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938 KK -TR 28789,28791,28790 10/17/2005 Landscape Street IP part of TR 28791, S La Piedra Rd,Evans Rd, IN THE UNINCORPORATED TERRITORY OF THE COJNTY OF RIVERSIDE, STATE OF CALIFORNIA mm=�Ihl LANDSCAPE STREET IMPROVEMENT PLAN T NO. 28789 & PART QF TRAC28791 TRA T C 52 41 6 LEGEND & ABBREVIA PONS 53 40 7 - U 54 39 i 8 - SHEET NUMBERS - FIRST NUMBER /S IRRIGATION PLAN, SECOND NUMBER /S 2 D- F) TREE & GROUND COVER PLAN, & THIRD NUMBER /S SHRUB & VINE PLAN 55 38 1 9 37 \v �� 56 10 �� O 36 11 INDICATES STREET TREE - SEE NOTES BELOW o y I (�,� 57 p U 35 12 Note - see landscape plans per tract 28788 I j 1 I INDICATES TRACT BOUNDARY 0 Typ. Tract 5 9 O ' 58 j 13 30 o Boun dory 3 34 ' ' \ 83 32 I 157 \ 30 31 � 14 N 0 TES p / 84 � 29 l ' 85 28 �'/ 1. It shall be the responsibility of the Owner/Developer �2 88 87 86 �\'� 26 7 p y or Contractor to app/y to the Riverside 12 0 032 25 15 Transportation Department, Permit Section, for an Encroachment Permit for all work performed �� �Ei within public right-of-way, dedicated and accepted for public use; and to be responsible for satisfactory compliance for all current environmental regulations during the life of construction 27 p a33 84 85 O -- 16 activities for this project. Additional studies and/or permits may be required. I 78 79 8 17 2. The Contractor shall be responsible for the clearing of the proposed work area, and relocation 80 81 82 8,3 0 19 0O yp. Tro t costs of all existing utilities. Permittee must inform County of construction schedule at least 48 �6 0 0,34 a 4 o O o O ou dory 21 0 hours prior to beginning of construction. o O p 2 86 3 22 J. All work shall conform to the requirements of the Riverside County Transportation Department — - 25 0 O 35 77 O o Improvement Standards and Specifications, latest edition, County Ordinance No. 461 and O 1 O 87 94 95 subsequent amendments. O a a 96 4. Install street trees In accordance with Ordinance No. 460 and 499 (Choose three species 124 O W O 36 76 p o o O 69 92 93 a name them here.) 15 O O O 88 89 90 91 O o Koe/reuteria panicu/ata - Goldenrain tree 123 a 0 37 75 74 73 72 71 70 68 p o a Lagerstroemia indica - Pink Crape myrtle io O o O , / O 97 Rhus /ancea - African sumac 122 0 0 38 � - �� 5. Only landscaping consisting of grass and parkway trees may be installed within parkways on 67 p - — -I O loco/ residential streets without separate /andswcope plans. All other types of landscaping /n these p O p areas, and all landscaping on al/ other streets, shall require separate landscape plans. All 21 O O 39 66 0 p landscaping encroachments shall conform to Riverside County "Standards Relating to the Typ. Tract 61 62 63 64 65 0 106 0 o O O 100 99 98 Administration of Landscape Encroachments" dated June 1990. Boundary � O 1 0 40 o O o 107 102 101 6. Continued landscape maintenance provided through election process with LAFCO 2004-23-3 District. � o 0 a 105 104 103 Date of application March 23, 2005. Contact Judy Watterlond for processing information. ' 119 60 a ` p 41 0 _ � �� O 108 118 119 �1 0 042 59 o a o I 114 115 1 16 1 17 0 0 � \ 0 54 O 112 113 O 120 o 0 109 0 0 O 55 I 111 0 - 11 0 043 56 o 0 0 � \ 58 57 53 0 0 — p ` 44 I o 1 10 £�E 0121 � Typ. Tract ♦16 a o 0 _ �� - o a 0 Boundary 0 0 O 51 520 �� O OQ ,15 ` 0�5 49 50 a 0 i`� 0 0 0 125 124 123 122 � 14 0 47 48 0 0 0 129 128 127 126 Z 46 0 , , - 0 130 1 1 o O 131 • • 1 13 p � • -14-20 1 1 1 _ 1 n� O , / 0 00 2 • 1 ♦ 0 4 . \ •� 1 o O 7 • • ••' `r - - - " - - - � ESCONDIDO �O 1 ••• 0000 .� �' 1 FREEWAY 10 - 7-18-24 1 Note - see landscape plans per tract 28787 p,p � NEWPORT ROAD � •�.0000 •' � 00001000 �•' Typ. Tract 1 13- pRp` R� � � • '' �♦�'' Boundary 1 IV _ P E •• •• , �� • �'� SHEET INDEX: ..;O� 8791151, 10•• py �i • NO. 2 O PROJECT S1 TE SHEET DESCRIPTION ♦� '� • (` LA PIEDRA ROAD •�'� �♦• V� 1 COVER SHEET TRA •s• 2-7 IRRIGATION PLANS 00 2 l 0 8 IRRIGATION LEGEND & NOTES ALBION LANE o (VACATED) 9 IRRIGATION CALCULATIONS z 10 IRRIGATION DETAILS lo• HOLLAND ROAD ¢ 11-12 IRRIGATION SPECIFI CA TIONS N 13-18 TREE & GROUND COVER PLAN Underground D E X M A P 19-24 SHRUB & VINE PLAN o Service Alert VICINITY MAP 25 PLANTING DETAILS Coil: TOLL FREE 1 -800 100 50 0 10o zoo 300 26-27 PLANTING SPECIFICATIONS 227-2600 SEC. 2, T. 6 S., R. 3 W. GRAPHIC SCALE: 1 "=100' TWO WORKING DAYS BEFORE YOU DIG •D on 517GOI&V SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. --WORK CONTAINED WITHIN THESE PLANS SHALL NOT - .07 M v. tf,)_e F MW1D,)(EP1AWD SHr. 2-7 TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ MILLENNIUM DESIGN BENCHMARK:QR� Q , APPROVED BY: pNDSCgp LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. ��A. o `- EL Iq., F CH MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC V L ��' � P q'P ASSOCIATES INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF � � f MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA TRACT N 0. 28789 ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS No. 33950 2 > EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE w o n 23276 SOUTH POINTE DRIVE, SIJITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 �c PART OF TRACT 2 8 7 91 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN � Exp. 6/30/06 7 C. 00. - * a130,.;EX..DATE * LAGUNA HILLS, CALIFORNIA 92653 1434 TITLE SHEET HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL s �P A D OTH N DATE: ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE CIVIL s� •1�- �! �P CALIFORNIA LICENSE # 1434 27 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND q QIc CA1�F 50S� Z 5'O�, qTF of AFC , NEVADA LICENSE # 256 E VA N S ROAD & LA P I F D R A ROAD of SI�Ts. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE CAS (949) 457-1189 FAX (949) 457-1160 SCALE: — FOR: W.O. COUNTY ENGINEER COUNTY ECOMMENDED .__ _.._...__....._ DATE: HOR: 1 — 1 00 FILE: NO. • v fit POINT OF CONNECTION: 'C' & 'E' INSTALL A 2" WATER METER- SEE CIVIL PLAN FOR LOCATION. INSTALL A 2" FEBCO 825YA REDUCED PRESSURE DEVICE. C 1'2 ' /" INSTALL IN A SHRUB AREA, COORDINATE FINAL LOCATION. 22 3� ,r WITH CITY INSPECTOR PRIOR TO INSTALLATION. 34 AVAILABLE PRESSURE: 60.6 PSI DESIGN PRESSURE: 49.5 PSI MAXIMUM DEMAND: 25 GPM /it I Q I 3 3�rr IQ CONTROLLER NOTE: 'C' & 'E' ds INSTALL A UNITED GREEN TECH(925)609-2180 CONTROLLER ASSEMBLY. CA4-RBl-40+40/2MVR/1-IFS-200/RSE/RSR/21WM40/ 3� (2)40 STATION CONTROLLERS. LOCATE IN AN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT \ 2 OF ENCLOSURE DOORS. � \ CONTRACTOR TO PROVIDE I 1 OV CONTINUOUS POWER AND MAKE FINAL HOOKUP. I COORDINATE LOCATIONS WITH OWNER/DEVELOPER AND LANDSCAPE ARCHITECT PRIOR 2 TO SETTING PEDESTAL. LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. I 5 21/2„ 114 „ 1 4 / A 5 5 „ � /rr Electrical POC r controllers fo 3 n .� �� C&E 4 Sip , W 2 2 2 3 2 3i n „ 3i r, 3i rr 2 3 -1-41 n 'iin /rr /u 3� p 3in fir, { { <n 14 " l n p 4 U5 { <" 2 S rr 3/{ p 3�n 4" J4 r, l l { i n { { 3 Sin fit i u 3 { 3/ ,/ 1 / / { 3� u j i 2 3/ II O �1� ' PI { , 39„ 3 r 3,„ { 4 n l rr { 3i n { i r ' 4 2 r s 3 n { Jill, /rr /u \ 3i „ S„ /, / 3 �_p \1 s l 1'2 r, 1� „ lam „ 2/12 a 1/4 14 /, 1'2 c, 112 I 13�1 1 1--2 „- 2 - - 2 - - �� 2/i2" 1g I 22 23 2,� C � III 20 C � N ��� C �,� 2� it/ /C C 2 I 'q CA M, - 25 C 112�2 rr 28 29 2� 0 2E 2 6 27 , � 1� I I � MATCKL T EE SHEET 6 �„ C II I S 4 �$ LA PIED RA RDA .g�91 I D I I IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI SYMBOL DESCRIPTON F . USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, VOID E] RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 25 CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. ozA ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID ` S*W 16 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 OVERSPRAY AND INSURE FULL COVERAGE. • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS TaA7 ARE ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL OCCUR. b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD I V .60 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL- ATIC POP-UP BODY'S (3 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ON ANY HEADS ON A SYSTEM WITH Y OR GREATE VATION CHANGE. RAINBIRT) 1806-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 THE 8' SPRAY HEADS MAY BE SUBSTITUTED 10'NOZZLES AS REQUIRED IN THE FIELD. b RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 ANY HEADS THE NEED A REDUCTION O RE THAN 50% OF THE LISTED SPRAY PATTERN 0 RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 QUANTITY WILL REQ111RE RAIRNTEBIRD PCs S � N0� AA0 T14,4/905 01)1 LOGYlAlk ('/'y A �O RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 26 Q Ri_ I(o p 0 RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' .56 25 ■ RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 10 H CLO VE GATE VALVE -LINE SIZE. i RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD T .21 25 66 IRD PESB-PRS-NP-BAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD T .41 25 O RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 1 ❑M WATER METER-REFER TO CIVIL PLAN BACKFLOW DEVICE -(SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD 11' 60 25 1 0 RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE V RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ENCLOSURE SHALL BE 'SMOOTH TOUCH' HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE O RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 ENCLOSURE- SEE DETAIL 12 ON SHEET 10 RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 2 O AUTOMATIC CONTROLLER LOCATION- SEE NOTE. 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 4' 1.65 25 2 © 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES (SD RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 PRESSURE REGULATOR-(NP NOT REQUIRED ON DOMESTIC SYSTEM). O RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTE OR HEAD 21' .90 25 (PURPLE PVC)OR ALERTLINE EQUAL. PVC CLASS 200 LATERAL LINE- 12" COVER IN SHRUB-T-S-PC-T22-1.0 PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. RAIN BIRD TURF-T-4 SAM-PC-T22-2.0 ROTOR HEAD 21' 1.90 25 SHRUB-T-S-PC-T22-2.0 (PURPLE PVC )OR ALERTLINE EQUAL. PVC SCH 40 MAINLINE 2"AND SMALLER,CLASS 315 21/2" O3 RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19, 3.40 25 OR LARGER- 1$" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING- SIZES INDICATED. SHRUB-T-S FC-T224 - PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR ® RAIN BIRD TURF-T-4 S - C-T30-1.3 QUARTER ROTOR HEAD 28' 1.2 25 = = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE SHRUB- -PC-T30-1.3 SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. O RAIN BIRD T - -4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 UB-T-S-PC-T30-2.5 INDICATES STATION NUMBER © RAIN BIRD TURF-T-4 SAM-FC-T30-5.0 FULL ROTOR HEAD 3l' 4.2 25 X X' INDICATES CONTROLLER SHRUB-T-S FC-T30-5.0 X x = INDICATES GPM INDICATES VALVE SIZE Underground Service Alert Call: TOLL FREE 1-800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG oUb 1 �il�l� CD(' Lr'-g SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING c�ESS/p�/ APPROVED BY: �pNDSCgp MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE �A. 0 O 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. L F�` F �e` � `map CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 2 y 160 y ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" CD f En2 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND ONSIBLENo. 33950 w W m OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 FTHE OR ASSURING NG THE ACCURACY AND ACCEPTIBILTY OF R THE DESIGN Exp. 6/30/06 t a p� � y 23276 SOUTH POINTE DRIVE, SUITE 215 TRACT N 0. 28789 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c sswo,ocr.ow� * LAGUNA HILLS, CALIFORNIA 92434 1434 ELEVATION = 1439.662 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE S'J CVIL �Q KHA A. OTH N DATE: S� �•'q.Q�► �Q CALIFORNIA LICENSE # 1434 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE 9 9r of CAS\F # LA PIEDRA & EVANS ROAD of SHTS �� CA1�F ��: s'.� F d NEV1 18 LICENSE 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. Ito ENGINEER REVISIONS COUNTY RECO E BY: DATE: (949) 457-1189 FAX (949) 457-1160 HOR: 1 = 20' FOR: W.O. COUNTY 30.l FILE N0. v> 4 S �S v POINT OF CONNECTION: 'C' & 'E' INSTALL A 2" WATER METER- SEE CIVIL PLAN FOR LOCATION. INSTALL A 2" FEBCO 825YA REDUCED PRESSURE DEVICE. 22 /'1'2 ' 1" INSTALL IN A SHRUB AREA, COORDINATE FINAL LOCATION. 3� WITH CITY INSPECTOR PRIOR TO INSTALLATION. 3i{rr{ AVAILABLE PRESSURE: 60.6 PSI Jig rr DESIGN PRESSURE: 49.5 PSI f C 1" MAXIMUM DEMAND: 25 GPM ,p Q 3 Q CONTROLLER NOTE: 'C' & 'E' 3{rr INSTALL A UNITED GREEN TECH(925)609-2180 CONTROLLER ASSEMBLY. CA4-RB1-40+40/2MVR/HFS-200/RSE/RSR/2IWM-40/ 341, (2)40 STATION CONTROLLERS. LOCATE IN AN APPROXIMATE LOCATION AS SHOWN. SCREEN WITH ADDITIONAL SHRUBS AS NECESSARY TO ALLOW FULL MOVEMENT \ 2 OF ENCLOSURE DOORS. \ CONTRACTOR TO PROVIDE 110V CONTINUOUS POWER AND MAKE FINAL HOOK UP. COORDINATE LOCATIONS WITH OWNER/DEVELOPER AND LANDSCAPE ARCHITECT PRIOR TO SETTING PEDESTAL, LOCATE IN AN AREA FREE FROM OVER HEAD OBSTRUCTION. Z I 5 2 p 2// 3{+r I a5 4 \\ / Electrical POC � for controllers 3 Jrr C {p 2 5 /C&E < irr '-2iuW 2 W 2 3i p rr 3i r, 3 S r 3� rr ,,, ,p 3s r, 3�rr 3{ 3�p { 1 rr /��„ { { 4 { Q1 2 2 iu 3i „ Sip �" O 3jpAI� { in ,p 3"p 3ip 3� W { 4 { { it rr { i r 3� r, 3 � { 4 4 11 1" C { 3 { { Sip 34rr -F 3 \\\ 3 3S p ��" 3� rr 34 n O O " �" _ 9�u Orr 3s p 2 { + { \ 2 •ii a 3S r, 1" ,p r p S{p 3 rr 3lJ I% p 1 q )p 3 ,p J4 4 3 <p 3� V { rr 34 I p 0 { 1"2 rr % l� J� „ J� "2 rr 1�2 r1 �0 I jr, 0 1�2I - - 2112„ 4 { 2 - �� 211211 2�2„ IS I i I T 22 2.3 2� C III �0 C � � �1 2 � � lC - - _ I22 I I - C L - l�o - 25 �„ C 27 II I2%2,, 28 29 ?$ C 26 C C 1� 26 i I I MATCHLINE SEE SHEET 6 LA PIEDRA ROADI TRACT 28791 I III IRRIGATION LEGEND 1. 1 SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI SYMBOL DESCRIPTON USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, Eh RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 25 CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID 111111111 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 OVERSPRAY AND INSURE FULL COVERAGE. • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO Q• RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD T 82 25 WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD I F .60 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S v RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ON ANY HEADS ON A SYSTEM WITH TOR GREATER ELEVATION CHANGE. Q RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. 6 RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50% OF THE LISTED SPRAY PATTERN O RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 U� WILL REQUIRE RAINBIRD PCS SCREENS. QO RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 26 Q 1"NEL 7645 , QUICK COUPLER, NON-POTABLE -ACME THREADS WITH LOCKING PURPLE CAP. 11 RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' .56 25 10 04 CLOW VALVE GATE VALVE -LINE SIZE. ■ RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 (RECYCLED) 66 RAINB D PESB-PRS- -HAN SERIES REMOTE CONTROL VALV - SIZE INDICATED �► RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 1 20 F CAL SENSE FLOW SENSOR- 1-1/4" #FM-1.25B (RANGE FROM 5 TO 81 GPM) RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD T .41 25 O RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 1 M WATER METER-REFER TO CIVII, RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD I 60 25 1 0 RETROF NON-POTABLE AT A LATER OTE SHALR SINUBMIT CUT SHEET TO EMWD PRIOR TO ONSRUCOT ON FOR APPROVVED EQUAL . AL. V RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ENCLOSURE SHAL 'HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE O RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 AO O - RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 2 O UT OM IC C T LLE C 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 2 2 RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES V RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 PRESSUR EGUL OR-(NP E O C T HUNTER TURF-1-20-6P-ADS-.75SR QUARTER ROTOR HEAD 23' .58 30AtitkTtfff (PURPLE PVC)PVC CLASS 200 LATERAL LINE- 12" COVER IN SHRUB-T-S-PC-T22-1.0 SHRUB-1-2 0-HP-ADS-.75 SR PLANTING AREA ER PAVING. - SIZES QPLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. 2 RAIN BIRD -T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 111 1.90 25 O2 HUNTER TURF-1-20-6P-ADS-I.5SR HALF ROTOR HEAD 23' 1.1 30 (PURPLE PV EQUAL. PVC SCH 40 MAINLINE 2" LASS 315 21/2" (PURPLE PVC )PVC SCH 40 MAINLINE 1-1/2" AND SMALLER,CLASS 315 2" SHRUB- - C-T22-2.0 SHRUB-1-20-HP-ADS-I.5SR ,r „ Q O3 RAIN BIltD TURF-T-4 SAM- - -4.0 FULL R HEAD 19, 3.40 25 HUNTER TURF-I-20-6P-ADS-3.OSR FULL ROTOR HEAD 23' 2.5 30 AR &3 , C-900, CL-200 4"-6" -2-1/2 AND SMALLER, 18 MIN. COVER IN PLANTING AREAS,24 COVER 2 UNDER PAVING-3"-4" MIN. COVER 24" - 6" MIN. COVER 36" - SIZES INDICATED. SHRUB-T-S FC-T22-4.0 SHRUB-1-20-HP-ADS-3.0SR PVC C_ _ _ 200 EVE 1 D L CA PE O TOR ® RAIN BIRD TURF-T-4 SAM-_ .3 QU ROTOR HEAD 28' 1.2 25 ® HUNTER TURF-I-20-6P-ADS-1.5 QUARTER ROTOR HEAD 32' 1.2 30 - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE SHRUB- - -T30-1.3 SHRUB-1-20-HP-ADS-1.5 SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. O RAIN BIRD -T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 5 HUNTER TURF-I-20-6P-ADS-3.0 HALF ROTOR HEAD 34' 2.0 30 SHRUB-T-S-PC-T30-2.5 SHRUB-I-20-HP-ADS-3.0 INDICATES STATION NUMBER R4 BIRD T14RF T 4 SAM FG T30 5.0 FULL ROTOR HEAD © HUNTER TURF-I-20-6P-ADS-6.0 FULL ROTOR HEAD 35' 4.2 30 X X• INDICATES CONTROLLER SHRUB-T-S FC-T30-5.0 SHRUB-1-20-HP-ADS-6.0 X x • INDICATES GPM INDICATES VALVE SIZE Underground Service Alert Call: TOLL FREE 1 -800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG 8-30-06 MDA Al Lateral line size&quick coupler SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT 6-1-07 MDA 2 Revs per EMWD 7 TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING �oFEss/ APPROVED BY: NDsc MILLENNIUM DESIGN BENCHMARK: PERMIT HAS BEEN ISSUED. N D. F�c � LPEL �ApF 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS Q ASSOCIATES INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 2A P� 's ASSOCIATES,> MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA y S ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE `' No. 45702 CD W '�" m OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 12/31/08 7��0 23276 SOUTH POINTE DRIVE, SUITE 215 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL � &�•+aP-a7 LAGUNA HILLS, CALIFORNIA 92653-1434 S �P ALAN D. F CH DATE: ELEVATION = 1439.662 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE �q CIVIL 3'�9 .�-0 7 ��Q CALIFORNIA LICENSE # 1 434 LA P I ED R A & E VAN S ROAD OF 2 7 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND (,� CAL\E TF Fci� NEVADA LICENSE # 256 949 457-1189 FAX 949 457-1160 SCALE: FOR: W.O. COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE '7 � J Z O � OF CALF ( ) � ) ENGINEER COUNTY RECOM DE B DATE: HOR: 1" = 20' FILE NO. Q Liu 6z zs 00 -- N ` W W W 2 2 2- - - - - - - - - - - - - - - •3<" _ 3, 1, < p Ill / // ' 2jQII 4,1-4 J4 n/YY / 3i r, 3 J4'r ��r, 'r 3i p < 34 n 2 2 O A PIED � , -o- - " ` „ CL - _ 9 C _ 3 0 4 / noun 21121, MATCHLINE /" C MATCHLINE SEE SHEET 7 SEE SHEET 6 13 TRACT 28791 34 TRACT 28791 3 1" C /,3 C 2/ /7 35 22 /„ C IRRIGATION LEGEND • [� SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, �] IRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 25 CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. a/ ❑ IRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID RAINB 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 OVERSPRAY AND INSURE FULL COVERAGE. • RAINBIRD -SAM-PRS-8H HALF SPRAY HEAD 7' 25 ✓ THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO C) WALLS RAINBIRD 180 - PRS-8F FULL SPRAY HEAD 7' 82 25 WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR- 4 RAINBIRD 1806-SAM-P Q QUARTER SPRAY HE 11' .60 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S RAINBIRD 1806-SAM-PRS-12 HALF SPRAY HE 11' 1.20 25 ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. 0 RAINBIRD 1806-SAM-PRS-12F FULL SPRAY 11' 2.40 25 THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. W . RAINBIRD 1806-SAM-PRS-15Q QUAR SPRAY HEAD 14' .82 25 QUANTITY ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN b O RAINBIRD 1806-SAM-PRS-15H SPRAY HEAD 14' 1.65 25 WILL REQ IRE INB SC E �p �y W < /" 4 u 0RAINBIRD 1806-SAM-PRS-15F ULL YHEAD 14' 3.30 25 26 Q Ill 'WO 7046, 1 CAV � �" NOW 1 y a RAINBIRD 1806-SAM-PRS-15 EST END SPRAY 4X14' .56 25 10 CLOW VALVE GATE VALVE-LINE SIZE. ►� a < RAINBIRD 1806-SAM-PRS-15 S STRIP SPRAY HEA 4x28' 1.11 25 3�<„ j�a 66 RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE-SIZES INDICATED(RECYCLED) AM rr , ♦ RAINBIRD 1804-S -P _ Q QUARTER SPRAY HEAD .21 25 V 'rr 3�,r J" < RAINBIRD 1804-S - RS-811 HALF SPRAY HEAD 7' .41 25 WATER METER-REFER TO CIVIL PLAN 3 / O RAINBIRD 18 AM-PRS-SF FULL SPRAY HEAD 7 25 1 1 <„ s" 3 < / „ 3�" 3 BACKFLOW DEVICE-(SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE �� I '2 " <" 3i n 4 /" RA1N B 1804-SAM-PRS-12Q QUARTER SPRAY HEAD I .60 25 1 a RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE IRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ENCLOSURE SHALL BE'SMOOTH TOUCH'HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE 4 3�n " /" ,� •� ENCLOSURE-SEE DETAIL 12 ON SHEET 10 \ I i3/ r, 3 /' Q BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 2 O AUTOMATIC CONTROLLER LOCATION-SEE NOTE. 2 4 s" < 2 RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 34` ji rr 2"RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2"WILKEN 500 SERIES 34„ 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 2 © PRESSURE REGULATOR-(NP NOT REQUIRED ON DOMESTIC SYSTEM). 2 J'i ,r O RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 22 C < Oj (PURPLE PVC)OR ALERTLINE EQUAL.PVC CLASS 200 LATERAL LINE-12"COVER IN /'� � �� 1 RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTER ROTOR HEAD 21' .90 25 / \ / „ 3 < 1 Q NTING AREAS,24"COVER UNDER PAVING.-SIZES INDICATED. 2 /1 � � '� 2 /„ � '� SHRUB-T-S-PC-T22-1.0 Q RAIN BIRD TURF-T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 21' 1.90 25 (PURPL C)OR ALERTLINE EQUAL.PVC SCH 40 MAINLINE 2"AND SMALLER,CLASS 315 21/2" 2/�" / SHRUB-T-S-PC-T22-2.0 OR LARGE "COVER IN PLANTING AREAS,24"COVER UNDER PAVING-SIZES INDICATED. 2C / 0 RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19, 3.40 25 < SHRUB-T-S FC-T22-4.0 PVC CLASS 200 EEVE-SIZE AND LOCATION PER CONTRACTOR It \ / ® RAIN BIRD TURF-T-4"AM-PC-T30-1.3 QUARTER ROTOR HEAD 28' 1.2 25 = = PVC SCH 40 MAIN AND L LINE SLEEVE 2x DIA.OF PIPE.-PROVIDE 36 SHRUB-T-S-PC-T30-1.3 SLEEVES UNDER ANY PA T EXCEEDS T WIDE. /n C 2" 4 OS RAIN BIRD TURF-T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 INDICATES STATION NUMBER SHRUB-T-S-PC-T30-2.5 22 © RAIN BIRD TURF-T-4 SAM-FC-T' )-5.0 FULL ROTOR HEAD 31' 4.2 25 X X" INDICATES CONTROLLER SHRUB-T-S FC-T30-5.0 x INDICATES GPM .3' q INDICATES VALVE SIZE C � 3 / c 3 2 C 3� oCo q Dset 3R CpNrIQ�L,�b � T p pu 0 LCc ry/S Underground Service Alert Call: TOLL FREE 1-800 20 1 D 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20 83oOb o fote Su L& F� r SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE-.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING dF ESS/ APPROVED B Y: ND S c MILLENNIUM DESIGN PR �P qp LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC A• OT�q,,- F, G\\PE q CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF L `A ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA do S ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" a n :A LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o 1 1 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 r , 3 0 V QQQ/// -1 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c 9,3010TE ..04i * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE J'I� C/V�L �P HAL A. OTH N DATE: s� �'��.I�H \Q CALIFORNIA LICENSE # 1434 IRRIGATION PLAN 2 7 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� CALIF S•ZS `�� qrF� eA`�Fd NEVADA LICENSE # 256 SCALE: LA PIEDRA ROAD OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: (949) 457-1189 FAX (949) 457-1160 HOR: 1 " = 20' FOR: W,O COUNTY FILE NO. Q 7 0 rb w w O W V � j /4 " js" ►� 71 '1 , 11-�-11 O/'�/ j lit3� r+4 3 34 a J'�„ " 3i ,r „ j</' 2 2 O n !I Y/ < I' 3�n �./ l¢ „ 3<" - ALA P/EDRA ROD - _ 21l2n �� /12 �, 2 �� < r, 34 r, a lit C*10 C L 28 C 2 1/1 C _ w 9 z 20 - _ /7 s ® 32 0 m 33 c 32 C '�- _ Jig 27 31 I" C MATCHLINE SEE SHEET 7 � I. 2J 21i2 MATCHLINE 13 SEE SHEET 6 TRACT 28791 34 - ' TRACT 28791 3/ 33 3 1" C J„ 3a 2/ /7 35 _ 22 ,,, C 1� IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, �•/ E] RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 25 CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. ~/ ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID ww ♦ RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 OVERSPRAY AND INSURE FULL COVERAGE. RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO O # RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. 6 RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S u RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. 0 RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 THE 8'SPRAY HEADS MAY BE SUBSTITUTED WITH I O'NOZZLES AS REQUIRED IN THE FIELD. W . (J RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 QUANTITY ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN 0 RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 WILL REQUIRE BIRD SCRE QO RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 26 Q 1"NELSON 7645 , QUICK COUPLER, NON-POTABLE -ACME THREADS WITH LOCKING PURPLE CAP. Q jrr 0 RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' 56 25 10 H CLOW VALVE GATE VALVE-LINE SIZE. a < ■ RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 �1 3� RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 66 � RAINBIRD PESB-PRS-NP-14AN SERIES REMOTE CONTROL VALVE-SIZES INDICATED(RECYCLED) ►►'"'��1I { � < 1" 3i ,r V RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 ,82 25 WATER METER- ER TO CCIVILPL RAINBIRD 1804-SAM-PRS-SF FULL SPRAY HEAD T Q Y-STRAINER-YARDNEY T-SERIES MAXI-CLEAN OR APPROVED EQUAL. CONTRACTOR 1 2 s� /1'2 " js" 3� it / " < 1" b RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 1 RETROF NON-POTABLE AT A LATER D . . . TE SHALL SUBMIT CUT SHEET TO EMWD PRIOR TO CONSRUCTION FOR APPROVAL. RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 ENCLOSURE SHALL HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE Q FULL SPRAY HEAD /, 3� �� J<" � n 3� ,� 2 O AUTOMAT O OL L A - 2 < <" < 2 �j RAIN BIRD 1804-SAM-PRS 12F 11' 2.40 25 RAIN BIRD 1804-SAM-PRS-ISQ QUARTER SPRAY HEAD 14' .82 25 3i ++ 2 2"RAINBIRD 200-PESB-PRSB-NP HAN MASTER VALVE-WITH A 2"WILKEN 500 SERIES � O 1804 3�„ 0 RAIN BIRD -SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 2 3� O RD 1804-SAM-PRS-15F F L SPRAY HEAD 14' 3.30 25 PRE L - O QU O I TEM) (PURPLE PVC )PVC CLASS 200 LATERAL LINE- 12" COVER IN 22 /" C /� „ < 3 �j<" - PLANTING ER PAVING.-SIZES IND QPLANTING AREAS,24" COVER UNDER PAVING. - SIZES IlVDICATED. l� 2 n 2 j„ ++ 1 SHRUB-T-S-PC-T22-1.0 0 RAIN BIRD -T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 1' 1.90 25 (PURPLE PVC)0 UAL.PVC SCH 40 MAINL ER,CLASS 315 21/2" (PURPLE PVC )PVC SCH 40 MAINLINE 1-1/2"AND SMALLER, CLASS 315 2" ',� C 21r1n I SHRU - C-T22-2.0 „ „ &3", C-900, CL-200 4"-6" -2-1/2"AND SMALLER, 18" MIN. COVER IN PLANTING AREAS, 2m / 0 RAIN BIRD TURF-T-4 SAM- -4.0 FULL HEAD 19, 3.40 25 24" COVER UNDER PAVING-3"-4" MIN. COVER 24" -6" MIN. COVER 36" - SIZES INDICATED. \ / 2 SHRUB-T-S FC-T22-4.0 PVC CLASS 200 WIR L IZ DLO IO E RACT 1� \ ® RAIN BIRD TURF-T-4 SAM-PC QU ROTOR HEAD 28 1.2 25 - = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA.OF PIPE.-PROVIDE / - - .3 36 SHRUB-T- 30-1.3 SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. C 2" 4 5 RAIN BIRD - -4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 INDICATES STATION NUMBER 22 SHRUB-T-S-PC-T30-2.5 X X' INDICATES CONTROLLER SfEWUB T S FG T30 5.0 X x INDICATES GPM q D/ 37 INDICATES VALVE SIZE 0 31-7 HUNTER TURF-I-20-6P-ADS-.75SR QUARTER ROTOR HEAD 23' .58 30 D Q SHRUB-I-20-HP-ADS-.75SR �) �rz HUNTER TURF-I-20-6P-ADS-I.5SR HALF ROTOR HEAD 23' 1.1 30 'L„44 r�III '. SHRUB-I-20-HP-ADS-I.5SR `��r� !Lzz�� ,��„o >a�L` � HUNTER SHRUB I--020--HPA DS OS sR FULL ROTOR HEAD 23' 2.5 30 �L wl,Q �4 C41 71�Z b �•� �Ib ® HUNTER TURF QUARTER ROTOR HEAD 32' 1.2 30 ('> L pC�r/Q U/�jt �' S HUNTER TURF-1-2 5 HALF ROTOR HEAD 34' 2.0 30 O SHRUB-I-20-HP-ADS-3.0 © HUNTER TURF-I-20-6P-ADS-6.0 FULL ROTOR HEAD 35' 4.2 30 SHRUB-I-20-HP-ADS-6.0 Underground Service Alert Call: TOLL FREE 1 -800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20 8-30-06 MDA 1 Quick coupler SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT 6-1-07 MDA 2 Revs per EMWD 7 TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING �pFEss/�,I APPROVED BY: �pNDSCgpF MILLENNIUM DESIGN BENCHMARK: COUNTY 0� RIVERSIDE PERMIT HAS BEEN ISSUED. Q� N Rf'�( O ELL 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS `v Q� S Q� CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 3A LANDSCAPE ARCHITECTS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36- THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 45702 �' W n f(,v w y EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 12/31/084?ea�nk ;; 74. cc W in �/ A 0 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c enoo�exv.or•� * LAGUNA HILLS, CALIFORNIA 92453-1434 ELEVATION = 1439.662 s� CIV11. �Q' ALAN D. FRENCH DATE: s� ? 2,p7 \Q CALIFORNIA LICENSE 1434 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q qTF o . �FC � NEVADA LICENSE # 256 LA PI EDRA ROAD OF 27 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND CA1-�F REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE -7 11 Z JO 7 F CAL (949) 457-1 189 FAX (949) 457-1 160 SCALE. ,� FOR: W. COUNTY ENGINEER COUNTY RECOM DED BY: DATE: HOR: 1 = 20 FILE NO. MA7cgt MATCHLINE SEE BELOW RIGHT INE SEE S. HEET s m J rr C l Ln 23 I PIP, / 34r, 4q 34rr fu /u /'2 ' 3iu00 {I` n r, J IRRIGATION LEGEND 3 l�r C 3 34 r, O {' Jrr 23a SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI 23 4 USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD 3 3� „ It RAINBIRD 1806-SAM-PRS 5Q QUARTER SPRAY HEAD 4' .07 25 ' /' { ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 O /12 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD T .21 25 �� „ 3< ' • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 .34 { QQ RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 J I /„ b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 1 V .60 5 25 0 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' .20 25 2 /� r RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 1 2.40 25 2112 I js Jrr C ?z 3 2� / 6 RAINBIRD 1806-SAM-PRS_15Q QUARTER SPRAY HE 14, .82 25 J O RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HE 14' 1.65 25 I /n 0 RAINBIRD 1806-SAM-PRS-15F FULL SPRA AD 14' 3.30 25 a RAINBIRD 1806-SAM-PRS-15 EST E Y HEAD 4X14' .56 25 RAINBIRD 1806-SAM-PRS-15 SST P SPRAY HEAD 4x28 1.11 25 + RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 3� ♦ RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 s 34 4, RAINBIRD 1804-SAM-PRS-8 FULL SPRAY HEAD 7' .82 25 J r C RAIN BIRD 1804-SA S-12Q QUARTER SPRAY HEAD I V .60 25 22 V RAIN BIRD 180 -PRS-12H HALF SPRAY HEAD 11' 1.20 25 2112,, J 3 RAIN BIRD 4-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 r J '2C ? I" l J 34" �j IRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 I f„ 34 IN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 I 34„ RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 34'� 34" r RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTER ROTOR HEAD 21' .90 25 SHRUB-T-S-PC-T22-1.0 O RAIN BIRD TURF-T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 21' 1.90 25 5 SHRUB-T-S-PC-T22-2.0 ' O RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19, 3.40 25 �4 34„ 112 34„ SHRUB-T-S FC-T22-4.0 I 3{n RAIN BIRD TURF-T-4 SAM-PC-T30-1.3 QUARTER ROTOR HEAD 28' 1.2 25 I J 2.4 3�„ �� , SHRUB-T-S-PC-T30-1.3 t5 RAIN BIRD TURF-T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 I SHRUB-T-S-PC-T30-2.5 34 44 34 ` RAIN BIRD TURF-T-4 SAM-FC-T30-5.0 FULL ROTOR HEAD 31' 4.2 25 { ` O 34„ I 34 01 SHRUB-T-S FC-T30-5.0 I t_0 1,1,? rr Stir. 't"Is a CONTRACTOR USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, CURBS OR WHERE E PEDESTRIAN TRAFFIC MAY OCCUR. I CONTRACTOR MUST USE IRD ADJUSTABLE ARC VAN NOZZLES TO AVOID l�2 rr 1 Jai C 34" � OVERSPRAY AND INSURE FULL VERAGE. �G C (_0I { THE CONTRACTOR MAY USE STANDA SERS IN SHRUB AREAS THAT ARE ADJACENT TO 2'3 WALLS OR BUILDINGS OR WHERE PEDESTR TRAFFIC WILL NOT OCCUR. ITHE CONTRACTOR IS REQUIRED TO USE 1800-SA AL-O-MATIC POP-UP BODY'S 91 ON ANY HEADS ON A SYSTEM WITH Y OR GREATER E ATION CHANGE. 44' THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZ AS REQUIRED IN THE FIELD. JJ ? �� n 5' ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF T ISTED SPRAY PATTERN C lr Jrr 4 I U� WILL REQ ' RAINBIRD C SCREENS _ S 23 I ��� t(.so 1J I b 0lc'w- pi•��C/N �ON-)PM, � A&ME / 26 O 34 , 1/12//2 u 10 ►� CLOW VALVE GATE VALVE -LINE SIZE. 34" 34" /" 66 li� RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICAT CYCLED) .3 1 WATER METER -REFER TO CIVIL PLAN I / /" 1 BACKFLOW DEVICE -(SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE�� /1'2 r 0 RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE 34 " ENCLOSURE SHALL BE 'SMOOTH TOUCH' HIGH PROFILE STAINLESS STEEL Brya.'KFLOW DEVICE 2112, 341, 1J` 34"I ENCLOSURE - SEE DETAIL 12 ON SHEET 10 J n C / 2 O AUTOMATIC CONTROLLER LOCATION- SEE NOTE. 23 /r, 34 2 © 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES 34 rr fu PRESSURE REGULATOR-(NP NOT REQUIRED ON DOMESTIC SYSTEM). r4-� (PURPLE PVC )OR ALERTLINE EQUAL. PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. \ 34„ r0 C li? ' (PURPLE PVC )OR ALERTLINE EQUAL. PVC SCH 40 MAINLINE 2"AND SMALLER,CLASS 315 21/2" 4000�1Jrr OR LARGER- 18" COVER IN PLANTING AREAS,24" COVER UNDER PAVING-SIZES INDICATED. / � 23 I PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR - - MATCHLINE SEE ABOVE LEFT - - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE.-PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. MATCHLINE SEE SHEET 3 INDICATES STATION NUMBER X X~ INDICATES CONTROLLER x x = INDICATES GPM INDICATES VALVE SIZE Underground Service Alert Call: TOLL FREE 1-800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG Ti,o-0fo Mph I �.f}f�_ t_ S Zf- # O(o Cxo SEAL-COUNTY COUN fY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND OR GRADING E MILLENNIUM DESIGN BENCHMARK: PERMIT HAS BEEN ISSUED. / � / , APPROVED BY: �pNDSC,gp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS r\`v A• OTj� F �\ON U F 9,A MURRIETA CHURCH N SUN CITY 0.15 MILES ROAD AND NEWPORT ROAD,M246EF FEET EASTTION OF OF MURRIETA 4 •''�L �, �, �. ASSOCIATES, INC. �b ti ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE x No. 33950 r,�,.' w orri 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRAS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 ` -r * 9/aO7E`"'DA7E LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ,r �P HA A. OT AN DATE: IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE �q CIVIL s� CALIFORNIA CALIFORNIA LICENSE # 1434 OF L SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CALF -?C qTF OF AFC " NEVADA LICENSE # 256 E VA N S ROAD REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE CAS (949) 457-1189 FAX (949) 457-1160 SCALE: „ FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE NO. MATCHLINE SEE BELOW RIGHT ATATCRL NNE SEE S FEET S 6 C 112 l U0 3{„ err ate „ J„ ,r I, 4 r 34n � JI,I l" ' ll J IRRIGATION LEGEND C 3<" O3�n JN Q 1" 2 34 „ 3 23 SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI 3 . „ O USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD { 4" „ js Eh RAINBIRD 1806-SAM-PRS-S� J � " Q QUARTER SPRAY HEAD 4' .07 25 O ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 /12 i RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 I / „ 3�3 Cj 3 34" • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 4�� Q RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 l�2 J J„ b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD I P .60 25 13 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 I 4 2//2n rr { l�� 4 RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 34„ C , 0 2 /" U RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 34" s a RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 00 RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 d I „ 01 RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4XIT .56 25 0 RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 Uj I l 4 i n 2 34 RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD T .21 25 I 34 rV RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 34 rr , It O RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 C RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 J / V RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 22 2J/2/I 3 Q RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 J ' I 2 /it J I 34" RAIN BIRD 1804-SAM-PRS-15 C�7 Q QUARTER SPRAY HEAD 14 .82 25 J„ 34 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 I J 4" 2 O HUNTER TURF-I-20-6P-ADS-.75SR QUARTER RO:HEAD EAD 23' .58 30 SHRUB-T-S-PC-T22-1.0 SHRUB-I-20-HP-ADS-.75SR RAIN BIRD -T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 1.90 25 HUNTER TURF-I-20-6P-ADS-l.SSR HALF ROTOR 23' 1.1 30 I 5 SHR - - C-T22-2.0 SHRUB-I-20-HP-ADS-I.SSR 44 3� /�2 , 3� „ 0 RAIN BIRD TURF-T-4 SAM- - -4.0 FULL HEAD 19. 3.40 25 HUNTER TURF-I-20-6P-ADS-3.OSR FULL ROTOR 23' 2.5 30 < SHRUB-T-S FC-T22-4.0 SHRUB-I-20-HP-ADS-3.OSR 341j 3 I J u 4 3 4 RAIN BIRD TURF-T-4 SAM-PC- - .3 Q ROTOR HEAD 28' 1.2 25 ® HUNTER TURF-I-20-6P-ADS-1.5 QUARTER ROTOR HEAD 32' 1.2 30 2 34 4 SHRUB-T- - 30-1.3 SHRUB-1-20-HP-ADS-1.5 �5 RAIN BIRD - -4 SAM-PC-T30-2.5 HALF ROTOR HE 29' 2.2 25 O5 HUNTER TURF-I-20-6P-ADS-3.0 HALF ROTOR HEAD 34' 2.0 30 SHRUB-T-S-PC-T30-2.5 SHRUB-I-20-HP-ADS-3.0 34 © HUNTER TURF-I-20-6P-ADS-6.0 FULL ROTOR HEAD 35' 4.2 30 irr 34" I 34n I SHRUB-T-S FC-T30-5.0 SHRUB-I-20-HP-ADS-6.0 s I �r, /i2 r, CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, 4" CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. I I /� „ CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID 2 rr C 4" OVERSPRAY AND INSURE FULL COVERAGE. 2C J 1 4 rr Co J 2`Ij 3 THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO I WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. J rr J" I" `� I I J„ I THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S Q' 34" ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. OJ` 44' I THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. JJ C 1l� �� 5 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN 23 4�34„ 32' I QUANTITY WILL REQUIRE RAINBIRD PCS SCREENS. 26 Q 1"NELSON 7645 , QUICK COUPLER, NON-POTABLE -ACME THREADS WITH LOCKING PURPLE CAP. 3�34" 2J/2 rr 10 ►� CLOW VALVE GATE VALVE -LINE SIZE. J" I66 RAINBIRD PESB-PRS-NP-14AN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) 34„ 1 WATER METER -REFER TO CIVILP I RE 1' 1 0 DE CE - & Y-STRAINER-YARDNEY T-SERIES MAXI-CLEAN OR APPROVED EQUAL . CONTRACTOR 34 2 ETR R NON-POTABLE AT A LATER DATE. - 2 J34" ENCLOSURE SHALL .E STAINLESS STEEL BACKFLOW DEVICE ROFU SHALL SUBMIT CUT SHEET TO EMWD PRIOR TO CONSRUCTION FOR APPROVAL. I { NCT - 2,3 J„ 34 2 O AUT I O L R C O - E. 3 2 M 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES 0 PRESSURE REGULATOR-(NP R O C TE (PURPLE PVC )PVC CLASS 200 LATERAL LINE- 12" COVER IN 4 PLANTING AREA ER PAVING. - SIZES QPLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. /%2 ' 2 (PURPLE PVC QUAL. PVC SCH 40 MAINLINE CLASS 315 21/2" (PURPLE PVC)PVC SCH 40 MAINLINE 1-1/2"AND SMALLER,CLASS 315 2" & 3", C-900 , CL-200 4"-6" -2-1/2" AND SMALLER, 18" MIN. COVER IN PLANTING AREAS,24" COVER / Ln 2'3 I UNDER PAVING-3"-4" MIN. COVER 24" -6" MIN. COVER 36" - SIZES INDICATED. r� PVC CL 200 VE - L IAT PE NT OR - MATCHLINE SEE ABOVE LEFT = = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROvTIDE MATCHLINE SEE SHEET 3 SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. INDICATES STATION NUMBER x X' INDICATES CONTROLLER X x INDICATES GPM INDICATES VALVE SIZE Underground Service Alert Call: TOLL FREE 1 -800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' 8-30-06 MDA I Quick coupler _7SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET N0. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 6-1-07 MDA 2 Revs per EMWD TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING �oFEss/p�,, APPROVED BY: �pNDSCgpF MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. 'Q� RF'YC a E� 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS 4A � �'��ny OF ASSOCIATES, INC. MURR ETA L CHURCHNROAD AND NEWPORT ROAD, 246 SUN CITY 0.15 MILES FROMEF FEET EAE TTION OF MURRIETA y nn - ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" c� w � �(�✓u m LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT N 0. 28789 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 45702 1D �� � o Jyyy/// fvY� _-_ A y 23276 SOUTH POINTE DRIVE, SUITE 21 5 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 12/31/08 7.?, 4ILenao�oco.o.,E * LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL S �P ALAN D. FRENCH DATE: ELEVATION = 1439.662 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE /y CIVIL , �.2-0� P CALIFORNIA LICENSE # 1434 OF SHTS DATE BY MARK APPR. DATE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND CALF i / TF pF CA'o fC� NEVADA LICENSE # 256 E VA N S ROAD 27 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS 7 / Z! d.� (949) 457-1189 FAX (949) 457-1160 SCALE: FOR: �1II,O, COUNTY M ENGINEER COUNTY R COM ED DATE: HOR: 1 = 20 FILE NO. TC IRRIGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD fit fit ��� RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 25 ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 -1 4 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 4,/ , G� 0 RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 ♦/� /2 a{" Q RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 dO RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HE 11' .60 25 / .4" 23 0 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HE 11' 1.20 25 341, ,n Q RAINBIRD 1806-SAM-PRS-12F FULL SPRAY 11' 2.40 25 / U RAINBIRD 1806-SAM-PRS-15Q QUART SPRAY HEAD 14' .82 25 a� O RAINBIRD 1806-SAM-PRS-15H SPRAY HEAD 14' 1.65 25 / QO RAINBIRD 1806-SAM-PRS-15F L SPRAY HEAD 14' 3.30 25 a4 0 RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' .56 25 RAINBIRD 1806-SAM-PRS-15 SS STRIP SPRAY HEAD 4x28' 1.11 25 a� RAINBIRD 1804-SAM-PR QUARTER SPRAY HEAD T .21 25 / V RAINBIRD 1804-SA S-811 HALF SPRAY HEAD 7' .41 25 RAINBIRD 1804- -PRS-8F FULL SPRAY HEAD 7' .82 25 RAIN B 804-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 J4„ V RAIN 1804-SAM-PRS-1214 HALF SPRAY HEAD 11' 1.20 25 0 BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 1/ , aQ„ 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 O RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 it, RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTER ROTOR HEAD 21' .90 25 SHRUB-T-S-PC-T22-1.0 2 1 4 d RAIN BIRD TURF-T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 21' 190 25 SHRUB-T-S-PC-T22-2.0 / , 0 RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19' 3.40 25 SHRUB-T-S FC-T22-4.0 RAIN BIRD TURF-T-4 SAM-PC-T30-1.3 QUARTER ROTOR HEAD 28' 1.2 25 21,,2, / SHRUB-T-S-PC-T30-1.3 �� OS RAIN BIRD TURF-T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 SHRUB-T-S-PC-T3 0-2.5 RAIN BIRD TURF-T-4 SAM-FC-T30-5.0 FULL ROTOR HEAD 31' 4.2 25 SHRUB-T-S FC-T30-5.0 CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, p CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID OVERSPRAY AND INSURE FULL COVERAGE. g / C THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. //2 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN 3� y QUA WILL RE RE INBIRD S CREEN 4 a r 111 0415nAl o�l G'F51 QU«{4. 4 „it 26 � .Q / 10 H CLOW VALVE GATE VALVE -LINE SIZE. / 2 4 66 RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) lit 'u 1/ l a4 23 / a 1 WATER METER-REFER TO CIVIL PLAN 4 " / I BACKFLOW DEVICE -( SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE 2 RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE ENCLOSURE SHALL BE 'SMOOTH TOUCH'HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE ,,, 0 ,,, l" 5 2/ 3�' 2 ENCLOSURE - SEE DETAIL 12 ON SHEET 10 ` 34 Volt) 2 O AUTOMATIC CONTROLLER LOCATION- SEE NOTE. / 2 2 OM 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES SA PRESSURE REGULATOR -(NP NOT REQUIRED ON DOMESTIC SYSTEM). (PURPLE PVC )OR ALERTLINE EQUAL. PVC CLASS 200 LATERAL LINE- 12" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. / "V / 3s" (PURPLE PVC )OR ALERTLINE EQUAL. PVC SCH 40 MAINLINE 2"AND SMALLER,CLASS 315 21/2" / S OR LARGER- 18" COVER IN PLANTING AREAS,24" COVER UNDER PAVING- SIZES INDICATED. PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. INDICATES STATION NUMBER X X~ INDICATES CONTROLLER 1" ?, 8 X = INDICATES GPM 2�/2 INDICATES VALVE SIZE 2s / 03< 0 446� o� AIATC HL�E S SKEET 4 Underground Service Alert Call: TOLL FREE 1-800 20 1 D 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 "=20' -30,06 1'� L S1Z oIGI_ GOv I.iE SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET N0. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING LESS/ MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. A o APPROVED BY: �pNDSCgpF 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS /,� O L Lq � ASSOCIATES INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF � �i' ► kqP 'P MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 5 ~ y ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36- CD : LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND Ex o 6 30506 a y 23276 SOUTH POINTE DRIVE, SUITE 215 TRACT NO. 2 8 7 8 9 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN P 1 3 t �Q * waao�ezv.wne * LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ,r �Q K AL A. OT AN DATE: ELEVATION = 1439.662 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE �q CIV1\ iPj 1�,�•��. �Q CALIFORNIA LICENSE # 1434 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �q� AL ���� 9rF� �F NEVADA LICENSE # 256 EVANS ROAD OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE CAS (949) 457-1189 FAX (949) 457-1160 SCALE: FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE N0. T IRRIGATION LEGEND c-I T SYMBOL MFG. MODELNO. DESCRIPTON RAD. GPM PSI AD EMI USE 1806 SAM PRS-Q R T-BIRD-NP FRS ON ALL QUARTER PRAY HCYCLED SYSTEMSEAD 4' .07 25 4 ' �Q ❑ RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 34„ Jrr • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 7, .41 25 Q RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7 .82 25 2 4 RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 rr 3 0 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 34" ,n O RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 U RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 / O RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 / RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 34 a RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4XIT .56 25 ■ RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 391, RAINBiRT) 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 / V RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD T .41 25 O RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 34' RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD I F .60 25 RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 34„ RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 //2 3� RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 HUNTER TURF-I-20-6P-ADS-.75SR QUARTER ROTOR HEAD 23' .58 30 Q A PT BaD TURF T 4 SAM PC T22 1.0 QUARTER R TOR A PF SHRUB-I-20-HP-ADS-.75SR SHRUB-T-S-PC-T22-1.0 HUNTER TURF-I-20-6P-ADS-I.5SR HALF ROTOR HEAD 23' 1.1 30 0 RAIN BIRD -T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 1.90 25 J" 2 ?'A SHRUB-I-20-HP-ADS-I.5SR SHR - - C-T22-2.0 / 0 HUNTER TURF-I-20-6P-ADS-3.OSR FULL ROTOR HEAD 23' 2.5 30 Q RAIN BIRD TURF-T-4 SAM- -4.0 FULL HEAD 19, 3.40 25 / 3 SHRUB-I-20-HP-ADS-3.OSR 2 SHRUB-T-S FC-T22-4.0 4 ` �� / ��9 ® HUNTER TURF-I-20-6P-ADS-1.5 QUARTER ROTOR HEAD 32' 1.2 30 ® RAIN BIRD TURF-T-4 SAM-P - .3 Q ROTOR HEAD 28' 1.2 25 2J� / 34 2$ _ J// / / A SHRUB-I-20-HP-ADS-1.5 SHRUB-T- - 30-1.3 / 0 HUNTER TURF-I-20-6P-ADS-3.0 HALF ROTOR HEAD 34' 2.0 30 OS RAIN BIRD - -4 SAM-PC-T30-2.5 HALF ROTOR HE 29' 2.2 25 SHRUB-I-20-HP-ADS-3.0 SHRUB-T-S-PC-T30-2.5 3 © HUNTER TURF-I-20-6P-ADS-6.0 FULL ROTOR HEAD 35' 4.2 30 SHRUB-I-20-HP-ADS-6.0 SHRUB-T-S FC-T30-5.0 CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, O \ �3 CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. / / 4 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID 3� y OVERSPRAY AND INSURE FULL COVERAGE. JS, THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. 4 rr THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. If 2 1/� l THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. '2 ' ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN 2 QUA WILL REQUIRE RAINBIRD PCS SCREENS. 3 / " 26 Q 1"NELSON 7645 , QUICK COUPLER, NON-POTABLE -ACME THREADS WITH LOCKING PURPLE CAP. Q � n J" ? l O ,,, 2 10 H CLOW VALVE GATE VALVE-LINE SIZE.� 3?, 2/�2" 3 66 RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) 2 / 34 rr 4 \ 2 1 M❑ WATER METER-REFER TO CIVIL PLAN � 4, 0 Y-STRAINER-YARDNEY T-SERIES MAXI-CLEAN OR APPROVED EQUAL . CONTRACTOR Pit'r 4 " SHALL SUBMIT CUT SHEET TO EMWD PRIOR TO CONSRUCTION FOR APPROVAL. 1 RETRO NON-POTABLE AT A LATER DA - 21 3 � / ENCLOSURE SHALL GH PROFILE STAINLESS STEEL BACKFLOW DEVICE / /¢ it $ 34 2 A O IC OLL O ON- NO / 2 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES J" PRESSURE REGULATOR- P NO Q D N E C SYS 1% r J„ (PURPLE PVC )PVC CLASS 200 LATERAL LINE- 12" COVER IN IV PLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. PLANTING AREAS, 2 PAVING. -SIZE 34 \ (PURPLE PVC )PVC SCH 40 MAINLINE 1-1/2" AND SMALLER CLASS 315 2" / „ „ „ _ (PURPLE P E EQUAL. PVC SCH 40 MAINLINE 2" ASS 315 21/2" & 3 , C-900, CL-200 4 -6 2-1/2 AND SMALLER, 18 MIN. COVER IN PLANTING AREAS,24 COVER a4, UNDER PAVING-3"-4" MIN. COVER 24" -6" IN. COVER 36" - SIZES INDICATED. - / 2 PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE / „ ` ►'� `S SLEEVES UNDER ANY PAVING THAT EXCEEDS T WIDE. z' INDICATES STATION NUMBER 34` Q rr>> X xo INDICATES CONTROLLER INDICATES GPM 2//2'r INDICATES VALVE SIZE O(�4" / 34„ 4 ItV AIATe 1 INESEE S HEFT 4 Underground Service Alert Call: TOLL FREE 1 -800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' 8-30-06 MDA 1 Quick coupler SEAL-COUNTY COUN1 Y OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 6-1-07 MDA z Revs per EMWD o7 TRANSPORTATION DEPARTMENT URCH COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING �oFESSI APPROVED BY: �NNDSCgp MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. ,Q� �,v. FR C o F CH MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANSSUN CITY 0.15 MILES FRO 5A P� Sh ASSOCIATES, INC. MURRTANROAD AND NEWPORT ROADM2 6 EFE T EEA TTI OF y E ON OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE p. 45702 w A 0 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 12/31/08 �� y * of 107 EXP.DAW ,f LAGUNA HILLS, CALIFORNIA 92653 1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL CIVIL 3'j ?.2-C7 �� CALIFORNIA LICENSE # 1434 ELEVATION = 1439.662 ^ � OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE s �P ALAN D. FR CH DATE: IRRIGATION PLAN L RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND [��ENGINEER BY MARK APPR DATE q CA0 '� / Z, I 7 F OF Cp��ENEVADA LICENSE # 256 EVANS R0ADOF 5HTS 949 457-1189 FAX 949 457-1160 SCALE: FOR: NIO COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS ( � C COUNTY RECOM ED Y: DATE: HOR: 1 " = 20' FILE NO. 30 • •� 1 1 � `O,/ ' 2 vl I I 2 �' - / 4 / 2 2 Ica Q 00 2 �' ' SAD .50 cry 2 / / / 2 D / 1� E to - 111 19 / �/ - / / ' s " / 111 19 12 � / ZI,Zii 1 / 2- - � rm 1" 12 - 1 " 12 h � R 2 - / 3/ 11p a 13 E � / �� `\� / 2 - i'14� % %1111 DSO, 6'O \ . 25 11I 1� III ro / V 2 a4,y 2 - 3 2 2 I, , Z 6 A � \ lu In /• In I / �s, 10 I" i /���� 3/ 111 51. 11 3/4' 03"4 111 14 / IRRIGATION LEGEND \ � ���6 F � 3 / SYMBOL MFG. MODEL NO. DESCRIl'TON �! RAD. GPM PSI /4 Q I / USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SY S HEAD O �] RAINBIRD 1806-SAM-PRS-SQ QUA RAY HEAD 4' .07 25 `3/4 3/41I /3,4 n ❑ RAINBIRD 1806-SAM-PRS-SH HALF Y HEAD 4' 13 ZS CONTRACTOR MU SE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, / CURBS OR WHERE E EDESTRIAN TRAFFIC MAY OCCUR. RAINBIRD 1806-SAM-PRS-8Q RTER SPRAY HEAD 7' .21 25 CONTRACTOR MUST USE IRD ADJUSTABLE ARC VAN NOZZLES TO AVOID 3/4i 3/411 / • RAINBIRD 1806-SAM-PRS-8H F SPRAY HEAD T .41 25 OVERSPRAY AND INSURE FULL RAGE. Q RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD T 82 25 THE CONTRACTOR MAY USE STANDA SERS IN SHRUB AREAS THAT ARE ADJACENT TO y 2 i Z z \ 3/4 ,O b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 1 l' .60 25 WALLS OR BUILDINGS OR WHERE PEDEST TRAFFIC WILL NOT OCCUR. 3 7 452 (D RAINBIRD 1806-SAM-PRS-12 HALF SPRAY HEAD 11l 1.20 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SA EAL-O-MATIC POP-UP BODY'S RAINBIRD 1806-SAM-PRS- FULL SPRAY HEAD 11 2.40 25 ON ANY HEADS ON A SYSTEM WITH 3' OR GREATER VATION CHANGE. b RAINBIRD 1806-SA S-15Q QUARTER SPRAY HEAD 14' .82 25 THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NO ES AS REQUIRED IN THE FIELD. R �g O RAINBIRD 1806- -PRS-15H HALF SPRAY HEAD 14' 1.65 25 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%0 E LIST S RAY PATTERN CONTRA TOR T O ��� l` FULL SPRAY HEAD 14' 3.30 2 � RAINBIRD 1 -SAM-PRS-15F U�TTTy WILL REQUIRE RAINBIRD PCS SCREENS. �NJ ALL REl"I IN INCH �` '�$� ��a 0 RAM 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' .56 25 L5 �OIG CIO 0 r _ Q ■ 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 Q ' CONT�?OL iUJ f RES SCp,� 26� ' LABIELED �ND (1) 'i lRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 10 �� CLOW VALVE GATE VALVE -LINE SIZE. L BIELEC� E RA \ RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD T .41 25 66 li� RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES IND TED(RECYCLED) COMMON 1ON w I E TO THIS RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 1 WATER METER-REFER TO CIVIL PLAN LOCATION. � \ � RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD 1 l' .60 25 V RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 1 BACKFLOW DEVICE - (SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE ENCLOSURE SHALL BE 'SMOOTH TOUCH'HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 ENCLOSURE - SEE DETAIL 12 ON SHEET 10 p RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 2 O AUTOMATIC CONTROLLER LOCATION- SEE NOTE. 0 RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 2 0 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTER ROTOR HEAD 21' .90 25 PRESSURE REGULATOR- (NP NOT REQUIRED ON DOMESTIC SYSTEM). SHRUB-T-S-PC-T22-1.0 O -P22-1.0 HALF ROTOR HEAD 21' 1.90 25 (PURPLE PVC)OR ALERTLINE EQUAL. PVC CLASS 200 LATERAL LINE- 12" COVER IN RAIN BIRD TURF-T-4 SAM 2.0 SHRUB-T-S -T22-2.0 PLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. O RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19, 3.40 25 (PURPLE PVC) OR ALERTLINE EQUAL. PVC SCH 40 MAINLINE 2" AND SMALLER,CLASS 315 21/2" SHRUB-T-S FC-T22-4.0 OR LARGER- 18" COVER IN PLANTING AREAS,24" COVER UNDER PAVING- SIZES INDICATED. ® RAIN BIRD TURF-T-4 SAM-PC-T30-1.3 QUARTER ROTOR HEAD 28' 1.2 25 PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR SHRUB-T-S-PC-T3 0-1.3 = PVC SCH^0 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE OS RAIN BIRD TURF-T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 SHRUB-T-S-PC-T3 0-2.5 SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. Underground © RAIN BIRD TURF-T-4 SAM-FC-T30-5.0 FULL ROTOR HEAD 31' 4.2 25 INDICATES STATION NUMBER Service Alert SHRUB-T-S FC-T30-5.0 X X• INDICATES CONTROLLER Call: TOLL FREE 1-800 X x INDICATES GPM 20 10 0 20 40 60 227-2600 INDICATES VALVE SIZE TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20 g3o-0co V110A l TJ�Aft SIZE DlG GQcJ /7 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING �ESS�Q�� MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE QR � APPROVED BY: �PNDscgp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. A. 0 ASSOCIATES, INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ht, n MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 6- ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT N 0. 28791 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND No. 33950 � Lo W u 0 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE w m w o 23276 SOUTH POINTE DRIVE SUITE 215 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 ,� r 3 , OCIO c> -i ' *c asa•ioc..•.� LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ELEVATION = 1439.662 J'j C/V\L �P K ALE OTHM DATE: I` # OR DURING CONSTRUCTION, THE LAivuSCAPE ARCHITECT SHALL BE ,y s S.r�.O Q- CALIFORNIA LICENSE 1434 IRRIGATION PLAN OF SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE Cqt\E r -'t S_0` qTF OF. CA0� NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE NO. _ • •-� III 19 �°/ / 21/2 000- - • �� / 4 2 _ 2 . , 2 2 21/2 z 2 / 14" 1,44 t II C�L _ � �2 \ \ \ 2,,z�� / z 2 � / / / P S O RO 2 �O / / PPV. , " 2 Pao 11 E i�, � � / 2 � _ 1 to I1 �' / 2 / / II N / 15 E I / 11/z 1 III 19 ' 12 E / Z 2 . 1-i E 114 E 111 I9 � -'IQ / �� / / � � �'AO 9 O 21/211 RAW 2 j 2 / DSO 6'O \ . 25 11I 1S III 6 / �v 2 34� 21/211 2 //aJ� 3/.4I4 3 2 1 t/a / /4 111411 2 _�14 / 1t,�II I/ �II 2 1/ 1 t,4 11 is CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, 11�a 3�a„ j P'9� CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID 0 OVERSPRAY AND INSURE FULL COVERAGE. r/a /Q� THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO q / 1" 3 11 /1/ WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. 5 1, 1RDIGATION LEGEND THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S \ , �� 1 ON ANY HEADS ON A SYSTEM WITH 3' OR GREATER ELEVATION CHANGE. SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI tC- O 3/4It THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. ( 11 USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN O ` 3/a ' 3,4 a 3,a 11 RAINBIRD 1806-SAM-PRS-SQ QUARTER SPRAY HEAD 4' .07 25 UANTITY WILL REQUIRE RAINBIRD PCS SCREENS. v El RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .13 25 6 ` 26 Q 1"NELSON 7645 , QUICK COUPLER, NON-POTABLE -ACME THREADS WITH LOCKING PURPLE CAP. 0 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 3�a, Q�3/ 11 • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD T .41 25 10 H CLOW VALVE GATE VALVE -LINE SIZE. Q RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD T .82 25 66 RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) \ 3, 2 ,/2 10 � RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 452. 0 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 1 0 WATER METER-REFER TO CIVIL N 3,411 , /� o RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25IV VTROFI 0 Y-STRAINER-YARDNEY T-SERIES MAXI-CLEAN OR APPROVED EQUAL. CONTRACTOR J L11 b RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 ENCLOSURE SHA NON-POTABLE AT A L111C. TOT H HIGH PROFILE STAINLESS SOTEEL BACKFLOW DEVICE SHALL SUBMIT CUT SHEET TO EMWD PRIOR TO CONSRUCTION FOR APPROVAL. O RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14 1.65 25 GONTR� TOR TO PUL Ol` v (0 RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 2 `� AUTOM IC CO T OLLE C O - ,4LL REM a RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' .56 25 CONTROL ■ RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 2 �M 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES C� PRESSUR G OR-(NP E O C T L,45EL= Nth 1 �S i RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 '� (PURPLE PVC )PVC CLASS 200 LATERAL LINE- 12" COVER IN L�4BELE0 $ R04 \ RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 7' .41 25 PLANTING AREA , ER PAVING. - SIZES PLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD T 82 25 (PURPLE PV E EQUAL. PVC SC H 40 MAINLINE 2" LASS 315 21/2"(PURPLE PVC)PVC SCH 40 MAINLINE 1-1/2" AND SMALLER,CLASS 315 2" RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD I V .60 25 11 " " _ II �1 " LOC�4T I ON. � &3", C-900, CL-200 4 -6 2-1/2 AND SMALLER, 18 MIN. COVER IN PLANTING AREAS,24 COVER V RAIN BIRD 1804-SAM-PRS-121-1 HALF SPRAY HEAD 11' 1.20 25 UNDER PAVING- Y-4" MIN. COVER 24" - 6" MIN. COVER 36" - SIZES INDICATED. O RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 PVC C 200 IR EVE - A D L CA PE ONT TOR HUNTER TURF-I-20-6P-ADS-.75SR QUARTER ROTOR HEAD 23' .58 30 RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE SHRUB-1-20-HP-ADS-.75SR SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 O HUNTER TURF-I-20-6P-ADS-I.5SR HALF ROTOR HEAD 23' 1.1 30 Op RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 INDICATES STATION NUMBER SHRUB-I-20-HP-ADS-I.5SR X X' INDICATES CONTROLLER HUNTER TURF-I-20-6P-ADS-3.OSR FULL ROTOR HEAD 23' 2.5 30 X X INDICATES GPM SHRUB-I-20-HP-ADS-3.OSR SHRUB-T-S-PC-T22-1.0 RAIN B F-T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 1.90 25 INDICATES VALVE SIZE ® HUNTER TURF-I-20-6P-ADS-1.5 QUARTER ROTOR HEAD 32' 1.2 30 SHR _ -PC-T22-2.0 SHRUB-I-2 0-HP-ADS-1.5 OS HUNTER TURF-I-20-6P-ADS-3.0 HALF ROTOR HEAD 34' 2.0 30 0 RAIN BIRD SHRUB-T-S M T22-4.p 4.0 FULL HEAD 19, 3.40 25 SHRUB-1-20-HP-ADS-3.0 © HUNTER TURF-I-20-6P-ADS-6.0 FULL ROTOR HEAD 35' 4.2 30 ® RAIN BIRD TURF-T-4 SAM-PC- - .3 Q R ROTOR HEAD 28' 1.2 25 SHRUB-I-20-HP-ADS-6.0 SHRUB-T- - 30-1.3 O RAIN BIRD - -4 SAM-PC-T30-2.5 HALF ROTOR HE 29' 2.2 25 SHRUB-T-S-PC-T30-2.5 Underground ROTOR 3-1' 5 Service Alert SHRUB-T-S FC-T30-5.0 Call: TOLL FREE 1 -800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG B-30-06 MDA 1 Quick coupler SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT 6-1-07 MDA 2 Revs perEMWD -7 TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING LESS/ APPROVED BY: �PNDSCA,0 MILLENNIUM DESIGN BENCHMARK: PERMIT HAS BEEN ISSUED. N o e� � 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS P� D 'Y a`� `cam q� ASSOCIATES INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 6A ht� ��" ny MURRIETA ROAD AND SOUTHEAST O ROAD,MOST FEET EAST OF MURRIETA TRACT N 0. 28791 � ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 9 � LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND rn THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 457 )2 � W 0 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 12/31/08 � * 9130 EZP.ME ,� LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL SJq� C1V1� �Q ALAN D. FRENCH DATE: ST9r ?, 2�07 �\Q CALIFORNIA LICENSE # 1434 ELEVATION = 1439.662 IRRIGATION PLAN 27 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE OF SHTS/ RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CALIF 1 T /Q F OF CAL�F� NEVADA LICENSE # 256 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY ECOM DED Y: YLE ENGINEERING DATE: 7 (949) 457-1 189 FAX (949) 457-1 160 SCALE:HOR: 1 " = 20' FOR: W.O. COUNTY FILE NO. MATCHLINE SEE SHEET 3 TRACT 28789 96 37 C/� III 2 P� j 3 E �4�7^ - 21/z" 14J9 �/ 1439.57 - - - - 1449. _ T 6 CF 2 TC-6 CF � - S� ♦- / 3 �' � - � �-�1�� ��� 1 1 j� 2 3 2 2 2 1 7 �� • 2 �u- - - - - - I - - - - - - � - _meµ 3/ u A�C� Zg�$9 - - - _ R/w 3, 2 --_2 -� - - C3/--" -- O I [\ 2 _ ,,/.¢" 3/4 3? 3/4"/ 3/4" 3/41 i 3/41 i 2 2 2 2 2 1 2 �- 3'4 1 1 11�.4 I�� 3/4_ 4 2 - 0 n a� I II N 2 ,�� I I%II , - 2 �-qo �o �o 1 i000 i 2 M C, _ � v 2/3� 1 I/Z �I G r� 2 ­3/44 ��s I .4 2 tIl t7t �'/90 I � I Sman � IRRIGATION LEGEND' SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD [l RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 CONTRACTOR MUST USE T-12 SAM R R POP-UP BODY'S ON HEADS ADJACENT TO WALKS, 0 RAINBIRD 1806-SAM-PRS-5H HALF SPRAY HEAD 4' .1 5 CURBS OR WHERE EVER PEDESTRIAN T IC MAY OCCUR. 6 RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25• RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD 1 .41 25 CONTRACTOR MUST USE RAINBIRD ADJUSTAB RC VAN NOZZLES TO AVOID RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 OVERSPRAY AND INSURE FULL COVERAGE. THE CONTRACTOR MAY USE STANDARD RISERS IN SHR EAS THAT ARE ADJACENT TO b RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRA AD 11' .60 25(11111 RAINBIRD 1806-SAM-PRS-12H HALF SP AD 11' 1.20 25 WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL T OCCUR. RAY 0 RAINBIRD 1806-SAM-PRS-12F FULL SP HEAD 11' 2.40 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC P UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHAN (h RAINBIRD 1806-SAM-PRS-15Q TER SPRAY HEAD 14' .82 25 THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQULHT THE FIELD. O RAINBIRD 1806-SAM-PRS-15H LF SPRAY HEAD 14' 1.65 25 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRA TTERN 0 RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 U�,� WILL REQUIRE RAINBIRD PCS SCREENS. a RAINBIRD 1806-SAM-PRS-15 ES END SPRAY HEAD 4X14' .56 25 0, � ON, �IC.IL Gov � ON`po�i981.�-f}GmE-fPr1e�14l1s u;ITfk �)<./ ��19P ■ RAINBIRD 1806-SAM-PRS-1 STRIP SPRAY HEAD 4x28' 1.11 25 26 Q i RAINBIRD 1804-S S-8Q QUARTER SPRAY HEAD 7' .21 25 10 CLOW VALVE GATE VALVE -LINE SIZE. RAINBIRD 1804- -PRS-8H HALF SPRAY HEAD 7' .41 25 66 RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED RAINBIRD 1 -SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 � RAIN 1804-SAM-PRS-12Q QUARTER SPRAY HEAD I F .60 25 1 WATER METER-REFER TO CIVIL PLAN V BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 1 BACKFLOW DEVICE -(SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE O RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 ENCLOSURE SHALL BE 'SMOOTH TOUCH' HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 ENCLOSURE - SEE DETAIL 12 ON SHEET 10 p RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 2 O AUTOMATIC CONTROLLER LOCATION- SEE NOTE. O RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 2 O 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTER ROTOR HEAD 21' .90 25 PRESSURE REGULATOR-(NP NOT REQUIRED ON DOMESTIC SYSTEM). SHRUB-T-S-PC-T22-1.0 (PURPLE PVC)OR ALERTLINE EQUAL. PVC CLASS 200 LATERAL LINE- 12" COVER IN RAIN BIRD TURF-T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 21' 1.90 25 PLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. SHRUB-T-S-PC-T22-2.0 RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19, 3.40 25 (PURPLE PVC)OR ALERTLINE EQUAL. PVC SCH 40 MAINLINE 2"AND SMALLER,CLASS 315 21/2" SHRUB-T-S FC-T22-4.0 OR LARGER- 18" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING- SIZES INDICATED. ® RAIN BIRD TURF-T-4 SAM-PC-T30-1.3 QUARTER ROTOR HEAD 28' 1.2 25 PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR SHRUB-T-S-PC-T30-1.3 = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE OS RAIN BIRD TURF-T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. SHRUB-T-S-PC-T30-2.5 © RAIN BIRD TURF-T-4 SAM-FC-T30-5.0 FULL ROTOR HEAD 31' 4.2 25 INDICATES STATION NUMBER SHRUB-T-S FC-T30-5.0 o Underground X X' INDICATES CONTROLLER Service Alert x - INDICATES GPM Call: TOLL FREE INDICATES VALVE SIZE 1-800 20 1D 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG At, sacA x*-CCO LA SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ APPROVED BY: MILLENNIUM DESIGN BENCHMARK: pE# p , �pNDSCAp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. Q�� A 0 �. �� G�pEL L q., F y CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 1b Z ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT I V O. 2 8 7 9 1 C� 2 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND � No. 33950 � c� w (A m OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 SOUTH SIDE OF LA PIEDRA ONLY THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE w o + 23276 SOUTH POINTE DRIVE, SUITE 215 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 3 0 V ` -, HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL s �P KHAL A. OTIHA N DATE: * 9 007�`"'D"E '� LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 CjV�� s; .�� CALIFORNIA LICENSE # 1434 IRRIGATION PLAN 27 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q�, � �� � OF SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE G1� DALE F CA��Fci< NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 FOR: W.O. COUNTY REVISIONS ENGINEER COUNTY RECOMMENDED BY: __ .__ _.._...__....._ DATE: HOR: 1 = 20 MATCHLINE SEE SHEET 3 TRACT 29789 Z 36 .37 l-7-^ - - - 444Q - TC 6 CF I /2 TC-6 CF z'z -- - TC-6'CF 1''4" ITC-6 CF 2 2 2 C�L j 2 2 ," 1 A4 - -- 671 - - / - C �, ; 2 _ _ _ 0 3/4 11 V i I 2 _----- ;, 1 1 2 1 2 I" - 4 2 2 2 1 II L� / 32 � `o / I' 2 - -- 411 up n 000 2 o, 2 Q ► v 2 1 1% I _ 2 2 /� I v 1 7 E 2/ II 19 ZI/z, 2 2 .' � v 2 -� 11/4 / ! IIVIN,DD IGATION LEGEND SYMBOL MFG. MODEL NO. DESCRIPTON RAD. GPM PSI USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD It RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .07 25 CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, ❑ RAINBIRD 1806-SAM-PRS-514 HALF SPRAY HEAD 4' .13 25 CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. i RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD T .41 25 Q RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 OVERSPRAY AND INSURE FULL COVERAGE. � THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. 4 RAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD IF 2.40 25 THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S ON ANY HEADS ON A SYSTEM WITH Y OR GREATER ELEVATION CHANGE. b RAINBIRD 1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS REQUIRED IN THE FIELD. O RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN 0 RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 U� WILL REQUIRE RAINBIRD PCS SCREENS. a RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4X14' .56 25 26 Q 1"NELSON 7645 QUICK COUPLER, NON-POTABLE -ACME THREADS WITH LOCKING PURPLE CAP. 0 ■ RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 10 H CLOW VALVE GATE VALVE -LINE SIZE. 'i RAINBIRD 1804-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD T .41 25 66 RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD 11' .60 25 1 ❑M WATER METER-REFER TO CIVIL P V RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 1 13 A CKFil 0 AA 1LL BE RUST A I I ED AS A ROTA 21 F4 234STFAA4 10 BE Y-STRAINER-YARDNEY T-SERIES MAXI-CLEAN OR APPROVED EQUAL. CONTRACTOR RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 RETRO NON-POTABLE AT A LATER DATE SHALL SUBMIT CUT SHEET TO EMWD PRIOR TO CONSRUCTION FOR APPROVAL. HUNTER TURF-I-20-6P-ADS-.75SR QUARTER ROTOR HEAD 23' .58 30 ENCLOSURE SHALL B GH PROFILE STAINLESS STEEL BACKFLOW DEVICE 2 SHRUB-I-20-HP-ADS-.75SR12 RAIN BIRD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 HUNTER TURF-1-20-6P-ADS-I.5SR HALF ROTOR HEAD 23' 1.1 30 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 2 O SHRUB-I-20-HP-ADS-I.5SR p�O RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 2" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES HUNTER TURF-1-20-6P-ADS-3.OSR FULL ROTOR HEAD 23' 2.5 30 2 SHRUB-I-20-HP-ADS-3.0SR PRESSURE REGULATOR-(NP N E 0 C TE ® HUNTER TURF-I-20-6P-ADS-1.5 QUARTER ROTOR HEAD 32' 1.2 30 SHRUB-T-S-P C-T22-1.02 RAIN BIRD -T-4 SAM-PC-T22-2.0 HALF ROTOR HEAD 1.90 25 PLANTING AR 11 (PURPLE PVC )PVC CLASS 200 LATERAL LINE- 12" COVER IN SHRUB-I-20-HP-ADS-1.5 ER PAVING. - SIZES IND QPLANTING AREAS,24" COVER UNDER PAVING. - SIZES INDICATED. OS HUNTER TURF-I-20-6P-ADS-3.0 HALF ROTOR HEAD 34' 2.0 30 SHRUB- - C-T22-2.0 2 SHRUB-I-20-HP-ADS-3.0 RAIN BIRD TURF-T-4 SAM- - -4.0 FULL HEAD 19, 3.40 25 (PURPLE PVC QUAL. PVC SCH 40 MAINLINE CLASS 315 21/2" (PURPLE PVC)PVC SCH 40 MAINLINE 1-1/2"AND SMALLER, CLASS 315 2" © HUNTER TURF-I-20-6P-ADS-6.0 FULL ROTOR HEAD 35' 4.2 30 SHRUB-T-S FC-T22-4.0 DERPAVING &3", C-900, CL-200 4"-6" -2-1/2" AND SMALLER, 18" MIN. COVER IN PLANTING AREAS,24" COVER SHRUB-I-20-HP-ADS-6.0 UNDER PAVING- Y-4" MIN. COVER 24" - 6" MIN. COVER 36" - SIZES INDICATED. ® RAIN BIRD TURF-T-4 SAM-PC- - .3 QU ROTOR HEAD 28' 1.2 25 PV C 200 VE - L A PE NT OR SHRUB-T- - 30-1.3 = PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE O RAIN BIRD - -4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 - SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. SHRUB-T-S-P C-T30-2.5 INDICATES STATION NUMBER SHRUB-T-S FC-T30-5.0 o Underground X )C INDICATES CONTROLLER Service Alert X x INDICATES GPM Call: TOLL FREE INDICATES VALVE SIZE 1 -800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' 6-30-06 MDA 1 Quick coupler SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT 6-1-07 MDA 2 Revs per EMWD p-7 TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ MILLENNIUM DESIGN BENCHMARK: COUNTY O F RIVERSIDE APPROVED BY: �pNDSCgp 2.2 THE LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. �pN° F 1 t�,� NpEL � F y CHURCH SINSSUN CITY 0.15 MILES ITFROMATHER NOTE SECTION CATHOLIC P �14G �`' 'f'COIy ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD. 246 FEET EAST OF MURRIETA 7A LANDSCAPE ARCHITECTS z ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT NO. 28791 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 457 � •�o�d 07 LU o C) 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' x 30' SET A BRASS DISK DATE: 1970 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 12/31 08 is -jKonao,oc,.a►� * LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL S �Q ALA FRENCH DATE: ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE Iq CIV11. s� Q7 CALIFORNIA LICENSE # 1434 IRRIGATION PLAN 27 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CAL�F "7 l L �� 7 qTF OF' CAL\F NEVADA LICENSE # 256 SCALE: OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 �. FOR: W.O. COUNTY ENGINEER COUNTY ECOMME D E ENGINEERING DATE: HOR: 1 = 20 FILE NO. N GUIDELINE FOR RECYCLED WATER RECYCLED / POTABLE NOTES IRRIGATION LEGEND Lv L.L_ O 1. IRRIGATION BEWEEN THE HOURS OF 9"00 PM AND 6:00 AM ONLY. WATERING OUTSIDE THIS TIME FRAME SYMBOL MFG. MODEL NO. DESCRIPTION RAD. GPM PSI O Z A. THE INSTALLATION OF THE IRRIGATION WATER SYSTEM SHALL CONFORM TO THE REGULATIONS MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY FOR THE CONSTRUCTION OF IRRIGATION WATER SYSTEMS WITHIN THE"EASTERN MUNICIPAL WATER USE 1800 NP OR T-BIRD-NP COVERS ON ALL RECYCLED SYSTEMS HEAD Li z w TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. DISTRICT"AND THE ACCOMPANYING PLANS AND SPECIFICATIONS. o w REDUCED PRESSURE LOCKABLE PRINCIPLE BACKFLOW ENCLOSURE 2. IRRIGATE IN A MANNER THAT WILL MINIMIZE RUNOFF POOLING AN PONDING. THE APPLICATION RATE El It RAINBIRD 1806-SAM-PRS-5Q QUARTER SPRAY HEAD 4' .13 25 L� I PREVENTION ASSEMBLY SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE B. ALL ONSITE RECYCLED AND POTABLE WATER PIPING INSTALLED ON THIS PROJECT SHALL BE RAINBIRD 1806-SAM-PRS-SH HALF SPRAY HEAD 4' 13 25 O (n IDENTIFIED IN ACCORDANCE WITH EID'S REGULATIONS AND THE IRRIGATION SPECIFICATIONS. ♦ RAINBIRD 1806-SAM-PRS-8Q QUARTER SPRAY HEAD 7' .21 25 Lj SEE DETAIL 12 ON COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THEIS PROCEDURE MAY BE • RAINBIRD 1806-SAM-PRS-8H HALF SPRAY HEAD T 41 25 z SHEET 1 0 FOR FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS,(I.E.,EMPLOYING THE (RECYCLED) RAINBIRD 1806-SAM-PRS-8F FULL SPRAY HEAD 7' .82 25 O Q C. RECYCLED WATER PIPING SHALL BE PURPLE PVC MANUFACTURED FOR RECYCLED RECYCLED f= > ENCLOSURE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM Q WATER SYSTEMS. O LIJ SOIL ABSORPTION). 4 RAINBIRD 1806-SAM-PRS-12Q QUARTER SPRAY HEAD 11 60 25 J D. MARKING ON THE PURPLE PVC PIPE SHALL INCLUDE THE FOLLOWING: 0 RAINBIRD 1806-SAM-PRS-12H HALF SPRAY HEAD ill 1.20 25 Ir MIN. 12" CLR. CONCRETE 3. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NO UNDER THE CONTROL OF THE LijRAINBIRD 1806-SAM-PRS-12F FULL SPRAY HEAD ill 2.40 25 N MAX 36" CLR. PAD CUSTOMER. FOR EXAMPLE,POOL DECKS,PRIVATE PATIOS, STREETS,AND SIDEWALKS. CAUTION RECYCLED OR(RECYCLED)WATER;NOMINAL PIPE SIZE;PVC-1120;PRESSURE RATING CURB IN POUNDS PER SQUARE INCH AT 73 DEGREES;ASTM DESIGNATIONS SUCH AS 1785,2241,2672,3139. b RAINBIRD1806-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 STREET 4. MONITOR AN MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN X SPRINKLER HEADS,LEAKS,UNRELIABLE VALVES,ETC., SHOULD BE REPAIRED AS SOON AS THEY PRINTING SHALL BE PLACED CONTINUOUSLY ON TWO SIDES OF THE PIPE. O RAINBIRD 1806-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 QO RAINBIRD 1806-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 BECOME APPARENT. E. ALL RECYCLED WATER SPRINKLER BOX COVERS AND CONTROL VALVES,ISOLATION VALVES, TO CITY WATER MAIN QUICK COUPLERS,AND ALL APPURTENANCES SHALL TAGGED WITH IDENTIFICATION TAGS. 11 RAINBIRD 1806-SAM-PRS-15 EST END SPRAY HEAD 4XI4' .56 25 _ 5. EDUCATE ALL MAINTENANCE PERSONNEL,ON A CONRINUOUS BASIS,OF THE PRESENCE OF • METER RECYCLED WATER,AND THE FACT THAT IT IS NOT APPROVED FOR DRINKING PUPOSES. GIVEN THE HIGH RAINBIRD 1806-SAM-PRS-15 SST STRIP SPRAY HEAD 4x28' 1.11 25 -- (1) TAGS SHALL BE WEATHERPROOF PLASTIC, 3"X4",PURPLE IN COLOR WITH THE WORDS"WARNING _ TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IR IS IMPORTANT THAT THIS INFORMATION RECYCLED OR RECYCLED WATER-DO NOT DRINK"IMPRINTED ON ONE SIDE AND"AVISA AGUA Q QUARTER SPRAY HEAD 7' .21 25 F FLOW FLOW BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU,THE LANDSCAPE CONTRACTOR,WHO IS IMPURA-NO(TOMAR"ON THE OTHER SIDE. IMPRINTING SHALL BE PERMANENT AND BLACK IN COLOR. V RAINBIRD 1804-SAM-PRS-8H HALF SPRAY HEAD 7' -41 25 5' MAX. RESPONSIBLE FOR EDUCATION EACH AND EVERY ONE OF YOUR EMPLOYEES. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. O RAINBIRD 1804-SAM-PRS-8F FULL SPRAY HEAD T .82 25 6. OBTAIN PROIR APPROVAL FOR ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY ONSITE (2) ONE TAG SHALL BE ATTACHED TO EACH APPURTENANCE AS FOLLOWS,OR; RAIN BIRD 1804-SAM-PRS-12Q QUARTER SPRAY HEAD 11' FACILITIES. SUCH CHANGES MUST BE SUBMITTED TO,AND APPROVED BY,THE DISTRICT ENGINEERING 1.2 25 V RAIN BIRD 1804-SAM-PRS-12H HALF SPRAY HEAD 11' 1.20 25 OFFICE AN DDESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. IDENTIFICATION SHALL BE AFFIXED TO EACH IRRIGATION VALVE LID COVER AND VALVE AS FOLLOWS: O RAIN BIRD 1804-SAM-PRS-12F FULL SPRAY HEAD 11' 2.40 25 COPPER TUBING TYPE L FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES PUTS YOUR SYSTEM IN VIOLATION (a) IDENTIFY VALVE COVER WITH LABEL OR BRANDED HOT STAMP THAT READS"RECYCLED(OR TO THE DISTRICT'S RULES AND REGULATIONS,AND WILL RESULT IN TERMINATION OF SERVICE UNTIL RECYCLED)WATER DO NOT DRINK"OR USE PURPLE COVER WITH SAME IDENTIFICATION RAIN BD 1804-SAM-PRS-15Q QUARTER SPRAY HEAD 14' .82 25 THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. (b) ATTACH TAG TO CONTROL VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 0 RAIN BIRD 1804-SAM-PRS-15H HALF SPRAY HEAD 14' 1.65 25 N STA L LATI 0 N 0 F 2 INCH AND S M A LE R REDUCED PRESSURE (c) ATTACH TAG TO CONTROL VALVE SOLENOID WIRE DIRECTLY OR WITH PLASTIC TIE-WRAP OR Op RAIN BIRD 1804-SAM-PRS-15F FULL SPRAY HEAD 14' 3.30 25 (d) ATTACH TO BODY OF THE RELATIVE APPURTENANCE WITH A PLASTIC TIE-WRAP RAIN BIRD TURF-T-4 SAM-PC-T22-1.0 QUARTER ROTOR HEAD 21' 90 25 PRINCIPLE BAC K E LO W PREVENTION ASSEMBLY W/ WATER METER F. WARNING TAPES SHALL BE USED ON ALL CONSTANT PRESSURE MAINLINE PIPING CARRYING SHRUB-T-S-PC-T22-1.0 POTABLE WATER HALF ROTOR HEAD 21' 1.90 25 N.T.S. 0 RAIN BIRD SHRUB T-S PC-T22 2?0 2 0 IRRIGATION NOTES G. WARNING TAPES SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE 1, REDUCED PRESSURE BACKFLOW PREVENTION ASSEMBLIES MUST BE CONNECTED T❑ CITY ENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO RAIN BIRD TURF-T-4 SAM-FC-T22-4.0 FULL ROTOR HEAD 19, 3.40 25 WATER AND TESTED PRIOR TO BEING PLACED INT❑ SERVICE, THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY SHRUB-T-S FC-T22-4A 2, POINT OF SERVICE: DIAGRAMMATIC PLAN 5 FEET ON CENTER. A, POINT OF SERVICE IS THE BACK OF CURB FOR ALL CITY STREETS WITH PLANTER THIS SYSTEM IS DIAGRAMMATIC.ALL PIPE,VALVES,ETC. SHOWN WITHIN PAVED SHRUB-T-S-P C-T3® RAIN BIRD TURF-T-4 SAM-P 3 0-1.3 1.3 0-1.3 QUARTER ROTOR HEAD 28 1.2 25 STRIPS, AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN H. WARNING TAPE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SHALL BE BLUE IN COLOR O RAIN BIRD TURF-T-4 SAM-PC-T30-2.5 HALF ROTOR HEAD 29' 2.2 25 B, POINT OF SERVICE IS THE BACK ❑F SIDEWALK F❑R STREETS WITH SIDEWALK PLANTING AREAS AND JOINT TRENCHES WHEREVER POSSIBLE. WITH THE WORDS"CAUTION BURIED WATERLINE BELOW"IMPRINTED IN MINIMUM 1-INCH HIGH LETTERS SHRUB-T-S-PC-T3 0-2.5 CONTIGUOUS WITH CURB AND GUTTER, SPRINKLER ADJUSTMENT REQUIRED BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. © RAIN BIRD TURF-T-4 SAM-FC-T30-5.0 FULL ROTOR HEAD 31' 4.2 25 C. POINT OF SERVICE THE RIGHT-OF-WAY LINE ❑N ALL ALLEYS AND UNIMPROVED STREETS. THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS I. RIVERSIDE WATER DISTRICT SHALL BE NOTIFIED TWO DAYS PRIOR TO THE START OF IRRIGATION SHRUB-T-S FC-T30-5.0 FOR OPTIMUM PERFORMANCE AND PREVENT OVERSPRAY ONTO WALKS AND CONSTRUCTION AT AND EACH WORK DAY THEREAFTER UNTIL COMPLETION OF PROJECT. D. WHERE THE POINT OF SERVICE IS UNCLEAR THE L❑CATION SHALL BE DETERMINED BY ROADWAYS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST CONTRACTOR MUST USE T-12 SAM ROTOR POP-UP BODY'S ON HEADS ADJACENT TO WALKS, THE CROSS CONNECTION CONTROL SPECIALIST ❑R HIS DESIGNEE, DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS. CONTRACTOR TO USE J. ALL PRESSURE MAIN LINE PIPING FROM THE RECYCLED WATER SYSTEM SHALL BE INSTALLED TO 3. LIST ❑F APPROVED BACKFLOW PREVENTION ASSEMBLIES AND CERTIFIED BACKFLOW PRESSURE COMPENSATING SCREENS WHEN RADIUS IS REDUCED MORE THAN FIFTY MAINTAIN 10 FEET MINIMUM HORIZONTAL SEPARATION FROM ALL POTABLE WATER PIPING. WHERE CURBS OR WHERE EVER PEDESTRIAN TRAFFIC MAY OCCUR. PREVENTION ASSEMBLY TESTERS ARE AVAILABLE AT THE DEPARTMENT OF UTILITIES PERCENT(50%). RECYCLED AND POTABLE WATER PRESSURE MAIN LINE PIPING CROSS. THE RECYCLED WATER PIPING CONTRACTOR MUST USE RAINBIRD ADJUSTABLE ARC VAN NOZZLES TO AVOID CUSTOMER SERVICE COUNTER, INSTALL NECESSARY CHECK VALVE IN HEADS THAT EXHIBIT TENDENCIES FOR LOW SHALL BE INSTALLED BELOW THE POTABLE WATER PIPING IN A CLASS 200 PURPLE PVC SLEEVE WHICH OVERSPRAY AND INSURE FULL COVERAGE. EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE OF THE POTABLE WATER PIPING. PROVIDE A MINIMUM HEAD DRAINAGE. VERTICAL CLEARANCE OF 6-INCHES.CONVENTIONAL(WHITE)PVC PIPE MAY BE USED FOR SLEEVING THE CONTRACTOR MAY USE STANDARD RISERS IN SHRUB AREAS THAT ARE ADJACENT TO 4, THE BACKFLOW PREVENTI❑N ASSEMBLIES SHALL BE INSTALLED ABOVE GROUND, IN A FIELD CONDITIONS MATERIAL IF IT IS TAPED WITH 3-INCH WIDE PURPLE WARNING TAPE WHICH READS"CAUTION RECYCLED WALLS OR BUILDINGS OR WHERE PEDESTRIAN TRAFFIC WILL NOT OCCUR. HORIZONTAL AND LEVEL P❑SITION, THE ASSEMBLY SHALL BE LOCATED ON THE CUSTOMER'S SIDE AND N❑ FURTHER THAN FIVE (5) FEET FROM THE POINT ❑F SERVICE DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE (OR RECYCLED)WATER". THE CONTRACTOR IS REQUIRED TO USE 1800-SAM SEAL-O-MATIC POP-UP BODY'S ❑R THE METER, DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR ON ANY HEADS ON A SYSTEM WITH 3' OR GREATER ELEVATION CHANGE. 5. NO OUTLET, TAP, TEE, ❑R CONNECTION BETWEEN THE WATER MAIN AND BACKFLOW GRADE DIFFERENCES EXIST AND SHOULD BE BROUGHT TO THE ATTENTION OF THE K. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO OPERATE BETWEEN THE HOURS OF 9:00 PM AND THE 8' SPRAY HEADS MAY BE SUBSTITUTED WITH 10'NOZZLES AS RE P R E V E N T E R IS ALLOWED UNLESS APPROVED BY THE DEPARTMENT OF UTILITIES, CONTRACTING OFFICER. IN THE EVENT THAT THIS NOTIFICATION IS 6:00 AM UNLESS OTHERWISE DIRECTED BY THE DISTRICT ENGINEER. REQUIRED IN THE FIELD. NOT PERFORMED,THE CONTRACTOR MUST ASSUME FULL RESPONSIBILITY FOR ANY ANY HEADS THE NEED A REDUCTION OF MORE THAN 50%OF THE LISTED SPRAY PATTERN 6. CONCRETE PAD IS RECOMMENDED IF ASSEMBLY IS PLACED WITHIN A PROTECTIVE REVISIONS REQUIRED. L. ALL COMMON AREAS WHERE RECYCLED WATER IS USED AND THAT ARE ACCESSIBLE TO THE WILL REQUIRE RAINBIRD PCS SCREENS. ENCLOSURE, GENERAL PUBLIC SHALL BE POSTED WITH CONSPICUOUS SIGNS THAT INCLUDE THE FOLLOWING 7. FREEZE BAGS ARE RECOMMENDED FOR FREEZE PROTECTI❑N, SWING JOINTS WORDING IN A SIZE NO LESS THAT 4INCHES HIGH BY 8 INCHES WIDE: "RECYCLED WATER-DO Q RAIN BIRD, QUICK COUPLER, FOR RECYCLED - 33 DNP WITH LOCKING PURPLE CAP. INSTALL ALL HEADS WITH DOUBLE OR TRIPLE SWING JOINTS,USING STREET ELLS, NOT DRINK"OR"RECYCLED WATER-DO NOT DRINK". EACH SIGN SHALL ALSO DISPLAY AN CLOW VALVE GATE VALVE-LINE SIZE. AS PER DETAIL. INTERNATIONAL SYMBOL CONVEYING THE SAME WARNING. MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED M. ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE ie RAINBIRD PESB-PRS-NP-HAN SERIES REMOTE CONTROL VALVE - SIZES INDICATED(RECYCLED) THE SPRINKLER SYSTEM DESIGN IS BASED ON A MINIMUM OPERATIONAL PRESSURE CUSTOMER. FOR EXAMPLE,POOL DECKS,PRIVATE PATIOS, STREETS,AND SIDEWALKS. WATER METER-REFER TO CIVIL PLAN AND A MAXIMUM DEMAND AT THE POINT OF CONNECTION,AS NOTED ON THE PLAN. N. CONTACT THE RIVERSIDE WATER DISTRICT TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE/AND 0 BACKFLOW DEVICE - ( SYSTEM WILL BE INSTALLED AS A POTABLE SYSTEM TO BE BEFORE INSTALLING THE SYSTEM,CHECK POINT OF CONNECTION AND IMMEDIATELY CROSS CONNECTION TEST AT AND ARRANGE A WALK THROUGH OF THE SYSTEM. RETROFITTED FOR NON-POTABLE AT A LATER DATE. - SEE P.O.C.NOTE NOTIFY CONTRACTING OFFICER IF PRESSURE IS NOT AS NOTED OR THE REQUIRED ENCLOSURE SHALL BE 'SMOOTH TOUCH' HIGH PROFILE STAINLESS STEEL BACKFLOW DEVICE REDUCED PRES SURE B.F. GALLONS PER MINUTE IS NOT AVAILABLE. 0. FAILURE TO COMPLY WITH ANY OR ALL OF THE ABOVE GUIDELINES WILL PLACE THE SYSTEM IN ENCLOSURE - SEE DETAIL 12 ON SHEET 10 WATER LINE UNDER PAVING VIOLATION OF EID RULES AND REGULATIONS,AND WILL RESULT IN TERMINATION OF SERVICE UNTIL O AUTOMATIC CONTROLLER LOCATION- SEE NOTE. ALL MAINLINE UNDER PAVING SHALL BE INSTALLED 24"DEEP.ALL LATERAL LINES THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN, OM Z" RAINBIRD 200-PESB-PRSB-NP-HAN MASTER VALVE-WITH A 2" WILKEN 500 SERIES UNDER PAVING SHALL BE SCH 40 PVC AND INSTALLED 24"DEEP. P. WARNING TAPE ON RECYCLED WATER CONSTANT PRESSURE MAINLINE PIPING IS ONLY ALLOWED PRESSURE REGULATOR-(NP NOT REQUIRED ON DOMESTIC SYSTEM). SYSTEM COVERAGE ON PROJECT-BY-PROJECT APPROVAL FROM THE DISTRICT ENGINEER. IF APPROVED,IT MUST FOLLOW THE IRRIGATION CONTRACTOR IS TO ADJUST HEAD LOCATIONS IN THE FIELD IN THESE INSTALLATION SPECIFICATIONS: (PURPLE PVC)OR ALERTLINE EQUAL. PVC CLASS 200 LATERAL LINE- 12" COVER IN ORDER TO GUARANTEE 100%COVERAGE. CONTRACTOR TO CONTACT THE PLANTING AREAS, 24" COVER UNDER PAVING. - SIZES INDICATED. CONTRACTING OFFICER PRIOR TO ANY MAJOR CHANGE(S)RESULTING IN (1) WARNING TAPE SHALL BE USED ON ALL CONSTANT PRESSURE MAINS. CONTRALTI COST IC THE OWNER. (2) WARNING TAPE SHALL BE A MINIMUM OF 3-INCHES WIDE AND SHALL RUN CONTINUOUSLY FOR THE (PURPLE PVC)OR ALERTLINE EQUAL. PVC SCH 40 MAINLINE 2"AND SMALLER, CLASS 315 21/2" ADDENTIRE LENGTH OF ALL CONSTANT PRESSURE MAIN LINE PIPING. THE TAPE SHALL BE ATTACHED TO OR LARGER- 18" COVER IN PLANTING AREAS, 24" COVER UNDER PAVING- SIZES INDICATED. BACKFLOW ENCLOSURE THE TOP OF THE PIPE WITH PLASTIC TAPE BANDED AROUND THE WARNING TAPE AND THE PIPE EVERY PVC CLASS 200 WIRE SLEEVE - SIZE AND LOCATION PER CONTRACTOR 5 FEET ON CENTER, THE BACKFLOW ENCLOSURE SHALL BE PER DETAIL 12 SHEET 8 (3) WARNING TAPE FOR THE CONSTANT PRESSURE RECYCLED WATER PIPING SHALL BE PURPLE IN - - PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. -PROVIDE COLOR WITH THE WORDS "CAUTION-RECYCLED(OR RECYCLED)WATER"IMPRINTED A MINIMUM OF SLEEVES UNDER ANY PAVING THAT EXCEEDS 4'WIDE. 1-INCH HIGH AND BLACK IN COLOR. IMPRINTING SHALL BE CONTINUOUS AND PERMANENT. INDICATES STATION NUMBER X X- INDICATES CONTROLLER x x = INDICATES GPM INDICATES VALVE SIZE Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: ESS, MILLENNIUM DESIGN COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING APPROVED BY; PNDSc 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC PERMIT HAS BEEN ISSUED. Q�P A. of ApF CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF LANDSCAPE STREET IMPROVEMENT PLANS , ��� ��L ` � "P ASSOCIATES INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA y� ny ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36- LANDSCAPE ARCHITECTS 8 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE L`' � - i > � OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 0/06 �- I- " y 23276 SOUTH POINTE DRIVE, SUITE 215 TRACT N 0. 2 8 7 8 9 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c G/aao7EXF.VA-M * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE �q C1V1� KHAL A. OTH N DATE: s�q .I�-Ov �Q CALIFORNIA LICENSE # 1434 IRRIGATION LEGEND & NOTES OF 27 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� CALIF stets �� TFOF CALF NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 . FOR: W.O. COUNTY 9 ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20FILE NO. r IRRIGATION SCHEDULE LANDSCAPE WATER USE THIS IRRIGATION SCHEDULE IS BASED ON AN ESTABLISHED LANDSCAPE IRRIGATION PROJECTED LANDSCAPE IRRIGATION WATER USE SYSTEM IN RIVERSIDE COUNTY. AN ANNUAL ETo OF 55.0 WAS USED TO DETERMIND TR 28787 CONTROLLER 'A' & 'B' THE PLANT DEMANDS BASED ON HEAD PRECIPITATION RATE AND SPACING. THE SCHEDULE IS ALSO BASED ON SUMMER WATERING REQUIREMENTS BASED ON AN turf spray turf rotor shrub spray shrub rotor ETo RATE OF 7.6,WHICH IS IN THE MONTH OF AUGUST. step hydrozone number 1 2 3 4 SYSTEM W SYSTEM B' I Eto rate 55.0 55.0 55.0 55.0 Cont/Sta Zone Head GPM Run Time Cont/Sta Zone Head GPM Run Time 2 area of hydrozone 63,928 1,400 22,400 20,366 A/1 TURF SPRAY 25 9.6 B/1 TURF ROTOR 19 20.4 A/2 TURF SPRAY 23 9.6 B/2 SHRUB SPRAY 20 6.2 3 plant coefficient 0.8 0.8 0.4 0.4 A/3 TURF SPRAY 23 9.6 B/3 SHRUB SPRAY 24 6.2 A/4 TURF SPRAY 20 9.6 B/4 TURF ROTOR 20 20.4 4 irr efficiency dist. 0.7 0.85 0.7 0.85 A/5 TURF SPRAY 22 9.6 B/5 SHRUB SPRAY 15 6.2 A/6 TURF SPRAY 22 9.6 B/6 SHRUB SPRAY 13 6.2 5 operating efficiency 0.65 0.65 0.65 0.65 A/7 TURF SPRAY 20 9.6 B/7 SHRUB ROTOR 17 13.3 A/8 TURF SPRAY 22 9.6 B/8 SHRUB SPRAY 27 6.2 6 yearly demand 44.0 44.0 22.0 22.0 A/9 TURF SPRAY 22 9.6 B/9 SHRUB ROTOR 24 13.3 A/10 TURF SPRAY 21 9.6 B/10 SHRUB ROTOR 11 0.3 7 total water demand 233465.06 5112.80 40902.40 37188.32 A/11 TURF SPRAY 22 9.6 B./II SHRUB SPRAY 29 6.2 A/12 SHRUB ROTOR 10 13.3 B/12 SHRUB ROTOR 22 13.3 8 irrigation efficiency 0.46 0.55 0.46 0.55 A113 SHRUB ROTOR 9 13.3 B/13 SHRUB SPRAY 25 6.2 A/14 SHRUB ROTOR 14 13.3 B/14 SHRUB ROTOR 24 13.3 9 hydrozone water demand 513110.01 9253.94 89895.38 67309.17 A/15 SHRUB SPRAY 21 6.2 B/15 SHRUB ROTOR 24 13.3 394,759 cu ft per yr ALLOWABLE DEMAND A/16 SHRUB SPRAY 20 6.2 B/16 TURF ROTOR 22 20.4 108,094 cu ft yr TOTAL AREA WATER DEMAND A/17 SHRUB SPRAY 20 6.2 B/17 TURF ROTOR 24 20.4 A/18 SHRUB SPRAY 22 6.2 B/18 TURF ROTOR 20 20.4 A/19 SHRUB SPRAY 22 6.2 B/19 TURF ROTOR 17 20.4 PROJECTED LANDSCAPE IRRIGATION WATER USE A/20 SHRUB SPRAY 22 6.2 B/20 TURF SPRAY 20 9.6 TR 28789 CONTROLLER'C' A/21 SHRUB SPRAY 22 6.2 B/21 TURF ROTOR 24 20.4 turf spray turf rotor shrub spray shrub rotor A/22 SHRUB SPRAY 22 6.2 B/22 TURF ROTOR 24 20.4 step hydrozone number 1 2 3 4 A/23 SHRUB SPRAY 25 6.2 B/23 TURF ROTOR 26 20.4 A/24 SHRUB ROTOR 19 13.3 B/24 TURF ROTOR 26 20.4 1 Eta rate 55.0 55.0 55.0 55.0 A/25 SHRUB ROTOR 18 13.3 B/25 TURF SPRAY 25 9.6 A/26 TURF ROTOR 16 20.4 B/26 TURF SPRAY 26 9.6 2 area of hydrozone 18,200 3,280 26,150 4,200 A/27 SHRUB ROTOR 17 13.3 B/27 TURF SPRAY 27 9.6 A/28 SHRUB SPRAY 24 6.2 B/28 TURF SPRAY 28 9.6 3 plant coefficient 0.8 0.8 0.4 0.4 A/29 SHRUB SPRAY 23 6.2 B/29 TURF SPRAY 28 9.6 A/30 SHRUB SPRAY 25 6.2 B/30 TURF SPRAY 23 9.6 4 irr efficiency dist. 0.7 0.85 0.7 0.85 A/31 SHRUB SPRAY 22 6.2 B/31 TURF SPRAY 20 9.6 A/32 SHRUB SPRAY 24 6.2 B/32 TURF SPRAY 28 9.6 5 operating efficiency 0.65 0.65 0.65 0.65 A/33 SHRUB SPRAY 25 6.2 B/33 TURF SPRAY 28 9.6 A/34 TURF SPRAY 26 9.6 B/34 TURF SPRAY 28 9.6 6 yearly demand 44.0 44.0 22.0 22.0 A/35 TURF SPRAY 24 9.6 B/35 TURF SPRAY 29 9.6 A/36 TURF SPRAY 24 9.6 B/36 TURF SPRAY 28 9.6 7 total water demand 66466.40 11978.56 47749.90 7669.20 A/37 TURF SPRAY 25 9.6 B/37 TURF SPRAY 18 9.6 A/38 TURF SPRAY 25 9.6 B/38 TURF SPRAY 18 9.6 8 irrigation efficiency 0.46 0.55 0.46 0.55 A/39 TURF SPRAY 24 9.6 B/39 SHRUB SPRAY 33 6.2 9 hydrozone water demand 146080.00 21680.65 104944.84 13880.90 A/40 0 B/40 SHRUB SPRAY 33 6.2 TOTAL GPM 832 TOTAL GPM 904 189,283 cu ft per yr ALLOWABLE DEMAND TOTAL RUN TIME(MIN.) 356.4 TOTAL RUN TIME(MIN.) 483.6 51,830 cu ft yr TOTAL AREA WATER DEMAND IRRIGATION CALCULATION (DOMESTIC) TOTAL RUN TIME(HR.) 59 TOTAL RUN TIME(HR.) 8.1 SYSTEM 'C' SYSTEM 'D' PROJECTED LANDSCAPE IRRIGATION WATER USE WATER METER 'C' & 'E' TR 28789 Cont/Sta Zone Head GPM Run Time Cont/Sta Zone Head GPM Run Time TR 28790 CONTROLLER'D' TYPE OF WATER: POTABLE TO BE CHANGED TO NON-POTABLE C/1 SHRUB SPRAY 25 6.2 D/1 SHRUB SPRAY 23 6.2 turf spray turf rotor shrub spray shrub rotor C/2 SHRUB SPRAY 25 6.2 D/2 SHRUB SPRAY 23 6.2 step hydrozone number 1 2 3 4 NAME OF SUPPLIER: EASTERN MUNICIPAL WATER DISTRICT C/3 SHRUB SPRAY 23 6.2 D/3 SHRUB SPRAY 24 6.2 PRESSURE GIVEN BY: MR. WARREN BECK 7-29-02 C/4 SHRUB SPRAY 22 6.2 D/4 SHRUB SPRAY 23 6.2 1 Eto rate 55.0 55.0 55.0 55.0 C/5 SHRUB SPRAY 23 6.2 D/5 SHRUB ROTOR 16 13.3 2 area of hydrozone 3,340 1,200 4,020 2,000 PRESSURE ZONE: BOTTOM OF TANK IS @ 1582' C16 SHRUB SPRAY 22 6.2 D/6 SHRUB SPRAY 25 6.2 C/7 SHRUB ROTOR 15 13.3 D/7 SHRUB SPRAY 25 6.2 3 plant coefficient 0.8 0.8 0.4 0.4 AVAILABLE PRESSURE : LOW 60.6 PSI TO HIGH 73.5 PSI C/8 SHRUB ROTOR 15 13.3 D/8 SHRUB SPRAY 25 6.2 SYSTEM HAS A MAXIMUM WATERING TIME OF (5.8) HOURS C/9 SHRUB SPRAY 22 6.2 D/9 SHRUB SPRAY 26 6.2 C/10 SHRUB SPRAY 22 6.2 D/10 SHRUB SPRAY 26 6.2 4 irr efficiency list. 0.7 o.$s o.7 o.8s CONTROLLER: 'Ef C/11 SHRUB SPRAY 19 6.2 D/11 SHRUB ROTOR 15 13.3 VALVE NO. I C/12 SHRUB ROTOR 13 13.3 D/12 SHRUB SPRAY 9 6.2 5 operating efficiency 0.65 0.65 0.65 0.65 GPM'S 20 C/13 SHRUB SPRAY 15 6.2 D/13 SHRUB SPRAY 25 6.2 6 yearly demand 44.0 44.0 22.0 22.0 METER ELEV. 1442' AVAILABLE PRESSURE : 60.6 PSI C/14 SHRUB SPRAY 17 6.2 D/14 SHRUB SPRAY 26 6.2 VALVE ELEV. 1439' C115 SHRUB ROTOR 13 13.3 D/15 SHRUB SPRAY 26 6.2 7 total water demand 12197.68 4382.40 7340.52 3652.00 SIZE ITEM C/16 SHRUB ROTOR 20 13.3 D/16 SHRUB SPRAY 25 6.2 11/2" WATER METER C/17 SHRUB SPRAY 17 6.2 D/17 SHRUB SPRAY 24 6.2 8 irrigation efficiency 0.46 0.55 0.46 0.55 0 8 11/2" BACKFLOW DEVICE 12 C/18 SHRUB SPRAY 21 6.2 D/18 TURF SPRAY 26 9.6 C/19 SHRUB ROTOR 17 13.3 D/19 TURF SPRAY 25 9.6 9 hydrozone water demand 26808.09 7931.95 16133.01 6609.95 21/2" GATE VALVE 1.4 C/20 SHRUB SPRAY 15 6.2 D/20 TURF SPRAY 25 9.6 21/2" CL 315 MAINLINE 1260' 4.41 C/21 SHRUB SPRAY 22 6.2 D/21 TURF SPRAY 25 9.6 38,565 cu ft per yr ALLOWABLE DEMAND V REMOTE CONTROL VALVE 2.9 C/22 SHRUB ROTOR 14 13.3 D/22 TURF SPRAY 25 9.6 10,560 cu ft yr TOTAL AREA WATER DEMAND SCH 40 PVC LATERAL LINES 3.8 C/23 TURF SPRAY 22 9.6 D/23 TURF SPRAY 25 9.6 C/24 TURF SPRAY 22 9.6 D/24 TURF SPRAY 25 9.6 ELEVATION LOSS 3' @ -1.29 C/25 TURF SPRAY 22 9.6 D/25 TURF SPRAY 25 9.6 IRRIGATION HEAD PRESSURE 25 C/26 TURF SPRAY 21 9.6 D/26 C/27 TURF SPRAY 23 9.6 D/27 REQUIRED PRESSURE 51.6 PSI C/28 TURF SPRAY 24 9.6 D/28 AVAILABLE PRESSURE 60.6 PSI C/29 TURF SPRAY 22 9.6 D/29 RESIDUAL PRESSURE +9.0 PSI C/30 TURF SPRAY 23 9.6 D/30 THIS SYSTEM IS TO BE INSTALLED AS A POTABLE WATER SYSTEM C/31 TURF SPRAY 22 9.6 D/31 C/32 TURF SPRAY 22 9.6 D/32 THAT WILL EVENTUALLY TURN OVER TO NON-POTABLE WATER. C/33 TURF SPRAY 23 9.6 C/34 TURF SPRAY 25 9.6 C/35 TURF SPRAY 25 9.6 C/36 TURF SPRAY 23 9.6 C/37 TURF SPRAY 23 9.6 C/38 TURF SPRAY 24 9.6 C/39 TURF SPRAY 24 9.6 C/40 0 TOTAL GPM 807 TOTAL GPM 587 TOTAL RUN TIME (MIN.) 349.3 TOTAL RUN TIME(MIN.) 196.4 TOTAL RUN TIME(HR.) 5.8 TOTAL RUN TIME(HR.) 3.3 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO, NOTE.' WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING LESS/ APPROVED BY: ANDsc MILLENNIUM DESIGN 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC PERMIT HAS BEEN ISSUED. A. 0 C ,4 CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION of LANDSCAPE STREET IMPROVEMENT PLANS �\GNpEL ASSOCIATES INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA �Y y P� �y ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 9 LO CD `_" i LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o ( A 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 -� ELEVATION = 1439.662 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL s �Q HA A. OT AN DATE: * &3ao�ocr.ane * LAGUNA HILLS, CALIFORNIA 92653-1434 IRRIGATION CALCULATIONS OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE Iq Cl J`j .�f1-Oy �P CALIFORNIA LICENSE # 1434 27 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �Q` CALIF [•�5' qrF CA��E NEVADA LICENSE # 256 SCALE: OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS �I (949) 457-1189 FAX (949) 457-1 160 FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY: _ _.._...__..... DATE: HOR: 1 = 20FILE NO. 2 1 z' LEGEND 1. SLIP BASE SOCKET OVER ENDS OF WIRES. 10 11 1 2 LEGEND 1. SET ROTOR FLUSH WITH AND TO 2. STRIP WIRES APPROX. 3/8" FROM ENDS - FROM ADJACENT WALK OR PAVING. 0 6' 1, SHRUB SPRAY / BUBBLE HEAD. STEP 1 TWIST TOGETHER. 2. WALK OR CURB. 1 2. ANTI-DRAIN VALVE. (SEE NOTE BLOW). 4 3 3. PUT CRIMP SLEEVE OVER WIRE ENDS - _ _ _ _ = 3. ROTOR HEAD. LEGEND °° 3. FINISH GRADE. CRIMP AND CUT OFF EXCESS WIRE. 8 1 4 4. PVC SCH. 80 NIPPLE - TBE 1. POP-UP SPRAY HEAD. 4. PVC SCH. 80 NIPPLE. 4. APPLY SEALER TO OUTSIDE OF SEALING 3 2" MINIMUM LENGTH. * - PLUG - FILL CAVITY WITH SEALER. 22. WALK OR CURB. 8 /.,u 5. PVC TxT 90 DEG. ELL. STEP 2 5. PVC T x T 90 DEG. ELL. -5. PULL BASE SOCKET OVER CRIMPED CON- - - - PVC SCH. 80 NIPPLE- 4" MIN. LENGTH.6 5 NECTION AS FAR AS POSSIBLE. 6. LATERAL LINE PIPE AND FITTING. 3• '° 6. MARLEX TxT 90 DEG. STREET ELL. 6. PUSH SEALING PLUG INTO BASE SOCKET. 4. PVC TxT 90 DEG. ELL. - 7. LATERAL LINE FITTING. 7 8 _ �-� • o 9 J 7. PVC T x T 90 DEG. ELL. T 7=::: 7. PUSH WIRES TO END OF BASE SOCKET 8. PVC SCH. 80 NIPPLE - 12" LONG. 5. LATERAL LINE PIPE AND FITTING. ° ' o28. WALLOR FENCE. STEP 3 TO ASSURE COMPLETE SEALING OF \CONNECTION. 5 9. PVC T x T 90 DEG. STREET ELL. 676 6. MARLEX 90 DEG. STREET ELL. ° o' 412" ABOVE F.G. FOR SHRUB SPRAY 7 �, \ 10. FINISH GRADE. 4 7. PVC SCH. 80 NIPPLE- 6" LONG. HEADS, 3" ABOVE F.G. FOR BUBBLER 8. RAIN BIRD SNAP-TITE WIRE CONNECTOR HEADS AND 6" ABOVE F.G. FOR OR APPROVED EQUAL. NOTE: USE TEFLON TAPE ON ALL MALE 8. FINISH GRADE. a1z STREAM BUBBLERS. PIPE THREADS. 7 6 STEP 4 6 \ NOTE: USE TEFLON TAPE ON ALL MALE PIPE * ADJUST SPRINKLER HEADS TO PROPER HEIGHT THREADS. NOTE: DRAINAGE OF IRRIGATION WATER THROUGH SPRINKLER HEAD WILL NOT BE ALLOWED. SOME SPRINKLER HEADS WILL REQUIRE THE INSTALLATION OF AN ANTI-DRAIN VALVE (1/4" ABOVE FINISH GRADE) PRIOR * 1" IN TURF AREAS. IN THE RISER NIPPLE TO PREVENT DRAINAGE. DURING THE COURSE OF CONSTRUCTION 8 TO END OF MAINTENANCE PERIOD. 3" IN PLANTING BEDS. THE CONTRACTOR SHALL INSTALL AN ANTI-DRAIN VALVE AS REQ'D. AT ANY SPRINKLER 5 HEAD SHOWING SIGNS OF DRAINING AFTER THE IRRIGATION SYSTEM HAS OPERATED FROM AN ON TO OFF POSITION. INSTALLATION OF ANTI-DRAIN VALVES SHALL BE INCLUDED IN THE BID PRICE WITHOUT ADDITIONAL COST TO THE OWNER. 1 WIRE CONNECTOR 2 POP-UP STREAM ROTOR 3 POP-UP SPRAY HEAD C440 SHRUB SPRAY HEAD III=IIII 2 g 2 6 IjII 3 1. ROUND VALVE BOX WITH GREEN BOLT- LEGEND +� DOWN COVER - HEAT BRAND "GV" ON 1. ELECTRIC CONTROL VALVE. / \� LEGEND 1 VALVE BOX COVER IN 2" HIGH LETTERS. < 2. RECTANGULAR VALVE BOX W GREEN BOLT ( QC V 1. 10" ROUND VALVE BOX WITH GREEN - G V PLAN EEN BOLT 2. FINISH GRADE. DOWN COVER. HEAT BRAND VALVE STATION DOWN COVER - HEAT BRAND "QCV" ON 11 ro •egg oo;o o,00-od '° �•' °" 2 NO. ON LID IN 2" HIGH CHARACTERS. VALVE BOX COVER IN 2" HIGH LETTERS. °' S°• �O°':oo °:b° o°me $. 0 0,u d?. 80. o 0 11 12' MAX, ° 3. GATE VALVE WITH BRONZE WHEELHANDLE 3. CHRISTY'S I.D.TAG - NUMBERED TO OR CROSSHANDLE. MATCH DRAWINGS. 6' MIN. a 1 Z 2. FINISH GRADE. 10 9 8 7 6 5 4 PLAN PLAN 16 13 1 2 3 15 4 F 4. FINISH GRADE. LEGEND I 4. 6" DIA. SCH. 40 PVC PIPE EXTENSION - 5. PVC. MALE ADAPTER N 3. 3/4" CRUSHED ROCK. 6" DEPTH. 1. BROOKS #24 - 27 1/4" x 50 3/4" x 18" DEEP PLASTIC VAULT W/12" EXTENSION = _ _ LENGTH AS REQUIRED. * (TYP.) - - - `0 6. PVC PIPE TO SPRINKLERS - ANGLE PIPE _- 4. BRASS NIPPLE. (LENGTH AS REQUIRED). AND PLASTIC BOLT-DOWN COVER. 10 IIII 3 5. 3/4" CRUSHED ROCK - 8" DEPTH. 11 - ] TO SPECIFIED DEPTH WITH 45 DEG. ELLS. 5. BRASS 90 DEC. ELL. 2. NIBCO #619F FLANGED GATE VALVE W/2" OPERATING NUT. 6. COMMON BRICK (2 REQUIRED). 7. COMMON BRICK (4 REQUIRED). � 3. FINISHED GRADE. 0o. 12 8. COMMON WIRE TO OTHER VALVES ON 10 6. MAINLINE PIPING. o' IIII 7. PVC MALE ADAPTER (TYPICAL). SAME CONTROLLER. 4. FROM WATER METER - ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS (TYP). .i.;ri: o 0 11 5. PVC T x S MALE ADAPTER TYPICAL . 6 Q a pO °o 0 00 008o, iU . . �• • ;°r° ( ) 4 8. 2 CLEARANCE. 10 Lp 9. 3/4" CRUSHED ROCK. 8" DEEP. •`nrr. 3 7. MAINLINE FITTING. 6. CAST IRON FLANGED SPOOL (TYPICAL). 7 080 0 080 0 000° 80 80 °o° a o° 'a K°.•°°° a' •::'' °::r 10. CONTROL/COMMON WIRES FROM CONTROLLER. 8. BRASS 90 DEG. STREET ELL. 080 • 9. PVC MAIN LINE PIPE. o o o 0 8 7. WILKENS YSBR 100 SERIES STRAINER W/20 MESH SCREEN. \ 11. PVC SCHEDULE 40 PIPE. 0 ° °° ° ° . ° d 12. PVC SxS 90 DEG. ELL. 9 4 9. BRASS NIPPLE - 6" LONG. 10. "RECLAIMED WATER TAG" AS PER o \ 8. 12" x 12" x 6" CONCRETE SUPPORT FOR GRINNELL PIPE SUPPORT. Q 0 Q o SPECIFICATION. O Z 13. WIRE CONNECTOR. 8 \ � 5 10. QUICK COUPLING VALVE. 9. "WILKINS" MODEL 500 FC SERIES PRESSURE REDUCING VALVE W/HLR SPRING g ogo.� , . ° o• 11�080 8 * 1" IN TURF AREAS. 14. MAIN LINE FITTING W/SOLVENT WELD OUTLET. WITH 10-125 PSI RANGE - SIZE AS NOTED.* '8o'g0'8o°080 oQ . OQ 2" IN SHRUB AREAS. SECTION 14 \ 11. WALK OR CURB. 80:o•00 0p.,,6 80. 60 080' • 5 15. CHRISTY'S RECLAIMED WATER WARNING TAG. 10. 3/4" CRUSHED ROCK - 12" DEEP. SECTION °• ° OpO °O ° ' ° •o ° * 2" IN SHRUB AREAS. 16. COIL WIRES PER SPECIFICATIONS. * 1" IN LAWN AREAS. 11. TO IRRIGATION SYSTEM - ANGLE TO SPECIFIED DEPTH W/45 DEGREE ELLS. 1" IN TURF AREAS. 2" IN SHRUB AREAS. 7 6* NOTE: HLR SPRING FOR FLANGED PRV MUST BE SPECIAL ORDERED SECTI❑N NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. RECYCLED WATER USE ONLY 5 STRAINER/ PRESSURE REDUCING VALVE 6 GATE VALVE 7 ELECTRIC CONTROL VALVE 8 QUICK COUPLING VALVE - IN BOX CONTROLLER ASSEMBLY AVAILABLE THRU-UNITED GREEN TECH "SMOOTH TOUCH", HIGH PROFILE, (925) 609-2180 SEE PLAN FOR STAINLESS STEEL BACKFLOW DEVICE TYPE & LOCATION ENCLOSURE,SEE SPECIFICATIONS FEBCO 825-YA REDUCED PRESSURE BRASS THREADED NIPPLES,TYPICAL, CONCRETE FOOTING: INSTALL 3 TOTAL OF 6 REQUIRED FOR ASSEMBLY MINIMUM ABOVE GRADE AND SLOPE BACKFLOW DEVICE, COVER ASSEMBLY :1,2"MIN. CONCRETE AT 2% TO DRAIN (IF REQUIRED BY COUNTY PROVIDEBRASS UNION �- 12" A PBR16-19 46"POLAR BEARIER" PRESSURE REGULATOR VALVE LEGEND USE CARBON VALVE BOXES. CONCRETE PAD,6"THICK BRONZE WYE STRAINER 8 FINISHED GRADE - BRASS FLOW SENSOR m - REMOTE CONTROL VALVE WIRES: 6 6 1. 10" DIAMETER CIRCULAR VALVE BOX. RISER LENGTH UPSTREAM OF FLOW AWG OF 14 SECURE WIRES TO , �' SENSOR SHALL BE A MINIMUM CONTROL UNIT AT TERMINALS �\ i 2. EDGE OF LAWN, WALK, FENCE, CURB, ETC. I-� I -• I -181 I ON-OFF SWITCH _ _ OF 10 PIPE DIAMETERS PROVIDED IN CONTROL UNT, 6 - - FRISER LENGTH LOW SENSOR DROWN T q M OF EXTEND ONE COMMON WIRE TO �' 3. 14 x 19" RECTANGULAR VALVE BOX. FINISH GRADE - III- ALL R.C.V.'S AND ONE CONTROL w w '" " I I-I WIRE TO EACH R.C.V. (TYPICAL) ~ ~1:1 1 2" PVC MAINLINE PIPE FROM OF 5 PIPE DIAMETERS 8" MIN. COMMON WIRE SHALL BE TIED o Z 1 4. 20" x 30" RECTANGULAR VALVE BOX. SHUT WATER OFF VALVEETER BRASS BALL TYPE BRASS MAINLINE PIPE TO INSIDE PROTECTIVE ENCLOSURE w w BRASS ELLMASTER OSN2 REQUIRED CONTROLLERWHEN REQUIRED. w w w 5 3�--� WIRES FROM FLOW SENSOR TO CONTROLLER INSIDE A 1"SCH.40 3 2 NOTES PVC ELECTRICAL CONDUIT AND APPROVED WATERPROOF WIRE a. o>a 12" 90 DEGREE SWEEP SECTION VIEW-N.T.S. CONNECTIONS,2 REQUIRED °° 6" MINI. 8 4 A. CENTER VALVE BOX OVER VALVE TO FACILITATE . .a e. Q e . o. SERVICING OF VALVE. ------------ 5 5 �- B. SET VALVE BOXES 2" MAXIMUM ABOVE GRADE IN LEGEND MULCH COVER OR GROUNDCOVER/SHRUB AREAS - 1. NON-PRESSURE LATERAL LINE PIPING. 5. PROVIDE 2" DEPTH OF CLEAN BACKFILL. 12 SET FLUSH WITH FINISH GRADE IN TURF AREAS. 1/2" BY 5-FOOT MIN. C. SET VALVE BOX AND VALVE ASSEMBLY IN GROUND- COPPER GROUND ROD. 2. PRESSURE MAINLINE PIPING FOR RECYCLED WATER. 6. SEE IRRIGATION SPECIFICATIONS FOR 3 __� CONDUIT AND IRRIGATION BACKFILL AND COMPACTION REQUIREMENTS. \- - COVER/SHRUB AREA WHERE POSSIBLE - INSTALL ELECTRICAL CONDUIT TO SOURCE INTERCONNECT WHEN REQUIRED 3. PRESSURE MAINLINE PIPING FOR POTABLE WATER, IN FINISH GRADE. . COVER F ONLY IF THERE IS NO ADJACENT GROUND- CONTROL UNIT REQUIREMENTS PVC SWEEP ELBOW IF ANY. 12" NOTE: 120 V., 60 Hz, 2 AMP. MAX. SIZE AS REQUIRED ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE 4. CONTROL WIRE-BUNDLE AND TAPE EVERY 10 FEET. S. PROVIDE A MINIMUM SEPARATION OF 10 1 D. SET VALVE BOXES PARALLEL TO ONE ANOTHER SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS INSTALL ADJACENT TO PRESSURE MAINLINE. FEET BETWEEN POTABLE AND IRRIGATION AND PERPENDICULAR TO EDGE. SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18"BELOW FINISHED GRADE NOTES: MAINLINE PIPING. SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP 1. COMMON WIRE TO BE WHITE AND CONTROL WIRES TO BE COLOR NOTE: MINIMUM BACKFILL DEPTHS FROM GRADE TO E. AVOID HEAVY COMPACTION OF SOIL AROUND VALVE CODED. TOP OF MAINLINE- NOTE: WHEN MAINLINES CROSS, SLEEVE INSTALL A"POLAR BEARIER"INSULATING COVER OVER THE ENTIRE BACKFLOW ASSEMBLY, 2. NO SPLICES SHALL BE MADE BETWEEN CONTROLLER AND R.C.V.. 24" FOR PIPE SIZES 3" AND LARGE. PLAN VIEW BOXES TO PREVENT THEIR DEFORMATION/COLLAPSE. Underground 3. ALL WIRING , CONDUIT OR PLUMBING TO GO THROUGH BOTTOM 24" FOR PIPE SIZES 2 1 2' AND SMALLER. ALL RECYCLED WATER 2 Service Alert OF CONCRETE FOOTING. / 10' PAST ANY CROSSING OF Call: TOLL FREE 4. AFTER ESTABLISHMENT OF ALL PLANT MATERIAL CONTROLLER DOMESTIC LINES SHALL BE PROGRAMMED TO IRRIGATE SOLELY DURING NIGHTTIME 1-800 (TYPICAL) 227-2600 TWO WORKING DAYS BEFORE YOU DIG 9 AUTOMATIC CONTROLLER 10 TRENCHING (RECYCLED WATER) 11 VALVE BOX INSTALLATION 12 BACKFLOW PREVENTER SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ APPROVED BY: NDSC MILLENNIUM DESIGN 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC PERMIT HAS BEEN ISSUED. c� A. �Pe� L A'OF CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF LANDSCAPE STREET IMPROVEMENT PLANS ASSOCIATES INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETAclj O cv�,4 � 9�C> > ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" ,y�.y LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 U � . M + rn 0 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT NO. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 S 130 ` (acr, I VELEVATION = 1439.662 � a�ao�Ez�.oe� .* LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL U' �P KHAL A. OT MA DATE: IRRIGATION DETAILS OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE lq C1V1L s� .ike(p �Q CALIFORNIA LICENSE # 1434 27 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �qr OAL�F �� 9� d NEVADA LICENSE 256 OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE OF CA1-\F (949) 457-1189 FAX (949) 457-1160 SCALE: FOR: W. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE NO. IRRIGATION SYSTEM sprinkler and valve supplied on this project. H. Backflow Prevention Units: sandy clay, sand, or other approved materials, free from clods of earth or stones. Backfill shall be b. Two (2) five foot valve keys for operation of gate valves. 1. Backflow preventers and/or vacuum breakers shall be of size and type as indicated on the mechanically compacted in landscaped areas to a dry density equal to adjacent undisturbed soil in I. SCOPE c. Two (2) keys for each automatic controller. drawings. All sprinkler irrigation systems that are using water from the potable water system shall planting areas. Backfill will conform to adjacent grades without dips, sunken areas, humps or Provide all labor, materials, transportation, and services necessary to furnish and install irrigation require backflow prevention. All backflow prevention units shall be installed in accordance with the other surface irregularities. system as shown on the drawings and described herein. b d. Two (2) quick coupler keys and matching hose swivels for each type of quick coupling valve requirements set forth q y local codes and the County Health Department. 2. A fine granular material backfill will be initially placed on all lines. No foreign matter larger installed. 2. Sprinkler irrigation systems which use water from the "reclaimed water" system will not require than one-half (1/2) inch in size will be permitted in the initial backfill. 11. QUALITY ASSURANCE AND REQUIREMENTS 2. The above mentioned equipment shall be turned over to the Owner at the conclusion of the backflow prevention. However, all pressure main line piping receiving water from the "reclaimed 3. Flooding of trenches will be permitted only with approval of the Architect. A. Permits and Fees: project. Before final inspection can occur, evidence that the Owner has received material must be water" system shall be of an approved type of purple pipe approved warning tape. Refer to 4. If settlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn or The contractor shall obtain and pay for any and all permits and all inspections as required. shown to the Architect. reclaimed water notes for additional information. planting, or other construction area is necessary, the contractor shall make all required ad B. Manufacturer's Directions: IV. PRODUCT DELIVERY, STORAGE AND HANDLING I. Anti-Drain Valves: q adjustments without cost to th Manufacturer's directions and detailed drawings shall be followed in all cases where the 1. Anti-drain valves shall be of heavy duty virgin PVC construction with F.I.P. thread inlet and e Owner. C manufacturers of articles used in this contract furnish directions covering points not shown in the A. Handling of PVC Pipe and Fittings: outlet. Internal parts shall be stainless steel and neoprene. Anti-drain valve shall be field C. 1Trenching and Backfill Under Paving: drawings and specifications. The contractor is cautioned to exercise care in handling, loading, unloading and storing of PVC adjustable against drawout from 5 to 40 feet of head. Anti-drain valve shall be similar to the . Trenches located d under areas where paving, asphaltic concrete or concrete will be installed shall C. Ordinances and Regulations: pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of pipe to Valcon "ADV" or approved equal. be backfilled with sand (a layer six (6) inches below the pipe and three (3) inches above the All local, municipal and state laws, and rules and regulations governing or relating to any portion lie flat so as not to subject it to undue bending or concentrated external loan at any point. Any J. Control Wiring: pipe) and compacted in layers to 95% compaction, using manual or mechanical tamping devices. of this work are hereby incorporated into and made a part of these specifications, and their section of pipe that has been dented or damaged will be discarded and, if installed, shall be 1. Connections between the automatic controllers and the electric control valves shall be made Trenches for piping shall be compacted to equal the compaction of the existing adjacent provisions shall be carried out by the contractor. Anything contained in these specifications shall replaced with new piping. with direct burial copper wire AWG-U.F. 600 volt. Pilot wires shall be a different color wire for undisturbed soil And shall be left in a firm unyielding condition. All trenches shall be left flush not be construed to conflict with any of the above rules and regulations or requirements of the V. GUARANTEE each automatic controller. Common wires shall be white with a different color stripe for each with the adjoining grade. The sprinkler irrigation contractor shall set in place, cap and pressure same. However, when these specifications and drawings call for or describe materials, workmanship, automatic controller. Install in accordance with valve manufacturer's specification and wire chart. test all piping under paving prior to the paving work. or construction of a better quality, higher standards, or larger size than is required by the above A. The guarantee for the sprinkler irrigation system shall be made in accordance with the In no case shall wire size be less than #14. 2. Generally, pipingunder existing walks is done b jacking, boringor hydraulic driving, but where rules and regulations, the provisions of these specifications and drawings shall take precedence. attached form. The general conditions and supplementary conditions of these specifications shall g y y 2. Wiring shall occupy the same trench and shall be installed along the same route as pressure any cutting or breaking of sidewalks and/or concrete is necessary, it shall be done and replaced D. Explanation of Drawings: be filed with the Owner or his representative prior to acceptance of the irrigation system. P 9 supply or lateral lines wherever possible. by the contractor as part of the contract cost. Permission to cut or break sidewalks and/or 1. Due to the scale of drawings, it is not possible to indicate all offsets, fittings, sleeves, etc. B. A copy of the guarantee form shall be included in the operations and maintenance manual. 3. Where more than one (1} wire is placed in a trench, the wiring shall be taped together at concrete shall be obtained from the Architect. No hydraulic driving will be permitted under which may be required. The contractor shall carefully investigate the structural and finished C. The guarantee form shall be re-typed onto the contractor's letterhead and contain the 10 intervals of ten feet. concrete paving. conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc. as following information: ( ) 4 An may be required to meet such conditions. Drawings are generally diagrammatic and indicative of GUARANTEE FOR SPRICKLER IRRIGATION SYSTEM . expansion curl should be provided within three (3) feet of each wire connection and at D. Assemblies: We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free least ever one hundred 100 feet of wire length on runs more than one hundred 100 feet in 1. Routing of sprinkler irrigation lines as indicated on the drawings is diagrammatic. Install lines the work to be installed. The work shall be installed in such a manner as to avoid conflicts Y 9 P 9 Y Y { ) 9 ( } between irrigation systems, planting and architectural features. from defects in materials and workmanship, and the work has been completed in accordance with length. Expansion curls shall be formed by wrapping at least five (5)turns of wire around a (and various assemblies) in such a manner as to conform with the details per plans. 2. The word Architect as used herein shall refer to the Owner's authorized representative. the drawings and specifications, ordinary wear and tear and unusual abuse or neglect excepted. one-inch in diameter pipe then withdrawing the pipe. 2. Install NO multiple assemblies on plastic lines. Provide each assembly with its own outlet. 3. All work called for on the drawings by notes or details shall be fumished and installed whether We agree to repair or replace any defects in material or workmanship which may develop during - 3. Install all assemblies specified herein in accordance with respective detail. In absence of detail the period of one year from date of acceptance and also to repair or replace an damage 5. All splices shall be made with Scotch Lok #3576 Connector Sealing Packs, Pen-Tite wire drawings or specifications pertaining to specific items required to complete work, perform such or not specifically mentioned y the specifications. P Y P P P Y g connector, or approved equal. Use on splice per connector sealing pack. work in accordance with best standard practice with prior approval of Architect. 4. The contractor shall not willfully install the irrigation system as shown on the drawings when it resulting from the repairing or replacing of such defects at no additional cast to the Owner. We p p pp is obvious in the field that obstructions, grade differences or discrepancies in area dimensions P P P or shall make such repairs replacements within a reasonable time after receipt of written notice 6. Field splices between the automatic controller and electrical control valves will not be allowed 4. PVC pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before installation. exist that might not have been considered. Such obstructions or differences should be brought to from the Owner, we authorize the Owner to proceed to have said repairs or replacements made without prior approval of the Architect. Installation and solvent welding methods shall be as recommended by the pipe and fitting the attention of the Owner's authorized representative. In the event this notification is not at our expense and we will pay the costs and charges therefor upon demand. K. Automatic Controllers: manufacturer. 1. Automatic controllers shall be of size and type shown on the plans. 5. On PVC to metal connections, the contractor shall work the metal connections first. Teflon performed, the irrigation contractor shall assume full responsibility for any revision necessary. 2. Final location of automatic controllers shall be approved by the Owner's authorized tape or approved equal shall be used on all threaded PVC to PVC, and on all threaded PVC to PROJECT: representative.P metal joints. Light wrench pressure is all that is required,. Where threaded PVC connections are III. SUBMITTALS LOCATION: 3. Unless otherwise noted on the plans, the 120v volt electrical power to the automatic controller required, use threaded PVC adapters into which the pipe may be welded. A. Material List: COMPANY: location to be furnished by others. The final electrical hook-up shall be the responsibility of the E. Line Clearance: 1. The contractor shall furnish the articles, equipment, materials or processes specified by name SIGNED: irrigation contractor. ADDRESS: All lines shall have a minimum clearance of six (6) inches from each other and from lines of in the drawings and specifications. No substitution will be allowed without prior written approval by PHONE: L. Electric Control Valves: other trades. Parallel lines shall not be installed direct) over one another. the Architect. DATE OF ACCEPTANCE: 1. All electric control valves shall be the same manufacturer as the automatic controllers, or per F. Automatic Controller: Y 2. Complete material list shall be submitted prior to performing any work. Material list shall as plan. Install per manufacturer's instructions. Remote control valves shall be connected to controller include the manufacturer, model number and description of all materials and equipment to be 2. All electric control valves shall have a manual flow adjustment. in numerical sequence as shown on the drawings. used. 3. Provide and install one control valve box for each electric control valve. VI. MATERIALS G. High Voltage Wiring for Automatic Controller: 3. Equipment or materials installed or furnished without prior approval of the Architect may be M. Control Valve Boxes: 1. 120 volt power connection to the automatic controller shall be provided by the irrigation rejected and the contractor required to remove such materials from the site at his own expense. A. General: Use only new materials of brands and types noted on drawings, specified herein, or 1. Use 9„ x 24„ round box for all gate valves, Brooks #9 or approved equal. contractor. 4. Approval of any item, alternate or substitute indicates only that the product or products approved equals. 2. Use 9-1/2" x 16" x 11" rectangular box for all electrical control valves, Carson Industries 2. All electrical work shall conform to local codes, ordinances, and union authorities having apparently meet the requirements of the drawings and specifications on the basis of the B. PVC Pressure Main Line Pipe and Fittings: 1419-12B or approved equal. information or samples submitted. 1. Pressure main line piping for sizes 2" and larger, shall be PVC Class 315. jurisdiction. N 5. Manufacturer's warranties shall not relieve the contractor of his liability under the guarantee. 2. Pipe shall be made from an NSF approved Type I, Grade I, PVC compound conforming to ASTM N. Sprinkler Heads: H. Remote Control Valves: Such warranties shall only supplement the guarantee. resin specification D1784. All pipe must meet requirements as set forth in Federal Specification 1. All sprinkler heads shall be of the same size, type and deliver the same rate of precipitation Install where shown on drawings and details. When grouped together, allow at least twelve (12) with diameter (or radius) of throw, pressure, and discharge as shown on the plants and/or inches between valves. Install each remote control valve in a separate valve box. The irrigation PS-22-70, with an appropriate standard dimension (S.D.R.). (Solvent-weld Pipe). B. Record and As-Built Drawings: specified in these special provisions. 1. The contractor shall provide and keep up to date a complete "as-built" record set of blue line 3. Pressure main line piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent 2. Spray heads shall have a screw adjustment. controller letter and the valve station number shall be placed on a plastic identity tag and welded joints. attached to the valve wires. The valve box shall be branded on the cover with the same ozalid prints which shall be corrected daily and show every change from the original drawings and J 3. Riser units shall be fabricated in accordance with the details shown on the plans. information. specifications and the exact "as-built" locations, sizes, and kinds of equipment. Prints for this 4. Pipe shall be made from NSF approved Type I, Grade I PVC compound conforming to ASTM 4. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler I. Flushing of System: purpose may be obtained from the Architect at cost. This set of drawings shall be kept on the resin specification 1785. All pipe must meet requirements as set forth in Federal Specification body. 1. After all new sprinkler pipe lines and risers are in place and connected. All necessary diversion site and shall be used only as a record set. PS-21-70. (Solvent-weld Pipe). 5. All sprinkler heads of the same type shall be of the same manufacturer. work has been completed, and prior to installation of sprinkler heads, the control valves shall be 2. These drawings shall also serve as work progress sheets, and the contractor shall make neat 5. PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM and legible annotations thereon daily as the work proceeds, showing the work as actually installed. test procedure D2466. opened and a full head of water used to flush out the system. VII These drawings shall be available at all times for the inspection and shall be kept in a location 6. Solvent cement and primer for PVC solvent-weld pipe and fittings shall be of type and . INSPECTION 2. Sprinkler heads shall be installed only after flushing of the system has been accomplished to installation methods prescribed b the manufacturer. A. Site Conditions: the complete satisfaction of the Architect. designated by the Architect. P y J. Sprinkler Heads: 3. Before the date of the final inspection, the contractor shall transfer all information from the 7. All PVC pipe must bear the following markings: 1. All scaled dimensions are approximate. The contractor shall check and verify all size dimensions 1. Install the sprinkler heads as designated on the drawings. Sprinkler heads to be installed in this "as-built" prints to an ozalid sepia, procured from the Architect. All work shall be neat, in ink a. Manufacturer's name and receive Architect's approval prior to proceeding with work under this section. work shall be equivalent in all respects to those itemized. and subject to the approval of the Architect. b. Nominal pipe size 2. Exercise extreme care in excavating and working near existing utilities,. Contractor shall be 2. Spacing of heads shall not exceed the maximum indicated on the drawings. In no case shall 4. The contractor shall dimension from two 2 permanent points of reference, building corners, c. Schedule or class responsible for damages to utilities which are cause by his operations or neglect. Check existing ( ) P P g the spacing exceed the maximum recommended by the manufacturer. sidewalks, or road intersections, etc., the location of the following items: d. Pressure rating in P.S.I. utilities drawings for existing utility locations. a. Connection to existing water lines. e. NSF (National Sanitation Foundation) approval 3. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be NO X. TEMPORARY REPAIRS b. Connection to existing electrical power. f. Date of extrusion interference with utilities or other construction or difficulty in planting trees, shrubs, and ground The Owner reserves the right to make temporary repairs as necessary to keep the sprinkler c. Gate valves. 8. All fittings shall bear the manufacturer's name or trademark, material designation, size covers. system equipment in operating condition. The exercise of this right by the Builder-Developer shall d. Routing of sprinkler pressure lines (dimension maximum 100' along routing). applicable I.P.S. schedule and NSF seal of approval. 4. The contractor shall carefully check all grades to satisfy himself that he may safely proceed not relieve the contractor of his responsibilities under the terms of the guarantee as herein e. Sprinkler control valves. C. PVC Non-Pressure Lateral Line Piping: before starting work on the sprinkler irrigation system. specified. f. Routing of control wiring. 1. Non-pressure buried lateral line piping shall be PVC class 200 with solvent-weld joints. X1. EXISTING TREES g. Quick coupling valves. 2. Pipe shall be made from NSF approved, Type I, Grade II PVC compound conforming to ASTM VII I. PREPARATION h. Other related equipment as directed by the Architect. resin specification D1784. All pipe must meet requirements as set forth in Federal Specification A. Physical Layout: Where it is necessary to excavate adjacent to existing trees, the contractor shall use all possible PS-22-70, with an appropriate standard dimension ratio. care to avoid injury to trees and tree roots. Excavation in areas where two (2) inch and larger C. Controller Charts: 1. Prior to installation, the contractor shall stake out all pressure supply lines, routing and 1. As-built drawings shall be approved by the Architect before controller charts are prepared. 3. Except as noted in paragraph 1 and 2 of section 2.01 C, all requirements for non-pressure location of sprinkler heads. roots occur shall be done by hand. All roots two (2) inches and larger in diameter, except 2. Provide one controller chart for each controller supplied. lateral line pipe and fittings shall be the same as for solvent-weld pressure main line pipe and 2. All layout shall be approved by Architect prior to installation. directly in the path of pipe or conduit, shall be tunneled under and shall be heavily wrapped with 3. The chart shall show the area controlled by the automatic controller and shall be the maximum fittings as set forth in section f2.018 of these specifications. B. Water Supply: burlap to prevent scarring or excessive drying. Where a ditching machine is run close to trees size which the controller door will allow. D. Brass Pipe and Fittings: 1. Sprinkler irrigation system shall be connected to water supply point of connection as indicated having roots smaller than two (2) inches in diameter, the wall of the trench adjacent to the tree 4. The chart is to be a reduced drawing of the actual as-built system. However, in the event the 1. Where indicated on the drawings, use red brass screwed pipe conforming to Federal on the drawings. shall be hand trimmed, making clean cuts thorough. Roots one (1) inch and larger in diameter controller sequence is not legible when the drawing is reduced, it shall be enlarged to a size that Specification #WW-P-351. 2. Connections shall be made at approximate locations as shown on drawings. Contractor is shall be painted with two coats of Tree Seal, or equal. Trenches adjacent to trees should be will be readable when reduced. 2. Fittings shall be red brass conforming to Federal Specification #WW P 460. responsible for minor changes caused by actual site conditions. closed within twenty-four (24) hours; and where this is not possible, the side of the trench 5. The chart shall be a black line or blue line ozalid print and a different color shall be used to E. Galvanized Pipe Fittings: C. Electrical Supply: adjacent to the tree shall be kept shaded with burlap or canvas. indicate the area of coverage for each station. 1. Where indicated on the drawings, use galvanized steel pipe ASA Schedule 40 mild steel screwed 1. Electrical connections for automatic controller shall be made to electrical points of connection XII. FIELD QUALITY CONTROL 6. When completed and approved, the chart shall be hermetically sealed between two pieces of pipe. as indicated on the drawings,. p p' g g 9 couplings Y 2. Connections shall be made at approximate locations as shown on drawings. Contractor is A. Adjustment of the System: plastic, each piece being a minimum 10 mils. 2. Fittings shall be medium galvanized screwed beeded malleable iron. Galvanized cou lin s may be J Y 7. These charts shall be completed and approved prior to final inspection of the irrigation system. merchant coupling. responsible for minor changes caused by actual site conditions. 1. The contractor shall flush and adjust all sprinkler heads for optimum performance and to D. Operation and Maintenance Manuals: 3. All galvanized pipe and fittings installed below grade shall be painted with two (2) coats of prevent overspray onto walks, roadways, and buildings as much as possible. 1. Prepare and deliver to the Architect within ten calendar days prior to completion of the Kippers #50 Bitumastic. 2. It is determined that adjustments in the irrigation equipment will provide proper and more construction, two hard cover binders with three rings containing the following information: F. Gate Valves: IX. INSTALLATION adequate cover, the contractor shall make such adjustments prior to planting. Adjustments may a. Index sheet stating contractor's address and telephone number, list of equipment with name 1. Gate Valves 3" and smaller shall be 125 lb. SWP bronze gate valve with screw-in bonnet, A. Trenching: also include changes in nozzle sizes and degrees of arc as required. and addresses of local manufacturer's representatives. nonrising stem and solid wedge disc. 1. Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an even 3. Lowering raised sprinkler heads by the contractor shall be accomplished within ten (10) days b. Catalog and parts sheets on every material and equipment installed under this contract. 2. Gate valves 3" and smaller shall have threaded ends and shall be equipped with a bronze grade. Trenching excavation shall follow layout indicated on drawings and as noted. after notification by Owner. c. Guarantee statement. handwheel. 2. Provide for a minimum of eighteen (18) inches cover for all pressure supply lines. 4. All sprinkler heads shall be set perpendicular to finished grades unless otherwise designated on d. Complete operating and maintenance instruction on all major equipment. 3. Gate valves 3" and smaller shall be similar to those manufactured by Nibco or approved equal. 3. Provide for a minimum cover of twelve (12) inches for all non-pressure lines. the plans. 2. In addition to the above mentioned maintenance manuals, provide the Owner's maintenance 4. All gate valves shall be installed per installation detail. 4. Provide for a minimum cover of eighteen (18) inches for all control wiring. B. Testing of Irrigation system: personnel with instructions for major equipment and show evidence in writing to the Architect at G. Quick Coupling Valves: 1. The contractor shall request the presence of the Architect in writing at least 72 hours in the conclusion of the project that this service has been rendered. 1. Quick coupling valves shall have a brass two-piece body designed for working pressure of 150 B. Backfilling: advance of testing. P J P 9 P� Y 9 9 P 9• E. Equipment to be Furnished: P.S.I. operable with quick coupler. Key size and type shall be as shown on plans. 1. The trenches shall not be backfilled until all required tests are performed. Trenches shall be 2. Test all pressure lines under hydrostatic pressure of 150 lbs. per square inch, and prove 1. Supply as a part of this contract the following tools: carefully backfilled with the excavated materials approved for backfilling, consisting of earth, loam, watertight. Note: Testing of pressure main lines shall occur prior to installation of electric control a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of valves. Continued on sheet 12 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP# 020101 SHEET NO. NOTE., WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ APPROVED BY: NDSC MILLENNIUM DESIGN 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC QR P ,4p CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. Q�So QED A• OT�i(� �O &np Lq�,IF y MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 11 _P P ASSOCIATES, INC. ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" ti +0 S EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND c� M a .. � LANDSCAPE ARCHITECTS OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 rn THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE Ex 6 30506a ;;U� ` ` + y 23276 SOUTH POINTE DRIVE, SUITE 215 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN p• / / b-P ELEVATION = 1439.662 'T 3 iK a� 78RP.CA-M * LAGUNA HILLS CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �P KHAL A. OT DA- TT ,�`,v� # IRRIGATION SPECIFICATIONS OF 2 / SHTS OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE I C/VIL J� 1 �P CALIFORNIA LICENSE 1434 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� c�`�NF ��ss qTF� CALF NEVADA LICENSE # 256 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1182 FAX (949) 457-1160 SCALE: COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FOR: UV•O. FILE N0. r l� Continued from sheet 1-2- 3. All piping under paved areas shall be tested under hydrostatic pressure of 150 lbs. per square inch, and proved watertight, prior to paving. 4. Sustain pressure in lines for not less than two (2) hours. If leaks develop, replace joints and repeat test until entire system is proven watertight. 5. All hydrostatic tests shall be made only in the presence of the Architect, or other duly authorized representative of the Owner. No pipe shall be backfilled until it has been inspected, tested and approved in writing. 6. Furnish necessary force pump and all other test equipment. 7. When the sprinkler irrigation system is completed, perform a coverage test in the presence of the Architect to determine if the water coverage for planting areas is complete and adequate. Furnish all materials and perform all work required to correct any inadequacies of coverage due to deviations from plans, or where he system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Architect. This test shall be accomplished before any ground cover is planted. 8. Upon completion of each phase of work, entire system shall be tested and adjusted to meet site requirements. XIII. MAINTENANCE A. The entire sprinkler irrigation system shall be under full automatic operation for a period of seven (7) days prior to any planting. B. The Architect reserves the right to waive or shorten the operation period. XIV. CLEAN-UP Clean-up shall be made as each portion of work progresses. Refuse and excess dirt shall be removed from the site, all walks and paving shall be broomed or washed down, and any damage sustained on the work of others shall be repaired to original conditions. XV. FINAL INSPECTION PRIOR TO ACCEPTANCE A. The contractor shall operate each system in its entirety for the Architect at time of final inspection. Any items deemed not acceptable by the inspector shall be reworked to the complete satisfaction of the Architect. B. The contractor shall show evidence to the Architect that the Owner has received all accessories, charts, record drawings, and equipment as required before final inspection can occur. XVI. FINAL INSPECTION SCHEDULE A. Contractor shall be responsible for notifying the Architect in advance for the following inspections, according to the time indicated: 1. Pre-job Conference- 7 days 2. Pressure supply line installation and testing - 72 hours 3. Automatic controller installation - 72 hours 4. Control wire installation - 72 hours 5. Lateral line and sprinkler installation - 72 hours 6. Coverage test - 72 hours 7. Final inspection - 7 days B. When inspections have been conducted by other than the Architect show evidence of when and by whom these inspections were made. C. No inspection will commence without as-built drawings. In the event the contractor calls for an inspection without as-built drawings, without completing previously noted corrections, or without preparing the system for inspection, he shall be responsible for reimbursing the Architect at the rate of$75.00 per hour portal to portal (plus transportation costs)for the inconvenience. No further inspections will be scheduled until this charge has been paid. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP# 020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE ISSUED. MILLENNIUM DESIGN 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC PERMIT HAS BEEN COMMENCE UNTIL ENCROACHMENT PERMIT AND/OR GRADING OFEss/'_ APPROVED BY: NNDSCgp CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF LANDSCAPE STREET IMPROVEMENT PLANS `� `�"' °T ROADIEI 5 ROAD AND NEAPO OF ROAD, FEETE ASTOFFTMUR36 TA ASSOCIATES, INC. 12 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND c� + i LANDSCAPE ARCHITECTS OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o + 0 23276 SOUTH POINTE DRIVE SUITE 215 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 '? ` Q. %'� -� — ELEVATION = 1439.662 ` f �O * ei30W IMP.alm * LAGUNA HILLS, CALIFORNIA 92653 1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL P. C�V�L �Q KHA A. OT AN DATE: s� .�(�.� �P CALIFORNIA LICENSE 1434 IRRIGATION SPECIFICATIONS OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q # OF 27 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �q� CA\-\F ��'js qTF � ' NEVADA LICENSE # 256 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE CAL (949) 457-1189 FAX (949) 457-1160 SCALE: FOR: W Q COUNTY ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE N0. o: 0 m N'LY/W'LY S'LY/E'LY BOULDERS &ROCKS R/W - R/W15, THE FOLLOWING BOULDERS SHALL BE RECOVERED FROM THE ROUGH GRADING OPERATION, WASHED &CLEANED, AND 44 88 32 12' EASEMENT SIZED ACCORDING TO THE BELOW DESCRIPTIONS. BOULDERS MAY BE LARGER BY 12"BUT NOT SMALLER. LANDSCAPE FUTURE IMP. 12' 12' s' s' PROJECT SITE ARCHITECT SHALL APPROVE BOULDERS PRIOR TO CLEANING AND SPOT ALL BOULDER LOCATIONS, PRIOR TO INSTALLATION. BOULDERS SHALL BE PLACED WITH AT LEAST 1/3 OF THE HEIGHT OF BOULDER INTO THE SOIL. ACTUAL BOULDER SIZES MAY 2A MAX. 2' _ I 2.1 MAX. I VARY,DEPENDING ON WHAT IS RECOVERED. o.c 1 3 E.G. �� 15 I 2% — 2% 2% 2 2.S A � , 0 3 X 3 UGH GRADE F-G OB 2 X 4 v p TrP. DRY UTltITY TRENCH 3.X 4 1� E V A N S ROAD GAS, TEL., CABLE AND ELEC. N.T.S. Q D 4'X 4' C) E 6' X 6' 0 M • N' /WLY s' /E'Lr R R /w /W THIS SYMBOL INDICATES A BOULDER PILE OF AT LEAST 16'X 22'WITH A VARYING HEIGHT FROM 8' HIGH TO A ~ R as' 15' 1 MAXIMUM OF IT HIGH. THE PILE SHALL BE MADE UP OF BOULDERS THAT ARE AT LEAST 4' X 4' , IN SIZE, &PILED IN SUCH A WAY AS TO BE IMMOVABLE, ONCE PLACED. LANDSCAPE ARCHITECT SHALL APPROVE BOULDERS, TRACT 28791 44' 312 12' EASEMENT PILE LOCATION, ETC. PRIOR TO PLACEMENT AND COMPLETION OF PILES. 2 MAX TRACT 28789 WALL FUTURE IMP. 12' 12' 8' 6' O • 2' I I 2:1 MAX. I I OO I 1 3 E.G. 2% 2X 2 I 2% INDICATES AREA OF 4" TO 8"DIAMETER ROCK RECOVERED FROM THE ROUGH GRADING OPERATION. ALL ROCK DU F.GH GRADE G. 1 SHALL BE WASHED & CLEANED. ROCKS SHALL BE PLACED ON FILTER FABRIC BY FABRISCAPE (800)992-0550. LANDSCAPE ARCHITECT SHALL APPROVE ROCKS AND AREA OF PLACEMENT I . PRIOR TO PLACEMENT. ROCKS ARE TO BE USED AS GROUND COVER AND NOT STACKED. LA PIEDRA ROAD i r� GAS, DRY UTCABLE AND ELEC. • N.T.S. r- O •� � w � ® • • a W 31 POINTE A If 1 p O O 550' • •• � � � � � O W • C D Os41kA O U o ® � Q POIIv'TE B 15' POINTE A • i � N 24 c L � - - � � 28 � � 2g � � � 30 25 26 27 MATCHLINE SEE SHEET 17 BB DRA ROADTRACT 28791 GROUND COVERS SYMBOL DEFINITION SIZE REMARKS QUANTITY S INDICATES MARATHON III HYDRO-SEEDED TURF @ 12 LBS. PER 1,000 SQ. FT. TREES INDICATES ROSMARINUS OFFICINALIS 'PROSTRATUS'PLANTED FROM FLATS @ 12" ON �. Platanus acerifolia 36"box 19 London plane tree CENTER TRIANGULARLY SPACED Multi-trunk INDICATES OSTEOSPERMUM FRUTICOSUM(MIXED COLORS) PLANTED IN 1 GALLON SIZE • Pinus eldarica 36"box 25 @ TON CENTER TRIANGULARLY SPACED Mondell pine Indicates 24"box 5 INDICATES GAZANIA LEUCOLEANA - SUNRISE YELLOW, PLANTED FROM FLATS AT 8" ON � Eucalyptus leucoxylon 15 gallon 23 CENTER TRIANGULARLY SPACED White iron bark CONSTRUCT SHOVEL CUT TRENCH BETWEEN MULCH AND SOD Lagerstroemia indica 24"box multi-trunk 14 MISC. Red crape myrtle * ALL NON SOD AREAS, EXCEPT SLOPES, SHALL RECEIVE A 2" DEEP LAYER OF BARK MULCH TO BE APPROVED BY Tristania conferta 24" box 32 LANDSCAPE ARCHITECT PRIOR TO PLANTING. Brisbane box * BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT SHALL APROVE PLANTS, LOCATIONS,ETC. PRIOR TO INSTALLATION Cupaniopsis anacardioides 15 gallon La Piedra Road street tree 26 * CONTRACTOR SHALL INSTALL A ROOT BARRIER WITH ALL TREES PLANTED WITHIN Y OF PAVING, WALLS, UTILITIES, ETC. Carrotwood ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT CORP. (714) 896-0563. Quercus ilex 15 gallon 8 NOTE Holly oak * THE CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES, WITH A PERSON OR STAKE FOR SCALE IN THE PICTURE,FOR EACH TYPICAL TREE TYPE. LANDSCAPE ARCHITECT MAY VISIT NURSERY AND TAG SPECIFIC TREES. Eucalyptus nicholii 15 gallon 34 CONTRACTOR SHALL DELIVER PICTURES TO LANDSCAPE ARCHITECT AT LEAST TWO WEEKS PRIOR TO TREES SHIPMENT O Nichol's gum TO SITE. TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHIPPING AND ON SITE PRIOR TO PLANTING. r" LANDSCAPE ARCHITECT SHALL LOCATE ALL TREES IN FIELD PRIOR TO PLANTING. Olea europaea 36" box multi-trunk 7 Fruitless olive tree Underground Service Alert Call: TOLL FREE 1-800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING GFESS/ �p,NDSCgp MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE APPROVED BY: 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. Q� A. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 13 ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 r/� /� ` w o n 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N O. 28789 4: FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6�30/06 ` HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ff �c W30167E".DA-M * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 TREE & GROUND COVER OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE CIVIL HA KHALE OT AN DATE: ,ram S. ,o \� CALIFORNIA LICENSE # 1434 2 7 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE q� CN-�F J �t s qTF pp'a USE NEVADA LICENSE # 256 LA P I E D R A ROAD & E VA N S ROAD OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. (949) 457 1 189 FAX (949) 457-1 160 SCALE:: " = COUNTY ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: 1 20' FOR: TWO. qMW&*AeAr FILE NO. Q LU U w cry w w 31 POINTE A o 0 w 0 0 w W 550' � ROADLA PIEDw CL s w w W 32 33 c U H _ ! MATCHLINE SEE SHEET 18 TRACT 28791 34 35 O f W i • /1 ' O ' L S 0 SYMBOL DEFINITION SIZE REMARKS QUANTITY 0 0 TREES C� .. Platanus acerifolia 36" box 19 CLondon plane tree Multi-trunk n��� ", PONTE$ • Pinus eldarica 36" box 25 AfA NCH ' C Mondell pine Indicates 24" box 5 Tp L"INE SEE 1�C7, 91 SHEET g `36 Eucalyptus leucoxylon 15 gallon 23 1 White iron bark Lagerstroemia indica 24 box multi-trunk 14 L Red crape myrtle 3� Tristania conferta 24" box 32 Brisbane box MISC. * ALL NON SOD AREAS,EXCEPT SLOPES,SHALL RECEIVE A 2"DEEP LAYER OF BARK MULCH TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. . Cupaniopsis anacardioides 15 gallon La Piedra Road street tree 26 * BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT SHALL APROVE PLANTS,LOCATIONS,ETC. Carrotwood PRIOR TO INSTALLATION *CONTRACTOR SHALL INSTALL A ROOT BARRIER WITH ALL TREES PLANTED WITHIN 5'OF PAVING,WALLS,UTILITIES,ETC. ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT CORP.(714)896-0563. � Quercus ilex 15 gallon NOTE Holly oak * THE CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES,WITH A PERSON OR STAKE FOR SCALE IN THE PICTURE,FOR EACH TYPICAL TREE TYPE. LANDSCAPE ARCHITECT MAY VISIT NURSERY AND TAG SPECIFIC TREES. CONTRACTOR SHALL DELIVER PICTURES TO LANDSCAPE ARCHITECT AT LEAST TWO WEEKS PRIOR TO TREES SHIPMENT Eucalyptus nicholii 15 gallon 34 TO SITE. TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHIPPING AND ON SITE PRIOR TO PLANTING. 0 Nichol's gum LANDSCAPE ARCHITECT SHALL LOCATE ALL TREES IN FIELD PRIOR TO PLANTING. BOULDERS&ROCKS Olea europaea 36" box multi-trunk 7 THE FOLLOWING BOULDERS SHALL BE RECOVERED FROM THE ROUGH GRADING OPERATION, WASHED&CLEANED,AND Fruitless olive tree SIZED ACCORDING TO THE BELOW DESCRIPTIONS. BOULDERS MAY BE LARGER BY 12"BUT NOT SMALLER. LANDSCAPE ARCHITECT SHALL APPROVE BOULDERS PRIOR TO CLEANING AND SPOT ALL BOULDER LOCATIONS,PRIOR TO INSTALLATION. BOULDERS SHALL BE PLACED WITH AT LEAST 1/3 OF THE HEIGHT OF BOULDER INTO THE SOIL. ACTUAL BOULDER SIZES MAY VARY,DEPENDING ON WHAT IS RECOVERED. GROUND COVERS DA 3'X 3' O B V-+ r x 4' S INDICATES MARATHON III HYDRO-SEEDED TURF @ 12 LBS. PER 1,000 SQ. FT. O YX4' INDICATES ROSMARINUS OFFICINALIS 'PROSTRATUS' PLANTED FROM FLATS @ 12" ON Q D 4'x 4' CENTER TRIANGULARLY SPACED C) E 6'X 6' INDICATES OSTEOSPERMUM FRUTICOSUM (MIXED COLORS) PLANTED IN 1 GALLON SIZE THIS SYMBOL INDICATES A BOULDER PILE OF AT LEAST 16'X 22'WITH A VARYING HEIGHT FROM 8'HIGH TO A @J TON CENTER TRIANGULARLY SPACED MAXIMUM OF 12'HIGH. THE PILE SHALL BE MADE UP OF BOULDERS THAT ARE AT LEAST 4'X 4',IN SIZE,&PILED IN SUCH A WAY AS TO BE IMMOVABLE,ONCE PLACED. LANDSCAPE ARCHITECT SHALL APPROVE BOULDERS, INDICATES GAZANIA LEUCOLEANA - SUNRISE YELLOW, PLANTED FROM FLATS AT 8" ON Underground d erg rou n d PILE LOCATION,ETC.PRIOR TO PLACEMENT AND COMPLETION OF PILES. o CENTER TRIANGULARLY SPACED Service Alert Call: TOLL FREE CONSTRUCT SHOVEL CUT TRENCH BETWEEN MULCH AND SOD 1—800 INDICATES AREA OF 4"TO 8"DIAMETER ROCK RECOVERED FROM THE ROUGH GRADING OPERATION. ALL ROCK 20 10 0 20 40 60 227—2600 SHALL BE WASHED&CLEANED. ROCKS SHALL BE PLACED ON FILTER FABRIC BY FABRISCAPE(800)992-0550. LANDSCAPE ARCHITECT SHALL APPROVE ROCKS AND AREA OF PLACEMENT GRAPHIC SCALE: 1 =20' TWO WORKING DAYS BEFORE YOU DIG PRIOR TO PLACEMENT. ROCKS ARE TO BE USED AS GROUND COVER AND NOT STACKED. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING c ESS/ APPROVED BY: �p,NDSC,gp MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE F 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. � ,�A. OT ���0*\�pEL Lq,(R .y�� ASSOCIATES, INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 1 4 MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o} I + 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06AA HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL 49 aaao7ov.nw�rc .+� LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL O ` CIVIL �P KHA A. OTH N DATE: sr 1�•�y4* �P CALIFORNIA LICENSE # 1434 TREE & GROUND COVER 27 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9�(�' CA1-�F� s�=„t �TFOF CAL\f� NEVADA LICENSE # 256 LA PIEDRA ROAD OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE (949) 457-1189 FAX (949) 457-1 160 SCALE: FOR: W O. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20' FILE NO. AfA MATCHLINE SEE BELOW RIGHT LINE S� .E IS'Lr�r SYMBOL DEFINITION SIZE REMARKS QUANTITY_ — 111 16 TREES r Platanus acerifolia 36"box 19 S London plane tree •• z i Multi-trunk • ' Pinus eldarica 36" box 25 5 Mondell pine Indicates 24"box 5 • Eucalyptus leucoxylon 15 gallon 23 White iron bark Lagerstroemia indica 24"box multi-trunk 14 p�l�TTE B • Red crape myrtle QTristania conferta 24"box 32 I • Q Brisbane box 0::K O Cupaniopsis anacardioides 15 gallon La Piedra Road street tree 26 O Carrotw00 I ^ Qj D Ro c ex 15 gallon 8 Holly oak • EucaIyp tus nichohi 15 gallon 34 (:0 Nichol's gum Olea europaea 36"box multi-trunk 7 z CFruitless olive tree 4 • GROUND COVERS LUM O INDICATES MARATHON III HYDRO-SEEDED TURF 12 LBS. PER 1,000 . FT.S @ Q LIU INDICATES ROSMARINUS OFFICINALIS'PROSTRATUS'PLANTED FROM FLATS @ 12" ON CENTER TRIANGULARLY SPACED Cad INDICATES OSTEOSPERMUM FRUTICOSUM(MIXED COLORS)PLANTED IN I GALLON SIZE @ 2'ON CENTER TRIANGULARLY SPACED • • O INDICATES GAZANIA LEUCOLEANA- SUNRISE YELLOW,PLANTED FROM FLATS AT 8" ON • CENTER TRIANGULARLY SPACED CONSTRUCT SHOVEL CUT TRENCH BETWEEN MULCH AND SOD O MISC. * ALL NON SOD AREAS,EXCEPT SLOPES, SHALL RECEIVE A 2"DEEP LAYER OF BARK MULCH TO BE APPROVED BY 2 5 • LANDSCAPE ARCHITECT PRIOR TO PLANTING. 44 * BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT SHALL APROVE PLANTS,LOCATIONS,E' PRIOR TO INSTALLATION * CONTRACTOR SHALL INSTALL A ROOT BARRIER WITH ALL TREES PLANTED WITHIN 5' OF PAVING,WALLS,UTILIT O • ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT CORP. (714) 896-0563. NOTE * THE CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES, WITH A PERSON OR STAKE FOR IN THE PICTURE,FOR EACH TYPICAL TREE TYPE. LANDSCAPE ARCHITECT MAY VISIT NURSERY AND TAG SPECIFI, Q CONTRACTOR SHALL DELIVER PICTURES TO LANDSCAPE ARCHITECT AT LEAST TWO WEEKS PRIOR TO TREES SHI: TO SITE. TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHIPPING AND ON SITE PRIOR TO PLA r� LANDSCAPE ARCHITECT SHALL LOCATE ALL TREES IN FIELD PRIOR TO PLANTING. BOULDERS&ROCKS THE FOLLOWING BOULDERS SHALL BE RECOVERED FROM THE ROUGH GRADING OPERATION, WASHED&CLEANEI �• SIZED ACCORDING TO THE BELOW DESCRIPTIONS. BOULDERS MAY BE LARGER BY 12" BUT NOT SMALLER. LANDS, ARCHITECT SHALL APPROVE BOULDERS PRIOR TO CLEANING AND SPOT ALL BOULDER LOCATIONS,PRIOR TO INST BOULDERS SHALL BE PLACED WITH AT LEAST 1/3 OF THE HEIGHT OF BOULDER INTO THE SOIL. ACTUAL BOULDER A O VARY, DEPENDING ON WHAT IS RECOVERED. 44, oA Y X 3' ISJ� O B 2'X 4' C 32 O C 3'X4' • O D 4'X 4' • POINTE B 0 E 6'X 6' THIS SYMBOL INDICATES A BOULDER PILE OF AT LEAST 16'X 22'WITH A VARYING HEIGHT FROM 8'HIS • • MAXIMUM OF 12'HIGH. THE PILE SHALL BE MADE UP OF BOULDERS THAT ARE AT LEAST 4'X 4' ,IN SIZ IN SUCH A WAY AS TO BE IMMOVABLE,ONCE PLACED, LANDSCAPE ARCHITECT SHALL APPROVE BOU • PILE LOCATION, ETC. PRIOR TO PLACEMENT AND COMPLETION OF PILES. O INDICATES AREA OF 4"TO 8" DIAMETER ROCK RECOVERED FROM THE ROUGH GRADING OPERATION. N SHALL BE WASHED&CLEANED. ROCKS SHALL BE PLACED ON FILTER FABRIC BY FABRISCAPE(800)99: r� LANDSCAPE ARCHITECT SHALL APPROVE ROCKS AND AREA OF PLACEMENT PRIOR TO PLACEMENT. ROCKS ARE TO BE USED AS GROUND COVER AND NOT STACKED. •• S • MATCHLINE SEE ABOVE LEFT MATCHLINE SEE SHEET 13 Underground Service Alert Call: TOLL FREE 1—800 20 110 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ APPROVED BY: MILLENNIUM DESIGN BENCHMARK: (� �PNDSCgp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. ^ or "Y C�,O NPE� L Fq CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 15 �`O 'P 'Q� ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA CO o y ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" C� 2 ., LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 r" w o 23276 SOUTH POINTE DRIVE, SUITE 215 of ROCK 4' x 15' x 30' SET A BRASS DISK DATE: 1970 TRACT N 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN EXP. 6/30/06 anL s- 1 Z 0 f 4 � HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c aoa 79".DAM * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE sj CIVII KH D A. 0 MA DATE: s� �/ 06 \Q CALIFORNIA LICENSE # 1434 TREE & GROUND COVER 27 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND qcQWF OA`�E ��: s�` qTF Y d \ NEVADA LICENSE 256 EVANS ROAD OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE DF CAL\E (949) 457-1189 FAX (949) 457-1160 SCALE: COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20' FOR: Vri•0. FILE NO. V"004ff Tc� SYMBOL DEFINITION SIZE REMARKS QUANTITY TREES 41, - 4 C Platanus acerifolia 36" box 19 � London plane tree Multi-trunk Pinus eldarica 36" box 25 Mondell pine 0 Indicates 24" box 5 Eucalyptus leucoxylon 15 gallon 23 White iron bark Lagerstroemia indica 24" box multi-trunk 14 Red crape myrtle OTristania conferta 24" box 32 S Brisbane box a Cupaniopsis anacardioides 15 gallon La Piedra Road street tree 26 Carrotwood QuercusHolly oak ilex 15 gallon 8 Eucalyptus nicholii 15 gallon 34 S O Nichol's gum Olea europaea 36" box multi-trunk 7 Fruitless olive tree GROUND COVERS INDICATES MARATHON III HYDRO-SEEDED TURF @ 12 LBS. PER 1,000 SQ. FT. w � INDICATES ROSMARINUS OFFICINALIS 'PROSTRATUS' PLANTED FROM FLATS @ 12" ON CENTER TRIANGULARLY SPACED INDICATES OSTEOSPERMUM FRUTICOSUM (MIXED COLORS) PLANTED IN 1 GALLON SIZE @ TON CENTER TRIANGULARLY SPACED s T �� 1 � C INDICATES GAZANIA LEUCOLEANA - SUNRISE YELLOW, PLANTED FROM FLATS AT 8" ON CENTER TRIANGULARLY SPACED CONSTRUCT SHOVEL CUT TRENCH BETWEEN MULCH AND SOD • MISC. * ALL NON SOD AREAS EXCEPT SLOPES, O S, SHALL RECEIVE A 2 DEEP LAYER OF BARK MULCH TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PLANTING. * BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT SHALL APROVE PLANTS, LOCATIONS, ET PRIOR TO INSTALLATION * CONTRACTOR SHALL INSTALL A ROOT BARRIER WITH ALL TREES PLANTED WITHIN 5' OF PAVING, WALLS, UTILITI ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT CORP. (714) 896-0563, C NOTE G' * THE CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES, WITH A PERSON OR STAKE FOR S IN THE PICTURE, FOR EACH TYPICAL TREE TYPE. LANDSCAPE ARCHITECT MAY VISIT NURSERY AND TAG SPECIFIC O CONTRACTOR SHALL DELIVER PICTURES TO LANDSCAPE ARCHITECT AT LEAST TWO WEEKS PRIOR TO TREES SHIP C LANDSCAPE SITE. TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHIPPING AND ON SITE PRIOR TO PLAT sty. ARCHITECT SHALL LOCATE ALL TREES IN FIELD PRIOR TO PLANTING. � ® q rn BOULDERS & ROCKS THE FOLLOWING BOULDERS SHALL BE RECOVERED FROM THE ROUGH GRADING OPERATION, WASHED & CLEANED SIZED ACCORDING TO THE BELOW DESCRIPTIONS. BOULDERS MAY BE LARGER BY 12" BUT NOT SMALLER. LANDSC ARCHITECT SHALL APPROVE BOULDERS PRIOR TO CLEANING AND SPOT ALL BOULDER LOCATIONS, PRIOR TO INSTA BOULDERS SHALL BE PLACED WITH AT LEAST 1/3 OF THE HEIGHT OF BOULDER INTO THE SOIL. ACTUAL BOULDER VARY, DEPENDING ON WHAT IS RECOVERED. O QA YX3' OB 2' X 4' • L1�l O C 3' X 4' •• c D 4' X 4' s A0� OE 6' X 6' THIS SYMBOL INDICATES A BOULDER PILE OF AT LEA ST 16 X 22' WITH A VARYING HEIGHT FROM 8 HIGI A TC�L MAXIMUM OF 12' HIGH. THE PILE SHALL BE MADE UP OF BOULDERS THAT ARE AT LEAST 4'X 4' , IN SIZE E SEE IN SUCH A WAY AS TO BE IMMOVABLE, ONCE PLACED. LANDSCAPE ARCHITECT SHALL APPROVE BOUL: EE71 IS PILE LOCATION, ETC. PRIOR TO PLACEMENT AND COMPLETION OF PILES. INDICATES AREA OF 4" TO 8" DIAMETER ROCK RECOVERED FROM THE ROUGH GRADING OPERATION. A: SHALL BE WASHED & CLEANED. ROCKS SHALL BE PLACED ON FILTER FABRIC BY FABRISCAPE (800)992- Underground LANDSCAPE ARCHITECT SHALL APPROVE ROCKS AND AREA OF PLACEMENT Service Alert PRIOR TO PLACEMENT. ROCKS ARE TO BE USED AS GROUND COVER AND NOT STACKED. Call: TOLL FREE 1—800 20 110 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20 SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS� MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE p�# APPROVED BY: �pNDSCgp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. a o\ EL Lq�R q� CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES INC.ht� y� ny MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 16 ti ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE '� No. 33950 w o + 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 S ' 2P ` ` M. PPP HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL is woao7E".wne * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE `�q CIVIL �P KH A. OT A DATE: - s�qT ��y,�� \Q CALIFORNIA LICENSE # 1434 TREE �C GROUND COVER OF 27 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK PR. DATE �� CA��F s��� �� F� CA1 �E NEVADA LICENSE # 256 SCALE: EVANS ROAD 949 457-1 189 FAX 949 457-1 160 FOR: Vi/,0 COUNTY REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS ( ( ENGINEER COUNTY RECOMMENDED BY: __ .__ _. _...__....._ DATE: HOR: 1 = 20' FILE NO. r 4 a # q • - - 00 �� - 00 — Zg AC CAL 2g�$9 -7 P ��SO D � D 92O _ V. 26 C RAW \ 325 — AD _ 15, 49 32 — / �S, ,O SYMBOL DEFINITION SIZE REMARKS QUANTITY 4 TREES \ Platanus acerifolia 36" box 19 i C London plane tree Multi-trunk Pinus eldarica 36" box 25 55�, ��, ,O Mondell pine Indicates 24" box 5 • �,qD MISC. Eucalyptus leucoxylon 15 gallon 23 White iron bark * ALL NON SOD AREAS, EXCEPT SLOPES, SHALL RECEIVE A 2" DEEP LAYER OF BARK MULCH TO BE APPROVED BY 1 LANDSCAPE ARCHITECT PRIOR TO PLANTING. \ , 5 , C •• • * BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT SHALL APROVE PLANTS, LOCATIONS, ETC. Red crap emia indica 24" box 14 TC� C • PRIOR TO INSTALLATION Red crape myrtle Il * CONTRACTOR SHALL INSTALL A ROOT BARRIER WITH ALL TREES PLANTED WITHIN Y OF PAVING, WALLS, UTILITIES, ETC. O ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT CORP. (714) 896-0563. Tristan Brisbane bia ox 24" box 32 j box \ (f3 • NOTE 2 * THE CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES, WITH A PERSON OR STAKE FOR SCALE - Cupaniopsis anacardioides 15 gallon La Piedra Road street tree 26 IN THE PICTURE, FOR EACH TYPICAL TREE TYPE. LANDSCAPE ARCHITECT MAY VISIT NURSERY AND TAG SPECIFIC TREES. Carrotwood CONTRACTOR SHALL DELIVER PICTURES TO LANDSCAPE ARCHITECT AT LEAST TWO WEEKS PRIOR TO TREES SHIPMENT ;N 452 1 0 TO SITE. TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHIPPING AND ON SITE PRIOR TO PLANTING. Quercus ilex 15 gallon 8 1 G LANDSCAPE ARCHITECT SHALL LOCATE ALL TREES IN FIELD PRIOR TO PLANTING. Holly oak R BOULDERS & ROCKS 0 EucalNichoyl s gum cholii 15 gallon 34 THE FOLLOWING BOULDERS SHALL BE RECOVERED FROM THE ROUGH GRADING OPERATION, WASHED & CLEANED, AND pO r , S�� SIZED ACCORDING TO THE BELOW DESCRIPTIONS. BOULDERS MAY BE LARGER BY 12" BUT NOT SMALLER. LANDSCAPE Olea europaea 24" box 7 0R� 91 �S ARCHITECT SHALL APPROVE BOULDERS PRIOR TO CLEANING AND SPOT ALL BOULDER LOCATIONS, PRIOR TO INSTALLATION. Fruitless olive tree 0� C� 2$ ��L� BOULDERS SHALL BE PLACED WITH AT LEAST 1/3 OF THE HEIGHT OF BOULDER INTO THE SOIL. ACTUAL BOULDER SIZES MAY � VARY, DEPENDING ON WHAT IS RECOVERED. L QA YX3' OB 2' X 4' OC Y X 4' GROUND COVERS OD 4' X 4' S INDICATES MARATHON H HYDRO-SEEDED TURF @ 12 LBS. PER 1,000 SQ. FT. 0 E INDICATES ROSMARINUS OFFICINALIS 'PROSTRATUS'PLANTED FROM FLATS @ 12" ON 6'X 6' CENTER TRIANGULARLY SPACED THIS SYMBOL INDICATES A BOULDER PILE OF AT LEAST 16' X 22' WITH A VARYING HEIGHT FROM 8' HIGH TO A INDICATES OSTEOSPERMUM FRUTICOSUM (MIXED COLORS)PLANTED IN I GALLON SIZE MAXIMUM OF IT HIGH. THE PILE SHALL BE MADE UP OF BOULDERS THAT ARE AT LEAST 4' X 4' , IN SIZE, & PILED @ TON CENTER TRIANGULARLY SPACED IN SUCH A WAY AS TO BE IMMOVABLE, ONCE PLACED. LANDSCAPE ARCHITECT SHALL APPROVE BOULDERS, PILE LOCATION, ETC. PRIOR TO PLACEMENT AND COMPLETION OF PILES. INDICATES GAZANIA LEUCOLEANA - SUNRISE YELLOW,PLANTED FROM FLATS AT 8" ON CENTER TRIANGULARLY SPACED INDICATES AREA OF 4" TO 8" DIAMETER ROCK RECOVERED FROM THE ROUGH GRADING OPERATION. ALL ROCK CONSTRUCT SHOVEL CUT TRENCH BETWEEN MULCH AND SOD Underground SHALL BE WASHED & CLEANED. ROCKS SHALL BE PLACED ON FILTER FABRIC BY FABRISCAPE (800)992-0550. Service Alert LANDSCAPE ARCHITECT SHALL APPROVE ROCKS AND AREA OF PLACEMENT Call: TOLL FREE PRIOR TO PLACEMENT. ROCKS ARE TO BE USED AS GROUND COVER AND NOT STACKED. 1-800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADINGoFESS/ APPROVED BY: �PNDSCgp MILLENNIUM DESIGN BENCHMARK: LANDSCAOPE STREEOTFIMPI IMPROVEMENT PLANS 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC PERMIT HAS BEEN ISSUED. Q� o �,o �,eL L y CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF A ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 7 s ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT NO. 28791 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 Uj W /�j�/' w r" OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 w 23276 SOUTH POINTE DRIVE, SUITE 215 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 > 3 /0 b w. - HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL 4c W3 7MP.CME � LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 sj O�V�` �Q AL OT DATE: (�,od \� CALIFORNIA LICENSE 1434 TREE 8c GROUND COVER PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q # OF 27 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CAU�F 5 •�sMoG OF CAU\E NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20' FILE NO. LINE SEE SHEET 14 MATCH TRACT 29789 —_ I— — 36 LA P I E D RA ROAD .37 - — .35 1 - �� 34 149.99 1439. 57 1440. 93 1440. 77 OINTE A TC_ ��� 13 � / �• � �, TC-6 CF C D A C C�L�E ge � • � �v A I 550 ° ' R/W - _ _ — o 3Z o� 10 R � � -10 IN Q • ��� w A SYMBOL DEFINITION SIZE REMARKS QUANTITY 01 TREES � Platanus acerifolia 36" box 19 London plane tree Multi-trunk • Pinus eldarica 36" box 25 Jsr� I Mondell pine Indicates 24" box 5 I Eucalyptus leucoxylon 15 gallon 23 White iron bark Lagerstroemia indica 24" box 14 Red crape myrtle Tristania conferta 24" box 32 Brisbane box MISC. . Car Cupaniopsis anacardioidesl5 gallon La Piedra Road street tree 26 * ALL NON SOD AREAS, EXCEPT SLOPES, SHALL RECEIVE A 2" DEEP LAYER OF BARK MULCH TO BE APPROVED BY r0ZP'd' LANDSCAPE ARCHITECT PRIOR TO PLANTING. Quer * BOTH THE OWNER'S REPRESENTATIVE AND THE LANDSCAPE ARCHITECT SHALL APROVE PLANTS, LOCATIONS, ETC. s ilex 15 gallon 8 PRIOR TO INSTALLATION Hoollyily oak * CONTRACTOR SHALL INSTALL A ROOT BARRIER WITH ALL TREES PLANTED WITHIN 5' OF PAVING,WALLS,UTILITIES,ETC. O Eucalyptus nicholii 15 gallon 34 ROOT BARRIERS ARE AVAILABLE FROM DEEP ROOT CORP. (714) 896-0563. Nichols gum 2 NOTE / Olea europaea 24" box 7 * THE CONTRACTOR SHALL SUPPLY THE LANDSCAPE ARCHITECT WITH PICTURES, WITH A PERSON OR STAKE FOR SCALE Fruitless olive tree IN THE PICTURE, FOR EACH TYPICAL TREE TYPE. LANDSCAPE ARCHITECT MAY VISIT NURSERY AND TAG SPECIFIC TREES. CONTRACTOR SHALL DELIVER PICTURES TO LANDSCAPE ARCHITECT AT LEAST TWO WEEKS PRIOR TO TREES SHIPMENT TO SITE. TREES SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SHIPPING AND ON SITE PRIOR TO PLANTING. LANDSCAPE ARCHITECT SHALL LOCATE ALL TREES IN FIELD PRIOR TO PLANTING. BOULDERS & ROCKS THE FOLLOWING BOULDERS SHALL BE RECOVERED FROM THE ROUGH GRADING OPERATION, WASHED&CLEANED,AND SIZED ACCORDING TO THE BELOW DESCRIPTIONS. BOULDERS MAY BE LARGER BY 12" BUT NOT SMALLER. LANDSCAPE GROUND COVERS ARCHITECT SHALL APPROVE BOULDERS PRIOR TO CLEANING AND SPOT ALL BOULDER LOCATIONS,PRIOR TO INSTALLATION. S INDICATES MARATHON II HYDRO-SEEDED TURF @ 12 LBS, PER 1,000 SQ. FT. BOULDERS SHALL BE PLACED WITH AT LEAST 1/3 OF THE HEIGHT OF BOULDER INTO THE SOIL. ACTUAL BOULDER SIZES MAY VARY, DEPENDING ON WHAT IS RECOVERED. INDICATES ROSMARINUS OFFICINALIS 'PROSTRATUS' PLANTED FROM FLATS @ 12" ON oA 3'X 3' CENTER TRIANGULARLY SPACED OB 2' X 4' INDICATES OSTEOSPERMUM FRUTICOSUM (MIXED COLORS) PLANTED IN 1 GALLON SIZE @ 2' ON CENTER TRIANGULARLY SPACED D C 3'X 4' INDICATES GAZANIA LEUCOLEANA - SUNRISE YELLOW, PLANTED FROM FLATS AT 8" ON D 4'X 4' CENTER TRIANGULARLY SPACED c CONSTRUCT SHOVEL CUT TRENCH BETWEEN MULCH AND SOD C) E 6'X 6' Underground Service Alert Call: TOLL FREE 1-800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADINGoFESS/ APPROVED BY: �PNDscgp MILLENNIUM DESIGN BENCHMARK: PERMIT HAS BEEN ISSUED. A. o ' �O �pEL LFy 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS h R Q�, CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 41 +1 ASSOCIATES, INC. 8 MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT NO.O. 28791 C� 2 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND No. 33950 W w r^ OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE w o 23276 SOUTH POINT DRIVE, SUITE 215 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 ,� r l� 111 i5, �Q KHALE OTHM DATE: LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �' CIVIL �. �'1` QY �P CALIFORNIA LICENSE 1434 ELEVATION = 1439.662 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q�, sy ] ' # OF SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CALIF 5�=� OF CALF NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS 949 457-1 189 FAX 949 457-1 160 FOR: _7W.p. COUNTY r ENGINEER COUNTY RECOMMENDED BY: __ _.._...__.....- DATE: HOR: 1 �� = 20' FILE NO. 739 '+1 Ski 5� I - I I: - I � 0 I N, M I LQ A A A A A Jft A AAA A� AA AAA[ ♦ ♦ ♦ ♦ ♦ ♦ vs 00 000 Soo 000 00000 0o O O O > two, o000o w CD v H Cc 25 26 27 28 29 30 LA PIEDRA ROAD SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SHRUBS O Ligustrum 'Texanum' Texas privot 5 gallon 168 O Leucophyllum ' Compacta' Compact Texas Ranger 5 gallon 16 0 Rhaphiolepis 'Springtime' Indian hawthorne 5 gallon 274 00 Leucophyllum 'Green Cloud' Texas Ranger 5 gallon 98 ® Pyracantha 'Santa Cruz' Firethorn 5 gallon 52 ® Juniperus 'Armstrong' Armstrong Juniper 5 gallon 27 ® Phormium 'Maori Maiden' Maori maiden flax 5 gallon 60 Lantana 'New gold' New Gold Lantana 1 gallon 35 ® Lantana Camara Bush Lantana 5 gallon 58 6) Muhlenbergia 'Regal mist' Regal Mist Deer Grass 5 gallon 37 T Juniperus c. 'Pfiteriana Aurea' Golden pfitzer 5 gallon 62 m Phormium 'Dazzler' Dazzler flax 5 gallon 127 ® Phormium 'Guardsman' Guardsman flax 5 gallon 4 ® Phormium 'Maori Chief Maori Chief flax 5 gallon 139 Xylosma congestum Xylosma 5 gallon 539 ® Nerium 'Petite pink' Petite pink oleander 5 gallon 158 VINES (All vines shall be Parthenocissus unless otherwise marked) Remove stakes and trellis and attach vines and espaliers to wall with approved tie. Vine symbols are shown on back side of wall for clarity only. All vines shall be planted on side of wall facing street. V PT Parthenocissus tricuspidata Boston ivy (Staked) 5 gallon 380 Underground CR Capsis radicans Trumpet creeper (Staked) 15 gallon 17 o Service Alert V TC Tecomaria capensis Cape honeysuckle (Espalier) 15 gallon 6 Coll: TOLL TOLOFREE V PS Pyracantha 'Santa Cruz' Fire thorn (Espalier) 5 gallon 7 20 10 0 20 40 60 227-2600 NOTE: Quantities are for convenience only, Contractor responsible for plants shown GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING oFESS� APPROVED BY: MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. � A. or O �PNDSCgpF 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS �pEL Lq�R ASSOCIATES, INC. CHURCH IN SUN CITY EW MILES FROM THE INTERSECTION OF 1 9 MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST of MURRIETA i �_ ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" , LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND (rNo. 33950 w o a + 0 23276 SOUTH POINTE DRIVE, SUITE 215 TRACT NO. 28789 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLEOF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 A -� HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL 4( asoro7oc..ow- LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 SHRUB & VINE PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BEq C/V1L �Q KHA A. OTH N DATE: sr 5.(f,G� \Q CALIFORNIA LICENSE # 1434 2 7 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CA��F s�L� �� 9TFOFCAi �f NEVADA LICENSE # 256 SCALE: LA PIEDRA ROAD & EVANS ROAD OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 FOR: W.O COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE NO. Q U w (� . . . . o '� �► w o • oo • . . . . o . . . . 15ga1 � �� w ® ® m O •0 rn A ♦ a w R/w �9 �9 �9 ® ® ® 0 0 O O � _ ® � l � • w CO CO)ROAD C CO � w LA PIED m m w CL 1.4 31 32 33 34 � 35 L E5 O m w m m m �. , . ♦ m w • . ♦ , SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY ® TC SHRUBS ® O Ligustrum 'Texanum' Texas privot 5 gallon 168 O Leucophyllum ' Compacta' Compact Texas Ranger 5 gallon 16 C� Rhaphiolepis Springtime Indian hawthorne 5 gallon 274 Leucophyllum 'Green Cloud' Texas Ranger 5 gallon 98 C _ ; ; ® Pyracantha 'Santa Cruz' Firethorn 5 gallon 52 / ® Juniperus 'Armstrong' Armstrong Juniper 5 gallon 27 36 ® Phormium 'Maori Maiden' Maori maiden flax 5 gallon 60 Lantana 'New gold' New Gold Lantana 1 gallon 35 Lantana camara Bush Lantana 5 gallon 58 Iq @ Muhlenbergia 'Regal mist' Regal Mist Deer Grass 5 gallon 37 Golden fitzer 1 62 � F Juni erus c. Pfiteriana Aurea 5 gallon p p g 3,:;, m Phormium 'Dazzler' Dazzler flax 5 gallon 127 ® Phormium 'Guardsman' Guardsman flax 5 gallon 4 ® Phormium 'Maori Chief Maori Chief flax 5 gallon 139 Xylosma congestum Xylosma 5 gallon 539 ® Nerium 'Petite pink' Petite pink oleander 5 gallon 158 VINES (All vines shall be Parthenocissus unless otherwise marked) Remove stakes and trellis and attach vines and espaliers to wall with approved tie. Vine symbols are shown on back side of wall for clarity only. All vines shall be planted on side of wall facing street. PT Parthenocissus tricuspidata Boston ivy (Staked) 5 gallon 380 V CR Capsis radicans Trumpet creeper (Staked) 15 gallon 17 Underground TC Tecomaria capensis Cape honeysuckle (Espalier) 15 gallon 6 o Service Alert ♦ PS Pyracantha 'Santa Cruz' Fire thorn (Espalier) 5 gallon 7 Call: TOLL FREE 1-800 NOTE: Quantities are for convenience only, Contractor responsible for plants shown. 20 ° ° z° 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING Ess� MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE pF# APPROVED BY: �p,NDSCAp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES, INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 20 y 1b Z ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 6 y LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 /7 w o (�/�! LA 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6�30�0 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c msmorocr.ow�e * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BED C/Vl\ \� KHA A. OT A DATE: s� ,�y.�y \� CALIFORNIA LICENSE # 1434 SHRUB 8c VINE PLAN RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �� CAL Dow �� �TFOF IL`Erc3� NEVADA LICENSE # 256 LA PIEDRA ROAD OF 27 SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK REVISIONS APPR. DATE S CA (949) 457-1189 FAX (949) 457-1160 SCALE: FOR: W. COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20' FILE . 1932%,trX MA TCHL MATCHLINE SEE BELOW RIGHT INE SEE S • HEET 22 Cr � 00 o �0 0 p I ► � Q � Q o ► ® , � t ° Q c� o C . W . ► ► o ► m ► m� SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY o► SHRUBS o & Ligustrum 'Texanum' Texas privot 5 gallon 168 o O Leucophyllum ' Compacta' Compact Texas Ranger 5 gallon 16 2 Rhaphiolepis 'Springtime' Indian hawthorne 5 gallon 274 o 111111. 0 Leucophyllum 'Green Cloud' Texas Ranger 5 gallon 98 44' o ® o 0 Pyracantha 'Santa Cruz' Firethorn 5 gallon 52 ® o ® Juniperus 'Armstrong' Armstrong Juniper 5 gallon 27 o o ® Phormium 'Maori Maiden' Maori maiden flax 5 gallon 60 ® Lantana 'New gold' New Gold Lantana 1 gallon 35 Lantana camara Bush Lantana 5 gallon 58 mO @ Muhlenbergia 'Regal mist' Regal Mist Deer Grass 5 gallon 37 Juniperus c. Pfiteriana Aurea Golden pfitzer 5 gallon 62 ► ► m Phormium 'Dazzler' Dazzler flax 5 gallon 127 > ® Phormium 'Guardsman' Guardsman flax 5 gallon 4 ► ® Phormium 'Maori Chief Maori Chief flax 5 gallon 139 Q Xylosma congestum Xylosma 5 gallon 539 ® �O ® Nerium 'Petite pink' Petite pink oleander 5 gallon 158 ® ®00 VINES (All vines shall be Parthenocissus unless otherwise marked) q Remove stakes and trellis and attach vines and espaliers to wall with approved tie. Vine symbols are shown on ,4 �p ► 44' ► back side of wall for clarity only. All vines shall be planted on side of wall facing street. C ► \ 5 PT Parthenocissus tricuspidata Boston ivy (Staked) 5 gallon 380 ® 32 V CR Capsis radicans Trumpet creeper (Staked) 15 gallon 17 ► V TC Tecomaria capensis Cape honeysuckle (Espalier) 15 gallon 6 ® V PS Pyracantha 'Santa Cruz' Fire thorn (Espalier) 5 gallon 7 ®® NOTE: Quantities are for convenience only, Contractor responsible for plants shown. 0 ► I Vol. N ► O ► I`r? ► O� ► ► MATCHLINE SEE ABOVE LEFT MATCHLINE SEE SHEET 19 Underground Service Alert Call: TOLL FREE 1-800 20 10 0 20 40 60 227-2600 GRAPHIC SCALE: 1 "=20' TWO WORKING DAYS BEFORE YOU DIG SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING �#ESSt APPROVED BY: MILLENNIUM DESIGN LANDSCAPE STREET IMPROVEMENT PLANS BENCHMARK: COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. ,Q� A h1� �pNDSCgpF 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC i �4,Q��►� EL LAP q'p� ASSOCIATES, INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 2 1 MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 2 y S ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" C� m Z p LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o Q 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN EXP. 6/30/06 T 3 0` HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL * V30#07oc..o� +� LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 SHRUB & VINE PLAN sj C�V�L �� A A. OTH N DATE: s� CALIFORNIA LICENSE 1434 2 7 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE qj�. \ U 0 # E VAN S ROAD OF SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE CAS\E �.� F� CA1 �E NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: (949) 457-1 189 FAX (949) 457-1 160 ALE:HOR: 1 " = 20' FOR: �( 0. COUNTY FILE NO. • cal G) O� o .�G �T o � 0 o - PS � O I I � � P 0L M • S CT SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SHRUBS Ligustrum 'Texanum' Texas privot 5 gallon 168 O Leucophyllum ' Compacta' Compact Texas Ranger 5 allon 16 80 g o O O Rhaphiolepis 'Springtime' Indian hawthorne 5 gallon 274 O 0 Leucophyllum 'Green Cloud' Texas Ranger 5 gallon 98 O � o ® P racantha 'Santa Cruz' o � � y F><rethorn 5 gallon 52 ® Juniperus 'Armstrong' Armstrong Juniper 5 gallon 27 o•' •' ® Phormium 'Maori Maiden' Maori maiden flax 5 gallon 60 C ° O .• Lantana 'New gold' New Gold Lantana 1 gallon 35 . 7S9a/ ® Lantana camara Bush Lantana 5 gallon 58 • G' Muhlenbergia 'Regal mist' Regal Mist Deer Grass 5 gallon 37 CR T Juniperus c. 'Pfiteriana Aurea' Golden pfitzer 5 gallon 62 C o m Phormium 'Dazzler' Dazzler flax 5 gallon 127 Q C �z, o' ® Phormium Guardsman' Guardsman flax 5 gallon 4 Phormium Maori Chief Maori Chief flax 5 gallon 139 ' o Xylosma congestum Xylosma 5 gallon 539 rn Nerium 'Petite pink' Petite pink oleander 5 gallon 158 VINES (All vines shall be Parthenocissus unless otherwise marked) Remove stakes and trellis and attach vines and espaliers to wall with approved tie. Vine symbols are shown on back side of wall for clarity only. All vines shall be planted on side of wall facing street. 0 C V PT Parthenocissus tricuspidata Boston ivy (Staked) 5 gallon 380 o� V CR Capsis radicans Trumpet creeper (Staked) 15 gallon 17 00 � V TC Tecomaria capensis Cape honeysuckle (Espalier) 15 gallon 6 e PS Pyracantha 'Santa Cruz' Fire thorn (Espalier) 5 gallon 7 NOTE: Quantities are for convenience only, Contractor responsible for plants shown o� MATC 1allL�F?, I�LINE SE E ST 2 1 Underground Service Alert Call: TOLL FREE 1—800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 1 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ESS/ APPROVED B Y: MILLENNIUM DESIGN �p,NDSCgp 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. ^ YY �O\O�EL Lq�R y� INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF ASSOCIATES, C MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 22 y y ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" a LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE crNo. 33950 w o �/ n 23276 SOUTH POINTE DRIVE SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 TRACT N O. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN EXP. 6/30/06 ' HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ♦c W=67Ev.DA-M * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE �}� CVIL �Q KHA A. OT DATE: s� 'Q� \� CALIFORNIA LICENSE # 1434 SHRUB & VINE PLAN 2 7 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� CALIF S�tS �TFpF CAL\f NEVADA LICENSE # 256 EVANS ROAD of SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 949 457-1189 FAX 949 457-1160 SCALE: COUNTY ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: ( > HOR: 1 " = 20' FOR: W.O. 9 FILE N0. " 0001, C vz 29 C C -C - 28 .61 0 SEA , '/ , s $9 S�- Go ��C�L C,� 2g'I got C - �6 O a ®-G-vN;;0;00!0 D - -!r'� LP C C190 �D low- " - 25 1449.32 - F D A �Jc I I _ till 1 I 95 gal S D SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY 6 CF SHRUBS O Ligu strum 'Texanum' Texas privot 5 gallon 168 D O Leucophyllum ' Compacta' Compact Texas Ranger 5 gallon 16 O Nerium 'Little Red' Little red oleander 5 gallon 274 U-) I ' ' OO Leucophyllum 'Green Cloud' Texas Ranger 5 gallon 98 2 ® Pyracantha 'Santa Cruz' Firethorn 5 gallon 52 ' ® Juniperus 'Armstrong' Armstrong Juniper 5 gallon 27 1452. 10 ® Phormium 'Maori Maiden' Maori maiden flax 5 gallon 60 Lantana 'New gold' New Gold Lantana 1 gallon 35 ® Lantana camara Bush Lantana 5 gallon 58 Muhlenbergia 'Regal mist' Regal Mist Deer Grass 5 gallon 37 ® Juniperus c. 'Pfiteriana Aurea' Golden pfitzer 5 gallon 62 pog�����p 1 m Rhaphiolepis 'Springtime' Indian hawthorne 5 gallon 127 ov Zg�9 �'VN ® Phormium 'Guardsman' Guardsman flax 5 gallon 4 ® Phormium 'Maori Chief Maori Chief flax 5 gallon 139 Y g Y L � X losma con estum X losma 5 gallon 539 �i) Nerium 'Petite pink' Petite pink oleander 5 gallon 158 C Photinia 'Fraseri' Photinia 5 gallon 88 VINES (All vines shall be Parthenocissus unless otherwise marked) Remove stakes and trellis and attach vines and espaliers to wall with approved tie. Vine symbols are shown on back side of wall for clarity only. All vines shall be planted on side of wall facing street. V MU Macfadyena unguis-cati Yellow cat claw (Staked) 15 gallon 64 ❑ PT Parthenocissus tricuspidata Boston ivy (Staked) 5 gallon 380 NOTE: Quantities are for convenience only, Contractor responsible for plants shown. Underground Service Alert Call: TOLL FREE 1—800 20 10 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20' SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADINGpFESS/ MILLENNIUM DESIGN BENCHMARK: APPROVED BY: pNDSCgAF 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. A or ' o .a& L L,�R y� ASSOCIATES INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF �� F. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA TRACT N 28791 y y ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" C� 2 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o + n 23276 SOUTH POINTE DRIVE SUITE 215 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 r 3 rM LAGUNA HILLS, CALIFORNIA 92653-1434 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL C�V�L �P KHAL A. OTH DATE: *� aa�r74 \* CALIFORNIA LICENSE # 1434 ELEVATION = 1439.662 TREE & GROUND COVER PLAN 27 RE DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE � �� — RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE ��� CA�F� �' qTF of GA1- NEVADA LICENSE # 256 SCALE: OF SHTS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457 1 160 FOR: W.O COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20� FILE N0. MATCHLINE SEE SHEET 19 TRACT 28789 36 LA P I E D RA ROAD j7 ,35 -- _ 34 144077 1439.99 14�39.57 — 1440. 93 —6 CF TC-6 CF l$ ��°. �' TC-6 CF TC-6 CF TCC A sve / S� ' 3.3 A C C D 0 1\1EIDRP o, o i ® D > I v AC C a �,�i i � Dc�,PO ► H 0 SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY SHRUBS O Ligustrum 'Texanum' Texas privot 5 gallon 168 �Q�9 O Leucophyllum ' Compacta' Compact Texas Ranger 5 gallon 16 0 Nerium 'Little Red' Little red oleander 5 gallon 274 0 Leucophyllum 'Green Cloud' Texas Ranger 5 gallon 98 ® Pyracantha 'Santa Cruz' Firethorn 5 gallon 52 ® Juniperus 'Armstrong' Armstrong Juniper 5 gallon 27 ® Phormium 'Maori Maiden' Maori maiden flax 5 gallon 60 Lantana 'New gold' New Gold Lantana 1 gallon 35 ® Lantana camara Bush Lantana 5 gallon 58 Muhlenbergia 'Regal mist' Regal Mist Deer Grass 5 gallon 37 ® Juniperus c. Wteriana Aurea' Golden pfitzer 5 gallon 62 m Rhaphiolepis 'Springtime' Indian hawthorne 5 gallon 127 ® Phormium 'Guardsman' Guardsman flax 5 gallon 4 ® Phormium 'Maori Chief Maori Chief flax 5 gallon 139 Xylosma congestum Xylosma 5 gallon 539 ® Nerium 'Petite pink' Petite pink oleander 5 gallon 158 C Photinia 'Fraseri' Photinia 5 gallon 88 VINES (All vines shall be Parthenocissus unless otherwise marked) Remove stakes and trellis and attach vines and espaliers to wall with approved tie. Vine symbols are shown on back side of wall for clarity only. All vines shall be planted on side of wall facing street. V MU Macfadyena unguis-cati Yellow cat claw (Staked) 15 gallon 64 ❑ PT Parthenocissus tricuspidata Boston ivy (Staked) 5 gallon 380 NOTE: Quantities are for convenience only, Contractor responsible for plants shown. Underground Service Alert Call: TOLL FREE 1—800 20 110 0 20 40 60 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE: 1 =20 SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING LESS/ APPROVED BY: MILLENNIUM DESIGN BENCHMARK: COUNTY OF RIVERSIDE PERMIT HAS BEEN ISSUED. A. o O �pNDSCgpF 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC LANDSCAPE STREET IMPROVEMENT PLANS 24 G�pEL Lq q ASSOCIATES INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF t„� �` R P� MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ~ y s ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT N 0. 28791 CO 1 2 LANDSCAPE ARCHITECTS EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 A w o / 23276 SOUTH POINTE DRIVE, SUITE 215 OF ROCK 4' x 15' x 30' SET A BRASS DISK DATE: 1970 (SOUTH SIDE OF LA PIEDRA ONLY) FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 70 Q ` W. HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL 4( �= o7�_0AW * LAGUNA HILLS, CALIFORNIA 92653-1434 ELEVATION = 1439.662 `� CIVIL �� KHA A 0 MAN DATE: s� '14-0 \� CALIFORNIA LICENSE 1434 IRRIGATION PLAN OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q # OF 2 7 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� CA��F s����� 9TFOF CA1 �f NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1160 , FOR: V11.p COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20' FILE NO. 39• SHINGLE NAIL LODGE POLE TREE TRUNK CINCH TIE (DO NOT TWIST) PREVAILING WIND DIRECTION GROUNDCOVER PLANTS 2" DIA LODGEPOLE PINE TREE SEE PLANTING PLANS FOR SPACING STAKE COPPER NAPTHENATE TREATED AND DRIVEN IN GROUND 1 /2" DEEP WALK-ON BAR \ TO 2FT. MIN. DEPTH. 2 REQ'D MULCH BLANKET a) CINCH TIE (4) REQ D PLAN � . ARBOR GUARD IN TURF AREAS PREPARED BACKFILL MIX, :z SEE SPECIFICATIONS 6" MIN. TO HARDSCAPE OR MOWSTRIP 3" HIGH WATER BASIN, SECTION AT TIME OF PLANTING 5 GRAM AGRIFORM TABLETS SEE SPECS. FINISH GRADE I-III i I—I I I- 1 1 /2" DEEP WALK-ON BARK III—III— ; �..., o.;. MULCH BLANKET —' FERTILIZER TABLETS TO BE ° ADDED PER MFG. RECOM DS. ° /-co ° ° o ° °°° o .� TILLED & AMENDED ° 01 o ° o PLANTING BED PER SOIL TEST III I / �° / / / 0 ° NATURAL SUBGRADE 2X DIA. OF ROOT BALL GROUNDCOVER PLANTING TREE PLANTING L,QOP HOSES TRUNK 1 GREATER (TYP.) THAN DIAMETER � TYING PLAN U EW RUBBER HOSE OVER WIRE AT POINT OF CONNECTION. GALV. STEEL CABLE SPACED EQUALLY AROUND TREE - TOP OF ROOTBALL TO COVER WITH 3/4" DIA. X 3' EXTEND 2" ABOVE CLASS 200 WHITE PVC PIPE. FINISH GRADE "ARBOR CARD" OR EQUAL IN TURNBUCKLE (TYP.) TURF AREAS. TIGHTLY COMPACTED 3" BERM TURF TO FORM WATERING BASIN FOR RESIDENTIAL AND GROUND COVER INSTALLATIONS. 4" WOOD CHIP ULCH IN PLANTER. a 11= -1 I 3" BERM TO FORM I III-I ROOT BALL1(- PERMANENT BASIN WATER BASIN 11= n I=III= NATIVE BACKFILL WITH _I I - - � �/` IIIII I—III NOAN03'K DIAMETERR I�IIIII I IIIII�III IIIIII'II EIIIE IIII1=1II I -III-II II� II�II-III=11EIIE1F91 =111 UCKBILI_ EARTH ANCHOR FERTILIZER TABLETS 1i-1T 111�11=III= 11�11-III-III=III=III= 68-DTS)TOTAL SYSTEM -I PLANT PIT TO BE 2 -ITI- I—II I-ITI -III—I i�I i I-I i I-IT�I i I OR EQUAL TIMES THE WIDTH OF ROOT BALL. UNDISTURBED NATIVE SOIL. _IT - , � ROOTBALL NOTES: 1 1 /2 X MIN. ROOTBALL DEPTH!— III I =1 2X THE WIDTH OF ROOTBALL BACKFILL MIX. PREVENT DEFO MAN ONINSTALL GUYS HADAUT OF LIOMBS. 2. WIRE SHALL BE CLAMPED OR Underground PUDDLE AND SETTLE BACKFIL CRIMPED NOT TWISTED. TOP VIEW Service Alert PRIOR TO PLACEMENT OF SHRUB Call: TOLL FREE 1-800 227-2600 SHRUB PLANTING TREE GUYING TWO WORKING DAYS BEFORE YOU DIG SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING LESS/ APPROVED BY: p,NDSCgp MILLENNIUM DESIGN COUNTY OF RIVERSIDE STREET PERMIT HAS BEEN ISSUED. ���`��"' °��_ ASSOCIATES, INC. LANDSCAPE STREET IMPROVEMENT PLANS 25 y°�, LANDSCAPE ARCHITECTS THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w c � n 23276 SOUTH POINTE DRIVE SUITE 215 TRACT N 0. 28789 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 3 f/(� ` T`•�1• --1 ' HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL it 91:07EIIP.DATE * LAGUNA HILLS, CALIFORNIA 92653-1434 PLANTING DETAILS JJ C�V�L �Q HAL A. OTH N DATE: sT G \� CALIFORNIA LICENSE 1434 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE q � # OF 7 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE �� CA��E 4 S�Zs�'a rF CA��F NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: (949) 457-1189 FAX (949) 457-1160 ALE: 1 " = 20' FOR: W.O. ex COUNTY FILE N0. PLANTING SPECIFICATIONS the contractor's expense. The plants shall be of the species, variety, size and condition specified herein or as shown on the drawings. Under no condition will there be any substitution of plants or sizes of those listed on the accompanying plans, All plants which settle deeper than specified above shall be raised to the correct level. After the except with the expressed consent of the Landscape Architect. plant has been placed, additional backfill shall be added to the hole to cover approximately I. SCOPE 6. Pruning: one-half of the height of the root ball. At this stage water shall be added to the top of the Furnish all material, labor, transportation, equipment, and property to complete the landscaping At no time shall trees or plant material be pruned, trimmed or topped prior to delivery and any alteration of their shape shall be partly filled hole to thoroughly saturate the root ball and adjacent soil. of the planting areas shown on the drawings, or reasonably implied to complete the construction. conducted only with the approval and when in the presence of the Landscape Architect and as noted in the Planting After the water has completely drained, planting tablets shall be placed as indicated Included as a part of the work of this Section, but not necessarily limited by it, are the Specifications. below: following items: 7. Protection: 3 tablets per one gallon container A. Pre-planting weed control of all planting areas. All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, or 8 tablets per five gallon container B. Soil preparation and fine grading of all planting areas, including the addition of soil from any other injury. 15 tablets per fifteen gallon container amendments. 8. Right of Inspection: 16 tablets per 20" and 24" box C. Preparation of all planting and specimen tree holes. The Landscape Architect reserves the right to approve or reject at any time upon delivery or during the work any or all plant 18 tablets per 30" box D. Furnishing and installation of all plant materials, lawns, ground covers, mulches, etc. material regarding size, variety or condition. 20 tablets per 36" box E. Furnishing and installation of all required planting backfill materials, tree stakes, guy wires, 22 tablets per 42" box and miscellaneous material. E. Seed: 24 tablets per 48" box F. Providing maintenance for ninety (90) continuous calendar days after acceptance of All seed used shall be labeled and shall be furnished in sealed standard containers with signed Larger sizes: For each Y2 " caliper measured 14" above soil level use 3 additional tablets. construction. copies of a statement from the vendor, certifying that each container of seed delivered is fully The reminder of the hole shall then be backfilled. G. Guarantee and replacement. labeled in accordance with the California State Agricultural Code and is equal to or better than Planting tablets shall be set with each plant on the top of the root ball while the plants are still the requirements of these specifications. in their containers so the required number of tablets to be used in each hole can be easily verified. II. MATERIALS F. Hydro-Mulching Materials:The hydro-mulch mix shall consist of wood cellulose mulching fiber, Conweb mulching fiber After backfilling, an earthen basin shall be constructed around each plant. Each basin shall be of depth sufficient to hold at least two inches of water. Basins shall be of a size suitable for the All materials shall be of standard, approved and first grade quality and shall be in prime or equal. a de p conditions when installed and accepted. Any commercially processed or packaged material shall individual plant. In no case shall a basin for a fifteen gallon plant be less than four feet in G. Hydro-Mulching Application: diameter; , be delivered to the site in the original unopened container bearing the manufacturer's a five gallon plant less than three feet in diameter; and a one gallon plant, less than Equipment: Hydraulic equipment used for the application of the fertilizer, seed and slurry of two feet in diameter. The basins shall be constructed of amended backfill materials. guaranteed analysis. Contractor shall supply Owner with a sample of all supplied materials prepared wood pulp shall be of the "Super Hydroseeder" type as approved by the Landscape 3. Pruning: accompanied by analytical data from an approved laboratory source illustrating compliance or Architect. This equipment shall have a built-in agitation system and operating capacity sufficient g: bearing the manufacturer's guaranteed analysis. g y p g p Pruning shall be limited to the minimum necessary to remove injured twigs and branches, and to to agitate, suspend and homogeneously mix a slurry containing not less than 40 lbs. of fiber compensate for loss of roots during transplanting, but never to exceed one-third of the branching A. Topsoil: mulch plus a combined total of 7 lbs. fertilizer solids for each 100 gallons of water. The slur Topsoil, as required, shall be obtained from on site excavations. p g slurry structure. Upon approval of the Landscape Architect, pruning may be done before delivery of distribution lines shall be large enough to prevent stoppage and shall be equipped with a set of plants, but not before plants have been inspected and approved. Cuts over three-quarters of an B. Soil Conditioners and Fertilizers: hydraulic spray nozzles which will provide a continuous non-fluctuating discharge. The slurry tank inch in diameter shall be painted with tree wound paint. Soil conditioners may include any or all of the specific conditioners herein specified. shall have a minimum capacity of 1,500 gallons and shall be mounted on a traveling unit, either p p 1. Nitrogen stabilized organic amendment. 4. Staking and Guying: Amendment shall be fir or cedar sawdust. Source shall be derived from wood of fir or wood of self-propelled t drawn by a separate unit, which will place the slurry tank and spray nozzles Staking of all trees shall conform to tree staking and tree guying details and as herein specified. within sufficient proximity to the areas to be seeded. y planted Protective stakes may be with the tree, driving cedar containing the following physical properties: p g them into undisturbed soil at the bottom Percent Passing Sieve Size III. GRADING AND SOIL PREPARATION of the planting hole until 18" remains above ground level. 95-100 6.33 mm 1/4 inch Support stakes tall enough to support the particular tree shall be driven 18" into the soil. A line ( } The general subsoil grading, deep ripping, tilling, and establishment of the rough grade will be 80-100 2.38 (No. 8, 8 mesh) done by others, under a separate contract. drawn between the two support stakes shall be at right angles to the most troublesome wind direction. Attach crossties to the supportive stakes on the leeward side of the prevailing wind. 0-30 500 Micron (No. 35, 32 mesh) Other work such as fine grading, cultivation (and in some cases, addition of topsoil)and/or soil Ties shall be place as low on the trunk as possible but high enough so the tree will return to Chemistry shall be: conditioners are required to prepare the finish grade. upright after deflection. Nitrogen Content (dry weight) - 0.65% -0.84% After approximate finished grades have been established, soil shall be conditioned and fertilized in Iron Content - Minimum 0.08 % dilute acid soluble Fe. on dry weight basis. the following manner. Materials shall, at the following rates, be uniformly spread and cultivated To find the proper height for tie locations, hold the trunk in one hand, pull the top to one side Soluble Salts - Maximum 3.5 Millimohos centimeter at 25 degrees centigrade as determined by thoroughly by means of mechanical tiller into the top 6" of soil per 1000 square feet: and release. The height at which the trunk will just return to the upright when the top is released saturation extract method. Application Rates is the height at which to attach the ties. Ash - (dry weight) 0 - 6.0% See Soil Notes Ties are to form a loose loop around the tree trunk and auxiliary stake so that the trunk cannot g 2. Other Materials: 4 cu. Yards of Nitrogen Stabilized work towards the support stakes. Fertilizer shall be delivered to the site in the original unopened containers and of commercial Organic Amendment Support stakes are not to exceed 6" above the tie locations. The auxiliary stake shall be grade, uniform in composition, dry and free flowing, of the following analysis All soil areas shall be compacted and settled by application of heavy irrigation to a minimum attached to those trees needing extra trunk support as determined by the Landscape Architect. Wind and wrap the top of the wire with friction tape. a. Gro-Power Plus depth of twelve (12} inches.b. Gro-Power planting tablets A. Final Grades: One tree of each size shall be staked and approved by the Landscape Architect prior to continued c. As Specified After the foregoing specified deep watering, minor modifications to grade may be required to staking. C. Tree Support: establish the final grade. These areas shall not be worked until the moisture content has been D. Ground Covers: Materials for staking and guying shall be as follows: reduced to a point where working it will not destroy soil structure. Ground covers will be planted in the areas indicated on the plans. 1: Support stakes shall be lodge pole pine stakes, Length as determined to facilitate upright 1. Finish grading shall insure proper drainage of the site. Ground cover plants shall be grown in flats, peat pots, or taken as cuttings, as indicated on the stand as described. 2. All areas shall be graded so that the final grades will be one inch below adjacent paved areas, plans. Flat grown plants (rooted cuttings) shall remain in those flats until transplanting. The flat's 2. Ties: Elastic webbing, polyethylene tape, or Owner approved tie. sidewalks, valve boxes, headers, clean-outs, drains, manholes, etc. soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. If plants 3. Guy wire, steel guy anchor and plastic hose tie of adequate size and length to safely support 3. Surface drainage shall be away from all building foundations. from peat pits are used, the pots shall be protected at all times prior to planting to prevent tree. 4. Eliminate all erosion scars. unnecessary drying of the root ball. D. Miscellaneous Materials: Unrooted cuttings shall be 10 inches or more in length. They shall be insect and disease free tip Sand: Washed river sand or equal. IV. PLANTING INSTALLATION cuttings from healthy, vigorous and strong growing plants. Mature or brown-colored stem growths Post Emergent Weed Killer: "Paraquat", "Roundup", or Owner approved herbicide. Actual planting shall be performed during those periods when weather and soil conditions are or cuttings which have been trimmed or rooted before planting will not be accepted. Cuttings shall Tree Wound Paint: As approved. suitable and in accordance with locally accepted practices, as approved by the Landscape be planted not more than 2 days after cutting and shall not be allowed to dry or wither. Fiber: Wood cellulose mulching fiber"Conweb" or equal. Architect. 1. Ground cover shall be planted in straight rows and evenly spaced, unless otherwise noted, and Chemical Additive: Seed germinating additive "CPA 4000" or equal. A. Weed Control: at intervals called out in the drawings. Triangular spacing shall be used unless otherwise noted on 1. Nomenclature: the plans. After soil preparation and establishment of final grades prior to any planting, the contractor shall The scientific and common names of plants herein specified conform with the approved names given in "A Checklist of Woody irrigate thoroughly for a period of time, two (2) to three (3) weeks or until weed seeds have 2. Each rooted plant shall be planted with its appropriate amount of flat soil or in a peat pot, in Ornamental Plants in California", Manual 32, published by the University of California School of Agriculture (1963). germinated. When there is sufficient weed seed germination, the contractor shall apply a a manner that will insure minimum disturbance of the root system, but in no case shall this 2. Plant List for Bid: depth be less than two nodes. To avoid drying out, plantings shall be immediately sprinkled after post-emergent weed killer, according to the directions of the manufacturer. The contractor shall The contractor is herein referred to the landscape plans for the plant material selection and the requirements of this section of then wait an additional one (1) week to allow the weed killer to dissipate, then plant as indicated planting until the entire area is soaked to the full depth of each hole, unless otherwise noted on the specifications. Container sizes, unless otherwise stated, have been used to indicate the size of the plant material the drawings. required. in the plans and specifications. _E- Lawn` _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - 3. Labeling/Delivery: B. Layout of Major Plantings: Lawn shall be planted by hydroseeding and sodded as indicated on the plans. All areas shall be Each group of plant materials delivered to the site shall be clearly labeled as to species, variety and nursery source; however, Locations for plants and outlines of areas to be planted shall be marked on the ground by the free from weeds and weed residue. determination of plant species or variety will be made by the Landscape Architect, and his decision will be final. contractor before any pits are dug. All such locations shall be approved by the Landscape F. Hydroseeding: The contractor shall notify the Landscape Architect 72 hours in advance of delivery of all plant materials and shall submit an Architect. If an underground construction or utility line is encountered in the excavation . Hydroseeding shall include application of mulch, fertilizer and seed planting bed preparation, pre itemized list of the plants in each delivery. planting areas, other locations for planting may be selected by the Landscape Architect. and post-planting irrigation. As a convenience to the contractor, the Landscape Architect upon request, will inspect box size material at the source nursery C. Planting of Trees, Shrubs and Vines: 1. After soil preparation, establishment of final grades and weed control, the surface two (2) prior to delivery at the cost of the contractor. Said source nurseries shall be reasonably close to the project site as determined 1. Excavation for planting: Excavation for planting shall include the stripping and stacking of all inches of soil shall be loosened by harrow rototiller and floated level and irrigated just prior to by the Landscape Architect. Plant material so inspected shall arrive at the project site in an undamaged condition. acceptable topsoil encountered within the areas to be excavated for trenches, tree holes, plant planting. 4. Quality and Size: pits and planting beds. 2. Preparation: The slurry preparation shall take place at the site of work and shall begin by Plants shall be in accordance with the California State Department of Agriculture's regulation for nursery inspections, rules a. Protect all areas from excessive compaction when trucking plants or other material to the adding water to the tank when the engine is at half throttle. When the water level has reached and grading. All plants shall have a normal habit of growth and shall be sound, healthy, vigorous, and free of insect planting site. the height of the agitator shaft, good recirculation shall be established and at this time the seed infestations, plant diseases, sun scalds, fresh abrasions of the bark, excessive abrasions, or other objectionable b. All excavated holes shall have vertical sides with roughened surfaces and shall be of a size and chemical additive shall be added. Fertilizer shall then be added followed by wood pulp mulch. disfigurements. Tree trunks shall be sturdy and well 'hardened off. All plants shall have normally well - developed branch that is twice the diameter and 6" minimum deeper than the root ball. The wood pulp mulch shall only be added to the mixture after the tank is at least one-third systems and vigorous and fibrous root systems which are not root or pot bound. In the event of disagreement as to condition c. Excess soil generated from the planting holes and not used as backfill or in establishing the filled with water. The engine throttle shall be opened to full speed when the tank is half filled with of root system, the root condition of the plants furnished by the contractor in containers will be determined by removal of earth final grades shall be removed from the site. water. All the wood pulp mulch shall be added by the time the tank is two-thirds to from the roots of not less than two plants or more than two percent of the total number of plants of each species or variety. 2. Planting: three-fourths full. Spraying shall commence five minutes after addition of the chemical additive Where container grown plants are from several sources, the roots of not less than two plants of each species or variety from No planting shall be done in any area until the area concerned has been satisfactorily prepared in when the tank is full. each source will be inspected. In case the sample plants inspected are found to be defective, the Landscape Architect accordance with these specifications. Application rates: reserves the right to reject the entire lot or lots of plants represented by the defective samples, The Landscape Architect is the Only as many plants as can be planted and watered on that same day shall be distributed in Fiber 1,500 lbs. per acre. sole judge as to acceptability. Any plants rendered unsuitable for planting because of this inspection will be considered as planting area. Seed See plans samples and will be provided at the expense of the contractor. Containers shall be opened and plants shall be removed in such a manner that the ball of earth Gro-Power Plus 1,200 lbs. per acre (if area has been soil prepped, only use 400 lbs. per The size of the plants will correspond with that normally expected for species and variety of commercially available nursery surrounding the roots is not broken, and they shall be planted and watered as herein specified acre stock, or as specified in the Special Conditions or drawings. The minimum acceptable size of all plants, measured before immediately after removal from the containers. Containers shall not be opened prior to placing the Chemical Additives 3 gallons per acre pruning with the branches in normal position, shall conform with the measurements, if any specified on the drawings in the list plants in the planting area. Urea Formaldehyde 300 lbs. per acre of plants to be furnished. Plants larger in size than specified may be used with the approval of the Landscape Architect, but Container plants shall be backfilled with: 3. Application: The operator shall spray the area with a uniform visible coat by using the green the use of larger plants will make no change in contract price. If the use of larger plants is approved, the ball of earth or spread See Soil Notes color of the wood pulp as a guide. The slurry shall be applied in a sweeping motion, in an arched of roots for each plant will be increased proportionately. Palm Backfill stream so as to fall like rain allowing the wood fibers material to spread at the required rate per 5. Rejection or Substitutions: 8 parts by volume washed river sand acre. All plants not conforming to the requirements herein specified, shall be considered defective, and such plants, whether in 2 parts by volume nitrogen stabilized organic amendment 4. Time Limit: All slurry mixture which has not been applied with in two hours after mixing will place or not, shall be marked as rejected and immediately removed from the site of the work and replaced with new plants at 10 lbs. Gro-Power palm fertilizer per cubic yard of mix be rejected and removed from the project at the contractor's expense. 2 lbs. Agricultural gypsum per cubic yard of mix Continued on sheet 27 SEAL-COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET No. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING GFESS/ APPROVED BY: NDSC MILLENNIUM DESIGN 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC QR �P AA CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. �F9 A• 0l �O G�pEL L F y INC. MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ASSOCIATES, CROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 26 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT N 0. 28789 LANDSCAPE ARCHITECTS OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 D THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 w o # n 23276 SOUTH POINTE DRIVE SUITE 215 8C A PART OF TRACT NO. 28791 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 3 O (� ` ELEVATION = 1439.662 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL it a 07IXP.GTE * LAGUNA HILLS CALIFORNIA 92653-1434 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE 1'J� C�V�\, �Q K A E A. OTH DATE: s�q „/G,p \Q CALIFORNIA LICENSE # 1434 PLANTING SPECIFICATIONS 27 s, Z� �� `7 OF SH TS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �Qc �`\E rF `F( NEVADA LICENSE # 256 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE CAL 949 457-1189 FAX 949 457-1160 SCALE: COUNTY ENGINEER REVISIONS COUNTY RECOMMENDED BY: DATE: ( ) ( HOR: 1 = 20 FOR: W.O. FILE N0. 40 Continued from sheet 26 5. Irrigation: Immediately after completion of hydroseeding, each area shall be irrigated. Irrigation during the germination period of the seeds shall keep the hydro-mulch moist at all times without creating run-off, erosion or over-saturation. The irrigation system is to be in operating condition and have been tested before planting is started. V. ESTABLISHMENT AND MAINTENANCE PERIOD The contractor shall continuously maintain all areas involved in this contract during the progress of the work and during the establishment period until final acceptance of the work by the Owner. The contractor shall request an inspection to begin the plant establishment period after all planting and related work has been completed in accordance with the Contract Documents. A prime requirement is that all lawn areas shall show an even, healthy stand of grass seedlings which shall have been mowed twice. If such criteria is met to the satisfaction of the Landscape Architect, a field notification will be issued to the contractor to establish the effective beginning date of the plant establishment and maintenance period. Any day when the contractor fails to adequately maintain plantings, replace unsuitable plants or do weed control or other work, as determined necessary by the Landscape Architect, will not be credited as one of the plant establishment working days. Improper maintenance or possible poor condition of any planting at the termination of the scheduled establishment period may cause postponement of the final completion date of the contract. Maintenance shall be continued by the contractor until all work is acceptable. In order to carry out the plant establishment work, the contractor shall furnish sufficient men and adequate equipment to perform the work during the plant establishment period. Maintenance shall be according to the following standards: A. All areas shall be kept free of debris and all planted areas shall be weeded and cultivated at intervals of not more than ten (10) days. Watering, mowing, rolling, edging, trimming, fertilization, spraying and pest control, as may be required, shall be included in the establishment period. B. The contractor shall be responsible for maintaining adequate protection of the area. Damaged areas shall be repaired at the contractor's expense. C. Between the 15th day and the 20th day of the establishment period, the contractor shall reseed all spots or areas within the lawn where normal turf growth is not evident. D. Fertilize all planting areas with the following - See soil notes E. Mowing of turf will commence when the grass has reached a height of two inches. The height of cut will be 1 to 1-1/2 inches. Mowing will be at least weekly after the first cut. Turf must be well established and free of bare spots and weeds to the satisfaction of the Landscape Architect prior to final acceptance. F. The contractor 's maintenance period will be extended if these provisions are not filled. G. Clean-up: The contractor shall keep the premises free from accumulation of waste materials and debris. After all planting operations have been completed, the contractor shall remove all trash, excess soil, empty plant containers, tools, and equipment used in this work and/or any other debris resulting from his work on the site. Any scars, ruts, or mars in the area caused by the landscape work shall be repaired at the contractor's expense. The contractor shall leave the site area broom clean and shall wash down all paved areas within the contract area leaving the premises in a clean condition. GUARANTEE AND REPLACEMENT A. All plant material installed under the contract shall be guaranteed against any and all poor, inadequate or inferior materials and /or workmanship for a period of one year. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Landscape Architect, shall be replaced by the contractor at his expense. B. Any materials found to be dead, or in poor condition during the establishment period shall be replaced immediately. The Landscape Architect shall be the sole judge as to the condition of material. Material to be replaced within the guarantee period shall be replaced by the contractor within 15 days of written notification by the Owner. C. Replacement shall be made in the same manner as required for original plantings. Materials and labor involved in the replacing of material shall be supplied by the contractor at no additional cost to the Owner. VI. INSPECTIONS Normal progress inspection shall be requested from the Landscape Architect at least 72 hours in advance of an anticipated inspection. An inspection will be made by the Landscape Architect on each of the steps listed below. The contractor will not be permitted to initiate the succeeding steps of work until he has received written approval to proceed by the Owner. A. Immediately prior to the commencement of the work on this section B. Completion of fine grading. C. Completion of soil conditioning D. Prior to application of post-emergent weed killers. E. Pre or post-delivery of all plant material. F. Completion of major plant layout. G. Prior to hydroseeding or installation of sod. H. Commencement of maintenance. I. Completion of first 30 day maintenance period. Final Acceptance of the Project: Prior to the date of the final inspection, the contractor shall acquire from the Landscape Architect approved mylar prints, and finally record from the job record set all changes made during construction, label said prints "As-Builts", and deliver to the Landscape Architect. Prior to the date of final inspection, the contractor shall deliver to the Landscape Architect the "Landscape and Irrigation Guarantee" as required. SOIL NOTES 1. Soil Preparation - add 50 lbs. of Agricultural Gypsum 1,000 sq. ft. 2. Backfill shall consist of the following: 7 parts native on site soil, by volume 3 parts nitrolized shavings, by volume 16 lbs. Gro-power Plus per cubic yard of mix 3. Hydro-seeding - For already soil prepared areas, apply 280 lbs. Gro-power Hi-Nitrogen per acre. For non-prepped soil areas, apply 1,000 lbs. Gro-power Plus and 300 lbs. Gro-power Controlled release per acre. 4. Maintenance - Feed with 20 lbs. Gro-power Plus 1,000 sq. ft. on days 45 and 85 of maintenance. NOTES The above materials are for bid purposes only. The exact materials will be determined after the grading is completed, along with a soils test by the Landscape Architect. SEAL—COUNTY COUNTY OF RIVERSIDE SEAL IP#020101 SHEET NO. NOTE.- WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING ( ESS/ APPROVED BY: NDSC MILLENNIUM DESIGN 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC %. Ap CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF LANDSCAPE STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. A 0T O ELL F MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ASSOCIATES, INC. ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 27 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT N 0. 28789 LANDSCAPE ARCHITECTS OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 THE LANDSCAPE ARCHITECT SIGNING THESE PLANS IS RESPONSIBLE No. 33950 ;:a c� W '+ m r� FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 O ; I? `/Q a , "; 23276 SOUTH POINTE DRIVE, SUITE 215 ELEVATION = 1439.662 A PART OF TRACT N0. 2CJ791 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL �c 91301ff8RP.M-M * LAGUNA HILLS, CALIFORNIA 92653-1434 OR DURING CONSTRUCTION, THE LANDSCAPE ARCHITECT SHALL BE `ray CIVIC- �P KHAL jJTHlM N DATE: s� _�.0 Q CALIFORNIA LICENSE # 1434 PLANTING SPECIFICATIONS OF 27 SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE � ��F � qTF CA1 �F NEVADA LICENSE # 256 SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS (949) 457-1189 FAX (949) 457-1 160 FOR: W.Q COUNTY ENGINEER COUNTY RECOMMENDED BY: DATE: HOR: 1 = 20 FILE NO. swie)e R GENERAL NOTES (RCFCWCD) RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT . 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON 7HE DR4W/NGS IN TRACT 28788 , 28789 & 28790 CONFORMAIUCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATON NO . DISTRICT'S M.O.U. STANLa4RD SPECIFTCATTONS DIATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DR4WIAGS -� �t li DATED APRIL 2004 I 2. lF AN ENCROACHMENT PERMIT IS REQUIRED FROM RIVERSIDE COUNTY FLOOD CONTROL. CONTACT ED L07Z AT EMERGENCY CONTACT. . < .: 'Nt'y: 'Ili ,�„ Y 909/955-1266. AFTER THE PERMIT !S ISSUED THE DlS1TtICT MUST BE N0I7FlED ONE WEEK PRIOR TO f?A�r'IFI�i' �i'OMMUN�T/ES ` CONS7RUCT70N. , I ii - 'a ' s t OOO DOVE STREET, S7E 1OO F.., ; t / ` 3. CONSTRUCTION /NSPECTOIV WILL BE PERFUMED BY RIVERSIDE COUNTY FLOOD CON17dOL. CONTACT HALE H CA 92660 ` ' ' }`' . PROJECT SITE ` NEWPORT BEACH,. _ a :; --PERSON AT 909 955-1288. THE DISTRICT MUST BE NOTIFIED TWENTY DAYS PRIOR TO CONSTRUCTION. N '2 ° ,x #1. ` - / (949) 660-8988 t ?/fi�C/I?E x 4. ALL STATI0NING REFERS 70 CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE MOTED. w �4 �� ;.n ^�.. F e 1 e -... ..... C c »» -t, n ..w . ..fib y 5. STATIONING FOR LATERALS AND CONNECTOR PlPrr REFER 10 THE CETiITERUNE INTERSECTION STATIONS. sw_ ,, } ,V :_,.. # "_$ I— SS A r S ! { 4 r° 3t e t w ...c,� K •-""� y a G+ s t f• k,. € HQIAt6 Ap10 6. AT LEAST FORTY-EIGHT (48) HOURS BEFORE EXCAVATION, CONTRACTOR SHALL CALL UNDERGROUND1. APPLICANT- „° .._ � �' �� � -. � 12 r � �� x � z SI �_ �,s 1- �x SERVICE ALERT AT 1-800-227-2600. PACIFIC COMMUNITIES i __. _ 1111, DODO DOVE STREET, S7E f 00 a --- F E 1 i ,. t 4 a #r n VICINITYMAP Z ALL ELEVATIONS SHOWN ARE /N FEET AND DECIMALS THEREOF B4SED ON U.S.C. & G.S. QATUR. NEWPORT BEACH, CA 92660 _ " $ KrS 8. ALL CROSS SECTONS ARE TAKEN LOOKING DOWNSTREAM. (949) 660-8988 ` .." ' SET~ .� T. 8 S, R 3 IE t{ - i ._. S ._ _ 9. ELEYAIXINS OF UITL/TIES ARE APPROX/Ad41F UNLESS OTHERWISE NOTED. ,`r _• 4= __. tt7 t �� r 7 r �5 f0. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REi1K1VAL OF EXISTING CULVERTS, P/P£S OR SIANLAR ��"TT llzn,1 j , ,.___ �, •r� Vt TYRES ro BE AQANDONED SHALL BE s£ACED WITH s' of ccAss '�~ CONCRETE. TOPOGRAPHY SOURCE: ,i { W , _ R.C.F.C. & W.C.D. STANDARD DRAW/NGS �` If" 1. � . � � - o f{ f� ly a S gt q r O 11. PIPE CONNECTED TO THE MAINLINE PIPE SMALL CONFORM 70 JUNCTION STRUCTURE N0. 4 JS 229 UNLESS ARROWHEAD MAPPING "°' x ,; �f ° t «" a qi 01NERWISE NOTED. ( , yf , n°�.. _ �.. r , .. .._-6' ;€ ._.. , + CB 103 CATCH BASIN FRAME AND COVER (MANHOLE) 67J S. COOLEY DR. S-102 y ; COLTON, CA 92324 H ' t ' �;' ry1 "' § y. E z..._ CB 105 CATCH BASIN DETAIL OF OPENING 12. BEDDING PIPE SHALL CONFORM 10 RCFC& WCD SlD. A18f5, EXCEPT FOR COVER <2 FEET. FOR COVER <2 909 887-5969 s � �' W, -- _�` is ' _ r \r w--_ CB 106 CATCH BASIN REINFORCEMENT FEET, CONCRETE SLURRY (ROOD PSI-2 SACK) SHALL BE USED THE ENTIRE DRENCH SHALL BE SLURRY EXTE7V0/NG ( ) fi-' �� F 4 NICHES MIN/MUM AND 12 INCHES MAXIMUM ABOVE THE 10P OF THE PIPE. ��G ' `' 4 -; V; n 3 -M- CB 109 CATCH bb4.S/N SPECIAL CONNECTIONS x ' � ¢s 13. "V'•MIS THE DEPTH OF INLET OF CATCH BASINS MEASURED FROM THE TOP OF CURB TO INVERT OF CONNECTOR x ".1 '' ,. .,_r' t' { 11 JS227 JUNCTION STRUCTURE NO. 2 PIPE. H /S 7HE DEPTH OF INLET OF CATCH BASINS MEASURED FROM 7HE NORMAL FLOWUNE 10 INVERT OF COII�VECIOR PIPE. �p x' _' JS229 JUNCTION STRUCTURE NO. 4 SOILS ENGINEER: 1. E €,z s U h,,� ' ;t 't MH251 MANHOLE NO. 1 14. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT IX1S71'NG CURB RETURN "ff,, GLOBAL GEO—ENGINEERING, INC. .., '_ r' :u `� � , z h c F 'z m CfftC ' MH25� MANHOLE NO. 2 UNLESS OTHEI?WISf SPECIFIED. 2712 L)OW AVENUE SUITE B tti n 77JS77N, CA 92780 ;} ] ; � r � °K "' I MH254 MANHOLE NO. 4 15. ALL CURBS SIDEWALKS DRNEWAYS AND DINER EXISTIMG IMPROVEiIlEN15 TO BE RECONSTRUCTED /N 714-505-8040 � 5 } `" r ' . �, ' f MH255 MANHOLE FRAME AND COVER (NON-ROCKING) ' , m 4 i � ;ti " `H t r# ;, t MH257 MANHOLE SHAFT FOR CAST PIPE _,KIND AND AT 11 SAME EIEKATiKhV AND LDCA1JbIV AS THE EXISTING 1MPR0VEMENTS UNLESS OTHERWISE MOTED. y BSI E —(,`�(,i MH259 STANDARD DROP STEP 16. LOCATIONS OF PUB<C UTILITIES SHOWN HAVE BEEN DETERMINED FROM AN ABLE INFORNTION HOWEVER, � ,z � . . s. ' r�' ; f � 's r � A R SHALL BE 7HE OF THE CONTRACTOR 70 DEI'ERANNE THE TRUE LOC47101V OF ANY EXISTTMG ;,. . ,',' 75303 TRANSITION STRUCTURE NO. 3 LEGAL DESCRIPTION. �'H n" r ry ' s' t, - �F Fz M814 ABBREVIATIONS AND SYMBOLS U17L/RES AND TO EXERCISE PROPER P � 10 Alb/D INJURY AND AAAIAGE 1NEREli7 g z ."i�e' PARCEL 3, OF PARCEL MAP 27285 _: F. {, i t� w v'� , � = M816 CONC BULKHEAD 17. A SOILS MlVESTG4lTl�IV BY L+EIGHION AND ASSOCIAIL 111�, PROJECT N0. 11980108-001, SHALL BE AS PER PARCEL MAP RECORDED /N '� '` � z G µ l p � 7 .� 1. ~. % Y %� h 'fN� 3 t T 1 ., {: !� INCLUDED AS A PART OF THESE PLANS ALL WORK SHALL CONFORM 10 RECOMMENAA7CNS AS OUTLINED /N SAID BOOK - PAGES — - _ LArE ; j Jl1- 1 �t `' �t' ' REPORT. OF PARCEL' MAPS, RECORDS OF " M - CALTRANS STANDARD DRAWINGS k i E.r PER R.C.F.C.& W.C.D. `. ;� J R ' ` S; .. < # .nvm .0 RIVERSIDE COUNTY. PROJECT N0. 4-0-0171 �` �k �LfiVbINNEO y 'T - M I& THE CONCRETE COVER ON IRE INSIDE OF ALL REINFORCED CONCRETES PIPES MUST BE INCREASED TO PROVIDE DWG ND. 4 809 �._ �7 � , w A MINIMUM OF ) 1/2" OVER THE Is£INFORCIMG N�IEN THE DESIGN VELOCITIES EXCEED 20 fF_ET PER SECOND. �' l'- t . _ "! D90A CONCRETE HEADWALL & W/NGWALL 7HE CONCRETE DESIGN STRENGTH IN 1NESE REACHES SHALL BE f=4000 PS/ ft7R VELOCl11E5 IXCEE'0111� 20 fL�ET t �tiat.N : ti ` ASSESSORS PARCEL NO. � k� s=� -a y • � ': PER SECOND. r _ w4 Y 3 p `. ' f °, , -F _� _11 E i, R.C.T.D. STANDARD DRAW/NGS GENERAL NOTES =UNTY TRANSPORTATION) TRACT 28790 �ti, 4 r ', t -" ► 11 R 357-083-026 - ,•:t"k t = , -�'• /. . ..-, - Cf SHALL BE THE RESP+ONSIBtLIIY OF THE DEVELOPER OWNER OR CONTRACTOR 357-083-035 u, " B300 STANDARD NO. 300 sxty : tip,i §l ix �� 1 d r sC' Al�`�' x •t ¢ylY T uT c, 4 TO APPLY 10 1N£ RNERSIDE COUNTY T4�4NSPORTATON DEPARTMENT, PERMIT SECTION, 357-030-037 u , x,. (fir LOCAL DEPRESS/ON STANDARD NO. 311 SCHOOL SITE t� � �f FOR AN ENCROACHMEM PERMIT MR ALL Wl7RK P£RfORMED WITHIN PUl4LlE RAGHT- 111�r ° t t; �fC Y -OF-WAY , DEDIC47ED AND ACCEPTED FOR PUBLIC USE; AND 10 BE RE,Sip+ONSIBCE FOR f N Y` t 'r ;, SA7TSFACTORY ClIAIPLWIICE F� ALL CURRENT ENVIRONMENTAL REGULATI' S DURING ;i pit °' � +, WE UFE OF CO6TRUCWN AC7110ES F� THIS PROJECT. "TOM STUDIES - � ��� � � SEE SHEET NO. 5 � R/W R/W AND / OR PERMITS MAY BE REQUIRED. M2 Qf0 Q1A0 Q1AGwV `' V _ _ ( 60so PHONE- 909/955-6885 FOR PARCEL MAPS & TRACT MAPS l ROAD . ' 40' 2. 1Nf L'ONT4AC70R SHALL BE RESPONSIVE FOR THE CLEARING OF THE PROPOSED f 83 CFS ra3 C� so OWCfs t } pIEO� it i I G f 22 CFS .17 CF5 I QFS IA �._.. 4' 6' � 6' 4' I � 1: v::.. WORK AWA AND RELOCATION COSTS OF ALL EXISTING UTTL/T7E5 PERMIT7EE MUST _11 ,� � � ( � �,i INFORM COUNTY OF CONSTRtJCTXNV SCHEDULE AT LEAST 48 HOURS PRIOR 10 .? 21 CFS 3..5 CFS .�5 c�5 .t7 '� 1� 70 BEGINNING OF CONSTRUCTION. �__ 1 It_-C �3 27 CF5 4�3 CFS �7 tlFS 2 2% �r �i/i/i b•.. . \ J. ALL WORK SHALL CONFORM 10 THE REQUIREiNETiITs OF THE RIVERSIDE COUNTY 4 20 pcs �s p�S ,�s pc5 / N DE X MAP ��` \�\/\ 2'`I.' !�`" ,`c, 1�SP0RTA710N DEPARTMENT APROVEMEIVT STANDARDS AND SPECIFICATO/YS MAINTAINED BY R.C.F.C.D._ ; 1 �-\�� / :1 �. . LATEST EDITION COUNTY OR10(NAAME NO. 461 AND SUBSEQUENT'AMEi� s C A E► f' D00' _ , . \� • �.,,.,: /r�/�/%� ��' j ' &9 lfFS f1.5 c�5 fQ3 CFS '� �,��� I •�,�\,. \� � n �i,��,�/,�,; .,,-,,i p � �'�-��, Gas 4►t CF5 fQ2 Qf5 LINE A STD. 6+98.93 - STA. 39+09.64 �1% I . z o c� j = 4. ALL UNDERGROUND FACILITIES, KITH LATERALS, SHALL BE IN PLACE PRIOR �' z TO PAVING THE STREET, INCLULNNG, BUT NOT L/M/TED 70, TH,I£ FOLLOW IMYrG.• 3 f CFS 5�4 C�'S 54 CFS � ?� -t' SEWER, WATER, ELECTRIC, GAS, AAV S70RM DR4/N. I � 20 CFS .14 CFS .14 CFS MAINTAINED BY R.C.T.D. _ 0 1 6' UNDERGROUND STRUCTURES 78 cfs t3 t cfs w C S LINE A-5 STA. f+OZOO — STA. 7+38.30 WATER S.D. 6+ _ C as CFS tas cF5 tao 1,�F5 LATERALS A-1, A-2, A-3, A-4„ A-6, A-7 ALL UNDERGROUND U77L11TES OR STRUCTURES REPORTED BY THE OWNNER OR OTHERS AND t 27 cl<5 4f CFS 48 ffS A-8, A-9, A-10, A-.5d4 & A-5B STY SEWER 13' 0 THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPORX/MATE W FUTURE IMPROVEMENTS _ N'LY R/W LOCATION AND EXTENT. WE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH f CFS Q4 G�5 Q4 Gf5 IMPROVEMENTS PURSLAM 7HERE10 AGREES TO ASSUME LABILITY AND TO MOLD to cfs 17 CFs �7 CFS � - 88+ RIM CREEK PATH& STREET "C" UNDERSIGNED HARMLESS FOR ANY A4949S RESULTING FROM THE EXISTENCE OF f 67 CFS 11.2 CFS 11.2 Cn 11 � TYPICAL SECTION iU DERGROUND U77LMES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INDICATED ON THE PUBLC RECORDS OWNED, LOCATED AT VARWNCE WITH THAT REPORTED i f 70 CFS f.3.2 05 112 CPS I 12' 32' 32' 12' I N.T. . OR SHOWN ON REWORDS EXAMINED. THE CONTRACTOR 15 REWRED TO TAKE DUE f 1.0 Cfs J2 CFS J2 CFS I I 6' 6' I PRECAUSTIONARY MEASURES 70 PROTECT THE U77LMES OR 57RUCTURES SHOWN AND ANY I 137.0 QF5 2;�Et0 AFS 2M0 cf5 OTHER UTILITIES OR STRUCTURES FOUND AT 7HE SITE. R SHALL BE THE CONIR4CTORS I I -ii� RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED m.2 as mao as mao cps I I i �y�1 BEFORE STAR77AIG WORK. I I ti ,,� EXIST. GRD.- I 4 UNAUTHORIZED CHANGES & USES '� 1`' -_ 2 2%� 1111�111 ,. I1, Underground CAUTION. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE INDEX OF SHEETS: \\�%`i,�`i�/. ' Service Alert p.. �. FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. N Call: TOLL FREE 1 OF 10 TITLE SHEET n n ALL CHANGES TO THE PLANS MUST BE IN WRl77NG AND MUST BE APPROVED BY 2 OF f0 LINE A INTERIM %�//,..,/T% m zfA 0 Xw i go 1 -800 THE PREPARER OF THESE PLANS, GRADED /.i%\!'\��� rn. . m 2 b x Z u" 3 OF 10 LINE A � ' � ' 227-2600 _ .'% 4 OF 10 LINE A SWALE 0 0 ' Two DAYS BEFORE YW DIG R ASSIGMENT OF RESPONSIBILITY 5 OF 10 LINES A & A2 WATER 6 6 OF 10 LINE A5 S.D. 6+ 774E FOLLOWING ITEMS ARE TO BE INSPECTED AND MAINTAINED BY 7 OF 10 LINES A 10 do A 11, LATERALS A l00 & A 106 � -- 0 - . MESS/ COUNTY OF RIVERSIDE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT. 8 OF 10 LATERALS A-1, A-2, A-2o & A-3 17 SEWER TRANSPORTATION DEPARTMENT 9 OF 10 LATERALS A-4, A-5o, A-5b & A-6 - A. a APPROVED BY: LINE A FROM STA. 6+98.93 TO STA. 39+09.64 AS SHOWN ON SHEETS 2-5. LA PIEDRA ROAD 7L No. 3 0" 50 or ALL MANHOLES AND 0T HER,STRUCTURES REQUIRED TO COMPLETE THE CONSTRUC77ON 10 OF 10 LATERALS A-7, A-8, A-9 & A-10 � Exp. 6/30/06 �, ,� OF THE ABOVE MEN77ONED MAINLINE PIPE EXCEP77NG CATCH BASINS AND CONNECTOR PIPE. TYPICAL SECTION crv1�- `P a►TE: _ NOT REVISEM.T.S. 1)C_ �� � �:ZA•oS __ - __ _ __ ________ — RE 'rE OF ORIGNAL PRIVATE ENGINEERING NOTE STEAL: Sffjom Fm et Aw x BENCHMARK: REVISIONS RIVERSIDE COUNTY FLOOD CONTROL. SALT CREEK PROJECT NO. AI[ D1�1FAM LAW HAINETIS LoNV A'ME)G U z2 MM SOUIN AUM MUMUA ROAD FRAM � CA*IO C AND SILICATE DRIVE STORM DRAIN 4-0-0173 .-___% CONS MX" COMIRACIDR RAORE>rS TIMT IN ACCONDOM VM 00MAILY 181Z AArA1MA9TrW,, SYi19E'C CNURM •1 SUN CITY%15 MUM FROM THE IN1FIaEICrM OF WATER CONSERVATION DI ACOE"ED OWWWtXIM FWCMM CDNSIrMUDIIOII CMIWCM W L K Cfj%I91M1 9?71� MURRETA ROAD AND NEWORT ROAD 246 FEET EAST OF MUIMMETA TRACT NOS. 28789 &28790 REot�aED rp , 801E�D NE9P0l18iM111f FIN ,LOB srtE ROAD. 115 FEET Sou1IIEAST OF 17 MOST ENI M.Y OF Iwo 3r DRAWING NO. COMMONS DUR M COUINE OF CDN$nN)CWN OF 7HE PROADT, (") > 22 atx;ALwlus FREES = aF A �' x 5 x 6' Roac IN 7W MOUND FREE -*A N= FOR �' I.P.#020101 AND 020102 MCiJJ M SAFETY OF ALL PERSONS AND NORM,' IW IIM6 r&QUMIDE1rt No. R46 OF ROCK 4 x 16' x 3D• SET A BRASS DISK DATE: 19� 4-810WORIaI HOU11OV1.�NO CONSVIUM OON A M= 10 9E E►EVA'IM = 143A.662 °_• ' �' `� LINE "A" . DEFEND. INDEMNIFY AND HOLD DEM PROFf�6 OW WA LM FROM ANY �,'r IyI PREP R.C.E. No. 22446 PLANNING ENGINEER CHIEF EN EER �T NO. OF MW ON In MEMO= OF CUM PROFES9gNI1Li6�UAMW ARIMR6 ��0 ASO-011 � _�- - :�L DATES W. � APM �� oA� 5.1 9 •� on,E; TITLE SHEET 1 of 10 . - - 1 3 n� ---------- 4" .............. J__ ........... 4 .......... ...... T .................... ............ 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But .......... ----------- t T .......... ------------ ....... ..........A.-Uj�........... V + C 4- ....... ell ........... ------- C .......... ............. ------ .......... ........................... L --------- PROFILE ------- -N-- -ill-AN-1* 40 HORIZ I 4- ........------ VERT: 1'=4 ............... ...... �w 'Br ur awl o7*00, 8*00 9*00 10*00 11*00 12*00 13*00 14*00 154 00 16*00 17*00 18400 19*00 CONSTRUCTION NOTES # 'W1 CL r.8 H65 19, 0 9�TT hV. 8 M.H. NO.4 8 COWnWT 18A' RCP (SEE PROFIE FOR D-LOAD) rr N =S7R. SU 14+2850 SD. SU 18+46.72 LINE A 9va 0 3 COAfSnWT 66 RCP (SEE PROME FOR D-LOAD) sa sa 16+92.49 Lff 'A =4D:. A. 400.O�W� A 141 142 =SM. STA. 15+50.M COMMUCT 72" RCP (SEE PWRLE FOR D-LOW) =S7R. SU IJ+M-U SD. STA 18+43.91 11 SD. SrA 6+MYJ CONS7RUCT C.a PER R.C.T.D. ST AV. 300 EVANS ROAD 140 14J I XGIN CWSMVC&W L 1J5 SA SM. 18+17.W CONS7RUCT LOCAL DEPRESSON PER R.0 TD. SM. A10. 311 156 1J7 1 J8 1109 CaVSMWT UV#CX AO. 2 PER R.C.F.C.& W.C.D. SM. 1J4 � I SA SrA 16+M24 B.a DW NO Wi 252 L=783 SD SU 15*5766 LANE "A % - =SD. -§T-A. T+_00b6_L47_1A' -_2_p__\ CONSMUCT COACREMF HEWWU & WAGWAU PER IJ2 =STR SM 12+6255 AS010VT 04LMAAG SM PLAN D90 TYPE A 00 M I I - 34'ST"DRA#V f M.H. NO.2 TO RCFC& WCA COWMWT 94MqaE AV. 4 P& R.C.FC.& W.C.D. SM. 1 J0 7 DW. AOO. MH 254 12-Q M.48N. ANVO.2 PA TH Lff "A-5' 121 S A S TA. 12+32.5JLM A SA STA. 14+51.07 6 %T PROME 6W ;Uj COAGVUCT JUNCWN S7RW7URE NO. 4 PER R.C.FC.& WC.D.S Do aw -r + p 9 V&_7 A 40. 6 SM DIM. AAO JS 229 a�-LINE PiR R.CFC& W.CD. R.CF.C& WCA SA SU 18+7a45 PRMU AV.*4-MA fc- 7 1 Dma + sT" a?m fAsacNr 7 S:D. STA. 18+57..N s 99 ;F IN eir av I INE -a A CB. of, ttL7: /f--fyyw r.-\ :k!4/ MEET No. 9 100 (�)/ .D. SM .00 SHEEr NO- 3 ,qq =S7R. SrA 14+M__ 8+3993 0wo S.D STA:-,O' Z; SILICA DR. Q F SA SU 17+00.99 `of A 0j/ Z_ q: A 1+00.00 =SD. ST -A-4- R/W R/W =SM. STA 14+0 8.W 4W 7 IF* 724 0. 0. SA 1J+9a48 V 4! Sff PWRLE aV LW -A-2:1 f.r. S-rDR. 101 V\, C3 2X_ SILVER GRrl�o .5 21 S4 Lff A 5D. STA 13+5532 9YtTr NO 5 fj\\' -EEHEEr 1K &T PAVFXE 5 av swrr T 8 ......... 12J RIM CREEK PA 7H H-5 12 TRACT NO. '1"?8790 TYPICAL SECTIM CIL ala /K W 128 7 126 125 N.T.& 60 "A GRAPHIC SCALE STA. 18+00 SLO Luaw rAVW�T An M= K4WXpW7A L94N rAiMr AWW LO&V rAAtW Afa MatS a%W/WM LG&N NOW ma m= a%w j?Wm 40 0 20 40 80 AW15`181r 14aw, ---- G WWI 27WS5* 4117' 2?011 M 45 W' M%V2F Mar 1.1 ir I N"27V 20.75' ---- LINE Undprground COUNTY OF RIVERSIDE go --- ---- 21.55' Service Alert 45W AMW 5401* m;y* It AM1241r 'a, N MW47WIY 181, AffJWWVr TRANSPORTATION DEPARTMENT C 4N.W# IMAr MX' PAW, armla team, M4X 0 ---- #W471XV ia57' 1 Inch 40 ft. 10VED BY.. 1 -800 KHMn & OHM sarl"141'r 4/ .97M* 4&N* p 22.50' M151:15" 2L 15' 1/.,&r Mw LAMM L&T 01 No. 33950 12awl trims JAM, 171J' 011552710 37Z* ---- AV5WWT J1280, snxcmw Lff Sw A 8 C 227-2600 Exp. 6/30/06 A61155271F --- N7XM'4 I Iff M.1.9, A01 Ap. 4 0 Sla 18+4972 A A-5 51*241Y X 742' W& V* M WON" DAYS BEFOW YOU DIG - Civil,. DATE: DATE SEA1 REVISIONS RIVERSIDE COUNTY FLOOD C ROJECT NO. PMVATE ENGINEERING NOTE OW 91111111111M AIV PLAVIM LAW SLOWW 9ENCHMAF4C- AND SALT CREEK 4-0-0173 CONMOMM OOMPACM Ag� IM N ACCOF&V= VM GBNPALY SM AtA41111111M MT, SMr C L2 MM 9MM &M MUNWA NW MW 1K CAIMM WATER CONSERVATION Dif SILICATE DRIVE STORM DRAIN AOCUMM COMOMM PWOMM 006MOM CMMACM WL K AW ONJUM X?n4 O*N= N " a"0.15 wn PM im WWWOTM OF DRAWJ"G NO. MMM TO AUUMIE SM NO COMM= INWOMMM FM JO SM IAMKTA MAD AM KVPW MAA 20 PW E49T OF k%MWA BY.. RECOM 11941M FM APPWWAL or. TRACT NOS. 28789 AND 28790 CGOOMM M� 1W COME OF 00OWNWnM OF M PMW, W)A0o 115 FM 9MMWAV OF IM MOU EAGWLY CF M 3r NWUMM SRFM OF AIL POO= NO PIMPEW, 7W M FAQUNWMNr No. 2240 BOWPM 7MB 70P OF A X 5' X IV MW IN 7W MMW 4­810 SWLL K MADE TO APPLY CONHHUOUSLY AND NOT N LWO TO NMAAL ___% OF jr X 1W X 31Y SET A BRAW OW DAIM 1970 I.P. #020101 &020102 W001M HOUM6 AND CONSVIKOMM CONWACM FUR*M A� TO 9-30--m DRAM BY: SHEET NO. 7 V num www Me HOLD Mw FWEINM#L MUM fflu MY jV1 R.C.E. No. 22446 ELEVATM 143LOO2 NO ALI. UAMM, WL Olt Ad I OW It COMWM VM M POUMMM nA MAM OF MW ON IM MM. EWEPM UNEff AMM MN 7W =2 nAl D A M- 0111 1/1 0 0 DAM STORM DRAIN LINE W STA. 7+00.30 TO STA. 19+00.00 EEr 2 oF 10 NSKJOEMM OF � PROPESSIOMM- J F_ W DATE APM WE t ........... ......... .........-- ............. t ............ j -4-- ----------- '72- T ........... 4 + -4 + ........ A�.. .......... .......... ................ sa- ............... .............. ............. ........... ........... ........... .......... ......... ....... .......... ­­­............ ... ....................... ........... ........... ............... .......... ........ ------- .............. r4*, ------- ----------- ......... ........ �­................. ....... ............. ........ ............ ..........I ------------- ........... ----------- ....................--.........- .................4­- A ..................... ......... ......... ..................... .......... ........... ............ .... .......- ....... ...... .............. ....... .......... ------ Jr ................ ................ -------- ---------- .............. A- W, .......... ................. ...... .......... ...... ........ ............ .......... X C ............... J ---------- ........... .......1 T- 4, ---------- ....... -------, .............. .......... ................ ............. .............. .......... ................. ......................... -V........ ................L ........... ........... .......... .............. .......... -A ............ L ......... ................ ....... ---------- ............ ..................... -------- ------------- .............. .......... ............ ............. ................. .......... ........... ...... ........... ............. ...... 4-44W .................... ------ ........... .............. ........... .......... -........... ....... ............ ----------- .......... ------ ---------- ................... ............... ..... ---------- ............. .................. ......---- 4-1 .................. ........... --------- -4------ t ............. --------------- ............... ............. ----------- ............ .......... ........... ......... ......... ................. ---- ------ ................... ............ .............. ....... j ---------- ------ --------- 4­­ T 4 k ............ ............. 4 -j ................... ........... .......... J ............... ---- ----­- t .......... .............11 W J� j- jj� C ALM V rN. .......... ............. ........ ­,­­­­­�................... PROFILE .......... j....................... ....... ......., ----------- .......... 1"=40' HORIZ. ---------- Al t 14W ................. ....... ....... ----------------- .......... ................. ............ -------7---- All -ROO N N VERT' I 4 1-OAfvw mr.4wr.& muft i W Ar,F. '1041"' A iffy, jtk��IffAir.Z"' Q' 19*00 20*00 21*00 0 22*00 2J*00 24*00 25*00 26*00 27*00 2*00 1*00 1*00 4�8 40 0 40 26 #/ R/W R/W wo Cj Ci t4 A"V!Z! * 7J 74 75 61 76 t 77 25 2% 6 2X 82 JUL 78 81 79 Pl; 80 1Z M.H hV.2 Ct SA STA 21+9688 PR.0 SA STA 24+35.71 k R 61 qqr / =STR §T—A �2—+&i��AR C rb M.H NO.2 D. SA S7A 28+71.18 8C od ka'� - 13, SLER =S7R. SM. 17+93HB. E Co it v1- SILICATE DRIVE ooq S.D. STA. 21+96.88 S0 CONSTRUCTION NOTES Gi V,F�4� 4 w 97 LVLV COA67RUCT 18-0 RCP (SEE PRORLE MR D-LOW) w eye! q$ Cl) 96 84 cowmucT 66m Rcp (sEr PwnLE FOR D-LOW) 44. '95 94 CONS7RUCT C.S. PER R.C.T.D. SM. NQ. MO. 84 COWMUCT LOC& DEPRESSION PER SC.T.D. S7Z). NO. 311. 0 9/,o N0 ER 04 92 91 90 89 CONS7RUCT MANHOLE 2 P R.C.FC.& WC.D. S7D. DOG AV MH 252 CONS7RUCT JUNC71ON S7RUC7URE NO. 4 PER R.C.F.C. & W.C.D. 10 r)pALIN Clip M. A10. JS 229. OPAL Na M" a%WX/ZIff M L M N XiMr An M" a%W1t9M LaM XillffiVr GRAPHIC SCALE An m W' 12WV" Imm* Mal imm, WX'40" 1745' 40 0 20 40 so —os j7y.w' xvay- 2" im 72' xawl WN15411 51 1j, mar Undprground COUNTY I RSI Service Alert ESS/ ---- 1&1*4741V 2J&,W asr LINE "A 1 inch 40 1 u 0) TRANSPORTATION DEPARTMENT 314.0 101rVISAW w.#X lass- --- mw1rxtr J170 1 -800 No. 33950 APPROVED BY: AWWWT 11.14 227-2600 Eb�vq. 6 a Ilt-01100 S-1 M WOMONG DAYS BEFORE YOU DIG CIVIV DAM D& I BOYLE ENGNEW DAM PRIVATE ENGINEERING NOTE SEAL- Sffwm POW AW K. BENCHMARK: REVISIONS RIVERSIDE COUNTY FLOOD SALT CREEK PROJECT NO. OK DWIFIEDU LAW PWIM LAW SUr&W Z2 MLO SOUIH MAW MUMMA ROAD FROM 1W CAINMX AND 4-0-0173 COMPTIUMION CONTRACM AGFM 7W IN ACOONDOW VXM OWTIALLY 18195 Ata#11111W W, SW C CHURM IN " CITY 0.11S MLO ROM 1W W WATER CONSERVATION DIS SILICATE DRIVE STORM DRAIN ACOE1qED coponsicnom Pmenom comsumm combpew WE K P.1111K 09MAW A?714 MUNWA VAM AM NnMW 11100A M MU MV OF MUIRRUA FMIWD TO MUME SUE MID COMKM 11131101411111111ILM FM X16 SM NWA VIS RU SOUIMM OF IM MOST EMMLY OF TWO 3r 10MMENM FOR APPROVAL DRAWING NO. CONOINONS DUMM TW COUNK OF COMITRUCTION OF IM PMW, No. 224" RlMVM 111111113 7OP OF A S X ir X Or NOIC IN IM MOUND t1EC TRACT NOS. 28789 AND 28790 4-810 9011. K WAIETO APPLY COMAMMY NO NOr K LMW 'rO =66%. I INIM)ING SWIEW OF ML 9 me Mpg", 111`w m REQUINEIVIENT OF MW 4! X IS! X 3111f SET A MVM OW( DAIL WOMM HOUFM me coNsnw" CON111=1W FUMM AM= 70 m +1�,�— I.P. #020101 &b20102 DUM INDWWY NO MW MM PROPESNOK& MUM FROM MY R.C.E. NO. 22446 AM AM LVMff, MAL OR AUBM IN CONNEMON UM TIC PMMWM DRAift DAIL- STORM DRAIN LINE W STA. 19+00.00 TO STA.27+09.11 HIMUMM OF DOW PROFEBSKXVL /4/2 EU OF WOW 001 M MA=. DC1111"ING UNIMM AMING ROM rrE WE DATE WOW" nA —Z DAIL* 19-zo 3 OF 10 31 NK 7...... ------------- --------- r ........ ... 4­' ------- Jar -T .......... 0- ........... JIL ........... _2 ............ .......... ............ ---------- ............. ............ ....... ........... --------------- .......... .... ........ 4- j ................. .......... .......... ...... W, .......... ------------ .......... ......... ................. ............. ------ 4 .................. .............. ........... F, 4- 4- h ................ _7 .................... . ...... +- .......... ............ 4 ,ia ----------- -A. J-1 --------------- .......... Alm-w7r. 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HORIZ 40' ............ .......... iar X.. ......... ------- ........ ............. ff, I.- ­,­..­­--r.-.1­..--_-­­­­­­ �.......... 27*00 28*00 2.9*00 30*00 00 124: ITIJ400 74* -00 LIN5 35400 2*00 1*00 1*00 2*00 e NO. p R/W R/W FVRAF A"O"MTS S51 pFZG SA L W "A 10 36 SeeSI-1,4 CIRCLE V9111"d 4" 6' _e _��Ayd� 0—)V\ CIFZC1L95 44 SYffT NO 7 V1 - - s,� sm. .94 0-1- fzVANT #'V111 ­NCL CH H=540' :\kv SO. L4W A-8 (�,�ft A �j 4 V5 2% 4W"- =SIR STA. T6+6�. 9 N 8.C. .wfrT NO 10 106 A _.jjU ­.- ;-ri I :.* fflN�71 87 TRACT NO. 28789 1,31 , y NE A IV, SA SrA. 27+50.81 Ll 13 SfA_. I�_W.00 110 44'ROAD EAZAENT IN =S7R SrA, 17+12.13 001'- 107 109 WATER JS NO 4 fA PW OF R.0 W. D V 0 �bk� MR INS 7RUK N T 19 108 $A &E "A 12 A S 34*16054 DA7E._,1_1_ 13, SL M.H. AV.2 SA STA. 29+41.07PRC 9Yffr NO. 7 SILICATE DRIVE 11*3& A =S7R pFZIV5 sm. i5+i&2.TPRF S.D. STA 29+41.07 G\ _-F <;1 - CONSTRUCTION NOTES �,\f,�o > CONSnWT 18' RCP (sEr mnumR D Law) r.L r.8. A ff--7" H=7-60' 8 M.H. NO.2 :0p - (�) CONSTRUCT 24-v RCP (SEE MnLE MR D-LOO) 51W. STA 18+&.AV 6 ��N,710 SA SLA. JU+82.50 8 C: LSA LAIF A-# =SIR. STA. 10+81.42 COASTRUCT 60' RCP (SEE PROME FOR D-L014D) AT PRCF71E ;—@ - RCP (SEE PROME FOR D-LOW) MEET NO. 10 CONMUCT 66 Lsa srA 27+5&;v LAC A SA SrA ffi+X,95 LAE- -A D TA. 32+34.11 PRC- LINE A COAGMUCT C.B. PER R.C.TD. STD. NO. JW 13 . 13 _!E_ =S,0 SfA 1+0a0dLWE *A-9 -SO. STA 1+0a0V LALF PA-10 =Sq. STA71+j0-7- CONS7RUCT LOC4L DOWW/ON PER R.C.TD. SM AV. 311 =S,rR STA 17+04.10 -S7 CL CS 00 ZWE "A 12 ,00 R. SrA 18+34 53 -W-! 6- 16 JS AAO 4 00 67 JS NO 4 =S7R STA 13+2146 =SIW STA 12+2Y80 CWSMUCT UMHOLE NO. 2 PER R.C.FCA WC.D. STD. & A �t JS NO 4 DW NO. MH 252 L SO. LAE A-11 92 Az 66 -Sff i�o (a CONSMOCT JUAC77ON MUCTURE NO. 4 PER R.C.FCA W.C.D. 69 9�ffr AV. 10 STD. DW NO. JS 229 TRACT NO. 28789 65 L sa srA. 31+2172 LW A 13 1§,0. S�A. 1+00.00 L#W `A­'1_1__4 =SrR. STA 13+3846 \ 12# J S NO. 4 52 10 C GRAPHIC SCALE Ir I'll I lfzcL6 AV. NOW fil9MWryWM U?&V rAN" AV ROW A 9 M VIC/Da M L 04*V rAV" X* 54 5J 40 0 20 40 80 Underground A 314W' 4T?.q!jw1 2jim, 121.M' (F) 4AW' 4ZXtV' MIMI XI 5FZ Service Alert E%/ COUNTY OF RIVERSIDE 0 Xf.w# 44WW" =of, fm�l ---- orl"I V X.91 OLIVINF f Call: TOLL FREE TRANSPORTATION DEPARTMENT linch=40% APPROVED BY: C ---- mirm" 14&X' --- ALW1027T' 21M' ---- LINE "A — KNNVKMB 950 x - —2600 No. .......... 45 W' 47101V* 3704' 1&641 AW771077F zI 227 P. 4e re /613r wralwly - ax, AWNIVT 2dJ7' ---- 7WO WORKNG DAYS BEFORE YOU 010 Cl V w. DATE: TPf4 0_80-Z9.07, ENKV ' N-WYLE ENGWEEFING DUE: SEAL- MMM PaWV PEtr K REVISIONS RIVERSIDE COUNTY FLOOD CON OL ROJECT NO. PRIVATE ENGINEERING NOTE 014 DWFAW bW PLAM AIV SURMW BENCHMAW: AND SALT CREEK 4-0-0173 CGMMXMM COMM= AM= 'nfff It ACCORDMM WRH MMMLY 181Z mcmmff W, sw C 12 MLES SW'M ALOW WRRETA RW FRW NE CAIMM WATER CONSERVATION DI SILICATE DRIVE STORM DRAIN AOMP10 commenm Fmcncm 00MMMM COMPAUM WL K MW COWN! 02714 CHURM 61 StN OTY 0.15 UM FROM 7W MMEC" OF DRAWING NO. MMUMM TO AIRM 3= NO COMM REIP016MM KIR JO WE MUMTA FM NO WSPORT FWA W MET Off OF MUNNUA REMLIMEHM FOR En.. C00=6 WAM IM WWW OF COSTAMM OF 1NE PM=. ROAD, 115 OWMAST OF INE MOW EASINLY OF M 3r BY: TRACT NOS. 28789 AND 28790 10AMM MW W ALL PERM= AM PWEM v im IM PMQUIMMff No. 22"MV IREES TOP OF A S X ir X IV AM 0 INE MOM 4-810 SWL K WAK TO APPLY CONTRAMMY AND WT BE LUM M NMAAL E)WM IRF-211-71mrX 11r X 31Y SET A OW DAIL 19M fwA I.P. #020101 & 020102 WOR!" WXM NO CONSIOXM COMSCM FURIM Al� TO 9- BY.. t 7 tx Q "R ------ DOM 1480FY AM HMD PROFMOOK MUM FRW AW CNI Z_ R.C.E. NO. 22446 SHEET NO. NO AM UMM. WL OR ALEOM N CCNNMM WRI VE PMOPSWOM BA"Alm - 143&$U 2()()C STORM DRAIN LINE W STA. 27+09.11 TO STA.35+15.58 OF ON 7W PMW. EXW= UVWff AMM MM 7W ME 4 NOMMU OF DOM P00FE330M. DATEL_., 114FAS OF 10 DATF_* -STIEVE&OW FU. DESC110" 1APPU11,1ME my! AO ALe rVilaw 4 L �_j ---------- .......... .......... ----------- T_ ......... ...... ...... .............. .p- t J ............. . .................... .......... .......... . ......... ............. .......... ............. + L ....... =4I Aar y A; ................. ............... .......... ............. ...... ............. ............ ........... .......... ...... ............. ............. ....................... ........... ............. ........... ............... .. ........ .......... ....... ...... .............. ............ ............ 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A/m a pr.) 4, ----------- -4rj&— .......... --------- ---------- ........ .......... L .......... ------ X 4 4— ................ PROFIL YAW A14L.— E AL-7 IV7 07 1 HORIZ. 1 40 N Fr a m A ------- 4 r 94 VERT.- I '0_;L - lowyltil 35*00 346*00 37*00 J8*00 39*00 40*00 1*00 2*00 WA/T ASSEW Y DETAIL 14 bARS, HS,ER MA U br 54'p CSR, 14 GAU6r A#NIA&M r1WCAQ 112-X 2- SM GRAPHIC SCALE OR AN AL MWA 77W APMO WD 8 Y 7HE R.C F C.D. & W.C D, S 7RA P W1 318 80L T TRACT NO. 28789 40 0 20 40 112-x a-mAx. s x o r oR 112- ro i-112-DIA. HaX$ 10'�-12` OV a7VM? AND SrA&XW 1 J8 1 inch 40 t SA LIAE "A-2 100 101 102 NEZDM rW. 128 127 126 125 124 12J 122 sii:_9i_rr NO 2 9 H. NO. 1 2 0, m#V 129 SD SrA 2+08.37 LINE "A-2" - — �_@ 1 J0 I --i SA SIX. 1*00.00 UME -A-2 7_=§7_R §rA 5_+M3i — - '_ - — - -7-\ 1 - 8 Aff 70 12 =SA �TA. T5+5�.86 LAW "A W I LAC "A-20" =S,rR. STA. 12+62.55 2 CL C8 0.4 W--7,' H65.28 XH. NO 2 =S1W. STA 25+MM n��7& 6*X 6 W 1.4 t 4 #%V SE MT _ZC770iV N NEr C0N0?FX SD. SrA x+mm IJ7 /`Fooe Am mowi INsw m DRNN A8014r 60"R CP -Sr. SIX. +Miq) 001 2) MIN. 2 /-n 1 J6 ESR CREST DRIVE 8 AN09M BLOW AOV. 5 S01CKICY C&XWIE Af * Of OR AFNW APPRO 1�0 BY t7TY EN AER 12';?CW LA PIEDRA ROAD DRAIN PIPFAND RISER FA N.T.S. CL C8.A4, ±!7,' H-� A 14 \_SD. STA. AL-1,589 r -LtO8 F=RE R/W -S7R SU 25+J&X� cl 38 37 IJ5 Ls.,0 V� 2+2673 t: 36 A 4 SO. STA 1+1727 64' J0,1W 60 69 LS10 STA. 2+09.05 9 SD, SrA JY+0984 IJ4 124 1-2J 122 C 14 'C RIA f CREEK PA rH CONSTRUCTION NOTES S TA .3 WY+.JV6. 7,7 0 comsmucr 24,, Rcp (srE PflomE FOR D-LOW) LA PIEDRA ROAD R 0. 60 AMR L INE "A �2 .6 1 i I COAGIRUCT 60" RCP (SEE PRMLE FOR D-LOAD) S.D. STA 37+00 sLN.T.S. rA&-*Nr FO? ST" DRAW CONSTRUCT C.B. PER R.C.T.D. STD. NO. AV. MAW ffA6W1tRrA "MM rAN" AV. A 00 ffAVC UMN r*Mff COAGMUCT LOC& DEPRESSION PER R.C.T.D. S7D. NO. 311 & 1MW-ARUW PIWO= Underground W, A 1424 XaXV team, ---- AV"ItUIr 7.116' F COUNTY OF RIVERSIDE hy FA ioa? oR R.a F.a D. & w r.D., Service Alert 41W' WWW" 7J&r f"* P& WT COWMUCT TEMP. 54 CSP RISER W1 60-v DA CSP (14 G4UGE) T 00 2?50' 1767' I Call: TOLL FREE PER DEWL A90VE RIGHT AW16WT M61' (Af> --- Affl-WMV 11.0 ---- ff w. aawwr DATA 1 -800 A. APPROVED BY' L INE "A E�- MWZWV- 4&14' CONSMUCT COACRETE COUAR PER R.C.F.C.D. & W.C.D. STD. M&U. No. 33950 NXZWT 17.27' --- NJlr21W1r J7.72' O_AWAMAW _ I&XI 227-2600 @ CONSMUCT AMHOIE NO. 1 PER R.C.FC.&W.C.D. S7D. D*V No. MH251 Exp. 6/30/06 ZZ50' 47751r law, ago, TWO WORIONG DAYS KFORE YOU DIG CIV AW4'X*41 1W - 51.M* CON57RUCT MANHOLE NO. 2 PER R.C.F.C.&W.C.D. S7Z). DWG NO. MH252 PRIVATE ENGINEERING NOTE SEAL- Sff JUM PM & Pfiff X REVISIONS RIVERSDE COtJNTY FLOOD CON SALT CREEK PROJECT NO. Olt HAVAM Lm PWAm LAW SIMEW BENCHMARK: AND 4-0-0173 opponox" CONTRACM AQrM TW IN A000r4W= VM 004MMLY ISIS5 MaIEW EW, Aff C = MUM SOM &ONG MUWWTA ROAD FROM IM WHOW WATER CONSERVATION Of SILICATE DRIVE STORM DRAIN AOMEPW CONSIOX"ION MVCnCM CONSIrAXIM CONIMCM WILL K AM GNOZ1011 E714 CHURM IN SUN CITY WS MLES FRCM W INIERSWTION OF TRACT NOS. 28789 AND 28790 DRAWING NO. FMMM TO MUME SOW AND COMKM r"01430M MR JOB XM MWVWA ROAD NO NEWKW ROAA 246 FM EAW OF ECOMMIM FOR APPROVAL OMMM DUWQ IM OMM OF OMRWM OF IM PMJM. (AV) m"m MR ral-4aftim ICUMM 841W OF AL 19 AND P11OPOTY1, Tm M Immommu No =4" ROO& IiS RMT WJ70EM OF Im MOST EASIMY OF WO 3TM BY.. I.P. # 020101 &020102 EUMW= IN= IOP OF A S X S' X C ROOK IN INE MOUND 11 4-810 SWAL K MADE TO APPLY COMMOMY AND NOr K LWW TO NONK BOWS, OF NOW 4! X 1jr X 31V IET A WAS 00( DAIL 1*70 41111 A STORM DRAIN LINE W STA. 35+15.58 TO STA.39+34.00 WON" HOLM AM CONFRUCIM commCM FURfNIM Ag� TO 9 30-05 BY.- 001M INDOMY AM H= DEM PROFENNON& WMLM MGM Mf C.E. No. 22446 t AM AM UAMM, WX OR MMW IN 000MMM WN 7W PWONMAMOE R RMIM 14n.M STORM DRAIN LINE "A-2" STA. 1+07.00TOSTA.2+38.16 SHEETNO. OF WOW ON WE MM, 1DC0nW UNOM MM ROM VE S= 5 NeNjoem of Dom PFA*mm*M- DAM 14". DESCMPTM APM WE DA7Et— DAM Z COS STORM DRAIN LINE -A-28- STA. 1+03.00 TO STA.1+37.72 OF 10 3r 934? r L 4- r L t ------------- ............. k .0fdo-—MAX aF-5-+-- W.FA. t T-7 _J ---------- ---------- ------------- ....... ........... ...... .............. ------ ------ ........... ....... ----------- 40 .......... ..................... .................... ........... ...... .......... .................... .......... ........... ........... ------------- t ........... ............ ---------- ...... .......... ------- .............. ... .......... ... ............ ............ ....................... ............... ...... ........... ... .............. ---------- ------- ............. ........... .............. .......... ........... ........... ................ ........... .......... T -------- 1,430 M&- 7 4ju............4-,- ............... . .......... .......... ...... ............ .......... ---------- ......... ------- ............... -------------------- ............ ---------- ................... .......... ..................... ------ -------- ----......................... t ........... ......... ----------- i Lu ........... PROFILE + HORIZ 40' .......... I"=4" .......... VERT .......... ------ ................... ............. ............. ....... ------ t........ ....... 1*00 2*00 3*00 4*00 5*00 6*-0-0 7*00 8*00 R�W T TRACT NO. 28790 WNTERHAWKROAD fit 4 41 el- 140 144 156 , 141 1 141 145 146 147 51 12 12X 2% a 4W 2% 2X SA LWA-4 152 15J 154 155 > s& Pfi&u M.H. W. I SNEET 9 19. UAC X0 of CR s.D sa 4+72.55 LINE' 2-5 9-5.06 1_�T___��A(0 2 =STR SrA— SD. STA 740.4, S:D. SrA 1+1 21.08 -S SR 19+20 58 WAT Sl). 6' ARC 1 3# SEWER RIM CREEK PA TH own= 31! __6 S.D. STA. 2+41.09 rA 7+27 1-0 N.T.S. TRWTBOUNDARY CONSTRUCTION NOTES CONSTRUCT 18 RCP (SEE PRORLE FOR D-LOAD) -Law) CON57RUCT 24 RCP (SEE PRORLE FOR D '99 La L. C.B.A, LAt7'- H 6 05 S:,O STA 1+00.00 UNE 2-5 / 70 471 =SIT. SrA 19+50 —1 8 46 C. H=5 36 CONS7RUCT 30-v RCP (SEr PRORLE FOR D-LOAD) S.D. S)rA 8+37.,��j 8_P7, !t_21' \.S.D. SrA 1+34.95 �SA rA 2+41.09 T 2� d\j 05 CONS7RUCT 36 RCP (SEE PROME FOR D-LOAD) _;;_fD._��TA _i8_+4W.3�p _LAE _2 PRC =SrR. S7A 21+9 =S7??. STA 15-k5O.88 QQ) I MT PROFAff P R.C PR C 0 ------- 9 C10ft-MUCT C.B. PER RC.T.D. STD. NO. 1 1-10 71 A' COMMUCT LOCAL DEPRESSM PM R.C.TD. SM AV. 311 LS.D. STA 4+83.06 0E �11-5 @16' =S.D. S7A I+W.W LA CONSTRUCT UWHOLE A10. I PER R.C.FC.& W.C.D. STD. =S7R S7A 19+31,0 DNV. NO. MH 251 ,98 10 20# 48 45 CMSMUCT MMSIWN SMW77JRE AAO. J PER R.C.,FC.& WC.D. 69 lei v,-I 1 101 ml- I MI_I ioll SM DW. NO. TS X# X, T M, .1. X11 � I S11.ICA r,6 DRI VE GEM CIRCLE JADE DRIVE GRAPHIC SCALE SEE SHEE r NO.2 0 IV 1W so ma M" WAW/=Zf UMN r*Wff W M= WA"?=M U M W rAWff LINE `A �5`1 C= Underground COUNTY OF RIVERSIDE Nmrjn AN' OF Im4w, 07W`1 I" IM 41' 77.M' 1 hwh 40ft. Service Alert awl 11rxW IM7' 688, 127d w MX44p 7UP imor TRANSPORTATI N DEPARTMENT \!j Afa AWW ADWWyWM LOWN MW APPROVED BY: m9ff IrM 24 m 14, MW nx, 7wip 1772' a ---- SW25*45r 2VJ7' mW LAMK AW 01 W 1 -800 sxwxlw N? A33=50* Maw, 1078141' 231.16' /ism, I1.0, Lff MW A 8 C 227-2600 Exp. 6 1284.W" W712r Im* 541' od ---- AVJWWT 3734' --- N AIA J 0 Sft 0MOS A-5 A-W 45WW 24' 4 42' 1 x1v ma 7WO WORKM DAYS BEFORE YOU DIG C10- DAM 05- -03' BOYLFf DAM MATE ENGHMINNG NOTE SEAL- mmm fim PDT K REVOONS RIVERSIDE COUN FLOW CONTROL COUNTY OF RIVERSIDE PROJECT NO. QKDVaPAW 1AWHAVW LMSAWEXW BENCHMARK.- D C0140NUMM CONOMW ASIM 71W W A0000AM WM Q8WWUY 181Z AWWW&W, SW C CONSER nON DISINCT—.... STORM DRAIN IMPROVEMENT PLANS ACCOnO 001611WIM PrAwn= coommijam commcm yml:K L2 MLES =nH MAN MURRIETA RW FFAM INE WHMV MWIC 000W AVY4 CHURM W " WY 0.15 MLES PRW WE 1118MC 10 OF MUM M MUM SOUE AIM COMPUM MWOMMM FW " SM WMIUA ROAD NO WVftff OW6=20 FEET EAW OF MURIMA, APMOV0 1W. TRACT NOS. 28789 &28790 DRAWM NO. CID W 10 0 GURM 7M CM)RK OF L�11WAilWA9 OF W PROMT. ROAD. 115 FEET SMM*Arff OF. EACOMY OF TWD 31r BY: PKLUOM SM13Y OF ALL B AND NAPERM, '*W 7W NEWJNWWff BXXWM WIEES IOP OF A S X Sr X Ir NOW IN ME MOLM 4-810 1-7 I.P. #020101 & 020102 MAL K MADE TO APPLY CONVOLOWY AND MYr K UWW M NWOL OF SM 4! X 1V X 31Y SET A BRASS OM DAW. 1970 MA1161 BY.' XZYIMD�� COMMACM PURnM A01= 'W a 0CM PFA*ISSKPK HNWAUW PAN AW NO. 4 AM AL LWMM, RE& OR AUAW, N MROMW WN INE PENOWNCE REVATM 143M2 UNIME LINE "A-5" OF MW am " MUM mmm Umm"mme mm me ME DAM*— 6 10 PENUOSWE OF � PFWF�� DAM DAM QlMW1 OF L 4- 4----­-­- ----------- ------ 4-- ................ .................... ........... _4 ........-_: .............. ----------- .............. ................ _j_ j ­7.2-�7 ft- -4- ...... ...... L L _J T------- T"" T ...... -.1-111 11-1­11- ,,11".-__ --- -,- _ 11-1-1,11- 1-.�-, ­­.-­­­­ ­­-.1-1 1...", �­­- ­-I_­�_­­_I-1-- -1.-­­­,111-4 11-­11 -.................. ------ ........ T .................. ...................... ................. ---------- 'T ............... .......... ........... 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Jr- _7 41------- f _1L-i! :­I __ ._"___------- ___-­__r­- - .......... ­,­------—---------------- Tw ------ 4 ...........-------- .......... .......... -------- j­­ ....... ----------- ------ q 4 j­ 9i _j........... Ju LN -41 ------ --I-------f-m-_ 4- PROFILE A&ArW In '72 A o, T__ ........... 4J--p -4 HORIZ 1 40' J-1....... ...... ........... fop VERT. E­MA �12t 1*00 2*00 "�awr juld,"0.0 Ir M20 I-AOO 2*00 1*00 2*00 J*00 (MAWrAW Or R.CZ T.D.) 7"lD A I A11CT NO. 28789 R� R/W SA LW "A-12" 60# SO. Lff 'A' -f0a 19 SEE PRORLE WERE 5,3 Tv T SET Pfi&W—Ama—v V 'Irk !9, -6 tj T&4CT NO. 28789 2X 2X 2% n > 69 -gi C4 cov C,1;q Cd C4 _N Cn 52 C5 1101 6' 1(� WATER 4r Cs ILI) D SD. STA. 28+26 95 LIAL JwA -4 0717, a— — 1 0 =SA SrA. I+W.00 LINE A— 0 41 SEWER 13 =S7R SrA 16+3453 rn NEPHRITE CIRCLE - VERDANT CIRCLE 68 k: r STA. 1+80 7z 361 _n rr SD. Lff *A-10 x U_ 1 4 CONSTRUCTION NOTES DRIVE 51LIGAIE �CIRCLE 67 As CMMUCT 18- RCP (SEE PRORLE FOR D—LaOID) PHR T I I Z9 a 80 GA 19 N 154-99- �� C/L Cs 0,4 , -Z % CONS7RUCT C.B. PER R.C.TD. STD. NO. 3W .00 IJ 1 ,� CONSMUCT LONL DEPRESSOV PLER R.C.T.D. S7D. NO. 311 -,,10+00 ;kas— GRAPHIC SCALE 106 OX 4:zi 6z &D. Lff Z,�N U) Qs in I t� I Alt 40 0 2D 40 so C S —ZE _N0 4 CONSTRUCT 9WHOLE NO. I PER R.C.FC.& WC.D. STD. 'Ira, 142* 42# DW. AV. MH 251 I_I__8* I %n F4 (11 - I I Wich 0 ft. Cl LINE "Am 10" 10. &E 'A — 15 Sff &Sffr NO. 4 :;A SILICA 7E DRIVE 8 C�. Afa M" K4W/WDA LMN rANWW Afa M" ffAWSIM N L M N WWT AV. MNS AMAVIZIRM LU*VN rAiWW Underground A ---- saw"If" 4&0' 0 ---- xvwtvv awl 09 Ism# 012M, X.it, is wl Service Alert ESSi COUNTY OF RIVERSIDE 0 4IM' XMIFf X48' 1584, 0 ---- A(57WWr me" L Iffawo WOW 1.9.191 &N, Call: TOLL FREE TRANSPO C 7 SMLAXT m 8"o S611XVT JUN' ---- <m> 2zxf IW4�"j a 17W Am, A — MKO A. 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VERT: I m=5' _711l Ir7#T v — 1+00 1+25 Ess'/ COUNTY OF RIVERSIDE PROFILES C= Underground TRANSPORATION DEPARTMENT Service Alert KHALED A. OTHMM APPMRROVED OMY.. Call: MLL FREE No. 33950 Exp. 6/30/06 Am 1 -800 1WEL&JA— op� 227-2600 BAUTE N I% 00 V 1\� TWO VXXV(MG CONS BEFDRE YOU DWX I Z010 DAUTE ME PRIVATE ENGN433M NOTE Sff VM I AW AC REVISIONS SALT CREEK p VRO04010=7 0. CONSIRUMION COWRWM AMOS VWX IN A0MNDM1C!E VEH GEENERMALMLY ONK A911111519W 1AND 010411119K bOV SONDW6 ACCOM CONsmicnON PRCM CONSTRUCWN CONTRW= UL BE W15 AtWOM fiff, SMW C L2 MUM 1001M AULONG WARNMA Now IN 'lMNE QAMW"MXX SILICATE DRIVE STORM DRAIN RE)OWNED 110 ASSUME SME AM) COMFIXIE ROPON0010Y AM .03 SME AM 01000101 W714 ONIAMON M NAN OTY a FROM �=N OF DRAWB0 NO. COMIMONS DUPON; 7HE ODUME OF OMON030M OF TME F®MUMM. MUPNETA ROAD AN) I numh AMP MMJA1FX0VA 0 36 X 36 MCI= SWETY 07 Al POSONS NO FWWVM6 Dvr INS mmummurmammo QWX 115 JMT MMMMUT OF WE MMOST F TRACT NOS. 28789 AND 28790 EUCALWRIS IFOM MP OF A S X V X Of PKKK W WE WOMLAR41D 4-810 SOLL BE MADE TO AMNS CONMNUOUSVf AND NOT BE LNITED TO NOORWAL mwo. 22446 OF RM 4! X IV X W SET A EMU DW DAV.* 1970 I.P. #020101 &020102 100MC MOAM% AND CJ00511=014 COaMCIOR RMnOR AMEES 70 LAVpqwmEb - 0� DO`EJO INDEMNFf MO MOu) DOWN =3911A. MARCOS FRMW MY p C.F ELEVArION1 - IQ&w SHEME NO. No 22446 AND AL LWRFA RUL OF AIMED, IN CONNEMION 11IM TRE PEPPIMAUVWMM CIVIL LATERALS "Arl", & "A-3'r OF 1010C ON INS FIME04 ECEING UOLITY ARSM1; ARUN TME 300 10 LE DESCRPWN MR. OAUTE SHmor- 8 NEQUOSM21 OF DESCH PROFAEUSMSPDXAML 00HOU E. 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W_ i-........... ...... ff'A I.......... PJWLE W411JU: �IWIMAW-BrA W.,ca. HORIZ: 1"=5' CWK 58-.......... VERT ...........1+00 1+25 1+00 1+25 1+50 PROFILES- E%/ COUNTY OF RIVERSIDE TRANSPORATION DEPARTMENT Underground otl� AMOM BY: Service Alert Cli KHkM A. OTHMAN Call: TOLL FREE No. 33T50 Exp. 6/30/065 1 -800 227-2600 CIVI\_ WE,(F CA- 0%.#-Z.Oi-045 m WOMONG DAYS auuw ym OW RECOMMEAW WnE ENQ\VMW DATE PWATE ENGKOW NOW SffNMM F= AW AC REVISIONS POW= NO.copenWCWN CONnVCW XMIS WT IN PICCOFAANCE WN 090VUY m mallm low NIMMIS Lm SUWEXW ODOCHMW: SALT CREEK ACC0qw CONsTwJm PWC7= CONSMWm 0ONTWm WL K wz maomm W, smw C = Wn SOM Mj= MUMMA MW RMIM INE "INMX MM M MOM SM NO COMPLEM MWONSWff FOR JOB SME AMC CNPVM AVY4 maom IN SUN aw Ws mm MM INE wwwvm of SILICATE DRIVE STORM DRAIN DIUMM NO. COMMONS DIMIG 7W COMM OF coNsymicnoN OF 7W PWJ=, MIANWA MW NO WWW1 400A W MU EW Of MIWMIWA INCUAW S*M OF Al P9tSONS NO PFIONNY- 1W M MMUWMM AV-Am MA& 10 MU SWWW OF INE MUT USUXY W 1W Mr TRACT NOS. 28789 AND 28790 SHAU K MADEO *MY CONVIWUSLY me to K mm TO WOOL Nm 224" 6W.&WX4 IMW T40P OF A 9 X If X f OR I IN 1W MMM 4-810 WOMM HOWM NO CONSIMMON COPMVC= FURW AGMIS M E)03M /111 OF VACK X IV X 3W IET A OVA ONK DAIL, 1070 1.P. #0201 01 & 020102 BUM, WWW NO HOW PROFESSON& HAMAISS FWM MY 9-30-05 TR COUN' ANSPOI A Ivi R.C.E. NO. 22446 EMAIM 14X992 NO. NO ALL LMKff. WX OF XIBM IN CONNIMION WIN M POWOMMM LATERALS "A-4 , "A-5am, "A-5b" & "A-6" OF WOM( ON 7W MW. EWn1M UWX NOW ROM M WE 77 V7.5 sm NMUMM OF DOM PIVISSOW DAM —Ze W. DESCNFWN APR. MT Inmm STUmsew- Ae IN THE UNINCORPORA TED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA Underground Service Alert Coll: TOLL FREE 1-800 227-2600 TWO woRIONG DAYS BEFORE You DIG NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCRAACHMDVT PERMIT AND/OR GAADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. LI1 4l M _fm I'L�.i.1 jj}j;(�jjE(f t 22 27 26 25 �9 24 I, 23 i 22 1 ,4 �i 2 it L +i . t ss 4'a t � O U) REVISIONS SIGNAGE AND STRIPING PLAN TRACT NO. 28789 5�.rrn3 I �r RppDLjA PI m �k.' ; � M �G� INDEX MAP 100 50 0 100 200 300 GRAPHIC SCALE: 1 "=100' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT APPROVED BY: KHALED A. OTHMAN m No. 22446 No. 33950 � EXPIRES Exp. 6/30/06 ���/� 9 30-05 CIV1� �P KHAL A. OTH DATE: `%y�F CIVII- q� OF CAL�Fc REGnM.nErJa�oaoyl.l? c.�hT� D BY: LA PIEDRA ROAD OFF -SITE ACCESS ROAD sffusw,, "TO & PIERCE Ar. CML ENGINEERS LAMI 9 PLANNERS LAND SU ? YORS 18195 MkDUR 7T EAST, SUff C IRNAE, CALFORAMM4 92714 (949) 660-8822 R.C.E. NO. 22446 DATE: 6 f7ey PROJECT SITE NEWPORT ROAD LA PIEDRA ROAD HOLLAND ROAD VICINITY MAP N.T.S. SEC. Z T. 6 S., R. 3 W. ESCONDIDO FREEWAY PIEDRA ROAD 0 o ALBION LANE o (VACATED) 0L z Q GENERAL STRIPING NOTES 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, STANDARD PLANS 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS SIGNS SHALL BE INSTALLED ON 4"x4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON PLAN. J. ALL STRIPES, SIGNS, AND PAVEMENT MARKING SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS DETAILS. 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING OR GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGNS AND MARKINGS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOSTATIC FORMAT UNLESS APPROVED OTHERWISE. 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE THE COUNTY YARD AS DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. & RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON ROADWAYS WITH "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATIONS ONLY. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ITEM QUANTITY i�- INSTALL R-1 STOP SIGN PER CALTRANS TRAFFIC MANUAL. 5 EA. INSTALL R2-25 (25 MPH SPEED LIMIT SIGN) PER RIVERSIDE COUNTY STANDARDS 2 EA. 3a- INSTALL W53 "NOT A THROUGH STREET" SIGN PER CALTRANS STD. 2 EA. BENCHMARK: 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 �ALt: HOR: 1 " = 100' ELEVATION = 1439.662 SCHEDULE "A" - IP#020101 COUNTY OF RIVERSIDE TRACT NO. 28789 ON SITE SIGNAGE AND STRIPING PLAN FOR: M.E.F. HOMES, L.L.C. I W.O. I UUun I T FILE NO. SHEET NO. 1 OF 1 SH t E. N. W. D. SEWER NOTES: 1. SEWER CONSTRUCTION AND AWTER64LS SHALL BE IN ACCORDANCE WITH EMWD S STAN04ROS AND SPECIFICATIONS 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW UNE (CONDUIT INVERT). 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY DEWAI AT£D ON PLANS PER EMWD STANDARDS AND SPECIFC4770NS 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE W N STD. DWGS. SB-53, SB-56, SB-56 AND SB-61, AS APPLICABLE. SEWER MAINS MAY BE THROUGH TIME MANHOLES AND USED AS A FORM FOR THE INVERT. 5. SB- P F JOI BF, )I NG AND TRENCH BACKFILL 70 BE PER STD. Dill S6-157, 6. �PRRYOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE 7. ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL. WITH TIE£ CROWN OF THE OUTLET PIPE, AT THEIR PROTECTIONS TO TH£ MANHOLE CENTERLINE 8. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A.-IR CONFINED ASPACE,, CONTRACTOR SHALL BE RESPONSIBLE FOR CONFINED AIR SPACE ARTICLE 108, TITLE 8 CAUFORNW ADMINISIR4TN£ CODE. 9. WHERE GROUNDWATER IS ENCOUNTERED, ALL VCP PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE PER EMWD'S SPECIF704TI(NVS. 11. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB-177 (AS APPROPRIATE). LOC47XWS OF WYES AND LATERALS, WHERE NOT SHOIl ON THE PLANS, ARE TO BE DETERMINED /N THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVEWAYS ALL LATERALS ARE TO BE 4" IN DAME7ER UNLESS OTHERWISE SHOWN ON PLANTS 12. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 71a i OF THE UNIFORM PLUMBING CODE. 13. ALL LATERALS SHALL HAVE AN ON -SITE CLEANOUT IN ACCORDANCE WITH STANDARD DRAWING NO. SB-52. E. A Wt. D. WA TER NOLU 1. WATER /PELINE AND APPURTE T CONSTRUCTION SHALL IN ACC E WITH E7NW0 STAND4l?OS AND SPECIFCATIONS. 2. PRIOR. TO CONSTRUCTION OF PIPEUNE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYS7W ADD VERIFY 1I5,.EXISTING ELEVA77NN AND LOCATION. J. ALL SERVICE CONNECTIONS SHALL BE I' SERVICES x 518' METERS, UNLESS OTHERWISE NOTED, AND SHALL BE LOCATED AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, TYPE "B': 4. TEMPORARY BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. 5. AIR VALVES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG B-598.(TYPE -9"). 6. WATER SYSTEM PROFILE EL' EVA77ONS ARE 70 CENTERLINE (CENTERGRAOE)OF PIPE. Z ALL PVC PIPE THROUGH 12 INCH SHALL BE TYPE C-900, CLASS 150 AND 16" PIPE SHALL BE C-905, CL 235 EXCEPT WHERE NOTED OTHERWISE PIPE SHALL CONFORM TO AWWA SPECIFICATIONS 8. ALL WATER PIPE SHALL BE INSTALLED WITH LOCATOR WIRE PER STD. DWG. B-656. 9. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG B-362 COLOR CODED GREEN. 10. FITTINGS FOR PVC PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL JOINTS OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR UNED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS, 11. ALL DUC77LE OR GR4Y IRON FTMNGS SHALL BE POLYETHYLENE EN04SED AT THE 77ME OF INSTALLA77ON PER EMWD SIDS AND SPECIFICATIONS 12. JOINT RESTRAINERS SHALL BE INSTALLED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS, AND ON ALL JOINTS OF WATER APPURTENANCE LA7LER4LS OFF MAIN LINE PER EMWD STD. DWG. B-663. 13. BLOW OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WIN FIRE HYDRANT SID. DWG. B-357 EASTERN MUNICIPAL WIATER DISTRICT COUNTY OF RIVERSIDE, STATE OF CALIFORNIA SEWER & ZONE 1627 DOMESTIC WATER IMPROVEMENT PLANS FOR CFD NO.2002-07 ( TRACT NO. 28789) C.L. REM RERIEC77VE AARKER F.H. LPL M WIECnW C.F. / ~ER6" REM REFLECTIVE C.F. ST. CL �- MARKER 6" F.H. TYPICAL HYDRANT MARKER LOCATION DETAIL PLACE BLUE REM REFLECTIVE PAVEMENT MARKER 6" OFF STREET CL ON HYDRANT SIDE PER RIVERSIDE STD. COUNTY FIRE DEPARTMENT. GUIDELINES AND TYPICAL HYDRANT ML4RKER LOCATION DETAIL HEREON. SEWER CERT/F/CATION: 19 41 _ __ _ Gj 4, INSTALL INSULATED JOINTS AT ALL COMNEC770NS TO EXISTING METALLIC PIPING AND /N ,{ PLACED ABO _....._ _ __ .. % RISERS 177 PUMPING PLANTS RESERVOIRS, ETC INSULATED JOINTS SHOULD BE l 8" SEWER. FH. & AVAR. _ ,, _ 1A8 119 I CER77FY THAT THE DESIGN OF THE SEWER SYSTEM /N TRACT NIO. 28789 118 GRADE OR /N VAULTS WHERE POSSIBLE. INSTALL INSULATED JOINT TEST STATIONS OLfVitIIiEC/>'? tea.. 42 U;jF . , , 116 117 IS IN ACCORDANCE WITH 1H£ EASTERN MUNICI PAL WATER DISTRICT'S SEWER F.H. 5. INSTALL CORROSION MONITORING JEST STA77ONS AT EACH END OF THE PIPEUNE, AT ONE SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED ADEQUATE 18 59 114 115 CAPACITY TO TREAT WASTES FROM THE PROPOSED TRACT. 54 113 120 END OF ANY CASINGS, WHERE ANY CANODIC PROTECTED LINES CROSS, AND OTHER LOCAT 8' PV(,' WATER9 112 - AS NECESSARY SO THE INTERVAL BETWEEN TEST STATIONS DOES NOT EXCEED 1,500 FEET. 55 B.O.LIO:. , 111 8" SEWER EASTERN MUNICIPAL WATER DISTRICT 17 43 56 AI H . PIPELINE TEST STATIONS SHOULD USE A {12 AND 16 OR LARGER WIRE WITH TYPE '7HWN" BY: v / :Jt t " Z�L zoo 57 B" SEWER F�l /NSULAITON 1NDEPENDENRY WELD EACH WIRE TO 714E PJPE CIVIL ENGINEER OF SUBOIVIS1oNS 53 FR. & A VA:R.. . /. 44 110 6. CONSTRUCTON DRAWINGS AND SPECIFICA77ONS SHOULD BE REVIEWED BY A QUALIFIED 16E .3 121 CORROSION ENGINEER. WA TER CERTIF/CA T/ON: 0 %m AJ''fi{16 e.M 7. AFTER 774E PIPELINE /S B�4CKFILLED, BUT BEFORE NE CONS7RUC770N CONTRACT /S ` B.W. - < .� 51 52 COMPLETED, 174E PIPEUNE SHOULD B£ 7Es7E0 TO INSURE ThW T 774E JOINT BONDS ARE FAIT I CER77FY THAT THE DESIGN OF THE W47ER SYS7EM /N 7R 28789 IS IN " 15 B.W. 50 M. 4AND LEST STA770NS PROPERLY INSTALLED. ALSO, N447IVE PJP£-TO-SOIL POTENTIALS SHOULD ACCORDANCE WITH THE WATER S)57FM EXPANSION PLANS OF 774E EASTERN Z LE _ 122 N B.W. 4 Ij2C - 124 123 BE MEASURED AND RECORDED. THIS DATA WILL BE USEFUL IN DETERMNWNG IF PIPELINE MUNICIPAL WATER DlS7RICT, AND TMT THE. ills SERVICE, STORAGE AND O 9 1 ri __- 8 PVrC WATER 125 CONDITIONS CHANGE /N THE FUTURE. DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO O VER 128 127 SUCH TRACT. THIS CER77FICATTON DOES NOT CONSTITUTE A GLLARANIEE 14 47 THAT IT WILL SUPPLY WATER TO SUCH 77iACT AT ANY SPECIFIC OL6MI /LIES, p 46 - 129 8. PIPE -TO -SOIL POTENTIALS SHOULD BE MEASURED) B/ENNWIY 7i0 DETERAINNE /F CON FN 1 8 SEWER 1 FLOWS OR PRESSURES FOR FIR£ PROTECTION OR ANY ON PURPOSE 8' SEWS _ _ FSUPfR ON THE PIPELINE ARE CHANGING. 30 FH 131 _. .: NCIPAL W TER DISTRICT 13 -,::. __ R£COMME1VL34770NS FOR CONCRETE STRUCTURES EASTERN O B PIS WATER 8 F Nl4IFR - ` FH 1 M.H.{20 D 24118 ANY TYPE OF CEMENT MAY BE USED FOR CONCRETE STRUCTURES AND PIPE BECAUSE 174E BY. � �- 1 PERC MFJ 2 2 �� SULFATE• CONCENTR4170N /S NEGLIGIBLE, 0 TO 0. ENT, PER 1997 UNIFORMI BUILDING CML ENGINEER OF SUBDIVISIONS _ 4 3 L; W. 8.0, CODE (UBC) TABLE 19 A-4 AND AMERCAN CONCRETE INS77TUITE (ACI-318) TABLE 4.3.1. ' 12 A(H PRIVATE ENGINEER S NOTICE TO CONTRACTOR _ A. 5 B.W. S1P&I, -. STANDARD CONCRETE COVER OVER REINFORCING STEEL M1AY USED F CONCRETE v 24118 S77� ORES AND PIPE /N CONTACT WITH THESE SOILS. B.O. & A.R.&A. V B.W. F.H. UCT THE EXISTENICE AND LOCATION OF ANY UNDERGROUND UTILITIES OR 6 0 C O PER D- STRUC7URES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH Q VQ 11 J B W % SUPER 8.0. FH 8' SEWER 6 OF AVAILABLE RECORDS. TO LIVE BEST OF OUR KNKNyLEDGE THERE FUTURE ARE NO EXISTING UTILITIES EXCEPT SHOWN ON THESE PLANS THE 9 � � 30" STEEL WATER CON7RACTOR /S REQUIRED TO TAKE ALL PREC4UT►ONARY MEASURES TO 10 STREET PROTECT NE 40 THE PR07EC77ON LOF; AND ANY D4MAGE TO I77ES SHO*W ON THESE THESE LINES OR STRUCIURRE RaA� AND RESPONSIBLE FOR ' - 28791 • pRA P'NO.= 100 SQ U IUD 2D0 300 FIRE DEPARTMENT APPROVAL ACTAPPROVED BY 774E RIVERSIDE COUNTY FIRE D£PARTAI£NT �+" TRGRAPHIC SCALE 1'=100' ./ TI VE TA BY: �1 �� DI1Ei Z' Z ���J _i . SJPERTEN F.H. FIRE CERTIFICATION : I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN ACCORDANCE 2" A.V. INDEX MAP WITH THE REQUIREMENTS PRESCR/BED BY THE RIVERSIDE COUNTY ' FIRE AR _ SCALE 1" = 100' BY: DDT£• a- " IS - os S -JER SUN R.C.E. C63905 NOT/F/CATONS: RIVERSIDE COUNTY FIRE NOTES: CONTRACTOR SHALL N077FY RIVERSIDE COUNTY TRANSPORTATION D£P9ARTWNT, TIME Ll /TA TION : BLUE REM REFLECTIVE PAVEMENT MARKERS TO BE LOCATED ADJACENT TO CONSTRUCTION SECTION AT RIVERSIDE (909) 955-6885 AT LEAST 48 HOURS FIRE HYDRANTS, AS REQUIRED BY RIVERSIDE COUNTY FIRE DEPARTIWENT. VAN NG CONSTRUCTION• 7HE 77M£ ON DRAWINGS APPROVAL SHALL BE SC HYDRANTS SHALL BE CLASSIFIED /N ACCORDWCE W7174 Ti`IEIR RATED CAPACITIES (ZO PSI 1.4 6t4R RESIDUAL PRESSURE OR OTHER DESIGN ANTED VALUE AS FOLLOWS: No. C63905 ALSO, AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, MONTHS FROM T!4£ DATE ON THE CERTIFlCAI70N. IF CONSTRUCTION S CLASS AA -RATED WAC17Y OF 15W GPM OR GREATER (5,680 L/MIN), CLASS A -RATED CAPACITY OF EXPIRES * * 9_30� CONTRACTOR SHALL IMOTIFY. HAS NOTE COMMENCED WITHIN STATED TIME, EMOD REQUIRES 1 000-1,499 GPM (3.785-5.675 L/MIN), CLASS 8-RATED CAPACITY ESP' 500-999 GPM (1,900-3,780 C •?' -fj N11, A. EASTERN MUNICIPAL WATER DISTRICT, FIELD ENGINEERING DEPARTMENT DRAWINGS TO BE ftWWAED BY THE' DEVELOPERS / DESIGN BEV MIN) CLASS C-RATED CAPACITY OF LESS THAN 500 GPM (1,900 L/M/N). ALL BARRELS ARE TO F¢CA (909) 928-3777 EXT 483D ENGINEER AND RESUBM/17E0 TO EMWD FOR POSSIBLE CHANGES IN CHROME YELLOW WITH TOPS AND NOZZLE CAPS PAINTED WITH 714E F0LLOMW B. SERVICE ALERT (USA) 1 (800) 227-2600 MASTER PLANM►VED SIZING AND CHANGES IN SPECIFICATIONS AND STANDARDS. CAPACITY -INDICATING COLOR SCHEME TO PROVIDE S/M lPUCRY AND CONSISTENCY WITH COLORS USED ALL PERMIT A C. 'ALL PERMIT AGENCIES IN SIGNAL WORK FOR SAFETY; DANGER, AND INTDWD147E CONDITION: CLASS AA -LIGHT BLUE, CLASS A -GREEN, CLASS B-ORANGE, CLASS C-RED. Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG PROJECT BENCl�uaQx 2.2 MILES SOUTH ALONG MURRIETA RD. FROM THE CATHOLIC CHURCH IN SUN CITY 0.15 MI. FROM THE TNT. OF MURRIETA RD. AND NEWPORT RD., 246 E/O MURRIETA RD., 115 FT. S.E./0 THE MOST E'LY. OF TWO 36" EUCALYPTUS TREES TOP OF A 3'X5'X6' ROCK IN THE MOUND OF ROCK 4'X 15'X30' SET A BRASS DISK DATE; 1970 ELEVATION: 1439.662 SEWER & WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS DATE: PROJ. ENG. INITIAL I DATE SEAL -COUNTY I PREPARED BY: __r� SP? INC. 18195 MC DURM07T EAST - SUITE VC �! J �-•� O SHI-JER SUN R.C.E. 63905 1AW#E, CAI LIFOAW 92614 DATE: REGISTRATION EXPIRES 9-30-06 PHONE- (949) 550-8822 APPROVED BY: FAX (949) 660-0920 RIv DE C Y, IF. SCALE: DATE: �� A S/ PORTATI T.qlxA- 3 LP�srY� DATE: JANUARY 2004 �V0 0T,y\ No. 33950 Exp. 6/30/014 �\ C► v,\ H MARK: SEE AT LEFT NEWPORT ROAD � 0 Q TR. 28786 TR. 28790 28789 \ 'R- LA PIEDRA ROAD PROJECT S1 TE HOLLAND ROAD ESCONDIDO FREEWAY LA PIEDRA ROAD Q ALBION LANE a (VACATED) -VICINITY MAP N.T.S. SEC. 2, T. 6 S., R. 3 W. THOMAS BROTHERS PAGES: 868 (B-3)&(B-4), 1998 EDITION SEWER AND WA TER LEGEND -�19 SEWER MAIN SEWER MANHOLE SEWER LATERAL -_. SEWER MAIN EX OR PROF? BY OTHERS SEWER MANHOLE EJ( OR PROP. BY OTHERS -� TEMPORARY SEWER END )kUG WATER MAIN R.S.G. VALVE (RESTRAINED)(HxH) �--- I' A.V. & A.R. ASSEMBLY ►--- , 6' BLOWOFF ASSEMBLY 1 RESTRAINED ENO PLUG ZN 6" FIRE HYDRANT (RESTRAINED) 1 " SERVICE W/ METER C �--- CORROSION MONITORING SrAT/ON ® --- INSULATED JOINTS AND TEST STA770N R.S.G. VALVE (RESTR4/NED)(FxH) - WATER MAIN EX. OR PROP BY OTHERS BACKWATER VALVE ® BLUE Rill REFLECTOR PAVEMENT MARKER (HOC) HIGH DEFECTION COUPLING EST/MA TE OF QUANTI TIES SEWER 8" SEWER MAIN ------------------ •3,880 L.F. 4" SEWER LATERAL (SB-176)------------ 131 E.A. SEWER MANHOLES NHOL.ES (SB-53)--------------•- 13 EA. TERMINUS MANHOLES (SO-58)-------------- 6 EA. rE TEMP. CLEANOUT---------------------- 1 EA. ol REMOVE TEMP. CLEANOUT-----------•----- 4 EA. WAVE TER 8' PVC C-900 CL m WATER MAN --------- 4,294 L.F. 1 " WATER SERVICE ASSY. (8-590)--------- 131 EA. 8" R.S.G. VALVE --------------------- 11 EA. 8' TEE ---------------------------- 3 EA. IONS JOIN EXISTING WATER -------------------- 6 EA. REMOVE 7EMP. B.O.--------.------------ 5 EA. FIRE HYDRANT ASSY. (8--362)------------- 16 EA. 6 x 1-2 1/2 x 1-4 WET BARREL HYDRANT TOPS &NOZZLE TOPS TO BE PAINTED GREEN 1' A.V. & A.R. ASSEMBLY (8-598)----------- 5 EA BLOW -OFF PERMANENT END (8-357)--------- 4 EA. 8' CROSS --------------------------- 1 EA. ACT 8" 45' HxH ELBOW --------------------- 2 EA, 24" 94MVAY------------------------- 2 EA. 8" ADAPTOR ------------------------- 5 EA. REMOVE 30' CAP ---------------------- 2 L.F. DITIONS 2" A.V&AR. ASSEMBLY (6-367)------------ 1 EA. 30 x6' FAB. OUTLET -------------------- 4 EA. 30"X8' FAB. OUTLET -------------------- 1 FA BLUE RETRO REFLECTOR PAVEMENT MARKER ---- 22 EA. 30" STEEL CL 150 WATER MAIN -------- 1,291 L.F. 6' TEMP B.O. 0-568 -- ----- ------ 1 EA. FIRE HYDRANT ASSY. (8-516)-------------- 4 EA. 6" x 2-2 1/2" x 1-4" WET BARREL HYDRANT TOPS & NOZZLE TOPS TO BE PAINTED GREEN CORROSION MONITORING STATION (B-662)------- 2 EA. INSULATED JOINT AND TEST STATION (B-660)----- 2 EA WATER IMPLEMENTING FAW TIES 7RACT NO. 28787 OFF -SITE WATER IN EVANS TRACT NO. 28790 WATERLINE SEWER IMPLEMENTING FACILITIES 7RACT NO. 28787 OFF -SITE SEWER, 8" SEWERAMAlN ON -SITE PER M 28790 . THE DE COUNTY DEPARTMENT OF HEALTH LATE - No SEPARATION DISTANCE4T*EFJV WATER & SEWER IMPROVEMENT SHALL CONFORM TO RIVERSIDE COUNTY STANDARD NO. 609' PRESSURE ZONE 1627 COUNTY OF RIVERSIDE I.D. U-36/U-35S.A.411/31 EASTERN MUNICIPAL WATER DISTRICT W.O. 10-660 C.O. 00 CFD NO. 2002-07 (TRACT NO. 28789) IP owAvl COORD. 23-A-2 m SEWER & WATER r TITLE SHEET & SHT. 1 OF 7 INDEX MAP - 4 Ir v 10+00.00 616"SCW CfflaE 14 C.L. M.H. AV. 78 14.39.5 PAD 77 1439.5 PAO 6"B0.-f8-:J57) - AV/T.- NO SEWCE PAST A V 76 14J9.5 PAO 14".7.1p r7W UndorgromW Sorvie* Al*ri Call: TOLL FREE 1-4100 227-2000 TWO WORKING DAYS BEFORE YOU DIG I 1 *00. 47 B.C. OPALESCENT CIRCLE CL M.H. AO, 13 I BLUE REM M~ 6 * OFF CL (TYP) 14J9.0 PAO 12+J6. 16 E.C. OPALESCENT CIRCLE C L M.H. A49 12 IJ+4J82 REMOVE TEMP C.O. AA11) . k'1W PAVW 14J8.0 PAO 0 L. A 1?0P M.H. =13*95.79 awfs" cpaf 17+ 93 8 1 ATE' DRM 30 14J7.6 PAD 14J7,9 PAD 1438.2 PAD PROP. C SEP DER 7WT 28790 I J7.4 PAD Qr) AWP P. V.C. MTER rM87q ()6iR 2_90 5 PAO A 86 1437.1 PAO 2 A_ 241 1438. 0 PAD fiffi.)PIAW, 1J+J9. 62 REMOVE TEMP. 170. & JOIN PROP 8" WATER PER 7R 28790 SEWER & WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT' OF SUBDMSIONS CIVIL ENGINEER DATE: THE PRNATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE AMOVAU FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN I INITIAL I DATE I INITIAL T DATE HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE PROJ. ENG. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. AV. A40W VaIA LBON VAQW 204.W' MrW 11241ir .50' S,7 Ei 314w, 23W W' 14aff' 71.56' 2WW' ^X'42' V.57' 9+89-80 OUVW CIRCLE C.L. M.H. A(O. 8 61 1419.6 AW 60 14N. 7 PAD I - A V.A.R. (8-598) NOTE- AV SEME 5 T A V 9 6FH. (8-362) 14J9.9 PAO 58 14J9. 7 PAO NO. c6ms EXPIRES 9-30-06 SEAL -COUNTY 1PREPARED BY: Tw SEM 6' NICL 11+2652 B.0 O&WW CIRCLE CL M.H. NO. 7 62 6,3 64 1439.6 PAO 1439.2 PAO 14,39. 1 PAO 57 1439.7 PAO I Adr2g 'I I 55 14JY.0 PAO L8* P.V.C. WD C-" CL 150 56 11'SICL 1439.5 PAD 12*70 80 OLIWAIE CIRCLE 8" ". X-ING 48w S.D. 90T S.D. = 1427.15 TOP SEW = 1424.96 65 14381 PAD I 12+62.71 OUWE ClRaE =13+80.17 SILICATE DRIVE 8" FLOP TEE* 2-8- fXH R.S.G. V. (N & S) 1-8' fXH AW7ER (W) OL/I//NEC/RCLE mrmm�� DATE: SM-JER SW ItC.E. 63905 REGISTRATION EXPIRES 9-30-06 bin APPROVED BY: SCALE: HORIZ, 1" = 40' =041 Colo. 5-m- OT VERT. 1 " = 4' /,o A jr TATM*111111'�'n ( p - Cw,...4L.W DATE: 1� C_ DATE: JANUARY 2004 J. 12+81.60 O&WE CIRCLE 14+05.91 S#JCA7F DRAT ft CL. MH NO. 5 107 1437.7 PAD 1wow ,2+M55a,*T. 01 108 14M.1 pv 109 14-W.,T PAW 061, sp x* //vc. I.D. U-36/U-35 OW DVAM LAW PLA40M LAW AA"E7W COUNTY OF RIVERSIDE S.A. 41/31 181$5 filmffilbW FAST, qff C 91714 E"T AMC MMA11111111 EM KNISMAL WATER 1W1 W.O. 10-660 (") Aw_A CFD MM 2009-07 (TRACT NO. 27M iP -ozolvi C.O. BENCH MARK: SffWW & WATER PLAN & 1111111IME COORD. 23-A-2 SEE SHEET I OPAUESOMT GfK&E & SHT. 2 OF 7 ()LJVM ()R(XE 0 10+00.00 51WR CREST DRIVE 8T8* 45* HXH BfW I'AVAR (8-598) 12 ' 1078 M 11 1448.0 PAD 10 14480 A40 18 09' 8')1'8* 45* HXJY AND 9 1447.5 PAD 8 14472 PAD Un"rgroqmd **ryleo Alori Call: TOLL FREE 11-111" 227-2000 M WONOW DAYS BERM YOU IX 11+91.23 SILVER CREST DAW C.L. M.H. A40. 16 E. C. 11+91.23 -%WR CREST DRIW 15 PAC' \ 1446.2) 1,3 14 1446.7 PAD 14471 PAD BLIC u REM ~6" OFF C.L. (7-M) 46 1446.8 PAD 45 1448.7 PAD A? 10+06-16 S&WR CREW* DRIVE C. L M. H A10 15 S. C. THE PRIVATE ENGINEER SIGt4MG THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 17 1445.3 PAD 16 1445.7 PAD 44 1446.3 PAD 43 1445.8 PAD 18 t 1444.8 PAD 'c 1444.4 AW BLUE REM, MWER 6 OfFOL 41 1444.7 PAD (b 42 1445.3 PAD 8ff P.V.c. 04r& k m%dC-9w CL150. - lis W/c zl� C.L. 21 22 23 PAD 14438 PAD i 14431442.7 PAD 25 3 A40 26 11"1.9 PW 28 27 24 1441.4 PAD 3. W. IO2J PAi c 144 1. 0 840 1440.5 PAO c q* 5 n' 7 RIV 37 40 1443.3 PAD 1442.7 PAD 36 j 35 14".3 OAO lom PAD 11442.J PAD 10 1441.7 PAD 15+18.24 SILVER CREST mw 8" SEN& C.L. M.H NO. 17 1 6' EIC. L I AU ANaW DErA L04W rAMW 1".Wl owtu" fw. 14, M. Is, (0) /W.W' 6'.93?' ISAX' 02.84' f221.W' 30'II8'47- 857X' JW N' 12MW' Ir.Vlr M.M' fao' l"wl 15*10,10, 181.0, 31.1w, JW12147' 10.05* 84.0' 294.w, 4.rjr'18- 213..01' 11741' 311w, 74 W J7 ml SEWER & WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT V� ) gam 02,1111,6";, CIVIL ENGINEER OF. SUBDIVISIONS DATE: A mmjpbjft&%tl It A a ob . ENG. �C- & - G 34 1441.3 PAO 33 1440.7 PAO 32 1440 7 PAD h---9 S/L I/ER CRESTOR/I/E V � ff No. C&NM � em SCALE W FEET .qFAI -r0l INTY I PREPARED BY: 18*41.23 P.C.C. SILVER CREST DRIW C.L. M.H. A(O. 18 29 1439.9 PAD IV 30 14J9.5 PAD r . fiffrm (ER 6' C.L. (7 - YP) ji 1439.1 PAD 20+00.42 SIMER CREST DRM 12+43.56 PE4VLff WAY 8* RGV 7.rF 2-8" fXH R 5 0. V W) 1-8'0 FXH AW7ER V) X\ 20+69.20 -%WR CREST DRIVE RLWOW TEMP. 8" END C4P & NOW OFF & cavNrcr CIAV TO PROP 8' WATER " 1 + 20+59.20 SILVER CREST DR PROP 8WATER PER TRACT 28790 REA00VE 8" PLUG 15+1&24 SILVER CREST DRAof* OW 8" SEWER 20*69.20 SXWR CREST DR - RR C.L. PROP. M.H. PER 7R. 28790 80# 120' PROP. 8" SEWR PER TRACT 281-90 A I ff I T %-W . OW BVMVM LOW MANIM LAW YAREMU COUNTY OF RIVERSIDE ----� - ISM mrammw av, SWE C Sm--" SUN R.C.E. 63905 AW MOV" AF714 Ad�&Il DATE: MMMMM EWM 9-30--06 Is (m) Aw-w EM 111-14 ML"CPAL WAIM DE I FICT kPPROVED BY: SCALE: BENCH MARK: CFDNM210lk-V(ff#4CTNCX=W IP cw-olol HORIZ. 1 40 p 8 l + DMOM VIAIM FLM + FF110FLE VERT. 1 4' SEE SHEET I DATE: 6A 20- 05 AJ DATE: JANUARY 2004 8Lvm C3ww C)Fm I.D. U-36/U-35 IS.A. 41/31 W.O. 10-660 C.O. COORD. 23-4-2! SHT. A OF 7 10+49 74 WRO144VT MCLE C.L. M.H. AO, 2 SIL VER CREST DRI VE &VE firm SEE SHEET NO. 3 MWER 6 OFF Cc. (7 YP) 46 i 47 48 14471 PAD 14488 PAD : 144a2 PAO .2 PAD 1445 7 1: W % 12 4 F A I 1447 8 PAD 71 11 1448.0 PAD NAOMI 10 1448.0 PAD = I � W747111111111 e_ IA� KO2 ,Yd / df . 1=� Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 8 " SEW.X-NG 66 " S.O. SOT S.D = 142774 TOP SEW. = 1426.10 8'0 2W 14+8715 VERDWr CIRCLE 61 YZC.L 8 X-1W 8 " WA T ON 80r MIT = 1427.74 MPSEW. = 14M.10 49 50 LC 1444 3 PAD 140.3 MD \C&Gi PAD T 9 1446.2 14475 PAD 7445.7 14472 PAD 2 PAD 1444.3 PAD 9+9985 WROWT CIRCLE e z 7-fo -5* R.4 me 8W HXH W BEND J"t It/ 4- THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBIUTY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 4 144J.5 PAD SEWER & WATER APPROVED BY: .EASTERN MUNICIPAL WATER DISTRICT 51 52 1442.4 PAO 1439.0 PAD 1442.6 PAD 2 1441.7 PAD 1440.9 PAD &VE REM A44RKER 6" OFF 0. L. (r&) 14+75.15 WRDW CIRCLE =11*8833 SUCAT DME' 8* CROSS FLO19 3-8 * "HR. SO V. %W)(5) 1m FXH AMMER ) -8 a "Xff. A-I/WP 14a 111.1j. BOr S.D. = 142822 rOP SEW.= 1425.88 10* X, If it i6+jj.qq wAzwr CIRCLE 8" SEW. X-1AV le" SA 110 i iJ 1 1438 7 PAD 80r SA - 142Y. 46 9LUE REM 70P 1427.05 160M 6p OFF - C.L. (7 YP) 17+08.39 *7?DW CMLE C.L. M. H. AV. 3 111 112 1438.8 PAD 1438.9 PAD I A 1439.J PAD 161+584 16+58.06, WNW CIRCLE 8 -W Ar A . 8'. W � -hV S.D. G 18 BOT WAT 1432.66 it 70P S.D. 1431.56 t� IJO 129 J2' Z* 14M.8 PAD 14M.8 PAD 42" 42 Sff SAE1T AV. 5 - lz 14+,94.32 IkERSWT CIRCLE 8 " WA T )(-/AV 66 " S. A 80r S.D. = 1427.10 TOP XV = 1426.61 8jw 1 6' NIC. C.L. 71� it 114 IF 113 439. 4 PAD 1 115 116 14391 PAD 14,39.6 PAD 1439.8 PAD 11C & 0 18 C & G 128 14390 PAD 127 11" 126 1439.2 PAD I 125 142.5 PAD 1439.8 PAD 124 1440.0 PAD tN,,o. tC63m9mW E*'M 9-34-06 CIVIL VERDA N T CIR CL E SEAL -COUNTY I PREPARED BY: SX-JER SUN R.C.E. 63905 OVED BY: DATE: Sp 2, INC. am Viamm L#V MINDS L#V Suffmu 18195 XWAW &W, SUW C AW QUA%" W714 (m) AVLAW HORIZ. 1" = 40' VERT. 1 " - 4' ir 7.0.5- CONS DATE: JANUARY 2004 bpyL& BENCH MARK: SEE SHEET I 117 1440.1 PAD j 11440.4 PAD 12J 1440.3 PAD 0 SCALE W FEET 20+18.65 VERDWT CIRCLE C.L. R. H. M. 4 119 1440.7 PAD -A _0tM&MR (TYP) P C 120 1440.7 PAD YNAVAR. (8-598) NOTE NO SERWE PAST A V. 6- FH. (8-362) 121 144a7 PAD 722 1440.5 PAD 1 COUNTY OF RIVERSIDE I.D. U-W/U-35 S.A_ 41/31 EASTERN MUNICIPAL WATER DISTRICT W.O. 10-660 CFD 2002-07 (TRACT NO. 28789) 11$1 . OXow% C.O. I SEWER & DOMESTIC WATER PLAN doPROFILE COORD.23-A-25 SHT. 4 OF VERDANT CIRCLE r1% '2 Aft + 1w, -1=7111, 11. 1. f -A ­ ­­ , - _ __� , '4- - - 1 1 1 _ ._ - .! . 1 -11'... 1. 1 , , ­­­ ­77 ... . . I I I I .. � . . 7__ 7 -7- 7- 777, -77 77,7 4- T_ U - -- -1 -- 7­1 _j, - + A" 77 7- .3 . . . . . . . =�77 -7 77. 77 j 4t w -4 7 t77- 777, . . . ... ...... PROFILE SCALE,* T�. � I � 11. ­ ­,­ ­ ­­-­ __mi_.__­. I .... ...... ., -­.......1__..­­ I � _:A_ ��, - i j i::_'_ _1�_ J ; J; HORIZ.- I 7� 'i._ -7:_'.17 ... .... .... 74 711 %­ .1 ------ 711 L + -4 ... -4 VERT. I =4 J, F -7-�,7_77. 7- �J- 10+00 11+00 12*00 f J4_1" 14f00 15447/7 16f00 f 7-L /7/7 18 /7/7 f O_L/V7 12+0700 SILICATE DRIW 13*0. 17 SILICATE DOW 15+05 15 WRLWff CRCLE 12+62.71 OLAVE MCLE 12+11.33 SILIMrE DRIff A 8" HV 45' E" C.L.M.H. A49 1 124-64. 19 SYLICATE DRIW8 f ZOD ME 8" WA T X-hW 18" S.D. 2-8v fXH R (N)SJ 1w12+00.00 S#"7F DRIW CIRCLE 90T WAT 14J2.70 1-8 FXH AwmR w, '91ILkf4le NT TOPS, 0. 1430 72 _Ww HXH W a" VEa/�CLE- RsffO�w NO .30 13+24 53 SILICATE 9R*F lop, I I * 88. JJ SIL ICA 7F DRI W 1 10 16+05.91 SX)C47F DRAfr 20 6 B. a (8-357) 10+05.94 NEPWE CIRCLE 14+75.15 WMW CIRCLE }0' i / 15+8&JJ SMIF ME C.L. M.H. A10. 6 8" CROSS bi YA, '0 9 TOP L T 1-y ROAD N [4c"-,gw CL 150 C W XH R.SG.V (PE'(W 11 \ i lEj S J-8 F )(S) 9+846.W A69MY CRICtE I vz -81' fXH Ai V Q 80 fZO19 7ZT 7 5j LA PIE10 2-8 - "H R. SO. V SEE 44 14M8 PAD 54 10+8700 SILICATE AMWE 1-8- FXH AaVMW 12 52 1438.7 PAD CLE 44 6 B. 0. (B- 357) 8'0 A V. C. Nm w? it k Yp I i 14,J9. 0 OfRAL NN Ma 1440 9 PAD 10, N, r* P.Y.C. WA C-900 M 150 5 0 2 W/c .L 9+75.00 SIUCA7E MnC -3I+02.22 LA REM RWNI,, ��`, r 8' FAOUMET 8- FXH R S. G. V (N) 10+ 18.00 SOIC4 IF a%c 8" MR. X-ING 12 " RM #7??. rop irmn wri.-mm-89k... 80r 8' #77? - 14J7 89 IN, It 12'0 M. WATER C-900 CL ISO 4�K 18' NIC.L. Underground Service Alert Call: TOLL FREE 1-800 227-2600 M WOWM DAYS BEFORE YOU DIG ............ \C 16 N1 6 12+28,80 mr 110 109 14J8.7 PAO 14J8.J PAD ii N% 108 14JLR I PAO /�� �47F/ 8* SW CIRCLE T 6' EIC, L PAD ROANNa 4 2% \1 12+1821 SMATE DW % ` / b L 7T S.D. - 143056 TOP ". = 1425.71 Af4t ANW.6 zavo LBWN TAMW JN.85' x NUJP IN. 12 10AX, imm, 261WMa 15.151 iww* 2cwtv, wff. M71' JWtV-' I~W- MAY 874Y X70 121.00' 6725* mml JV7W' 20*J#U' 1=51 ' 1 81.06' f 4 + 0.5 91 SILICATE DW 12+81.60 OUPME CIRCE C.L. M. H. A (0. 5 SEWER & WATER APPROVED BY: r..EASTTN MUNICIPAL WATER DISTRICT 7 J.-- L._.L - 1).4 ).e THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE PROJ. ENG. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 65 66 t I PAD,, i 1437.7 PAD 67 1437.4 PAD 107 14377 PAD -BLUE REM A"W,ER 6" OFF C.L. (7 M)"'! 106 1437.4 A40 11 11 z / 15+1823 P.R.C. / if 11 SILICA TE DRIVE IJ* WIC.L 16*84.79 SW7F aW A' 6E.O. (9-J57) 69 INN' 1436.9 PAD NN\ i 17+12.44 V% N, 68 8" ITT. X-AW 18' sa 437.0 PylOi 70P. S.D. = 1429.90 BLOT. NAT. = 14JO. X 00 40 n 1 i 87 14371,190 14J6 9 PAD 16+22.96 8" SEW. )(-hW 18" S.D. 807 S.D. = 142896 TOP SEW. = 1423.58 SEAL -COUNTY I PREPARED BY: SX-JER SUN R.C.E. 63M =7C_'0-C' WMMTION EXPIRES 9-30-06 BY: SCALE: HORIZ. 1" - 40' VERT. 1 " - 4' DATE: JANUARY 2004 PROP. 8" WATER PER TRACT 28790 1*J1.0 PAD AS fir NN \N� w 86 tt N01 14371 PAD 17*56.39 14Cr NO287W REA8 VW MEW. CIRCLE 0 0 ANO JM RAL PROP. 8 * SD 17*53.55 REWW TEMP. B.O. AND JaN PROD? 8* WATER 17+19.17 8" . )(-/W 18'0 S.,O 007 S.D. = 1428 85 TOP". = 142320 DATE: 4/ A 4 e PROP. 8" SEWER PER TRACT 28790 25 1437.4 PAD .1 No. C639M EXPOES 9-30-06 Sp 2* INC. MWAW LW MANIM LW SAMMU 18195 MaXRMW EAST, SW C AW CUTOM C714 (") 019-Aw? BENCH MARK: SEE SHEET T 1 A SCALE IN FEET COUNTY OF RIVERSIDE I.D. U-36/U-35S.A. 41/31 EASTERN MUNICIPAL WATER DISTRICT W.O. 10-660 C.O. CFD NO. 2002-07 (TRACT NO. 28789) tP (>Z,01(>I COORD. 23-A-2! SEWER & WATER PLAN & PROFILE SHT-50-FT SILICATE DRIVE n- '2r%n I JLL UL-LLIFF rlrVr7! 10+05.94 A£P,HRYTE CIRCLE 12+80.65 NEPHRITE CIRCLE v 16+0591 SK/CANT£ DRNE 14+74.34 NEPhDR/T£ CIRCLE C.L. A/.H. An 6 C.L. M.H. hlO. 10 C.L. M.H. No 11 12J 122 11t62.08 N£PHTE C/Ri^LE 94 125 124 I 1440.3 PAD V S/LICANTE DRIVE 10+27.02 NEPHRITE CIRICLE MbE REM ', 129 128 127 12� 1440.5 PAD 37t38)V LA P/EDRA RD. Sff 5 AV. 5 8 SEW X-MG 18 S.O. C.L. M.H. N0. 9 ANGER 6 1438.6 PAD i ;! 1439.0 PAD 1439.5 PAD 1439 8 PAD 1440.0 PAD 10+10.00 CONK. [AT. CQ ,i4' ,10• T. S.D. = 142892 OFF CL. �� (� 14+87.00 j 1438.8 PAD 1439.2 PAD } 35+95.67 L� Pil -DRA R04D � 12- RESTRA/ END F/TT/NG � 9+9410 AEP 10' 2v' 2iv' 10' TOP SEW. 1423.98 �, 1438. 9 PAD 1 " A. V (B 59B ' J0 f SRO j Z SLOPE=Q 0100\ \ 8 WAT. X--/Mc 68 S.D. ( )6 F.H. B 362 9+93.50 ST. 1434.46 CG dIOT. S.D! = 1426.&! 9%3 A0TE A10 SERMCE 1438.8 PAD 8 N �L. t ! C.L. M.H.A20 ' s�w>E Q j 10+86.46 NEPHRITE C 8 1438. 4 PAD AFTER A.V. �„� 35+89.67 LAI P/E7 M ROi4D -1. �'' I :� Af VC. 37+31.55 TOP Ny4T. _ ..74 _- _._ I SEW. X-1AV 18 S.D. _ ►v � tp "5 { I 610T. SD. = 1429.0� ' _------- -- ---- _-_ C 6 - _ _._. . _ --- PROP 8 SEWER F -�� 96 �-�-- � � c.o. ANv J va _ - 10+00 00 FUTURE Sr - - _ "' O f i I ' TOP SEW. - 14245!$ '.% � % �► 1439. l PAD PER EMwv D-24118 �? 68 _ E' 438.0 PAD % ' _ - -- - - _ - - - - - - ^-_ -- -�-- __- - - -- 88 . - 90 -- --- _- --- --- t `� 1437. PAL? 91 r j _ - •.'� - _ 89 C� _ ; 1437.4 P 1437.7 PAD i . 1437.0 PAD i J► �1Z .E i , - - ,l. 34 O 38 --1-- t� 33 At 97 4 N ,� 1439.1 PAD ►- �- - - .. �Xy 1y V '?` y' _.. - - _ _.. --- -- - - R.lpfr~ � M!C.D. PYMCS � SEE GL�TAIL A � s h ' 67 fie- j�',hey - -� - � -- - _-_- _-__ --,1,,) FUTURE-iMF'1fOVEAE - _ F11_I' 8� HX ELL � _ NTS 7+ j� - 45.43 FUTURE STR�E�`'� � - �/ - ----- "" _ EC 98 FUTURE RIGHT-OF-WAY - ►� Z 8 P.I�C. NlI TER r ;j,- 24 A�6VIgYAY - - ' 106 __ ____. 1438.7 PAD y ``-�`` C-9i010 CL150 ? (8=271) 1 99 `•° , VACANT LAND �o 37t41.70 f f r t 1438.5 PAD p + :` ' >Of60.82 FUTI£ STREET 8 tSy194 X-!ham 30 MR PROP ,30'° fXF 9+88 8D 9 4 37. 4 PAD 105 B 100 13 W C L. r t ,. ��. 6" B.O. 8-5,68 I 15+8833 SLAN � Lam N 1 101 1438.2 PAD v . X4%ER AM M ; ' 80r 30 #TR 1434.08 BUTIERFLr VALPE 8" FLG'D TEE Ai4ftf 4 6 1437.0 PAD `, r• 8 x6 90 HXH REDUCING ELBOW 10P 8" SWR 1428.93 PER D 24118 OFT C.L. (frP) 1437.9 P,AI> � S, CL-1� FUTURE 1-8" 8" FXH RA04PIFR (f)(S) '" 1 v m 102 `° 25 $ C�. 35+5823 LA P/EDRA RD 8 37+38.70 LA Pl£Di24 RD ZZ 10+00.00 INTERIM CONNECMV 10+96.20 NEPh6R/TE C/&,W 1437.2 PAD 10✓ p 7- 6' C.L» " 8 WAT. X--/NG 18 SD. 11+38.67 ' `� � 1437.7 PAD=10+26.38 FUTURE STREET ST/ 1 L��l 1437.5 PAD OFF C.L. (TYP) / I� A C I l V 0, 28791 8 FXF R.SG V 14+51.28 FUTURE STREET 37+28.20 1 12" HXHGR.S G. (N OOT. So = 1429.00 e.c. 'r AV C. WA RI<'J00W r9oP BL/AU & 4MG£ row �4r. = 1428.09 - 10+2738 Fc/ruR£ sTREEr r£M� 8 co. � � waEcnoN T� C 9m CL. i50 BLON�FF AND AVcEA R P1ER 7TR Ei 411.W' X71'32' 2JP 12' 110.25' C 1405W * 16'S326' 414 /9' 21G SI' 8" FXF 45' ELL. DE TX A 0 24118 AND JOYN PROP. JO" CML&C 11' S C.L. 8" fXH Aa4PTOfR CORROSION MONITORING STATION (B--662) /A;SULATED � STATION (B--660) TF 40' 0 40' 80' 120' No. C63905 C, IP r., FE)E�E'S1A PIFI)RA ROA n SCALE 111 FEET�_�aoalo6 Underground Service Alert Call: TOLL FREE 1 - 800 THE PRIVATE ENGINEER SIGN04G THESE PLANS IS RESPONSIBLE 2 2 7 - 2 6 0 0 FOR ASSURING THE ACCURACY AND ACCEPTIBIUTY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE TWO WORKING DAYS BEFORE YOU DIG RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SEWER & WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT 444) Zl o rml rA1[_WdCC Ar* C1101 1VICif11JC ne r• SEAL -COUNTY PREPARED BY: 0 T SMI-JM SUN R.C.E 93605 ,DATE: S REGISM7M yes 9-30-06 I APPROVED BY: _ DATE: 4F //- SP 2, INC. M &APAW LAW AMM LW 9AWE S 181A'f mamw1T FAST, sw C AW C�id,/Ot,AW:I' W714 (m) HORIZ. 1 " 40' VERT. 1 " = 4' t9 oS' WOFA( DATE: JANUARY 2004 sL BENCH MARK: SEE SHEET 1 COUNTY OF RIVERSIDE I.D. U-36/U-35 S.A. 41 /31 EASTERN MUNICIPAL WATER DISTRICT WO. 10-660 CFD NO. 2002-07 (TRACT NO. 28789) 1P02AA01 C.O. SEWER & WATER PLAN & PROMIX COORD. 23-A-2 NEPHRITE CIRCLE & SHT. 6 OF LA PIEDRA ROAD D-2Qsj I�. I PROP. 12" WATER PER TRACT 28787 PROP. 30" WATER PER TRACT 28787 f-VANS ROAD 24+51. >5 LA ' 1 41 8" REC. WN.. X-M 3011 M TOP 8' REC M.=1 7- 7,2 SOT. 30" WIR=f439 11 SUPER F.H. PXW raArr 9R7R7 80T. 3D" WATER=1441.77 TOP REC. W4T.=1440.77 AV. MOW VarA LBMW TAA" A M.X' 30-UV& 149.3T 7851' Underground Service Alert Cali: TOLL FREE 1 — 80:0 227-2600 TWO WORKING DAYS BEFORE YOU DIG SEWER & WATER APPROVED BY: 1,J 'j '✓ 9ASTE NMUNICIPAL WATER DISTRICT V 4.%� " It I 11bl— CMI FMC mm? nF CI NRf] miniR neTc• THE PRIVATE ENGINEER SIGNING THESE PAS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIrS AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, fHE PRW it ENGINEER "'-HALL BE PRE. ENG- RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE: COUNTY. SCALE IN SILICA TE D1?1 /f SEE 9WMT AfO 5 44• 44• 1?' J2' .32' 12' 9+75.00 SVCATE LANE 30'X8" FA8. OUTLET 8" FXH R.S.G. V (N) SEAL -COUNTY I PREPARED BY: VF-110 or - DATE: 1-i-r- O No. 33950 APPROVED BY: §1> Exp. 6/30/ CIVIC�� O CAI,. DATE: � AVE REM mIw& 6" OFF C.L. Cam') 31+68.44 LA PIEDRA RD. 80" S.D.. X--/NG 12" RM M RIOT. 12" REC. WTR.=143fr.0i6 TOP 60" S.D.=1434.32 44' Ltj rA CJD PROP. 12" WATER PER TRACT 28787 A 10+ 10.010 REAK)VE PROP. TEMP. B.O. AND "N PROP. 8" WATER i �i�i'�:� -10� *710'� NO SHI-N.". SUN R.C.E. 930015 ' REGISM71ON EXPIRES 9-30-06 ,.v,•0T SP 2, INC. 181Zi AAaD Wff W, SW C PIME 09#010 92714 (") sw-mv ALE: BENCH MARK: HORIZ. 1 " = 40' VERT. 1 " = 4' SE£ SHEET 1 ATE: JANUARY 2004 see- 4/0 3 11+99.52J 3 % END CURVE � 12+43.56 PMRLJT;jN E WAY 20 G I-ZGp VER CREST DR. 2-8" FXH R.S.G. V. (W) S) sa 3 1-8" M ALa4PTER (N COUNTY OF RIVERSIDE EASTERN MUNICIPAL WATER DISTRICT CFD NO. 2002-07 (TRACT NO. 28789) IP UZ>IUI SEWER & WATER PLAN & PROFILE PEARLITE WAY & LA PIEDRA ROAD r I.D. U-36/U-35 VV N) Q� S.A. 41 /31 W.O. 10-660 I C.O. COORD. 23-A-2 SHT. 7 OF EASTERN MUNICIPAL RECYCLED WA TER NOTES A. RECYCLED WATER LINE AND APPURTENANT CONSTRUCTION SHALL BE /N ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. B. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING RECYCLED WATER SYSTEM AND VERIFYING ITS EXISTING ELEVATION AND LOCATION. C. ALL SERVICE CONNECTIONS SHALL BE AS NOTED AND LOCATED AS SHOWN ON THE PLANS, ADJUST AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL BE INSTALLED /N ACCORDANCE WITH STANDARD DRAWINGS PA-3 AND PB-1. D. BLOW -OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD DRAWING PA-1. E. TEMPORARY BLOW -OFFS SHALL BE INSTALLED /N ACCORDANCE WITH STANDARD DRAWING PA-1. F. AIR VALVES SHALL BE INSTALLED /N ACCORDANCE WITH STANDARD DRAWING PB-8, TYPE "B. " G. RECYCLED WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. H. JOINT RESTRAINERS, INSTEAD OF THRUST BLOCKS, SHALL BE USED ON ALL MAIN LINE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, EMWD STANDARD DRAWING B-663. L ALL P.V.C. PIPE THROUGH 12" SHALL BE TYPE C-900, CLASS 150 EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS J. FITTINGS FOR P. V. C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL JOINTS, OR PUSH -ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED PER EMWD STANDARDS AND SPECIFICATIONS. K. POLYETHYLENE ENCASEMENT- ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS L. ALL NEW BURIED CONSTANT PRESSURE TRANSMISSION/DISTRIBUTION PIPING /N THE RECYCLED WATER SYSTEM, INCLUDING SERVICE LINES, VALVES AND OTHER .APPURTENANCES SHOULD EITHER BE COLORED PURPLE, PANATONE 522C, AND EMBOSSED OR BE INTEGRALLY STAMPED/MARKED "CAUTION. RECYCLED WATER DO NOT DRINK'; OR BE INSTALLED WITH A PURPLE IDENTIFICATION TAPE, OR A PURPLE POLYETHYLENE VINYL WRAP, COLOR TO BE PANATONE 512C TIME LIMI TA TION : THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPERS / DESIGN ENGINEER AND SUBMITTED TO EMWD FOR POSSIBLE CHANGES /N MASTER PLANNED SIZING AND CHANGES /N SPECIFICATIONS AND STANDARDS. Underground Service Alert Call: TOLL FREE 1-800 227— 2600 TWO WORKING DAYS BEFORE YOU DIG I N D E X M A P S CA L E. 1 150' -DISTRICT COUNTY OF RIVERSIDE, STATE OF CALIFORNIA RECYCLED WATER IMPROVEMENT PLANS TRACT NO. 28787, 287881 28789 AND 28790 150 75 Q 1,70 300 4i50 GRAPHIC SCALE- 1'=150' PROJECT BENCHMARK 2.2 MILES SOUTH ALONG MURR/ETA RD. FROM THE CATHOLIC CHURCH /N SUN CITY 0.15 Ml. FROM THE /NT. OF MURRIETA RD. AND NEWPORT RD., 246 E/O MURR/ETA RD., 115 FT. S E./0 THE MOST E'LY. OF TWO 36" EUCALYPTUS TREES TOP OF A 3'X5'X6' ROCK /N THE MOUND OF ROCK 4'X 15'X30' SET A BRASS DISK DATE; 1970 ELEVATION. 1439.662 NO TAl l CA T ONS: CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, CONSTRUCTION SECTION AT RIVERSIDE (951) 955-6885 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION. ALSO, AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY - A. EASTERN MUNICIPAL WATER DISTRICT, FIELD ENGINEERING DEPARTMENT (951) 928-3777, EXT. 4830 B. UNDERGROUND SERVICE ALERT (USA) 1 (800) 227-2600 PARTMENT APPROV.Abo. "y THE RIVERSIDE C PARTMENT OF HEALT 118 86 b BY 117 118 4 - 117 ' 116NO ' 1 1s 5 SEP DISTANCE BETWEEN WATER & SEWER /Mi its 84 :' c 115 SIDE COUNTY STANDARD NO. 609 NEWPORT ROAD q 10 TR. 28788 TR. 28790 TR. 28789 TR. 28787 To] ES TWA TE OF OUANTI TIES ' LA PIEDRA ROAD PROJECT S1 TE IHOLLAND ROAD I MCINITY MAP N.T.S. SEC. 2, T. 6 S., R. 3 W. RECYCLED WA TER ' 8" PVC C-900 CL 150 WATER MAIN -------- 3,352 L.F. Vj ^ 12" PVC C-900 CL 150 WATER MAIN ------- 1,350 L.F. 19 2„ WATER SERVICE ASSY. (PA-3 & PB-1) ------ 8 EA. ' �� 84CKFLOW PREVENTOR (8-597) ------------ 8 EA +� 32 R.S.G. 8" VALVE ---------------------- 5 EA. Z27 ". if � 33 12" R.S.G. VALVE ---------------------- 1 EA. 26 8» FLG'D CROSS ---------------------- 1 EA. "A.V15 1& A.R. ASSEMBLY (PB ___________ 4 EA. . _ 14 �,� BLOW -OFF (PA-1)-------------------- 7 EA. h 8" 45' HxH ELBOW -------------------- 12 EA. 13 y 3T- 8" ADAPTOR ------------------------- 1 EA. 22 ;� 12" ADAPTOR ------------------------ 3 EA. 21 39 12 x8" REDUCER ---------------------- 1 EA. ' 40 { 41 19 3r n" 42 ESCONDIDO FREEWAY I SEWER LEGEND ] .r... - - -- SEWER LATERAL EX. OR PROP. BY OTHERS lEw A0� — — SEWER MAIN EX. OR PROP. SY OTHERS --- —ter — SEWER MMHOLE E)(. OR PROP. BY OTHERS -- NJ RECYCLED WA TER LEGEND RECYCLED WATER MAIN R.S.G. VALVE (RESTRAWED)(HxH) �.� 1 " A.V & A.R. ASSEMBLY (PB-8) TYPE "8" 6" BL0WOFF ASSEMBLY (PA-1) RESTRAINED END PLUG -- + PROP. 6" FIRE HYDRANT --® 2" SERVICE COMVEC77ON W/ METER R.S.G. VALVE (RE57RA/NED)(FxH) MV14 Aid TRACT NO. 281V4 � ACT 208 87�FUJO - -- - WATER MAIN EX. OR PROP. BY OTHERS SOT WT ❑B B,ACKFLOW PREVENTOR` RECYCLED WATER APPROVED BY: EASTERN MUNI IPAL WATER DISTRICT CIVIL ENGINEER OF SUBDIVISIONS DATE: INITIAL 1 DATE PROJECT ENG. I A . U. A . t f 0115 / 0,f APPROVALS -ull WTR. OPERATIONS SEWER OPERATIONS SEAL-COUNTY ROAD 0 0 ALBION LAVE o (VACATED) W Z Q IMPLEMENTING RECYCLED WATER FA CILI TIES PROP. 30" WATER ON LA PIEDRA RD. PER TR. 28789 No. C51394 EXPIRES 6-30-06 `TF¢a;,a� PRESSURE ZONE i 627 TP OZoUq7- 02100 -- D2olot—d2�o/a2.- PREPARED BY: COUNTY OF RIVERSIDE I.D. U-36/U-35 VASW ply � � GAD �� S.A.41 /33 EASTERN MUNICIPAL WATER DISTRICT W.O. 10825 fO_7 JIMMY C I R.C.E. CS6-3 DATE: � -� REGISTRATION EXPIRES 6-�-06 18�95 ,IRC - C.O. 4 Sljfi1� >jmb TRACT NO. 28787, 28788, 28789 AND 28790 APPROVED BY: COORD. 23-C-36 F 0" RECYCLED WATER aft TITLE SHEET & SCALE: BENCH MARK: sHT. 1 of s DATE: , 0 _' 0 VERSI COON , eTRTATI nEg I o f Z�jo K SEE AT LEFT i I INDEX MAP DATE: JUNE 2004 .� mGN ' :Dm i'-r. F-iiPc -�-()/ `; Pr iar t (i/ac 1 47r i 1 F'IUA! 1= lV� `, .3-�R-f1.3F(NAl F"l1tC� 1 3-�R-r. f .SEINER-IN�iT� R 1 F?l l l d1d6Ff� dldTC R`t R r lT1? tt-17-9 4-- 0p R0YVLf9 WER, 207 L.F.RESURA IN ALL JO#JOINTS8 0.p. V C., C. X VIC T_ PEARLITF WAY 8 WATER PER SmRm DRAIN TRACT NO. 28789 za 1 11 1C., Irk 8789 & 28790 ��72 2 Cri 4 � N 11 &5 5 AV. MOW LETA OWN TAMQEW I J82. 00' 8-0922- 148.49' 74. _12' 1018.00' 1670228' 178.41 ' 89.43' 1400.00, 61022' 1 150.42'--F 75.28' 1000.00, 10*0228* 1 175.25' 1 8785' CifLi II cl� pATH CREEK RIM EVANS ROAD 40, 0 40' 80, 120' y 00 No. C51 394 EXPIRES SCALE IN FEET 6-30—(ro Or RECYCLED WATER APPROVED BY: REVISIONS: SEAL COUNTY PREPARED BY: I.D. U-36/U-35 EASTER Underground ,jMUjICIPAL WATER DISTRICTEssl me P1.0100w COUNTY OF RIVERSIDE S.A. 41/33 /*?AV AV Slurt7l Service Alert JIMW MEN R.C.E. C51394 W.O. 10825 0C Call: TOLL FREE CIVIL ENGINEER OF SUBDIVISIONS DATE-' ?11 DATE: /0'- 149-6 V_ REGM1UTIM EXPIRES 8-30-06 EASTERN MUNICIPAL WATER DISTRICT C.O. 1-800 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE INITIAL DATE No. 33950 APPROVED BY: TRACT NO. 28787, 28788, 28789 AND 28790 227-2600 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN PROJECT ENG. A - Ci. A. Exp 6/30/05 SCALE: BENCH MARK: RECYCLED WATER PLAN AND PROFILE COORD. 23-C -36 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL INSEPECTION A 11 HORIZ. 1 " = 40' - OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 11z, V" 4 SHT.20F 6 APPROVALS _fvl� v ERT. 1 " = 4' SEE SHEET I TWO WORKING DAYS BEFORE YOU DIG RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND WTR. OPERATIONS I kNERSIKAOUNTYA"010' EVANS ROAD REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SEWER OPERATIONS I OF CAL\ DATE:ATION DATE: JUNE 2004 Q—g79#77 M 8* RECYCLED- VVER C.G Pl.-Vc., C-401), tY 150 LA fllcOR,4 R0,40 Sy"T I*V 5 '01 PROPOSED SCHOOL SITE 32' I 8" RFi? W/ FD WATER LA P.Y.C., C-900, CL 150 TENTATIVE TRACT 28787 `pox + 18')VIC.L TENTH TIVE TRACT 287,94 PRW 66' S.D. <1 a) - ----- ------- 4Z PERM. 28787 .. . ...... ... .. 29413-47 NA TER 8' REC. WTR. X- ING WATER TOP 8" REC. #7k = 14JT7 92 BOT JO' *M = 1438.92 1-4 29+25.00 EVANS ROAD END RECYCLED WATER 6 - TEMP. 8. 0. (PA-1) I -A. V.& A. R (P,6-60) ROAD 29+7796 f VANS ROAD 6- BLOW -OFF (PA-1) SEE SHEET NO. 5 TENTATIVE TRACT 28791 f W W M WA U PER 7R. 28789 40' 0 SCALE IN FEET 120' 30+ 16.59 EVANS RD, 24+48.93 LA PIORA RD. 8" FLG'9 CROSS 1-80F)(FR.SG.V 1-8 FXH AIMPhER (W) 2-8' F)(H R.S.G. V. (N&S) 1-8-)(12- fXH REDUCER (f) 12 "RECYCLED WATER W., C-900, CL-15 18' NIC. L TEN TA T1 VE TRA C 7" 28790 EVANS ROAD No. C51394 EXPIRES 6-30-06 8" RECYCLED WATER P. v c., c-goo, a 150 180 EICL PROP 12' WATER ANN PER TR. 28787 I- RN Alb wzw Va M OWN MW 0A 141800' 6'1 153' 15339' 78 77' (B> I382.00, 25*5350' 624.65' 31775' C 1400.010' 6'11w, 151.45' 75.80' D 14W.00 25*53W' M2.79' 321.89' RECYCLED WATER APPROVED BY: r SEAL —COUNTY PREPARED BY: U-36/U-35 EASTERN MUNICIPAL WATER DISTRICT aw AL4MWW COUNTY OF RIVERSIDE Underground Ess/ wom AV Jim V, S.A. 41/33 Service Alert li�o� O;r- AW4 CIVIL ENGINEER OF SUBDIVISIONS DATE- JIMMY R.C.It C51-394 EASTERN MUNICIPAL WATER DISTRICT W.O.10825 Call: TOLL FREE DATE: /h-,& =Mrif-- REGISTRATION EXPM 6-30-06 'E3 C.O. APPROVED BY: TRACT NO. 28787, 28788, 28789 AND 28790 1-800 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE INITIAL DATE No. 33950 SCALE: BENCH MARK: COORD. 23-C-36 227-2600 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN PROJECT ENG. A. G.A. Exp. /30/05 HORIZ. 1" = 40' RECYCLED WATER PLAN AND PROFILE HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL INSEPECTION ot_rp 4L44 SHT. 30F 6 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE APPROVALS X VERT. 1 " = 4' SEE SHEET I EVANSROAD TWO WORKING DAYS BEFORE YOU DIG RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND I I F�1VERSIQjF"'C0UNTY/QAUF../ 9q7AO REVISING THE PLANS FOR APPROVAL BY THE COUNTY. WTR. OPERATIONS e /4 V " -noNAEP%-�&2 1,9/2,7/4&f DATE- JUNE 2004 I ! SEW R OPERATIONS CAS DATE: ..w6m , 0 v 1 I.D.2 PROFILE SCALE: - _ __8 _RECYLED. X4ffR_ _C C- 10 CL- 150 .V. , HORIZ: 1 "--40, VERT. 1 =4 9*00 10*00 11 *00 12*00 13f00 14+00 15*00 16*00 77*00 18*00 19+00 20+00 21 *00 r� 4 �'QQ0 40, 0 SCALE IN FEET Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG tz �-rp o `- o o� aor ^_ + 3t it a ' 80' 120' � ^ 0 (6 "gyp Ilh p ?tea �� N ITE FIR DRIVEiol 10' 10' 20' 20" 13' 6' ' \ TRACT BOUNDARY — . - - 77, �I 11+00 PROPOSED SCHOOL SITE 8" RECYCLED Wi4TER TENTATIVE TRACT 28787 P. V.C., C j 90o, CL 1, 18 N/C.L. PROP. 8" SEWER . PER TRACT 28787 „ + i 2+00 13+06 SWAM - =- 00 _ 15 f0,0._ FUTURE IMPROVEMENTS I + FUTURE RIGHT-OF-WAY h 3N C 1 W Cir ►►� ��O PIZ � ry h h� 00Ozm W� PROP. 30" WATER PER TR. 28787 TENTATIVE TRACT 28786 LA PIEDRA ROAD FUTURE STREET RECYCLED WATER APPROVED BY: \ EASTERN ,IyIUNI IPAL WATER DISTRICT V '1.044540 CIVIL ENGINEER OF SUBDIVISIONS DA THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE INITIAL DATE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN PROJECT ENG. A. Cl . A . 10 115 I04 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL INSEPECTION OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE APPROVALS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND WTR. OPERATIONS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. SEWER OPERATIONS SEAL —COUNTY �/, ' a oTy No. 33950 Exp. 6/30/05 >clvi�_ PREPARED BY: UAIL: APPROVED BY: DATE: oo/ /Zf No. C51394 EXPIRES 6-30-06 JIMMY CNEN REGISTRATION EXPIRES 6-30-06 AV. Maw AELTA LEIMGIH Ti4A1GW A 1418.00' 16,5031' 411.0' 20.90' B 1382.00' 25156W' 625.54' 318.22' em EMpIVEDPS S-L4W PLAIAHICPS fB195 ANC - SWE 'C' 92614 F 0920 SCALE: BENCH MARK: HORIZ. 1" = 40' 16� VERT. 1 " = 4' SEE SHEET 1 t DATE: JUKE 2004 COUNTY OF RIVERSIDE I.D. U-36/U-35 S.A.41/33 EASTERN MUNICIPAL TRACT NO. 28787, 28788, RECYCLED WATER PLAN LA PIEDRA WATER DISTRICT 28789 AND 28790 AND PROFILE ROAD W.O. 10825 C.O. COORD. 23—C-36 SHT. 4 OF 6 n_ --1041701 1450 1430 � d i : 7 �► PROPOSED SCHOOL S/TE 24+23.62 8" REC. WTR. X—ING 48" S.D. TENT. TRACT 28787 TOP 8" REC. WTR=1438.05 8" RECYCLED WATER BOT. 48" 5D..=1439.04 o P.m.,,C-9QO24+04.28 ,CL-150 " 8 REC. WTR. X—/NG 12 WATER 12 18 N/E L. TOP 8" REC. WTR. =1438.07 (v 80T. 12 WTR. —1445.45 23+92.08 w 8" REC. WTR X—lNG 60" S.D. _ TOP 8 REC. WTR=1438.09i \ 80T. 60" S D..=1439.10 23+8Z41 R" 7FAJP- P n MD. AWW AELTA LENGTH Wi" A IJ82.010' 19*3622' 473.45' 239.07' B 1400.00' 19'3622' 479.32' 242,02' Underground Service Alert Call: TOLL FREE 1— 800 227-2600 1WO WORKING DAYS BEFORE YOU DIG 0 �J SCALE /N FEET EVANS ROAD SEE SART AV..i 41 '►`/� 1 EVANS ROAD PER nNM 281W & 28M1 RECYCLED WATER APPROVED BY: ASTERN/�,MUN CIPAL WATER DISTRICT j ! cJ o�-�-c� z64z4zdy CIVIL ENGINEER OF SUBDIVISIONS DATE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE INITIAL DATE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL PROJECT ENG. A.C.A. (0(i5%0� OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE INSEPECTION RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND APPROVALS WTR. OPERATIONS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. __..__ ____._._.._ __1 ?4f4R 4.. T 1 A PIrMA Rn = 30+ 16.59 EVANS RD. 8" fZG 0 CROSS 1-8" FXF R S G. V (E) 1-8 _FXH ADAPTER (W) C. -4. ve., c- , CL 166 v _ S-0.Q010 �i 0 �o o ►° SILICATE DRIVE `° h FUTURE STREET ? , TENTA TIVE TRACT 28789 12" RECY= WATER . 44. R V.C., C-900, CL-150 32' 92' 12' ° !:4 f 25+0p 26+00 27+00 N737310l3 E 28+00 29+00 -� f♦ TRACT BOUNDARY 25+79.32 0 END CURVE y ION FUTURE IMPROVEMENTS FUTURE RIGHT of -WAY ROP 30' C.M.L. do C WATER TEN TA T1 VE TRACT 28791 PER TRACT 28791 LA PIEDRA ROAD 120' nnC51 SEAL —COUNTY PREPARED BY: JIMMY CHEN R.C.E. C51394 Viso" DATE:_ REGISTRATION EXPIRES 6-30-06 APPROVED BY: ^ SCALE: I BENCH MARK: HORIZ. 1 " = 40' VERT. 1 " = 4' �vlZoK DATE: JUNE 2004 DATE: A0 Z r W 30+00 31+00 32+00, 4 U PROP 60" N S.D. PER Q TR. 28789 & 28790 _ _ - -- I Piz N '9 al s� Z\1 SEE SHEET 1 COUNTY OF RIVERSIDE I.D. U-36/U-35 S.A. 41 /33 EASTERN MUNICIPAL WATER DISTRICT W-0. 1os25 C.O. TRACT NO. 28787, 28788, 28789 AND 28790 COORD. 23—C-36 RECYCLED WATER PLAN AND PROFILE SHT. rj OF 6LA PIEDRA ROAD qa� L.F.RESTRAIN ALf -JOINTS 1 450 1450 o -ctz m c, t EXfEXISTRA` E GRADE � � ,o `�, o z � ,h . � PROP.: FINISH GRADE 0 C.L.FSTREET � ►� f_ - 30 NAM? 11 rt I S 7777 — a Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG RECYCLED WATER APPROVED BY: EASTERN MUNICIPAL WATER DISTRICT �- J a-,-�� L-o 0 CIVIL ENGINEER OF SUBDIVISIONS DATE: THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE INITIAL DATE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN PROJECT ENG. A . C7. A . 101 1 5/ 04 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE APPROVALS INSEPECTION RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND WTR. OPERATIONS REVISING THE PLANS FOR APPROVAL BY THE COUNTY. _,. ,,_� _�__.- _, •_ 1448 X' W5326" 426.85' 21499' 1�: 1430.00 16'5326" 421.58' 212.32' 40' 0 SCALE IN FEET 1 CYIr 2 RE LEIS TER C.G. ABC., C-W CL 1.50 TENTA TI DE TRACT 28789 I l I �h I I f� IJ I I 1430 1 12 * RECYCLED WATER P. V..C., C-900, CL 150 127 126 125 124 18' N/C.L. 129 128 12J Q 122 130 `4 h .37+,38.70= 10+43 00 TEMP. LAT ' � 1-12" FLGV. TEE + - C 6 1-12" fXH R.S. G. V (E) 2-12" FXH ADAPTORS 8" Ste, A 34+00 _ w 35+00 N89 ¢3 31 33 f p0---�rE%' 108.17 q..a- --- - -- - - - - N89'43;31, - o PROP 60" STORM DRAIN _ _ _ _ _ , -- 36+00 - B PER TRACT 28789 N89 ¢,3:31 _ h 37+00 ILO jp FUTURE IMPROVEMENTS FUTURE RIGHT-OF-WAYTEMP. 12P. t!C. LATERAL30" C*L & C XFOR RECYCLE© WATER PER nWT 28789 S&WCE (L=43. 00; S=0.0316) 37+38.70=10+00.00 LAT. 30" X 12" X 30" STEEL OUTLET TEN TA T1VE TRACT 28791 1 12 F X F R.S.G.I!(N) VACANT LAND 12- BLIND FLANGE PER TRACT 28789 (CG=1434.02) ' 80' 120' SEAL -COUNTY No. 33950 Exp. 6/30/06 � I ' I �A_mII �' No. C51394 EXPIRES 6-30-06 PREPARED BY: /D _T�.qt� JIMMf1' C N R.C.E. C51384 DATE: REGISTRATM EXPIRES 6-30-06 APPROVED BY: QK �71�M1AA?� 's-,t.MO �.IMIEAII; fdf� --- ---- �s SCALE: BENCH MARK: HORIZ. 1 " = 40' F VERT. 1 " = 4' DATE: ie L1Z_jt"'7= ZA !0 2. DATE: DUNE 2004 SEE SHEET 1 �� BL/ND FLG. PROP. 30" y'gTER PER 1R,4CT 10R�n C I.D. U-36/U-35 C�JUNT" �v OF RERSME S.A. 41/33 EASTERN MUNICIPAL WATER DISTRICT W.O. 10825 C.O. TRACT NO. 28787, 28788, 28789 AND 28790 COORD. 23-C-3 RECYCLED WATER PLAN AND PROFILE SHT. 6 OF 6 LA PIEDRA ROAD 1 NOTE: SAID OFF —SITE ACCESS ROAD SHALL BE THE NORTHERLY EXTENSION OF EVANS ROAD TO NEWPORT ROAD. 0 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WOMaM DAYS BEFORE You = OFF —SITE ACCESS ROAD PER TRACT 28787 SEE TYPICAL SECTION ON SHT 2 NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN11L AN ENCRL14CHMENT PERMIT AND/OR 04DING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. IN THE UNINCORPORA TED TERRI TORY OF THE CO UN TY OF RIVERSIDE, STATE OF CALIFORNIA STREET IMPROVEMENT PLAN TRACT NO. 28789 1� �. ,( Quo= 4.7 CFS Q 1 oo= 7.9 CFS Q 1 oo= 7.4 CFS QIo= 2.5 CFS Q 1 oo= 4. 1 CFS r- W/NTERHA WK ROAD EXIST. W/NTERHAWK RD. IMPROVEMENTS PER COUNTY OF RIVERSIDE FILE 901-00 26 p 0 0 p 0 p 0 86 -_ 0 L 77 0 p 25 0 0 35 -S�� 0 r 95 AL- 0 o 87 94 LEGEND & ABBREVIATIONS 24 0 0 36 0 I 93 p 0 96 4 f 76 0 0 ^p , CBj4 89 9' 92 p BCR BEGIN CURB RETURN CHAIN LINK FENCE p p 8 CB15 0 .0 ECR END CURB RETURN EXISTING BUILDING 23 p� 37 75 74 73 72 71 70 0 0 0 QU � p p 0 � ��'"' 0 0)0 LT. LEFT F.H. FIRE HYDRANT 22 0 38 67 p ti �./ 97 �1 RT. RIGHT EXISTING CONCRETE CL C/L CENTERUNE EX. ST. LIGHT 21 0 0 39 62 63 64 66 p 0 p 0 0 0 ELY, WLY EASTERLY, WESTERLY EX. SIDEWALK 98 61 65 r 06 0 0 0 100 99 � SLY, NLY SOUTHERLY, NORTHERLY EX. FIRE HYDRANT 20 0 40 0 0 0 0 O CB#2 102 101 _ TC TOP OF CURB DIRECTION OF FLOW F � 103 60 0 107 105 104 ...�� « L FLOW U N E 19 0 p 0 0 EP EDGE OF PAVEMENT .: ,PROP. SIDEWALK, 41 1 f 108 1 1 S 1 19 P.C.C. PD/NT COMPOUND CURVE PROP. A. C. 0 42 0 p 116 1 17 -- - TRACT BOUNDARY 18 \ 0 59 p 0 1 1 1 112 1 13 1 14 115 O 0 120 C.B. CATCH B41SIN 54 Q SAWCUT AND REMOVE 109 Q p � PROP. STREET LIGHT 0 p43 O 0 56 55 CB#6 p 0 0 p PROP STREET TREES COLD PLANE 17 \ 58 57 53 0 0 0 - - INDICATES SET 1" LP. MONUMENTATION 0 44 (� 110 0 OFF SITE IMPROVEMENTS 16 0 - ��'�T"""— 121 PROP. PROPOSED p p R/W RIGHT OF WAY BVC BEGIN VERTICAL CURVE STR. STREET � 15 0 045 50 51 520 , �� 0 0 0 0 Mvc M/DOLE OF VERTICAL CURVE 0 O 124 12, j 122 PRC POINT OF REVERSE CURVE 49 125 Q 10= 6 CFS EVC END OF vERT1cAL CURVE 0 47 48 0:11101, -i 0 0 CB 7 127 126 Q 1 oo= 10 CFS V C VERTICAL CURVE 14 Ui \ P/ P./. Q� Z 0 \ p 6 0 0 p ` O 31 130 129 128 POINT OF INTERSECTION SHEET NUMBER O LA PIEDRA ROAD 1 \ ,-- \ O 1 � \ � OFF —SITE ACCESS ROAD 01 12 V0 0 0 3 2 0 4 G p0\' 0 0 5 01 0 6 \/ 5 11 0 8 7 10 9 -100-� om' Quo= 154 CFS � � PIE ROAD D Too= 250 CFS �V REVISIONS N0. 010 0100 01001N CB/I 6.3 CFS 10.3 CFS 4.9 CFS C8 2 6.0 CFS 9.8 CFS 5.0 CFS CB/3 6.9 CFS 11.6 CFS 16.8 CFS CB14 7.1 CFS 11.9 CFS 16.9 CFS INLET 79.2 CFS 130.0 CFS SEAL —COUNTY Q�r ESS/p�,,, � C c, KHALED A. OTHMAN LU No. 33950 Exp. 6/30/06 CI V IL NPGw INDEX MAP ESCONDIDO FREEWAY NEWPORT ROAD INLET EVANS ROAD Q 1 o= 79.2 CFS Q 1 oo= 130 CFS PROJECT SITE LA PIEDRA ROAD 100 50 0 100 200 300 GRAPHIC SCALE: 1 "='100' COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT APPROVED BY: _ S No. 22446 9-30-08 EXPIRES sqp CIVIL DATE: 10 DATE: LA PIEDRA ROAD CC ALBION LANE o (VACATED) 0 z Q HOLLAND ROAD D � VICINITY MAP SEC. 2, T. 6 5., R. 3 W. BENCHMARK: SIf;&&W,, MTO & PIERCE IAA' 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC OW EAGIV1EERS LAAV PCAAAll LAAV StRill CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 18195 MaOU/711I71T LAST, SZOF C MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA Rill CI01~ 92714 ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND (949) 8W-8822 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 EPA D ELEVATION = 1439.662 R.C.E. NO. 22446 io 0 SCALE: " ;� � , DATE: Y 2� HOR: 1 = 100, SHEET INDEX. SHEET DESCRIPTION 1 TITLE SHEET INDEX MAP, VICINITY MAP & INFORMATION 2 DETAILS, NOTES & QUANTITIES 3 LA PIEDRA ROAD 4 LA PIEDRA ROAD 5 SILICATE DRIVE - PRIVATE STREET 6 VERDANT CIRCLE - PRIVATE STREET 7 VERDANT CIRCLE - PRIVATE STREET 8 SILVER CREST DRIVE - PRIVATE STREET 9 OPALESCENT DRIVE & OLIVINE CIRCLE - PRIVATE STREETS 10 NEPHRITE CIRCLE - PRIVATE STREET 11 PEARL ITE WAY- PRIVATE STREET 12 EVANS ROAD 13 EVANS ROAD SCHEDULE "A" — IP#020101 SHEET NO. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 TITLE SHEET 13 OF SH TS FOR: M.E.F. HOMES, L.L.C. W.O. I COUNTY FILE NO. / 0 i � T IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA STREET IMPROVEMENT PLAN NOTE: SAID OFF —SITE ACCESS ROAD SHALL BE THE TRACT NO, 28789 NORTHERLY EXTENSION OF EVANS ROAD TO NEWPORT ROAD. NEWPORT ROAD (EXISTING IMPROVEMENTS) OFF —SITE ACCESS ROAD PER TRACT 28787 SEE TYPICAL SECTION ON SHT 2 Underground Service Alert Call: TOLL FREE 1-800 227-2600 M WOMB c oars BEFORE YW = THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. Q1o= 4.7 CFS Q 1 oo= 7.9 CFS Q1o= 4.5 CFS Q 1 oo= 7.4 CFS Q1o= 2.5 CFS Q1oo=4.1 CFS Q - O Q 1 o= 0 CFS n jW lJO o Q 1 oo= 0 CFS / R , 157 v, n� 88 ..� 29 0 84 , v = -- 85 88 87 v' �v ' 28 O J2 c 25 27 O JJ 85 0 78 79 80 82 83 84 0 26 81 • \ , , iiFililil h I V, Owl ��� IIII pllVllllll � • • • • 8 v10 9 LEGEND & ABBREVIATIONS WINTERHAWK ROAD EXIST. WINTEI?HAWK RD. IMPROVEMENTS PER COUNTY OF RNERSIDE FILE 901-00 CB#4 89 91 92 ° O BCR BEgN CURB RERIRN CHAIN LINK FENCE 8 C6 5 (fl ECR END CURB RETURN EXIS77NG BUILDING 0 " a 00 y O O O � 0 0)LT. LEFT F.H. FIRE HYDRANT 97 (�) RT. RIGHT EXIS77NG CONCRETE i o E{£- O 0 CL C/L CENTERUNE EX. ST. LIGHT O O O 99 98 ELY, WLY EASTERLY, WESTERLY EX. SIDEWALK 1O6 ^B 2 ° ° ° 101 100 SLY, NLY SOUTHERLY, NORTHERLY EX. FIRE HYDRANT 107 104 10J o t� 102 TOP OF OF CURB DIRECTION OF FLOW 1O5 M FL FLOW UNE : ; PROP. SIDEWALK O EP EDGE OF PAVEMENT PROP. A. C. 108 118 119 P.C.C. POINT COMPOUND CURVE 116 117 TRACT BOUNDARY 111 112 11,j 114 115 O O 120 C.B. DITCH BASIN -- � � SAW'CUT AND REMOVE 109 CB 6 O O PROP. STREET L�COLD PLANE O Q — Q PROP.STREET TREES 110 O — '' — O • !NDCATES SET 1' I.P. MONUMEWAT]bN OFF —SITE IMPROVEMENTS rvl 121 PROP. PROPOSED mm ° 0 0 O R/W RIGHT OF WAY BVC BEGIN VERTICAL CURVE O 0 STR. STREET MVC M/DALE OF VER71M CURVE 0 127 126 125 124 12J 122 Q 1 o= 6 CFS PRC POINT OF REVERSE CURVE EVC END OF VERTICAL CURVE o ° CB 7 Q 1 oo= 10 CFS V C. WRT>cu CURVE °131 129 128 IF Pl/P l POINT of INTERSECTION Iullllulµ SHEET NUA/BER O 1J0 \LA PIEDRA ROAD - \ \_OFF —SITE ACCESS ROAD 11o= 154 CFS, P�ED1'v` too=250 CFS n REVISIONS NO. 010 0100 0100NN 08/1 6..3 CFS 10.3 CF5 4.9 CFS CC812 6.0 CFS 9.8 CFS 5.0 CFS CBj.3 8 9 CFS 11.6 CF5 16.8 CFS C814 7.1 CFS 11.9 CFS 16.9 CFS INLET 79.2 CFS 130.0 CFS SEAL —COUNTY KHALED A. OTHMAN No. 33950 Exp. 6/30/06 CI V I\ - INDEX MAP ESCONDIDO FREEWAY NEWPORT ROAD INLET EVANS ROAD Q 1 o= 79.2 CFS Q I oo= 130 CFS PROJECT SITE LA PIEDRA ROAD 100 50 4 100 200 300 GRAPHIC SCALE: 1 "=100' COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT APPROVED BY: ,.�_ No. 22446 ExPREs 9-30-08 CIVIL DATE: F¢OQ IU (¢ os DATE: ALA PIEDRA ROAD 21 _ CA ALBION LANE o (VATED) W 2 ( HOLLAND ROAD VICINITY MAP N.T.S. SEC. 2, T. 6 S., R. 3 W. BENCHMARK: Sff W1�1,, PWN & POT K 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC 011 D1117WE& LARD Pimps LAW SUpfXWS CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 18195 /tMAW11191T EAST, Aff C MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA AW 04FOAMN 92714 ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWD 36' EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE FOUND (949) 8M-8m OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 'EP D ELEVATION = 1439.662 •Fr R.C.E. NO. 22446 ioI v SCALE: " �„ DATE: Y 2� HOR: 1 = 100, SHEET INDEX. SHEET DESCRIPTIOW 1 TITLE SHEET INDEX MAP, VICINITY MAP & INFORMATION 2 DETAILS, NOTES & QUANTITIES 3 LA PIEDRA ROAD 4 LA PIEDRA ROAD 5 SILICATE DRIVE - PRIVATE STREET 6 VERDANT CIRCLE - PRIVATE STREET 7 VERDANT CIRCLE - PRIVATE STREET 8 SILVER CREST DRIVE - PRIVATE STREET 9 OPALESCENT DRIVE & OLIVINE CIRCLE - PRIVATE STREETS 10 NEPHRITE CIRCLE - PRIVATE STREET 11 PEARLITE WAY - PRIVATE STREET 12 EVANS ROAD 13 EVANS ROAD SCHEDULE "A" — IP#020101 SHEET NO. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 TITLE SHEET 13 OF SHTS FOR: M.E.F. HOMES, L.L.C. W.O. COUNTYq k K FILE NO. I v / GENERAL NOTES 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER OR CONTRACTOR TO APPLY TO THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE; AND TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS MAY BE REQUIRED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE. • (951) 955-6885 3. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD NO. 816. 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE /N PLACE PRIOR TO PAVING THE STREET, INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO COUNTY STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED /N THE FIELD. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELLING PUBLIC AND WORKERS UNTIL THE FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. A TRAFFIC CONTROL PLAN MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO OBTAINING AN ENCROACHMENT PERMIT 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING. FOG SEAL & PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLONS PER SQUARE YARD RESPECTIVELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS 11. INSTALL STREET TREES /N ACCORDANCE WITH ORDINANCE NO. 460 AND 499. ALNUS RHOMBIFOL/A (WHITE ALDER), LIQU/DAMBAR STYRACIFLUA (AMERICAN SWEET GUM) & KOELREUTERIA BIP/NNATA (GOLDENRA/N TREE). 12. STREET LIGHTS SHALL BE INSTALLED /N ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER /S RESPONSIBLE AS A MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EXISTING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED TRAFFIC INDEX. 14. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING /N THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENT" DATED JUNE 1990. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES /S IMPLIED OR INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. 16. o) CONSTRUCTION PROJECTS THAT DISTURB MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPOES) PERMIT. OWNERS/DEVELOPERS ARE REQUIRED TO FILE A NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. b) PRIOR TO ANY CONSTRUCTION, THE DEVELOPER SHALL PROVIDE THE COUNTY WITH A COPY OF THE NO/ WITH A VALID WD/D NUMBER. 17 THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED /N THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT BOUNDARIES, UPON THE REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. 18. EXISTING STORMDR41N PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST /N THE PROJECT WCINTY) MUST BE REPAIRED, AND/OR CLEANDED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS DIRECTED BY THE TRANSPORTATION DEPARTMENT. N'LY/W'LY R/W IN THE UNINCORPORATED TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA STREET imppn111=A11FNT PI AN 44' EX/STING IMP. - EVANS ROAD - PER TR, 2871 FUTURE IMP. - LA P/EDRA ROAD zq) TRACT NO. 28789 m 0 m S'LY/E'LY ~ R/W 88' PROJECT SITE 32' 12' 15, VARIES 6LMD EASEMENT 7.5' S/W MIN. I 2:1 MAX. 1 2 6' ZI O.G. I 2:1 MAX. TYP. DRY UTILITY TRENCH GAS, TEL., CABLE AND ELEC. TYPICAL SECTION N. T. S. EVANS ROAD - LA PIEDRA ROAD EVANS ROAD - FROM STA. 30+62.81 TO STA. 49+73.06 LA P/EDRA ROAD - FROM STA. 24+95.69 TO STA. 37+41.70 RIVERSIDE COUNTY STD. NO. 102 A.C.= 3» _ OVER A.B.=_ 4» _ T. L = 7.5, PREL. R VALUE = 70 32' WIDE 112 STREET IMPROVEMENTS TO TRACT BOUNDARY (SEE SECTION BELOW FOR OFF -SITE 32' WIDE ACCESS IMPROVEMENTS) R/W 60' 14' FUT. IMP. 32' ACCESS ROAD 14' FUT. IMP. 8' 16' 16' 8' 1' AB 1 ' AB 1 I 2% �2% 2� �- N'L Y/W'L R/W PROJECT SITE 2:1 MAX UNDERGROUND STRUCTURES ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS AND I THOSE SHOWN ON THE RECORD EXAMINED ARE INDICATED WITH THEIR APPROXIMATE - I -LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO AGREES TO ASSUME LIABILITY AND TO HOLD 2:1 MAX• I UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT 7YP, DRY UTILITY - INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT REPORTED TRENCH GAS, TEL., OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR /S REQUIRED TO TAKE DUE CABLE ELEC. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. UNAUTHORIZED CHANGES & USES CAUTION THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE /N WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Underground Service Alert Call: TOLL FREE 1-800 NATIONAL POLLUTION DISCHARGE 227-2600 ELIMINATION SYSTEM M woRKM DAYS BERM YW M PERMIT NO. 833J300092 TYPICAL SECTION rlkwj&-j EVANS ROAD - WINTER HAWK ROAD RIVERS/DE COUNTY STD. NO. 106E MODIFIED SECTION "B" (NO A.C. DIKE) A. C. _ 3 OVER A.B. =_ 4" _ T./. = 7.5, PREL. R VALUE = 70 0 al Y � H 88' 12' 32' q 60 6�' 1 S/ h' OWNER/APPLICANT 2, 32' 2/O _ N. T. S. RIVERS/DE COUNTY STD. NO. 102 A.C.= 3 OVER A.B.=4" _ T. 1. = 7.5, PREL. R VALUE = 70 LEGAL DESCRIPTION: DEVELOPERS PARCEL 3, OF PARCEL MAP 27285 MEF HOMES LLC AS PER PARCEL MAP RECORDED /N 1000 DOVE STREET # 100 BOOK ___, PAGES __ - __, NEWPORT BEACH, CA. 92660 OF PARCEL MAPS, RECORDS OF (949) 660-8988 RIVERSIDE COUNTY. SAWCUT 1' MIN. INTO EXIST. PAVEMEMENT 2' MIN 0.10' MIN THICK AC OVERLAY a 14V16WENT OVERLAY JOIN DETAIL NOT TO SCALE R/W R/W 60' CONSTRUCTION NOTES AND ESTIMATED QUANTITIES QUANTITIES ITEM ON -SITE lO- CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS ll (289, 367 S.F.) 5,209 3,537 2O- CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 12,153 CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 2A CONSTRUCT TYPE A-6 CURB ONLY PER COUNTY OF RIVERSIDE STANDARD NO. 201. 222 (D-CONSTRUCT CONSTRUCT SIDEWALK PER COUNTY OF RIVERS/DE STANDARD NO. 400. 66,885 4�- INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. 11 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. 19 7a- CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. 30 B�CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERS/DE STANDARD NO. 209. 5,931 9a- REMOVE EXISTING BARRICADE 120 11 CONSTRUCT BARRICADE PER R/V. CO. STD. NO. 810. 72 12 SAWCUT, OVERLAY & FEATHER JOIN 1,670 13 INSTALL CALTRANS TRAFFIC DELINEATOR TYPE "F" 4 INSTALL STREET TREES (PER LANDSCAPE PLANS) 144 UTILITY TRENCH 5,323 "ROADWAY EXCAVATION'PROJECTS WITHOUT A GRADING PLAN 5,359 INDIVIDUAL LOT DRIVEWAYS PER PRECISE GRADING PLAN 131 10' 20' 20' 10' ASPHALT EMULSION 11 4' 6' 8' 12' 12' 8' 6' 4' INSTALL 100 WATT, 9,500 LU., L.P.S. ST. LIGHT PER R/V. CO. STD. NO. 1000 18 W. (SEE STREET LIGHT PLAN) INSTALL 200 WATT, 22,000 LU., L.P.S. ST. LIGHT PER R/V. CO. STD. NO. 1001 8 3 1 3 I (SEE STREET LIGHT PLAN) 2 2 2% STORM DRAIN MA/TAINED BT RCTD 26 R. C. F. C. D. & W. C. D. L 1 NE "A" - PROJECT # 0-4-173 TYP. DRY UTILITY _TYPICAL SECTION TRENCH GAS, TEL., STORM DRAIN CONSTRUCTION NOTES & QUANTITIES N.T.S. CABLE ELEC. SILICATE DRIVE, VERDANT CIRCLE & SILVER CREST DRIVE QUANTITY PRIVATE STREETS - "NOT COUNTY MAINTAINED ROADS" ITEM R. C. F. C. D. R.C. T.D. RIVERSIDE COUNTY STD. NO. 104, SECTION A CONSTRUCT 18" RCP - 444 A. C. 3__ OVER A.B.=-4" - T 1. = 5.5, PREL. R VALUE = 70 CONSTRUCT 24" RCP - - CONSTRUCT 30" RCP - - CONSTRUCT 36" RCP - - CONSTRUCT 60" RCP 523 - R/W R/W 60' CONSTRUCT 66" RCP 1510 - 12' 18, 18, 12' CONSTRUCT 72" RCP 1139 - 6' 6' 8' 10' 10' 8' 6' 6' CONSTRUCT C.B. PER R. C. T. D. STD. NO. 300 CONSTRUCT LOCAL DEPRESSION PER R.C. T.D. STD. NO. 311 - 7 S'LY/E'LY I 3 1 3 I CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.& W.C.D. STD. R/W 2 2% DWG. N0. MH 251 12' 6' 6' _2r CONSTRUCT MANHOLE NO. 2 PER R.C.F.C.& W.C.D. STD. DWG. NO MH 252 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.& W.C.D. STD. DWG. NO. MH 254 ITY _ TYPICAL SECTION R TRENCHGAS, TEL., CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.F.C.& W.C.D. N. T. S. CABLE ELEC. STD. DWG. NO. JS 229 OLIVINE CIRCLE, OPAL CIRCLE, NEPHRITE CIRCLE & VERDANT CIRCLE CONSTRUCT CONCRETE HEADWALL & WINGWALL PER L� 18" PRIVATE STREETS - "NOT COUNTY MAINTAINED ROADS" CALTRANS STD. PLAN D90 TYPE A RIVERSIDE COUNTY STD. NO. 105, SECTION A CONSTRUCT TRANSITION STRUCTURE NO. 3 PER R. C. F. C. & W.C.D. A. C. _ '3" _ OVER A.B. =__4 " _ STD. DWG. NO. TS 303 I T.l. = 5.5, PREL. R VALUE = 70 CONSTRUCT 60" C.S.P. (14 GUAGE) CONSTRUCT 54" C.S.P. RISER (14 GUAGE) CONSTRUCT CONC. COLLAR PER R.C.F.C.D.& W.C.D. STD. 803 ASSESSORS PARCEL NO. TRACT 28789 357-083-026 357-083-035 357-030-037 REPRESENTATIVE STEVENSON PORTO & PIERCE INC. 18195 Mc13URMOTT EAST, SUITE C IRVIN& CALIFORNIA 92714 (949) 660-8822 TOPOGRAPHY SOURCE: SOILS ENGINEER ARROWHEAD MAPPING GLOBAL GEO-ENGINEERING, INC. 673 S. COOLEY DR. SUITE 102 2712 DOW AVENUE, SUITE 8 COLTON, CA 92324 TUSTIN, CA. 92780 CONTIGUOUS OWNERSHIP: THE OWNERS REPRESENT THIS TO BE THEIR ENTIRE CONTIGUOUS OWNERSHIP UNLESS OTHERWISE NOTED. ZONING AND LAND USE EXISTING ZONING: S.P. 140-W PROPOSED ZONING: S.P. 140-W PROPOSED LAND USE. RESIDENTIAL EXISTING LAND USE.- VACANT SURROUNDING LAND USE. VACANT 4 8 1 9 1 1 25 1 1 UTILITIES: WATER E.M. W.D. , 24550 SAN JACINTO STREET P.O. BOX 858, HEMET, CALIF. 92343 (951) 925-7676 ELEC. S.C.E. , 26100 MEN/FEE ROAD ROMOLAND, CA 92580 (951) 943-8291 TEL. VER/ZON TELEPHONE CO, 1-800-922-0204 GAS. SOUTHERN CALIFORNIA GAS CO., 3700 CENTRAL AVE RIVERSIDE, CALIF. 92516 (951) 884-9411 SEWER E.M. W.D. , 24550 SAN JACINTO STREET P.O. BOX 858, HHMET, CALIF. 92343 (951) 925-7676 SCHOOL DISTRICT.• MEN/FEE UNION SCHOOL DISTRICT UNIT A. C. TON A.B. C. Y. L.F. L.F. S.F. EA. EA. EA. S.F. L.F. L.F. L. F. EA. EA. L.F. C. Y. EA. TONS EA. EA. LF. UNIT L. F. L.F. L.F. L.F. L.F. L. F. L.F. EA. EA. EA. ►00 SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENC"CHMENT PERMIT AND/OR GRADING ESS/ APPROVED BY: S%fIsI )VlQ itP/aff IK 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. OW EAGOWERS LAND PLAW06 LAND SURVFYI7RS CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF MURRil I 18195 AA&MWTT EAST, SW ROADIE 1TA 5 FEET SOUTHEAS�ROAD AND NEROF THE MOST EASTERLYROAD, 246 FEETTOFFTWO R36 TA TRACT NO. 28789 2 KHALED A. OTHMAN _ /RNNE, "GY M 92714 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 No. 22446 (949) 860-8822 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 DETAILS, NOTES & QUANTITES FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN A Exp. 6/30/06 Q / 7 d EXPIRES HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `�,q CIVIL �P Cv. OTHMA DATE: `%q�. CNI� ��a`Y PREMF:S RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND c�.�E� R.C.E. N0. 22446 OF SHTS. 13 REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY (BARK REVISIONS AM. DATE 10 - 14, o� SCALE: COUNTY q Q ENgNEER COUNTY RECOMMENDED: BOYL ENGINEERING DATE: O DATE: i �•� HOR: VERT: FOR: M.E.F. HOMES, L.L.C. W.O. FILE NO. I�V FUTURE T. C. GR" AT 3 LEFT 100. p' VC poll.= 450.60 23f O 30 MI/C Li ROPOSZ D T. 0: GRAD AT 32 LEFT 1450 0 $ N O 1450 LEFT T=0.54% _ g LEFT o� $� g^ Wt FLIT RE CENTERL/NE GRA � i a oo� g w a � ,d v O�v � �•=_, _ h PROPOSED FS. C0 /L _ 6 o 1450 —908 1450 C.L. � �� ,off o�, � � ��. C.L. FU RE T. C. GRADE AT RIGHT a100.00' Vc. PV/=1450.37 N ' O O 23f22.60 MVC 100 qp • `,G, �o V ?�= 744.9 EXISTING GROMMO AT C/L . V v 50.97 .•r, LitROf'OSED T.C. BRAD AT 32 RIGHT -°� W kz V 1450 —6— h g O 1450 RIGHTr=o.5o� °o RIGHT �� $N p1< v � �� ') N —0.68,;' PROFILE SCALE: HORIZ. 1 "=40' VERT. 1 "=4' 24*00 25*00 26*00 27*00 28*00 29*00 30f00 31 *00 32*00 5� SILICA TEDRIV/E 28 66' STORM DRAIN SEE SHEET %V 5 00 • EVANS ROAD SEE STORM DWN PLANS SfiffT 4 OF 9 SHEETS SEE SHEET A40. 12 RCFCD DNG AV 4-809 12' 32' 32' 12 SE£ STORM AWN PLANS �RP I SHEET 4 OF 10 SHEETS 10 8 7 6 5 4 3 2 1 RICFCD OWfG M0 4-810 PROP. IMPROVEMENTS Y 9 W m \ PER TRACT 28787 I I I I N N h I E.C.R. B.C.R. oti E.C.R. a LOT 48' sTaw D�INN — 4 LOT 133 R/W 4 S££ sTaPM ORaN PUNS W LQ SHEET 5 OF 9 SHEE75 0 RCFCD D#V NO 4-809 w 24 7 2 _ 2s W 26 27 28 29 30 31 32 Z \ 9 N7373'03 _ � A TRACT BUNf4RY /SE[� / RCF.C. & W.C.D. PLANS � v ---- =ao FUTURE IMPROVEMENTS FUTURE RIGHT—OF—WAY / cl �, IIII I IIII TRACT NO. 28791 c��� z I CONSTRUCTION NOTES VACANT LAND �kk/cA• / 4�' I I I I I I I I 1� CONSTRUCT 0.25 A.C. OVER 0.33 A.B. CLASS 11 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD N0. 205. LA PIEDRA ROAD Underground Service Alert Call: TOLL FREE 4 1— 800 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD N0. 400. 4� INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. N0. 816. CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. GRAPHIC SCALE 40 0 20 40 80 REMOVE EXISTING BARRICADE 2 2 7 — 2 o 0 0 12 SAWCUT, OVERLAY & FEATHER JOIN 1 inch = 40 ft. TWO WORKING DAYS BEFORE YOU DIG SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" — IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT m����y� ry�pT ry�/+� �//� 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING E�/Q�/� APPROVED BY: ESS7c�, S/L►'L/I.N/71 !"V O & r/L/fld IA . CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN ISSUED YS7fV''rl CML [AA/D FRS T11A/D SURVFy�YPS MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS � ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36• TRACT NO. 28789 18195 AAcDY/RIUOTT EAST, SXff C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND c� KHALED A. OTHMAN TRkW,, C L FORA14 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE tt! No. 33950 V lI 7`/ 0 No. 22446 (949) 660-MW ELEVATION = 1439.662 LA PIEDRA ROAD FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 EXPIRES FROM STA. 24+31.32 TO STA. 32+11.98 BC HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL KHALED 0 T H DATE: 9-30-08 s �P a�P P OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE DATE PREPARED: I9 CIVIL '9TF¢CIVIL D�t PRER.C.E. NO. 22446 OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND qc CA��F REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �,� BY MARK DATEREVISIONS /_(T— ICJ 1¢ 01 DATE: �� le E• " " FOR' M.E.F. HOMES, LLC. W.O. COUP ENGINEER COUNTY RECOMMENDED: BO E ENGINEEING DATE: J E. ST 0 HOR: 1 = 40 VERT, 1 = 4 FILE NO, AV. RADIUS DELTA LE711GTH TAIIIGENT A 140�00.0�0' 148.00' 74�.0p7' B I368.010' ^0�6..325' O 25 21 ' 81.72' 40.07' C 1432.00' 03.1223' 80.14' 40.08' D 35.010' 87384' 53.53' 3.3.58' 24f00 Zg 00° EVANS ROAD SEE SHEET NO. 12 � � I I III ICI \ PROP. IMPROVEMENTS \ \ PER TRACT 28787 \ y� 48" STORM DRAIN SEE STORM DRAIN PLANS SHEET 5 OF 9 SHEETS CL RCFCD DWG N0. 4-809 7 24 I� IS 01 � Underground Service Alert Call: TOLL FREE 1— 800 NO. W/US DELTA LENGTH TANGENT AO 1400.00' 06'325' 14600' 74.07' 1 1368. 00' 0325 21 ' 81.72' 40.87' OC 1432.00' 03°1223' 80.14' 40.08' OD 35.00' 87'38 4' 53.53' 33.58, 227-2000 TWO WORKING DAYS BEFORE YOU DIG NOTE ° WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 25* 00 66' STORM DRAIN 26*00 SEE STORM DRAIN PLANS / SHEET 4 OF 9 SHEETS RCFCD DWG. NO. 4-809 10 W N N N E.C.R. 4 25 I LOT 133 27*00 0 7 245*00 on 226 27 N7323'03 E _8 TRACT BOUNDARY 5 RIW 29*00 4 3 30*00 2 1 W� N 0 B.C.R. 29 — 30 — — �j FUTURE IMPROVEMENTS FUTURE RIGHT--OF-WAY -_ II I I TRACT NO. 28791 CONSTRUCTION NOTES VACANT LAND II I I I I I 1& CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS II 2O- CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 1 PIEDRA /? OA D 3a--- CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. 4a- INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. 7D- CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. REMOVE EXISTING BARRICADE 12 SAWCUT, OVERLAY & FEATHER JOIN SEAL —COUNTY UUUN I Y OF KIVLKSIUL TRANSPORTATION DEPARTMENT �oQ "UFESS/C APPROVED BY: F� CO c� KHALED A. OTHMAN No. 33950 `!� V �! 7la Exp. 6/30/06 d�>� OTHM6.DATE: CIVIL ��P DATE BY MARK APPR. DATE CA`�� N ` ' /U(-'- 10 - l4-' 22 ENGINEER REVISIONS COUNTY RECOMMENDED: BOYLE ENGINEEING DATE: 31 f 00 32f 00 SILICA TEDRIVE SEE SHEET NO, 5 44' 44' 12' 32' 32' 12 66" STORM DRAIN SEE STORM DRAIN PLANS SHEET 4 OF 10 ,SHEETS rE RCFCD DWG. NO. 4-810 m z E.C.R. d o 4 LOT � 132 W 31 32 SEE LINE A "� Q / R. C. F. C. & W.C.D. PLANS SEAL BENCHMARK: 2.2 CH Essigr 5)ZYN50N, PORTO � PIERCE INC. MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF STEV��� MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA �'l CML ENGINEERS LAND PLANNERS LAND SURVEYORS' ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' 18195 McDURMOTT EAST, 56117E C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND IRl4NE, CALIFORNA 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 No. 22446 (949) 660-8822 EXPIRES ELEVATION = 1439.662 9-30—OS CIVIL PREP R.C.E. NO. 22446 DATE PREPARED: 9TF¢ CA1aF�� SCALE: J E. ST NSO DATE: n l� ZOO HOR: 1 " = 40' VERT 1 " = 4' GRAPHIC SCALE 40 0 20 40 80 1 inch = 40 ft. SCHEDULE "A" - IP#020101 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 LA PIEDRA ROAD FROM STA. 24+31.32 TO STA. 32+11.98 BC FOR: M.E.F. HOMES, LLC. W.O. COUNTY FILE NO. SHEET NO. OF 13 SHTS. o Underground Service Alert Call: TOLL FREE NO. R401US DEI TA LENGTH TANOENT GRAPHIC SCALE (A> 1430.00' 16'5326' 421.56' 212.32' <B> 1462.00' 16'5326' 430.99' 217.07' C 1398.00' 16'5326' 412.12' 207.57' I — n U U 40 0 20 40 80 227-2600 TWO WORKING DAYS BEFORE YOU DIG 1 inch = 40 ft. SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" — IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE RNVS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UN77L AN ENCRAACHMDVT PERMIT AND/OR GRADING QRoFESS/ APPROVED BY' Essy SIfiVF R MTO & PIERCE 1AV CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF STfVc�,� MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. "yl CH iWNEERS LAND PMWRS LAND SURIfnNS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" L� 18195 AACLURWT EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 4 y OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 c� KHALED A. OTHMAN �, )� � � /RVINE, CAL/FOYdMG4 92714 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 �'6p / 7 No. 22446 (949) ssa8822 ELEVATION = 1439.662 LA PIEDRA ROAD FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 EXPIRES HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ALE OTH DATE: 9-30-08 FROM STA. 32+11.98 TO STA. 37+41.70 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE 'P� CIVIL �� q� CIVI1. ��P PREP DATE PREPARED: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9� F¢o� - - R.C.E. NO. 22446 OF 13 SAS, REVISING THE PLANS FOR APPROVAL BY THE COUNTY. �� [NARK REVISIONS �� CA`\� ✓ j - IU ` I�} US DATE: ���� SCALE: _ VERTU = 4'rCOUNTY ENGINEER COUNTY RECOMMENDED: BOYL ENGINEERING DATE: JOi9 SIEVE o HOR: 1 4D 1 FOR: M.E.F. HOMES, LL.C. W.O. FILE No. PROFILE SCALE.:] ,I , !i J Underground Service Alert Call: TOLL FREE 32f00 ti t 33* 00 130 I 129 `ap n '19 ~ 33 r— m,��� C m m FUTURE IMPROVEMENTS 0 w 128 !L:m �lili! i!!!i=ii i!!i!i! il�i! i!i!!iilil-ililil i!i!'!i!i! i!i!i!i! �Jill 127 t._-- 60" STORM DRAIN CET' CTnflAA nDAIA/ O/ WN01 /7 /w 125 irrH(I i /Vv. zo l VACANT LAND 4 PIEDRA ROA PRIVATE STREETS - "NOT COUNTY MAINTAINED ROADS" NO. R40/US DELTA LENGTH TANGENT A 1430.00' 1615326" 421.56' 212.32' B 1462.00' 1615326" 430.99' 217.07' C 1398.00' 16'5326" 412.12' 207.57' 1- 8 0 0 227-2600 TWO WORKING DAYS BEFORE YOU DIG mmommimm NOTE ° WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS APPR. I DATE 124 12J I / / PROPOSED RIGHT-OF-WAY DRAINAGE EASEMENT MAINTAINED BYRCTD SEAL -COUNTY oQ�OFESS/,l c3 KHALED A. OTHMAN � No. 33950 Exp. 6/30/06 CIVI\_ OF (-M \F 38f 00 CO v ROipN P���o5�0O�EXISTING STREET IMPROVEMENTS 5�1, IAp PER TRACT 29861 UN�i, E CO. FILE 925-II 1tz 2 COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: cw___/0 /,l7 oa K ALE A. OTH DATE: /di _ )l-" 6 U` I g' c) RECOMMENDED: BOYL ENGINEERING DATE: !i!ili�l !i!iliil lis�li CONSTRUCTION NOTES 1>-CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS II f_ CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200, CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 3� CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. 12 SAWCUT, OVERLAY & FEATHER JOIN SEAL BENCHMARK: �7 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC FESS/ SORSON PORTO & PIERCE K CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STEV� CML ENGINEERS L4N0 PLANNERS LAND SURVEYORS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" O o 18195 MCDURMOTT EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND 2 Z /Rff,, CAZIFORN14 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 No. 22446 (949) 560-8822 ELEVATION = 1439.662 {r EXPIRES % gT9CIVIL Q PREPARED B DATE PREPARED: F¢C�FpR�\ R.C.E. NO. 22446 kOH . STEVENSON'DATE: ��rG ZOd SC HOR:: 1 " = 40' VERT, 1 " = 4' GRAPHIC SCALE 40 0 20 40 80 1 inch = 40 ft. SCHEDULE "A" - IP#020101 SHEET NO. COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 4 LA PIEDRA ROAD FROM STA. 32+11.98 TO STA. 37+41.70 OF SHTS. FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY FILE N0. �as¢9 Ci _. rry F: Li r ~ V V p O 4/4 ¢ " o P� 14.37J2 PROPO.�'E!) T. GRA EAT 20' LEFT �'� D~ 100.0VC. Et '� 100.00' V C. O � PL/1=1 35.82 W • 8S$ + °' Ci Ci PI//=14. f 70 __ 19*01 o MIAC FUTURE T C. G DE A T 20 L EFT 1440 ° 0Nc 1440 LEFT `� , � � � h � � o ^ ^ ° N ,� • " o �, `' � m v ,� ,� � o v ,� " O O qp '� o o LEFT op ^ ,� D h " �j� pry Oco Oo� Ob O� " "•••• �� N�1 '� h ;L1 O g� pp g g C1V O O ►�� O,.Oh hb Ob hb h I: O r� O p oN - -0..5OX r h hh + r.� g •� ° -o� ��, �� {o Ci i'a 'ci V `OF l �F - �,. • " -o (_0S0 O ^ ► + 1� v 0.5= 4.82$ 0.50x O V C 3Bt �� 12 01 4`3i'•34 O v 4Vb FL. '71r" GU R - 0.50R' •.00 ^ Op -4 100.00' VC. ° �. 100. vc. ' " PRO SED F.S. ® C L i PI�/'=143� 70 V h *00. 0mv s$ ,� O ° W 17foo 1O V 19fao. o Mvc FUTURE CENTS /NE GRADE 1440 ik %�+ ^ a� o v �� �; cs v v c� c� t v o v o v o v v C. L. " �a o "o oh " �"�O �, �On�j �O^ Oos g °o� °� ��►� VO C3 Ci IZZ -o. so9 ^ © PW-14t3729 " 4/4 4V4 �4 ... � Ci ._.. fXISrwG GROUND Ar c/L , 1LXLlK! VC. L=36.6.3 L=.39.2T - 10aO"Y.C. ' PW.=14,3 70 B _ Pl/1=1 35.82 v PROP0.5'E T. C. GRADE AT 20 /GHT 19foo. 0 VVC __ FUTURE T. C. G UE AT 20' RIGHT • 17*00.00 MW 1440 " " o g 0 1440 1. RIGHT h g . N D W Ci c; V V ca k: "' ° N m �' �' ~ o, ° o °o 0 o RIGHT "�� gtp pop O•• O O �j p� O�: Dh h ��gh DN �� DID o �o,,N a h v° h w io4) hb o'� hb oh ^.. '�'ti h ►�...pp� hit D .o •� ©i"cV: "� � � p � ")rcjhh �h Oh Nh h� A, FL. '�1'" GU R - 0.50X PROFILE SCALE. HORIZ. 1" 40' VERT. 1 "=4' �J 12 DO 140 10*00 11 *00►+13*00 0,1�111, e 9 LE 15*00 16*00 17*00 19f00 20*00 I I 21 *00 22*00IROLoE18f00 ,�VEREsDANcs o 11 I ���"' 200 10+ + �' I v �" sx � � _ � � ROAD �? s`b �,� w \ oI 52 5J.� � 54 Z l�� 65 p�ED� 3 � s.�y, �\ �, �i l 0 cJi�, 0� SEE SNP ,µ' \� 4 0 , In I " 6C 4 5Z /c� xgg j55 GI RIvE QQII 4+. 12 0 �° �� $\ .C•R• ''' `� EAR S �jx�5• ENT o. 9i- 32 +� \ ,� B r�; 1,_ R/►►' - / lax ,Z TRACT NO. 28789 A�Esc N 11 ,� /J - - - 32 v �F L 492 L-39.77' '� 84 ® _ - wo N % �. OP / 12 w-•1 `$ ; $ ` 8 L_37.45'E�R 66 12, o - w \� C. ep --- 85 ,.g ••--�•� 6 7900 ,� �� ' '� 1.3___ � l�362� t4. -. • z 7�z �/1 , / =}- `\ - \ .� � ,� �� � � �-�=-==._`� � /rye - !� \ d O zw A 41 �`69�N O Z �2 R• /// j/ ' � w G• L=66.49' � .,_ , �2j y� �8�`� �'2`' � 4 / ' �9 ' FUTURE IMPROVEMENTS k /s�/M� �'2c• �9- - % FUTURE RIGHT-OF-WAY o 36,57pW G 4 g C.R � � ,,..., B,C.R• � \ \\ N, 66' STGVPM OR4/N �, 73 =6BSy• - � irk �' �S1•�7 41 / / / \ \ 80 SEE STORM OR4/N PLANS � 1435- � " L=77.89 � ��GTr N2 / r \ 109 SHEET ET DWG. 10 SHEEN ''s�� �� / _ _ \ I 108 \ / B c.R• „ 131 RDANT CIRCLE 6 j, K �B z \ \ �\ �� $ �\ VE sH sa NO t.�' O 4 �o / e�0 \ n 10� G� L=42.63' 50.0>' L=40•69' �� 0 L= ,& Qe ROlat CURVEDA TA G� � h J�°' c? a I go cn, V �1 0� �V� . �1rnRA_ . _a� /� ►� �./ �4, \ Z nnnicTr�i inTinni ninT�C 119 /Ir rE SHED T Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NO. R4A/US &qrA LE1 N TA1 f" A 35.00' 90*00,00, 54.98' 35.00' B 35.00' 91700'00" 54.98' 35.010' C 395.010' 17" 18" 12332' 62.17' D 375.00' 44 4 8' 288.43' 151.77' £ 355.00' 41:36'12' 257.77' 134 86' F 395.010' 12'13'5' 84.23' 42.28' G 340.00' 7'50'18' 46.51 ' 23.29' H 300.00' 4137'31 " 217.95' 114.04' / 340.00' 2149 a7' 129.52' 65.56' ✓ 320.00' 49'14 52' 275.05' 146.67' K 25.00' 835656' 36.63' 22.49' L 25.010' 90,00,010, 39.27' 25.00' A(O. R401US AELTA LEWTH rAAKDNT �5k /p0 �'I v ' ?, �l � h Q Q Ilk 90 - �• •• ,J • v �• �• L .� l6' I / / /� UU 86 �\ 1 1 2g1 NO A 5.010' 90•AO'00" 15.71' 0 ��'�• T DRIVE T Rl 1 �8. r sDENt & CONSTRUC 0.25 A.C. OVER OX A.B.AB CLASS B 5.00' 360'AO'00" 31.42' 0 ?. N�c�, I Q % �\ nPA�E r2 -CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. ENO ,0 `� 3�CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD N0. 400. 4 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO 816. CONSTRUCT CURB RAMP PER COUNTY OF RNERSIDE STANDARD N0. 403, CASE A. SILICA TE DRI VE 7�CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD N0. 901. GRAPHIC SCALE 8a-CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD N0. 209. 40 0 20 40 90 11 CONSTRUCT BARRICADE PER R/V. CO. STD. NO. 810. 1 inch = 40 ft. NOTE WORK CONTAINED WITHIN THESE PLANS SMLL NOT COMMENCE UNTIL AN ENCR01CHMENT PERMIT AND OR GMDING PERMIT H4S BEEN ISSUED. SEAL -COUNTY QF#E /q�l 44 c� KHALED A. OTHMAN �, `a- No. 33950 Exp. 6/30/05 `r�q�, CIvI\_ CA1 �F COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: !/ 7/0 r HA L A. OT AN DATE: / �� l 1 �Q US RECOMMENDED - BO LE ENGINEERING DATE: SEAL_ E STfV y � No. 22446 yt EXPIRES N 9-30-08 q�F¢CIVI�Lr��a�P ]�/� ry��ppT ry�/+� ,N �"'�"RS / RAA �' r,�`L f& CML E/IK�YNEERS LAND PLAN/VL�RS LAND Si/RVFYtrMS 18195 IL"i'MOTT LAST, SUIE C lRI4NL; C1L/FORAIG4 92714 (949) 660-B822 BENCHMARK'• 2.2 MILES SOUTI-ALONG MURRIETA ROAD FROM THE CATHOLIC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 ELEVATION = 1439.662 SCHEDULE "A" - IP#020101 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 SILICATE DRIVE FROM STA. 10+00.00 TO STA. 18+44.81 TR. BDRY. SHEET NO. 5 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL ROR DURING ESPONSIBLECONSTRUCTION, DETETHE PRIVATE NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE PREPARED: OF 3 SHTS. 0f PRE D R.C.E. NO. 22446 J DATE: �� �d ZOd �►� MARK REVISIONS APPR• DATE SCALE: HOR: 1 " = 40' VERT, 1 " = 4' FOR: M.E.F. HOMES, L.L.C. W.O. OOUNTYXK FlLE N0. ENGINEER V Ci O �^ O POR. 700' l!C. 414 o - PROPOSE - _ F a�4 W o .-- AT 20' LEFT D T C GRAF - _ -- - - 100. o ' V. C. - • 100.00 V. C. - - PVI=1434.70 -; 19f00. O MVC FUTURE T C. G DE A T 20 L EFT -_- -- WW U 17*00.00MVC - - - V _ 14401440 ^ o " w ^ o " p m v m v 'W v ^ -�-� ^ ° o o °o o LEFT _ h ors oh op "h ao h p "� " - �- � `n h h h " h h � - - _ _ - ---- 00J O *,T -0.501"tij�9FL. X" GU ER --0.829° •0 R 0.50$ - - - _72f7= 43j,3yr O _ 6 FL "X" GUTT R - 0.50� 0. - 2% ?38� o " V 01 O M/iC - W V - - k�61 - 14 \ Q �U \ � �' 100.00 VC. \t� � v ). 0 �-- . 100.0 VC -- - -- ip- u --PRO SED S. © /L QC PV/=1 35.84 - - - 17*00.00 MVC 19fo0. o MVc F(JTZE CENTS /NE GRADE _ _.. 33 O ^ m ��v , Q PV/=1434.70 Q 1440 c-s¢98v\V 1440 Lr� N p `V _ - ^ Lrl U V V V i C.L. O� o o� o" ono C� Qi h "� V O - O = O °N O p0 Or\ �--- Ci OO _- -0. 509 - g N o " PO 0.5016' 4._e D 82,T' _. R.100 VC. -- -- - - - -- _- --- - _ . ... - - .29 a.. - EX/STING GROUND AT C L - 100.0 V. C. s - - L-36.63 L =39.27 - " `' `' PROPOSE T C. GRADE A T 20 ' /GHT Per 34 70 CURB RETURN PVr=1 35 82 • CURB RETURN - _ m o - - 19f00. o MVc - - F(/TIJRE T. C. G DE AT 20' RIGHT s,�c; - - _. 17*00. 00 MVC IF- - ii ����ii! • ��i ` ` iilil=i _ iii== �==1=. • i - ----- - - -- iiiiiii iiiii - �. • O ^� Wv v v v �v m\j ,� kz kl � o 0 0 �� R/GHT OhoOh- O iiiiii -- _ _ iiiii • • • • • • • i �i!! i� - �! iiiiiiii ! iiiiii..-. - iiiiii • - ii ii i��iiiiiiiiii ii��i iii i��M • . � � ••� / , , • • U • / / - iii ii UUIT HOR/Z. 1 ) 40 _- -- - -- --- -777 12 _ - - - - -- 10f00 11 *00 GIRDLE 1F3f00 OLskllNEc 15*00 16�4-00 17*00 18f00 19f00 20*00 21 *00 22f00 VEROANEEt N 306 30E SyE� NORQ/e r F w �I Jo.9 � I 30 20> 10 V Cs 1Z' 18' ��xo 10' 20' 'sxo�� � � ? � , I � ROAD ��s �� � l 01 � 52 53 54 ��� 65 A PIEDRNO. 3 j s�, +� o SEE SHEET44 _O�p rn 4 w 1n1� BCQCI 4 6y2 /ry xggjy GI RIvE ' 1 N 44' 12 0 o ��c�'�, ` .C•R• '�' �` o EC.R• � � ���� "� 1j��5 ,Q/�%� n/ ENT 9 2' 32 mot- , o� co /�! B Tc� 1 r�, L=49.2 L_3 / /�X/ �2 TRACT T / V O. 28�89 A�ESGHE� "° �, - - - 3 cAo N F \ 9,77 QP EE 3° o / - 1 c� -3745' 8 6 66 S o --�- 12 , �,�-� oo ; o \ 8 L- ��6? E.�;R 30' F 12 0 - Tc 18 E•C.R a � • w o ----- 21 `� 6 00' \ --- ,�, D k�6 G59 82 �6 j -% 79 y sr .�6 I >> 1 O 1 �jJ 2�, z \ �� Z 85 / >�>�o c I tSFL� 67 z A 4a !V N O 14 1 (G sp>� /x'�� `�'`� �87 C'/ 69 �' C°- \ Z R• / % / - \\ w N 9, ' C� �j \ ►�h 68 , s V' Icy m- N 4 O N 7 r�, 'o 0 2 �- %Ali „n DQ c., ��ti• �, 3 1 OF 3 ��c' '•'� c� '�h• / // �j �� � � -� 1111 1 tG L=6649'�7S14\ L=64.26' 6 C h / 73 y. O ' 4 h / // /_ / / n IMPROVEMENTS 11 W 0 w N 9�Q 4 B•� R �,69 t.C• 6•D.R• 8j/// FUTURE RIGHT-OF-WAY 1 Ste, O7 N16 36'57„ v, ti ��� �G , `SSS % // Q 1 v 66" STORM DRAIN O 73 2 : _6859' I �� �`9, c •�7'4� W / // \ U O 1 1 1 rrti + SEE STORM DRAIN PLANS �\\ 1435- L=77.89' r8? � / 0 V 9 RCFCD DWG. NO, SHEET 4 OF 10 SHEETS Somas t.C• O>�8 81. DO \ 1�' 108 1435.5 6 ? v o % mac, 6i C7 �699 j' O] - �_ 17 _ 1 8 •\� �\ CIRCLE 107 Fc� ,� 25 B'�.R " 0 1.31 ANT G & 7 t435 VERD SHED N° 6 106 �� �� O . 4 +off / / m Ci / L=42.63' L=40 69 �� \ to j`C' 1 1 11 1� OR /IY �•/ 35 L=50.01' `�`ss \m Nw - �� �� RG O� �14r 4 CR RAYI E.c•'' 1 6 Tcm�c 1 z l c� c `` RO CURVE DA TA G/ E h o I I �o cn1 ` �1 0 riq��RA- . _ao /� ►� ►./ N iW 1` Z (`(��ICTRi Ir^Tln�l �l(�T�� G, LH � SHEET CET T Ox�� SEE /4) Z Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NO. W/US DELTA LENGTH TANGENT A 35.00' 90.00 00' 54.98' 35.00' B 35.00' 90.00 00' 54, 98' 35.00' C 395.00' 17.53'18' 123.32' 62.17' OD 375.00' 44'4 8' 288.43' 151.77' E 355.00' 4136'12' 257.77' 134.85' F 395, 00' 12'13'5' 84.23' 42,28' G 340.00' 7.50'18' 46.51 ' 23.29' H 300.00' 4137'31' 217.95' 114.04' l 340.00' 21 '49 37' 129.52' 65.56' ✓O 320.00' 49.14 52' 275.05' 146.67' OK 25.00' 83'56 56' 36.63' 22.49' L 25.00' 90.00 00' 39.27' 25.00' NOTE ° WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I BY I MARK ENGINEER REVISIONS NO. W/us DELTA LENGTH TANGENT A 5.00' 90.00 00' 15.71 ' 0 B 5.00' 360'00 00' 31.42' 0 APPR. I DATE SEAL -COUNTY QRpFESS/C}�igl CD KHALED A. OTHMAN LU No. 33950 Exp. 6/30/05 s� ci v 1\ q� OF CAS_ 09�0 1?• ,8, �^ 88 U 6 �1 1 11 Cr N0 28790 DRIVE 1 d0 18•?, I�ESGENT 1�-CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS 11 NF,oy��rF do' 87 OPA 2CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. FE C� CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. slo No O0- CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. 4 INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO 1 a--8 6. O6 - CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. SILICA TE DRI VE7�CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. GRAPHIC SCALE SO- CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. ao o zo ao 00 11 CONSTRUCT BARRICADE PER RIV. CO. STD. NO. 810. 1 inch = 40 ft. COUNTY OF RIVERSIDE SEAL_ TRANSPORTATION DEPARTMENT APPROVED BY: FES,<d STEV� 01 No. 22446 EXPIRES HAL A. OT AN DATE: 9-30-08 CIVIL 9TFQ' CAUL O 16 I /ram l � ' lQ' • �S RECOMMENDED - BOYLE ENGINEERING DATE: BENCHMARK: SORSON, MPTO & PIERCE /NC. CH MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSI=CTION OF Cl�4L ENGINEERS LAND PLANNERS LAND SURVEYORS MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 18195 McDURMOTT EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND lRl9NE, CALIFORNIA 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 (949) 660-8822 ELEVATION = 1439.662 !EPAPtD R.C.E. No. 22446 DATE PREPARED: SCALE: N E. S EV S N DATE: �� �� ZDIO- HOR: 1 " = 40' VERT, 1 " = 4' SCHEDULE "A" - IP#020101 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 SILICATE DRIVE FROM STA. 10+00.00 TO STA. 18+44.81 TR. BDRY. FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY FILE NO. SHEET NO, 5 OF 13 sFfirs. L=54.9�' � CURS fi�TLlRN � p V � �ph � p �~ V � � � + � � � � � � . � PROP SED T.C. GRADE AT O LEFT � ^ � � � � � D 0.88A' dl4 4/4 �/4 4 `� � � "� Sp � • l!L; LE .� � � � � o CURB R17URN �= J4r16. fJ8 � �, h I CROtI�iV _'> >7X � ^ . p � � W Ci .::.. U � � O � � p � � Ci ' � ii C Ci � Ci � � I.: � h h h: 5,1. z � � � v PROP EDF.S. �C/L �.........�..,� � Qw O� �•• •• �^ O� g� " T-2.72�' � � , 088X 4 4 4 4�� �� p0� 7CO.pp•v UQ �: �.. r: �88x r=_ � sue. .. � � o � �c c� = 0 LEFT - -- . � r � _ _ o ,� o 'ci �' � �' - 115. L73 V.C. �' � � eo 4 L=22.24' 4 .04 ,o VC' L-1,R � `� Ci . RY1= #44��5 � 7 .i � T E/VT �¢�18 EXfS GROUhf� AT C/L ^ � � � ^ g * p V �: V � p p p Ci �� r +. � � � p � Li V Ci Ci Ci Ci _ _ , h� h � ►� h h � h � _ _ -__ __ � �' � h N \FBI, Pr` V ('� �_ QO o h h I � � � � � � � � � � � ,� ^ PROP SED T. C. GRADE AT O LEFT - , „ _..� K _ 2.�ax .��,�. � .�. _ 6 d/6 S 6 6 ^ '` 1445 0.5o s � � c-�,�.�R�V � ts�9�• ~ 1435 R/GHT �� �� N � , C.L. C� ¢ 4/4 Q_ PROFILE SCALE: VERT: 1 "=4' 1435 8f00 9f00 10f00 11 f00 12f00 13f00 14f00 15f00 16f00 R/GHT Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG SlL I/ER CREST DRII/E � �f03.35E. C. - MA TCHL/NE -SEE SHEET NO.B �,;�: . . N� ,.,.': � Ci o � m BC, „ A V N 13 0 ,� � 46 47 48 49 50 ,� IN, �. � � 0 10+5� 78 £.C.R. I1/0 RADYUS DIEZTA LDKGTH TAN�NT A 1 f0.A0' 11:35'05' 22.24' 11.16' e .� an' 89'4s'1o' S4 84' .� 8s' C 55.AD' 89'46'10' 86.17' S4.78' D 60.OIt7' f0950'37' 115.03' 85.44' E 1 f0.010' f0'14'14" 19.65' 9.85' F 25.00' 87"4725" 38.31' 24.05' �� i a � r� �0' �� ,� �� �� � �� (©� �Di •, ,, „ 51 v �o h 52 B.C.R. 85.32' .. .T. � 50.00' 30.50' 6 E.C.R. �� ci 2 ��/m �` � 1 �, /�' �I �h ���� x�%� ,h�1�ko S/L/C,9T SEE ,�yE� �RSI�E .�o fo' ,�, so• 20' �0. � LINE 'A' -STORM DRAIN PLANS SEE SHEET 4 OF 10 Li 41 � RCFCD DWG. N0. 4-810 �� � %%0 o 6 �� I � � � � ,� E.C.R. 6 » Z ���G � W W �. ��� ' �, 4 � lV _._ � '1 / k � � 1�1 � � O ' � � � I U 8 � Q � �,; = �G � �v 1 m I E.C.R. � � � v m f0' 32' 32' 10' �I 42' 42' VERDANT C/RCLE CONSTRUCTION NOTES 1� CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS 11 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD N0. 200. CURB AND GUTTER JOINTS PER COUNTY OF RNERSIDE STANDARD N0. 205. CONSTRUCT SIDEWALK PER COUNTY OF RNERSIDE STANDARD N0. 400. 4� INSTALL STREET NAME SIGN PER RNERSIDE COUNTY STD. N0. 816. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD N0. 403, CASE A. 7� CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RNERSIDE STANDARD N0. 901. 8r�--CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD N0. 209. GRAPHIC SCALE ao 0 20 ao eo 1 inch = 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET N0. NOTE.• WORK CONTAINED WITHIN THESE PLANS Sl>'4LL NOT TRANSPORTATION DEPARTMENT �7,�//�/�� �pT ` �/► ��/+ 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHouC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCRAACHMENT PERMIT AND/OR GRADING QF#Ess/ APPROVED BY: ESS/ S/L/L/►.)(/I► riM/O �' !'�%L/f1iE �/IIi CHURCH IN SUN qTY 0.15 MILES FROM THE INTERSEC710N OF �STfV � MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST of MURRIETA STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. � � CML EN�E'RS LAND FRS LAA� S7/RVfY�i'S ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 3s" �+ ��, �;� � �, 18195 AAcQf/R�IOTT Easr, surrE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT N0. 28789 V QL OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 � KHALED A. OTHMAN �, i3 _ /RNNE, GIL/FORAW 92714 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE `�` No. 33950 �' f 0 �/ % �0 � No. 22446 � (949� 660-8822 ELEVATION = 1439.662 VERDANT CIRCLE -PRIVATE STREET FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 �. EXPIRES � HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL � � K ALED OTHM DATE: 9-30-08 FROM STA. 10+00.00 TO STA. 15+84.91 BC RESPONSIBLE �OR DETERMINING AN ACCEPTABLE SOL 0 AND `r�q�, CIVIL\���P ,(/� � �gTF¢V�O�a�P� PREP R.C.E. N0. 22446 DATE PREPARED: of � 3 SHTS. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. QI►TE � t�1RK APR• 0�►TE � CAI- /" Y � /�1- I D ` (¢- O S� � �� /0 p T� SCALE: „ , „ , pD�J� ENGINEER REVISIONS �� RECOMMENDED - B E ENGINEERING DATE: STEVE N DATE: � HOR: 1 = 40 VERTU 1 = 4 FOR: M.E.F. HOMES, LLC. W.O. FlLE NO. t/ SlL VER CRiFST DRIVE 11+03.35 E C. - MA TCHLINE - SEE SHEET N0. 8 _ r Bc Ors 4 6 47 48 49 10+54.78 E.C.R. \ 39.42' 55.00' S5.00' 55.00' 12 \ 4 0 '�- �`' 12 •o D �,�'�� ��`' 2 3 o N 50.00' S0.00' 50.00' 36.52_14.15 V L=3.72' L=30.27' � 4.52' L- 1� ljoo°° 10 7 6 5 o Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NO. W/US DELTA LENGTH TANGENT A 110.00' 1135 05' 22.24' 11.16' B 3500' 89'46'10" 54.84' 34.86' C 55.00' 89'46'10' 86.17' 54.78' D 60. 00' 109'50 J7' 115.03' 85. 44' E 110.00' 10'14'14' 19.65' 9.85' F 25.00' 87'4725" 38.31 ' 24.05' 80. RADIUS DELTA LENGTH TANGENT G 35,00' 90100 00" 54.98' 35.00' H 25,00' 92*2755' 40.35' 26.10' l 35.00, 90'00 00" 54.98' 35.00' NO 5 •30' 10' 30_ 20' ?0 1Q• LINE "A" - STORM DRAIN PLANS Ci v SEE SHEET 4 OF 10 50 51 W rdRCFCD DWG. NO.4-810 I 1�� h 110 52 B.C.R. 6 h1 �G W 0 o E.C.R. W � 55. 00' 55 00' 85. 32' 1k6� � �' 1k11 �G 6 o� O 4 tih Ac, 13 N7323'03 E 14 111 ,h�G 3r jr 8 0 50.00j 50.00' 50.00' 30.50' , E.C.R. �6 C 4 �C)\e I 10' 32' 1 32' 10' 1h G GIB 42' 42' VERDANT CIRCLE CONSTRUCTION NOTES CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS ll 2� CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205, 3� CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. 8a- CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. GRAPHIC SCALE 40 0 20 40 80 i 1 inch = 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. FRE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE CE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING Ro�ESS/ APPROVED BY: EF ss, STSM50N PORTO & PIERCE INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF (,:'3��KHALED j 0r��� MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS HAS BEEN ISSUED. STEV�-rC CML ENGINEERS LAND PLANNERS LAND SUP114fYORS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 18195 *DURM07T EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 A. OTHMAN IRNNE, CALIFORNG4 92714E ENGINEER SIGNING THESE PLANS IS RESPONSIBLE o. 33950 � f Q �� 7 �Q No. 22446 (949) 660-9822 ELEVATION = 1439.662 VERDANT CIRCLE -PRIVATE STREET ING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 EXPIRES % FROM STA. 10+00.00 TO STA. 15+84.91 BC THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL K ALED OTHM DATE: 9-30-08 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE J� CjV�L �P sy� CIVIL ��P PREPARED DATE PREPARED: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND q� F¢ CAL1F0� R.C.E. NO. 22446 OF 13 SHTs REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE CA��F /� h4 16 - 1 +1 p 5'' 2/ SCALE: ENGINEER REVISIONS COUNTY RECOMMENDED - B YLE ENGINEERING DATE: JO STEVE SIN DATE: ;" '� HOR: 1 " - 40' VERTi 1 " = 4' FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY 39 _ FlLE NO . Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE VERDA N T CIRCLE 40 0 20 40 80 1 inch = 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" — IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT ��7�/�� Q/�pT �/C ��/+ 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCRa4CHMENT PERMIT AND/OR GRADING Q ESS/ APPROVED BY: ESS/ sffw J .. MTO & r/L/f(�L �/lti. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN RUED MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS STfV "YC CML EN�GYNEERS GWD PLAANRS L4AD S(/RVFYIS F ROAD 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' 7 , 18195 WUkM1101T EAST, SVWT C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 I ti CAL/FOYh1iG4 92714 KHALED A. OTHMAN OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 c� �i � /RVDYE, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE `� No. 33950 (0 l /7l j No. 22446 (949) 660-8821 ELEVATION 1439.662 VERDANT CIRCLE -PRIVATE STREET FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 k EXPIRES y� = KHALED OTH DATE: 9-30-083 FROM STA. 15+84.911 TO STA. 20+18.65 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL s �P `� CIVII �a�P P PREDATE PREPARED: OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �q CIVIx- qTF¢ 0� R.C.E. NO. 22446 OF 13 SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CA1-�F ( �d . ¢,ys CALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DXAE BY MARK REVISIONS APPR. DAIS DATE: ' [—FOR- M.E.F. HOMES, L.L.C. W.O. COUNTYENgNEER OOUNTY RECOMMENDED - OYLE ENGINEERING DATE: EVE SON HOR: 1 = 40 VERTi 1 = 4FILE N0. N0. R4011US DarA LEING7H TANGENT A 1631.00' xwa5' 246.98' 12J73' B 1649.00' 8'40:15' 249.71' 125.09' C 161J 00' 8140a5' 244.26' 122.36' D 112.00' 16'15V' 31.78' 16.00, E 112.010' 16'15:37' 31.78' 16.00, F 38.00' 212'31'14' 140.95' --- Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG AV. IPADYUS DEZTA LENGTH TAAKr'ENT 3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD N0. 400. rvivRc FUTURE RIGHT-OF-WAY 8 CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD N0. 209. a- \\ 11 CONSTRUCT BARRICADE. GRAPHIC S C A L E G 112.00' 167577' 31.78' 16.00' H 112.00' 16'15;37' 31.78' f6.00' l 38.OD' 14T2847' 97.81' 130.29' 40 0 20 40 SO 1 inch = 40 ft. SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT �7',�7/�+/►�� ry�pT �/�y+� ��+ 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNRL AN ENCRL14CHMENT PERMIT AN%R GRADING QRO�E / APPROVED BY: ESSi S/CIC/IJ(/7► "TO & /'/C/f(,L �/►I,. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN ISSUED. air. ''rl CML Maiff& LW PMM& LW SURIf nNS MURRIE1 5 ROAD DT ANDSOUNEWPORTAST THE 246OST FEET EASTE EAST O RRLY OF TWO RIIETA STREET IMPROVEMENT PLANSROADR p 18195 MAC RA0107T FAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT N 0 • 28789 ti OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 c� KHALED A. OTHMAN � ) � �5 /RIB GC/FOY711r� 92714 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE `�` N o. 33950C l () l /7 /0 No. 22446 �^ (949) 660-8822 ELEVATION = 1439.662 SILVER CREST DRIVE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/05 Or EXPIRES 1t HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL K ALED OTH N DATE: 9-30-08 FROM STA. 11 +03.35 TO STA. 20+69.20 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `P�9 CIvIL �P TF CIVIL o�a�P PREFAB BY R.C.E. N0. 22446 DATE PREPARED: MARCH 2O03 OF 3 SHTs. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �� �AARIC �� CA1-�F ,(/� I ¢ REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS '- " ` 6y 14' 0S DATE: �0 �� 'OUNTY EWNEER COUNTY RECOMMENDED — B LE ENGINEERING DATE: J E STEVEN HOB: 1 = 40 VERT, 1 = 4 rFOR'—M-E.F. H0111ES, L.L.C.LCW.O. FILE N0. NO RWS DarA LENGTH TANAZNT A 1631.00' 8'40'35' 246.98' 123.73' B 1649.00' 8'4O'35' 249.71 ' 125.09' C 161J00' 8'40'35' 244.26' 122.36' (D> 112.00' 16'15'37' 31.78' 16.00' (E> 112.00' 16'15'37' 31.78' 16.00' (F> 38.00' 1472847' 97.81 ' 130.29' CONSTRUCTION NOTES 1� CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS /I 2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. FUTURE RIGHT-OF-WAY NO° R40/US DELTA LENGTH TANGENT NO° RADIUS DELTA LENGTH TANGENT O.-CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. /\\\\ FUTURE RIGHT-OF-WAY R A 1631.00' 8'4035' 246.98' 123.73' G 112.00' 16'1537" 31.78' 16.00' 8 CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. \\ I Underground 0 � \\ I� Service Alert e 1649. 00' 8'40 35' 249.71 ' 125. 09' H 112. 00' 16°15 37' 31. 78' 16.00' � \\ \\ \ Call: TOLL FREE C 1613.00' 8'4035' 244.26' 122.36' l 38.00' 14728 47' 97.81 ' 130.29' 11 CONSTRUCT BARRICADE. GRAPHIC SCALE 1— 8 0 0 D 112.00' 16'1537' 31.78' 16.00' / / \\ �� \ 40 0 20 40 80 2 2 7 — 2 6 0 0 E 112. 00' 16'15 37' X.78' 16. 00' TWO WORKING DAYS BEFORE YOU DIG Of38.00' 1472847' 97.81' 130.29' \\ \ \\ \\ 1 inch = 40 ft. 8 SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEEjN NOTE.° WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING eRpFESS/C�y� APPROVED BY: FESsi S71USON, PORTO c� PIERCE INC. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN ISSUED. �O '�� ST "� MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS o V o CML ENGINEERS LAND PLANNERS LAND SURVEYORS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' TRACT N�. 287�9 EYs 18195 MCDURY07T EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND c� KHALED A. OTHMAN �, / y L kff,, CALIFORNM 92714 OF ROCK 4' X 15' X 30° SET A BRASS DISK DATE: 1970 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 `/ tO0 7 /0 � No. 22446 � (949) 660-8822 ELEVATION = 1439.662 SILVER CREST DRIVE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/05 — y� EXPIRES HEREON, IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL K ALED OTH N DATE: 9-30-08 FROM STA. 11 +03.35 TO STA. 20+69.20 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE P�9 CM\_ �P qT� CIVIL o���P PREPAR BY R.C.E. NO. 22446 DATE PREPARED: MARCH 2003 OF RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND OF CA_\F CA1aF REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE Af lU ' 14' OS �D �p CALE: ENGINEER REVISIONS COUNTY RECOMMENDED - B LE ENGINEERING DATE: JOHN E STEVEN DATE: HOR: 1 " = 4O' VERTU 1 " = 4' [FOR, M.E.F. HOME$, L.L.C.W.O.COUNTtr Q �1 L=137.61' L=140 95' FUTURE T.C. GRA AT 18' LEFT L-6880' L=70.4T 50.00' VC. PROPOS T.C. GRADE AT 18' LEFT ' � L=31.78' PW=1438.03 L=50.O11' KC. T.4IAIGENT In L-36.71 PI/J-1437 58PROPOSED T. C. GRADE AT 18' L EITT L-JY.z7' L=JY27' U Li W ci L Al ~ ~ W o vrk 144 h ^� N U 1440 1440 ^ S °o W1QQ v..1440 LEA w W �� o� $^ �:ho LEFT LEFT m� o� *� N L ^ ^ `I• � V •. r• h `.ham F�Mh y`,)� �M. M� � L y -050 38' ' 72' PROPOS D F.S.®C L 72 �c. PRO . 'ED F.S. �L FUTURE . S. g C,/L pi=14 coo V L✓hi£ W Q � ov v� j o 144 h o N o o Z 1440 440 v m h c, W Q o� 1440 C `` ° `*oo �?c���o C.L. ��, N o,o`o►�'`�� ^mod �g C. '�') �►� Oh ��� �� h 'I'"� ^ l£XfS77NGG ATCIL nib ^ "� 'b O �h N ^ 01 � 0j ei 0,04 - 0. 5OX -- T-��BX- 2.17�' ?w-t fA'fST1i1tG AT C L ' G Qfi'' ?, 04 ' �"O�- _ GRADE A T 8 RIGHT f PROP ED T. C. ' C_ L=5372 L=45.47 •� TANGE/VT �0.00' L=3t.78' --- TA/VGENT Ci _7 --- _ L=37.04' PROPOSED F. C. GRADE AT 18 _f alfT � caRB R _ }NR�kz L &Tft � W V 14 ~ o v 1440 1440 N ►� n o� a v - ^ IQ ci v ci R/G T : w R/GHT ^ 144J v o� �� �� �. RIGHT L-,050jtT IN Vk. ' 4/4 4/4 PROF/LE SCALE FUTURE T. C. GRADE AT 18' RIGHT HOR/Z. 1 "=40' VERT. 1 "=4' 10*00 11*00 12*00 13*00 14*00 15*00 10*00 11*00 12*00 13f00 ` O � \ 27 28 29 � 26 \� -� �\ 25 \ FUTURE YrVEMENTS \ - 6462 6J Qj s Qd �i \ 6 ,hk � O 16585 �L=4.32' S.NnY42.44TOPA C\34 I 6 107 (34 60 XQ7 79 80 81 I 2 VI vI 1 v - -- s .- 82 _ 1y� C�� OLMNE C/R. 12+75.55_ _ 78 W m - ° I = = _ _ = - -8 TE DR L=3 0 `� $ \ 6 1ti I 22 = - -- - - i3+ss• 1 C s�uCa I4 , ``�; 2`3 �86 24 .37 108 59 P � ?? 52'�0.472=17.9 L=50.09' � ��•� c �\N >x��� c � 6s�6• �52 Lg WI LINE W- STORM DRAIN PLANS 4 77 h - - � _ � 12 SEE SHEET 4 OF 10 941, E C.R• \ c� ��� 'aP. ��.� L 29.02 6 RCFCD DWG. N0. 4-810 Xl:54 4 _ 58 109 N 56 �\ LINE A - STORM DRAIN PLANS � I R.Q 69 SEE SHEET 4 OF 10 ni ,00/ `C) 10 20 20 10 RCFCD DWG. NO. 4-810 57 N 0+°�°- DE- p2 'L 28-38'1047 L=So08' L-50-95 0 30 CONSTRUCTION NOTES 76 C� �� � , 39.78', e� L=1.46 L,11.46 SEE SHEET NO. 5 al - SILICA TE DRIVE CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS 11 70 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO.200. OLI CIRCLE 75 74 71 CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO.205. 73 72 3� CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD N0. 400. OPALESCENTDRIVE 4� INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD N0. 403, CASE A. (7�- CONSTRUCT CENTERLINE MONUMENT PFR COUNTY nF RNFRSmF- _STANnARn Nn Qn 1 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG Sa-CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. 11 CONSTRUCT BARRICADE GRAPHIC SCALE ao o zo ao ao 1 inch = 40 ft. NOTE WORK CONTA/NED WITHIN THESE PLANS SHALL NOT SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UN17L AN ENCR04CHMENT PERMIT AND OR GRADING CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF QR�E / APPROVED BY: s qy 5 RS PTAW' L'D� MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. (� STfV ''IC CMC LAND LAND SURVFl�IRS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" Q Q Q 4 18195 M�I(/AWT W,, Aff C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 c� KHALED A. OTHMAN Zm c3 /RIB GWVy0y14 92714 OF ROCK 4 x 15' X 30' SET A BRASS DISK DATE: 7970 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 e 0 //7 Or o. 22446 (949) 660-8822 ELEVATION - 1439.662 OPALESCENT DRIVE &OLIVINE CIRCLE - PRIVATE STREETS FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 Or FOR HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL HAL A. OT AN DATE: 9-30 _08 FROM STA. 10+00.00 TO INT. STREET "C" CIVIL. a�P PREP E DATE PREPARED: OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE I9 Clvl� 9TF 0� R.C.E. N0. 22446 OF SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �� MiK APPR• DATE CA��F l0 ' ¢ U ¢ /p p Zpp SCALE: „ , REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS DATE: FOR. M.E.F. HOMES, L.L.C.W.O. COUNTY ENgNEER COUNTY RECOMMENDED - OYLE ENGINEERING DATE: E. NON HOR: 1 = 40 VERT, 1 = 4 FILE NO, NO. R4DYUS DATA LEMG7H TAAKXM (A> 38.00' 212'31'13' 140.95' --- B 112.010' h715;37' 31.78' 18.00' (C> 112.010' 16-15:37- 31.78' 16.00' D 282 00' 25'54 53' 127.55' 64.88' E 300.00' 25'S4 53' 135.69' 69.03' <F> 318.00' 25'54 53' f43.83' X. R40VUS DELTA LE71/GTH TANIQEMT G 25.010' W00 00' 39.27' 25.00' H 25.010' 9737'20' 42.60' 28.57' l 38.010' 2072855' 137.61 ' --- ✓ 332.50' f9.5825' 115.91' 58.55' K 112.00' 27'2855' 53.72' 27.39' L 300.00' 07'50'42' 41.06' 20.57' ADD. RAWS DELTA LENGTH TANI(A<W A/ 318.010' 07'50'42' 43.54' 21.80' N 282.00' 0750'42' 38.61' 19.34' O 25.010' 84725' 36.71' 22.56' P 25.00' 84725' 36.71' 22.56' : FUTURE T.C.GRA AT 18' LEFT L=140.95' � - S 18' LE 5 _ - L=70.47' -- : _ , T --F 50. 00• Vc. PROPO TAT FT L=31.78' Pl//-1438.03 L=50.00' VC. _ TANGENT L-39.27' L -39.27 C. GRADE A T 18 L FT - - o 0 o PROPOSED T. CURB RETURN URB RETURN Q - W V o o ',a-�--�-I-- � 144 h 1 o c, v v 1440 1440 ^ o o o - W h 0 1440 EFTv� m °� o 0 0 �O LEFT LEFT o m �� '�^ o� if) 0.50� --- "� -050 0.50% 0.50q w- d/4 d/4 d/4 d/4 d 4 d/4 d/4 4/4 _ a s - _ Pf�O OSED F.S. C C/L , _ L=115.g1' - P - ----- - �L v 72' V. C. - _ - -T --- FUTURE S. ©.. C L P 72 C. CROlyN L/NE W - ROPOS /. 14 _ W P./.=1 37.93 - O -- _ / Ci CAI 8..37- L-3 .9>' - ' 144 h°o °o� o0 0� �� �� o ZI` 1440 - �� �'1440 0 �, -= o Wo �o - ;�� ���; - - 7440 ►� o� ,� z� �a o o C.L. C. L. co o, i EXISTING G OUND AT C,/L - --- - p ; - 1.00% - - - - - - --- .00 O - _ _ - EX/STING GR UND AT C L 2 2 17 - - - . C. O t-AT 9' RIGHT 1 50. DO' h O - - . L=31.78`= ANGENT -- "�v 5 T O. 00 L 5,3.72 TANGENT L=37.04' - - �j -- - - CURB RETURN - = - o PROPOSED . C. c�RADE AT 18 R HT - L=42-59' L=36.63 CURB RETURN URB RETURN Q � o ° R®4 . - ___ - 14 ^� �, o' ~ o J 1 1440 - - um 1440 - ; - h �, o '' °' ti - - -- 1440 Ds G v o o : o h RIGHT v RIGHT RIGHT v. -0.509' - -- - - - - - - - 509 __ g - - _ d 0 /4 d/4 . . PROFILE SCALE - FUTURE T. C. GRA E AT 18 ' RIGHT a - - HORIZ: 1 "=40' 10*00 11 f00 12*00 13*00 14f00 15*00 10*00 11 f00 12-f00 13f00 27 28 2 30 o�w \ Z_ 25 FUTURE MPROVEMENTS \64 - hh 65 c, �\ .' ♦ hV �p !V L O I L=4.32' R� n 6 h V>- �_ 3� ' 42.44' 50.00' 34.08' L=13.8 L= �C/� 6 13 / 107 /J ?° \ o, '� k 11 \ 1.36 31.30'1,136• 84 �`� G --- 65,16' TC jR c k" 7 ati� b - = P - _ --� 60 ° 79 8D 8� (6 �� s � �� 2 _ oO w �ry . / N88'29't l Ci Ci 82 \� 1� �. ' .'', O IN '�.�� t oy ,c �� 12 `�' rk36 �G p �yy ! L OLMNE CIR. I I 0' 8 °i' WN L 1 > L - ,y/ 55 C� 78 �`'� p� m 53 �� ry I O7 CRD ✓ �� O 1� 1G 0O1,�s.85�s iy 1 I 1 12+75. _-- L SILICATE DR L=34.00 '?5 S \ 6 5�' ,\ �4 i 22 = ��,`��, rc 8 652 y 9 ' 13+99.81 CI Go Sao t,sa I g I �3 '191 ,I° .�' �`' �l B.C•R' 2`3 I !, 3 �G F�' 7 Q ray o 6 o � R/Id 411' \ N6g12 \ \ ry �, \ 86 24 I " L=29.79' 12.94 L=24.3 10 12 !c •.I ^I L,5 3 - 71V I cam,, ���jI'1$ 18 V L='-w 7 6516, P 2 �� 9 �� I 59 Ti.W 5 1� is �2.52'>0.4TL=>7.9 L=50.09' O 2 1 � , ` � c, \w x \ 9 / 42 � I 4 �36 2 �,�' 1 0 `9B7 \ o - -- Hs z C �� _ 3�. \" �G I LINE "A"- STORM DRAIN PLANS 77 1k3 G a B a2 o D 2 V 4 6 �' ° • 12 58 E.C.R. SEE SHEET 4 OF 10 7 , o S = 1� - _ �"� 11 C.R.\ , �o �F o .0 s 2 �. I 6 _ 54te + RCFCD DWG. N0. 4 810 9 E w s, n��.Q 'Q �L L=29.0 w A �---___ _ Na5�,s24aw � �c ��6�c„ 7 ./� 3 �' � 2 58 I 109 w 55 16 1�36jG j 12'0 LINE "A"- STORM DRAIN PLANS 'r� , 6./$ SEE SHEET 4 OF 10 56 o0�P' ��, �� - _ L,4 57 �'� �� � = 0.95' � �� ?� 10' 20' 20' 10 RCFCD DWG. N0. 4-810 10 \ -DE 28.38 10.47 L 5 Rom' 30• .30' CONSTRUCTION NOTES CV 76 10 22' L L=50.08' L=1.46' ``\`3� 00, L 39 746' 1 SEE SHEET N0. 5 -- °� SILICA TE DRIVE CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS II 1 70 2� CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CIR CL E 75 74 71 CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO.205. 7`3 72 3� CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO.400, OPALESCENTDRIVE G)_ INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. r7�- CONSTRUCT CENTERLINE MONUMENT PFR COUNTY OF RIVFR.SInF .STANnARn Nn on 1 R Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. 11 CONSTRUCT BARRICADE GRAPHIC SCALE 40 80 , inch = 40 ft. SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. NOTE.° WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING OFESS/ STNENSON IVIM it PIERCE INC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF e� APPROVED BY: / 0 MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IPAPROVEMENT PLANS PERMIT HAS BEEN ISSUED. � `�l STEV�'l CML ENGINEERS LAND PLANNERS LAND SURVEYORS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" sod 18195 MCDURMOIT EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 9 E KHALED A. OTHMAN ? IRKNE, CALIFORNM 92714 OF ROCK 4' X 15' X 30° SET A BRASS DISK DATE: 1970 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE � No. 33950 � 0 No. 22446 (949) 660-8822 ELEVATION = 1439.662 OPALESCENT DRIVE & OLIVINE CIRCLE - PRIVATE STREETS FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06 EXPIRES HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL HALL VA. OT AN DATE: 9-30-08 FROM STA. '10+00.00 TO INT. STREET "C" OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE JJ CIV �� �P `qT CIVit a�P PREPARED DATE PREPARED: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND q� � (! Iv FQ• G�Fo� R.C.E. NO. 22446 OF 3 SHTS. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE ' l0 • l4� o'� SCALE: ENGINEER REVISIONS COUNTY RECOMMENDED - BOYLE ENGINEERING DATE: HM'E. EN ON DATE: 70 �� Zoo HOR: 1 " = 40' VERTU 1 " = 4' FOR: M.E.F. HOMES, L LC. W°O° COUNTY FlLE NO. NO. W/US DELTA LENGTH TANGENT A 38,00' 212'31'13' 140.95' --- B 112.00' 16'15:37' 31.78' 16.00' C 112.00' 16'15'37' 31.78' 16.00' D 282.00' 25'54 53' 127.55' 64.88' E 300.00' 25°54 53' 135.69' 69.03' F 318.00' 25'54 53' 143.83' 73.17' NO. W/US DELTA LENGTH TANGENT G 25, 00' 90'00 00" 39.27' 25, 00' H 25.00' 97'3720" 42.60' 28.57' ,J 38.00' 207'28 55" 137.61 ' --- J 3.32.50' 19'58 25' 115.91 ' 58.55' K 112. DO' 27°28 55' 53. 72' 27..39' L 300.00' 07'50 42 41.08' 20.57' NO. W/US DELTA LENGTH TANGENT M 318.00' 07'50 42' 43.54' 21.80' N 282.00' 0750 42' 38.61 ' 19.34' 0 25. 00' 84725" 36.71 ' 22.56' P 25. 00' 1 84725" 36.71' 22.56' PROPOS T. C. GRADE AT 18 LEFT L .W1.;T 50. DD' TAA1C£NT 10t>. ' V.C. Cl/ AEf0y4K/ pw=1 34.44 1 11-P00. AOW Lf-l-T o� Q ZtQ�Q vO Q Irs h h h oo ^ oo{'^ `� O 50 '`P.'' 141 d,/4 4 q/4 a 90X - V Q , - C. PROPOSE F.S. ® C/L P/-143738 Q: 100. 00 V C. EXIST/NG 6,ROUND AT C/L .� 1434. 42 W90 11*00.00 A�/VC 1440 V `'► C. . __ Ei L o op Vs V%v,. v - v �+ L Ci Ci V1.0ox Q5t3 Tom- t t _ 05ar PROPOSED T. GRADE AT 18' RIG T L-140.95' . L- O.4T -N L= 1.78' ' 50,00' VO L=39.27' 100.' VC. TAN,GfAt ` PVf 1437.02 CURB RE7{/iF�V PW= 34.44 11-A00 it w Cikz Li Ci 1440 RIGHT A � 50.3 —0 50.8 w� w w w ww w w w w w 0.90.'r -1 PROFILE SCALE: HORIZ: 1 "=40' 1A VERT. 1 "=4' �A • 10*00 11 *00 12*00 13f00 14*00 15*00 16*00 SILICA TE DRIVE SEE SHEET NO. 5 30' 30' 68 LINE 1' - STORM DR41N PLANS SEE SHEET 4 OF 10 RCFCD DW. A/0! 4-810 /ry /O LINE i1-10' - STORM DIRNN PLANS SEE SHEET 7 OF 10 RCFCD DW. N0. 4-810 Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG D �8 NEPHRITE CIRCLE NO. R40YUS DATA LENGTH T 40VT A 25.00' B3'14 4' 36.32' 22.21' B 25.00' 8X14'4' 36.32' 22.21' C 400.010' JZ21'32" 225.91' 116.06' D 382.010' 32'2132' 21574' 110.83' £ 418.00' 32'21'32" 236.07' 121.28' F 112.00' 16'15:37" 1 31.78' 16.00' NOTE.• WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UN77L AN ENCRL14CHMEM PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILIIY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. I AV. RAOW DIELTA LENGTH TANGENT 112.00' 16'15:37" 31.78' 16.00' H 38.00' 212'31'13' 140.95' --- REVISIONS F:"iA SEAL—COUNTY Q�r ESS/p�, c� KHALED A. OIHMAN No. 33950 Exp. 6/30/06 CIvIL 0 97 CONSTRUCTION NOTES Ol — CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS it CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD N0. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO 205. 3a- CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO 400. 4& INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. No 816. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO 403, CASE A. 7D- CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANBIRD N0. 901. COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT APPROVED BY: ! / // 7 l It rHA0 T H DATE: N000 /�-- do - I ¢ • oS DED RECOMMEN- YLE ENGINEERING DATE: SEAL BENCHMARK: 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC ES& sffU& MTO & qf� Ili: CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF Q�yy��,, MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STEV'yl CM EAMEERS LAAO PLAAft'RS LAND SURVEMW ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' 18195 AkDIUR 7T EAST, S!//!F C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND co NINE, GL/FORNi4 92714 OF ROCK V X 15' X 30' SET A BRASS DISK DATE: 1970 No. 22446 (949) 880-8822 ELEVATION = 1439.662 EXPIRES 9-30-08 CIVIL O�a�P PREP R.C.E. No. 22446 DATE PREPARED: ¢ � Z5;7 y J69cr STE oN DATE: /d /e pcn R: 1 " = 40' VERT, 1 " = 4' GRAPHIC SCALE 40 0 20 40 80 1 inch = 40 ft. SCHEDULE "A" - IP#020101 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 NEPHRITE CIRCLE -PRIVATE STREET FROM STA. 10+00.00 TO STA. 14+74.34 FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY FILE NO. SHEET NO. 10 OF 13 sm v r 12 1440 RIGHT PROFILE SCALE. HORIZ. 1 "=40' VERT. 1 "=4' 68 LINE A" - STORM DRAIN PLANS SEE SHEET 4 OF 10 RCFCD DWG. NO. 4-810 67 c�R� EPIrR � pR okoc 9 ao cl � 15k9 ii �iiii ii■ iiiiii ------ --� T im PROPOS T. C. GRADE AT 18 LEFT _ - TANGENT T CURB RETURN PV/=1 34.44 =1 11 *00. 0 MVC - W Li Ci h • In 00 W d "� 4): T 0.50 9' d/4 d/4 d14 d/4 ^ 0. 90 — C�Q - 72'V.C. F — - PROPOSED F S. ®C/L WP. /=1437.38 38,z� � V- Q 100.00' V. C. EX/S'T/NG ROUND AT C/L PV/=1434.42 Z 11 *00.00 MVC OOCi C9� ~<im�i �; ��; �i ��' ° V �� �N� �►�co C�� �'-y IZ O O h p ctj ni `a O O op O tcj "� ^ Oi r - 0.509 � - - 2 . 6D'-0.50_r 0.90% T- 11X - PROPOSED T611 GRADE AT 18 ' RIGHT - ,- L =140.95 ° - 50. DO&�_ — --- * - -- - - _ - -- +_-+ -- ---- -- L= 1.78 L= 0.47' S0.00VC. L=39.27' TANGENT pV/=1437.02 100.0 VC _ .___ _ CURB RETURN IPV=1 34.44 - 11 *00. O MVC V V O V aj o~h~O~ a~ -0.50"4/4 ; 1 1d/41dV4 _ O.90%' 00Z q2 J" lk IE 10*00 11*O0 12*00 13f00 14*00 15*00 16*00 SILICA TEDRIVE SEE SHEET NO. 5 30' 30' 10' 20' i 20' 10' x� LINE "4-10' - STORM DRAIN PLANS SEE SHEET 7 OF 10 RCFCD DWG. NO. 4-810 Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NEPHRITE CIRCLE NO. W/US DELTA LENGTH TANGENT A 25.00' 83'14 4' 36.32' 22.21 ' B 25.00' 83'14 4' 36.32' 22.21 ' C 400.00' 322132' 225.91 ' 116.06' D 382.00' 322132" 215.74' 110.83' E 418,00' 3221'32" 236.07' 121.28' F 112.00' 16'1537' 31.78' 16.00' NO. W/US DELTA LENGTH TANGENT G 112.00' 16'1537' 31.78' 16.00' H 38.00' 212731'13' 140.95' --- NOTE • WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE ENGINEER REVISIONS COUNTY 93 SEAL —COUNTY QROFESS/1� E3 KHALED A. OTHMAN � No. A. a Exp. 6/30/06 �q CI V I� OF rA� \F FAWN We CONSTRUCTION NOTES CD -CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS II 2 CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. 4�- - INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY S "D. NO. 816. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. 7D- CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD NO. 901. COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT APPROVED BY: A- / 6 KHALED . OTH DATE: s I4' r>� RECOMMENDED -' BOYLE ENGINEERING DATE: tip BENCHMARK: pFEss/O SIFY£NSON, PORlO c% PIERCE INCMILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC 2.2 CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA �� STEV bX& ENGINEERS LAND PLANNERS LAND SURVEYORS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' 18195 MCDURMOTT EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND Zn IhWN' XIFORNA 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 No. 22446 (949) 660-8822 ELEVATION = 1439.662 EXPIRES 9- 30- 08 CIVIL �P 'REPA R.C.E. No. 22446 DATE PREPARED: �¢ CAUF�� zq/DATE: dSCALE: JOH ST NSON ? S HOR: 1 " = 40' VERT, 1 " = 4' GRAPHIC SCALE 40 0 20 40 80 1 inch = 40 ft. SCHEDULE "A" - IP#020101 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 NEPHRITE CIRCLE -PRIVATE STREET FROM STA. 10+00.00 TO STA. 14+74.34 FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY FILE NO. SHEET N0. 10 OF 1 SHTS. Underground Service Alert Call: TOLL FREE 1- 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG NO. R40YUS &I rA LENGTH TAiAOVr A 300.00' 32'39'11 " 170.97' 87.88' B 35.00' 85138108" 52.31' 32.43' C 35.00' 963848" 59.04' 39.32' D 273.010' 01 JI W 7.30' 3.65' E 327.010' W423r 38.30' 19.17' F 60.00' 253922' 26.87' 13.66' N0. R4" DarA LENGTH TANDEM 6 60.00' 35'36'59' 37.30' 19.27' H 40.&7' 48'50'47' 34.10' 18.16' / 40.00' 6754'31' 47.41' 26.93' 1 327.00' 0420'17' 24 76' 12.38' K 60.010, 467430" 4860' 25.72' L 35.00' 71'10'00" 43.47' 25.04' NO. R401US DarA LDWrH TANGENT M- 35.00' 80102148" 48.90' 29.39' N 60.00' 25'3922' 26.87' 13.66' 0 2.50' 1801010100' 7.85' 3.91' p 302.50' 52826' 28.90 14.46' 0 29750' 52826' 28.42 14.22' R 16.00' 360'00100" 1010.56' 1 ----- NO. R40/US Dar4 awm LENGTH TANGENT S ----- N3720'49"E 6.50' ----- T 300' 105101824' 5.51' 3.92' U ----- N67'47341W 11.64' ----- V ----- N35'31'58W 11.75' ----- W 3.00' 144'4723' 7.74' 10.37' X 3.00' 10707'13' 5.61 ' 4 06' 7 \1 \ \ \ I I If I 11 I I 4�_ FEAHL11E WA Y GRAPHIC SCALE ao o zo ao ao MEDIAN DETAIL SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK' SCHEDULE "A" - IP#020101 SHEET N0. [PRMIT .• WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH•ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE ENCE UNTIL AN ENCRNCHMENT PERMIT AND/OR GRADING QEESS/ sff asm, MTO & P/aff K CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF QR APPROVED BY:Q1i MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS HAS BEEN ISSUED. `yl STEV "I( CML E EERS' LMW PARS LMW SUMEYMS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" ti > 18195 /ACLaUlP11K17T EZT, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 11 c, KHALED A. OTHMAN /%NNE, CALI0014 92714 OF ROCK V X 15' X 30' SET A BRASS DISK DATE: 1970 VATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950�' �(� /7 No. 22446 ELEVATION = 1439.662�949) 660-8822SURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/05 EXPIRES PEARLITE WAY HAL A. OTH N DATE: 9-30-Og. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL FROM STA. 10+00.00 TO STA. 12+55.91 ING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE I9 C/V�� `�qTFI��PREP R.C.E. N0. 22446 DATE PREPARED: OF SFiTS.SIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND �� MARK �� C1�FV I 1 U I ¢ D ¢SCALE: G THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS DATE: l FOR: M.E.F. HOMES, LLC. W.O. COUNTY ENGINEER COUNTY RECOMMENDED - OYLE ENGINEERING DATE: J E. ST HOR: 1 = 40 VERTi 1 = 4 FILE NO, 7-RA C T NO. 28790 S ROR0 si\ \ \ \ RIW l �� EEAN SHEET " 12' SEE SL OWUP A T RIGHT F,-O'QFsl- \ ,14A` 32 1 + /O' ° J0 O19jkF \ 7.Og 12 t o 112 � � � / 01 °• 63 \ \\ \ \ 1I -o R/ B �Ci / / / '`�-39.46 ��'=¢58, T C' \ \\ 6 E. C.R _ G• �c.,Q 1437.86 _ "L,21.09 L_3? Q�/ l// 111C. ` 25 \ \ 52 \ ♦ 4 =22.3 ��. / \ 1436.63 // *P`(/ >\ `°• C,• 1437.86 �=255 , T.c• R� R�1 D � �. �h F � v 2 T.C. OON 6 38 ♦ // � GI��$II,� , �• O 1 � G' � 23 r A �43�' 2 1436. 55 9�GI�' ,� 1436.38 \ \\ 1 G. ,2�86° CONSTRUCTION NOTES ���G. 'F m ���n�0 l� �G CA - 11 1 A - 2 8 14 60 / °d g 42'13 161 2A Ft 1 CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS II - h6 _ S 1'/ \ O N/ O > G 2 a O ono n �_ \ \\ 7 0h e�1 G �• G 85 �� 3 K N¢� 2 g' 4 2a-CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD N0. 200, C1) �`� O ,x�C, �6. 1• �. 55 8 7 Q CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. m m e6 ' �• o 1 G• 2 14�6 \ \ / C' j.C• fL 2A CONSTRUCT TYPE A-6 CURB ONLY PER COUNTY OF RIVERSIDE STANDARD NO. 201 CJ� 8 L=31. _ Z �g.4213 � \\ 1 °8' :40.50' m N 0114 Z=42.63' 4 I 3 CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD N0. 400. �°� \�\ B Ci/4 o R1W �\ 6 kS G '� 4� INSTALL STREET NAME SIGN PER RIVERSIDE COUNTY STD. NO. 816. O yv \ c I C � "� 143T•85 .� '�� � 55 84 � C,3 / 0 v 1 z 31 R CIS L 6 CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. G, T. C. 143 1436 �/ \\\ 1 o �/ 0 7 CONSTRUCT CENTERLINE MONUMENT PER COUNTY OF RIVERSIDE STANDARD N0. 901. 7.04'�_37 C FL I V � J? CONSTRUCT CROSS -GUTTER PER COUNTY OF RIVERSIDE STANDARD NO. 209. SEE SHEET NO. 8 \ T DRIVE �� NO. 13 SlL l/ER CREST 3 � \\ 1 SEE SHEET 1• 143 - ^� 1. PEAR ITE WAY NO. RADIUS DELTA LENGTH TANGENT NO. RADIUS DELTA LENGTH TANGENT NO. RADIUS DELTA LENGTH TANGENT NO. RADIUS DELTVBEVING LENGTH TANGENT �1 1 R A 300.00' 32'39'11' 170.97' 87.88' G 60.00' 35:3659' 37.30' 19.27' M 35.00' 80'0248" 4690' 29.39' S ----- N37'2049 E 6.50' ----- o Underground j Service Alert B 35.00' 85'38 O8' 52.31 ' 32.43' H 40.00' 48'50 47' 34.10' 18.16' N 60.00' 25'3922' 26.87' 13.66' T 3.00' 10510824' 5.51 ' 3.92' GRAPHIC SCALE 0 20 Call: TOLL FREE C 35.00' 96'3848' 59.04' 39.32' / 40.00' 675431' 47.41' 26.93' 0 2.50' 180'0000' 7.85' J. U ----- N67'47'34`W 11.64' ----RLITE WA Y 40 40 80 - 1-800 0 273.00' 01;3158' 7.30' 3.65' J 327.00' 0420'17' 24.76' 12.38' P 302.50' S'2826' 28.90 14.46' V ----- N35'3158W 11.75' ----- MEDIAN DETAIL 2 2 7 - 2 6 0 0 E 327 00' 06'42 :37' 38. 30' 19.17' K 60. 00' 46'24'30' 48. 60' 25.72' 0 297.50' 5'28 26' 28.42 14.22' W J. 00' 144'4723' 7.74' 10.37' TWO WORKING DAYS BEFORE YOU DIG F 60.00' 25'3922' 26.87' 13.66' L 35.00' 71'1000' 43.47' 25.04' R 16.00' 360'0000' 100.56' ----- X 3.00' 10707'13' 5.61' 4.06' SEAL -COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. NOTE • WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING QROFESS/ %- 5)MSON PORTO PIERCE AO CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION of APPROVED BY: 0 MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS PERMIT HAS BEEN ISSUED. �O� SCML ENGINEERS LAND PLANNERS LAND SURVEYORS ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36' 18195 MCDLIRM07T FAST, SUIT£ C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 11 c3 KHALED A. OTHMAN lRVINE, CALIFORNG4 92714 Z OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 �, � THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 (.. l �� #'3NEXPIRES6 (949� 660-8822 ELEVATION = 1439.662 PEARLITE WAY FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/05 �!r y� >HALE��A. OTH N DATE: 9-30-08HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVALFROM STA. 10+00.00 TO STA. 12+55.91 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE �� CIv1L �P `�q7 CIVIL ��P PREPARED DATE PREPARED: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9� F I i F¢ CAL�EO� R.C.E. NO. 22446 OF 13 SHTS. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE BY MARK APPR. DATE CA\-� �, 7D o SCALE: - ENGINEER REVISIONS COUNTY RECOMMENDED = _BOYLE ENGINEERING DATE: JOH E. STEVENSO DATE: l � HOR: 1 " = 40' VERT, 1 " = 4' FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY 3G FILE N0. !S NO RADIUS DELTA LENGTH TAA49W A 35.00' 87'38'04' 53.53' 33.58' 8 1432�.0yy0��'0 11'53' 154.91' 7. 753' C 140y.00' 066*'11 53' 151.45' 75 80' 0 1400.00' 25'5350' 632.79' 321.89' E 1368.00' 25'5350' 618.32' 314.53' TWO WORKING DAYS BEFORE YOU DIG (Lr CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 3� CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO. 400. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. GRAPHIC SCALE 12 SAWCUT & JOIN PER "OVERLAY JOIN DETAIL" SEE SHEET 2 40 0 20 40 80 SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" — IP#020101 SHEET NO. NOTE WORK CONTA/NED WITHIN THESE PLANS ShW1 NOT TRANSPORTATION DEPARTMENT COMMENCE UNTIL AN ENCRUACHMENT PERMIT AND OR GRAD/NG ��77������//yy�� ��ppTT /y �y+� �� 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE Q ESS� APPROVED BY: ESS/ S/CIC/IS � rl TO G6 P/C/fliC /'/Ili. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN ISSUE MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA STREET IMPROVEMENT PLANS F STFV CML LAND LAND SURVl�YLN�'S ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" v� 18195 M"WIT &ST, StAff C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 12 KHALED A. OTHMAN , IRVINE, CAUFOIWI 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 T' / /7 No. 22446 (949) 660-8822 EVANS ROAD FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN it Exp. 6/30/06 % EXPIRES ELEVATION = 1439.662 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL KHAL A. OTH DATE: 9-30-06 11101 FROM STA. 30+00.00 TO STA. 40+00.00 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE CIVIL �P q� CIVIL P PREPARED DATE PREPARED: 13 RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND F¢ rO� R.C.E. NO. 22446 OF SHTS. REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE MARK APPR. DIE � CA��F � 10 (¢- U�- � SCALE: COUNIY ENGINEER REVISIONS COUNTY RECOMMENDED — go, LC DATE: S DATE: HOR: 1 " = 40' VERT, 1 " = 4' FOR: M.E.F. HOMES, LLC. W.O. FILE NO. •._... • ,\ i \ \ \ \ \ ii�� iiiii iiii iiiii ii • 14 � �� li= iiii �T.�= ' '. !i- - !� II IIIIIIIIIIIIIIIIIli-1•�I�i1111 ---iiii-- i�-.�i i i\��I• ! \� '� =====�ii�!' -- i ii iiiiii ii -iiiiiiii iii iii��-� --iii i iiiiiiiii s iii • I, •, ' I ' � iiiiiiii i iiiiii i� ' ' \ \ ■ ' i!•isiii ii�iii���lsiiiiii�ii� \ \ \ ♦ \ , ♦ \ \ \ ���-�� �•� is�i \ \ �ii�ii iiiii iii _ _. iii ii iiiiiii iiii iii ii i - - iiiiiiiii iiiiiiii=iiiiiiiii iii iiiiiiii! iiiii � ' � ♦ , ♦ � iii ���.. i \ \ iiiiiiii ii� _i_i_i_i_i_i_ • • � • - ♦ \ \ \ —iiii-- ii iiii _ � -iiii-- \ ♦ • ♦ iiiiii \iii ����ii 1•=iiii- iiii_ iii 7 iiiiiii ii��ii1= \ iiii -- !iiiii \ i�!•s�i i i i i�l� iii iii iii i-'==a'i_ i� iiii is ___i__i_ \ • i_ i i \ _ii s� !iiiii _ iiii: ♦ \ iiii \ \ ��i _ iiiiii ii iiii ♦ ==: - -- ® (-o. s8r� - -- O o a C.L. o06 ov 1450 R/ T -t= PROFILE SCALE. HORIZ. 1 "= 40' VERT. 1 "=4' 27*00 Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG 28*00 - fi =� iiiii iisi�ii - i ��'.i� • _ ii �llrfii fill iiiii i i f fii -so = ii - iii 1450 LEFT -------------- 14,50 2— 9") C. L. - - Q \ iiiiiii ��•�_\ii_ i 6/4 d/4 1450— V R/G v - ... - -0 - _ - CIS •O o o v - °o �o i 29f 00 30f 00 31 f 00 32f 00 33f 00 34*00 35* 00 36f 00 37*00 39*00 39f 00 40*00 TRACT A/0. 28787 LA P/EQRA 'cSE9�l'��q�0 ROAD SEE TRACT NO L8787 �, 44' '4' PROPOSED SCHOOL SITE A01 J01 32• 12' TRACT NO. 28787 ����, 15110, FUTURE IMPROVEMENTS I �� PER TRACT 27894 II �f I I 66" R.C.P. FUTURE RIGHT—OF—WAY- SEE STORM DRAIN LINE B" --- PROPOSED RIW % /f PER TRACT 27894 RC.F.C. do W.C.D. PLANS PER TR. 28787 \� 3 / T I � I DWG. N0. 4-809� �--- _� � � ��LJ, � J \ \ PROPOSED IMPROVEMENTS / PER TR. 28787— Al -- _iiii - = � j_$W 35 36 34 I -- - TRACT BOUNDARY 12 _ I 038 — _____— _ 12 �- 3 t- - 15'33'32. W 6� O G 64� ),� ��• �6 1 8.,., 2 2 \ L_53.16' L=53.17 L=57.17 L=53.16 L- 316 (V A 16 -5 - - —\ - ' +L=24.95 L- 3 L=26.79' L=57.16' 3 —� \ -- Li - 18' L=54.02 v L=54,go �, \ I 6 39.63'=19.84' L=57. ►v n\ 56.74' ^ 0 17 , 8 g 20 �Y _ 1 6 21 cj�B.C.R. �6 h I ' W \� e 22 � 14 112 1 j 15 Ss. o 1 1 � 24 0 ,1yGo�, I I II SEE SHEET N0. 3 CONSTRUCTION NOTES 25 i �.kx�� LA PIEDRA ROAD I EVANS ROAD 0 1� CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS II NO. RADIUS DELTA LENGTH TANGENT AO 35.00' 87'3804" 53.53' 33.58' OB 1432.00' 06'1153" 154.91' 77.53' OC 1400.00' 06*1153" 151.45' 75.80' D 1400.00' 25'5350" 632.79' 321.89' E 7368.00' 25'53'50" 618.32' 314.53' NOTE- WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMIP41NG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. 2a—CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 3D- CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE 'STANDARD NO. 400. CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. 12 SAWCUT & JOIN PER 'OVERLAY JOIN DETAIL" SEE SHEET 2 SEAL —COUNTY COUNTY OF RIVERSIDE SEAL TRANSPORTATION DEPARTMENT ����OQROFESS/�f%� APPROVED BY: S orb KHALED A. OTHMAN v' c� No. 33950 /�/ �,0 No. 22446 ' Exp. 6/30/06 EXPIRES KHAL A. OTH DATE: * 9-30-08 P� Clvl\- P ` CIVIL DATE BY MARK APPR. DATE q� GF CA��F \ �{ 1, qTF� CA5 ENGINEER REVISIONS COUNTY RECOMMENDED - DATE: BENCHMARK: SIfWNSON, PORTO � PIERCE INC. CH MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF CML ENGINEERS LAND PLANNERS LAND SURVEYORS ROAD, ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" 19195 *DURMiOTT EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND IR{9NE, CARFORNIA 92714 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 (949) 660-8822 ELEVATION = 1439.662 PREPARED DATE PREPARED: R.C.E. N0. 22446 D SCALE: J0H ST S DATE: HOR: 1 " = 40' VERT, 1 " = 4' GRAPHIC SCALE 40 0 20 40 80 SCHEDULE "A" — IP#020101 COUNTY OF RIVERSIDE STREET IMPROVEMENT PLANS TRACT NO. 28789 EVANS ROAD FROM STA. 30+00.00 TO STA. 40+00.00 FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY FILE NO. SHEET NO. OF 13 SHTS.I v 0 0 PR POSED T. C. GRADE A 32' LEFT o o RE-R TRACT 28787 -0. 981T � PRO SED T. C. GRADE AT 32' LEFT hL6o o v PER CT 28788 ° PRO SD FS0 CIL1440 �No 0 OO 4 LE- T — .44 Cr 00 ov PROPOSED F.S. 0 C L PER TRACT 287 7 / Z ^ h{ p C� Q 100.00 V.C. i PV1=1 2.19 rpj 50-1-00. WC V EXISTING GlrO&W AT CIL `� M. to � '� o N o ; \ . Cr) lu _ N CIS 1440 O o h o o o C.L. -- — tj = o� op PROPOSED T. C. ADE AT32 RIGHT O ^ _ N � PR POSED -T. C. Gfv4DE A 32RIGHT -0.98 � � �"�. � h m { 1< o p � � � PER TRACT 28790 i tiW huh h+ h R1 GV7TER _ p 5t9�' -.— -- o Q 1440 o -- 1 —o_._ o - RIGHT — — — — .-.._ -0.769 ` h , i i . i PROFILE SCALE: HORIZ: 1 "=40' VER T.- 1 "=4' 40*00 41 f00 42f00 43f00 44*00 45*00 46*00 47*00 48*00 49*00 50*00 51 *00 RIM CREEK PA 87 TRA C T NO. 28787 s 130 p No. 2301 TRA C T NO. 28788 15 �� 10 9 8 7 6 2 10, 20, 10 PROPOSED PARK SITE 2 � 5 4 3 I it �� i I z P/-k / I PROPOSED RIGHT-OF-WAY PER TRACT 287ff& — — — 66" R.C.P. �' I PROPOSED IMPROVEMENTS .Q t SEE STORM DRAIN LINE "B" �' �' PER TRACT 28788 — o -_ _ _ _ _ R. C.F C. & W.C.D. PLANS �� DWG NO. 4-809 — o — �.4 — oT'—'-�— —--- -- — o PROPOSED R W - = — — � I PLANS PER TRACT 28787 _---_ �� L� - ,— — 9 ACCESSROAD E 787 7 — — _ — — — �- — — =- — — — �� — — -- — — ��' 5049 12 _ + 28 TRACT N 0' Z 42 m 43 7PROPOSED IMPROVEMENTS WW 4s 6 `� _ — _ - _ 9� PER TRACT 28787 __ - _ PROPOSED IMPROVEMEcv) y. — �, - _ - _ J _ :3 �►�� PER TRACT 28790— _ / _ - 46 y 6 o --- --- 13 TYP v L=1&6 ' L-57.1s L=5669 �; , s E CONSTRUCTION NOTES 41.13 `-�— _ — _ ��'o PROPOSED R/W ,L=11.62' N 53.01' � ��f� F 6 �-t- .—_— _ 71 _ 1 — — — PER TRACT 28790 , 1� CONSTRUCT 0.25' A.C. OVER 0.33' A.B. CLASS ll y, 1 9093 L_36 48 a, �, �L=44.58' L=90.88' =13 a► V �G ` � � CONSTRUCT TYPE A-6 CURB PER COUNTY OF RIVERSIDE STANDARD NO. 200. 1 29 I V m I zlCal \�L CURB AND GUTTER JOINTS PER COUNTY OF RIVERSIDE STANDARD NO. 205. 26 27 28 29 I Iw O—CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO.400. J0 1 sEE s//EEr nb 11 v O I * a , , 4 I I y SEE nPAcr nro 28790 \ � CONSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. PEARL/TE WA Y 5 % % 6 7 ROSEA TE CIRCLE �2 SAwcur OVERLAY &FEATHER JOIN Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TWO WORKING DAYS BEFORE YOU DIG W. RAW DELTA "TH TAI1AMYr A 1400 010' 06109 22' 150.42' 75.28' B IJ68.010' 06109 22' 148 99' 73.58' C 103i2.010' 1010228' 180.86' 90.88' D 1000.A0' 1010228' 175.25' 87.85' E 35.00' 8538108' 52.31 ' 32.43' E 35.00' 96'38148' 59.04' 39.32' TRACT NO. 287,90 &INSTALL CALTRANS TRAFFIC DELINEATORS TYPE "F" EVANS ROAD GRAPHIC SCALE ao 0 20 ao ao SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 7�',�7/�/�/ 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCRWHMENT PERMIT AND/OR GWING QF#ESS/ APPROVED BY: ESS/ sff i 'r.)(/11 �jQ & P%� 1K. CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN ISSUED. � l STEv t 6ML DV&AfDK bw P1�AAhV W [AA/D sins RoAD,E115 FEET SOUTHEAS OFRTHEDMOST FEET ASTERLYTOF TWO 36IETA STREET IMPROVEMENT PLANS - p 18195 Mca Wff EAST, SYME C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 13 c� KHALED A. OTHMAN �, c3 /RV� CAL/FOYd1114 92714 OF ROCK 4 X 15' X 30' SET A BRASS DISK DATE: 1970 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 O / 7 / No. 22446 (949) 880-8822 EVANS ROAD FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/05 EXPIRES ELEVATION = 1439.662 HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL AL A. OTHMA DATE: 9-30-08 FROM STA. 40+00.00 TO STA. 44+25.81 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `P� CIvIL �P rF CIVIL O��a\P PREP R.C.E. NO. 22446 DATE PREPARED: RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9� CAS\Fc _ ¢ CAIlF OF 1 SHTS, . REVISING THE PLANS FOR APPROVAL BY THE COUNTY. DATE � MARK REVISIONS ��' �� � 1U l4 US DATE: (� �d � SSE' " ' " ' FOR' M.E.F. HOMES, LL.C. W.O. COUNTY ENGINEER COUNTY RECOMMENDED - LE ENGINEERING DATE: J ST HOR: 1 = 40 VERT+ 1 = 4 FlLE NO. RIM CREEK PA TH l l \ /-1 C 7- NO. O. 28787 SEE TRACT NO. 28787 TR% C T NO. 28788 U 30' 30' 13 �� 10 9 8 7 6 5 4 �2 10' 2020 10 PROPOSED PARK SITE 2 � 9 I z I PROPOSED RIGHT-OF-WAY PER TRACT 28746- 66" R.C.„P. G,� Q I I I PROPOSED IMPROVEMENTS - — — — — — ra SEE STORM DRAIN LINE B 6 �G1 ) + ; I PER TRACT 28788 o _ _ R. C. F. C. & W.C.D. PLANS / DWG NO. 4-809/--- opX PROPOSED R/W PER PLANS _A _ PER TRACT 28787 AC _ _ — _ _� ___ — CESS ROAD _ — 0 NO. 28787 TRACT 50 49 _ — +— 0 \� r 41 m — — -- 42 -- -- -- - — ^- N00' 15'19 "E — — -- -- - `r PROPOSED IMPROVEMENTS 48 1 "g 43 - -- - 9 PER TRACT 28787 - _ --PROPOSED— m 44 ,key. �• �_ - __. _� -- '�G�' T 128 R90 EME — — R1 �v� ik 45 G 46 O 08 y9 2 1k� • G 1� • k'�6. 6'� � N 1rk�kGy k11 F1.• 1 �k�� ^v � f0:1 TAPER .� 13 TYP. _ � — — — � _- � UZI O 3 ,59.49 w CONSTRUCTION NOTES ►v L=18.6 ' L=57.16 L=56.69' �i /P/IY 6 E —�� 41.13' �— — — — — —� Xo�� PROPOSED R/W [=11.62` 53,01 _ k�16 F g _ — _ -__ —_ — — — j PER TRACT 28790 � , 7108 1746'_ _ 2.20 3�r'o 1 CONSTRUCT 0.25 A.C. OVER 0.33 A.B. CLASS 11 T11 L=36.48' a' c'2L=90.88'i► Q� vGi �' -z BCR E STANDARD NO. 200. 2U ry '129% CURBT ANDT CUTTER JOINSRPERECOUNTY OF RIVERSIDER COUNTY OF IDSTANDARD NO. 205.I �2- c�Q N2 27 2U 29 I I c'n' \�c�3 -CONSTRUCT SIDEWALK PER COUNTY OF RIVERSIDE STANDARD NO.400. 3000NSTRUCT CURB RAMP PER COUNTY OF RIVERSIDE STANDARD NO. 403, CASE A. SEE SHEET ND. 11 h C� N Z I I • SEE TRACT N0. 28790PEARL/TE WAY a LZ 114 6 ' ROSEATE CIRCLE N0. R40/US DELTA LENGTH TANGENT 1 13 � � I 115 � 12 SAWCUT, OVERLAY &FEATHER JOB N R Underground 0 1400.00' 06109 22' 150.42' 75.28' TR�I C T l �O. 28790 13 INSTALL CAL TRANS TRAFFIC DELINEATORS ORS TYPE a g Service Alert 1368.00' 06.09 22" 146.99' 73.56' Call: TOLL FREE Oc 103200' 1070228" 180.86' 90.66' EVANS ROAD GRAPHIC SCALE1— 8 0 0 1000.00' 1070228' 175.25' 8785' 2 2 7— 2 6 0 0 40 0 20 4�� eo OE 35.00' 85'38 08' 52.31 ' 32.43' TWO WORKING DAYS BEFORE YOU DIG OE 35.00' 96138 48" 59.04' 39.32' SEAL —COUNTY COUNTY OF RIVERSIDE SEAL BENCHMARK: SCHEDULE "A" - IP#020101 SHEET NO. NOTE.° WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GR,4D/NG QR�ESS/ APPROVED BY: FF_SS/0 57f MON, PbRTO & PIERCE INC CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF PERMIT HAS BEEN ISSUED. O IF�I �a STf�� CML ENGINEERS LAND PLANNERS LAND SUR010RS ROAD,MURRI115 5ROAD ET SOUTHEAST OF THE MOST EASTERLYEAST OFFTWOR36 TA STREET IMPROVEMENT PLANS �pZ s'p��� 19195 McDURM07T EAST, SUITE C EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK IN THE MOUND TRACT NO. 28789 13 ( KHALED A. OTHMAN �n OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 �*, lR�/NE, CALIFORNIA 92714 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE D�f No. 33950 �6 O �/ % , '� No. 22446 i (949) 660-8822 ELEVATION = 1439.662 EVANS ROAD FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/05 EXPIRES HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL AL A. OTHMA DATE. 9-30-08 FROM STA. 40+00.00 TO STA. 44+25.81 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE r �P CIVIL. ��P PREFAB DATE PREPARED: �q� CIVIC 9TF¢ CAUFO� R.C.E. NO. 22446 OF 1 3 SHTS. RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK APPR. DATE F CF CA\_�F { SCALE: REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS / lO l4 [�� DATE: �� �d FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY ENGINEER COUNTY RECOMMENDED - YLE ENGINEERING DATE: J HkN E. STEVENSOIII HOB: 1 = 40 VERTU 1 = 4 FILE NO. Underground Service Alert Call: TOLL FREE 1— 800 227-2600 TiMO WOMONG DAYS BEFORE YOU DIG D 100 50 0 100 200 300 GRAPHIC SCALE: 1 "=100' EXISTING R/W -� IN THE UNINCOP 6PAtEb TERRITORY OF THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA STREET LIGHT PLAN TRACT NO. 28789 RSA LA PIE OFF -SITE ACCESS ROAD SEE TR. 28790 TRACT BOUNDARY R/W LA PIEDRA ROAD 35 ■ OFF -SITE ACCESS ROAD WON T �4M a i N a ��t�i- *- 31 1 TrIACT N0. 281V GENERAL NOTES: 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 (800) 227-2600 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. 4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT. PALOMAR 5. SCE SERVICE PLANNER: BARBARA YATZEE, WORK ORDER NUMBER: 6477-2829 A.I. #X-1841, 6477-2832 A.I. # X-1843 AND 6477-2835 A.I. #X-1844 PROJECT SITE STREET LIGHT LOCATIONS: 7'-12' Z'•� MPS SIDEWALK 14 ESCONDIDO FREEWAY NEWPORT ROAD a 0 z ' ��R�7 IL�A PIEDRA ROAD HOLLAND ROAD VICINITY MAP N. T. S. SEC. 2, T. 6 S., R. 3 W. 50' — 60' CL 6" CURB 2% ( A.C. PAVEMENT BASE COURSE COMPACTED SUBGRADE LEGEND 0 Q 0 ALBION LANE o (VACATED) I� Z Q STREET LIGHT LOCATIONS: m 2$ 6" CURB BASE COURSE COMPACTED SUBGRADE INTERIOR STREETS NOT TO SCALE ' 100 WATT, 9500 LUMENS, HPS NOSTALGIG STREET LIGHT ' 200 WATT 22,000 LUMENS, HPS NOSTALGIG STREET LIGHT EXISTING STREET LIGHT CONSTRUCTION NOTES INSTALL 100 WATT, 9500 LUMENS, 20 EA HPS Af9&T466/P, STREET LIGHT STREET LIGHT PER. RIV. Co. STD. No. 1000 INSTALL 200 WATT, 22,000 LUMENS, � EA HPS N9&;rA,& STREET LIGHT 7 Q STREET LIGHT PER. RIV. Co. STD. No. 1001 R/W 7 12' 2% 8106 1 SP2 ► I REMOVED ST. LT. STq . 43foo b",SEAL—COUNTY COUNTY OF RIVERSIDE SEAL SCHEDULE "A" — IP#020101 SHEET NO. NOTE WORK CONTAINED WfIHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT y?,pFESsio BENCHMARK: COUNTY OF RIVERSIDE COMMENCE UNTIL AN ENCRlti4CHMENT PERMIT AND/OR GRADING QF#ESSI APPROVED BY: � ST�Fww� S/CI'UIm � P TO & p/� I/II�. 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC STREET LIGHT PLAN PERMIT HAS BEEN ISSUED � � O� CM( EAGMWEERS " PL44KEERS LAAO S(AP fVRS CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF Z 18195 MATT EAST, S1111E C MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA 1 E3 KHALED A. OTHMAN RIME roc 92714 ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT NO. 28789 No. 22446 I,p'� EUCALYPTUS TREES TOP OF A 3 X 5 X 6 ROCK IN THE MOUND THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE No. 33950 (949) 860-8822 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN Exp. 6/30/06ca4441�bwwcl 1O l �% • EXPIRES HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL 9-30-08 ELEVATION = 1439.662 OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE `r� CIVIL �P LED OTH DATE: S� civil_ PREPARED 22446 OF SHTS RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND 9� �F '9lF �0� _ R.C.E. NO. DATE BY MARK APPR. DATEOF REVISING THE PLANS FOR APPROVAL BY THE COUNTY. REVISIONS CA1 --- I U " I�'US �`� _�. �� o SCALE: COUNTY ENGINEER COUNTY RECOMMENDED: B E ENGINEERING DATE: J0 DATE: ZGbS HOR: 1 " = 100' FOR: M.E.F. HOMES, L.L.C. W.O. Q E. STEVEN FILE N0. l� Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG J 100 50 0 100 200 300 GRAPHIC SCALE: 1 "=100' SP2 NOTE.° WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR GR4D/NG PERMIT HAS BEEN ISSUED, THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY AND ACCEPTIBILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND DATE BY MARK REVISING THE PLANS FOR APPROVAL BY THE COUNTY. ENGINEER IN T14E UNINCOPPONA rED TERRITORY OF THE COONTY OF RIVERSDE, STATE OF CALIFORNIA ESCONDI DO FREE WA Y STREET LIGk T F)LAN NEWWPORT ROAD TRACT NO. 28789 I z PROJECT SITE MOMI W LA PIEDRA ROAD OFF -SITE ACCESS ROAD Z4 pI RpAO SEE TR. 28790 EDRq 215 0 Q 7 ! ALBION LANE 3� (VACATED) 54 �i 8 a 1 38 �I HOLLAND ROAD ., JI •56 37 '° VICINITY MAP 36 N. T.S. !V' 35 SEC. 2, T. 6 S., R. 3 W. 31 �9x i 12 It I I' 58 i 13 34 -- 3 32 83 1 14 29 3? , i B 1 ��-��v �_ y 20 �, 34 \� 26 y y ; 28 z�S �,m112s ', �, `i �,C� �. 15 EXISTING R/W --,` REMOVED ST. Z T. 6) 9 TA . 43 f00 REVISIONS ji 17f7o 79 '\ y 17 78 80 8 1 82 83 , �� --- -- - �s 18 34 PROP. R W �' �'' 1 \ 20 / QO - 0 � ^+ 77 35 0/�,� 12 g494 95 d � 36 69 � 87 93 96 88 � 76 2PROP. R/W I 92 89 90 91 -- 37 75 74 73 72 71 70 68 �s� 38 w PROP. R/w '� PROP. R/W � ,SIR' sn?EEr ucHr Locanays snz�r ucHr Locanays ° '} 97 I 38 67O '� �, 12 62 63 64l 9a,w R1w39 +I6566 998 TR4CTBOUNDARY - 5060 61 106 PROP. R/W 100 25'-30' CL 25'-30' 40 PROP. R/W ^ i � i• 102 101 7'.,12' 18' 18' 7 12' A g., .13+g2 60 .� v 107 104 103 I o 105 MPX. � 9 4 1 6" CURB 290 C'1R �O ' 00 - I1 2� 6" CURB A.C. PAVEMENT /W 42 ,� �� 108 117 118 119 1 MPS �� ( 2q wry, PROP. R W 59 ti PROP. R/W 114 115 116 T. SIDEWALK BASE COURSE BASE COURSE �q \ w / \ PROP. R/W _13+61 J,' 1 12 113 w S 43 55 54 109 1 1 1 U, 120 COMPACTED SUBGRADE COMPACTED SUBGRADE 17 ' 0 56 30' 30' 30 30 1 �� 58 57 53 10' 0 20 1 V o 19 __2 16 10' 02� 44 �+ 110 7 �_ �? o� 121 -I � --I-- N � PROP. R/W 15 45 49 50 51 52 15 ' - + - 123 _INTERIOR STREETS 48 PROP. R/ X , N 126 125 124I 122 NOT TO SCALE 14 23 46 4 7 129 128 127 �, PROP. R W � 13 AO 131 130 �cn / �• J; - w - 84 , - - - - 13 01 2-- 1 42 42 10 LA PIEDRA ROAD ILA ' 32 36 37 ■ OFF -SITE ACCESS ROAD ` - O 3 2 + 1 �' 32 }_ 34 - � r ■ i a s ttF� - - 12 F., N 33 5 32 7 6� N 9 30 31 .i'.� +22 � 19 ' �� 10 �9� 28 '6 tit �w 27� RoAD ��AGTN -Ep LEGEND 26 , / LA P 25�.� GENERAL NOTES: ' 100 WATT, 9500 LUMENS, HPS NOSTALGIC STREET LIGHT 200 WATT, 22,000 LUMENS, HPS NOSTALGIC STREET LIGHT 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, EXISTING STREET LIGHT COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN CONSTRUCTION NOTES ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY. 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1 (800) 227-2600 INSTALL 100 WATT, 9500 LUMENS, 20 EA AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL HPS A'eS Ai- / STREET LIGHT RESPONSIBILITY FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. STREET LIGHT PER. R/V. Co. STD. No. 1000 4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT. PALOMAR INSTALL 200 WATT, 22,000 LUMENS, )3, EA #9��A6 Q 5. SCE SERVICE PLANNER: BARBARA YATZEE, WORK ORDER NUMBER: 6477-2829 A.I. #X-1841, HPS � 6477-2832 A.I. # X-1843 AND 6477-2835 A.I. #X-1844 STREET LIGHT PER. RIV. Co. STD. No. 1001STREET LIGHT 7 q �" LSEAL—COUNTY COUNTY OF RIVERSIDE SEAL SCHEDULE "A" - !P#020101 SHEET NO. TRANSPORTATION DEPARTMENT PR)FESS/O BENCHMARK: COUNTY OF RIVERSIDE ESS/APPROVED BY: STE�F SffUSON, PORTO & PIERCE INC. 2.2 MILES SOUTH ALONG MURRIETA ROAD FROM THE CATHOLIC STREET LIGHT FLAN F ` a`Z� tiSo CML ENGINEERS LAND PLANNERS LAND SURVEYORS CHURCH IN SUN CITY 0.15 MILES FROM THE INTERSECTION OF 18195 McDURA/OTT EAST, SUITE C MURRIETA ROAD AND NEWPORT ROAD, 246 FEET EAST OF MURRIETA y C� ROAD, 115 FEET SOUTHEAST OF THE MOST EASTERLY OF TWO 36" TRACT NO. 28789 c3 KHALED A. OTHMAN m No. 22446 IRNNE, C,4LIFORNW 92714 , L�jNo. 33950 EUCALYPTUS TREES TOP OF A 3' X 5' X 6' ROCK .N THE MOUND r�L� / (949) 660-8822 OF ROCK 4' X 15' X 30' SET A BRASS DISK DATE: 1970 Exp. 6/30/06 —Civil 1 ! �� O * EXPIRES 9-30-08 ELEVATION = 1439.662 r� CIVR �P ALED OTHM N DATE: `� CIVIL ��P PREPARED B 22446 OF SHTS APPR. DATE q� � CA1-�F� � �' ��F� �L\FOR f, J �' R.C.E. N0. I U �� US - SCALE: „ COUNTY RECOMMENDED: BOYLE ENGINEERING DATE: DATE: �0�0 ZGbS HOR: 1 = 100 FOR: M.E.F. HOMES, L.L.C. W.O. COUNTY � JOHN E. STEVENSON FILE NO. 9,_?o KK