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937-V 6/29/2005 Street Improvement Plans Chambers Ave,Joilet Way,Summer St,Grosse • COUNTY OF RIVERSIDEGENERAL NO TES. 15 1. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/OWNER CONTRACTOR TO APPLY TO THE Q cr) RIVERS/DE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT TRACT NO 3 , 507 FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC ETHANAC USE; AND TO BE RESPONSIBILITY FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL STREET IMPROVEMENT PLANS REGULATIONS DURING THE LIFE OF CONSTRUCTION ACTIVITIES FOR THIS PROJECT, ADDITIONAL Q STUDIES AND/OR PERMITS MAY BE REQUIRED. l\ Z 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND 3 RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM COUNTY OF CONSTRUCTION W SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. PHONE.- (909) 955-6885. UJ\JSU9Dl Vi-f 0 J. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO COUNTY STANDARD N0. 816. J�losll r rlJlVJr PARK � ROUSE RD. C) APN 335-110-012 4. ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT RACT BOUNDARY O IMPROVEMENT STANDARDS AND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 461 AND # LOT CHAMBERS SUBSEQUENT AMENDMENTS. ` - j 1 f0 f09 f08 f07 f06 fo5 fo4 f03 f02 fo1 AVENUE �o W N6- f00 99 98 97 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO NOTIFY THE ENGINEER TO INSTALL STREET � ' € 111 1 18 17 16 15 14 13 12 11 _--__- Q)64 CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461. N 1+ ; 96 39 L__ 0 .1 CFS co 112 - --PAL Z� AlE_jL - L€0S-� - .1_CF _ to MCCALL BLVD 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE /N PLACE PRIOR TO PAVING THE STREET, ,�- - -__ _ _ _ - ---�- INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, STORM DRAINS. �ii 95 40 T __ __ -I _ -r -' W O o I: 113 1ss HET - S ET 9 012 -_-tfOSTR�4f� - 97. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALL AND CONSTRUCTED TO COUNTY �� , =8. CFS - Z 1j �� O STANDARD NO. 206 AND/OR NO. 207, AS DIRECTED /N THE FIELD. 0 lip h 1� 166 167 168 169 170 171 1 94 �. Ql =5. C SH ET 10 8 1 I \ 172 173 174 41 42 43 44 45 46 47 48 49 50 51 I I 52 5 54 55 56 57 58 V �1 N 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR DEVELOPER TO INSTALL AND MAINTAIN ALL ' U0 ` W 763 161 160 159 f58 157 fss �W 93 175 " ,� 59 60 61 62 63 64 I �f• 7 N CONSTRUCT/ON REGULATORY, GUIDE AND WARNING SIGNS WITHIN THE PROJECT LIMITS AND ITS I __ 154 153 = 83 82 8/ 80 79 78 I-- 90 89 88 87 86 85 84 I I=77 76 75 74 73 h SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL THE FINAL O I HST y 162 C #11 ' 92 CB 6 72 71 4, Q �) M !f ,� 10 B 70 69 68 67 66 1 6 COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY A TRAFFIC CONTROL PLAN MUST BE F _- _ _ Q 00= .8 FS j Q1 0= 0.5 FS Q1 0= .5 S In 10 =3. CF SUBMITTED FOR REVIEW AND APPROVAL PR/OR TO OBTAINING AN ENCROACHMENT PERMIT. I f 10= .5 FS - 91 - Q 0= .2 S _ B#2 � VICINITY MAP h ff5 � .� R - ------ --- 0= .6 FS _ _ - - _Q =2.1 CF 100 7.8 CFS 5 �� 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN AFTER ROUGH GRADING /S I'� _ Q 1 4.9 C F Q Irk ----- - _ - _ - _ - - N.T.S. COMPLETED TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 /F S E _ _ __ _ _ g - - - + `�__-=--- _=I 4 F - '� CB 7 E 8 C 4 EXPANSIVE SOILS ARE ENCOUNTERED. C 9 - -- - Z Q19o= .s CFS Q1 0= 8 C S Q, 00= .3 c S c #3 _ HET o-Zm 5 SOUTH 3 WEST 21 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE Q ' 118 10= .4 FS Q 0= .5 C S 10= .1 C S 100 1.7 F W T _SOUTH R _ S 117 118 119 120 121 122 1Z3 124 125 126 127 128 129 130 131 132 133 154 135 38 f39 f40 141 142 10 1.1 F , , ET. i . `wsQ ASPHALT SURFACING. FOG SEAL AND PAINT BINDER SHALL BE APPLIED AT A RATE OF 0.05 AND 0.03 GALLON PER 136 f37 143 144 f45 14s 147 f48 f49 15o SIN SQUARE YARD RESPECT/VELY. ASPHALTIC EMULSION SHALL CONFORM TO SECTION 37, 37 AND 94 OF THE STATE _-_- .�L- ....� ,., „_ ,,- ,, ,,, ,,, ,,, ,,, ,,, LL L� 151 152 _ W 1 2 3 i ? -__LIL- LL LLI LL L LL L 4 IJ L4 4L 4L 4L Y4 44 YY 4L 4 y I ��Q STANDARD SPECIFICATIONS. ------- LOT D SHEET 12 _ -� - ------------ --- -------------- ----------------- _ _ o-_ --- --y--w--- ----- W a SHEET 13 L T C t� SHEE 14 W Q 11. INSTALL STREET TREES /N ACCORDANCE WITH ORDINANCE NO. 460 AND 499. (MAGNOLIA GRANDOLFLORA - PODOCARPUS GRAC/L/OR, QUERCUS ILEX) R:: CHAMBERS T B C 14 rrr?A r7 I71D . r-r �i-/�.i� Q =g s CFS 12. STREET LIGHTS SHALL BE INSTALLED /N ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. �' l I GROSSE PT. TFU1 l 4J -0- ' TRACT BOUNDARY 410=5.4 CFS J�J/� .�/.� �.� DRIVE JVl/B /6_/;36_fl 1 J L YT 13. AS DETERMINED BY THE TRANSPORTATION DIRECTOR, THE DEVELOPER IS RESPONSIBLE AS A MIN/MUM APN 335-261 O 11018 APN 335-241-011011 FOR ROAD IMPROVEMENTS TO CENTERLINE, AND MAY BE REQUIRED TO RECONSTRUCT EX/STING PAVEMENT, INCLUDING BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE INDEX MAP CURRENT ASSIGNED TRAFFIC INDEX. SCALE. 1 = 150 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 SCALE IN FEET ALL LANDSCAPING ON ALL OTHER STREETS, SHALL REQUIRE SEPARATE LANDSCAPE PLANS. ALL LANDSCAPING 0 150' 300' 450' 600' ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JUNE 1990. 15. ANY PRIVATE DRAINAGE FACILITIES SHOWN ON THESE PLANS ARE FOR INFORMATION ONLY. BY SIGNING THESE LEGEND IMPROVEMENT PLANS, NO REVIEW OR APPROVAL OF THOSE PRIVATE FACILITIES IS IMPLIED OR CONSTRUCTION NOTES QUANTITIES A.C. ASPHALTIC CONCRETE INTENDED BY THE RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT. B.C. BEGIN CURVE 1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.II 314 967 SF 5,669 TONS 2 916 CY B.V.C. BEG. VERTICAL CURVE 16. A. CONSTRUCTION PROJECTS DISTURBING MORE THAN ONE ACRE MUST OBTAIN A NATIONAL POLLUTANT / / B.W. BACK SIDEWALK W WIDTH C.B. CATCH BASIN DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT OWNERS/DEVELOPERS ARE REQUIRED TO FILE A 2 coNsrRucT TYPE A-s" CURB AND GUTTER PER R/V. CO. STD. N0. 200 11,182 LF C.L. CENTERLINE V VERTICAL DEPTH NOTICE OF INTENT (NOI) WITH THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) AND PREPARE A STORM O3 CONSTRUCT TYPE A-8" CURB AND GUTTER PER RIV. CO. STD. No. 201 2,668 LF E.C. END CURVE V.C. VERTICAL CURVE WATER POLLUTION PREVENTION PLAN (SWPPP) AND MONITORING PLAN FOR THE SITE. O E.P. EDGE PAVEMENT _ Y :5'- _ INDICATES SLOPE 2.1 D 3A CONSTRUCT TYPE -1" CURB ONL Y PER RI V. CO. STD. NO. 20J 46J LF E.G. EDGE GRADE B. PR/OR TO ANY CONSTRUCT/ON, THE DEVELOPER SHALL PROVIDE THE COUNTY A COPY OF THE NO/ WITH A E.V.C. END VERTICAL CURVE 0 AC PA VEMENT VALID WD/D NUMBER. O4 CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION 330 LF F.L. FLOW LINE 0 REMOVAL O5 134 SF F.S. FINISH SURFACE GRIND 17. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SIGNS AND MARKINGS NOT INCLUDED /N CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 45, G.B. GRADE BREAK 0 THE SIGNING AND STRIPING PLAN WITHIN THE PROJECT AREAS, OR ON ROADWAYS ADJACENT TO THE PROJECT O6 CONSTRUCT CROSS GUTTER PER RI V. CO. STD. NO. 209 & 209A 5,575 SF H.P. HIGH POINT _ 1lL _ EDGE OF PAVEMENT BOUNDARIES, UPON REQUEST OF THE DIRECTOR OF TRANSPORTATION OR HIS DESIGNEE TO IMPROVE TRAFFIC SAFETY ON INV. INVERT THE ROADS UNDER THE JURISDICTION OF THE DEVELOPER. O7 CONSTRUCT 4 THICK PCC ACCESS RAMP PER RIV. CO. STD. NO. 403, CASE A 18 EA L.E. LANDSCAPE EASEMENT (35.00) INDICATES EX/STING ELEVATION O8 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. NO. 816 15 EA O.C. ON CENTER 25.40 INDICATES PROPOSED ELEVATION 18. EXISTING STORM DRAIN PIPES/CULVERTS (WHETHER TO BE CONNECTED TO, EXTENDED, ADJUSTED, DRAINED TO, OR JUST P.C.C. POINT OF COMPOUND CURVE o INDICATES ST.LT. IN THE PROJECT VICINITY) MUST BE PREPAIRED, AND/OR CLEANED TO MAKE THEM FUNCTIONAL AND ACCEPTABLE AS �9 CONSTRUCT CURB INLET CATCH BASIN PER R/V. co. STD. No. 300, "W" PER PLAN 16 EA (R) RIDGE LINE + INDICATES TREES DIRECTED BY THE TRANSPORATION DEPARTMENT 1� CONSTRUCT DRIVEWAY APPROACH PER RI V. CO. STD. No. 207 31,150 SF R/W RIGHT OF WAY TAN. TANGENT 14 ADJUST SEWER MANHOLE TO GRADE 25 EA T.C. TOP OF CURB NOTICE TO CONTRACTOR: R RATE OF GRADE 15 CONSTRUCT GUTTER DEPRESS/ON PER R/V. CO. STD. No. 311 5,575 SF T.R. TANGENT RATE OF GRADE 16 THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY PIPES, INSTALL R-1 STOP SIGN 3 EA STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY- NO SERVICE LATERALS) WERE ASCERTAINED BY A 17 INSTALL 120V, 10OW H.P.S.V. 9,500 LUMENS 28 EA REVIEW OF RECORDS PROVIDED BY THESE STREET LIGHT PER RIVERSIDE CO. STD. NO. 1000 MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR �7 INSTALL 120V, 100W H.P.S V. 22,000 LUMENS 9 EA UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. STREET LIGHT PER RIVERSIDE CO. STD. No. 1001 18 SAWCUT EXIST. PAVEMENT 3,365 LF INDEX OF SHEETS: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT 18A THE UTILITIES LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON REMOVE EXIST. PAVEMENT/ RECONSTRUCT TO MATCH EXIST. PAVEMENT 5,103 sY SHEET NO DESCRIPTION THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR 19 RELOCA TE SIGN & POST 5 EA PRIOR TO COMMENCEMENT OF CONSTRUCTION. 20 REMOVE & SALVAGE TO R/V. Co. 5 EA 1 TITLE SHEET 2 TYPICAL SECTIONS CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING 21 PROTECT /N PLACE- EXISTING SIGN 1 EA 3 JOLIET WAY/ PLAN & PROFILE DAYS PRIOR TO EXCAVATION. RELOCATE TEL BOX BY OTHERS 1 EA GROSSE POINT DRIVE/ PLAN & PROF/LE 22 SUMMER STREET/ PLAN & PROFILE THE QUANTITY ESTIMATE SHOWN HEREON /S FOR THE USE OF GOVERNING AGENCIES 2 CONSTRUCT STAMPED A.C. PAVING KEYSTONE PAT7FRN TERRACOTTA COLOR, AND 4 LEOS TRAIL & ERIKA WAY/ PLAN & PROF/LE IN DETERMINING BOND AMOUNTS AND/OR FEES AND /S NOT TO BE USED FOR BID BAND-SOLDIER COURSE BORDER, DOUBLE ROW TO EQUAL 24" WIDE SIERRA COLOR. 5 MOONRISE LANE & PALM BREEZE LANE/ PLAN & PROFILE PURPOSES. INSTALL PER MANUFACTURER'S SPECS. 13,839 SF 6 PALM BREEZE LANE/ PLAN & PROF/LE 7 MOONRISE LANE FROM 10+00.00 TO 20+50.00 / PLAN & PROF/LE 24 REMOVE & RE-CONSTRUCT EXIS77NG 8" CURB & GUTTER PER R/V. CO. STD. NO. 201. 1,455 LF 8 MOONRISE LANE FROM 20+50.00 TO 31+00.00 / PLAN & PROFILE 9 LEOS TRAIL FROM 10+00.00 TO 19+89.75 / PLAN & PROFILE 0 O 2� REMOVE & RE-CONSTRUCT EXlS11NG 26' WIDE COMMERCIAL DRIVEWAY. 454 SF 10 LEOS TRAIL FROM 19+89.75 TO 23+JZ29 / PLAN & PROFILE 2� REMOVE & RE-CONSTRUCT EXISTING 4" THICK SIDEWALK PER RIV. CO. STD. N0. 400 & 401. 1,500 SF MOONRISE LANE FROM 31+00.00 TO 32+85.68 / PLAN & PROFILE 11 MURRIETA ROAD 12 CHAMBERS AVENUE FROM 10+00.00 TO 20+00.00 / PLAN & PROFILE ROADWAY EXCAVA770AI 8984 CY 13 CHAMBERS AVENUE FROM 20+00.00 TO 30+00.00 / PLAN & PROFILE DIAL TWO WORKING STREET TREES 246 EA 14 CHAMBERS AVENUE FROM 30+00.00 TO 36+34.70 / PLAN & PROF/LE BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMj T-600-29-68 TRACT NO. 30507 - IP 040040 SKEET No. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF/NT. OF MURRIETA SHALL NOT COMMENCE UNTIL AN Q � QN MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE OT F �NOMAS '� ' LANCASTER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT. " ENCROACHMENT PERMIT AND/OR A � P�� ti �� PROVED BY: �� s�Fti 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT S/E OF THE EASTERLY COR. of s Foor SCHEDULE A 2 ONTARIO, CA 91761 STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. i �, ` G l Z g lO �Q A �^ PHONE BLOCK WALL, 2 FT S/W OF A POWER POLE 1623732-E, SET A BRASS Q No. 62183 rt (909) 937-9151 r N DISK /N THE TOP OF CONCRETE POST LEVEL W17H THE SIDEWAI.K. No. 6-30 0 H D A. T AN, P.E. DATE Expi 9-30-05 TI TLE SHEET 14 THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Ex pi 06-30-06 * � � - 1429.249 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � p Q E. 33 0 CP. 06-30-06 �, Q {.•�.o f ELEVATION: OF _ SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE VqT clvl�- ��� �q� CIVIC- ��~ PREPARED A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE I CAIFO �O-z,+-OS FOF F� R.C.E. NO. 62183 SCALE: 937- FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMEND BOYLE DATE CALL DATE: FEB. 2004 9-30-05 H: AS SHOWN V: N/A J17HN LAING HOMES FILE N0.FOR APPROVAL BY THE COUNTY. EXP. DATE: JA714-1809\streets\st0l.dwa.5/20/2005 3:08:53 PM.MVA F. CURVE TABLE CURVE DELTA RADIUS LENGTH 2 ' PER PLAN A 180.00'00" 6.00, 18.85' MOONRISE LANE GRIND 0. 10' MIN. SAWCUT AND REMOVE B 180,00,00" 9.00' 28.87' SE SHEET 8 EX/ST.PAVEMENT AND EX. PAVEMENT MOONRISE LANE o OVERLAY 0. 10 MIN. SEE SHEETS o ENHANCED PAVING ;► PER LANDSCAPE PLAN I F om o c� I � ^ ? / I ICI I oo I '' Gh M,c� cV c� 4i o o Q EXISTING PAVEMENT o NEW PAVEMENT h �O � LO r t � I AC OVERLAY DETAIL o m �� 68 + + W �1 N.T.S. ;u 4 2 m m G���G ( �� R/W R/W II G 7 ^� 0 0o nv rn rn o o - - I � W � I 56 omom Q ± 7 28' 28' o I - ^ m GPI 78, 10' n + tit p9 16) ` 5 g 10' 18' 18' 10' II 11- 2 0 � `l� NOG ���� ti PAD 2 7 6 LEVEL LINE 6' AX PAD Ln M 5 6 `ll�`�G 10 �, GROSSE POINT DRIVE 'yq-I' 2.OT 2.09 22 I16 8 N� ��`�G 1� �s 61 t ��G ��•G c, o ti� 12+D0.76 CL /NT MA - - - --_ 7 CI �G �G 1 s I ;o 00 �°� " �G 3A �1 3A ( �F� �, * I =21+25. 14 ytca')' � gIGROSSE POINT DRIVE N 0 9 4 E A A , g ® , - F�' I MOONRISE LANE CONC. SIDEWALKCONC. SIDEWALK�1 10+00.00 CL /NT. 0JOINT UTILITY TRENCH `l �, � G cn� ti G oo (ADJUST TRENCH TO , STREET o o h �h. G =23+31. 19 CHAMBERS AVE. 0 p AVOID CONFLILCTS) 1 0 0 CL /N71 N 8 4'06" W _ tA'G oo �,� rn A 12+00 F5 y 6 ��s 1Gco 9 0.75' AC 6 GUTTER CURB =1 94 - - `l G c� s t c, 0 9 `L F� ^ A �G 9� sr, SUMMER STREET o t °� ��' G �. o �ti' G s M / ROAD I I 6�ti A �� G °) 12+08.00 CL INT. F��� o� N 01 c� �' 6 CONC. CURB PROP. 56 R/W O16 6 s I �. & GUTTER y 9 ? =I I+33.78 �' o `l - - 6 4,(0 1 � 99 �o � �� 96 5p � '(G 7 � N.T.S. �G G 3A ��' '5 `L �' \ MOONRISE LANE & N t �G '5 �G �G 8 ti R=18, T.1.-5.0 TR. BUD Y hDh t1 0 - 5 g R/V. CO STD. 104-A (MODIFIED) �G �G o 7 - - F '` N PALM BREEZE = STA. 10+00 TO STA. 16+32.69 Lo III 7 5 2 �1�G I 4 � 2 m N MOONRISE LANE = STA. 10+00 TO STA. 32+85.68 0) �, �' o `^+° m LEOS TRAIL = STA. 10+00 TO STA. 12+81.00 o o �' 18' 10' o o o m v j N ERIKA WAY = STA. 10+00 TO STA. 12+81.00 oo L � N N LEOS TRAIL = STA. 10+00 TO STA. 23+37.29 oo rn v + + m �p G I I MOONRISE LANE = STA. 10+00 TO STA. 12+82.00 W o+ m - eG�� + 3 PALM BREEZE = STA. 10+00 TO STA. 12+90.40 J Q) I o NOTE: I 24+04. 19 NOTE: G 12+79.94 SEE CURB DATA ON SHEET 3 ++ BCR SEE CURB DATA ON SHEET 3 W'LY R/W � TRACT 30507 BCR 1 I E LY R/W 94' MURRIETA ROAD CHAMBERS STREET GROSSE POIN T DRIVE (EXISTING) PROPOSED LANDSCAPE � SHEET It SUMMER STREETSEE ' 13 "NOT A COUNTY MAINTAINED ROAD" 64 _6'_ LOT "NOT A COUNTY MAINTAINED ROAD" 12' 3z' 32 S' ' 5 NCAP 2• EXIST PROP. AC PAVING AX 72.oz 2.0% 2. M >0'4 S/W 2.o� X T ENHANCED PAVING ^ T o PER LANDSCAPE PLAN VAR/ES 1 2k m' I Q /q/�/ R/W REMOVE & RE-CONSTRUCT * CONC. SIDEWALK T m o c� I I EWALK AND 96� EXIST. 8" CURB & GUTTER MURR/ETA ROAD 0.25' AC/ 8" CF CONCRETE c� 6� 7 8 0 m o o '� o I 48' 48' (NON-CONY/NODS) T.N./.r S. 7.5 0.75' AB CURB & GUTTER Ft' 6 ^ m o o v Mi rn �, 06 � �?W �p 10 38 38 10, + r< \+ 3 c�+W tit �G PAD 6' PAD R/V. CO STD. 102 * SAWCUT, REMOVE & RECONSTRUCT 4 2 ^ m ^ ^08^ eG�� 2 7 M LEVEL LINE 9 3 6' MAX, STA. 1 1+80.53 TO STA. 15+00.00 AC PAVEMENT (SEE PLANS). 5 2'0% 2 07. 1 1� 6 ,�'y I CONC. SIDEWALK qX W'LY R W TRACT 30507 ti �9 G 3 p I I / El Y R/W �0 G o JOINT UTILITY TRENCH 6" CURB ONLY CONC. SIDEWALK 94' 0 6 n 6 r'o 7 (ADJUST TRENCH TO 6" CONC. CURB g k > o 0 6" CONC. CURB 0 c o o AVOID CONFL/LCTS) 44' 50' 10' ,�g• �y6 ��, `L �G�G ^ 0�G JOLIET WAY & GUTTER 0.25' AC/ & GUTTER EXISTING PROPOSED LANDSCAPE /o �Q 6� I O ohs 1p 11+98.00 CL INT 0.75 AB ( ) 64' 6' LOT �Q N 0'49' 6" E 6 rn N A G 1 O°' �G A MOONR SE LANE PROP. 96+22.24 R W 12' 32' 32' S' ' rn k9 I JOLIET WAY 5, WHERE CURB EXISTS N CAP tip G �p tip I TO VARIES EDGE OF PAVING TO ' PROP. AC PAVING 1 M 1 F� �N 1 1 S g , F EXIST 2.09 AX 4- p. o 0 0 GROSSE POINT DRIVE ?7 z i ti �G '�� �G �' ti�G �O�G SUMMER STREET �'q-i S/W (2r09) AT NON-CURB AREAS VARIES - 22 i I GF N 5� 7 N.T.S. 6 ti 2� 6 ^3 1 G G R=18, T.L=5.0 2' AC OVERLAY so co 9 � 9� 2 1p I I R/V. CO STD. 103 SEE DETAIL VARIES J o N 0 5 8 tip�I�G I REMOVE & RE-CONSTRUCT ABOVE * LONG SIDEWALK 7 v o �G EXIST. 8 SIDEWALK & GUTTER MURRIETA ROAD 0.75' AB 8" CF CONCRETE II "? "' NON-CONTINOUS N.T.S. CURB & GUTTER R/W ( ) R/W r.1.=7.5 o o I 96' R/V. CO STD. 102 + GF o I I STA. 9+24.38 TO STA. 1 1+80.53 * SAWCUT REMOVE & RECONSTRUCT o 09�G + L- 48 48 STA. 15+00.00 TO STA. 16+93.82 AC PAVEMENT (SEE PLANS). �I o NOTE' o I 23' 25' 25' 23' 0G 32+98.16 SEE CURB DATA ON SHEET 3 PAD 6' 16' 9' 9' 16' 6' MAX PAD TRACT 30507 ?.•7 BCR 'y'4-f' LEVEL LINE 2'1 S /'LY R W TRACT BOUNDARY--'I' 2.1 MA ' - - - 2.0% 2.07 2.7 MqX N LY R/W CHAMBERS STREET MOONRISE LANE CONC. SIDEW LK 94 , R 44' 50 10 .SEE 'O (EXISTING) PROPOSED LANDSCAPE SEE SHEET �4 JOINT UTILITY TRENCH 6" CURB ONLY 0.25' AC CONC. SIDEWALK (ADJUST TRENCH TO , / 64' LOT JOLIET WA Y AVOID CONFLILCTS) 0.75 AB 6 CONC. CURB 6" CONC. CURB & GUTTER 7' 5' 32' 32' "NOT A COUNTY MAINTAINED ROAD" & GUTTER LANDSCAPE PROP. 96 R/A EXIST VAR. 2'-10 PROP. AC PAVING 2.Oq MIN' MAX• 1 N.T.S. 7 .tfgX S/W (2r0-) VAR/ES 2roq Z� 'MAll- 22.7 M 0 R=18, T1.=5.D 1 MA qX O R/VV, CO STD. 103 2' 2' AC OVERLAY SEE DETAIL VARIES JOLIET WAY = STA. 10+00 TO STA. 1 1+98.00 EXIST. 8" CURB ABOVE GROSSE POINT DRIVE = STA. 10+00 TO STA. 12+00.76 (NON-CONY/NODS) * CONC. SIDEWALK DIAL TWO WORKING SUMMER STREET = STA. 10+00 TO STA. 12+08.00 CHAMBERS AVENUE 0.25' AC/ 8" CF CONCRETE BEFORE DAYS BEFORE N.T.S. 0.75 AB CURB & GUTTER YOU DIG YOU DIG T.L=6.5 TOLL FREE 1-800-227-2600 R/V. CO STD. 102 * SAWCUT, REMOVE & RECONSTRUCT A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT STA. 10+00.00 TO STA. 36+ 19.72 AC PAVEMENT (SEE PLANS). NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision of : BENCHMARK: BMI T-600-29-68 TRACT NO. 30507 - lP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF /NT. OF MURRIETA Q Q MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN A. �NDMAS '� LANCASTER DR, 57 FT. N/E OF THE N/E CDR. OF 1HE RECTORY, 45 FT. " " y y AP OVED BY: 'E F� 760-A S. ROCHESTER AVENUE SCHEDULE A ENCROACHMENT PERMIT AND/OR A P �� WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT Y� 2 �o ��, ONTARIO, CA 91761 BLOCK WALL, 2 Fr. S/W OF A POWER POLE 11623732-E, SET A BRASS STREET IMPROVEMENT PLANS 2 GRADING PERMIT HAS BEEN ISSUED. wo' i G lZ'/� Q No. 62183 N A PHONE (909) 937-9151 DISK /N THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK No. 6-300 KHA A. HMAN E. DATE * Expi 9-30-05 * 1429.249' TYPICAL STREET SECTIONS THE PRNATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR � Expo 06-30-06 � $ •O ELEVATION: of 14 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Q R. 339 6-30-06 �, Q IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE TqT CIVIL ��� 19 CIVIC ��� PREPARED A.T. SKEERS 62183 SCALE: FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL THE RESPONSIBLE FOFCALIF� Z4 oS FOFCALIFO R.C.E. N0. JOHN LAING HOMES FILE NO.���� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMEND -EIOYLE DATE: FEB. 2004 9-30-05 H: AS SHOWN V: N/A FOR APPROVAL BY THE COUNTY. DATE EXP. DATE: JA714-1809\streets\st02.dwa.5/20/2005 3:09:42 PM.MVA f 21.52 VC P1=20.40 4 . 12' VC =20.57 L= 2.56' L=22.56' , 0.C. L=54.98 2.56 V I.C. O.C. �, O.C. 22.56' VC L=54.98 N� n Qr U L=39. 7 m " `� P/ 34.45 ' 5: 12 VC L=19.62 U U �. U N m _ 1-24.'19 v ,,� c L=22.56' PART. .� v �\ aL *�� ^ ^ U V V m� U ^ �o m O.C. _ U C) et +o U+ '. N f ^ L-54.98 U N: c�cOo 4. o O L=22.56' 39.24 VC O.C. m U "�_ "� v �,o vo AC. P/ 32 00 } Vv^ vcovrnoO N ^N 3 N �+ O\? W oU N m. it � c `�' a L=39.24 o� +vi °au U �a o� O O o� m ; o + N N WS �o p r'3 �+d 0o O O.� - of SF ^t� N ©� U^ f p s `�, _ op 1� O +V i TR-0.5o% W o ' + N : N + N N o ►Ili ^O� � o, U o ►� ►� �,. O U -- - --- - - - _ ITT � _ . ----_ _- - ------ - ---- - _ __ _ - --._ _ -- __ _ ------------ ----- --_---- _ ---- 0OX TRH-050% °p N a N ► - 9 cOo os PROPOSED ^ rR=-o.40% , I I PROPOSED TOP TR=0.50% � OF N L i' CURS , 2.Q8%, p , OF W L Y CURB 4o VC 11.28 ,�,� 34 VC TR=0.35% PROPO ED TOP Qo P1=36.80 2 - P/ 20.46 o h oo TR=0.50 1430 L l 1420 LTfl Q EXIST �G+ R,40F ' �� o o� o Z U o v P1=20.07 U OF W Y CcURB +'� _ O� pV OV O -'TrS 5D + �� CST Q IQ,4z) Oj � �� O � 4 ^ �^ +� ^� O O �n0 Om o0^ +� (4j Opp o+p j N 1-2�7Q ^W �� �W QO O� oN + +`�+�+v- oa ', ^N ± ±N Ao - - - � orL `oa OU ', � � �O O� �o ~' ^�' E�CI T GRADE 2Q'VC- o of:k00 o N �a a N - - -- v W ��W "? ►�� m +"� �, °+°►� tl CL F'1=31.35 + ^ R=-0.50�' N o r�j rn nm ^ ►� N ^N N ^ R=-1.50% ---- - p --- -- ►�h + + o^ A O --_ R=2.00% o N a N + o o ; ^N ^N -- -_ PROPOlNISH �,¢ o o N Cj Y _ ti_ ` - ., �ECIST GRADE PROPOSED FINISH o Q - 0:�0% SURFACE C� - _ -- ± N R=4.04% 0 CL SURF,4 CE ® CL 2 soy R=2. 18% L=54.98' R=-2. 10% L-39.27' PROPOSED FINISH s 0.C. L=22.01' L=.22.56' o.c. Sal RFA CE 0 CL � � � s - - - 22. � �� R=�Qo% L=54.98 R=2.30% L=22.01 _ ,/ - _ ' ` m m P/= 4.45 0.C. C. 0.C. , 42 0 L=24.35' P2Q 3.d PART.50`VC ' c' U _ 21.70 VC 1 L-22.56 / 430 - W v P1=33 01 PART. 5Q VC _ P1=22.88 oorlz h v L=19.64; r w v o P1=22.39 L-22.56 ►� c� o�o U 0 C PART. 39.27 VC U v� o U L-54:98' C.U L=36.75 ^ ^ _�oo � � LO - Q.C. O.C. � 6, :* Pl-31 Jg 1� "� m� �+- Ocp ^ 00 "o" N O.C. j c � + pm , �� L=39.27" �UU� VrnUcoo rn ^ + ± of •�V�OV ^md U ) ? +o, ►� ' �� O.C. O - m �^ O ^ O ^ + ., . N �� t 7�I�} . m O et ►,)+ -- ''. + O i�'�ZV ao R7?- ca -- - 1zF --1T T..._._ Tom_ - U - - - - - --- ------ U O , N r\ p + . r,y ^N., R=-4:00%- -- _ .189' TR=0.50% .a N N �o .,N O N ► O^N N N - N N ^N PIRDPOSEO TOP PROPOSED tOP ^N - N oDO�N ONO � ^ OF R=-o.35% OF El Y CURB N TR=0.50% $'L YUR . - TR=2.95�! � TR 0.35%% I• 11.28' 10.85' TR=-4.09% 1 ,/ n - TR=-1;00 1430 RT _ 1420 RT PROPOSED T P CL GB 7 OT A COUNTY MAN OFELYCUR 11+54. 1T ' ss N � ss _ TA/NED ROAD Dc W=7; H=3.55 ' PROFILE HORIZ 1"= 40' t� NOT A COUNTY MAINTAINED ROAD" NOT A COUNTY MAINTAINED ROAD VERT 1"= 4' - - - f 10+00 11 +00 12+00 10+00 PLAN 1"= 40' 11 +00 12+00 10+00 11 +00 12+00 „ MOONRISE LANE SCALE IN FEET SCALE. 1"=40' SCALE. 1 -40 9 15 SEE SHEET 8 0 40 80 120 160 I MOONRISE LANE MURRIETA ROAD MOONRISE LANE ' ? 71 SEE SHEET 7 SEE SHEET 11 5 SEE SHEET 5 p 152 m 1 18' 78' 1 ' J , O o = o ENHANCED PAVING I94 o ti F o I PER LANDSCAPE PLANT 44 50 ENHANCED PAVING a 06 m v o^ v �, 16 , , PER LANDSCAPE PLAN � 6` o °�' m ± ± �,�oG 137 oI 5 0 32 8 n 0 1 13 165 � �o Lc) o h10 18' 18' 1 '� � � o o " o 4 2.0 75.93' - °j 70 h�J °� m U C� I-- 85 s �� I "�,+ cp V O � O o I et 15.11 o� �j to 1 o U + W W `LTG "o a°�`- � m NVU � V h � 6 6 2 \ k G I 4� 15.13' Vzl o �G J G ^ o� 4 8 12. 8591_ 18' 1 PRO g8" WATE G � �G C 7 o I JOLIET WAY 7 O ® v ,yg r7 �• G co .� � 111+98.00 CL INT. N 1 5 7 7 5 ;� =30+22.24 o ti� 6 ' 2 ��1 p h� N 16 �h 2 � S 1 I 10 6 N 049' 'E r1+oo rn MOONRISE LANE PROP. 8" WATER �G G ti Fv 6 I ^� W '� 164 I� - - C o GROSSE POINT DRIVE - L S O 7z6 N 9 rn 2 �0 69 0 "� ti ,�9G A ti�n� 1�` 12+00.76 CL INT. =21+25. 14 SUMMER STRE 1 " � ' 10 00 ,�� 11+° 1 0� 2+ o 10+90.00 CL I > N 89'24 06 '56�G 11+00 1 rn A 12+00 1 `�9 is 0� 42 RCP 0'4 ,46 E+ F5 MOONRISE LANE 10 ' " 0 7 ISEE S.D. PLANS - _ - 1 - I SUMMER STREET �6 7 6 9 G D G i 0 Q �16 6 9 �O9 I ^ 175 MURRIETA ROA �' °' S 12+08.00 CL INT. n PROP. 8" ATER 6 11+33.78 JOL/ET WAY 0 F 0 ti �° I MOONRISE LANE 10+00.00 CL INT. ��F� 5 8 06 tG OFO 2 rn �� tG^ `LgG F N �� �`t�9 �,�9 8 I =32+25. 16 4 O O S.sT o Is F.O�I 68 7 N �'G L 7 SEE 18 00 TR. BNDRY---I 0&1 kI S O to 1 63 CHAMBERS AVENUE t v o 0 h'G ' G o + �n O GROSSE POINT DRIVE �h 1h 0 PLANS � to v 5�' 10+00.00 CL INT. `L F� O - 5 8 \� � � SHT 3 I 7 ® p 2 w G�� ' o o+ + ± m 1 ' 18' 18' 1 =23+31. 19 4 2.81 93.34 14.93 o - + g -- I� CHAMBERS AVEN 4 20 85.s 1' o 4 G �_ 0 1 �I I �ti h�O `�? a r.� omI� (i 10 to 18 1 ti° yayo O � W � m n �c�s� I 44 50 32+98. 16 ENHANCED PAVING I p�` o m + �"`' to ' + °p ' 84 F °�' m ti �o o W 162 13 32 32 8 10 BCR PER LANDSCAPE P 0 67 I 4, `l G�� + W± ^ _^ -1� I 0y1�1 0 1 14 ^ 44' 50 "' 24+04. 19 138 +.3 00� 12+79.94 CHAMBERS A VE. MOONRISE LANE 13 32 32 8 1 o OCR A i BCR SEE SHEET 14 JOL/ET WA Y SEE SHEET 8 CHAMBERS AVE. 915 w iSE LANE SUMMER S TREE T "NOT A COUNTY MANTA/NED ROAD" CONSTRUCTION NOTES SEE SHEET 13 MHO f SHEET 8 "NOT A COUNTY MANTA/NED ROAD " GROSSE POINT DR/1I� sEE CURVE TABLE JOUET WAY O CONS TRUC T 0.25' A.C. 0 VER 0.75' A.B. CL.Il CURVE TABLE GROSSE POINT DR. CURVE TABLE SUMMER ST. 2 CONSTRUCT TYPE A-6 CURB AND GUTTER PER RIV. Co. STD. No. 20o NOT A COUNTY MANTA/NED ROAD 0 O CURVE DELTA R4DlUS LENGTH TANGENT O CURVE DELTA R4DlUS LENGTH TANGENT CURVE DELTA R4DlUS LENGTH TANGENT AO 90'00'00" 35.00' 54.98' 35.00' 3A CONS TRUCT TYPE "D-1" CURB ONL Y PER RI V. CO. STD. NO. 20J O "W" PER PLAN CONSTRUCT URB INLET CATCH BASIN PER R/V. CO. S7D. N0.300 Oj 90'00'00" 35.00' 54.98' 35.00' ® 90'00'00" 35.00' 54.98' 35.00' © 34'00 33" 38.00' 22.56' 11.62' O CONSTRUCT 6" TO 8" P.C.C. CURB & GUTTER TRANSITION 13 CONS TRUCT DRI VEWA Y APPROACH PER RI V. CO. STD. NO, 207 0 34'00'33" 38.00' 22.56' 11.62' OS 34'00 33" 38.00' 22.56' 11.62' OD 33'10'47" 38.00' 22.01' 11.32' © 33'10'47" 38.00' 22,01' 11.32' OW 89'55'39" 25.00' 39.24' 24.97' DIAL TWO WORKING © 90'00'00" 25.00' 39.27' 25.00' O CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. S7D. N0. 400 & 401 15 CONSTRUCT GUTTER DEPRESSION PER R/V. CO. STD. NO. 311 Op 90'00'00" 25.00' 39.27' 25.00' �X 90'00'00" 25.00' 39.27' 25.00' BEFORE DAYS BEFORE O6 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 & 209A 16 INSTALL R-1 STOP SIGN © 84'13'48" 25.00' 36.75' 22.60' YOU DIG YOU DIG O 2 CONS TRUCT STAMPED A.C. PAVING KEYSTONE PATTERN TERRA COTTA COL OR, AND 7 CONSTRUCT 4 THICK PCC ACCESS RAMP PER R/V. CO. STD. N0. 403, CASE A BAND-SOLDIER COURSE BORDER, DOUBLE ROW TO EQUAL 24" WIDE SIERRA COLOR. TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT O8 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. NO. 816 INSTALL PER MANUFACTURER'S SPECS. NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision of : BENCHMARK: BMI T-600-29-68 TRACT NO. 30507 - IP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA QE !��QN MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN �� A' OTy Fti APPROVED BY: Q�` (NOMAS '��" ' LANCASTER DR, 57 FT N/E OF THE NAE COR. OF 7HE RECTORY, 45 FT SCHEDULE "A" ENCROACHMENT PERMIT AND/OR A �� P ��, s�ti 760-A S. ROCH, CA 91 AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 3 �� � �o ��, fn ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. wwi ti l Z 9 f0 Q No, 62183 N n PHONE (909) 937-9151 DISK /N THE TOP OF CONCRETE POST LEVEL WITH 7HE SIDEWALK. No, 33950 JOL/ET WAY, GROSSE POINT DRIVE THE PRIVATE ENGINEER SIGNING 7HES£ PLANS /S RESPONSIBLE FOR * Expi 06-30-06 KH A. TH , P.E. DATE Expi 9-30-05 * C •�� ELEVATION: 1429.249 & SUMMER STREET of 14 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF 7HE DESIGN HEREON. (P Q E. 33 0 06-30-06 �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT CIVIC- ��� Q -I CI VIA- ��P PREPARED BY A.T. SKEERS FOR: W.O. COUNTY DURING 7HE CONSTRUCT70N, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE F O �! Lg ' OS TF O� R.C.E. N0. 62183 SCALE: FOR DETE"RM/N/NG AN ACCEPTABLE SOLU77ON AND REVISING 7HE PLANS ENGINEER REVISIONS COUNTY OFCALIF RECOMMENDE -BOYLE OFCAL1F DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE N0.9��r. FOR APPROVAL BY THE COUN7Y DATE EXP. DATE: 9-30-05 H: V: v J:\714-1809\streets\stO3.dwa.5/20/2005 3: i L=J9.27' L=39.27' O.C. P1=23:38 t=5� . . O.G. 98' I � , U o o C. 54.98 Ld O � m g� m NNp �N p ,/ O.C. o I 9a + _+� +�! '�^ °o N 425 L r O O d �0 00 +ro IN IN IN CN CNN N O N �� ^N + + O W m p "? o 00 +Q, N N "� _ .5 % =-0.50% ^ y O p � + N + N ^N N N O +O N � N Op PROPOSED TOP TR=0;5o% N R=O 50% - ' =TR=-0.50Z�[0n� TR=0.50% 140 t i OF W'L Y CURB - Z I � 5�V C I 7TR=0.50% PROPOSED TAP' o o i' a �= 2.8s 100' Vc 50' Vc `f OF W'L Y CURB ! ALONG �ROWN LINEI A 3 0�c`no g W! o o m j P1=23.36 o P1=22.93 h cna L�=83.25' 41.625' VC 41.625' 1VC Y cV^►� +^ p, o0 0 -o Q s m o , o + ,•o!� LLI ,ON $��� O., c6� p O O .Z p N OZ to co cVN. N ALONG CROWN LINE P1=21.0 P1=21.5,1 i LI ,N! +N �° rn.� N rN W) >\ `fl `)t� +c+ ao W �, N N p +r'? NN +i ''cf.25 50 VC 58.25 O o �,� I ^ + O a A ^r7 '"N NN �N G • I PI=19.64 cs _ _ _ op po oo_ v 4�6'x �N ^N25' 2s' o PROPOSED FIMSH oN o o W ►� o WL•L! U U� +N +N N+ SURFACE 0 CL ^ R=76_0.50 = 0�50,$�ao � co � 'ao � oR=-2. o riz=2.z4 P1aPOSED FINISH - % R 2.DO% -- - - , cr a CLFRS 2 24 =TR=1.20% . 27, PA�RT.50 VC 00' VC PART.50 VC L 2T R=0.9 CL - - � - - - - - - = -39. - L .�9. 1 EXIST CRAOE ! I O.C. P1-22.91 P1=23:38 P1=22.95 O.C. r 0 CL = L 10 .os � p� - L 19.77 (� O r ,� ,� ' L=19. 7' 0. I O�' O� L=108.09 �V oo Q QN oo �� m oo � ok • N . 0.C. - 0.C. o.c. �,o N -+ N N ^N oo �/ ,/ Q 50, VC et I + O a0 O +N ±NNj' ^N +t°5 1 v o N N eV p 1425 11 T O I fP1-19.6Q �8.09 40.99 � v 40.99' N N O N ^N N " "N ^ r'04 " N N "N V TAN ^ p ao TAN N N N ao • N CON 25 25-v v o C�N + 1ox :YJ • ^ - Al N Im ^ R _- • - R=O. 0% PROPOSED TOP ;ILL T =0 50% TR 0 50%R=O 50TR=-o.50% OF E'L Y CURB R=-1.©0% IQ T1 Q T ------ - -- - - _ - - ----- - - -------- --- --- - - ------- ------ -- -------- - -- --------- ---- - --- - - - - ----- - P -E& TOP i TR�0.96% I I OF E'L Y CURB � 4 1 15.01 INS! -" N -- TI A COUNTY MAINTA ED ROAD„ CL CB# 1 # O l�f W=7; V= .5 i D ROAD - PROFILE HORIZ 1" 40' VERT 1"= 4' 10+00 11 +00 12+00 13+00 PLAN 1"= 40' 10+00 11 +00 12+00 / 3+00 MOONRISE LANE LEOS TRAIL SCALE IN FEET SEE SHEET 10 SEE SHEET 10 0 40 s0 120 160 6' o SCALE.- 1 "=40' o SCALE.- 1 "-40' 0 0 56 '� MOONRISE LANE LEOS TRAIL ' 18' 18' 1 18, 18, 1 ' " SEE SHEET 8 SEE SHEET 9 : 3 143 78 51 ' '0 27 42" RCP `�' SEE S.D. PLANS N^ OIlk SHT 2 ;� 1� g N 3� O 65 0 64 O b 66 p " W G ui O o 5 rn + m N t 'IF + m �N Qc:v v �G�' G 12 ;�I �,� G .�� 0 18 RCP 144 N G� `�'' S SEE S.D. PLANS �1ti BC 8 ^ EC I �' 7 8 - - 100.00' SHT 495.00' RAW 7 °o `�7q', 0 26 L O T „A „ L_ -LO-0--o�_ _ 95.00'_ R/WI �' ns I / I,n -DETENTION BASIN I OC I � PROP. B WATER MAINTAINED BY RCFCD ,. A / ERIKA WAY to oo 11+00 N 0'49 46" E _ " ^ 12+00 i�j8 PROP. 8 WATER' B A 10+00.00 CL INT. 6h POP. 8" S E `O 1`� ERIKA WAY 10 00 I1+00 " ^ 2 12+00ao `�G 0'49 46 E G%�G 0 / 25+58.02 I `l. c, `L1 7 AIF/ ' `LCL CB # 1 o� A pRpp 8 R -� - MOONR/SE LANE F `L �v G 6 12+81.00 CL INr 15 9 ,i NI I 7 o LEOS TRAIL W=7; V=4.� 2 ,� 5 D� Q F�' k 14 145 - - - - h 8 14 ,0 1 100.00' 95.00' 25 L= .47 = 42.51' 42.49' L= 52 =1 46 f• ��,� �iS o �h O O ��1" G�, f, 05, 10 41.28' m Q R/W o 34.52' 647' L,42 j 1 (ti �j V 5 0� ��� 146 NI �G O N m o 5 0 `� 10 18' 18' 1 77 52 24 N W W 3 A P 10 10 18' 18' 1 ~I I o�m 4 1 TY 5 6 7 8 91 CONSTRUCTION NOTES 1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.11 LEOS TRAIL O2 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 ERIKA WAY "NOT A COUNTY MAINTAINED ROAD" O5 CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. STD. NO. 400 & 401 "NOT A COUNTY MAINTAINED ROAD" O6 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 & 209A O7 CONSTRUCT 4" THICK PCC ACCESS RAMP PER RIV. CO. STD. NO. 403, CASE A A O O8 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. NO. 816 O9 CONSTRUCT CURB INLET CATCH BASIN PER R/V. CO. STD. NO.300 CURVE TABLE LEOS TRAIL "W" PER PLAN CURVE DELTA RADIUS LENGTH TANGENT 13 CONSTRUCT DRIVEWAY APPROACH PER RIV. CO. STD. NO. 207 DIAL TWO WORKING 11O'3538" 56.00' 108.09' 80.86' 14 ADJUST SEWER MANHOLE TO GRADE BEFORE DAYS BEFORE © 90.00'00" 53.00' 83.25' 53.00' 15 CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. NO. 311 CURVE TABLE ERIKA WAY Y❑U DIG YOU DIG © 90'00'00" 35.00' 54.98' 35.00' CURVE DELTA RADIUS LENGTH TANGENT TOLL FREE 1-800-227-2600 DO 10'1749" 110.00' 19.77' 9.91' Ol 90,00,00" 25.00' 39.27' 25.00' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 - 1P 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA E TRANSPORTATION DEPARTMENT RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN Q Q ESN MADOLE AND ASSOCIATES INC. �� A. OTyFy APPROVED BY: Q� �NOMAS �F` ' LANCASTER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT SCHEDULE 'A" ENCROACHMENT PERMIT AND/OR A ` P s,F ti 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT S/E OF THE EASTERLY COR. OF 6 FOOT GRADING PERMIT HAS BEEN ISSUED. Y� � �� �� ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS STREET IMPROVEMENT PLANS /7 46 wG Z d Q N0. 62183 N PHONE (909) 937-9151 DISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR No. 33950 KHA A. H M A , P.E. DATE Expi 9-30-05 1429.249' LEOS TRAIL & ERIKA WAY ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Expo 06-30-06 R. 339 . 06 &• f ELEVATION: OF 4 SHEETS IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE s�qr CIVI\- ���P �Tq7 C jVI\, ��� PREPARED BY A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOFCALIF� Co'Z.`F'yS FpF F�� R.C.E. N0. 62183 SCALE:FOR DETERMINING AN ACCEPTABLE SOLUnON AND REVISING INE PLANS ENGINEER REVISIONS COUNTY RECOMMENDE BOYLE CALL DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE NO.5?37.- V FOR APPROVAL BY THE COUNTY. DATE EXP. DATE: 9-30-05 H: V: J:\714-1809\streets\st04.dwa.5/20/2005 3: L=7/.UU PART. 50' VC P1=24.99 L=39.27' L=54.98' 0.C. 0.C. I _U LQ .F f ON, pmj�F> = ON QN a�0 ^ ^ i : O + L=5. 19' L= 9.27' L=39.24' 39. 2' VC L=108. 32' VC '. c �^�, r7\,o+a �'``� © +N o ^� to �@! N � OU II + N � �o N N L=109.43' 40.05 C. U.C. � P1�31.78 PI=JO.42 N N O+ N N N - 0.C. TAN .C. `� .� " k 19.91'19.91' 21.88' .� N I k m U R-© 50g'1425--LTTR=0.50% +- o0 0 0 m o, a rn N �, ono ,� U"� ^ I R 2.oa% PROPOSED TOP - �' '"�o ^ "'� "'� ►� °° `�: O ,j� .5Q%I , L=8325 I o OF W-L Y CURB } ALONG CROWN /NE 41.625' VC 41. 5' VC I 1 00 0, ' U W R= '� ' t=4.00% TR= t \ =26.09 F'1= 6.59 T Pi 430 L r - I 3.31.Z -0.50% =.-1.3530' L / ©�D - 34' VC N P1-24.97 0 0� ' PROPOSED TOP I O"' o too' ve _ o O o EXIST GRADE L_ - - TR--0.50% o t6 --1 OF W L Y CURB o o 4 `' o 10 CL +N -, - ' �' "' tq I P1=. 2. r9 CRQ7WN LINE °0 N +N_ _ _ ^ - + N -� g N W ^ - J CROWN ,LINE PI=30.75 O 0 83.47 VG ^' Q © Lijv O m O 00 j O O U W I N N N R=0.50% •� O = I� _ - -- ------------- - --- -- - - ------ ---_ J_ -- - - -- -- °� - - -o Pl 30.98- - - - _ - - - - Tl 0.50% tLT .�• � o o, .o, in o o� � � �' �4-25 - ---�--------- ----- --- - ---------- ---_ -- -------- ------- Z co U +co „ '� h ^°o O ►� TR=1.20% I - L=17o0 PROPOSED FINISH ' �, - o o►�W ^ ^ - + . N- Imo, T 50 vc SURFACE CL R=_ - co r•� I=24 99 m - 1.DI39°' '� o L=� 7' L=19.77 _ PROPOSED FINISH _ _- - L 10$.09' 1430 1430 a a .c. ( EXIST GRADE o ' •�� .C 40 99' �0 r =1s2% CL SURFACE C9� CL TR=-1i 63% z N o N O o TAN w L 1 - ^ t - h �� q3 t,�WU4 cs .004 (Z h ui j Uop �1N N P1=32.21 N N N o+ov^ ±N !,� N 0% - L=54.84 I I ^� ^Ni Q.C. U L=55. 12' N R 0.5 �ono 00 00 00 O.C. I ? R=0.50 CIA - _ p0 ; h ^r.� ^ cV cV N cV ^ l� 06 FLu 77PROPOSED TOP 1 TR=-0.509' { ao to W.: a ^ ^ ^ N N o N I I OF E'L Y CUR$ rn o ►� R-?.0 - 00% ►� o �,� I PROPOSED TOP _ II ' 1430 R r - I 1430 R r TR=1.92% OF El Y CURB TR=-1.51% PROFILE „ NOT A COUNTY MAINTAINED ROAM" " NOT- A �'OUNTY MAINTAINED! ROAD HORIz 1°= 40' VERT 1"= 4' 10+00 11 +00 12+00 13+00 PLAN 1"= 40' 10+00 11 +00 12+00 13+00 SCALE IN FEET 0 40 80 120 160 SCALE.• 1"=40' MOONRISE LANE PALM BREEZE LANE SUMMER STREET SEE SHEET 7 SEE SHEET 6 SEE SHEET 3 - 9 8 r3i 153 174 ~11 18' 99 SCALE' 1 "=40' 1 15 1 14 0o v 23' lu 16' 9 9 16 23' `^° �, 1 13 1 12 ����� 5 ' o o ^ O 11 CA W W �i °p U F.G� ��' 1 18, 18' 1 U `l6' G tib K5 G�� GI 5 0+ W 196 G 15 I W m R/W 5 O��GD 0���' 28 - m+ N 8 EC 7rL �oo,�,�,7 1 16 3,^" =1 2 +o �G`c� I h�' �G ss' s2' �=+I50 �l`�x�QxOw���' �I �1 rQ 3 Xoo O��N� ° 7 �G 7 =1 . QP�, G�� - - 5 109.29_ - 95.11' - l R W o ti6 tG 2 G Ate. PALM BREEZE LANE 7 K O 98 J � � G F�� G G 110 10+00.00 CL /NT. 0 PROP. 8" WATER 10+00 PROP. 8" WATER �'�j'\' g I 1 4 13 Cz D / o G_ �j G "+00 ' +�o_ G _ \ =16+31.94 l0 00 G~30" RCP 11+00 A ^ 1z+ 2 6 M ?0 N O'35'54- E T 'x �� Q MOONRISE LANE LMS N 0'49 46 E�� _ _ `L �G _ N ry �o �P 16 O o 4),'(, )-L` 2 PROP. 8" SEWER \ H ` 0 �Vo A hl 0 PROP. 8" SEWER -�` 2 T 1 �� /k a O / �G \ 14 1 29 O �5'G 5 tih G© ��G �'`s 14 �.5 117 ec c 97 46.59' 50.95, 50.94' 47.52' 7 - / A2' .O 1 x90 \'1 41.00' TRIW 50.00' 50.00' L=17.97' � 35 y� 6'x •Q'P�c• °^' R/W �,ti 5 ems- �c.G'y`� �y0 �659 - F1 o Ln + m h l W m C9 ao o a; 130 o m 99 G� N 118 �' 18' o N 18' S J O r 162 163 � u 164 165 I 1 18 18 1 91 3 92 93 94 95 96 1 1 9 MOONRISE LANE PALM BREEZE LANE CONSTRUCTION NOTES 15 SEE SHEET 7 MOONRISE LANE SEE SHEET 6 O1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.II "NOT A COUNTY MAINTAINED ROAD„ O2 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 CURVE TABLE MOONRISE LN. O CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. STD. NO. 400 & 401 PALM BREEZE LANE CURVE DEL TA RADIUS LENGTH TANGENT O7 CONSTRUCT 4" THICK PCC ACCESS RAMP PER R/V. CO. STD. NO. 403, CASE A "NOT A COUNTY MA/N TA/NED ROAD" AO 111'5757" 56.00' 109.43' 82.97' O8 CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. NO. 816 Q B 89'46'07" 53.00' 83.04' 52.79' CURVE TABLE PALM BREEZE LN. 0 O CONSTRUCT CURB INLET CATCH BASIN PER R/V. CO. STD. N0.300 © 8946'07" 35.00' 54.84' 34.86' "W" PER PLAN CURVE DELTA RADIUS LENGTH TANGENT DO 90,00,00" 25.00' 39.27' 25.00' 13 CONSTRUCT DRIVEWAY APPROACH PER R/V. CO. STD. NO. 207 OK 90-00,00" 35.00' 54.98' 35.00 e © 1 O'1749" 110.00' 19.17' 9.91' O 89'55 39" 25.00' 39.24' 24.97' DIAL 0 10'22'10" 110.00' 19.91' 9.98' 14 ADJUST SEWER MANHOLE TO GRADE TWO WORKING OM 90100'00" 53.00' 83.25' 53.00' BEFORE DAYS BEFORE © 110'49 30" 56.00' 108.32' 81.21' 15 CONSTRUCT GUTTER DEPRESS/ON PER R/V. CO. STD. NO. 311 N 110135 38" 56.00' 108.09' 80.86' Y❑U DIG YOU DIG OH 90'13 53" 53.00' 83.47' 53.2 1' TOLL FREE 1-800-227-2600 O 90'1353" 35.00' 55.12' 35.14' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT J 11'54'01" 25.00' 5.19' 2.01' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 - IP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN C/TY 0.4 MILES NORTH OF /NT. OF MURRIETA QR� v ? MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN A. OT'�F �NOMAS '� LANCAS7ER DR, 57 FT. N/E OF THE N/E COR. OF 7HE RECTORY, 45 FT " " ENCROACHMENT PERMIT AND/OR A � ��`-� ti AP ROVED BY: ���� 1p I 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF 7HE EAS7ERLY COR. OF 6 FOOT SCHEDULE A �� 2 l l 4v ��, ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS STREET IMPROVEMENT PLANS 5 GRADING PERMIT HAS BEEN ISSUED. Li �' (� Z '� d w Q No. 62183 Cl;; r�i PHONE (909) 937-9151 � DISK /N 777E TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No, 6-30- Expi 9-30-05 THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expo 06-30-06 � KHA A. MA , P.E. DATE ,� �r ELEVATION: 1429.249' MOONRISE LANE & PALM BREEZE LANE of /4 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. f Q R 339 06-30-O6 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �1 CIvI\- ��� _ �q CIv1\- �tiP PREPARED BY: T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION. THE PRIVATE ENGINEER SHALL BE RESPONSIBLE eOFCALjf� (v Z¢ o� TFOF F�� R.C.E. NO. 62183 SCALE: FOR DETERMINING AN ACCEPTABLE SOLU770N AND REI?SfNG THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDE BOYLE CALL DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE N0.V34700 v FOR APPROVAL BY THE COUNTY. DATE EXP. DATE: 9-30-05 H: V: JA714-1809\streets\st05.dwa.5/20/2005 3: L=108.32 VC' D.C. 39.54' VC _ P1=30.42 Pl= 9.94 I L=19.77' 21.22 L=19.7 ' 0.C. 100' Vc 0.C. U Pt=28.86 Ate, f _ M Uo � aoW om L=19.77' o 0 0 o U L 71.26' _ + d �` L-65. 12" L=108.32' h o ^ I W o p N op ^ o 0.C. O.C. O.C. 40.99 N °' ^ p U c�U 0.C. \ ^N N o o� f 'n `�^ _ _ d-U © TAN rn ao �• co W ^ ^ + m � NcQ co N R=-1.35� +rn : N ^ �N `� o R=-1.51.E N PROPOSED TOP R=-O.SaZ CR WN LINE ' OF N L Y CURB _ 8�5.47 VC 11 t` } =30.98 U tOD' VC 1425 LT - m W P1=28.84 CROWN L/NE L-83.25 I v p O.C. I w , ' V) U o N o 0 o U U 41.6 5 VC 41.625 VC I 0 0+ - ^ o U EXIST GRADE m Pt- 6.59 P1=26.09 i _ _ - ---- - ---- ----- - -- --------- - _-1. N ^ ^ N 1� TR=-1 r 009 /R N ^ ^N --i--- ^ +r",� a�, - - -L CN R=-0.5 -_ � N �N (6 PROPOSED FINISI R=-o 50 ^ t6 I I _ L O C12' SURFACE 0 CL I UI 100' VC TR=-1. 0X 425 m ^ PI=28.88 TR=-0.50.E I I N � ' �� pj _ 5. 1 -J N o ") + o po o U L=� L=71 26' 2 L 54,98 N © .C. ±`O +� �p �N o�, m o� 0.C. + •r I TR=-1.00% N + `N o co ao c� ^� �+N I M � L ON! t6 p �1 co _ Nt N N PROPOSED TOP - -- R=-a.50z N OF S'L Y CURB - 1425 R T TR-_tO.5O i - - I ,y NOT !; A COUNTY MAINTAINED-_ ROAD" PROFILE HORI!Z 1"= 40' VERT 1"= 4' - - --- - ----- ---- ----- - --- ---- - -- --- ---- ---- --- - --- ----{ ----- ------ --- ------- -- - - ----- -------- -- -- ------} ------- -------- ------ -- --- ---- -- +- - - --- -- - - -- _ ----- - --- -- --- ---- ---- _- - -l - ---- - -- - - - -- --- - - - --------- 10+00 11 +00 12+00 13+00 PLAN 1"= 40' 14+00 15+00 16+00 SCALE IN FEET 0 40 80 120 160 110 109 108 107 106 105 104 103 102 01 o �091 A 101 100 99 98 ti�'�`�� o x0) CID o f W + + `�' U ^Lo o m W ti6 0�F1F. %1 64 3' 5 I R/W N + S QP6x X�,���, 29.41' - 50. 1- 50.00' - 50.00' 50.00' - 50.00, L=43.19' L=29.77' 5 L=30.13' _ L=42.7D' 40' . 'L=17.97 9 6 ,'�• 0 G 0 V �� g , A 6�G 2 � 14 PROP. 8' SEWER 1a+oo B+00 ` 11 00 12+0o N 89 10 14 W is o0 ro H 5 1 „ �� D 15+00� • c,' 1 12 O tit 2 PROP. 8 WATER �� >��� © 2 1,�G 1 N 89 14 W '_+° t 5 0 1 6• 6cl \ �h © - - - - - - ' - - - - O ti� G � G � G �O BC 1�G I 6 99.94' 50.91' 50.00' �� ' 40.38 L 9.6 ' l=50.26' 8 ti L_ O RAW � ¢ L=4685' - L=26.12' 23.90' 45.00' J n 95 a N m p � 60'` 0� EC 8 + W ^ o co CN o 6 a 113 N 1 ? 1 ' 165 166 167 168 169 170 171 N ti�clF� ► 172 173 174 94 MOONRISE LANE wi N , PALM BREEZE LANE 6 SEE SHEET 5 1 18' ' 1 CONSTRUCTION NOTES "NOT A COUNTY MAINTAINED ROAD" PALM BREEZE LANE Ol CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.ll SEE SHEET 5 O2 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 Q O O5 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. S7D. NO. 400 & 401 O CONSTRUCT 4" THICK PCC ACCESS RAMP PER RIV. CO. STD. NO. 403, CASE A CURVE TABLE CURVE TABLE O8 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. NO. 816 CURVE DELTA RADIUS LENGTH TANGENT CURVE DELTA RADIUS LENGTH TANGENT AO 10'17'49" 110.00' 19.77' 9.91' OF 90'13'53" 53.00' 83.47' 53.21' 14 ADJUST SEWER MANHOLE TO GRADE B 946'02" 418.00' 71.26' 35.71' G 90.13'53" 35.00' 55.12' 35.14' DIAL TWO WORKING BEFORE DAYS BEFORE © 9'46'02" 382.00' 65.12' 32.64' OH 11O'35 38" 56.00' 108.09' 80.86' YOU DIG YOU DIG DO 9'46'02" 400.00' 68.19' 34.18' OI 90,00,00" 53.00' 83.25' 53.00' TOLL FREE 1-800-227-2600 OE 110'49'30" 56.00' 108.32' 81.21' OJ 90'00'00" 35.00' 54.98, 35.00, A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCHMARK: BMI T-600-29-68 TRACT NO. 30507 - lP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT 047HOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA QR� Q MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN A. OT�F �NOMAS '� LANCASTER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT ';4 " y ti APPROVED BY: Q�' s Fy 760-A S. ROCHESTER AVENUE SCHEDULE ENCROACHMENT PERMIT AND/OR A � P �� � 4- WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 6 GRADING PERMIT HAS BEEN ISSUED. '�2 Z l Z�l i�e� �� PHONERI 09) 937-9151 BLOCK WALL, 2 Fr S/W OF POWER POLE 1623732-E, SETA BRASS STREET IMPROVEMENT PLANS � ¢ No. 62183 NDISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No. 6-30 0 KHAL A. OT A E. DATE * Expi 9-30-05 �� i429.249' PALM BREEZE LANE 14 THE RI PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE DESIGN FOR * Expo 06-30-06 * (p•f '7r ELEVATION: OF SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � Q. R. 339 50 6-30-06 �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT CIV1\- ��'� �q7 C1V1\, Q PREPARED BYU A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE FOR DETERMINING AN ACCEPTABLE SSOLUTIONNGINEER AND REVISING THE PLANS BE CA FOFCALIF� �0 Z4 OS FOFCALIFO� R.C.E. N0. 62183 SCALE: FILE N0. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMEND BOYLE DATE DATE: FEB. 2004 EXP. DATE: 9-30-05 H: AS SHOWN V: N/A JOHN LAING HOMES JA714-1809\.streets\st06.dwa.5/20/2005 3: L=54.84 - - - U r 0.C. 100' VC V P1=28. 10 I o L=35. 76' r j fl N ` rn oo m o _ _ _ PART 1 ' VC �,� po o U L=129.47 L=123.77 L 39.27 L-39.27 100' VC o +o N ca o o o O.C. O.C. O.C. - O.C. Pl=2 .55 100' VC +�i p - o U d P1=26.05 N ^N -I,N �o +� `°m om U .� ,� rnv oU U P1=25.05 ----� ^ TR=-1.00 ' �+ +°^° °� �^ ` +c°o hr� o� "j�� p� p off- O pp pp N )^ %p ^ E� cp O hh p o O O ^N v co +N 41�j U U .,N �� ^ per �N Coco C�^ to N p� O� p' O I R=--0.50% "Nto IN N Gp^ o� L= 3.04' VC -_ ^ tri tr) N o o © h N N 00N ep1ri ^N N o►� +N t�C OWNLINE _ N C�V N N ^ N o N N LA Do m =30.75� 100' vc PROPOSED TOP TR=O.50. R=-o. o N W L 425 L T --r , TR=-10.50% TR=-1.00% V P1=28 08 OF N L Y CURB - - __ TR==d.50% TR=0.50! - - N Co U W Lo oo oN o, o 00 0_ o v ? 100' VC Q LAJ , I - o N © N`O o o o PI=25.53 100' VC 100' VC 04 to N - --- + - �'o +�' m - - - _ EXIST. RA Pl-�6.Q3 U P/=25.03 - - - -- -- - _� Q rR=-1. 13.$ ''N ±cV _ r,,1 ) ^ N CV +[� �,5t� - $1C��� 0� SO o 9� � o�L - o U �+1 ^hi �-- V cp 00 - - Co .h o� co . o Cep Q R=--D.50 _ - ^,N +^ N `° +cc�o + ^ oo -� orn + do R=- .50� + + �n N r� I� + o ' 39.54' VC i - wnco co cV cV h ^ ^'n „N ccj +h +o +�; rn 19.77 R50 - ^ _ N N N N ^o N tIp N e^N ^N o o N P1=29.48 t- _ L=tOg 43 - 19.77' - - _ O.C. -N N � cp I 100' VC ; PROPOSED FINISH TR=D.50% R=-o.50$ W - 1425 CL p 21.22' Pf=28. 1 o SURFACE 0 CL a rR=�1.oo� � I - p - - Lw mW, o C5 o oU et W N U ^ ^ N o O.C.7 0.C.4 100' Vc 100' VC 100 VC I L 7 L P1=25.55- rn N + o co 0 o P1-25.05 R=-1.p0 p .,N +N �N o -om �� ^ 00 +N 00 o + c5,� j� A T ^ -- - ----- - --- - -- -+ N ±N ^N �+� ^� of p� o p� p O� p0 ----- I fi R--1.279 ^ NN �+� ^ o°p o �g � o� �^ o� oN �� o o 0.5 + `�� " + co p� o R=-1.92 - R=-� 090 N o o ,,} oo ^o 0`00 + + er o N +np +co + 110 tcy op ^ O) ^ R=- .50� CohN ° °N �i ►�"� ^� �N +� + +y �a �� �� ^N N - �cvCv 00�j bN AN O +N cV + o O N DO PROPOSED TOP = R=_ % N Z rR-o.SDx o.50 , W 1425 RT _ OF S L Y CURB -� -CL. CBj -- rR=-1.o0� - , 16+66. 1 h =70.fi1 7 - - W » » PROFILE y NOT A BOUNTY MAINTAINED ROAD HORrz 1"= 40' INv. VERT 1"= 4' 10+00 11 +00 12+00 13+00 14+00 PLAN 1"= 40' 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 SCALE IN FEET 0 40 80 120 160 MOONRISE LA NE SEE SHEET 5 PALM BREEZE LANE =" �0 n 162 161 160 159 158 L, SEE SHEET 5 W 114 ,�N �� N U 15 n u 156 5k' ec G G `� o m N m R w + 155 154 153 10 18 18 ' 1 91 90 89 88 87 86 85 8 100.06' _ _ 50.00, _ 50.00, _ _ 43.74' L=50.,' L=5024' 8 A _ R/W O L=2449' L=26.p2. 1 O _ �(�• ©\ 91 9 PROP. 8" SEWER 2E ALL-�2'��- L=4595' • ' 45.00' �`�� f02.00' 50.00' 50.00' 50.00' 50.00, 50.00, 50.00' �°� 0010 00 9 G 11t00 �, " /4�pc, 5 G _ - _ _ _ _ - _N 89'10 14 W 12+00 `L13+0o O 1 K O h DO T - +111 15 ± g�` 1� PROP. 8" WAIFR 9 �• 1� OC 1 G 14 �� 14 6 2 PROP. 8" SEWER 14 PROP. 36" S.D. 5 N1G OLAJ p O G 1 I- 1s+oo l 76+00 `� �G 17+00 - 1s+oo " 19+ooSEE S.D. PLANS 20+00 1 nl �p G �,6�G h + N 89'10 14 W ell Cb g L6 _, LLJ =17.97 0'- 51.00' 51.00' - - 35.5 L=15.45 L=51.08'- ^ J �61 G 00 PROP. 8" WATER 5 2 ���O � L=51.3g 7 5 33.48 -4 . OLAJ C=3579' U --� L=47.17 _ m Cr) cV L-51.13 L=32. 1 . 51.00' S 11.00 51.oo0' 51.00, 51.00 51.00' S 1.00 51.00 59.00 V 1 16 �,o �� � � � m R/W R/w ,/ 51.oo' Q 1 18 0 119 120 121 122 N 123 124 " z 117 A 125 W? LO 126 127 + 128 o W 129 m = 130 131 132 133 134 135 136 137 CONSTRUCTION NOTES `'+ o^ opt � Lkll' CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL./I O2 CONSTRUCT TYPE A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 O5 CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. STD. NO. 400 & 401 (�8 CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. NO. 816 MOONRISE LANE 0 O O CONSTRUCT CURB INLET CATCH BASIN PER R/V. CO. STD. N0.300 "NOT ,Q COUNTY MAINTAINED ROAD" "W" PER PLAN CURVE TABLE CURVE TABLE 0 13 CONSTRUCT DRIVEWAY APPROACH PER R/V. CO. STD. NO. 207 CURVE DELTA RADIUS LENGTH TANGENT CURVE RADIUS LENGTH TANGENT lw AM14 ADJUST SEWER MANHOLE TO GRADE 8946'07" 35.00' 54.84' 34.86' © 9'04'07" 782.00' 123.77' 62.02' DIAL TWO WORKING 15 CONSTRUCT GUTTER DEPRESS/ON PER R/V. CO. STD. NO. 311 © 8946'07" 53.00' 83.04' 52.79' 0/ 9'04'07" 800.00' 126.62' 63.44' BEFORE DAYS BEFORE © 111*5757" 56.00' 109.43' 82.97' OJ 9'04'07" 818.00' 129.47' 64.87' Y❑U DIG YOU D I G DO 10.1749" 110.00' 19.77' 9.91' OK 90'00'00" 25.00' 39.27' 25.00 TOLL FREE 1-800-227-2600 OE 9'04'07" 818.00' 129.47' 64.87' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT F 9'04'07" 800.00' 126.62 63.44' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. J0507 - IP 040040 SHEET No. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF/NT. OF MURRIETA SHALL NOT COMMENCE UNTIL AN QR� ,� QE MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE `�� OTy Fti OVED BY: •�NUMAT '�F ' LANCASTER DR, 57 FT. N/E OF THE NAE COR. OF THE RECTORY, 45 Fr SCHEDULE 'A" ENCROACHMENT PERMIT AND/OR A � � s,F ti 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF 7HE EASTERLY COR. OF 6 FOOT ��� 2 �o �� 7 ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. w C. Z��OT Q No. 62183 �, PHo E (909) 937-9151 DISK IN THE TOP OF CONCRETF POST LEVEL WITH THE SIDEWALK. No, 33950 Expi 9-30-05 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR * Expl 06-30-06 K LED A. TH P.E. DATE it 4•ir-•f ELEVATION: 1429.249 MOONRISE LANE (10+00 TO 20+50.00) OF �4 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �, Q C.E. 33 0 P. 06-30-06 �, Q IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT Civl\- ��� �.1 CIVl�- �~ PREPARED B A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOFCALIF� (v 24 oS FOF F0� R.C.E. N0. 62183 SCALE: ��� FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMM ND BOYLE CALL DATE: FEB. 2004 9-30-05 H: AS SHOWN V: N/A JOHN LAING HOMES FILE N0. FOR APPROVAL BY THE COUNTY. DATE EXP. DATE: JA714-1809\streets\st07.dwa.5/20/2005 3:12:42 PM.MVA 4 4 L=138.42 L=1 4.79' 100, VC 100' VC C L=147. 18' L_39.27 L_39.27 , Q O m P1=23.60 3 U P1=24. 16 o m 0.C. O.C. 100' VG _ 0.C. L=143. 7 h +(b o m , d , `r d U m os co °°�' o°�i og,U ' W .. .� W] r .� ]I o U P1=21.96 100' VC 0 C : N O�i 'O ttj�L1 A " O p p Q V P1=2' 46 O NN f'00 64 - tr�O� ^N O� +OBI-o0i + �d 10(00 5 -►3 NpV Q`' - Qm�m4p U O N Nwi +*7 .I.•^ + � +Op N N� N +� +O N W BAN Oj p O� O O O U N " N A AN N NNN N _Ntl NN �Mj °n d t+)_ N U {.N1\N N O p k o' O Opp A ,� A T ____ __ _ ._-__.- ___-____ ,- __._.---. .____. _ O T � �` J N +00 C�1 OQ Oq N N( N+ N O h A O p N-- A o N oto ---_-- ---- - ----- -- - - ---- -- ---- --- - - -- - - - - -- - R R=-0.50 N N 00 <h d? N N Nao N +O N +^ + N +N .I. N + to co p co W O co i N N N N et O ^ N N t\ N N N N - N N N NN - N NN N NN N N Op v� A .LA Op - R 0.50.E R=-0.50Z N N N 04 m Ce +rn + W Q R=-0.50 N N N- N N lam'` V Ilk I I _ TR--0.5 _ i rN tij 21+50.00 PROPOSES TOP TR--0.50,Z CL. CBS 5 1. 6 I TR=0.50 TR=0 50Z �, Wf , H 4.5 OF N'L Y CURB I 6+95.22 - R_ o. ; 100, Vc 1426 LT 100, VC P1=24. 14 100' VC o U - rnU U �Z 0 0 ^, U P1-23.58 N-U A m 0j rn rn v - 100 Vc (� , P1-21.94 - r� +'� o,00 0 -_ O °� � W) ��o°� o pp ry fl - - P1=2 .44 - - ON +O O O O +00 +off__+ tON �� O W -- - qN�O O m - U I\ O rj ' f` ^ +a�0 " N 0) N rrj N N �' + -1- �` �C h N _ © - O U 3 _p- Z N N ; t.� + +^ ^ N N N N N N N + N PROPOSED FINISH N O n O4ci o O O O D; O O O p U p A 142 C-L + m -- - -- - - WJ Nam NN A "� N N CE + NNCp�;+ � O � ^ h Our ^00 NA O O �i„ R=-0.5 N NN R=-O_50� N h NNNaoN +^ N +O + N +N +^ + LO - - 0.50% q N N ^N NN -N NN 00 NN +O + •a NN N N N N OpN 0 o 04 #N Q �Q =-0. N �- 0� _ - 1. N N p 41� L=29. 1 q' -+-- T Iq_ PART. 50 VC P1=23.60 L= .42' L=1 8.42 -+ - _ -, - _ - - - - R=-p �- L=39. 7' L-36.75 - - - - 142 CL - 10�0' VC o O.c O.C. _ m E,�CISTR�4DE O O rn U Pl-2U 16 CAL 100 VC Ly O.C. L-150.4 ^ U P1=21.96 L=39.2 rnWR om �� °'� rn °' 100 VC O.C. 7 I� O+ . O irn ►�� ^^ O env Pf^2 .46 N ^h + r•� + +o, .F + +o O.C. L=39.27' I�,Z O+v� N ►rj ^�) N Nr•j NNr'p eq N N� +N +6? �� - �A�_N N O� O O� O O O OU _ �U " .rj �, O.C. ,+ N N �� N O o� a eta 7Z T J N N N c� N +---- ---- - -_ O p N+ N O O A I� O^ A N O ------ O U - ----- - m - � , _. of Q; - - - --- -------- -- ------ -- - - --- .------- _ N -- - R= -a50-Z N N N N +p +c�j ^ + +N to co O �o N U N�j CI _ 04 N nj N N 00 N 00 ry a0 N +g O O +A l�i so I . A NN NN N NN NN N 00N + � o�� � , ' N �. + O W R=-0.50.Z TR- 0.50.�' N CN N N A o o © R N W W �0 PROPOSED TOP 1.00;g A Iq A N �? N ry TR=-0. TR=2.959 _ 0.5oZ p TR=0.50% W OF S'L Y CURS ;I I - N =as Z Q 27+0 13 - 142 R T _ '1 -W%7 H-4.08e'- - - TR- 2. TR-1:a . L - NOT A COUNTY MriINTAINED ROAD " PROFILE HORIZ 1"= 40' ��s VERT 1"= 4' 20+00 21 +00 22+00 23+00 24+00 25+00 PLAN 1"= 40, 26+00 27+00 28+00 29+00 30+00 31 +00 SCALE IN FEET 0 40 80 120 160 ERIKA WAY SEE SHEET 4 15 0 15 5�' 9 Z? j 9 81 v 80 79 78 N 19, 18' I '8' ' No 77 76 N �,o Wz o7_1 rn 82 + `" �� oo N to 11ze 74 N 00 Z o �r 83 N �� ���G 8 + m N =m 73 zN ±W 84 `"� 4� `o " m ', 72 00 o 85 �,� �2 175 �+ . � N a rRlw N e� 6� �,N N N �� � � 71 70 69 � III 68 m Z L6 O+L C)N 1 p N _ - - ��' 45.00' +- 3 + 26.18' L=23.B3' L=5009, + N � + L-50.23' L=��' L 3.58' 46.42'- 50.00' 45.00' G� � �� N N O+ N D L=42•71' - �- " A - L=503T co 0 :N 11 N = �. �� 28.04' � W 13.44' L=78.29' - L=50.as' F 2 �b q, op 5 $ ',�G 7 6 �, 'F�, 7 ti�G ao �y`L NG - L_s0 R/W N O - 23+00 1 a+oo ' 25+0o N 89'10'14" W_ 2s+oo ' zzoo 2 © L=50Og L=18.88' 31.13' 5 00' 50.00' O -4 - I - I I - +_ -.-�- -- ROP 8 n Q �, �G _ �- ~ 14 °� `� 2 14 za";Q` _I --� _-e oowERp O . C 22+00 �' G °Ap 5 °� W ��. .�'"�G 21+0o D �NO� C p l \PROP $ WgTER (LG ' ----�� 2s+oo 5N6 �M W � 14 h _ _ T2. _ , G 31 �! 4) �J1 0 ��1 G O L=34.70 17.4T 52.15E 52.15' S2.15' S2.1 T 52.15' 20.3T L=31.79 L=52.3f' - '� - - Z ��' G N J L=a . RIW 00 L=s270' G 5 �,�'�G 1�G �, '�G �c; �'� �- _ 23 L=fl.5g� O A LAJ LJ O Q V + = L=52.39' L=52.35' 5. Q = ti 141 142 143 144 148 42" RCP - G \ Q 137 8 140 - N o� 145 146 147 ti �� �, �139 � Q Y N 11 149 SEE S.D. PLANS N o� 8 16'a' 16 °' 138 N o�' �� 15 rl 6, 9, 9, �6 N oa` N o+ uW 150 �N 9 151 + m N m N CONSTRUCTION NOTES 152 N + W I I ro Ol CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.II MOONRISE LANE GROSSE POINT DRIVE O2 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 "NOT A COUNTY MAINTAINED ROAD" JOLIET WA Y SEE SHEET 3 O5 CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. STD. NO. 400 & 401 SEE SHEET 3 CURVE r,4eL£ O6 CONSTRUCT CROSS GUTTER PER R/V. CO. STD. NO. 209 & 209A CURVE DELTA RADIUS LENGTH TANGENT 0 o O CONSTRUCT 4" THICK PCC ACCESS RAMP PER R/V. CO. STD. NO. 403, CASE A A 90100'00" 25.00' 39.27' 25.00' O8 CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. N0. 816 © 84'13'48" 25.00' 36.75' 22.60 e © 10'08'30" 782.00' 138.42' 69.39' 9 CONSTRUCT CURB INLET CATCH BASIN PER R/V. CO. STD. NO.300 DO 10'08'30" 800.00' 141.61' 70.99' "W" PER PLAN E 4*22'19" 818.00' 62.42' 31.22' DIAL TWO WORKING BEFORE DAYS BEFORE 14 ADJUST SEWER MANHOLE TO GRADE OF 10'0830" 81&00' 144.79' 72.59' YOU DIG YOU DIG 15 CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. NO. 311 © 10'3227" 818.00' 150.49' 75.46' TOLL FREE 1-800-227-2600 OH 10'32 27" 800.00' 147.18' 73.80' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT / 10'32 27" 782.00' 143.87' 72.14' NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision of : BENCH MARK: BMI T-600-29-66 TRACT NO. 30507 - IP 040040 SHEET No. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF/NT. OF MURRIETA SHALL NOT COMMENCE UNTIL AN QN QE�N MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE A' 4T�F` �NOMAS '� ' LANCASTFR DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT " " �, y ti AP ROVED BY: s Fy 760-A S. ROCHESTER AVENUE SCHEDULE A ENCROACHMENT PERMIT AND/OR A � z�' � ��o� ��,�, WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY CDR. OF 6 FOOT 8 2ONTARIO, CA 91761 / STREET IMPROVEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. L (-Z? ,' PHONE (909) 937-9151 BLOCK WALL, 2 Fr S W OF A POWER POLE1623732-E, SET A BR,4SSw �� Q No. 62183 �, DISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No. 6-30- Expl 9-30-05 THE RINTE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR Expo 06-30-06 KHAL A. MA P.E. DATE it C-Ir-Af ELEVATION: 1429.249 MOONRISE LANE (20+50 TO 31+00) OF 14 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Q R.C. 339 ) 06-30-06 u, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �'9T CIVIC- �<'~ �q7 CIVIL ��tiP PREPARED BY: A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE' ENGINEER SHALL BE RESPONSIBLE FOFCALIF� LO 2-`f vs FOF F� R.C.E. N0. 62183 SCALE: FOR DETERMINING AN ACCEPTABLE SOLU77ON AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDE BOYLE - CA DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE NO.937, FOR APPROVAL BY THE COUNTY DATE EXP. DATE: 9-30-05 H: V: JA714-1809\streets\st08.dwa.5/20/2005 3:13:19 PM.MVA IA L=141.02' O.C. 45.51 50' VC 45.5 1' 49.99' L=31.32' L=108.91' P1=26.06 TAN O.C. , O - .25' L=72.49' 100 VC O.C. 25' 0 25' er W ^U L Q jC. O.C. PI=22.50 100' VC U^ o w �� o �� v o: Pl ,23.68 apN m� U CN N N m o0►) - #' r,) cV {. ► n O O > O > p U O U of g O m - 5Q - , +� o O OU O U oN \� p:N + N R-� A , m to � oo ^ o N c� h o� R=-0.5Q.� N N N �r __ +' o O N `� ►� + N o + +a r-iboo rn.N - 6 - ---- ------- -- - -- ---- - - - - _ ---- ------ ---- ------ - -- --- -- - ----- - ---- - -- - - - -- - r - - ---- - -- - - - - - -- - ----- - ------ - -,�----- N---- ft R= 0.50 " co N ° N U 3 ^ N A N N _ =0,50% 09 � PROPOSED TOP 50 , VC _ Q 13' P1= 6.20 5Q' vc OF N L Y CURB 0 a 0. P1=25.41 ��' J U 25' Q 25'p ��a 1ao vc - 1 420 L T o o ^ ! 100' vc PI=23.66{ to �A V_ % ^m Aa o O� ,� PI=22.48�� o •��"L�91 �N N p� + + + e1 ocV ! +O + N Of\ O: _ OV O OU O U O MU U O Oh O O pM �U h �; to d O ^N N ' O O m N + ^N N� �F �+N �N OA O <t v - O O ►� N R o� + 0.5Q� e1 ao + I� qq �+ --. -- -- - - ------ - ----- - -- - - _.- -f - O N - N - ---- - - --- --- -- --.. --- - - -- ---- -- - 7 C-L - O - - -- - - . - -------------- - -- - ------------ -Cal -- -- - '� to N co cot \� R=1.50* R=-1.22X R=-0.50 "N NIN c _ N - 0 Qp 0.50Z - -- - =0.50% c=141.02' XIST GRADE7 - _- v PROPOSED FTNISI i-- -- ---- _ O.C. C� CL - - - - - 50 VC SURFACE @ CL - 45.51 ' 45.5 - -- - - L=31.32' - - - - 49.99 - -L=995 P1-26.06 TAN O.C. 1420 CL 25 U 25 L=7 49' L=66.25' O.C. ,I L=48.06 100 VC : v O U t\ o ,�U OaC. U O.C. =39.27 PART. 50 VC P1=23.68 L m N m tci , N N m �� � U o f1.C D.C. ��P1=22.50 _ _ U O 9^ O R=I1.5 - + v �' '`" o O U N °p N °0� to o rn - - jk 0 o rn N p cV L6 „ m ►^� '^ ►� co,t� c� u� b A e S_ vJ -- ----- R 0.5Q�' +' o co +co o R=-0.50 ^N N NN N ►� ^ `O `O ^N � "� �ci N �` �N N N N N N R=-0.50�' J� : =050%7 U PROPOSED TOP TR_0.50.E TR=-0.50 OF S L Y CURB rR=-1.00� CL. Ce 1 - 16+5 .9 420 RT " NOT' A COUNTY MAINTAINED ROAD„ W=7;' H=4. 2 PROFILE HORIZ 1"= 40' t ---- ------------ -- ----- . VERT 1"= 4' 10+00 11 +00 12+00 13+00 PLAN 1"= 40' 14+00 15+00 16+00 17+00 18+00 19+00 20+00 SCALE IN FEET 0 40 80 120 160 9 z 15 38 37 32 31 30 \ ,� 33 29 28 27 26 3 25 N 24 23 22 21 20 19 m 36 35 34 � N �, 18 4 V A \� � U U � LO O II Lu m� ^ m o; co � IW ° U ?B' 4Ag ' 00 O L=4733' .76' 1510.00' - 50.00_ - 0.00' - 50.00, - 50.00_ - 50.00' - 50.00, - 50.00, - 50.00_ - 50.00 - - 50.00 y - 28.43' L=21.75' _ L=50.33' yg"� �•� \' S, L=28.4T 17. 50.00' 9.1 L=40.L9' L=p6.89' - - - - n FE �k.G �4 °0 PROP. 8" SEWER -.� 14 �30" R.C.P. 2 5 ao h6 14 G L �� ;1,d C `� �G Q -I - - �- - - N &9'10'14" W - -SEA S.D. PLAN - -i 0 2�16 �C 13+00 IM 14+00` ^ 15+00 16+00 +00 18+00 "` 19+00 ' 10+00.00 RP 10 oo �' �G 11+00 �' D 12+00 © `y� 1 1 - �N 89'1014 W G + h� ��•G b PROP. 8 WATER hG LEOS TRAIL M� �6 ,gyp 9� , GF �� 11 2 _ L=30.89' L= '62' 1.6-7 �50. 50.00 50.00 50.00 45.00 7 �9G 8 45.00 50.00 50.00 38.59 L=11,41 L=5028,- h L=19.61 ""JJ � G _ =17.55' =10. 2' 39.10' 37.13' L=54.62' R�W ?`'. G� ti,� N R�W - � � 1� a? N d' O s i34 j9• L0 � O L-28.9.�' 15. 5 g0, of V r+j � 56 + W m� G��77 m o + m 1 18' 18' 1 41 �� A A 45 46 47 48 49 50 51 0 `' 52 53 54 55 56 5.7 44 175 I N I 9 58 42 13 TYP. 43 CONSTRUCTION NOTES 15 LEOS TRAIL ERIKA WA Y Ol CONSTRUCT 0.25' A.C. OVER 0.75" A.B. CL.It SEE SHEET 4 O2 CONSTRUCT TYPE "A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 "NOT A COUNTY MAINTAINED ROAD" O5 CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. STD. NO. 400 & 401 O6 CONSTRUCT CROSS GUTTER PER RIV. CO. STD. NO. 209 & 209A 15 CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. N0. 311 CURVE TABLE CURVE TABLE 0 O CURVE DELTA RADIUS LENGTH TANGENT CURVE DELTA RADIUS LENGTH TANGENT O7 CONSTRUCT 4" THICK PCC ACCESS RAMP PER RIV. CO. STD. N0. 403, CASE A AO 212'37'33" 38.00, 141.02' 129.84' H 14'5541" 400.00' 104.22' 52.41' 0 O8 CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. NO. 816 © 16'18'46" 110.00' 31.32' 15.77' Ol 14'5541" 382.00' 99.53' 50.05' O9 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO.300 C 9*56'11" 382.00' 66.25' 33.21' DIAL TWO WORKING "W" PER PLAN O2 9'56'11" 400.00' 69.37' 34.77' BEF❑RE DAYS BEFORE 13 CONSTRUCT DRIVEWAY APPROACH PER R/V. CO. STD. NO. 207 E 956'11" 418.00' 72.49' 36.34' YOU DIG YOU DIG F 90100'00" 25.00' 39.27' 25.00' 14 ADJUST SEWER MANHOLE TO GRADE TOLL FREE 1-800-227-2600 © 14'5541" 418.00' 108.91' 54.76' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 - lP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA Q E N QR� iV MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURMETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN A 4T�F �NOMAS ' LANCASIER DR, 57 FT N/E OF THE N E COR. OF THE RECTORY, 45 FT " y y APPROVED BY: ,I' Fy 760-A S. ROCHESTER AVENUE / SCHEDULE A ENCROACHMENT PERMIT AND/OR A P �� WEST OF MURRIETA RD, 7 FT S/E OF THE EASTERLY COR. OF 6 FOOT �� 2 �o � OONE (9 , ) 9 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS STREET /MPRO VEMENT PLANS GRADING PERMIT HAS BEEN ISSUED. W � L �Z � l0 Q No. 62183 �,� PHONE (909) 937-9151 9 w DISK /N THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No. 6-30 0 KH D A OT AN, P.E. DATE * Exp, 9-30-05 1429.249' LEOS TRAIL (10+00 TO 19+89.75 14 THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expo 06-30-06 * IO•F•I ELEVATION: ` � OF - SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. f Q R E. 3 5 XP. 06-30-06 Q / IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE TqT CIVIC- ��~ �I I/ CIVIL ��� PREPARED BY: A.T. SKEERS 62183 SCALE: FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOF CALIF- _ 'Z4.OS FQF F� R.C.E. N 0. FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMENDE -BOYLE CALL FEB. 2004 JOHN LAING HOMES FILE N0.�� FOR APPROVAL BY THE COUNTY DATE DATE: EXP. DATE: 9-30-05 H: AS SHOWN V: N/A JA714-1809\.streets\st09.dwa.5/20/2005 3:13:11 3 fj'J.M VA L=25' PART. 50' VC : P1=19.72 _ - 54.96'_ 0 - o - OC i o L=19.77' N ov40.99 L=1 08 J to CS O.C. TAN O.C. Z N U ', � o +o ;off N Zvi OI W "' II ^ °' °' _oo� N o Z + 0^ Q R=- - ----- ----------- lam® -�ITr------ ----- -� 0.�5 � � �n -1�- r LAJ LLJj _ N N N N W m V I 4, PROPOSED TOP rR=-a50% N N I TR=O 5D% R=-0.50% �,N I OF At L Y CURB - _ - Q R 0 PROPOSED TOP - 09' 101, L= . 25' - OF N'L Y CURB - 420 L T o O CROWN Ll ALONG + P1-19.64 _ - N 5 5 0 a, o L=83.25 ^ 8 2 o U oo O o, - ! I � ,� :toz l - v� 41. 25N V R4 25 N e - _ o ^ v I �1 +a o o PROPOSED FINISH!^ v N SURFACE CL + o o _ ai._ N N o � =2 J.57 PI=21.07 � � � __ i o �^ _ - i --- - -- - - --- - ------------ N -- - -- - - - - -- - = - -----.-.__. - - --- - -- ---- - - --- --- - - - -- -- - R o o C� 0% z�5 0.5 _ _ -- ----- -- ---- --- --- --- _- _ -- - -------- Z o N o , m - -- ------ N LAJ W + - - - - - - - ,- - - �� NN I� Nj �� �� I �l' W v N `� �' Q N� o EXIST GRADE--I TRy0.950% R 0 CL �1 - - - L=198.Q9 - PROPOSED FINISH I i o L=19.77' 40.99 URFACE ® CL ' o c. -T- ! � � - �420 • �0 50 VC 58.09 TAN L=108.91 - - rR50% TR=1.20% I oo a 0. Pl=19.;60 - - --- -- t� O.C. + U EXIST GLADE _ __ ^ �; - _ 5' 25' aL 54.98 o i � + m� t +cfl O^ C O.C. - ^ o� w wi o �v Q1 S S - R � A7 OT o = 0.50% _ z -- --- �_ 48 - _ ---- -------- - - _`--- -- --- -- - -fz - - - + c� - LQ ON ON N � dl Q ; W N NN � ' ob O � '� _ N _ PROPOSED TOP i _.. - ^ . R=-0.50% N N N Nu I OF S'L Y CUR I I CL.i C@# 1 Q I W H 4 5' W - `'� PROPOSED T-OP - - OF S'L Y CURB rRo.So% 420 R T - I Ii TR$-0.50% PROFILE NOT A COUNTY MAINTAIN D ROAD " 'NOT A COUNTY MAINTAINED ROAD " - „- � HORIZ 1 = 40 VERT 1"= 4' 20+00 21 +00 22+00 23+0 PLAN 1"= 40' 24+00 31 +00 32+00 33+00 SCALE IN FEET LEOS TRAIL 0 40 80 120 160 SEE SHEET 4 5 ' 67 66 65 101 18 18 6 17,0211;r of 17 12 11 16 15 14 13 Il I ► o `� v \� \\�� m N _ m pp�G G�65 N 5 + CO �I 11.g4 N N 7 ' 1, 9 + Qj EC 1 =5069' N 38.4 ' L 'jq0j' \.�J1- J L=34.39' 15.66' 50.00 _ 50.00'L 29.66' L=17.97 2•�� �,�jx ��XI�Cj 1 0 � 5 8 U 20 0p A 5 ti1 G 6�` E `"` / -50.00' _50.00' - 45.00' I DO ' 6 1 \ F� �0 O 0 0 �G PROP. 8" SEWER ti 00 2 '��Ga 4 �44 �� 1 21+00 ^ 22+0o N 89.10'14 W �z3+00 14 �L �G - �- - I - I - o s PROP. 8 SEWER-,, ao u 14 " 5 2 FO 00 N 89'10'14' W 32+00 �' `s o "CL DR WY 13 PROP. 20' C PROP. 8 WATER-� 00 1 G \ N 9 Z 0 - - - � - o W=16' SEWER EASEMENT V =16pS - o G �' P 8' ATER-r �^ G 0 °�9G�9 1`� 9, K MAINT. BY E.M.W.D. � �-so7T• _ _ L=44.76' 5.3 50.00 50.00 T 50.00T 45.00 8 L O pLai ^j I N pl6 O� 59.00 50.00 44 L=17.9 26 N. Z sT T4 s8 7 �0 30 RCP � �, ao m G� N Q 00 5 � ,� o d'� �s SEE S L�PLANSI 58 O g h v ^ o\ \ x 6'�F SHT 2 o 59 N N 0- F � O P< U 2 60 61 62 63 L6 Q, 5 ' � 1 2 3 �W= LOT A � 4018' i8' 1 J � DET. BASIN I I LEOS TRAIL "NOT A COUNTY MAINTAINED ROAD" LEOS TRAIL MOONRISE LANE SEE SHEET 4 "NOT A COUNTY MAINTAINED ROAD" CURVE TABLE LEOS nwL CONSTRUCTION NOTES 0 O CURVE DELTA RADIUS LENGTH TANGENT O1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.H AO 14'5541" 382.00' 99.53' 50.05' 0 © 14'5541" 400.00' 104.22' 52.41 2N CONSTRUCT TYPE "A-6" CURB AND GUTTER PER R/V. CO. STD. NO. 200 13 CONSTRUCT DR/VEWAYAPPROACH PER RIV• CO. STD. NO. 207 CURVE TABLE MOONRISE LN. © 14'5541" 418.00' 108.91' 54.76' O CONSTRUCT 4" THICK SIDEWALK PER R/V• CO. STD. NO. 400 & 401 14 ADJUST SEWER MANHOLE TO GRADE CURVE DELTA RADIUS LENGTH TANGENT DIAL TWO WORKING 0 1O'l7'49" 110.00' 19.77' 9.91' OH 10'17'49" 110.00' 19.77' 9.91' BEFORE DAYS BEFORE 0 110'35 38" 56.00' 108.09' 80.86' O8 CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. N0. 816 1� CONSTRUCT GUTTER DEPRESSION PER R/V. CO. STD. N0. 311 O 90100'00" 35.00' 54.98' 35.00' YOU DIG YOU DIG O 90'00'00" 53.00' 83.25' 53.00' O9 CONSTRUCT CURB INLET CATCH BASIN PER R/V. CO. STD. NO. 300,• "W" PER PLAN 0 90100'00" 53.00' 83.25' 53.00' TOLL FREE 1-800-227-2600 © 90'00'00" 35.00' 54.98' 35.00' OK 110'35'38" 56.00' 108.09, 80.86' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 - IP 040040 SHEET No. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA COUNTY OF RIVERSIDE QR� N !9 QEiy MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND SHALL NOT COMMENCE UNTIL AN ��� A. �T�Fti PROVED BY: Q�' �NOMAS 'fit" ' LANCASTER DR, 57 FT N/E OF THE N/E COR. OF THE RECTORY, 45 FT SCHEDULE A10 ENCROACHMENT PERMIT AND/OR A ��, P ��, s� ti 760-A S. ROCH, CA 91 AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT STREET IMPROVEMENT PLANS �r '2 �� F� GONE (9 , ) 9 91761 GRADING PERMIT HAS BEEN ISSUED. �' ��� t' rZ 9 l` �Q No. 62183 pv, PHONE (909) 937-9151 BLOCK WALL, 2 FT S/W OF A POWER POLE1623732-E, SET A BRASS y DISK /N THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. LEOS TRAIL (19+89.75 TO 23+37.29) No, 33950 Expo 9-30-05 THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expi 06-30-06 K LED T AN, P.E. DATE !� >� •�f ELEVATION: 1429.249 MOONRISE LANE 31+00.00 TO 32+85.E8 OF 14 SHEETS ASSURING THE ACCURACY AND ACCEPTABIL/T1' OF THE DESIGN HEREON. Q C.E. 3 5 P. 06-30-06 �, Q IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT CIV1\- ��'� Tq7 CIVIL �ti PREPARED B A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOF CALIFO •2 •QS FOF FOB R.C.E. N 0. 62183 SCALE: FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMEND -BOYLE CALL DATE: FEB. 2004 9-30-05 H: AS SHOWN V: N/A JOHN LAING HOMES FILE NO.937-* FOR APPROVAL BY THE COUNTY. DATE EXP. DATE: JA714-1809\streets\stl0.dwa.5/20/2005 3:14:33 PM.MVA , U 100' VC 50' VC 50" VG - 100'. VC Q \ R P.I.=37.38 P.I.=37.88 P.L= 7.35 P.L= 6.85 U W Nk W W � O _ O) Z Obi O Q *7 h of O . h d• O *7 O pEj O m � p O p O (j OW 00 Oco cVto hh ^ � Ocp + ^ + ^ ^ cNp (z) Op h .� O h .r OO O � + r< Qj + + ►� + 1� + ^ + ^ + � � ^ r7 ^ + ^ + N Ili p0 Np V) + Ea ^ � W R=-0.23% '� `,�' ►� N n� N r•� N r7 ►� r7 .� '"� ",? r7 A r j �+ �+ ^ ^ + ^ ctq to to oo �- i� R=0.50% ----- !-- co R=-0.50 T12 PROP. TOP I -OF w1 Y tVRB I p ► _ -._ FUTURE TOP-- I -- - -- z z W� , I + J I OF W'L Y 'CURB z W ti + J II 50 VC 50 VC 100 f 100' VC L ^� U 3 P.L=37.88 P.L= 7.35 P.L_ 6.8 ( ^ 2 p+' U P.I.=37.38 U U , U U o > °)ao U W �_ 4� OO � N O � ►� OtC1 O . m OO � � Off cV ^ Off + + � h O � � (p ref O .� � e�• O � i- k �o co co n, p O O ►� R=-0.23% + >\ + + , + ,� + ^ ►"i ^` ' ^ + ,� + N "? cV N .,, 4 # N „ cV + _ R=-0.50% N "� N � Nr7 N A '� '� '� "? � � ►� ^ ,`j aA+ � �+ r� + ►� � n + � cAor.� R=0.70%) - R=0.50% R=-0.50 - - �U . _. _ 0 CL L=54.84' PART 1004'VC L54.98 ©� L=54 cV 0.C. �+ o+� .98' 100' VC v �? U P.L=37.38 O.C. Z_ p'� OJC. k A� U P.I.=36.97 p W O m �W W m U N� O c©M a3 to + O of \U �► W W W n� W p + +O mU � ON + + '� Nrj ^ + ►� � O a0�� U U a1U � \ +I� ~ p ajp � NO �^ cp ^ p M N r� N ►^1 .� z U ll O I-O N N -+r) + I� U p. ^ + [� +t ►h cp^ Q a 'U a + N . er + 1� h , Z °o r R=-0.50% `v "� ►i'i� co o `O `° o, �' `° ►, tl, ,,u� p - EX. B CURB & TR=-2. 16% PROPOSED TOP GUT;rER PER 5 ---- -- - -- - - ----- -- E4LY CUI r i $---TOP-- - - - ---- --- - -- --- ---_ --- -- -- 1435 R� OF El Y CURB �+ N I I 1 v^ 3 _ 0 � 15 V PROFILE _ HORIZ 1"= 40' VERT 1"= 4' 10+00 11 +00 12+00 13+00 PLAN 1"= 40 14+00 15+00 16+00 17+00 18+00 WEAKENED PLANE JOINT (TYPICAL) SCALE IN FEET *NOTE.• B 0 40 80 120 160 CONTRACTOR TO VERIFY LOCATION & ELEVATION PR/OR TO START CONSTRUCTION. ANY DISCREPANCIES SHALL NOTIFY THE ENGINEER. o"C.F- w o"C.F. A ROUNDED A i 0' R 10' R MEDIUM BROOM 3 4"LIP SCALE.' 1 "=40' W S 0 RCP PER +`�' o a p °� Op � W= 26" CURB /P 040040 �, }� o v a0 m GUTTER Q o o cn o o z ���G �� �G 0�� oo o U u? 66" RCP p. Q ^ LJ � ` Lj 1• G ! 0 , + + J REMOVAL LIMITS REMOVAL LIMITS EXPANSION JT. EXPANSI N J . o o m rn +0 48" RCP PER 18" RCP PER o�, � 0 �� 1 GF `,? W �' z STORM DRAIN PER PLAN �o o+� MATCH EXIST p+Z lP 040040 /P 40 40 U g� 0 10'R _ 6 /P 040040 �o = PVMET Q Q o uU - 78oRCP EXIST 24" WATER PROP. STORM DRAIN PER NOTE: CURB RETURN TO BE 2 If � � � � � '�\ �\ � �� � � � `r\ �• �\\ \` Q� » i/2" R. "H" VARIES FROM FULL CURB HEIGHT AT .J EXIST 24 RAW WATER TREET TO ZERO AT SIDEWALK \ I., 1 E.P. /P 040040 POURED DRIVEMONOLITHIC N ,\ , 7 \ \ •. S 1H. U Z \ 1 ZCURB HEIGHT PLUS 8" min. \ � 18,4 . 1 U ..wJ.. , W 0 \ �1 +0 12+00 \ D , » 13+OD v /4+OD \ `�5+D0 +OD ., \ (\ » Q� _ N DO 35 4 . t- \ z - - EXIST 10 SEWER _ SECTION A-A 8A` - a Q Q o DO O O N a G lST GAS �. X N E N \ CU RB ` \ G T. 8\ EXl S � =X/ST C&G r' ; , ; ti A G41 , 4. GF 1 , 1 + I wq• I 1h ��` & GUTTER N 18 + 6 � 3 �1 EXIST F.0. 3/4" LIP (1/2" R) N� O O ( p 4" "SHINER" e - U AT FLOW LINE SMI 4' MIN �— �i 2' 7 - 5 - - 3s s, - - 19 , Gh / - - - - - - G LOT E ? �� �G 8 �02� 31 5 �-R/w LOT "F" T BNDRY 25' (\ ROADWAY SURFACE -1/4-.. PER FT. 52.02' 122.06' 31.92' (� 2' 85.14' 93.63' 8-.:::: o F' o GF�j o 18 LA PER O I + O V1 V O 1� p ��9 N 91' , CODc O 95 p L(� p Z Z '.::. 8" PLUS CURB Lr) 3 43 �� Z ^p lP 040 40 RC�CD R/W �" HEIGHT (MIN) 1D 29' 35' 1 N � � moo � S.D. EA�EMENT TO BE I SECTION B-B 44' 50 o v m+ ;� N m �+ W v o+ MAIN TAWED BY RCfCD k � N �� �� I Z DRIVEWAY APPROACH DETAIL 13' 32' 32' �8, I g I o I W m I 116 115 1 1 14 I I 113 �0 1 12 15 N.T.S SEE SWEET 1 CHAMBERS A VENUE SUMMER STREET CONSTRUCTION NOTES SEE SHEET 3 18 SA WCUT EXIST. PA VEMENT O1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.II 8� REMOVE EXIST. PAVEMENT/ RECONSTRUCT TO MATCH EXIST. PAVEMENT A O J CONSTRUCT TYPE "A-8" CURB AND GUTTER PER RIV. CO. STD. NO. 201 19 RELOCATE SIGN & POST MURRIETA ROA D O CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. STD. NO. 400 & 401 2� REMOVE & SALVAGE TO RIV. CO. O CONSTRUCT STREET NAME SIGN PER RIV. CO. STD. NO. 816 21 PROTECT IN PLACE — EXIS7NG SIGN. DIAL CURVE TABLE N" ST. O9 CONSTRUCT CURB INLET CATCH BASIN PER RIV. CO. STD. NO. JOO, "W" PER PLAN 2� RELOCATE TEL BOX BY OTHERS TWO WORKING BEFORE DAYS BEFORE CURVE DELTA RADIUS LENGTH TANGENT 15 CONSTRUCT GUTTER DEPRESSION PER R/V. CO. STD. NO. J11 24 REMOVE & RE—CONSTRUCT EXISTING 8" CURB & GUTTER PER RIV. CO. STD. N0. 201. Y❑U DIG YOU DIG 0 89"46'07" 35.00' S4.84' 34.86' TOLL FREE 1-800-227-2600 © 90,00,00" 35.00' 54.98' 35.00' 2� REMOVE & RE—CONSTRUCT EX/STING 26' WIDE COMMERCIAL DRIVEWAY PER DETAIL HEREON.. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ZO REMOVE & RE—CONSTRUCT EXIS771VG 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401.. t NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 - lP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA SHALL NOT COMMENCE UNTIL AN R�Ev TRANSPORTATION DEPARTMENT RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE P QR�E�N MADOLE AND ASSOCIATES INC. A OT�F �NOMAS '� ' LANC.ASTER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT " " �, y ti AP ROVED BY: s Fti 760-A S. ROCHESTER AVENUE SCHEDULE A ENCROACHMENT PERMIT AND/OR A � P c ,�� � � WEST Of MURRIETA RD, 7 FT S/E OF 1HE EASTERLY COR. OF 6 FOOT �r2 �� F� ONTARIO, CA 91761 BLOCK WALL, 2 FT S GRADING PERMIT HAS BEEN ISSUED. ` �Z p l �Q No. 62183 N PHONE (909) 937-9151 /W OF A POWER POLE 11623732-E, SET A BRASS STREET IMPROVEMENT PLANS DISK /N THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No, 33950 THE PRIWE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ><r I {r KXHID A. MA P.E. DATE {� Expl 9-30-05 l ELEVATION: 1429.249' MURR/ETA ROAD �4 Exp 06-30-06 �o��-1 OF SHEETS ASSURING THE ACCURACY AND ACCEPTABIUIY OF THE DESIGN HEREON. f R339 EX 06-30-06 �, Q IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE TqT CIVIL ��� �q7 CIVIC �ti PREPARED BY A.T. SKEERS FOR: W.O. COUNTY DURING DETERMINING 7RUC77ON, THE ACCEPTABLE RIVA7E EN AND REVISING Sh4LL HE THE RESPONSIBLE F 7C 111 (O. 2,4•US eOFCALIFO� R.C.E. N0. 62183 SCALE: FILE N0. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMM NDED OYLE DATE DATE: FEB. 2004 9-30-05 H: AS SHOWN V: N/A JOHN LAING HOMES EXP. DATE: JA714-1809\streets\st1 l.dwa.5/20/2005 4:41:20 PM.MVA L=812T L=54.84' PART 100' VC v 4:C. P.6=J6.43 U o+^ CS O A� +� o0O 250' VC o P.I.=25.82 TR=-0.5�% +' m O cV - -- -- - TR=-2. 16%! o 0 T � L T + - - - - - - - -- -- _ -- - - ------------ ------ --- - kp ►� m P.I.= 6.60 NN o o N PROPOSED TOP OENLYCURB O� ON 00 +�o ^ mop ON 00°� p R__2 to 16 250' VC `� r�N p+�ci N"' + hN P.I.=25.98 �r N AN `�' g oo Izi o o00 - g o O O QoN - +N O N i O O - p DO W . i O R=-0.35% v ¢ ?g N� h^ U c' 00 O � � A N o O O PROPOSED f1INISH ap o p NN - - - N N o SURFACE 0 CL - �"�N 014 N� to� p �N p D O p �N ^NON O oO 00 O CIO O+N N O N EXIST. GRADE `� 0 CL. PROFILE HORIZ 1"= 40' - - ______ VERT 1"= 4' - 10+00 11 +00 12+00 13+00 14+00 PLAN 1"= 40' 15+00 16+00 17+00 18+00 19+00 20+00 SCALE IN FEET 0 40 80 120 160 94 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 44' S0' 32 8 cno co W �9 o 84 14' LOT 1 , " 51.00' 51.00, /51.00, 51.00' 51.00, 51.00' 51.00' 51.00' 51.00, 51.00' 51.00, 51.00' 51.00' 51.00' 51.00' ^N- o — �I A o J o Q V) cr 0 0+00 2N v+oo 12+00 +oo is+oo Is+oo Is+oo N89 10 14 W l�+oo -�a+Qo- 19+00 20 lV _I� _ - MURRIETA ROAD " 8 Z �� 18 TR BNDRY _ 10+00.0f1 CL INT. N \- EXIST. 8" SEWER EXIST. 12" WATER 8" CURB & GUTTER W =10+D0.00 "' EXIST. 8" CURB & GUTTER EXISTPER �R 04794 NTS CHAMBERS AVENUE PER TR 4794 PER TR 4794 c �I� SIDP S MURR/ETA ROAD SEE SHEET 11 CONSTRUCTION NOTES CHAMBERSAVENUE O1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.II 03 CONSTRUCT TYPE "A-8" CURB AND GUTTER PER R/V. CO. STD. NO. 201 0 O 05 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. N0. 400 & 401 8O CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. NO. 816 18 SAWCUT EXIST. PAVEMENT DIAL TWO WORKING 8� REMOVE EXIST. PAVEMENT/ RECONSTRUCT TO MATCH EXIST. PAVEMENT BEFORE DAYS BEFORE CURVE DATA TABLE Y❑U DIG YOU DIG CURVE DELTA RADIUS LENGTH TANGENT TOLL FREE 1-800-227-2600 AO 89'46'07" 35.00, 54.84' 34.86' A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—ENGINEER Prepared Under The Supervision Of BENCHMARK: BMI T-600-29-66 TRACT NO. 30507 - IP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF AT C47HOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA TRANSPORTATION DEPARTMENT SHALL NOT COMMENCE UNTIL AN PRE va MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE 9� A. OTy F2 OVED BY: (NUMAS F ' LANC,ASTER DR, 57 FT. NAE OF THE NAE COR. OF THE RECTORY, 45 FT SCHEDULE ENCROACHMENT PERMIT' AND/OR A ` �P �� s� ti 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 12 2 Z �� ���y ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 1623732-E, SET A BRASS ,zn GRADING PERMIT HAS BEEN ISSUED. G �Z 9lgp Q No. 62183 N�i PHONE (909) 937-9151 STREET IMPROVEMENT PLANS r ; DISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No. 33950 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR * Expi 06-30-06 HA A. HMA , P.E. DATE * Expi 9-30-05 * L '�'f ELEVATION: 1429.249' CHAMBERS AVE.(10+00.00 TO 20+00.00) of 14 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. f Q R. 339 E X 06-30-06 �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT CIVIC- ��� �qT CIVIC- ��Q PREPARED B A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE F O 62183 SCALE: FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS DFCALIF �' 2 4' OS FOFCALIF� DATE: FEB. 2004 R.C.E. N0. AS SHOWN N/A JOHN LAING HOMES FILE N0.q.? �� FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY RECOMMENDE BOYLE DATE EXP. DATE: 9-30-05 H: V: JA714-1809\streets\st12.dwa.5/20/2005 4:30:01 PM.MVA o L=54.98 L=54.98' o co O.C. O.C. N o� o Qc � +N a�bLiO �A � Vm UpUcoVV � � O -- - T.._ -- — ----- --- -- - -- - - - - __ - _ _. - ---- - _.. _ - _.__._ - - - - - ------ -- -- -- - ------ ---- ------- -- ------- ---- -- - - --- -- - --- - --- _ v — - -- - +�a cVR Na ^1 O p'N.."N �N _QjLAj-� NNNnN�N �N ON ^ Nto N p� O N +� p� p►� o �� --- NN �N o#iN M Q N N _ -2.38% o - - - - — 1420 LT o PROPOSED TOP c� OFNLYCURB Q , Qk L4jN N O N �� p _ N O , N J O Q O _ N NN NNNL-Li � N + N �� OY. O •I-O 6 +N � R=-O.34% N � cV o N NN FANO N W clq R--0.34% Z � PROPOSED FINISH - - - - _AQ SURFACE CL ; EXIST. v y - 1420 , GRADE (�► CL. Q W � W r 1 6 PROFILE HORIZ 1"= 40' ---- ---- ------ ---- - -- VERT 1"= 4' f - - -- ----- ----- - --- ------- -- -------- ---- - ------ ----- --- 20+00 21 +00 22+00 23+00 24+00 PLAN 1"= 40' 25+00 26+00 27+00 28+00 29+00 30+00 SCALE IN FEET 0 40 80 120 160 GROSSE PO/N T DR/VE SEE SHEET 3 133 134 135 136 137 � I /// ' I 138 139 140 141 142 143 144 145 146 147 148 149 9 �M 8 Vo obi N 10 38' 38 10 o v Ic) 35' 29' N m 9' ro�jp9 G51.00, 51.00'' 51.00' 51.00, 31.49, ti� rol �� � 31.49' 52.15' S2.15' 52.15' S2.15' S2.15' S2.15' 52.17' S2.15' S2.15' S2.15' S2.15'LOT "D"- - - - - - rR�W 8 �G� - - �-R/W - - - - — LOT C op O Q NMI Ac� k 6, � 3 5 G Fti �F O 41 O 4 �'�� 3 1 5 O N oo y6 2+o0 22+00 23+00 0 24+00 N89'10'14"W 25+00 26+00 27+00 28+00 29+00 so W N} Q) W J 18 'n EXIST. 8 SEWER o EXIST. 12" WATER TR BNDRY 18 14 Lot J W Q Q _ Cff�fiiblB€ S "ENtJE _ 23+31. 19 CL INT. =10+00.00 GROSSE POINT DRIVE CONSTRUCTION NOTES GROSSE P T. O1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.11 0 O DRIVE CHAMBERS AVENUE O CONSTRUCT TYPE "A-8" CURB AND GUTTER PER RIV. CO. STD. NO. 201 O5 CONSTRUCT 4" THICK SIDEWALK PER R/V. CO. S7D. NO. 400 & 401 O8 CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. NO. 816 14 ADJUST SEWER MANHOLE TO GRADE DIAL TWO WORKING 18 SAWCUT EXIST PAVEMENT BEFORE DAYS BEFORE YDU DIG YOU DIG 8� REMOVE EX/S r PAVEMENT/ RECONSTRUCT TO MATCH EXIST. PAVEMENT TOLL FREE i-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 — IP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA QR� QtE MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN A. 4T�F �HDMAS ' LANCASTER DR, 57 FT. N E OF THE N/E COR. OF THE RECTORY, 45 FT " " y ti ROVED BY: s Fti 760-A S. ROCHESTER AVENUE / SCHEDULE A ENCROACHMENT PERMIT AND/OR A � P ,�� � � WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 13 'r �' � � � ONTARIO, CA 91761 GRADING PERMIT HAS BEEN ISSUED. Y Z L �Z p� �Q No. 62183 N PHONE IO, 91761 BLOCK WALL, 2 FT. S/W OF POWER POLE11623732-E, SETA BRASS STREET IMPROVEMENT PLANS DISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK No, 6-30 0 KHA D A. 0 HM P.E. DATE y} Expo 9-30-05 * ,p 1429.249' CHAMBERS AVE 20+00.00 TO 30+00.00 THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expo 06-30-06 * (p 'j' f ELEVATION: � ) OF �4 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Q R. 3395 06-30-06 �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE TqT CI VI\- ��� �q7 CIVI\- ��tiQ PREPARED B . A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE CA_ (0 24 Os- C F4 R.C.E. N0. 62183 SCALE: 930740 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMEND -BOYLE CALL DATE: FEB. 2004 g-30-05 H: AS SHOWN V: N/A JOHN LAING HOMES FILE NO. FOR APPROVAL BY THE COUNTY DATE EXP. DATE: JA714-1809\streets\stl3.dwa.5/20/2005 4:31:12 PM.MVA 1 L=54.98' L=54.98' a' O.C. O.C. 00�o o cca U m V P.l=18. 12 C) q e, n v r� EXIST. IMP LAJ �? N o V V m j: ao N C�� V o, Qo 0 0 0 5 0 0 o`Fi '�co RIOVEMENTS � ��'o �'�'^ 06, � + o�+06 , o 000 otn� mow: PER TR621 -1 �I W -- 06 +06 --- --------- - - _ --_-- -- - ---- - - ---------- __. _ - - - ^ --- o N ---N -- - -' rid oa - - R=1 69� -- -- ----- - ti w � E,y TR=1.88%_ TR--1.88% PROPOSED TOP o ; o m OF N L Y CURB 00 I O om J C_ J "O = N 04 N O O N , ape, p -p o �^� _ - - . w Pl LAJ o�t- _ - ---- `_------ - -- ---- - R - -------- 8896` - R--0.24% - R=-4 3_E.'d_ R -8.38% w R=0.879 INK_W � PROPOSED FINISHED SURFA eE C CL j I r : , PROFILE HORIZ 1"= 40' ! - VERT 1"= 4' 30+00 31 +00 32+00 33+00 34+00 PLAN 1 n= 40' 35+00 36+00 37+00 SCALE IN FEET 0 40 80 120 160 JOLIET WA Y SEE SHEET 3 \ �� 150 151 152 I 1 I 1 2 3 L 0 T "A '�' 15 a� CONSTRUCTION NOTES DETENTION BASIN ~ Z O1 CONSTRUCT 0.25' A.C. OVER 0.75' A.B. CL.II MAINTAINED BY o I poi Q o I p I RCFCD ' Z N _ (�3 CONSTRUCT TYPE A-8" CURB AND GUTTER PER R/V. CO. STD. N0. 201 .II 96 "' I = W Q I t�5 CONSTRUCT 4" THICK SIDEWALK PER RIV. CO. STD. NO. 400 & 401 v 38' 38' 1 ^ rn v 24" RCP m v;I J + m SEE S.D. PLANS I J I v 8O CONSTRUCT STREET NAME SIGN PER R/V. CO. STD. N0. 816 a. Q 95 0 35' 29 SHT 5 v Q O9 CONSTRUCT CURB INLET CA TCH BASIN PER RI V. CO. STD. NO.300 N S Z 52.15' S2.15' 31.92' ,�3 619 G 3 6 �� fl 31.92' S0.00' S1.20' I 184.76' "W" PER PLAN 14 ADJUST SEWER MANHOLE TO GRADE =R1W — — ��' 9 19�� — — LOT B CONSTRUCT GUTTER DEPRESSION PER RIV. CO. STD. NO. 311 O � 19'1 G91F SAWCUT EXIST PAVEMENT M O ` 18 REMOVE EXIST. PA I/EMENT RECONSTRUCT TO MATCH EXIST. PAVEMENT ` O "15c, 5 56 k� �6 ° `� 0 0.35% 0 0.9 �-EXIST. C&G .� � �' 5 �' . 3 � 5 F1��Q F 1 n �G Qj 00 �1 34+QO 32+00 00 9.1 '14 33+00 3 00 18 37+00 r^ — LAJ LAJ vST 8" SEWER EXIST. 12" WATER TR BNDRY 18 N 14 CHAMBERS AVENUE 32+25. 16 CL INT. =10+00.00 JOLIET WAY JOLIET WA Y CHAMBERS AVENUE DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 'IJD NOTE. SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-66 TRACT NO. 30507 - lP 040040 SHEET No. WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA SHALL NOT COMMENCE UNTIL ANAs�,,� TRANSPORTATION DEPARTMENT RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE Q Q(�E�H MADOLE AND ASSOCIATES INC. ��� OTy F2 A OVED BY: CNOMAS '�<" ' LANC457ER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT. SCHEDULE ENCROACHMENT PERMIT AND/OR A �� P s� ti 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 14 GRADING PERMIT HAS BEEN ISSUED. � l 4t �� POHNT EIO, CA 91761 BLOCK WALL, 2 FT. S/W OF POWER POLE11623732—E, SET A BRASS STREET IMPROVEMENT PLANS JL,wi G Z �� ¢ No, 62183 N DISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK No. 33950 Ex pi 9-30-05 THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expi 06-30-06 * KH D A. HM , P.E. DATE it p it �_` ELEVATION: 1429.249• CHAMBERS AVE (30+00.00 TO 36+ 19.72) 14 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. f Q R E. 3395 06-30-06 �, V-� f OF ——— SHEETS IN 7HE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �q CIV1�- �~ C �� PREPA D BY: A.T. SKEERS DURING THE CONSTRUC770N, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE rFOFCALIFO� A( Lo L4 y� 9TFOF VI FO�� R.C.E. S 62183 SCALE: FOR: w.O. COUNTY 9 7 FOR DETERMINING AN ACCEPTABLE SOLUT70N AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOM ENDE —BOYLE CA LZ DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE NO. FOR APPROVAL BY THE COUNTY DATE EXP. DATE: 9-30-05 H: V: J:\714-1809\streets\stl4.dwa.5/20/2005 4:31:47 PM.MVA I SUN CITY TRACT 30507 .. I LANDSCAPE IMPROVEMENT PLAN RIVERSIDE COUNTY , CALIFORNIA John Laing Homes 255 East Rincon Street, Suite 100 s T E s c A E -5 Landscape 3195-8 Airport Loop Drive (949) 644-9370 Corona! CA 92879-1330 Architecture ostard Mesa, Pol Cus9L626 2782 FAX (714) 210-3140 Rich(909) 272-5123 & Planning to R k— k- III k- 1r. Ik lr5 ur;� GENERAL NOTES: VICINITY MAP SHEET INDEX SUBMITTALS � ETHANAC 1 TITLE SHEET 1 st SUBMITTAL - 07/28/04 The contractor shall be responsible for the clearing of the proposed work area, 2 CONSTRUCTION PLAN 2nd SUBMITTAL - 11/03/04 and relocation costs of existing utilities. Permittee must inform County of construction schedule at least 48 hours prior to begining of construction. 3 CONSTRUCTION PLAN 3rd SUBMITTAL - 12/16/04 Phone: (951 ) 955-6885 � � ` ROUSE RD. 4 CONSTRUCTION PLAN 4th SUBMITTAL - 02/08/05 Q o 0 z 5 IRRIGATION DETAILS The maintenance for these areas will be the responsibility of the Riverside CHAMBERS Q 6 IRRIGATION DETAILS, a. Z County Landscape and Lighting Maintenance District 89-1 —C z AVENUE w NOTES & CALCULATIONS Cc 7 IRRIGATION PLAN z O MCCALL ���' g IRRIGATION PLAN L!J LL B APPROVALS 9 IRRIGATION PLAN oa 10 PLANTING DETAILS, U) W (� NOTES & LEGENDS > T 5 SOUTH R $ 21 VICINITY MAP 11 TREE & GROUNDCOVER PLAN 0) 0 > —3 WEST — -- N.T.S. 12 TREE & GROUNDCOVER PLAN X 11••. IX Z SITE MAP 13 TREE & GROUNDCOVER PLAN D U20 14 SHRUB & VINE PLAN 0 � U 15 SHRUB & VINE PLAN REVISIONS It W SHEETS 2,7,11&14 Z (� W 16 SHRUB & VINE PLAN 0. Q �cJ�T 17 LANDSCAPE SECTIONS 0 � � 18 V oc SPECIFICATIONS Lll -r ~_ J , . F ! 19 SPECIFICATIONS cc IL I a!� i-� 'Il 3,-4 04'�.. [I F»r—.� -i_ � . a„�i�I -11eVi I 1 0101 I 'Z Z-Z vf-�� 1A I-r-11 JOB NO. 03-047 SHEETS 3,8,12&15 R DATEUnderground Service Alert SHEETS 4,9,13&16 7/28/04 Call: TOLL FREE 1 —800 227-2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: 8M# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH Of T R,4 C T l�U. 30507 �.f'.N 0. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR N9 p�A SDP�APFq S T E S C P E S lM. OF MURR/ETA RD AND CHERRY HILLS RD, 204 FT COUNTY OF RIVERSIDE , GRADING PERMIT HAS BEEN ISSUED Qft�FESS/Q APPROVED BY: �, 0 A l F '���D y4��c9 3195-B Airport Loo Drive NORTH OF INT. OF MURR/EM RD AND LANCASTER DR, 0 Tic h �c 2782 os �� - Landscape P 57 FT. N/E COR. OF THE RECTORY, 45 FT. EAST OF P 4 costa Mesa, CA 9�626 SCHEDULE A ' ,�" Architecture (949) 644-9370 MURR/ETA RD, 7 FT. S/E OF THE N/E COR. OF 6 FOOT N0. 33950 KH D A MAN DATE: * * & Planning FAX (714) 210-3140 BLOCK WALL, 2 FT. SAE OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF ,9 SHEETS THE PR/BATE ARCH/TECT S/GN/NG THESE PLANS /S RESPONSIBLE FOR 11623732-E, SET A BRASS DISK IN THE TOP OF * EXP. 06-30-06 * R.C.E 0 Richard Polhamus, ASSURING THE ACCURACY AND ACCEPABIL/TY OF THE DES/ON HEREON. � ��s CONCRETE POST LEVEL WITH THE RI�40 TITLE SHEET /N THE EVENT OF OISCREPANC/ES ARISING AFTER COUNTY APPROVAL OR f �Q' � License 2782 1423.806 DURING CONS7RUCRON, THE PRI04rE ARCHITECT SHALL BE RESPONSIBLE MARK BY DATE APPR. DATE S19� c l v t\- �P - ,9� �_ # A FOR DETERMINING AN ACCEPTABLE SOLUTION AND RE!751NG THE PLANS F OF SAI�FQ 45 -C>5 F Off. ��O PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUN FOR APPROVAL BY THE COUNTY ARCHITECT REVISIONS COUNTY RECOMENDED (B LE ENGINEERING) DATE: CA`" RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT.�N[PA_ JOHN LAING HOMES IFILE No. 03-041 FILE N m o Lf IT F K - - - - - - — - - — -�,— -_— _— _ = PERIMETER WALL `Y Y PA �� MATCHLINE SEE BOTTOM LEFT z DECOMPOSED GRANITE(ALL AREAS) A ` ' I Q 3"Compacted layer of+/- 3/8" 'Palm Springs Gold'stabilized decomposed granite. { -- J Available through: Southwest Boulder&Stone { I A 1b i i I d. (800)540-1147 Q0 SIDEWALK N ! I FINISH GRADE 2"BELOW /CURB&GUTTER ROAD { I I C� ` - - I � - - - - - - - - - - - - - - - - TOP OF SIDEWALK - B .. d 14 G . PA I I I B >---- I I 3"LAYER OF COMPACTED ;a . DECOMPOSED GRANITE ! ' ' --� �� �� ! I DECOMPOSED GRANITE INSTALLATION PERIMETE WALL � , I Q� Q • I I PER C.E. F CE &WALL I I I i { z PLANS ; I I Q (TYPICAL) . PA I I n o I CONSTRUCTION NOTES o I I I , { I PA I N { 1. Contractor to verify site conditions prior to beginning construction. Discrepancies shall be brought to the attention of the owners representative. Concrete shall have a compressive strength of 2500 PSI in 28 days.Uses of admixture \ { { shall be approved prior to construction and shall be in accordance with the ACI 301. Concrete 3 2, 18' I _ \ ` I — 2. See grading plans for vertical control. that has been pretempered by water or cement after concrete has partially hardened,is not 3 2' 18' ! _ I 3. Contractor shall be responsible for making himself familiar with all underground utilities,pipes and acceptable. Concrete shall never be covered with sheeting of any kind. Periodic tests of compressive structures. Contractor shall take sole responsibility for cost incurred due to damage and replacement strength of concrete shall be made in accordance with ACI 301 to verify that it meets design { I I { of said utilities. requirements. Concrete shall be poured continuously,where possible and thoroughly consolidated O R.�. W. ® { 3 4. Contractor shall not willfully proceed with construction as designed when it is obvious that unknown by mechanical vibration or other methods in accordance with ACI 301.All finishing shall be in O I I I I R.0t W. ",i obstructions and/or grade differences exist that may not have been known during design. Such accordance with ACI 301. I12 PA I conditions shall be immediately brought to the attention of the Landscape Architect. The Contractor „ 9.All walks shall be 3 1/2 thick concrete with a medium broom finish. Install expansion joints at I I shall assume full responsibility for all revisions due to a failure to give such notification. , 12 o.c. and at corners; scorelines at 6 o.c. or as shown of plans and in accordance with all local codes. 5. Contractor shall be responsible for any coordinating with other sub-contractors as required to 10. Contractor shall coordinate irrigation and lighting sleeve locations under paved areas as required. CONCRETE PAVING I { I Q I /" accomplish construction operations. Refer to appropriate plans. HORIZONT & J I I '4,° ,"" 6. Concrete surfaces shall be formed with long,smooth gradients to reduce dips, abrupt changes and VERTICAL CONTROL PER I � sharp transitions. 11. If in the field, scaled dimensions conflict with stated grades, and/or elevations,the design elevation PA I shall take precedence. C.E. PLANS (TYP.) I PA I { 7.All curvilinear walks,curbs,headerboards and walls shall have a continuous smooth curve where I ( 12. Prior to placing concrete the Contractor shall sufficiently moisten the subgrade and provide subgrade C I { ,-" applicable.All forms must be inspected and approved prior to beginning that phase of the work. ' •.:• ,•:• �� I {� > 1 preparation per a soils report. t' h '1 _ I 8.All concrete flatwork to be 3 1/2 minimum thickness and located as shown. Concrete will be - - - - - — - - — - - — - - — - - — - - — - - — �' ' I 13.Verify with the project Soil and/or Structural Engineer for the need for steel reinforcing,base material, B I i of a 5 sack mix and maximum water/cement ratio shall be in accordance with ACI 301 and etc. for all hardscape paving,wall footings,etc. ACI 318.Maximum slump shall not exceed 4 inches for normal weight concrete if consolidation _ I is by vibration. A slump not exceeding 5 inches is permitted if consolidation is by other means. 14.For masonry and wood construction notes,if any,refer to separate list of requirements within this I I Ii package. 8 BOULDER A I { I L-10 INSTALLATION ... o I i II I z + PA ! I I V III lls PA Ak Q A I ' I 116 \ C I - � PA 0. + — 118 119 1 120 — — — B PA = - - - - - � - - —R.O. W. - - — — _ - - \ ' ,.. - - - - - - - - - - - - - - _ - — - - — - - — - - — - - _ - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - - - - - -_- - - - - - - - - - - - - - - - - - - - - - - �i - - — Y— - - - - - - Y Y - - - - - - - - - - - - -- - - - - - - —7-- Y - - - - ' B PA �s ' L�' — — —i n — PA PA 1 - - - - - - - - - - - - - J -1_ - - - _ - - - - - - - - -� 1- - - -- - - -� � - _- - - _ '�V RA pA ' , a FDA T� I C CO B c c Q 8 BOULDER CONCRETE PAVING 10 00 1+0 1 L-10 INSTALLATION HORIZONTAL & ' 1 _ _ VERTICAL CONTROL PER 1 CON E HEADER 1 �-1- PERIMETER WALL C.E. PLANS (TYP.) - DECOMPOSED GRANITE l L-10 (TYP.) PER C.E. FENCE &WALL CHAMBERS A VENUE L-2 INSTALLATION(TYP.) - v PLANS ' 0 0+00 11+00 12+00 13+00 14+00 Q"I I _ o+ - - }- - - - - - - -� - - � - - � - - - - � 1 O Underground Service Alert Call: TOLL FREE SCALE 1"-20' _ _ - 1 —8 0 0 227-2600 MAT IN _ E TOP RI SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH IN SUN CITY 0.4 AKU NORTH Of T R,4 C T N O. 50507 �.P.N 0. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR QFES$/� APPROVED BY: ��0%DSG4At ' ' ' INT OF MURRIETA RD AND CHERRY HILLS RD, 204 fT COUNTY OF RIVERSIDE 2 GRADING PERMIT HAS BEEN ISSUED ��QR Nq� ��a It, r, P o t H' 4,pc S 1 T E S C A P 3195-B Airport pp E S NORM OF INT OF MURRIETA RD AND LANCASTER DR, FA A OT F�iC/ �`� �� 2782 �Gs'yiJ, Landscape Cosa Mesa, CA 926261Y8 57 FT N/E COI. OF 771E RECTORY, 45 FT EAST OF SCHEDULE A �i W `'� 'k•� Architecture MURRIETA RO, 7 FT. S/E OF 7HE N/E COR. OF 6 FOOT fa (949) 210-3140 BLOCK WALL, 2 FT. S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN of 19 SHEETS THE PAWATEARCH/TECT S/GN/NG 7Hf51-PLANS /S RESPONSIBLE FOR N0. 33950 KH D HMAN DATE: * * & Planning FAX (714) 210-3140 11623732-E, SET A BRASS DISK IN THE TOP OF it EXP. 06-30-06 * R.C.E 3 0 0 Richard Polhamus, CONSTRUCTION PLAN ASSU/?/A/G THE ACCUR4CY AND ACCEPAB/L/TY OF THE DESIGN HEREON CONCRETE POST LEVEL WITH THE RLIAD IN THE EYFNT OF ZYSCREPANC/ES ARISING AFTER COUNTY APPROVL OR �j► Q � 3r ah � License # 2782 ELEVATION: 1423.806' DURING CONSTRUCTION, THE PRIVATE ARCH/TECT S/i4LL BE RESPONSIBLE MARK BY DATE APPR. DATE J19T C 1 V J\" \Q' T p �� FOR DETERWINING AN ACCEPTABLE SOLUTION AND REI/ISING THE PLANS F�F CA��� /� ( '" F OF ��� PREPARED BY: R.L.A. NO.: SCALE: FOR: ARCHITECTS COUN FOR APPROVAL BY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDED (B E ENGINEERING) DATE: CA,' RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N/A JOHN LAING HOMES [FILE No. 03-047 FILE N 7tw d� NVId INV Id -V NV71d C� CIA 7�L 121 122 125 124 5 126 Z (f5 129 130 131 132 �\51 1P ro Ir 0. W. CP ;y —1,--/7- 7-- --K- -7\—1— — — — — — — — — — — — -- "Z7 -7- - — — — — — — — — — — — — — — — — — — -- ',:-/7 7-- — — — — — — — — — — — — — --- -7- — — — — — — — — 7- 77 --7 - - - - I L ylly Y�ly yl-y yly yl-y yl-y yl-y yl-y yly y"y yl-y yl-y FDA !N`i! i--s� RA FDA 1�1 PA FDA - - - - - - - - - -- =1 L- - - - - - A PA 4PB lb %*o C C A A C 7A B �3 A B4 40 BqP U�c B C 0 7 77: K-8�'�BOULDER PERIMETER WALL INSTALLATION (TYP.) PER C.E. FENCE & WALL CONCRETE PAVING I�10 PLANS HORIZONTAL & DECOMPOSED GRANITE M4 VERTICAL CONTROL PER CHAMBERS A VENUE \.'�-2 INSTALLATION (TYP.) 15+00 C.E. PLANS (TYP.) 16+00 17+00 18+00 19+00 20-1-00 U BOULDER SCHEDULE KEY DESCRIPTION T- t PALM SPRINGS GOLD 27 CU. FT. SIZE 21 00 G)= — BY SOUTHWEST BOULDER AND LANE STONE (800) 570-7333 j PALM SPRINGS GOLD 15 CU. FT. SIZE BY SOUTHWEST BOULDER AND ........... STONE (800) 570-7333 PALM SPRINGS GOLD 5 CU. FT. SIZE BY SOUTHWEST BOULDER AND STONE (800) 570-7333 NOTES: ................. ALL BOULDERS TO BE SELECTED BY THE LANDSCAPE ARCHITECT. REFER TO DETAIL THIS SHEET FOR INSTALLATION INFORMATION. Q) 9-j V 114 V iv L NV71d L NV`lcJ �Jt NV-1d NV-1d r\ -1d -�) : (_ r —— �:12 NV­1d 1, NV71d I I L �12 NV Q w 1.4 PAS ! ! 141 142 140 C 1I 137 133 134 3 �'" V0. W. 0. T r ZL�11- - X /y� A A IIW7—- 77 -7 — — — — — — — — 7- 7;Z --7 7K -7 — — — — — — — — — — -- -- - — — — — — — — — --4Z-/7- -7- 7-- yly yly PA yl-y Y�-y yl-ypA yl-y yl-y YI-Y Y--y y"y PA PA J-- 'N\0 C FDA C- CC- B PA A- B 4b ICA A PERIMETER WALL 8 BOULDER 4 CN I CONCRETE CONCRETE PAVING NDECOMPOSED GRANITE PER C.E. FENCE &WALL L-10 INSTALLATION (TYP.) HEADER(TYP.) HORIZONTAL & Q-2 PLANS CHAMBERS A VENUE VERTICAL CONTROL PER ,)INSTALLATION(TYP.) 21*00 22+00 23+00 Q) 24+00 254-00 Q) C.E. PLANS (TYP.) 26+00 N'f V w Underground Service Alert ..................... Call: TOLL FREE SCALE 1"=20' L: 5 1 . 0MI99. -j Wei 1 -800 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 TRACT No. 30507 I. P.NO. 040040 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR TRANSPORTATION DEPARTMENT 0"SC0 AT rA 7HOUC CHURCH IN SUN CITY 0.4 MILES NORTH Of �VE S1 APPROVED BY: INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 ff. GRADING PERMIT HAS BEEN ISSUED aw; ,� I I r E C A P NORTH OF INT. OF MURRIETA RD AND LANCASTER DR, COUNTY OF RIVERSIDE .3 A O,�, Landscape 3195-13 Airport L Drive 57 FT NIE COR, OF THE RECTORY, 45 FT EAST OF NIV 278 e% Costa Mesa, CA a9ff626 SCHED ULE A *00'/1& Architecture MURRIETA RO, 7 fT SA OF THE NIE COR. OF 6 FOOT (949) 644-9370 r'l- ;;:u BLOCK WALL, 2 FT SIE OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF 1,9 SHEETS NO. 33950 OT N DATE: & Planning FAX (714) 210-3140 L--Jt I I -NNW B A /W,-PRIV47F AWC1117,N0,r 510NINO THESE PLANS IS RESPONSIBLE FOR EXP. 06-30-06 C 3 11623732-E, SET A BRASS DISK N THE TOP OF ASSURING /W,-ACCURACY AND ACCERA81Z17r OF 7h'f-61F5119N hERZ-61M. Richard Polhamus, CONCREIE POST LLWL M7H THE RG4D CONSTRUCTION PLAN IN THE EWNT 6F,6YS0RZP-A4V1ES ARISING AFTER COUNTY APPROOAL OR License # 2782 ELEVATION: 142J.806' ,0VAVN19 6bWS7RZC7AW, rl-IF FAWAIE AR01-11IF07 Sli4LL bLIF AYS-FONSIMIF MARK BY DATE APPR. DATE "r Cfvi\. �o^ WE am 2782 FOR a-7fROININi9 AN ACCEPTABLE soulgaV AND ff WSIA49 THE PLANS 0jr rc PREPARED BY: R.L.A. NO.: SCALE: FOR: JARCHITECTS COUNTYd" FOR ARPR00AL 8.y THE C0t1#7Y ARCHITECT REVISIONS COUNTY RECOMENDEC� (BOYkj ENGINEERING) DATE: RP, MM, RD. BE DATE: 10/19/04 HORIZ.As SHOWN VERT. NLA JOHN LAING HOMES FILE No. 03-047 FILE No I d N V1 d I _ W F I 146149 wIl I I I IAl� E I IH i 00 i i� V ea i d/ y : q,�J � V i ✓ CI- i {�� 151 C re R.O. W. y-k W- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — Y Y Y�Y Yl Y PA Yl_Y Y-Y P Y�..Y Y�..Y PA Yl..�.Y Y�Y I W PA A PA W t BAft- B i • 4r B ' c B PA 00 C PA PA UI Iu 8 BOULDER - DECOMPOSED GRANITE CONCRETE PAVING _ PERIMETER WALL L-10 INSTALLATION (TYP.)CHA MBERS A ���U� L-2 INSTALLATION (TYP.) HORIZONTAL &PER C.E. FENCE & WALL VERTICAL CONTROL PER 27+00 PLANS 28+00 29+00 30+00 C.E. PLANS (TYP.) 31+00 j 30 00 31 00 I 32 00 — o � i � NE- OF WO K .�� 11+00 ....................... 1 1 E �................... .. .. .................... i I I - - - I I ' II I 1 ) �>- - -o — - - ls� LJ E i Cicd0) 1. N`d1d I o I. NV1d I I Cid0) � N d 1 d ilk d� Nd1d , I >- — — — — — >- - - - - - - E..., i F I E II I I I \ \ i - W I II \ 152 ,� PA , ♦ I ICI \ A / \ ♦ I 1-1 C' I Ql� 0. W - - \-1 \ i , Y _ — `� —T — Y A A Y� Y PA Y Y YeY PA YY — _Y_ �_ — PA ' ! ` '� _- - - - - - _ — _ _- - - - _i_1 i- - - - - _ — — — . . cJ B PA B PA f �� PA r [�. PA 1 ®C 00 8 BOULDER - DECOMPOSED GRANITE L-10 INSTALLATION (TYP.) L-2 INSTALLATION (TYP.) C\I c\l I CONCRETE HEADER CHAMBERS A '/FN , E PERIMETER WALL !� V PER C.E. FENCE & WALL L-I (TYP.) 32+00 0 33+00 34+00 35+00 PLANS 36+00 0 — — � — o CONCRETE PAVING— — — — — — — — � — — — — i — — + — HORIZONTAL & 36+19. 72 VERTICAL CONTROL PER C.E. PLANS (TYP.) _._.. t _ - g • x Underground Service Alert F �E. p E - I.. o Call: TOLL FREE SCALE i R _ ,� -8 0 0 1"_20' - � � - r -- - - :_ m - _- "ffi 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BMA T-600-28-68 SHEET No. COMMENNOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH 1N SUN CITY 0.4 MILES NORTH TRACT N O. 30507 �.P.l�l0. 040040 GRADINGCPERMITL AS BEEN ISS AN UED PERMIT AND/OR OQ�OFESS/�N� APPROVED BY: ��E��p ��p l�pf�,p S 1 T E S C P S NORTH 0 U OF MURR/ETACHANOILANG4STER DRY q �, CO UNITY OF RIVERSIDE 4 �.e0 A. Or F'/c ��' °� 2782 ��' yiJ, - Landscape 3195-B Airport Loop Drive 57 FT. N/E COR. OF THE RECTORY, 45 FT. DIST OF SCHEDULE A �P ti W n 1 Costa Mesa, CA 92626 7 FT S/E OF THE N/E COR. OF 6 FOOT cp �f` Q � � , J Architecture MURRIETA RD, (949) 644-9370 BLOCK WALL, 2 FT. SAE OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF 19 SHEETS 3r- NO. 33950 KHA A. OT RN DATE: * & Planning FAX (714) 210-3140 THE PR/iii4TE ARCH/TECT S/GN/NG THESE PG4NS /S RESPONSIBLE FOR 11623732-E, SET A BRASS DISK !N THE TOP OF ASSURING THE ACCURACY AND ACCE-PAB/L/7Y OF THE DESIGN HEREON. * EXP. 06-30-06 * R.C.E. 9 IN THE,6WNT OF DISCREPANCIES ARISING AFTER COUN7YAPPR00W OR 3-I C' Richard Polhamus, CONCRETE POST LEVEL WITH THE RQ40 CONSTRUCTION PLAN J'� �� �Q' License # 2782 ELEVATION: 1423.806' OUR/NC CDNS7RUCT/ON, THE PR/DATE ARCH/TECT SHALL BE RESPONSIBLE MARK BY DATE APPR. DATE lf�I ClV�t ��F 9J. FOR DETERW WINING AN ACCEPTABLE SOLUTION AN, REWSING' THE PLANS OF CA��FO� S-OT" F �� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUNTY FOR APP/ROI1AL BY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDED (BO ENGINEERING) DATE: - of CA`'\ RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JOHN LmNG HOMES FILE No. 03-047 FILE No. F — - — FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREA FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FINISHED GRADE IN TURF AREAS 6"PLASTIC ROUND VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER,USE STAINLESS BOLT,NUT,AND WASHER. COVER,USE STAINLESS BOLT,NUT,AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER,USE STAINLESS BOLT,NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE HEAT BRAND'FV"ONTO LID.SEE LEGEND FOR COVER,USE STAINLESS BOLT,NUT,AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"BV"ONTO LID. PLASTIC ROUND VALVE BOX WITH BOLT DOWN SPECIFICATION TYPE. LOW VOLTAGE WIRES,3 MAXIMUM BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND"MCV"ONTO LID. COVER,USE STAINLESS BOLT,NUT,AND WASHER. AUTOMATIC FLUSH VALVE W/THREADED BASE EDGE. HEAT BRAND"PB"ONTO LID. BALL VALVE,SEE LEGEND FOR SPECIFICATION HEAT BRAND"GV"ONTO LID. OUTER CASE OF CONNECTOR MASTER CONTROL VALVE,SEE LEGEND FOR SPEC. SEE LEGEND FOR SPECIFICATION TYPE AND SIZE. SEAL CONDUIT ENDS WITH AQUASEAL WATERPROOF ELECTRICAL CONNECTIONS � 1112" 11/2' �►— FINISHED GRADE 11l2' 3" _� 1112' FINISHED GRADE -) ( III- _ _ _ _ _ IN SHRUB AREAS )I I-III-1 _ IN SHRUB AREAS III III= FINISHED GRADE _ _ - - �-FINISHED GRADE IN SHRUB AREA III - �— FINISHED GRADE (I-III_—I 4 _ _ IN SHRUB AREAS _ - - _ _ _ =III=III WIRE CONNECTORS -III-III 4" I-i -1 I III-1 (-I lit 1 2"MIN. - i I I-I I I=1 _ _ IN SHRUB AREAS I 11 I-11 I 2 I_=1 I I II III-III I_=1 1=1 I I -I I I I I I 1=)11=1 I =III— I I -III 1 I I=III= III-III-. III-III= I I I-III-r-NATIVE OR AMENDED SOILIII-II- -i I I—I I VALVE ID TAGS =III- 6"PVC CL 160 PIPE e B e PVC SCH 80 FEMALE P a P P PRESSURE SUPPLY LINE I = I = ADAPTER,2 REQUIRED DEPTH AS PER SPECS. 4" FLANGED END GATE PVC LATERAL LINE PIPE LOW VOLTAGE CONTROL 2' 2, VALVE W(2"SQUARE WIRE COIL,24"MINIMUM o PVC MAINLINE TO RCV'S o • AWWA OPERATING NUT 00,0 e Q ° SCH 80 PVC COUPLING o SEE LEGEND FOR SPECS. b ° 0 (/ AND T.O.E.NIPPLES ° ° 3l4"ROCK,3 CUBIC FT BRICK SUPPORTS ��faY ° • d o 0 •8 BRICK SUPPORTS 4 REQ PER BOX BRICK SUPPORTS �9•0• 4 STRIP AND TWIST WIRES FOR PROPER }� 3 REQ.PER BOX o a O •o o CONNECTION •Qyo (/�' (� .° p• 4 REQ.PER BOX d•4o� ob � o ° BRICK SUPPORT ,,••�� BRASS UNION SCH 80 PVC UNION p• p•� o °p �4•0 .V✓oPbG BRASS NIPPLE,TYPICAL SCH BO PVC NIPPLES SCH 80 PVC FLANGES °��. 0• • °A BRICK SUPPORTS • • g.°� b COPPER SLEEVE CRIMP INSTALLED 4 REQUIRED PER BOX LANDSCAPE FABRIC,WRAP SOLVENT WELD OR •!?o !o �,o o o t�- WITH RECOMMENDED TOOL LANDSCAPE FABRIC,WRAP o. %��-' UP AND OVER BOX HOLES UP AND OVER BOX HOLES PUSH-ON TYPED oY�o 0 0• LATERAL X 1/2"SCH 80 CONDUIT • q•0• S$T PVC ELL INNER CASE OF CONNECTOR 3/4"ROCK,3 CUBIC FT. SECTION VIEW-N.T.S. PRESSURE SUPPLY LINE ,'o • B' •0' o b LANDSCAPE FABRIC,WRAP 3/4"ROCK,3 CUBIC FT. �— UP AND OVER BOX HOLES CONTROL WIRES IN CONDUIT USE TWO PVC 45 ELLS FROM FLOW SENSOR ON EA.SIDE TO ACHIEVE BRASS MAINLINE PIPE AND o PROPER MAINLINE DEPTH SECTION VIEW-N.T.S. FITTINGS FROM BACKFLOW B PRESSURE SUPPLY LINE •• o.o• LANDSCAPE FABRIC,WRAP LANDSCAPE FABRIC 3l4"ROCK,3 CUBIC FT ROCK,1 CUBIC FOOT PER SPECS. NOTE: VALVE BOX UP AND OVER BOX HOLES SECTION VIEW-N.T.S. CONCRETE SUPPORT NOTE: INSTALL CONTROL VALVES A MINIMUM OF 18"APART IN SHRUB AREAS BALL VALVE POURED UNDER VALVE SECTION VIEW-N.T.S. UNLESS OTHERWISE NOTED. SECTION VIEW-N.T.S. 12'x 12"x 4" FILL INNER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UPSTREAM SIDE OF PLAN VIEW-N.T.S. THE MASTER VALVE ASSEMBLY. NOTE: ALL WIRE ROUTED BETWEEN CONTROLLER AND REMOTE CONTROL VALVES BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE NOTE: NOTE: SHALL BE A CONTINUOUS RUN WITH NO WIRE SPLICES. NOTE: EQUIPMENT SHALL BE INSTALLED SUCH THAT THERE IS NO LEVERAGE OR STRESS INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE,INSTALL VALVE OFF-CENTER IN BOX. CONTRACTOR TO PROVIDE ONE 5 FOOT LONG TEE WRENCH WITH SQUARE NUT ALL CONTROL WIRE SPLICES SHALL BE INSTALLED INSIDE PULL BOXES. ON THE VALVE ASSEMBLY. PIPE SHALL NOT COME INTO CONTACT WITH VALVE BOX. ADAPTER FOR THE OPERATION OF GATE VALVES. USE TEFLON TAPE ON ALL PVC TO PVC THREADED RISER FITTINGS. WIRE SPLICES SHALL ONLY OCCUR AT THE REMOTE CONTROL VALVE. ALL SPLICES SHALL BE MADE USING WATERPROOF ELECTRICAL CONNECTORS. EA USE A NON-HARDENING TEFLON PIPE SLANT ON ALL THREADED CONNECTIONS. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. c co ri ht 1999 Sweeney t this eene Associates,' h 1999 eene $Associates Inc.-The pictorial and graphic expressions displayed with this - is expressions displayed wl h his $ Inc.©copyng t Sweeney p gr phi zpressio ©copyright 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney$Associates,Inc. The pictorial and graph pO PY 9 Ync. The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this c co yri lit 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this h I f United n r work are copyrighted un er the O P g Y P 9 Ph P work are copyrighted under t e laws o the U tact States,and shall be used only on projects under the work are copyrighted under the Taws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects untie thed laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used onlyon projects under the jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. P t 1 9 cY � j 9 Y � 1 9 cY � 9e Y jurisdiction of the agency listed below. jurisdiction of the agency listed below. RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE MASTER CONTROL SID017 BALL VALVE SID018 GATE VALVE SID019 AUTOMATIC FLUSH VALVE SID013 WIRE CONNECTOR SID041 CONTROL WIRE SID042: VALVE 2" AND SMALLER 2 1/2" AND LARGER INSTALLED IN BOX PULL BOX FINISH GRADE FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS FINISHED GRADE IN TURF AREAS CONIC.PAD 4"THICK STAINLESS STEEL CONTROLLER,ENCLOSURE PLASTIC ROUND VALVE BOX WITH BOLT DOWN FEBCO 825-YA REDUCED PRESSURE PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN FLIP TOP LID,SHOWN AND ALL OF THE REQUIRED COVER,USE STAINLESS BOLT NUT AND WASHER. PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN BACKFLOW DEVICE,COVER ASSEMBLY COVER,USE STAINLESS BOLT,NUT,AND WASHER. IN OPEN POSITION COMPONENTS SHALL BE WITH A PBR16-1946"POLAR BEARER' BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE PART OF A PRE-ASSEMBLED HEAT BRAND'QCV"ONTO LID. COVER,USE STAINLESS BOLT,NUT,AND WASHER. COVER,USE STAINLESS BOLT,NUT,AND WASHER. VANDAL PROOF BACKFLOW DEVICE EDGE. HEAT BRAND"PRV"ONTO LID. CONTROLLER ASSEMBLY BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE ENCLOSURE CONTROLLER � EDGE. HEAT BRAND"ARV"ONTO LID. EDGE. HEAT BRAND"PR"ONTO LID. I BRASS NIPPLES MIN.4'TYP. QUICK COUPLER KEY WITH MALE HOSE BIB PRESSURE RELIEF VALVE,SET VALVE DISCHARGE 5 REQUIRED FOR ASSEMBLY PRESSURE REGULATOR,SEE LEGEND FOR SPECIFICATION CALSENSE TP-110 DUAL HYDRAULIC PISTONS CONNECTION AS SHOWN. AIR RELEASE VALVE WJ BRASS NIPPLE AND I SURGE ARRESTOR SUPPORT LID OPEN BRASS RETURN BEND ON DISCHARGE PORT PRESSURE AS NOTED ON THE IRRIGATION PLANS CONTROLLER,ENCLOSURE BRASS UNION 11/2" FINISHED GRADE STAINLESS STEEL DIMENSIONS WHEN CLOSED: � 3" � 11/2' • • BRONZE WYE STRAINER = __ __ IN SHRUB AREAS 1fi"WIDE TOP-ENTRY 38"H x 16"W x 15.5"D -1 I 1=III= _ - - FINISHED GRADE =III III- �— FINISHED GRADE -1 I 1=III= _ - - FINISHED GRADE I I-) I-1 CONTROLLER ENCLOSURE - -_ IN SHRUB AREAS 2" _ _ = IN SHRUB AREAS 3" - - -_ IN SHRUB AREAS BRASS FLOW SENSOR =III=III 1=III=III NEMA 3R RAINPROOF RATED CALSENSE TP-1 TRANSIENT III-III- 4"MIN. III-III=I III-III-1 i RISER LENGTH UPSTREAM OF FLOW i I-III= - - BRASS NIPPLE TYP. (REMOVABLE FRONT PANEL i® PROTECTION BOARD -I I I-1 I 1 I-III-III -1 (-III - I-III-III: -III-III I-)I I-III: _ SENSOR SHALL BE A MINIMUM NOT SHOWN) -III=1 I III-III: OF 10 PIPE DIAMETERS V ` I I=III- POWER SWITCH TERMINAL BLOCK FOR -III-I o -III-111 -III=1 -I I I-I I I -I 11-1 I -1 1 1-I I I _ ' • _ _ RISER LENGTH DOWNSTREAM OF s 2=4 a B AND RECEPTACLE COMMUNICATION CABLE I I=) 1= I I=1 1= I I=)11= i STAINLESS STEEL U.L. QUICK COUPLER VALVE 314"BRONZE BALL VALVE 3/4"BRONZE BALL VALVE � - - - FLOW SENSOR SHALL BE A MIN. TERMINAL STRIP , . . SEE LEGEND FOR SPEC. - 1 OF 5 PIPE DIAMETERS LISTED,PREDRILLED, 3/4"BRASS NIPPLE,2 3/4"BRASS NIPPLE,2 2" FOR VALVE WIRES REMOVABLE BACKBOARD STAINLESS STEEL CLAMP REQ.,LENGTH AS REQ. REQ.,LENGTH AS REQ. • • BRASS MAINLINE PIPE G o BRASS PIPING TO MASTER -� 3/4'ROCK,3 CUBIC FT. BRONZE PRESSURE REGULATOR •�• o VALVE FINISHED - - PREFORMED ALUMINIUM PAD � � o 0 314"ROCK,3 CUBIC FT. o AND MASTER CONTROL VALVE o °. ' GRADE - STRONGBOX QUICKPAD o o. o o BRICK SUPPORTS �9 0 (•�A�ov� o BRICK SUPPORTS BRICK SUPPORTS FILL BASE OF - - - ENCLOSURE MOUNTING PAD o C� • C b 9 4 REQ PER BOX BRASS ELLS,2 REQUIRED Q I- 6• o G 9 4 REQ.PER BOX o•D b ` d 'd 4 REQ.PER BOX QUICKPAD WITH o BRICK SUPPORTS •� 8 • . �= WITH PREFORMED ALUMINIUM 00• • • gyo4'� 0 • WIRES FROM MASTER CONTROL PEA GRAVEL TO PAD,PLASTIC BASE AND ALL a o QP • •�o� •• • • a LANDSCAPE FABRIC,WRAP • ' ° iO LANDSCAPE FABRIC,WRAP VALVE INSIDE A 1'SCH 40 PVC BRASS UNION TOP OF BASE UNIT I STAINLESS STEEL HARDWARE PRE-ASSEMBLED SWING SWEEP AND CONDUIT JOINT WITH ONE PIECE UP AND OVER BOX HOLES UP AND OVER BOX HOLES APPROVED WATER-PROOF WIRE 3/4"ROCK,3 CUBIC FT. COMPACTED 1 1/4"PVC CONDUIT FOR BRASS MIPT NIPPLE 3/4'PVC SUBMAIN SITE SOIL COMMUNICATION CABLE PVC MAINLINE FROM MASTER MAINLINE CONNECTIONS,2 REQUIRED TO OTHER CONTROLLERS WIRES FROM MASTER CONTROL LANDSCAPE FABRIC,WRAP SCH.80 PVC COUPLING UP AND OVER BOX HOLES 3"PVC CONDUIT FOR MAINLINE,SEE SPECS. SCH 80 PVC ���� VALVE AND FLOW SENSOR TO CONTROL WIRES TO VALVES MAINLINE FITTING SCH.80 PVC T.O.E.NIPPLE SECTION VIEW-N.T.S. CONTROLLER INSIDE A 1"SCH PVC SCH 80 T.O.E. 5/8"'DIA.x 6'COPPER #4 x 36"REBAR STAKES, APPROVED TIE ROD 40 PVC SWEEP AND CONDUIT NIPPLE,3"MIN.,2 REQ. GROUND ROD W/#10 GROUND 2 REQUIRED MIN.518"DIAMETER 3!4"BRASS THD.COUPLING BRASS MAINLINE PIPE FROM BRASS PIPING AND FITTING WIRE AND CLAMP LANDSCAPE FABRIC CONCRETE THRUST BLOCK 314"BRASS NIPPLE MIN.1 CUBIC FOOT SECTION VIEW-N.T.S.WATER METER AND BALL TYPE SECTION VIEW-N.T.S. FROM BACK FLOW PREVENTER 1"PVC CONDUIT/SWEEP 3/4"ROCK,2 CUBIC FT. SECTION VIEW-N.T.S. 3/4"BRASS THD.ELL NOTE: SHUT OFF VALVE OR BASKET STRAINER FOR FLOW SENSOR/MCV WIRES SECTION VIEW-N.T.S. ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE 1"PVC CONDUIT/SWEEP SHALL BE BRASS THREADED PIPE AND BRASS THREADED FITTINGS FOR ET GAGE WIRES NOTE: NOTE: SENSOR WIRES AND CONDUIT SHALL BE INSTALLED 18"BELOW FINISHED GRADE NOTE: V PVC CONDUIT/SWEEP NOTE: INSTALL AIR RELEASE VALVE AT THE HIGH POINT OF THE IRRIGATION MAINLINE. INSTALL PRESSURE RELIEF VALVE ON THE IRRIGATION MAINLINE AS SHOWN ON SEAL CONDUIT END AT BACKFLOW DEVICE WITH AQUASEAL VAPOR WRAP INSTALL CONTROL VALVES A MINIMUM OF 18"APART IN SHRUB AREAS FOR TELEPHONE LINE USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. THE IRRIGATION DRAWINGS. USE 3/4"SUBMAIN FROM IRRIGATION MAINLINE UNLESS OTHERWISE NOTED. MAINLINE SLOPE SHOWN EXAGGERATED FOR CLARITY,PVC FITTING DEFLECTION INSTALL AN R16"POLAR BEARER"INSULTING COVER OVER THE ENTIRE BACKFLOW ASSEMBLY, 1 114"PVC CONDUIT/SWEEP SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS. TO ACTUAL PRESSURE RELIEF VALVE LOCATION. THE"POLAR BEARIER"MUST HAVE THE CSA LOGO DISPLAYED ON THE COVER USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF FOR ELECTRICAL SERVICE QUICK COUPLER KEY MUST CLEAR VALVE BOX, THE PRESSURE REGULATOR ASSEMBLY, co ri t 1999 Sweeney - expressions displayedwith this displayed with this c h eene $Associates, ©copyright 1999 Sweeney$Associates,Inc. The pictorial and graphic express) ©copyright 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney 8 Associates,Inc.-The pictorial and graphic expressions display O PY 9 y Ass elates,Inc.-The pictorial and graphic expressions displayed with this ©cop ri lit 1999 Sweeney 8 Associates,Inc.-The pictorial and graphic expressions displayed with this (t)copyright 1999 Sweene &Associate Inc.Y 9 Y p g p p play Y s, U The pictorial and graphic expressions displayed with this work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the Taws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used onlyon projects under the work are copyrighted under the laws of the United States and shall be used only on jurisdiction of the n listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agent listed below. P / y projects under the 1 agency � 1 a9 Y 1 9 cY � Y � jurisdiction of the agency listed below. jurisdiction of the agency listed below. RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVESIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALET'i RIVERSIDE CSA NO SCALE BACKFLOW PREVENTER SID025 PRESSURE REGULATOR SID029 IRRIGATION CONTROLLER SID030 QUICK COUPLER VALVE SID021 AIR RELEASE SID022 PRESSURE RELIEF SID022I WITH FLOW SENSOR EXTERIOR INSTALLATION IN VALVE BOX VALVE VALVE PAVING OR D.G.PATH GALV STEEL COUPLING BACKFILL TRENCH FINISH GRADE PIPE SUPPORT SAND BACKFILL COMPACTED PER SPECIFICATIONS _ -y11 SLOPE VARIES GALV.STEEL GALV STEEL MAINLINE =III D A• B C •I-III=� TO THE DENSITY OF = 1= 111 I—I_ ( = i - I I-) PIPE FLUSH TO GRADE PIPE SIDEWALK,CURB,ETC. FINISH GRADE -III—III III III EXISTING SOIL r CONCRETE THRUST IL -III _ _ _ II-I BLOCK,TYPICAL �. \ -pt4 REBAR J-HOOK UNDISTURBED SOIL =I ( _ 120 VOLT ELECTRICAL COPPER MALE ADAPTER III III D A B C III-III CLEAN COMPACTED BACKFILL )�! \/�\ 71FT ON CENTER _ _ _ = FINISHED GRADE CONCRETE METER BOX = I(_: I=III I -III=III III-III_ IN SCH L SLEEVE I-i - - - = LATERAL LINES —\ T= MAINLINE PIPE � - - ��� GALV.STEEL 18• 90 ELBOWS W/ III-III 11 �� �� I 1 III II= . IN SCH 40 SLEEVE - � �- !' WATER METER III=)I I i I-I 1 I_ 120 VOLT ELECTRICAL - - _ _ - l 4"LONG GALV. I =III=III . III- -1 1 I 1 1 1=1 1 1- I IN SCH.40 CONDUIT ( III— (I-f- UNDISTURBED SOIL -Fi i= —III 1-III-I = =1 I-1 -11I STEEL NIPPLE #4 REBAR J-HOOK PLASTIC VALVE BOX LATERAL LINES,SEE SPECS. -III _ CONTROL WIRES -III FINISH GRADE,SLOPE VARIES DOWN DRAIN PIPE SUPPORT,TWO III-III. III-I I h III-III III-) I IN SCH 40 SLEEVE I UNDISTURBED SOIL yiI I GALVANIZED STEEL MAINLINE REQUIRED AND 7FT ON _ CLEAN SAND BACKFILL1117 11- r' GALV.STEEL MAINLINE TYPICAL CROSSING DOWN DRAIN CENTER ALONG LENGTH i-I I r PRESSURE MAINLINE -)I I PRESSURE MAINLINE,SEE -'!-' BOTH SIDES,SEE ABOVE LEFT I I-I i I- --- E E E E IN SCH 40 SLEEVE 45 DEGREE ELL 90 DEGREE ELL -I I I=I I=1 I�I I1=III III=III= - SPECIFICATIONS - - 1 •- � Jll�llt ll1= = 1J�ll III-I -y y- - - �-I - ,�, =III= I-III- � 'I � i i �i-ii �ii_i �_ SWING JOINT,SEE ABOVE RIGHT PVC MAINLINE GALV STEEL MAINLINE (=1�11=I11=1I I I 1=I 1 III=I I-i I I_ CONTROL WIRES,SEE SPECS. = - - TYPICAL BOTH SIDES PVC COUPLING,2 REQ. GALV STEEL COUPLING,2 REQ. III III III-III-I INSTALL AT MAINLINE DEPTH III-III- I _. I- _1 I I- -III-III- CONCRETE THRUST GALV.STEEL NIPPLE SCH.80 PVC T.O.E.NIPPLE _ PVC SLEEVES TO BE BLOCK,TYPICAL PVC MAINLINE ° a s a III -III -III—III- DIMENSION A B C D E TWICE THE DIAMETER -_ GALV STEEL UNION OF THE PIPE OR WIRE MAINLINE PIPE 1 1 GALV.STEEL MAINLINE - - - - FINISHED GRADE °D o ° DEPTH BELOW GRADE 24" 36" 36" 30" 4" BUNDLE CARRIED. �— -III I 1 TYPICAL BOTH SIDES o - 1--III- - (I-III 11I 1 III I I I- d.4. G DIMENSION A B C D E F SECTION VIEW-N.T.S. I I I =III I. BENCH .,? I =III=III I L - ''��/-1 1 1- I I I=1 I I=I 1 DETAIL ALSO FOR PIPE I UNDISTURBED SOIL I _ III-_ DOWN DRAIN #4 REBAR J-HOOK 112"TO 1 1/2"SIZE 12" 18" 18' 30" 4" 6" I=1 I I INSTALLED IN ROCKY SOIL l I BACKFILL TRENCH I I i-III //_,,III I I-I I(- PIPE SUPPORT,TWO REQUIRED AND 7FT ON PER SPECIFICATIONS -I I( I ON-GRADE PVC MAINLINE CENTER ALONG LENGTH 2'TO 2 2 1/2"IN SIZE 12" 24" 24" 30" 4" 6" III ( - CROSSING DOWN DRAIN COPPER PIPING TO METER = I TEE #4 REBAR J-HOOK 3"AND LARGER 181, 24" 24" - 6" 6" SECTION VIEW-N.T.S. PIPE SUPPORT GALV STEEL SLEEVE,TWICE BRASS PIPE/NIPPLE TYPICAL TIE A LOOP IN ALL WIRING AT 7 FT ON CENTER THE DIA.OF PIPE CARRIED CHANGES OF DIRECTION GREATER THAN NOTES: PVC LATERAL LINE,ROUTE BENCH BRONZE BALL VALVE 30 DEGREES,UNTIE AFTER ALL CONECTIONS -I I I - GALV STEEL SWING JOINT,BOTH THROUGH STEEL SLEEVE ALL CONCRETE USED IN THRUST BLOCKS SHALL BE 470-C-2000. I-III=) -1 I=- BRASS UNION _-_= I I HAVE BEEN MADE. - LOCATIONS,SEE ABOVE RIGHT BRASS PIPE TO BACKFLOW DEVICE SECTION VIEW-N.T.S. SUPPLY LINES 2"IN DIAMETER AND LARGER SHALL RECEIVE CONCRETE I I I I I I I I- I i I 1 I- �—SAME ASSEMBLY ON UP SLOPE SIDE PLAN VIEW-N.T.S. THRUST BLOCKING. BELL AND GASKET PIPE MAY USE PIPE RESTRAINT SYSTEMS. - - FINISHED GRADE OR BASKET STRAINER NOTE: NOTE: I_1 B" FINISHED GRADE,SLOPE VARIES -_ - BUNDLE WIRING AND WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS. THRUST BLOCKS SHALL BE A MINIMUM OF 1 CUBIC FT.OF CONCRETE. PIPE - ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. GALV.STEEL NIPPLEALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS SHALL NOT BE ENCASED IN CONCRETE. PVC MAINLINE,CONNECT TO #4 REBAR NOTE: BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS, INSTALLATION SPECIFICATIONS. ALL MAINLINES SHALL BE INSTALLED AND TESTED ACCORDING TO THE SWING JOINT W/FEMALE ADAPTER DOWN DRAIN J-HOOK WATER METER SHALL BE INSTALLED BY THE LOCAL WATER DISTRICT. ALL PVC MAINLINE,PVC LATERAL LINES,AND CONTROL WIRES SHALL BE SLEEVED MANUFACTURER'S INSTALLATION SPECIFICATIONS. NOTE: PIPE SUPPORT,FOUR REQUIRED AND 7FT ON ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC,2 TIMES THE DIAMETER OF FOR BURIED MAINLINE TRANSITION TO BELOWGRADE PIPE AT SWING JOINT ALL PIPING BETWEEN THE WATER METER AND THE MASTER CONTROL VALVE INSTALLATION SPECIFICATIONS. ALL TRENCH DEPTH AND WIDTH SHALL BE PER THE SPECIFICATIONS. ON-GRADE PVC LATERAL LINE CENTER ALONG LENGTH THE PIPE OR WIRE BUNDLE WITHIN. NO PVC PIPE SHALL BE EXPOSED ABOVE GROUND,BURIED GALVANIZED STEEL Underground Service Alert SHALL BE BRASS WITH BRASS FITTINGS AND UNIONS. CROSSING DOWN DRAIN ALL CURBS SHALL BE MARKED WITH A"SCORE"MARK TO DESIGNATE SLEEVE WRAP PLASTIC FITTINGS IN CONTACT WITH CONCRETE USING BLACK PIPE TAPE. PIPE AND FITTINGS SHALL BE WRAPPED IN BLACK PLASTIC PIPE WRAP. EXTEND STEEL SLEEVE A LOCATION,TYPICAL. MIN.12"PAST DRAIN EDGE 1 c co n lit 999 Sweeney - 'on displayed with this $Associates, - ©copyright 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney$Associates,Inc. The pictorial and graphic expressions .� PY 9 Y a es,Inc. The pictorial and graphic expressions displayed with this (g)copyright 1999 Sweeney$Associates Inc.-The pictorial andgraphic expressions displayed with this s ©copyright 1999 Sweeney$Associates,Inc.-The pictorial and graphic expressions displayed with this work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United Y P 1tact States,and shall be used only on projects under the Call: TOLL FREE jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. � RIVERSIDE CSA NO SCALE RIVERSIDE CSA NOSCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NOS RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE 1 —800 TYPICAL WATER SID024 PIPE AND WIRE SID034 SLEEVE TRENCHING SID035 THRUST BLOCKS SID040 IRRIGATION MAINLINE SID036 IRRIGATION LINES SID037 227-2600 METER HOOK-UP TRENCHING CROSSING BENCH DRAIN CROSSING DOWN DRAIN TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BE ARK: BMA T-600-28-68 NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH Of TRACT NO. 30507 i.P.N0. 040040 SHEET No. GRADINGCOMMEN PERMIT ERMITILHAS BEEN AN ISSUED PERMIT AND/CR Q�QFE$S/�N APPROVED BY: 10�� L P L s 1 T E S C A P E S INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT. f �0 9l 104 H4 1� - - � NORTH OF INT. OF MURRIETA RD AND LMC45TER DR, COUNTY OF RIVERSIDE 5 'fir, * - Landsca a 3195-B Airport Loop Drive E 2782 p Costa Mesa, CA 92626 57 FT N/ CDR OF THE RECTORY 45 FT EAST OF SCHED ULE A Architecture (949) 644-9370 MURRIETA RD, 7 FT. S/E OF THE N/E COR. OF 6 FOOT N0. 33950 KHALED A. TH DATE: * � ,._ * & Planning FAX (714 210-3140 BLOCK WALL, 2 FT. S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF '9 SHEETS 7N£PRIVATE ARCH/TECT SWING ThVESE PLANS /S Af3Pl'�YI�S/BL£FOR � 11623732-E, SET A BRASS DISK IN THE TOP OF ASSURIAV 7NEA00UR4CYAN0 A06'EPASIL/7Y OF THE DESIGN HEREON. * EXP. 06-30-06 * C.E. 33 Z Richard Polhamus, CONCRETE POST LEVEL WITH THE ROAD IRRIGATION DETAILS IN THE ELFNT tom-DISCREPANCIES ARISING AFTER COUN7Y APPROI/AL OR j DURING CONS7RVC770N, THE PAVOW£A!t'Y.'H/TECT SHALL BE AENPONS18ZE MARK BY DATE APPR. DATE Jf CjV l� \Q k = }� �J9 a►1E �1 License # 2782 ELEVATION: 1423.806' FOR DETERMINING AN ACCEPTABLE SOLUTION AND REYTSING THE PLANS qlF OF CA��F ' "S- �tr �� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR APRAi9YAL 8Y THE COUN7Y ARCHITECT REVISIONS COUNTY RECOMENDE dF Cp►�-�� FOR: ARCHITECTS COUNTY (BO ENGINEERING) DATE: RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JoHN LAING HOMES FILE No. 03-047 FILE No. FINISHED GRADE IN TURF AREAS EXHIBIT 1 PLASHEDGRADEINTUTIC RFAREAS VALVE OXESWITHBOLTDOWN UVR PVC SST TEE,TYPICAL IRRIGATION SCHEDULE DRIP SPECIFICATIONS- SMALL SLOPES AND PARKWAYS SITE DATA CHART COVERS,USE STAINLESS BOLTS,NUTS,AND WASHERS. BOXES TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE V.I.T.PS18 PIPE STABILIZER,TYP. EDGE. HEAT BRAND"RCV"ONTO CONTROL VALVE BOX SPEARS MANUFACTURING MODEL#AP-100 314"PVC LID. SECOND BOX FOR FILTER ASSEMBLY SHALL HAVE UVR PVC LATERAL LINE PIPE FEMALE HOSE THREAD CAP WITH WASHER All drip zones shall be designed to flow between 19 and 24 GPM maximum whenever possible. 1. PROJECT NAME: SUN CITY PERIMETER "DRIP"HEAT BRANDED ONTO LID. 1/2"SCH 40 UVR PVC LATERAL SPEARS MANUFACTURING MODEL#M-64-P 3t4"MALE RIVERSIDE COUNTY SERVICE AREA 143- SEASONAL DRIP IRRIGATION SCHEDULE: WINTER(Dec Jan and Feb.) SCH.80 PVC THREADED 90 ELL,1'SIZE PIPING,INSTALL PERPENDICULAR MALE HOSE THREAD X 1/2"IPS SOCKET PVC MALE ADAPTER All drip zones shall have a maximum of 700 drip TRACT: TR 30507 TO SLOPE FACE DOWN TO TREE Pro' Name: SUN CITY PERIMETER TR 30507 Water meter Number: A p p emitters. SCH.80 PVC BALL VALVE,1"SIZE Designer Name: SITESCAPES MICHAEL MCMILLEN R ec the fined I P olable: P TREE DRIP EMITTERASSEMBLY V.I.T.MODEL PS18 PIPE Date P red: 712112004 OWNER/DEVELOPER: JOHN LAING HOMES 909.272.5123 WIRE CONNECTORS TO INCLUDE PVC FITTINGS': STABILIZER,INSTALL 6" EvapotrsnsplrationRates! Plant Factors(%ofETo): Irrigation Efficiency(%): All drip zones shall be designed with an equidistant triangular spaced grid pattern whenever HUNTER ICV-101G-AS,1"PLASTIC CONTROL VALVE 1/2"UVR SLIP TEE FROM FLUSH ASSEMBLY Historical: 55.45 In.IYr. Turf: 0.0 Drip Systems: 0.90 possible. LANDSCAPE ARCHITECT: SITESCAPES 949.644.9730 VALVE ID TAGS 1/2"UVR SST TEES SCH 40 UVR PVC LATERAL Seasonal: 6.52 In. Low Water Use Shrubs: 0.3 FINISHED GRADE IN SHRUB AREAS 'A'� "B" 112"UVR ST 90 ELLS LINES INSTALLED ON Seasonal: 0.50 In.I Wk. Medium Water Use Shrubs: 0.4 Wetted%of Plant Area: SALCO"A'ADAPTERS,SEE BELOW FINISHED GRADE,1/2"SIZE High Water Use Shrubs: 0.5 0.65 All Monument Corner/ Monument Entryways shall have closer spacing and be irrigated by LANDSCAPE CONTRACTOR: SALCO"B"ADAPTERS,SEE BELOW TYPICAL FOR ALL PIPE Controller Letter: I A - EMITTERS/BUBBLERS,SEE BELOW DOWNSTREAM OF PRV'S, VALVE FLOW IN PLANT PLANE PLANT WETTED EMf1TER IRNVK GIPLANT GALLONS separate valves from all other areas. r (SALCOUSE 2 DTS-ES PER STAKES SEE DETAIL SID048 2. WATER DISTRICT ASSIGNED TO PROJECT AND TELEPHONE NUMBER: _ -III III= (USE 2 STAKES PER ADAPTER) NUMBER GPM FACTOR SPACING AREA AREA VOLUME MINUTES PER WK PER WK 4" SALCO FLEX ADAPTERS SEE FINISH GRADE Nos stems shall be designed with an emitters spacing greater than the area of coverage Is III III_Il 111=III= _ _ ON SLOPE 1 21 o.a 3.00 7.07 a.so 2.00 1s o.sa ao2 y g p g g 9 EASTERN MUNICIPLE WATER DISTRICT 951.928.3777 III-I I_I -III-III CHART FOR MODEL NUMBERS III-III-I 2 20 0.4 3.00 7.07 4.60 2.00 19 0.64 383 wide, in either direction. 1 I I-III 11 fill I I SALCO PVC COATED STAKE III III=III= 3 21 0.4 3.00 7.07 4.60 2.00 19 0.64 402 SALCO OR BOWSMITH DRIP EMITTER, III !I- 4 21 0.4 3.00 7.07 4.60 2.00 19 0.64 402 3. WATER METER SIZE: 11/4" l I I-III OR BUBBLER HEAD,SEE LEGEND III-III-III= 5 21 0.4 3.00 7.07 4.60 2.00 19 0.64 402 No systems shall be designed with spacing closer than 18" O.C. 2" FOR IRRIGATION TYPE USED I-III III III III=III= (=III=� 6 21 0.4 3.00 7.07 4.60 2.00 19 0.64 402 4. WATER PRESSURE AT EACH METER(PSI): 87.83 PSI TREE CANOPY,SEE III-III-III-III-I ! I!I III- -I 7 17 uA 3.00 7.07 4.60 2.00 19 0.64 326 PLANTING PLANS -III=1 I=1 I I-III=1 I III=„I 1=„I 8 17 OA 3.00 7.07 4.60 2.00 19 0.64 326 All drip systems shall receive an approved inline pressure regulator sized per plan. TREE ROOTBALL,SEE III=III=111=III-III-III 9 17 0.4 3.00 7.07 4.60 2.00 19 1 0.64 326 5. WHAT PRESSURE REGULATION DEVICE IS PROVIDED: .`-a V004a 0• . Q�V°w PLANTING PLANS �-III-III-III III=III-� 10 17 0.4 3.00 7.07 4.60 2.00 19 0.64 326 11/2"WILKINS 500 HLR 11 18 0.4 3.00 7.07 4.60 Z00 19 0.64 3a5 All drip systems shall receive an approved master valve sized per plan. PVC CHECK VALVE =i I I= !I=III=)! =III=I I 12 14 0.4 3.00 7.07 4.60 2.00 19 0.64 26B SWING OR SPRING TYPE TREE SIZc 5-15 GAL 24 IN.BOX 36 IN.BOX 48 IN.BOX -,: -i i-i i-i -i -i i- 13 15 0.4 3.00 7.07 4.60 2.00 19 0.64 287 6. MAIN-LINE SIZE: 11/2"-2" SCH.80 PVC UNION(3 REQ.) EMITTERS 2 EA. 4 EA. 5 EA. 6 EA. 14 0 0.0 0.00 O.OD 0.00 0.00 0 0.00 0 All drip systems shall receive an approved flow sensor sized per plan. PVC MAINLINE PIPE PVC LATERAL LINE DOWN 15 0 0.0 0.06 D.00 0.00 0.00 0 0.00 0 PER SPECS. TO BURIED PIPE OR UP TO "A"ADAPTERS NONE USED (2)PVC-050-IH-8-2MA (2)PVC-05D-IH-8-2MA (2)PVC-050-IH-8.2MA NOTE: 7. REMOTE CONTROL VALVE MODEL AND SIZES: 16 0 0.0 0.00 0.00 0.00 0.00 0 0.00 0 ON GRADE PIPE FLUSH CAP TO REMAIN IN PLACE UNLESS FLUSHING LATERAL LINES. n n CONTROL WIRES "B"ADAPTERS (2)PVC-050•IH-12-12 (2)PVC-050-IH-18-2MA (3)PVC-050-IH-242MA (4)PVC-050-IH-36-2MA All systems shall be designed with an approved Quick Coupler valve at every street intersection HUNTER 1 8r 11/2 SCH.80 THREADED NIPPLE AMIAD#1-1201,1"WYE STRAINER WITH DISK FILTER A HOSE SHALL BE ATTACHED TO PMHTREVENT MALE ADAPTER WHENEVER FLUSHING Run Time Totals: Water Use Totals: Water Cost Totals: or every200' if no streets are resent. "TREES REQUIRING MORE THAN 4 EMITTERS SHALL USE ASSEMBLIES WITH ADDITIONAL P SCH.80 PVC SST TEE SCH.80 PVC NIPPLE,1"DIA. COMPONENTS;INCLUDING FITTINGS,ADAPTERS,EMITTERS AND STAKES AS SHOWN ABOVE. OF LINES IS PERFORMED TO PREVENT EROSION OF SLOPE MATERIALS. 249 Mot./Wk. 4912 Gal I Mo. 0.064 Act/Wk-e Mo' $838.0 Cost/Acft. NOTE: SEE DETAIL SID015 FOR ADDITIONAL LENGTH AS REQ.,TYPICAL 4.2 DaysIW 19,782 Gal.ISa 0.061 AcftlMo. 115.59 CostISa 8. LIST ALL IRRIGATION MANUFACTURERS: EMITTERS/BUBBLERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL. 2 DayslWk. 59,782 GaI.1Ssn. 0.183 AcftlSsn. $115.59 coscr5en. All remote control valves shall be 1"globe type with pressure regulation. VALVE BOX INSTALLATION INFORMATION. ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING LAYOUT. CALSENSE 2.08 Hrs./ 2,2111111 Gel.I Da 0.007 Aott I 963.05 Cost I Yr. ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this �� N IBCO work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the All remote control valves shall have an approved 1 60 mesh minimum disc strainer installed jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. directly after the RCV. Emitter used shall determine actual mesh size. SALCO RIVERSIDE COUNTY SERVICE AREA 143. SEASONAL DRIP IRRIGATION SCHEDULE: I SPRING Mar.,April and M F E BCO RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE ProjectName: SUNCITYPERIMETERTR30507 Water meter Number: A All remote control valves shall be designed as close to the symmetrical center of the system HUNTER Designer Name: I SITESCAPES MICHAEL MCMILLEN Reclaimed I Potable; P layout as possible to ensure uniform charging of the system unless the system has a linear WILKINS Date apo red: 38189 ° ° elevation differential greater than 6'. If the system has a linear elevation differential greater than RAIN BIRD DRIP R.C.V. SID016 TREE DRIP LAYOUT SID046 DRIP FLUSH ASSEMBLY SID047 Evapotranspiration Rates: Plant Factors(/°ofETo): IrrlgattonEiRctenry(/°): 9 Y g DURA PRODUCTS Historical: 55.45 In,IYr. Turf: 0.8 Drip Systems: 0.90 6'the RCV shall be installed at the low point of the system. ASSEMBLY Seasonal: 14.42 In. Low Water Use Shrubs: 0.3 Seasonal: 1.11 In.IWk. Medium Water Use Shrubs; OA Wetted%of Plant Area: 9. TOTAL SQUARE FOOTAGE OF SITE CSA WILL BE MAINTAINING: High Water Use Shrubs: 0.5 0.65 Where a system has a linear elevation differential greater than 6', a main trunk lateral riser shall 60,828 SQUARE FEET Controller Letter: A be installed a maximum of eve 6'feet of linear elevation differential. ` FLUSH VALVE DRIP EMITTER/BUBBLER PRV VALVE WATERING BASIN INSTALLED AROUND PLANT PIT VALVE FLOW IN PLANT PLANT PLANT WETTED EMrrrER IRIWK GIPLANT GALLONS every SEE DETAIL SID047 SEE DETAIL SID044/45 SEE DETAIL SID048 NUMBER GPM FACTOR SPACING AREA AREA VOLUME MINUTES PER WK PER WK REFER T L OF SHRUB GROUND COVER OR TREE HIGHEST GPM DEMAND / REFER TO PLANTING PLANS FOR PLANTING DETAILS 1 21 0.4 3.00 7.07 4.60 2,00 42 1.41 890 An approved either swing check or 2#spring check depending on whether the lateral trunk/ f SALCO EMITTER,BOWSMITH EMITTER,OR BUBBLER; 2 20 DA 3.00 7.07 4.60 2.00 42 1.41 W vertical lateral goes up in elevation or down in elevation respectively, shall be installed 1' above TO PJ SEE LEGEND FOR IRRIGATION TYPE TO BE USED. 3 21 OA 3.00 7.07 4.60 2.00 42 1.41 890 C OF INSTALL EMITTER/BUBBLER AT EDGE OF THE ROOT BALL 4 21 DA 3.00 7.07 4.60 ZOO 42 1.41 890 each midline trunk riser or each midline horizontal lateral line. FARTHEST CASE CALCULATION. 10'ON CENTER TYPICAL SLOPE 5 21 OA 3.00 7.07 4.60 2.00 42 1.41 890 SALCO FLEX ADAPTER,SEE DETAILS SID045 6 21 0A 3.00 7.07 4.60 2.00 42 1.41 890 All hard piping on the slope face shall be schedule 40 UV resistant PVC pipe installed on VALVE # All ® 21 GPM SYS LOSS AND TER M FOR REQUIRED LENGTHS AND 7 17 GA 3.DO 7.07 4.60 2.00 42 1.41 720 grade with pipe stabilizer as per specifications and details. ULTRA-VIOLET RESISTANT PVC VARIES VARIES ADAPTER MODEL NUMBERS 8 17 0.4 3.00 7.07 4.60 2.00 42 1.41 720 g P P p P STREET ELLS,2 REQUIRED 9 17 0.4 3.00 7.07 4.60 2.00 42 1.41 720 PSI AVAILABLE @ P.O.C. 87.83 PSI CHECK VALVE 10 17 0.4 3.00 7.07 4.60 2.00 42 1.41 720 SEE DETAIL All main trunk lateral lines shall be schedule 40 PVC pipe trenched a uniform distance from the 1"WATER METER @ 1423 ELEV. 2.8 VARIES SID048 11 18 0.4 3.OD 7.07 4.60 2.00 42 1.41 763 P P SHRUBS 12 14 0.4 3.00 7.07 4.60 2.00 42 1.41 593 adjacent hardscape. ULTRA-VIOLET RESISTANT SCH 40 MAXIMUM LATERAL LENGTH-200FEET 13 15 OA 3.00 7.07 4.60 2.00 42 1.41 636 SERVICE LINE 0.2 PVC PIPE,SEE PLANS FOR SIZE 14 0 0.0 0.DO 0.00 0.00 0.00 0 0.00 0 ON SLOPE E The lower third of he UV resistant lateral lines shall receive an approved y /4 ball valve 6 GATE VALVES 1.0 FINISH GRAD 15 0 0.0 0.00 D.00 D.00 0.00 0 0.00 0 I t t pp gray 3 " " 16 0 0.0 0.00 0.00 0.00 0.00 0 0.00 0 (I III-III=1 I I=1 I I=)I I=1 I .I I _ _ from the transition tee at the main trunk lateral on the UV resistant lateral. 1" BACK FLOW PREVENTER 12.0 I=)I I=III-III-III-I ( - FINISH GRADE BALL VALVE ( - = I I=I III=III- Run Time Totals: Water Use Totals: Water Cost Totals: (I- III-III-III=III-III=I I I SEE DETAILI- I III=1 561 Min.IWk. 10,171 Gal./Wk. 0.031 AcftlWk. $63o.OD CostlacR. MASTER VALVE 1.5 I=III=III-I I(-III-III I= SID048 I-1 I I =1I I=1 I =1 ( III=III= 9.18 Hrs.IWk. 44,036 Ga1JMo. 0.135 AcftIMo. $85.15 Cost IMo. All main trunk lateral lines shall be piped one size larger than required for the system size and _ _ _ 3 Days Wk. 132,217 Gal. San. 0.406 AcftISan. $255.64 CostlSan. shall remain the same size from the valve assembly area to the last feeder lines. VALVE 3.0 #4 x 18"REBAR J-HOOK,SPACE �I III-III-III-I III-I! AT 10'ON CENTER,TYPICAL =III I-I I=III- I- -1 2" MAINLINE 1725' 7.25 - I -III- III-I(I III-1 I I 3.06 Hrs.I D 3,390 Gal.1 D 0.010 Actt I D $983.05 Cost 1 Yr. TOE ' =1 -III I I=1 11= I' An approved 3/:' 20 PSI low flow Senninger style in-line pressure regulator shall be installed atNOTE: OF 1 1/4" MANIFOLD LATERAL 70' 0.82 ALL PIPE INSTALLED ON GRADE TOBE SCH 40ULTRA-VIOLET RESISTANT PVC. TREE. SLOPE ! -III-! I I RIVERSIDE COUNTY SERVICE AREA 143- SEASONAL DRIP IRRIGATION SCHEDULE: SUMMER Jun.Jul.and Aug.) the transition tee between the lateral trunk/vertical lateral and the horizontal feeder lines. SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. WYEFILTER III-III-- - Il LATERAL LINE & FITTINGS 4.4 SEE DETAIL SID016 I-III-IIaII-III- P ' Name: SUNCrryPERIMETERTR30507 Water meter Number A ELEVATION CHANGE 14' 6.06 ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRA-VIOLET RESISTANT PVC. - III-III-I (- SALCO PVC COATED Designer Name: SITESCAPES MICHAEL MCMILLEN Reclaimed)Potable: P A rebar pipe stabilizer shall be installed every 10'from toe of slope up to the last horizontal SEEEETAILSI 0 BUBBLERS -III-I' MODELGALVA IZTS-14ED 1NGSTAKE Date Pre red: 3@189 lateral lines and from 1' beyond the 'Senninger' pressure regulator every 10'to the end of each MINIMUM OPERATING PRESSURE 20.0 SEE DETAIL SID046 � MODEL#DTS-140-000 Evapotranspiration Rates: Plant Factors(°�of ETo): (rrlgatlon E(Rclency(°k): DRIP CONTROL VALVE Historical: 55.45 In.IYr. Turf: 0.8 Drip Systems: 0.90 horizontal lateral line. SEE DETAIL SID016 NOTE: Seasonal: 22.08 In. Low Water Use Shrubs: 0.3 SYSTEMS PRESSURE LOSS 59.03 EMITTER I BUBBLER SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO PLANT ROOTBALL. Seasonal: 1.70 In,I Wk. Medium Water Use Shrubs; 0.4 Wetted%of Plant Area: High Water Use Shrubs; 0.5 0.65 All feeder lines shall be installed in a downward flowing position where grades exceed 2%. 10 % RESIDUAL PRESSURE REQUIRED 5.9 PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH DRIP EMITTER Controller Letter: A Where the system is adjacent to a wall or other permanent linear structure the lines shall feed MAINLINE SLOPE TRANSITION ASSEMBLY WITH LINES RUN PERPENDICULAR TO SLOPE AS SHOWN ABOVE. SEE DETAIL SID045. VALVE FLOW IN PLANT PLANT PLANT WETTED EMITTER IRIWK GIPLANT GALLONS y 2-UVR PVC SXT 90 ELLS AND A 6" ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT LAYOUTS. NUMBER GPM FACTOR SPACING AREA AREA VOLUME MINUTES PERWK PER WK from the wall towards the sidewalk or traffic area with the exception of the emitters that irrigate a plant attached to the structure. DESIGN PRESSURE REQUIRED 64.93 LONG SCH.80 PVC THREDED NIPPLE 1 21 0.4 3.00 7.07 4.60 2.00 65 2.16 1363 ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this rc copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this 2 20 OA 3.00 T07 4.60 2.00 65 2.16 1,298 AVAILABLE PRESSURE 87.83 work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the 3 21 OA 3.00 7.07 4.60 2.00 65 2.16 1363 jurisdiction of the agency listed below. All feeder lines shall be approved %z'flexible PVC with pre-assembled male adaptors at each RESIDUAL PRESSURE REMAINING +22.9 PSI jurisdiction of the agency listed below. jurisdiction of the agency listed below. 4 21 0.4 3.00 7.07 4.60 2.00 65 2.16 1363 5 21 OA 3.00 7.07 4.60 2.00 65 2.16 1363 end. 6 21 OA 3.00 7.07 4.60 2.00 65 2.16 1363 RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE 8 177 oa 3.00 poi 4.60 o zoo 65 655 2.16 ;103 All emitters shall be approved 2 GPH point drip type which can be threaded directly onto a 1/2" PIPE ON GRADE SID038 POINT TO POINT DRIP SID043 SINGLE OUTLET DRIP SID044 10 17 0.4 3.00 7.07 a60 2.00 65 2.16 1,10 male adaptor. IRRIGATION LAYOUT EMITTER / BUBBLER DETAIL 11 18 OA 3.00 7.07 4.60 2.DD 65 2.16 1168 12 14 OA 3.00 7.07 4.60 2.00 65 2.16 91% All 1 gallon plant material shall receive one drip emitter, all 5 gallon shall receive one drip 13 15 OA 3.00 7.07 4.60 2.00 65 2.16 973 �� - - 14 0 0.o O.Do o.00 o.DD o.00 o D.00 o emitter, all 15 gallon shall receive two drip emitters, all 24 box material shall receive three drip UVR PVC SXT BUSHING,SIZE AS REQUIRED V.I.T.PS18 PIPE STABILIZER 15 0 0.0 0.00 0.00 0.00 0.00 0 0.00 0 emitters and all 36" box material shall receive four drip emitters. WALL,SEE CONSTRUCTION PLANS t6 D 0.0 0.00 0.00 0.00 0.00 0 0.00 0 UVR PVC SST TEE,TYPICAL UVR PVC SLIP TEE,SIZE PER SUBMAIN SLOPE/PARKWAY IRRIGATION CONTINUES, -�A"-� Run rime Totals: Water Use Totals: Water Cost Totals: Emitters shall be placed at the edge of the rootball on the uphill side of the plant where one SEE NOTE AT BOTTOM FOR ACCEPTABLE 844 Min.IWk. 15,573 Gal./Wk. 0.048 AcitlWk. $630.00 coatlAcft. emitter is used and at the edge of the rootball on each side where more than one emitter is 3/4"X 4"SCHEDULE 80 NIPPLE - SYSTEM LENGTH. 14.06 His.I Wk. 61,432 Gal.1 Mo. 0.207 Acft 1 Mo. f 13D.38 Cost 1 Mo. 'B" UVR PVC LATERAL LINE PIPE 3 Days I Wk. 202,451 Gal. 0.621 AcftISan. UVR PVC SST TEE,ON GRADE, $391.45 Cost San. Used. TRANSITION UP FROM BURIED w � SALCO FLEX ADAPTERS SEE z PVC SUBMAIN CHART FOR MODEL NUMBERS 4.69 Hrs.l D 5191 Gal./Day 0.018 Acft I $983.05 Cost I Yr. > PRESSURE REGULATOR, An approved flush cap shall be installed at the end of each horizontal feeder line 1' past the UVR PVC LATERAL LINE,1/2"SIZE SEE DETAILS SID043/SID048 C SALCO OR BOWSMITH DRIP EMITTER,SEE LEGEND FOR last emitter tee and all ends shall be lined up vertically whenever possible. SPECIFICATION,TYPICAL RIVERSIDE COUNTY SERVICE AREA 143- SEASONAL DRIP IRRIGATION SCHEDULE: AUTUMN(Sep.,Oct.and Nov.SENNINGER INLINE PRESSURE REGULATOR SIDEWALK SOLVENT WELD CONNECTIONS BURIED PVC SUBMAIN Project Name: SUN CITY PERIMETER TR 30507 Water meter Number. A Each system shall be completely water flushed of pipe burrs, excess glue, Teflon tape or other !\ Designer Name: SITESCAPESMICHAELMCMILLEN ReclaimedIPotable: P debris prior to any emitter installations. PVC CHECK VALVE,USE SWING CHECK w BURIED PVC MAINLINE,18" `SALCO PVC COATED GALV. Date Prepared: 3f11B9 WHEN RCV'S ARE AT TOE OF SLOPE AND w TUBING STAKE,SEE Evapotranspiration Rates: Plant Factors(%of EI'o): Irrigation Efficiency k ILLFROM EDGE OF CONCRETE CHART FOR QUANTITY REQ. cY(°) SPRING CHECK WHENRCV'SAREATTOP o VARIES VARIES Historical: 55.45 In. Turf: 0.8 DrlpSystems: 0.90 Irrigation shall be installed after finish grade and prior to any planting. _ OF SLOPE,LINE SIZE PER SUBMAIN ' WYE FILTER,SEE Seasonal: 12.43 In, Low Water Use Shrubs: 0.3 h DETAILS SID016/SID043 Seasonal: 0.96 In.I Wk. Medium Water Use Shrubs: 0.4 Wetted%of Plant Area: w SEE DETAIL SID044 High Water Use Shrubs: 0.5 0.65 I > Controller Letter: A DRIP REMOTE CONTROL VALVE, o SHRUB SPACING VALVE FLOW IN PLANT PLANT PLANT WETTED EMITTER IRIWK GIPLANT GALLONS SEE DETAILS SIDOt6/SID043 E.6 FEET 3/4"X 1/2"UVR PVC MALE ADAPTER VARIES TRIANGULAR SPACED SHRUBS, NUMBER GPM FACTOR SPACING AREA AREA VOLUME MINUTES PER WK PER WK FLUSH VALVE,SEE SEE PLANTING PLANS FOR 00 3/4"X CLOSE SCHEDULE 80 NIPPLE TYPE AND SPACING 1 21 0.4 3.00 7.07 4.60 2.00 37 1.22 767 DETAILS SID0431 SID047 2 20 0.4 3.OD 7.D1 4.60 2.00 37 1.22 731 3/4" INS SCHEDULE 80 PVC BALL VALVE,THREADED, UVR PVC LATERAL ON GRADE, 3 21 D.4 3.00 7.07 4.60 2.00 37 1.22 767 IRRIGATION DESIGN CRITERIA INSTALL ON LOWER 1/3 OF LATERAL LINES V.I.T. UM PIPE STABILIZERS, PLANT SPACING LENGTH'A' ADAPTER"B" ADAPTER"C" STAKES REQ. 4 21 OA 3.00 7.07 4.60 2.00 37 1.22 767 MAXIMUM OF 6 FT ON CENTER 5 21 0.4 3.DO 7.07 4.60 2.00 37 1.22 767 3/4"X 4"SCHEDULE BO NIPPLE 18 IN.(1.5 FT) 91N. PVC•050-IH-12-2MA PVC-050-IH-24-2MA B=1,C=1 Name of Water Supplier: EASTERN MUNICIPLE WATER DISTRICT DRIP EMITTER ASSEMBLIES, 6 21 0.4 3.00 7.07 4.60 2.00 37 1.22 767 PP UVR PVC SST TEE,LINE SIZE X 3/4" SEE DETAILS SID044/SIDD45 36 IN.(3 FT) 18 IN. PVC-050-IH-12-2MA PVC-050-IH-48-2MA B=1,C=2 7 17 0.4 3.D0 7.07 4.60 2.00 37 1.22 621 Pressure Given By : RAPHAEL RESENDIZ DATE: 07/22/04 w 72 IN.(6 FT) 36 IN. PVC-050-IH-12.2MA PVC-050-IH-84-2MA B=1,C=3 8 17 0.4 3.D0 7.07 4.60 2.00 37 1.22 621 (951)928-3777 z SLOPE I PARKWAY WIDTH AND PLANT 9 17 0.4 3.00 7.07 4.60 2.D0 37 1.22 621 V.I.T.PS18 PIPE STABILIZER,TYPICAL j SPACING WILL VARY,ADJUST EMITTER 10 17 0.4 3.D0 7.07 4.60 2.00 37 1.22 621 SPACING AND EQUIPMENT QUANTITIES NOTE: UVR PVC LATERAL(SUBMAIN)TO RCV AND LOCATIONS AS REQUIRED. PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH DRIP EMITTER 11 18 OA 3.00 7.07 4.60 2.00 37 1.22 658 HGL/PRESSURE ZONE: 1627 ZONE LINES RUN PERPENDICULAR TO SLOPE AS SHOWN ABOVE. 12 14 0.4 3.00 7.07 4.60 2.00 37 1.22 511 NOTE: DRIP SYSTEM AND LATERAL PIPING MAY 13 15 0.4 3.00 7.07 4.60 2.00 37 1.22 548 VERTICAL LATERAL LINE(SUBMAIN)SHALL BE COMPLETELY FLUSHED CLEAN WITH WATER EXTEND NO MORE THAN 200 FEET PAST THIS PLANT SPACING SHALL BE BASED ON EMITTER SPACING,INSTALL ALL IRRIGATION USING THE AVAILABLE PRESSURE: 90.5@ 1418 ELEV. PRIOR TO THE INSTALLATION OF THE SENNINGER PRESSURE REGULATING VALVES. POINT SAME FOR OTHER END OF ZONE). THE COMPONENTS DESCRIBED ABOVE. THE IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR 14 0 0.0 0.00 0.00 0.00 0.00 0 0.00 0 ( 15 0 0.0 0.00 4.00 0.00 D.00 0 0.00 0 TOTAL LENGTH OF ANY ONE DRIP ZONE TO PLANT LAYOUTS. ADJUST PLANTING SPACING TO FINAL IRRIGATION LAYOUT. (SITE HIGH END) 1438 @ 71 PSI SHALL BE NO MORE THAN 800 FEET. 16 0 0.0 0.00 0.00 0.00 0.00 0 0.00 0 (SITE LOW END) 1419 @ 90 PSI Underground Service Alert ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this Run Time Totals: Water Use Totals: Water Cost Totals: work are copyrighted under the laws of the United States,and shall be used only onprojects under the work are copyrighted under the laws of the United States,and shall be used only onprojects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the 475 Min.I Wk. 8,767 Gal./Wk. 0.027 Acft I Wk. $630.00 Cost I Acft. Y Y Y P J Contractor shall verify the static water pressure with supplier jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. 7,91 Hrs.I Wk. 37,961 Gal,I Mo. 0.117 Acft I Mo. $73.40 Cost I Mo. 2 Days IWk. 113,970 Gal.ISsn. 0.350 AcftISan. $220.37 Cost ISan. prior to installation. If different from PSI noted above, o CaII: TOLL FREE Contractor to notify Owner for instructions. Failure to do so will RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE 3.96 Hrs.IDa a363 Gal. o.013 AcftlDa 05 Cost result in contractor being responsible for changes that might occur. � -8 O O DRIP PRESSURE CHECK RVALVEREGULATOR LSID048 SMALL RRIGATTION/LAYOUT SID050 ASSEMBLY DETAILDETAIL TTER SID045 2 2 7 -2 6 O O TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. COMMENNOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT 0. AT CATHOUC CHURCH IN SUN CITY 0.4 MILES NORTH 0 T RQ C T N O• 30507 �•P•N 0• 0400 4 0 GRADING PERMIT ERMITLHAS BEEN AN �ISSUEDNT PERMIT AND/OR Q�OFESS/py APPROVED BY: ��.��A�Dp IApE ,I S I T E S C A P E S INT. OF MURRILTA RD AND CHERRY HILLS RD, 204 FT G NORTH OF INT. OF MORRIETA RD AND LANCAST£R DR, COUNTY OF RIVERSIDE V A. OT F� y `� 2782 �Gs yid - Landscape 3195-B Airport Laopp Drive 57 FT. N E COR. OF THE RECTORY, 45 FT. EAST OF P� p Costa Mesa, CA 92626 / SCHED U.LE A Architecture (949) 644-9370 MURRIETA RD, 7 fT S/£ OF THE N/E COT. OF tS FOOT (714) 210-3140 BLOCK WALL, 2 FT. S/£ OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF >9 SHEETS THE PR/DATE ARCHITECT SIGNING THESE PLANS IS RESPONS/SLE FOR N 0. 3330- KH A. T AN DATE: * * & Planning FAX ASSURING 17/EACCUR4CYAND ACCEPASIL/7Y OF THE DES/GN HEREON. * EXP. 06-30-06 * R.C.E. O1NCRE E P SET A BRASS DISK /N THE TOP OF /N THE EYFNT OF D/SCREPANC/ES ARISING AFTER CDUNTYAPPRt71iAL OR cps \Q„ Richard Polhamus, CONCRETE POST LEVEL WlT>•l THE RQ40 IRRIGATION DETAILS DURING CDNSTI?UCT/ON, THE PAYY47FXRCHITECT SMZZ 8E RESPoNS/8LE MARK BY DATE APPR. DATE �J C1V)� �F = J ow License 2782 ELEVATION: f423.806' NOTES & CALCULATIONS FOR DETERMINING AN ACCEPTABLE SOLUTION AND REY/S/NG THE PLANS qTF OF CoFO �F Oei' �O� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR APPAVYW 8Y THE COUNTY OF CA�� HORIZ.AS SHOWN VERT. N A FOR: ARCHITECTS COUNT �� ARCHITECT REVISIONS COUNTY RECOMENDE (BOYL NGINEERING) DATE: RP, MM, RD, BE DATE: 10/19/04 -� JOHN LAING HOMES FILE No. 03-047 FILE No IRRIGATION NOTES IRRIGATION LEGEND DIAGRAMMATIC PLAN SYMBOL MODEL NO. DESCRIPTION PRECIP. QTY. 1 I This system is diagrammatic. All pipes, valves, etc. shown within paved area are for �) design clarification only and shall be installed in planting area and joint trenches SYMBOL INDICATES DRIP IRRIGATION LAYOUT-SEE DETAIL SID050. FROM mmmmmmmw) wherever possible. DRIP VALVE THE LATERAL LINE WILL SERVE AS MANIFOLD TO EACH SECTION ,K­ -7- S- - - — - — FIELD CONDITIONS OF DRIP SYSTEM @ A 100' MAXIMUM LENGTH EACH DIRECTION. Y Y Do not willfully install the sprinkler system as indicated on the drawings when it is I , , SALCO PCCTZ-2 PRESSURE COMPENSATING EMITTER. SEE DETAIL SID046 2.0 0 0 \, _ _ _ _ _ obvious in the field that unknown obstructions or grade differences exist and should FOR NUMBER OF EMITTERS REQUIRED AT EACH TREE. be brought to the attention of the owner's authorized representative. In the event (� \ MATCHLINE SEE BOTTOM LEFT that this notification is not performed, the contractor must assume full responsibility S SEE EECO DETAIL TAILPCCTZ-2 PRESSURE COMPENSATING EMITTER. ONE AT EACH SHRUB. 2.0 I \ for any revisions required. �� •}•• / COORDINATED WORK Y DRIP VALVE - HUNTER ICV-101 G-AS SERIES REMOTE CONTROL VALVE 13 5/4' I It is the sole responsibility of the irrigation contractor to familiarize himself with all -( INCLUDE : SENNINGER-25 LF PRESSURE REGULATOR, AMIAD#1-1201 `, WYE FILTER-80 MESH, -SIZES INDICATED. z grade differences, location of walls, etc. contractor shall coordinate his work with o I I I I I I Q the general contractor and other subcontractors, for locating pipe sleeves through H NIBCO BRASS BALL VALVE (LINE SIZE)T-585-70 (3/4"-2")/T-580-70-66 (2-3/4"-3") 5 o+ I I i --� J walls, under roadway paving, etc. 4"AND LARGER TO BE FEBCO NRS SERIES GATE VALVE- LINE SIZE. I 21 I I I MINIMUM PRESSURE AND MAXIMUM GALLONS REQUIRED " METER ' I The sprinkler system design is based on a minimum operational pressure and a M 1 WATER - REFER TO CIVIL PLAN ( CITY REQUIRES BRASS PIPE AND FITTINGS FROM 1 VALVE A/1 I maximum demand at the point of connection, as noted on the plan. Before WATER METER TO MASTER VALVE ) SIZE.I" GPH: 1274 GPM:21 I installing the system, check point of connection and immediately notify the landscape © AUTOMATIC CONTROLLER LOCATION -CALSENSE ET2000-16-LR-DOME-RR-RB-SSER. 1 No. OF EMITTERS I I architect if pressure is not as noted or the required gallons per minuet is not SEE CONTROLLER DETAIL. 33" { ( TREES 17 SHRUBS 603 I 0" - - - - — - - — - - —_- - — - - — - - — - - — - - available. ' I ''`�� WATER LINE UNDER PAVING 1" FEBCO 825YA REDUCED PRESSURE BACKFLOW PREVENTER W/A BRASS CALSENSE 1 �SPECS. - PRIOR TO BACKFLOW All mainline under paving shall be installed 24" deep. All lateral lines under paving FLOW SENSOR- FM-1 B. INSTALL PER DETAIL AND MFG INSTALL A WYE FILTER-WILKINS 100 YSBR -80 MESH. SEE DETAIL SID025 1141 ''4 i \ I i i shall be Sch. 40 PVC and installed 24" deep. Q ►� SYSTEM COVERAGE OM 11/2" HUNTER ICV-G MASTER VALVE ( NORMALLY CLOSED ) . INSTALL DOWNSTREAM 1 The irrigation contractor is to adjust head locations in the filed in order to FROM FLOW SENSOR. I I z guarantee 100% coverage. Contractor to contact the EMWD prior to any major change(s)resulting in additional cost to the owner. OF CALSENSE FLOW SENSOR- FM-1 B. LOCATE @ BACKFLOW DEVICE. 1 Y I 11/4 I I I I I II ® PRESSURE REGULATOR- 11/2"WILKENS 50OHLR , LOCATE @ BACKFLOW DEVICE. 1 I iQ RAIN BIRD 44 LRC LOCKING W/ RUBBER CAP, QUICK COUPLER. 15 I s I 1 : 1 I DURA PRODUCTS - FLUSH VALVE#533-005 W/80 MESH DISK. I \ I I ELECTRIC PEDESTAL-SEE UTILITY CONSULTANT'S DRAWING FOR LOCATION. 1 4" I i PVC SCH 40 LATERAL LINE- 12" COVER IN PLANTING AREAS, 32' � � I , 24 COVER UNDER PAVING. - SIZES INDICATED. /4 K� -� 32' ' I I, I SCH 40 PVC FOR MAINLINE 2"AND UNDER- 18" COVER IN PLANTING AREAS, 24"COVER I I l IV I le — UNDER PAVING - SIZES INDICATED. (USE 'DEEP SOCKET' SCH 80 DURA PLASTIC FITTINGS) I CLASS 315 PVC FOR MAINLINE 21/2 AND UNDER- 18 COVER IN PLANTING AREAS, 24 R. W. Ii4' { / COVER UNDER PAVING - SIZES INDICATED. o I { I I I I R.0 w. ,i CONTRACTOR TO USE INSTALL THRUST BLOCKS TO 2" MAINLINE AND LARGER. I I I ` I i I SIZE: PH: 1216 GPM:20 4" PVC SCH 40 WIRE SLEEVE 2 x DIAMETER OF PIPE I I ® I S 19 EMITTERS PVC SCH 40 MAIN AND LATERAL LINE SLEEVE 2x DIA. OF PIPE. - PROVIDE SLEEVES UNDER 120 119 7 i z I 11/41 i I TREES 19 SHRUBS s�o - — — — ANY PAVING THAT EXCEEDS 4' WIDE. 1 I I i Q INDICATES VALVE SIZE I i INDICATES CONTROLLER/STATION NUMBER I I I l i VALVE A/ SIZE GPH: 1868 GPM: INDICATES GAL. PER HR. I MIN. ' I NO. OF EMITTERS L - — - - — - - — - - — - - — - - — - - — - - — I I I TREES SHRUBS 8 6 I INDICATES QUANTITY ON SYSTEM � I I l II o Z o I I I c� l I ■ C � � J ® Z I I 116 ®I �\ �� I 1 I �,� I I I I I a0 —R.O. W. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _=-_=� 7 =- --___ — � �=-__ =-=-==N-77T == ==-__-_— _-- - - - Y 34" 3j;n IL - `yin fi° 14" I� �I 11,4 II 4 W 0 - II o z l I�4 �-►,— z„ 70f00 � ( I I 1+0 o I CHAMBERS A VENUE III — o 10+00 +00 72+00 1,3+00 14+00 I AA j .......... ........... M, VALVE A/3 SIZE:I" GPH: 1282 GPM:21 �1 ( I NO. OF EMITTERS 2 I I ' �7 TREES 16 SHRUBS 609 - I I ; g .15 d d Service• - er Underground Alert *4 CMtl` - - - Call: TOLL FREE TI I I I I SCALE — 1 800 227-2600 MAST6H IN S E TOP RI SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT C47HOUC CHURCH IN SUN CITY 0.4 MILES NORTH 0 TRACT N O. 30507 /. P.N O. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A N D S C,�p OFE$$/� APPROVED BY: �,0 E TNT. OF MURRIETA RD AND CHERRY HILLS RD, 104 FT. GRADING PERMIT HAS BEEN ISSUED �OQ0 Nq� ��� ��p ti PotH� �,pc S 1 T E S C A P E S NORTH OF INT. OF MURRIETA RD AND LANC4S7ER DR, COUNTY OF RIVERSIDE 7 A. Ol �� `� �� �a yi - Landsca a 3195-B Airport Loo Drive 57 FT N COR. OF THE RECTORY, 45 FT EAST OF P�. '�l�, 2782 �, p Costa Mesa, CA 9z�s2s SCHED ULE A aw-4 � Architecture (949) 644-9370 MURRIEfA RD, 7 FT. S/E OF THE N/E COR. OF 6 FOOT KH D A. OTH N DATE: * * & Planning FAX (714) 210-3140 BLOCK WALL, 2 FT. S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF '9 SHEETS THE RAWATE ARCH/TECT S/GN/NG THESE PLANS /S RfSPONS/BLE FOR N0. 33950 11623732-E, SET A BRASS DISK IN THE TOP OF * EXP. 06-30-06 * R.C.E. _ CONCRETE POST LEVEL WITH THE RaW IRRIGATION PLAN ASSUR/NG THE ACCURACY AND ACCEPAB/L/TY OF THE DESIGN HEREON. Richard Polhamus, /N THE EVENT OF D/SCREPANC/ES AR/S/NG AFTER COUNTY APPROVAL OR �j� 3 a� S ��Q License # 2782 ELEVATION: 1423.806' DUR/NG CONSTRUCT/ON, THE PRIVATE ARCH/TECT S114ZZ BE RESPONS/BLE MARK BY DATE APPR. DATE JJ9T C I V1� QAV ,�T I FOR M7FRM/N/NG AN ACCEPTABLE SUMMON AND REY/S/NG THE PLANS f�F �AL��C 41S� F 0� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COU FOR APPRO11AL BY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDED BOYL NGINEERING) DATE: Cp'`" RP, MM, RD, BE DATE: 10/19/04 HORIZ.As SHOWN VERT. N A OR: LAING HOMES FILE No. 03-047 FILE No. aw V ii I a o I I . � j d� N`d�d -b Nd�d Ivv Id - ' ems- I ems_ ( 1 I �- I 122 2 3 r_ 4 [-� 126 Z (f5 129 130 131 132 - - - - _-_- - - - - - - - - - - - - - - - - - - - - _- _ _ - - - - - - - - - - - - - - - - - -__ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —\T T — — — — T' 7C%— — — — — — — — 7C — — — — — — — — — — — 7r 7 — — — — — — — — — — — — — — —�—�� T — — — — — T \%— — — — — — — — — — — — — -7�—�- — — — — — — — —\7`\ T — — — — — — — — — —� 7C T — — — — — — — — — — -� — — y4 u I1 lLl �1 = - - _ —I / ,yo " 1 � 4 n - - - - - - — — � J -L — — — — — — — — — — — — — — — - - - - — _ -- —y "— — — — II�—1I — li A/4u %H 34" a Ak 3/4" y it Awk Ahh� 1 1/4 II 1 001/III 00 1 1/ I 1 1/4 4 11/4 I I W 11/411 .�a 211 211 Y � N y � � Y ttrr—JJ11 VALVE A/4 VALVE # A/5 VALVE # A/6 _ SIZE:1" GPH: 1280 GPM:21 SIZE:1" GPH: 1284 GPM:21 SIZE:V GPH: 1280 GPM:21 _ NO. OF EMITTERS NO. OF EMITTERS CHAMBERS A VENUE d 0 SHRUBS 620 TREES 10 SHRUBS 620 15+00 16-f 00 TREES 11 SHRUBS 620 17+00 18+00 19+00 11iEES 1 N0. EMITTERS 20+00 I I k 1 i 21 00 -VOOMY/StE 0 -- - I ---- �i--- N LA NE POINT OF CONNECTIONaF . 1"water meter provided for landscape irrigation @ STA.21+80. Install - f I a 1"Febco 825YA reduced pressure type backflow device per EMWD E ` Landscape Guidlines. (SEE CIVIL PLANS FOR LOCATION) I AVAILABLE PRESSURE @ METER: 87.38 PSI DESIGN PRESSURE : 64.93 PSI 1 I 3 MAXIMUM DEMAND: 21.0 GPM CONTROLLER LOCATION : Install a Calsense ET2000-16-LR-DOME-RR-RB-SSER controller. I contractor to provide controller w/ 110V continuous power and make final hookups. (SEE ELECTRICAL PLANS FOR LOCATION) .................... .................... Verify enclosure size prior to purchase. Coordinate locations with EMWD Inspector prior to install. _.-....`. Contractor to contact Bob Moxley @ Calsense(714)920-2485 or (800)572-8608, to coordinate HUB location. cs UV 114 V 1lJ � Nd�d I, NV�d ! d� NV Id I ► I I I d I, N`d�d I' - I I I NV-ld r �- ! 140141 I I 42 o I rrw I 1 1! 133 1: 134 13 136 I I I I I W 0. W. ;'�� . � `� -%y,4 y R.0. W.R. I _- - - - - - - - - ,i �� _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t I y4n I I I I 1 I I .I 11 i I I I �� I .I = - - - - L— 1 = _- - - - - - _ = — J � n �- -- - - - - _ =1��� - - - - Tu= - - - - - � I- - - - - - - _ = I —J - - - �/ — — -- - - - - - - - - - - - - — — \�- - �I — — —i �- - - _ _ - - - - — J - - - �I - - - - - = - -I — �u - - - - - =. —I J - - - - _- - - 4coo It 31411 00 11/4 I I ® ® I ® 11/4 I I 00 11/411 11/411 r- n 2„ i 211 11/4 211 1I ; 2„ I 211 Z° Y I N Y I A VENUE 211 N VALVE # : A/7 VALVE A/8SIZE:1 GPH: 1046 GPM:17 CHAFIBERS SIZE:V GPH: 1050 GPM:17 21+00 NO. OF EMITTERS 22+00 23+00 O 24+00 NO. OF EMITTERS 25+0 26+00 1REES 13 SHRUBS 497 Q TREES 14 SHRUBS 497 ' Underground Service Alert Call: TOLL FREE O tSCALE 1 . 20' 1 -8 0 0 - - 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 p SHEET No. NOTE WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT C4THOLIC CHURCH IN SUN CITY 0.4 MICE'S NORTH 0 TRACT No. 50507 I.P.N O. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR ANOSC,tpf ' ' TNT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT CD UNTY OF RIVERSIDE 8 GRADING PERMIT HAS BEEN ISSUED ��Q�OFESSipyq� APPROVED BY: 1����aa pp�NA �'�c S 1 T E S C A P pp S NORM OF TNT OF MURRIETA RD AND LAAICAST£R DR, A. OT' y���'� �5���� ?�aZ �Gs yi� - Landscape 3195-8 AirportCA o Dive 57 FT. N/£ COR. OF ME RECTORY, 45 FT. EAST OF SCHEDULE A Costa Mesa, �; �� Z � ✓ /` �Q W Architecture (949) 644-9370 MURRIETA RD, 7 f7 SA OF ME N/E COR OF 6 FOOT NO. 33950 ALED A. THMAN DATE: * * & Planning FAX (714) 210-3140 BLOCK WALL, 2 FT, SET AS/E OF BRASS A P IN TOP OF POLE LANDSCAPE IMPROVEMENT PLAN OF '„9 SHEETS THE PR/liATE ARCH/TECT S/GN/A�' LTIESE PLANS /S RESPONS/BLE FOR * EXP. 06-30-06 R. 950 _sum CONCRETE POST LEVEL SS THE IN T IRRIGATION PLAN ASSUR/NG THE A=YR4CY AND ACCEPAB/L/7Y OF THE MNVN HEREON /N THE ELFNT OF D/SCREPANC/ES.AR/S/NG AFTER COUNTY APPROYYAL OR Q Richard Pol ha m u s, DUR/NG CDINS7RUCT/ON, THE PR/VA'TEARL'H/TECT S10LL BE RESPONS/8LE MARK BY DATE APPR. DATE JJ CIV1� �Q >q�3 a � �.�� License # 2782 ELEVATION: 1423.806' FOR AETERA//N/NG AN ACCEPTABLE SOLUT/ON ANO REtzI.SYNG THE PLANS qTF OF CA��F 4-OF �IYO PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUNTY FOR APPROVAL BY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMEND (BO ENGINEERING) DATE: CA,' RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JOHN LAING HOMES FILE No. 03-047 FILE No.9.37— ' - I I I � I I I I � z Nd1d I \ I I ( S I I e aC Nb/1d I r I i 1 C I I o II I I I I I I I ( II I I , W143 1145146147 1 - -1 I I 1 i I ' 148 150 i 149 151 I _ o R.0. W. 1 I I I 1 I i I W1 Y Y - — — - — — - — — - — — - — — - — — Y — - — - — — - — — - — — - - — — - — — — — - — - — — - — — - — — - — — - - — — . — — - — — - — — - — — — — - — — - — — - — — - — — - — — - — — — - — _- — — Y, Y- — — - — — - 1 rTl — — — - — — - — — - — — - — — - — — - — — — - — — - — — - — — - — — - — — - — — — - — — - — — - — — - — — - — T^ I�IIuI �/ I� ��o �/41 i I I�I �Y4II 4 I '�jl - - -1- 1-- - - - - - - - -L -1- - - - - - - - - - - - - - - - - -- -1- L - - - - - L -L. - - - - - - - - - - - � - - - - _ _ - - - - - - - - - _-�/� ��/{.it 00 411 11/411 I/4 I I 4 11/4 11 11/4 11 L^� II IZu 11/4 2" 2" 211 I IVALVE A/9 VALVE A/10 �/ SIZE:1" GPH: 992 GPM:17 SIZE:1" GPH: 1024 GPM:17 CHAMBERS A VE UE VALVE 6 SIZE:1" GPH: 105 GPM:18 N0. OF EMITTERS N0. OF EMITTERS N0. OF EMITTERS 27+00 TREES 7 SHRUBS 482 28+00 TREES 12 SHRUBS 488 29+00 ` O+00 TREES 12 SHRUBS 504 31+00 ' 30 0 ' 3� 0 32 00 LA `� 1 -. . .................................................................................I ..... 0 I _ ."'r' _ - - _ - - - - - - - _ - - - _ - - - - _ _ - _ - - - ( y% 11+00 1 1 � II i I II I I I ' I I >— — — — — — I I I I II 1 1 �>- - - - - - \ I II � i it Y (•1d0) 1 Of j dl NV­Id I + I ( id0) 1 ► i o� i dC N`d1d i I, Nd1d I - - - - - I >- - - - - - - 0i 111L IT . 1 ' - - w l l2 152 ,� T / \ 1 �j - - - � � - - ✓i \ �— T — — — — 7 — — — - -•�- -T— - - --- - - - _ ^-T=--- - - — _N T r= —____ - - - - - - - - - - - - - - - - - - - - - --.._._._ s� C� Y� y v v �,r / o ° M /4 \J M 1/411 - - - - -- - - ---4- - -- - - - - - - -- - - - - - - - - - ® w 1/411 11/411 �j4u 1 31-5 211 ' 211 11/4 I I 211 I 21 I VALVE # A/13 N Y N SIZE:1" GPH: 918 GPM:15 0 1 CHAMBERS A V ENUE TREES 1 ESHRUBS 437 32+00- o33+00 34+00 35+00 36+00 — — f — o — ( VALVE A/12 + — j SIZE:1" GPH: 852 GPM:14 36+19. 72 ' LI3-----J NO. OF EMITTERS � TREES 7 SHRUBS 412 Underground Service Alert 6 m m ......................... ..................... � 1 Call: TOLL FREE SCALE ,� —8 O 0 1"_20, ' w - - - 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CG1THOUC CHURCH IN SUN Cl1Ya4 MILES NORTH 0 TRACT NO. 30507 I.P.N0. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR V ANDSC,�pE INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT GRADING PERMIT HAS BEEN ISSUED �OQ��FESS�ONgI APPROVED BY: �����au I. POLy� �90 S 1 T E S C p E S NORTH OF INT. OF MURRIETA RD AND LANCASTER DR, COUNTY OF RIVERSIDE 9 2781 `G yiJ, - Landscape 3195-B Airport Loo Drive 57 FT N/E COR. OF THE RECTORY, 45 FT EAST OF P f �, costa Mesa, CA 9�s2s SCHED ULE A Architecture (949) 644-9370 MURRIETA RD, 7 IT SA OF THE N/E COR. OF 6 FOOT N0. 33950 KH D A. OT AN DATE: * —• * & Planning FAX (714) 210-3140 BLOCK WALL, 2 FT S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF ,9 SHEETS THE RAWATE AR01117ECT S/GN/NG THESE PLANS /S RESPONS/BLE FOR 11623732-E, SET A BRASS DISK IN THE TOP OF * EXP. 06-30-06 * R.C.E. 3 Richard Polhamus, ASSUR/NG THE ACCURACY AND ACCEPAB/L/7Y OF Th�E DES/GN HEREON. CONCRETE POST LEVEL N71N THE RQAD IGATION PLAN /N THE EY£NT OF aSCREPANC/ES AR/S/NG AFTER COUNTY APPROVAL OR 3 r \Q License 2782 1423.806' � ah # ELEVATION: DUR/NG CL7NSTRL/CT/ON, THE PRNATEARCH/TECT Sf�(ALL BE RESPON5m'- MARK BY DATE APPR. DATE JJ9� C1V1� �Q 9J. p,pp��' t�� FOR DETERW//NINO AN ACCEPTABLE SOLUT/ON AND REI�/S/NG THE PLANS F OF �AL�F - ���' F �� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUN FOR APPROVAL SY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMEND (BO ENGINEERING) DATE: OF cA�� RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VEST. N A JOHN LAING HOMES FILE No. 03-047 FILE No • PLANTING NOTES TREE & PLANTING NOTES: NOTE:LOCATE PLANTS SPACED EQUIDISTANT(D) FROM EACH OTHER AS SHOWN.D=AS NOTE:ALL PLANT BASINS SHALL WEED CONTROL All trees shall be located as follows: SHOWN ON PLANTING PLAN. RECEIVE A 4"LAYER OF FINISHED GRADE IN PLANTER AREAS • • • • • • APPROVED MULCH. WHERE PERENNIAL WEEDS EXIST ON SITE AT THE BEGINNING OF WORK,CLEAN AND REMOVE 2"BELOW TOP OF HEADER THESE EXISTING WEEDS BY MOWING OR GRUBBING OFF ALL PLANT MATERIAL.UPON - A min. of 25I from beginning of curb returns at any street intersection. NATURAL GRAY CONCRETE HEADER COMPLETION OF SOIL PREPARATION AND PLANTING OF ALL SPECIMEN TREES BEGIN WEED - 10' from light standard. WITH SMOOTH TROWEL FINISH • • • • • FINISH GRADE SLOPE ABATEMENT PROGRAM BY APPLYING: 100 POUNDS OF A COMMERCIA FERTILIZER,46-0-0,PER HEADER DIMENSIONS:6"X 6" VARIES,SEE PLANS L 1"RADIUS EDGE • • • • • ACRE AND PER MANUFACTURER'S SPECIFICATIONS.WATER ALL AREAS FOUR(4)TIMES DAILY FOR FOURTEEN(14)CONSECUTIVE DAYS UNTIL WEED SEEDS HAVE GERMINATED. CEASE - 5' from fire hydrants or utility enclosures. 1!BIELOW SHED TOP OFIHEADER TURFRCS • `III D_ • WATERING FOR THREE(3)DAYS. SPRAY A NON-SELECTIVE,NON-RESIDUAL, SYSTEMIC v2D 6" HERBICIDE TO ERADICATE GERMINATED WEEDS.LET THE WEEDS DIE WITHOUT IRRIGATION - A min, of 3' from sidewalk edge, face of wall or back of curb. =I FOR A MINIMUM DEPTH OF 1/4"INCH BELOW THE SURFACE OF THE SOIL..IF STUBBORN AND 2" 1 EDGE OF PAVING,WALK,WALL,ETC. I=I II I RESIDUAL WEEDS(I.E.BERMUDA)SHOULD PERSIST ERADICATION PROCEDURE SHOULD BE - For trees shown to be planted within parkway PLANT TABLET(SEE SPECS.) REPEATED. THE TYPE OF WEEDS THAT EXIST SHOULD BE IDENTIFIED AND COORDINATED WITH � p p y 5" 10"-12"THICK TILLED PLANTING BED / I=III=I I i AN APPROVED LICENSED PEST CONTROL ADVISOR TO ENSURE COMPATIBILITY WITH CHEMICAL less than 6 wide, center tree accordingly. =1 11=1 11=1 11=1 11=1 I I I I=1 11=1 11=1 11=1 1=1 11=_i 11- GROUND COVER _ _ AND SEASON OF APPLICATION. DO NOT USE MATERIAL OR METHOD THAT WOULD ADVERSELY , _ _ _ BACKFILL MIX I—III—III =1 I I I I I I=1 I I=1 I I-1 I I=1 I I III=1 I I=1 I I—III E I I I ,I INSTALL 4"THICK MULCH LAYER PRIOR (SEE SPECS.) —III=1 11= EFFECT NEW PLANTINGS, SLOPE STABILIZATION OR HYDROSEEDING. - No tree shall be planted in parkway less than 4 wide. —1 (—III—III—III I I—III—III—III i,I I TO PLANTING GROUNDCOVER III—III—� -III-1 I I-1 I I=1 I I III—I I(, .III-1 6"BASIN III—III=1 I. - Provide appropriate size linear "Deep Root" barrier l i III—I FINISH GRADE —I I=1 I 1=1 11- SOIL TEST —III—III—I for an tree planted with in 5' of hardsca a element, NATIVE OR AMENDED SOIL — `'''= `'`• - x` I I I—I I =III AFTER ALL SOIL HAS BEEN IMPORTED TO THE SITE AND ROUGH GRADING COMPLETED BUT y p p _ _ r - - — _ such as curbs sidewalks or walls. — =1 I I *� 111=III=I I I PRIOR TO SOIL PREPARATION,THE CONTRACTOR SHALL FURNISH A COPY OF THE SOIL TEST FOR#3 REBAR CONTINUOUS Q ` :*`` "^ 1 ENTIRE LENGTH OF HEADER - —————---_ � =1 • x m ;: ;l,. =III—III- AGRICULTURAL SUITABILITY AND FERTILITY PREPARED BY A CALIFORNIA ASSOCIATION OF I=1 i t=1 I=1 I I=1 I =1 11=) 1=1 1= o -111=1 I �'` :` ''; I i 1= • l 1—III-11—III—III— 11 __ F' PLANTING TABLETS AGRICULTURAL LABORATORIES MEMBER)TO THE CONTRACTING OFFICER. (SEE SPECS.) PLANTING BACKFILL UPON REVIEWING THE SOILS REPORT THE ARCHITECT MAY MAKE SPECIES SIZING LEGEND I I=III—III—III=1 I I=1 I—I 1— 3X ROOTBALL I PUDDLE AND SETTLE SUBSTITUTIONS TO THE PLANT LIST. x TO SET PLANT AT NOTE: AMENDED SOIL FINISH GRADE SOIL PREPARATION ALL GROUND COVER SHALL BE UNAMENDED SUBGRADE 4" POTS PLANTED 12"O.C. MACHINE ROTOTILL THE FOLLOWING AMENDMENTS INTO THE SOIL AT RATES INDICATED PER Indicates quantity ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates.Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this 1000 SF: (THESE RATES ARE FOR BID PURPOSES ONLY,ACTUAL RATES TO CORRESPOND TO 1 GALLON Indicates species work an;copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the CONTRACTOR'S SOILS REPORT). jurisdiction of the agency listed below. jurisdiction of the agency listed below. jurisdiction of the agency listed below. 4 CU.YDS NITROGEN STABILIZED SAWDUST 150 LBS, GYPSUM RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE 125 LBS STANDARD FERTILIZER 1 CONCRETE HEADER SLD010 2 GROUND COVER SLD009 3 SHRUB PLANTING ON SLOPE SLD007 DEEP ROOT BARRIERS PLANTING ALL TREES WITHIN 5 FEET OF ANY PERMANENT HARDSCAPE ELEMENT SUCH AS CONCRETE + WALKS,WALLS OR BUILDINGS SHALL BE PLANTED WITH AN APPROPRIATE SIZED ROOT BARRIER(UNLESS OTHERWISE NOTED ON PLANS). NOTE: NOTE:ALL PLANT BASINS SHALL 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE. RECEIVE A 4"LAYER OF 2. POSITION ROOT CONTROL BARRIER ADJACENT TO STRUCTURE. DECOMPOSED GRANITE APPROVED MULCH. 3. RAISED ROOT DEFLECTORS MUST BE FACING PLANTED AREA. 4. BARRIER SHALL EXTEND A MIN.OF 8"BELOW BOTTOM OF HARDSCAPE. ALL SHRUB AND GROUNDCOVER AREAS EXCEPT FOR HYDROSEEDED AREAS 5. PROVIDE A MIN.OF 10 FEET OF ROOT BARRIER PER TREE. SHALL BE TOP DRESSED WITH A 3"LAYER OF 3/8"PALM SPRINGS GOLD DECOMPOSED GRANITE, 6. ROOT BARRIER SHALL BE A MIN.OF 18'BELOW GRADE ON WALK SIDE. FINISHED GRADE IN TURF OR 7. ROOT BARRIER SHALL BE A MIN.OF 24"BELOW GRADE ON CURB SIDE. TO BE COMPACTED AND CONCRETE TREATED WITH 100LBS. OF CEMENT PER TON OF DECOMPOSED PLANTER AREAS NOTE:DETAIL FOR INSTALLATIONGRANITE.AVAILABLE THROUGH SOUTHWEST BOULDER&STONE(800)540-1147 OR EQUAL. ` ' � ` OF ROOT BARRIER (SUBMIT SAMPLE FOR APPROVAL) INSTALLATION REFER TO TREE INSTALLATION BOULDER,SEE LANDSCAPE DRAWINGS DETAILS FOR TREE SPECIAL NOTE INSTALLATION ` SCREEN TOP 6"OF TOP SOIL 3/4"MINUS. MAINTAIN TURF FREE AREA 12'FROM TRUNK 213 6"BASIN IN G.COVER THICOKN SSLDER PLANTING LEGEND BACKFILL MIX 3"BASIN IN LAWN 1/3 OF BOULDER CONCRETE CURB (SEE SPECS.) FINISH — — — I THICKNESS GRADE — — — — CONCRETE -I I I—III—)I I—III—III—III—_—_ _ _ _ _ BACKFILL MIX SIDEWALK SYMBOL KEY BOTANICAL NAME COMMON NAME COMMENTS SIZE QUANTITY �—III=III—III=III—I 11=1 I I—I I M I I—III—III=III- (SEE SPECS.) =1 I I—I I I—I 11=1 11=1 11=1 11=1 I I—I 11=1 I I—I 11=1 11=_I TREES 11 _ —1 1 .a •< ?1. `.r� i l 1— —i I I-111—)11-11-111-1 1— 1 I- 1—III- 1— FINISH GRADE PLANTING TABLETS NATIVE OR AMMENDED SOIL ` O COMPACT SOIL UNDER BOULDER TO (SEE SPECS.) — i— PREVENT SHIFTING OR SINKING 7 7 —III=III=III=III=III=III=III- PLANTING BACKFILL -III ti+?' III= ROOT A La erstroemia indica 'Nitchez' Crape Myrtle White MULTI 15 GAL 10 PUDDLE AND SETTLE NOTE: I— s_:b >�' =1 BARRIER g p J" TO SET PLANT AT — — — TYP. 3X ROOTBALL FINISH GRADE BOULDER SIZE AND TYPE SHALL BE VERIFIED WITH AGENCY REPRESENTATIVE )I = _ - . I I I PRIOR TO PURCHACE. N BOULDER LOCATIONS SHALL BE VERIFIED WITH AGENCY REPRESENTATIVE 1 0 B Olea Europaea 'W11son11' Wilson Olive STD 15 GAL 40 PRIOR TO PLACEMENT. NOTE: ROOT BARRIERS SHALL BE"BIO-BARRIER" MANUFACTURED BY TARGET SPECIALTIES,INC.SAN BACKFILL DIEGO,CALIFORNIA 7,P ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this ©copyright 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this C Parkinsonia aculeata Mexican Palo MULTI 24" BOX 37 work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the v jurisdiction of the agency listed below. jurisdiction of the agency fisted below. jurisdiction of the agency listed below. RIVERSIDE CSA NOSCALE RIVERSIDE CSA NO SCALE RIVERSIDE CSA NO SCALE t D Geij era parviflora Australian Willow LOW 36" BOX 14 4 SHRUB PLANTING SLD006 5 BOULDER INSTALLATION SLD012 6 ROOT BARRIER SLD005 E Washingtonia robusta Mexican Fan Palm STD 24" BOX 55 NOTE:ALL PLANT BASINS SHALL NOTE:ALL PLANT BASINS SHALL LODGEPOLE PINE STAKE RECEIVE A 4"LAYER OF LODGEPOLE PINE STAKE RECEIVE A 4"LAYER OF SHRUBS TREE TRUNK APPROVED MULCH. TREE TRUNK APPROVED MULCH, TREE TIE,NAIL TO STAKE TREE TIE,NAIL TO STAKE ® 1 Agave americana Century Plant 15 Gal 57 FINISH GRADE,SLOPE ® 2 Agave vilmoriniana Octopus Agave 15 Gal 148 ` . VARIES,SEE PLANS `TREE TIE TREE TIE 3 Aloe barbadensis (yellow) True Aloe 5 Gal 246 DETAIL DETAIL 4 Caesalpinia pulcherrima Barbados Pride 15 Gal 11 6 - IS 5 Echium fastuosum Pride of Madrid 15 Gal 59 - I I F ' -D 6 Helictotrichon sempervirens Blue Oat Grass 5 Gal 0 LODGEPOLE PINE (1 I— LODGEPOLE PINE STAKES,10 FT STAKES,10 FT Q 7 Kniphofia uvaria Red hot Poker 5 Gal 197 LONG,2 REQUIRED IRED - —I 1 I-1 I I LONG,2 REQUIRED MAINTAIN TURF FREE O CINCH TIE,SECURED 12' 12" —)I I—III CINCH TIE,SECURED 12" 12" AREA 12"FROM TRUNK TO STAKE WITH MIN. MM III—III TO STAKE WITH MIN. MIN. 8 Lantana montevidensis Spreading Lantana 1 Gal @ 36" o.Ci. 452 GALVANIZED NAILS III—III= GALVANIZED NAILS 6"BASIN IN G.COVER BACKFILL MIX ( 1-111—I I BACKFILL MIX 3"BASIN IN LAWN (SEE SPECS.) I—III—III- (SEE SPECS.) FINISH ® 9 Leucophyllum laevigatum Chihuahuan Sage (Texas Ranger) 5 Gal 321 3"DRAIN CAP =1 I I—I I I=1 3"DRAIN CAP GRADE 10 Pennisetum setaceum Fountain Grass 5 Gal 953 — x 11 Phormium tenax 'Bronze Baby' New Zealand Flax (Reddish) 5 Gal 115 ,• — = —I PLANTING TABLETS 0 1111 = I PLANTING TABLETS =1 - (SEE SPECS.) - _ _ — `=1 = (SEE SPECS.) 12 Rosmarinus o. 'Prostratus' Dwarf Rosemary 1 Gal @ 36" o.c. 1280 iv PLANTING BACKFILL PLANTING BACKFILL 3"PERFORATED PUDDLE AND SETTLE W PERFORATED PUDDLE AND SETTLE 13 Salvia greggii Red Salvia 5 Gal 163 PVC PIPE&SLIP TO SET PLANT AT PVC PIPE&SLIP TO SET PLANT AT CAP W/GRAVEL PER 3X ROOTBALL I FINISH GRADE CAP W/GRAVEL PER 3X ROOTBALL �f FINISH GRADE PLANTING PLAN F PLANTING PLAN I� �'���"�°�, 14 Delosperma cooperi Ice Plant 4't pots @ 12" o.c. 1425 Underground Service A c copyright 1999 Sweeney&Associates,Inc--The pictorial and graphic expressions displayed with this c co ri ht 1999 Sweeney&Associates,Inc.-The pictorial and graphic expressions displayed with this g Alert O Y P 9 P PO PY 9 Y P 9 P P work are copyrighted under the laws of the United States,and shall be used only on projects under the work are copyrighted under the laws of the United States,and shall be used only on projects under the DECOMPOSED GRANITE jurisdiction of the agency listed below. jurisdiction of the agency listed below. 3" Compacted layer of+/- 3/8" 'Palm Springs Gold' stabilized decomposed granite. o Call: TOLL FREE RIVERSIDE CSA NOSCALE RIVERSIDE CSA NO SCALE ALL Available through: Southwest Boulder& Stone DOUBLE STAKE TREE ON SLOPE SLD002 Q DOUBLE STAKE TREE AREAS (800) 540-1147 1 -800 7 DO 5 GAL., 15 GAL., 24" BOX v 5 GAL., 15 GAL., 24" BOX SLD001 See Elevation on sheet L-2 — 227 2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH 0 T R,A C T N O. 30507 I.P.N O. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR �O D S CA pF ' ' ' INT. OF MURR/ETA RD AND CHERRY HILLS RD, 204 FT GRADING PERMIT HAS BEEN ISSUED Q�OFESS/�,yq�F APPROVED BY: Q, Q pplH4 ./,pc 5, T 5, C ,A P S NORTH OF INT. OF MURRIETA M AND LMICASTER DR, CO UNTY OF RIVERSIDE 10 oT �y y c v� yi Landsca a 3195-B Airport Loop Drive 2182 .r � l p Architectu Costa Mesa, CA 92626 57 FT. N/E COR. OF 1HE RECTORY, 45 FT. EAST OF SCHEDULE A re MURRIETA RD, 7 FT. S/E OF TH£ N/E COR. OF 6 FOOT ( 4) 210-340 943 BLOCK WALL, 2 Fr S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF '9 SHEETS THE PRAiATE ARCHITECT S/GN/NG THESE PLANS IS RESPGNS/8LE FOR NO. 33950 K ED A. AN DATE: * - * & Planning FAX ASSURING THE ACCURACY AND ACCEPAB/L/TY OF THE 61E3/GN HEREON * EXP. 06-30-06 * R.C.E. 3950 ,�1623732-E, SET A BRASS DISK /N THE TOP OF PLANTING DETAILS Richard Po I h a m us, CONCRETE POST LEVEL WITH THE R040 s /N THE EVENT ac D/SCREPANONES ARISING AF/FR COUN7YAPPRO11AZ OR 1423.806� NOTES & LEGENDS DURING CONSTRUCTION, THE PR/i/ATEARCH/TECT SHALL BE/r'ESPONS/BLE MARK BY DATE APPR. DATE Jf CIVIC �Q l'q owh �� License # 2782 ELEVATION: FOR bfMAWINING AN ACCEPTABLE SOLUTION AND REYI.SWG THE PLANS qTF OF CA�1F��� 4-�Q Tt� �' �� PREPARED BY: R.L.A. NO.: SCALE: FOR: ARCHITECTS COUNTY 4 17 FOR APPROWL SY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMEND ( ENGINEERING) DATE: OF CA`'\ RP, MM, RD, BE DATE: 10/19/04 HOW.As SHOWN VERT. N A JOHN LAING HOMES FILE No. 09-047 FILE No.? V i LI IT F Y Y ONO ' I � MATCHLINE SEE BOTTOM LEFT I I \ o l • � � i I > -- { II i , { I I I L DSCAPE A{ II I IMPROVEMENTS - - - - - - - - - - - - - - - - - - - - - - - FOR MURRIETA I k _ I ��' ROAD. SEE I I < I 1 S CTION A ON 1 SET 17 oil I ', PLANT LEGEND SYMBOL KEY BOTANICAL NAME COMMON NAME COMMENTS SIZE QUANTITY • I { Q TREES II 11 n '�) I • I A Lagerstroemia indica 'Nitchez' Crape Myrtle (White) MULTI 15 GAL 10 I y j I _ , \ • B Olea Europaea 'Wilsonii' Wilson Olive STD 15 GAL 40 32' — IK 18 , � _ { 32 �- I v C Parkinsonia aculeata Mexican Palo MULTI 24" BOX 37 � W o i R. I R.Of W. . tips Geijera parviflora Australian Willow LOW 36" BOX 14 1112 E Washingtonia robusta Mexican Fan Palm STD 24" BOX 55 z i I / n II DECOMPOSED GRANITE I ' 3" Compacted layer of+/- 3/8" 'Palm Springs Gold' stabilized decomposed granite. ALL Available through: Southwest Boulder & Stone - - � - - - - — - - — - - — - - — - - — - - — - AREAS - — � { (800) 540-1147 • I I I ' { I See Elevation on sheet L-2 I I _ I i Z o lqql- . I i III I � 118 1 119 1 120CIA 009 A I I I W O - - �...Y Y�Y Y, _ - - - 1 A Ary � � W W ZJ O LANDSCAPE 10f 00 1+0 12+( IMPROVEMENTS 1 — + I FOR CHAMBERS — 1 — L j— — AVENUE. SEE CHAWBERS A VENUE - SECTION B ON SHEET 17 _ 0 10+00 11+00 12+00 13+00 14+00 f 1 1 i Underground Service Alert cs +A NOTE.- ALL STREETLIGHTS SHOWN ON LANDSCAPE PLANS ARE FOR -� 4 , = a. REFRENCE ONLY TO SHOW PROXIMITY TO STREET TREES. � � � � a � " " Call: TOLL FREE ACTUAL LOCATIONS OF THE STREETLIGHTS ARE PER THE SCALE 6 �.m CIVIL ENGINEER'S PLANS (TYP.) — 1"_20' n M = - - 800 � � 22�-2600 MAT S E TOP RI � SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOUC CHURCH IN SUN CITY a MILES NORM Of TRACT NO. 3O5O7 �.f.l�lo. 04O04O COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR O`pN D S C.IPF ' ' INT. OF MURRIETA RO AND CHEWY HILLS RD, 204 fT q GRADING PERMIT HAS BEEN ISSUED Q�OFESS/�,y APPROVED BY: QE ppL .� S T E S ri ,� P E s COUNTY OF RIVERSIDE / �D 9l ~� ��pD �`9cy 3195-B Airport Loo Drive NORTH OF INT. OF MURRIETA RD AND LANG4STER DR, OT F� `� a - Landscapepp 57 fT. N/E COR. OF THE RECTORY 45 FT. EAST OF P� 2782 Costa MesaCA 92626 ' SCHED ULE A �, �� y �, •,!l(� 0 S-- 4 'k Architecture MURRIETA RD, 7 fr S/E OF THE N/E COR. OF 6 ft�T r (949) 210-3140 BLOCK WALL, 2 FT. S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF '9 SHEETS THE PRIY4IFARCH/TECT SA9NING THESE PLANS 7S RESPOA/S/BLE FOR N0. 3330- KH D HMAN DATE: * * & Planning FAX (714) 210-3140 11623732-E, SET A BRASS DISK 1N THE TOP OF ASSURING 7A7EACCURACYANO ACCEPAB7L/7Y OF 17W OESION HEREON * EXP. 06-30-06 * R.C. . 50 _WRIU�� Richard Polhamus, CONCRETE POST CEYEL WITH THE ROAD TREE & GROUNDCOVER PLAN 7N THE EYFNT OF AISCREP-"C/ES AR/S/NG Af7FR COUNTY ARRAVIIAL OR \Q License 2782 1423.806' oURiNG CaUSTRUCT7M THE PRNATE ARCH/TECT.5�WZ BE RESPONSYBLE C1 V 1 �' a # ELEVATION: MARK BY DATE APPR. DATE Jqj ��Q '4T ' �� FOR DE7ERM/N/NG AN ACCEPTABLE SGLUT/0N AND REYIS/NG THE PLANS FQF Cp�1�� /�I `5- 05 F OF ��� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUNTY FOR APP15'OIiAL BY THE COUNTY ARCHITECT REVISIONS COUNTY RECOMENDED (BOYL ENGINEERING) DATE: CA`' RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JOHN LAING HOMES FILE No, 03-047 FILE No. ,� 1 1 � 1 i IV V Id 121 122 123 � I 1 1 I I � ' E 124 I I 1256 1 ► III1 I i 1291I 131 1 132 I I I I I I I - o w UF-0 �-It i ; 0. W. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '-::- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - -_- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —_- - -_- - -_ _- - - - - - - � T-/- - - - - - - -\ T - - - - - - - - - - - -\l� - - - - - T 7C% - - - - - - � '7� - - - - - - - 7C - - - - - - - - - - - -\-T T - - - T �\%- - - - - - - - - � T-/- - - - - - - - - -7� T - - - - - - - - - � 7C' T - - - - - - - - � -7\- Y� Y Y� Y Y�-._Y Y _Y Y�_Y Y� * Y� Y YY Y Y ' _ W W ' ' W - CHAMBERS A VENUE C� 15+00 16+00 1/+00 18+00 19+00 20+00 ' I I T- 21+00 -1VOONRISE I N LANE _ f 111 i fj t� -Al I .................... .. ................... SSS t� I uv ivv iu _ A i i i I d L NV d I Nb'�d ! d-V NV d L NV71d I Nb�d 3N I i I `d�d �J� NV d I 142 W I i 1 1 I I 140 141 I I133 1 1 � I i 134 1135 1136 1 W R.0. W. 0. W. 'I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — Ye-...Y Y Y e Y •Y _ • • _Y • / \ Y Y Y e _Y r Y w i�i i i • i i� i _ / \ is si '�i i^"; is i - - L � - - - - - - - - - - - - - - � - - - - E� - L l - - - � - - - - - - - - - _- - - 00 00 �1 N N CHAMBERS A VENUE 21+00 22+00' 23+00 0 24+00 25+OT 26+00 o - - - - - -� - - � - - + - - - - } - o - � - - - -�- - - - - - - - �-- - - - - - - + - i Underground Service Alert NOTE: { ,' ALL STREET LIGHTS SH0%7V ONLAN➢SCAPE PLANS ARE FOR '- E ® -- t - ., _ k _ : . • - ;; - a - .; o Call: TOLL FREE REFRENCE ONLY TO SHOW PROXIMITY TO STREET TREES. - a ACTUALLOCATIONS OF THE STREET LIGHTS ARE PER THE SCALE � .-� � — QUO 0 CIVIL ENGINEER'S PLANS (TYP.) 1,�_20, ' _ _ _ - - - 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEEP No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOUC CHURCH IN SUN CITY 0.4 MILES NORTH OF TRACT NO. 30507 �.P.NO. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR *V l ss/0 APPROVED BY: �Q 0 W O S C Al pt INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 17 GRADING PERMIT HAS BEEN ISSUED V Q �9l `�� ��t A. P D(N* -F S I T E S C A P E S NORTH OF INT. OF MURRIETA RD AND LANCASTER DR, CO UNT Y OF RIVERSIDE 12 2782 �� y�J, _ Landscape 3195-B Airport Loop Drive 57 FT. N/E COR. OF THE RECTORY, 45 FT. EAST OF AowCosta Mesa, CA 92s2s SCHED ULE A W Architecture (g49) s44-9370 MURRIETA RD, 7 FT. S/E OF THE N/E COR. OF 6 FOOT q a BLOCK WALL, 2 FT S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN of / 9 SHEETS r NO. 33950 KH D A. OT N DA E: * _ * & Planning FAX (714) 210-3140 THE PR/l�ATE ARCH/TECT S/GN/NG THESE PLANS /S RESPONS/BLE FOR 11623732—E, SET A BRASS DISK /N THE TOP OF * EXP. 06-30-06 R.C.E. 9 3_9�� CONCRETE POST LEVEL WITH THE ROAD TREE & GRO UNDCOVER PLAN ASSUR/NG THE ACCURACY AND ACCEPAB/L/TY OF THE OES/GN HEREON. Richard Po I ha m us, /N THE EYFNT GV O/SCREPANC/ES AAMING AFTER COUN7YARRA19VAL OR Sn- p�� \Q License # 2782 ELEVATION: 1423.e06' OUR/NG CONSTRUCT/ON, THE IWIMI-E ARCH/TECT SIOLL BE RESPOAMMF MARK BY DATE APPR. DATE slg j C I V 1 t ��Q q�, �� FOR OE7E7�M/N/NG AN ACCEPTABLE SOZ090N AND Rfk7S/NG THE PLANS F OF CNL\� � F OF CAL � PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUN FOR A1*MYAL BY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDED (BO ENGINEERING) DATE: RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A dOHN LAING HOMES FILE No. 03-047 FILE No �JC NV-1d ! ► i - ' Z NVId ' I w 1 1 i ► ► * ' dC Nb1d ► - ►--� I 1 Q �I I 4 I146 I147 I w l 1 i —I 1 I , , 148 i 149 ►w ' ►150 1 1 1 I 151 I 1 R.0. 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I ' N N CHAMBERS A VENUE ' 32+00 00 33+00 34+00 35+00 36+00 0 36+19. 72 1 Underground Service Alert NOTE: ALL STREET LIGHTS SHOWN ONLANOSCAPE PLANS ARE FOR Call: TOLL FREE REFRENCE ONLY TO SHOW PROXIMITY TO STREET TREES. = ' " " " . w ' ' o _' s a I ACTUAL LOCATIONS OF THE STREET LIGHTS ARE PER THE SCALE CIVIL ENGINEER'S PLANS (TYP.) '„_20, 14= 1 —8 O O - - 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT GI THOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF TRACT N o. 30507 1.P.N O. 040040 COMMENCE MIT A ENCROACHMENT PERMIT AND/OR Q AN D S C4 pF ' ' INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT. COUNTY OF RIVERSIDE 13 GRADING PERMIT HAS BEEN ISSUED Q\iOFESSlO,y APPROVED BY: ��. � �, p ,� S 1 T E S (� A P E S �Q NORTH OF INT. OF MURRIETA RD AND LANGASMR DR, vG yi - Landscape 3195-8 Airport Loop Drive 57 FT. N/E COR. OF THE RECTORY 45 FT. EAST Of 2�82 � � I costa Mesa, CA 92626 � SCHEDULE A O 'k Architecture (g49) 644-9370 MURRIETA RD, 7 FT. S/E OF THE N/E COR. OF 6 FOOT W BLOCK WALL, 2 Fr S/E OF A POWER ALE LANDSCAPE IMPROVEMENT PLAN OF Q SHEETS N0. 33950 � K ED A MAN DATE: * * & Planning FAX (714) 210-3140 �✓ THE IWYATE ARCHITECT SI /NG THESE PLANS /S RESPONSIBLE FOR 11623732-E, SET A BRASS DISK IN THE TOP OF * EXP. 06-30-06 * R.C.E 3_q^ff �. TREE & GRO UNDCOVER PLAN ASSURING THE ACCURACY D A=FRAB/L/7Y OF THE OE.S/GN HEREON. Richard Po I h a m u s, CONCRETE POST LEVEL WITH THE ROAD /N THE EVENT OF D/SCREP C/ES AR/S/NC AFTER CDUN7Y.4PPA32{�AL OR �j� ME �Q License # 2782 ELEVATION: 1423.806' OUR/NG CONSTRUCAON, TN PRNAT£ARCH/TECT ShG9LL BE RESPoNS/6�E MARK BY DATE APPR. DATE Jf O��I� �F� q �� FOR OETERM"AV AN ACC TABLE SOLUTION ANO RtWS/NG' /7vf-PLANS gTFOF CAL�F� �F °� �� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: SHOWN VERT. N A FOR: ARCHITECTS FCOUNNTY.937� FOR APPRl9YiAL BY THE CD NTY. ARCHITECT REVISIONS COUNTY RECOMENDE (BOYL NGINEERING) DATE: OF CA�� RP, MM, RD, BE DATE: 10/19/04 �- JOHN LmNG HOMES FILE No. 03-047 o i LL,L,TOz _ _ _ _ _ ___ PLANT LEGEND ~ - - _ - - - SYMBOL KEY BOTANICAL NAME COMMON NAME COMMENTS SIZE QUANTITY ol' -7-' l SHRUBS { — — — — — — — — ® 1 Agave americana Century Plant 15 Gal 57 ' I MATCHLINE SEE BOTTOM LEFT ® 2 Agave vilmoriniana Octopus Agave 15 Gal 148 / T 0 3 Aloe barbadensis (yellow) True Aloe 5 Gal 246 i , r ' z ® 4 Caesalpinia pulcherrima Barbados Pride 15 Gal 11 o ! I I I ° I 5 Echium fastuosum Pride of Madrid 15 Gal 59 a_ 6 Helictotrichon sempervirens Blue Oat Grass 5 Gal 0 14 I >- { 7 Kniphofia uvaria Red hot Poker 5 Gal 197 , I I { CD 8 Lantana montevidensis Spreading Lantana 1 Gal @ 36" o.c. 452 I ® 9 Leucophyllum laevigatum Chihuahuan Sage (Texas Ranger) 5 Gal 321 >---_ , p� I ® 10 Pennisetum setaceum Fountain Grass 5 Gal 953 0000 I00000 -- 1 Q17�1 Phormium tenax Bronze Baby New Zealand Flax (Reddish) 5 Gal 115 I ' 12 Rosmarinus o. 'Prostratus' Dwarf Rosemary 1 Gal @ 36" O.C. 1280 I I I J 13 Salvia greggii Red Salvia 5 Gal 163 I I ° o0 I 154 I ° CL 14 Delosperma cooperi. Ice Plant 4" pots @ 12" o.c. 1425 ' I c I I 14 1 5 I I i 131 I { ! I I 12 ! I 32 j �>----� — { 32 SIZING LEGEND I R.�. W. ! I® R.01 W. ' I I , � ii I ,e" e I II I { � 41' POTS ® I e" Indicates quantity 14 ( I i z e -� I GALLON Indicates species Q I I n I { f s °1 1 • I v o• , I - — - - — - - — - - — - - — - - — - - — - - — oovov 1 I r 7T, o° { 1 I { ' ' ' I ' I I L J II I _• Q ° \ J o0007 o I °°..= I i I / \ \ o 116 I 3 I I I I 7 ( 120 r--a ° ° I 119 I i l ° ° \ — _ 8 - + 1 — — I ° - - - - - ��\— _R.O. 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OF MURRIETA RD AND LANCASTER DR, CO UNT Y OF RIVERSIDE 14 V A- OT F� �� 2782 �Gs yiJ, — Landscape 3195-8 Airport Log Drive 57 FT. N/E COR. OF THE RECTORY 45 FT. EAST OF ll Costa Mesa CA 92626 SCHEDULE A Architecture MURRIETA RD, 7 FT. S/E OF 7HE N/E COR. OF 6 FOOT (949) 644-9370 THE PR/1�ATE ARCH/TECT S/GN/NG THESE PG4NS /S RESPONS/BLE FOR BLOCK WALL. 2 Fr S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN OF 1 9 SHEETS ASSUR/NG THE ACCURACY AND ACCEPAB/L/TY OF THE DESIGN HEREOA/. * EXP�06330�06 �' KH R.C.EA3 0 N DATE: * _ _o� >k & Planning FAX (714) 210-3140 �I�,�732—E, SET A BRASS DISK !N THE TOP OF IN THE fWNT OF D/.SCREPANC/ES AR/.S/NG AFTER COUNTYAPPROi�AL OR Richard Polhamus, CONCRETE POST LEVEL Wl1}! THE ROAD SHRUB & VINE PLAN DUR/NG CaNSTRUClION, THE PR/IiATEARCH/TECT SHALL BE RE.SPONS/BLE MARK BY DATE APPR. DATE CIvI\� \F� q WE ELEVATION:�p �1� License � 2782 1423.806 FOR DETEW/N/NG AN ACCEPTABLE SOL4177ON AND ArWS/NG THE PLANS qjF OF CA1�F��� X1A �F �0�` t�0� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR APP14bl�AL BY THE COUNTY ARCHITECT REVISIONS COUNTY RECOMEND D (BOYL ENGINEERING) DATE:' ' OF CAI RP, MM, RD, BE DATE: 10/19/04 HORMAS SHOWN VERT. N A FOR: ARCHITECTS COUN AW JOHN LAING HOMES FILE No. 03-047 FILE No. L a 6 N b'�d c� , ' 1 1 i I I ° i I Ise I i �.� i -V Nd�d I I Iv v Id I I I H 122 1 121 123124 125 1261 1 1 1 1 ' 12 1 z 1 129 1 1 ,50 1 ,51 132 o W II 1 i ' t R.0. 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'W ° ° ° ° R.O W' . 1 t 1 FTA O rINN °v'v'v°v°v°vvv I- S 1'_(�lYlllr(�Yn/1 r- 85 40 6-3 12 $ 8 102 68 Q� 12 N 12 N 12 - CHAMBERS A VENUE 27+00 22+00 23+00 0 24+00 25+0 26+ o 00 I - — — — - -� — — +-- - — { — — — — — o — - — - -- - - - — — — — — — �— — — � — — — I m Underground Service Alert am ... .......... A Call: TOLL FREE SCALE _ 1 1 8 0 0 � � � 227-2600 SHEET KEY TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT G41HOLlC CHURCH IN SUN CITY 0.4 MILES NORTH TRACT N O. 50507 �.P.N®. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR Nq �,p�a SDP�APF,� S I T E s C A P E S INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT COUNTY OF RIVERSIDE 5 GRADING PERMIT HAS BEEN ISSUED QR�FESS1� APPROVED BY: �. 0 A. l F ~� ��'�° y�v icyeon � 3195-8 Airport Log Drive NORTH OF INT. OF MURRIETA RD AND LANG{STER OR, V OT ��i cry 2782 as �J, - Landscape Costa Airp CA g Dr 57 FT. N/E COR. OF THE RECTORY, 45 FT. EAST OF SCHED ULE A W `'� 'I`, Architecture MURRIETA RD, 7 FT. S/E OF THE N/E COR. OF 6 FOOT 2 - (949) 644-9370 BLOCK WALL, 2 FT. S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN of 19 SHEETS THE PA WATEARCH/TECT S/CN/NO THESE PLANS /S RESPONS/BLE FOR NO. 33950 K ED MAN DATE: * * & Planning FAX (714) 210-3140 11�3732-E, SET A B/" DISK IN THE TOP OF * EXP. 06-30-06 * R.0 0 _ CONCRETE POST LEVEL M7TH THE ROAD SHRUB & VINE FLAN ASSUR/NG THE ACCURACY AND ACCEPAB/L/lY OF 7HE QES/GN HEREON. Richard Po I h a m u s, /N THE EWNT OF Q/SCREPANC/ES AR/S/NG AFTER COUNTY APPROIVAL OR f Q 3 BAN License # 2782 ELEVATION: 1423.806' DUR/A49 CONSTR110MV,, THE PRIVATE ARCH/TECT S10LL BE RESPONS/�E MARK BY DATE APPR. DATE J19I Ol V I�- �Q ,4T � �� FOR &-'7Fh11//N1AV AN ACCEPTABLE SOLUT/ON AND REY/S/NG THE PLANS FOF CAL\F� ��'�'- F �� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: SHOWN VERT. N A FOR: ARCHITECTS COUNTY � FOR APR900AL BY THE COUN7K ARCHITECT REVISIONS COUNTY RECOMENDED (BO ENGINEERING) DATP: OF C0 RP, MM. RD, BE DATE: 10/19/04 �— JOHN LAING HOMES FILE No. 03-047 FILE Nog �2 NV-ld ,. r` Z Nd­d `/y 143 144 145 146 147I148 149 151 R.O. W. 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OF""ETA RD AND CHERRY HILLS RD, "4 FT COUNTY OF RIVERSIDE � 6 GRADING PERMIT HAS BEEN ISSUED e� �9l �V 16ao A. paly4 1pc S 1 T E S C p S NORTH OF ANT. OF MURRETA RD AND LANG4S7ER DR, 2782 t•G yip, - Landscape 3195-B Airport Loop Drive 57 FT. N/E COR. OF THE RECTORY 45 FT. EAST OF P Costa Mesa, CA s2s26 SCHED ULE A ,.} Architecture (949) 644-9370 a BLOCK WALL,RRIETA 'z FT Si OF A POW OF THE ER of 6 FOOT LANDSCAPE IMPROVEMENT PLAN of SHEETS THE PRNATEAAlCH/TECT S/ON/NO THESE PLANS /S RESPGWS/SLE FOR NO. 33950 KHA A. OTH DATE: * -_._.. * & Planning FAX (714) 210-3140 11623732-E, SET A BRASS DISK IN THE TOP OF ASSZIA�/A/O THE ACCURACY AND ACCEPAB/L/TY OF THE DESYON HEREaV. * EXP. 06-30-06 * R.C.E. 9 SHRUB & VINE PLAN IN THE EVENT OF D/SCREPANC/ES AR/S/NO AFTER COUNTY APPAVVAL Ol? ?, 1_.�' Richard Polhamus, CONCRETE POST LEVEL N91H THE RAAD _ License # 2782 ELEVATION: 1423.806' DUA'/A/G CDNSTRUCTION, THE PRNATE ARCH/TECT ShfALL aF/?ESPY)NS/&E MARK BY DATE APPR. DATE JT9�, CIV1, FOR GI WWIN/NG'AN ACCEPTABLE SOLUTKIN AND REYISYNO THE PLANS F •�' PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: JARCHITECTS COUNTY FOR APPROON BY NYE- COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDED (BOYL ENGINEERING) DATE: OA1' RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JOHN LAING HOMES FILE No. 03-047 FILE No. �'� ih ' . A' tr SIDEWALK �,i 3 � .♦ t F�'i 1 ROAD CURB&GUTTER FINISH GRADE 2"BELOW �- �?, �`� � i iL TOP OF SIDEWALK .f 3"LAYER OF COMPACTED DECOMPOSED GRANITE i 32' 18' R.O.W. PROPERTY CL LINE MURRIETA ROAD SECTION A - MURRIETA ROAD SCALE: 1/4"=1'-0" 4 t% t, Z. '•Ki �l I SIDEWALK FINISH GRADE 2"BELOW CURB&GUTTER ROAD TOP OF SIDEWALK 32, 3"LAYER OF COMPACTED i DECOMPOSED GRANITE 1 S' 32' PROPERTY R.O.W. LINE CHAMBERS AVENUE SECTION B - CHAMBERS AVENUE SCALE: 1/4"=1'-0" Underground Service Alert Call: TOLL FREE 1 —800 227-2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH IN SUN CITY a4 MILES NORTH Of T R,4 C T lV O. 30507 �.P.NO. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR OFESS/� APPROVED BY: ����NDSC,ipC, ,9 INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT. GRADING PERMIT HAS BEEN ISSUED ��� p o�q� \�� �0.10 roL IV 4pcyi - S ndscar 195-B(Airport Lopop Drivs NORTH OF INT. OF MURRIETA RD AND LANCASTER DR, CO UNTY OF RIVERSIDE 17 2782 �' p Costa Mesa, CA 92626 57 FT N/E COI. OF�E RECTORY, FT EAST OF SCHED ULE A W Architecture (g49) 644-9370 MURRIETA RD, 7 FT. S E OF THE N COR. OF 6 FOOT 1 9 SHEETS 6 /d BLOCK WALL, 2 FT S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN of THE PR1107FARCH/TECT SVN/NG THESE PLANS /S AYS-FENS/BLE FOR NO. 33950 KH D A. OT IAN DATE: * * & Planning FAX (714) 210-3140 11623732-E, SET A BRASS DISK IN THE TOP OF ASSUR/NG THEACCURACYAN,0 ACCEPAAL/7Y OF" THE LiE3/GN HEREON. * EXP. 06-30-06 * R.C.E. sawn_ CONCRETE POST LEVEL WTM THE ROAD LANDSCAPE SECTIONS /N THE EYFNT tom'D/SCREPANC/ES AR/S/NG AFTER COUNTY APPROI/AL OR Q Richard Po I ha m us, OUR/NG CONS7R&V770N, THE PRIMATE ARCH/TECT SIML BE RESPONS/BLE MARK BY DATE APPR. DATE X/ CIVI\- Q q>.3 N ' � �N � License # 2782 ELEVATION: 1423.806' FOR M7FAWIN/A/G AN ACCEPTABLE SOLUTION AND REVISING THE PLANS lF OF CAL�F� A -AA_— 5 F �� PREPARED BY: R.L.A. NO.: SCALE: FOR: ARCHITECTS COUNTY FOR APPROYMAL SY 777E COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDE (1BOYL ENGINEERING) DATE:- OF CA`'\ RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JOHN LAING HOMES FILE No. 03-047 FILE No 7- 1 V GENERAL CONDITIONS PLANTING SPECIFICATIONS A. CONTRACT DOCUMENTS: Shall consist of specifications F. REVIEW OF DRAWINGS: It is the Contractor's responsibility F. IRRIGATION HEAD ADJUSTMENTS: V. DRAWINGS OF RECORD (AS-BUILTS): I. SCOPE OF WORK: and its general conditions and the drawings. The intent to review irrigation drawings and note any areas he of these documents is to include all labor, materials, believes additional heads or valves are required prior The Irrigation Contractor shall flush and adjust all irrigation A. GENERAL: A. Furnish all labor, materials and equipment necessary to and services necessary for the proper execution on the to submitting a bid. If no changes are submitted, the heads for optimum performance and to prevent overspray onto provide and install plant materials as shown on the drawings work. The documents are to be considered as one. Contractor is responsible for full coverage of equipment walks and buildings as much as possible. This shall include or as specified herein. Whatever is called for by any parts shall be as binding as necessary at the Contractor's expense. selecting the best degree of arc to fit existing site situations. The Contractor shall provide and keep up to date, in This also includes using the appropriate radius reduction as if called for all parts. accordance with this section, a complete set of record G. GOVERNING REGULATION: Ail local, municipal and state equipment. "as-built" black line ozalid prints which shall be corrected B. Work included in this section (items included but not limited B. VERIFICATION: The Contractor shall verifymeasurements laws, rules and regulations governing or relating to daily and show every change from the original drawings and to): 9 9 9 9 specifications and the exact "as-built" locations, sizes and on the drawings before beginning work. In case of error any portion of this work and hereby incorporated into G. CLOSING OF UNINSPECTED WORK: kinds of equipment. Prints for this purpose may be obtained or discrepancy in the drawings or specifications or in and made part of these specifications, and their from the Owner. This set of drawings shall be kept on the 1. Grade, including mounding, molding and shaping surface the work of others affecting his work, he shall notify provisions shall be carried out by the Irrigation Contractor. site and shall be used only as a record set. These drawings of all planting areas as indicated including the removal the Owner's Representative immediately. The Contractor The Contractor shall not allow or cause any of his work to be shall also serve as work progress sheets and the Contractor of existing vegetation unless otherwise specified. shall be held responsible for any damages or loss due to covered or enclosed until it has been inspected, tested and shall make neat and legible notations thereon daily,H. DIAGRAMMATIC DESIGN: The design is diagrammatic. All ❑ roved b the authorized Owner's Representative. Should 9 y, as the his failure to observe these instructions. valves, etc., shown within paved areas are for PP Y P work proceeds, showing the work as actually installed. These 2. Prepare and till soil in planting areas including furnishing pipe, P any of his work be enclosed or covered before such drawings shall be available at the times for inspection and P P 9 9 9 design clarifications only and shall be installed in inspection and test, he shall uncover the work at his own g p of all amendments as specified. Note that amendments C. MATERIALS, MACHINERY, EMPLOYEES: Except as otherwise planted areas where possible. Never install the backflow expense and after it has been inspected, tested, and approved, shall be kept in a location designated by the Owners indicated on the drawings (unless otherwise specified) noted, the Contractor shall provide and pay for all preventers in lawn area; always in shrub areas. he shall make all repairs with like materials necessary to Respresentative. are for bid purposes only. Actual soil amendments will materials, labor, tools, and other items necessary and restore all his work and that of other Contractors to its be based on the soils test results. incidental to the completion of his work. original condition. B. REQUIRED NOTATIONS: I. INSTALLATION: All irrigation materials shall be installed in accordance with the techniques and 3. Furnish and plant all plant materials as indicated in the D. SURVEYS, PERMITS, REGULATIONS: The Owner shall furnish specifications set forth by each respective manufacturer. H. BACKFILLING: 1. The Contractor shall dimension from two (2) permanent drawings and specifications. on adequate survey of the property. The Contractor All pertinent descriptive literature issued by these manufacturers points of reference, building corners, sidewalks, or road shall obtain and pay for all permits and comply with all become a part of these specifications after boving been approved intersections, etc., the location of the following items: 4. Perform all pruning as required. laws and ordinances bearing on the operation or conduct by the authorized Owner's Representative. Such installation 1. Backfill shall not be placed until the installed irrigation P 9 q of the work as drawn and specified. If the Contractor practices shall be followed only if the directions of the system has been inspected and approved by the Owner's observes that a variance exists therewith he shall irrigation drawings and specifications do not thoroughly and Representative. a. Gate valves 5. Stake and tie all plant materials as specified. promptly notify the Owner's Representative in writing completely order the methods or techniques to be followed. b. The routing of the irrigation main lines and any necessary changes shall be adjusted as provided Install all equipment and materials as shown per details. 2. Trenches shall be backfilled with a minimum of 4" of c. Connection to the existing water lines 6. Provide for the maintenance of the planting until in the contract for changes in the work. fine, granular materials to protect the pipe from the d. Irrigation control valves acceptance of the job by the Owners Representative. J. SITE PROBLEMS: The Irrigation Contractor shall not clods or rocks. The remaining excavated dirt can be 9 e. Quick Coupling valves E. PROTECTION OF WORK, PROPERTY AND PERSON: The willfully install the irrigation system as indicated on used as backfill. The Contractor shall not place Contractor shall adequately protect the work, adjacent the drawings when it is obvious in the field that there detrimental subsoil or rocks in the top 6 of backfill. f. Controller/Rain-check locations 7. Dispose of all debris and surplus materials. property, and the public, and shall be responsible for are unknown obstructions, grade differences, and/or g. Master valve or Pump any damages or injury due to his act. discrepancies in the area dimensions until such conditions 3. If settlement occurs and adjustments in pipe, valves, 8. Clean-up. are brought to the attention of the Owner's Representative. irrigation heads, or any other irrigation device, necessary 2. The drawing shall show approved subsitutions of sizes, F. CHANGES IN THE WORK: The Owner may order changes in to bring the system to proper working order. The materials, and manufacturer's name and catalog number. 9. Guarantee. the work, and the contract sum being adjusted accordingly. III. MATERIALS: Contractor shall, as a part of his work under this All such orders and adjustments plus claims by the contract make all the necessary adjustments without extra C. DELIVERY OF DRAWINGS OF RECORD: Contractor for extras must be made in writing before Irrigation materials and equipment shall be of type, size and cost to the Owner. 10. Maintenance. executing the work involved. location as noted and indicated on the drawings. Unless On or before the date of final inspection, the Contractor shall deliver the corrected and complete blacklines to the permission to change is granted from the Owners Representative; I. AUTOMATIC CONTROLLER AND VALVES: P ll. VERIFICATION OF SITE CONDITIONS: materials are to be new and in perfect condition. No deviations G. CORRECTION OF WORK: The Contractor shall re-execute Owners Representative. Delivery of blacklines will not relieve from the specifications shall be allowed. The decision of the A. EXCAVATION: The Contractor shall verify exact locations of any work that falls to conform to the requirements of Owners Representative shall be final in determination of the 1. A 120 void electrical power outlet to the controller the Contractor of the responsibility of furnishing required Y the contract and shall remedy defects due to faulty shall be provided by others. (Provided the Landscape information that may be omitted from the prints. all existing sub-suface utilities (mechanical and electrical) materials or workmanship upon written notice from the quality of materials. Contractor has not included the electrical connection prior to excavation. Any utilities, A.C. paving, concrete work, Owner's Representative for a period of ninety (90) days in his scope of work the Irri ation Contractor shall be etc., destroyed or damaged by any work under this contract from the date of completion of the contract. IV. INSTALLATION: responsible for making the hookup from the outlet to D. CONTROLLER CHARTS: P P P shall be repaired or replaced at the Contractor's expense. A. EXCAVATION: the controller. H. LANDSCAPE COORDINATOR STATUS: The Landscape 1. As-built drawings shall be received and approved by B. SUB-SURFACE DRAINAGE OR SOIL CONDITIONS: Should sub- Coordinator acts as the authorized representative of the 1. The Contractor shall verify locations of all the Owners Representative prior to preparing controller surface drainage or soil conditions be encountered which P 2. All wire from the controller to electric control valves charts. g Owner in conjunction with the project manager, and has existing subsurface utilities (mechanical and shall be solid copper U.F. #14-600 volt direct burial. would be detrimental to growth or survival of plant material, authority to accept or reject materials or workmanship electrical) prior to excavation. Any utilities, A.C. Use white for common, blue for lawn systems, black for the Contractor shall notify the Owner's Representative in and to make minor changes in the work not involving extra paving, concrete work, plant material, etc., destroyed or shrub systems and red for moisture sensors; common 2. Provide one controller chart for each controller supplied. writing, stating the conditions and submit a proposal covering cost. He will also interpret the meaning of the contract damaged by any work under this contract shall be control wire. Install in common trench with main line cost of correction. If the Contractor fails to notify the documents and may stop the work if necessary to ensure repaired or replaced at the Contractors expense. where possible. Tape control wire at 10' O.C. to Owners Representative of such conditions, he shall be pipe P P 3. The chart shall be a reduced drawing of the actual responsible for plant material under the guarantee clause of its proper execution. main line pipe. Provide minimum 18" coverage. as-built system, using a different color to indicate the thespecifications. 2. Trenches for pipe shall be cut to required grade line area of coverage for each station. I. CLARIFICATION OF DRAWINGS BEFORE BIDDING: After at a true gradient to provide uniform support for the 3. Wire connections shall be made with "Scotch-Lok" wire length of the pipe. " C. DIMENSIONS: All scaled dimensions are approximate, Before reviewing the drawings thoroughly it is the Contractor's connector sealing packs #3576 or Spears Dri-splice 4. When the chart is completed and approved b the Owner's responsibility to clarify with the Owners Representative with sealant DS 300 or approved equal. P PP Y proceeding with any work, the Contractor shall carefully check Representative, it shall be hermetically sealed and placed and verify all dimensions and quantities, and shall immediate) any questions the Contractor may have regarding the 3. Depth of trenches shall be sufficient to provide a y q y P P in the controller box. inform the Owner's Representative of an discrepancies between method of construction, quantities, or quality of materials minimum cover above the top of the pipe as noted on P y P 4. There shall be a control wire from each control valve the information on the drawin s and the actual conditions, included or called out. If the Contractor cannot contact the the drawings. g Owner's Representative, the Contractor must qualify his bid running to the controller, and each control valve shall VI. CLEAN-UP: refraining from doing any work in said areas until given or accept the interpretation of the Owner's Representative be connected to the common ground wire. approval to do so by the Owners Representative. on the questionable areas as they develop during construction. B. JOINING PIPE: A. SCOPE AND FREQUENCY: After installation operations 5. All electrical work shall comply with the applicable codes. have been completed, remove all trash, excess soil and III. SOIL AMENDMENTS: J. SAMPLES: The Owner's Representative reserves the right to 1. The Contractor is responsible to be familiar with the rubbish from property. All scars, ruts, or other marks take and analyze samples of materials for conformity to methods of assembling, joining, and installing the various in the area caused b this work shall be repaired and Y P Y 6. Install all valves per details, and manufactures Y P 1. Nitrogen stabilized redwood sawdust shall be 100% specifications at any time. The Contractor shall furnish types of pipes to be used. He will adhere in strict recommendations. the ground left in a neat and orderly condition nitrogen stabilized (5% by dry weight) and free of samples upon request by the Owner's Representative. Rejected accordance with the manufacturers recommended throughout the site. The Contractor shall pick up all shaving particles larger than 1/4" passing through a materials shall be immediately removed from the site and procedures. thrash resulting from his work no less than each Friday 100 mesh screen. replaced at the Contractor's expense. The cost of testing MOISTURE SENSOR INSTALLATION (if applicable): before leaving the site, once a week and/or the last materials not meeting specifications shall be paid by the 2. PVC pipe shall not be threaded and all transition from PVC working day of each week. All trash shall be removed 2. Soil sulfur shall be standard commercial grade. Contractor. to metal piping shall be by PVC male threaded adapter 1. Installations and wiring are to be done by the Contractor completely from the site. fittings. in compliance with installation and operating instructions 3. Soil Conditioner - Tri-C Enterprises - 1(800) 927-331 1 K. PRE-CONSTRUCTION CONFERENCE: Schedule a pre-construction enclosed with the moisture sensor and included with VII. GUARANTEE: or (fax) (909) 590-3301. meeting with the Owner's Representative at least seven (7) C. BACKFLOW PREVENTER: The backflow prevention device these special instructions. days before beginning work. The purpose of this conference specified herein shall be verified with local plumbing and A. SCOPE: The entire irrigation system shall be guaranteed 4. Bone meal 2-22-0 shall be manufactured by Kellogg is to review any questions the Contractor may have regarding, health codes. In the event of any conflict on the device 2. The Contractor shall furnish 2-AWG-UF #14 (or larger) by the Contractor as th materials and workmanship, Supply, Wilmington, CA. the work, administrative procedures during construction and or the installation methods, the Owner's Representative wires from the controller to the moisture sensor control including settlingof backfill areas below grade for a project work schedule. shall be notified PRIOR TO BID OPENING. stations, locations shown on drawings. Provide additional period of one (1) year following the date of final 5. Azalea organic planter mix #103 shall be manufactured 10' expansion lead to each station for finally locating of acceptance of the work. If, within one (1) year from by Bandini Fertilizer. sensors. All sensors are to be wired in parallel (see wire date of completion, settling occurs, and adjustments in D. TESTS: color note above). pipes, valves, and irrigation heads, sod, irrigation devices, 6. Ph Acidall shall be manufactured by Kellogg Supply, IRRIGATION SPECIFICATIONS 3. Ametek 6" or paving is necessary to bring the system, sod or Wilmington, CA. 1. All main lines and lateral lines which have glued joints extension boxes No. 10-170-OQ3 covered by paving to the proper level of the permanent grades, the under paving in the system shall be capped and Contractor, as part of the work under this contract, shall I. SCOPE OF WORK: pressure tested at 150 PSI. Ametek green cover No. IVC-10-173-004, or approved make all adjustments without extra cost of the Owner, 7. Par - 5 shall be manufactured by Kaibab Forest Products. equal, shall be installed as detailed. including the complete restoration of all damaged planting, paving or other improvements of any kind, 8. Commercial fertilizer shall be Best Products of approved The Contractor shall provide all labor, tools, machinery, and 2. Pressure shall be sustained in the lines for not less than equal. processes necessary to install a complete irrigation system two (2) hours. If leaks develop, the joints shall be 4. All wiring connections at valve locations shall be water- as shown on the drawings and/or specified herin. When replaced and the test repeated until the entire system proof. B. RESPONSIBILITY: Should any operational difficulties in 8. Mycorrhizal inoculum - Tri-C Enterprises, 1 (800) completed the irrigation system shall be a 100% coverage is watertight. connection with the irrigation system within the specified 927-3311. system in total functioning manner. 5. One service unit will be purchased to properly prepare and guarantee period which is in the opinion of the Owner's service the moisture sensor. The service unit along with all Representative due to inferior material and/or workman- B. TOP SOIL: 3. Test shall be observed and approved by the Owner's printed operating instructions are to furnished to the ship, said difficulties shall be immediately corrected by II. GENERAL PRQUIREMENTS: Representative prior to backfill. Owner by the Contractor at final inspection. the Contractor to the satisfaction of the Owner's Representative at no additional cost to the Owner; 1. Topsoil consists of a fertile, friable natural loam of A. VERIFICATION OF DIMENSIONS: All scaled dimensions are 4. When the irrigation system has been completed (and including any and all other damage caused by such uniform quality, free from subsoil, stiff clay, hard clods, approximated. Before proceeding with any work, the before planting has be pun), the Contractor, in the 6. Moisture Sensor operating and service instruction and defects. hard pan, sod, partially disintegrated debris, or other Contractor shall careful) check and verify all dimensions. operations manual is to be placed in the controller. undesirable materials. y y presence of the Owners Representative, shall test the Spacing of irrigation heads, locations of valves and backflow coverage of water afforded to the lawn and planting areas 7. Special depth and placement information to augment C. INSTRUCTIONS: After the irrigation system has been preventers, and proposed P.O.C. shall be as indicated on the as complete and adequate. The Contractor shall finish Moisture Sensor Installation and Operation Instruction, completed and the connections made, the Contractor 2. Topsoil shall not contain obnoxious weeds, such as drawings. Any deviation from the plans must have the all materials and perform all work required to correct is to be provided by the Specified Manufacturer. shall instruct the Owner or his representative, in the morning glory, sorel, oxalis, spurge, annual poo, approval of the Owner's Representative. any inadequacies of coverage. operation and maintenance of the system. nut grass or bermudo grass. Installation must be inspected and accepted by the B. VERIFICATION OF FINISH GRADE: The Contractor shall inspect 5. The Contractor shall inform the Owner's Representative 8. Manufacturers Respresentative. C. PLANT MATERIALS: the site and check all finish grades within the work area of any deviations from the plan required by wind, planting, to ensure the proper soil coverage (as specified) of the soils, or site conditions that has a affect on present 1. Plant names in the Plant List conform to "Standardized irrigation system pipes. coverage. Plant Names" by American Joint Committee of Horticultural Nomenclature, except in cases not covered C. WATER SUPPLY: The Contractor shall verify and be E. IRRIGATION HEAD INSTALLATION: therein. In these instances the established custom of familiar with the source of water supply to the irrigation the nursery trade in followed. system as indicated on the drawings. 1. Shrub and ground cover spray heads adjacent to curbs or walks shall be installed 1" away from the curb or 2. Plants shall be sound, healthy, vigorous, free from D. PERMITS AND FEES: The Contractor shall apply and pay walk and the heads shall be pop-up models as disease and weeds, insect pests of their eggs and shall for all necessary permits required in the pursuit of his indicated on the drawings. have healthy, normal root systems, well filling their work as required by the governing codes, container, but not to the point of being root bound. 2. Shrub spray heads adjacent to building, fences, or E. CARE OF EXISTING BUILDINGS AND STEPS: The Contractor similar structures shall be installed 1" away from the 3. Plants shall not be pruned prior to delivery except as Underground Service Alert shall be held responsible for the care and preservation structure and the nozzle shall be 6" minimum above finish authorized by the Owner's Representative. In no case of all existing buildings and structures on the property grade. Shrub spray heads not near paving structures shall trees be topped. and adjacent premises and contiguous property. Any part shall be set 8" above finish grade. of these properties injured, damaged or disturbed o Call: TOLL FREE because of his work shall be repaired, replaced or cleared 3. All irrigation heads are to have double swing joints as Q by the Contractor at his expense. detailed. 1 -U 0 0 4. Install all irrigation heads per details. 2 Z 7-2 6 0 0 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR ANDSC,�pE NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT AT CATHOLIC CHURCH IN SUN CITY 0.4 MILES NORTH OF TRACT No. 30507 �.f.1�10. 040040 q p 5 5 INT OF MURRIEM RD AND CHERRY HILLS 0, 204 FT GRADING PERMIT HAS BEEN ISSUED ��Q�OEESS/ONgI APPROVED BY: � Vv �, pp�H� 4f S T E S r+ p E _ NORTH OF INT. OF MURRIETA RD AND LANCASTER OR, COUNTY OF RIVERSIDE / p A. 0T F� 2782 v� yiJ - Landscape 3195-B Airport LoopDrive 57 FT. N E COR. OF THE RECTORY 45 FT. EAST OF P� �` �, p Costa Mega, CA 92626 / ' SCHED ULE A ,.} Architecture (949) 644-9370 a �WALLD,'z FT SIEO A of s FOOT LANDSCAPE IMPROVEMENT PLAN of Q SHEETS am No. 33950 KH D A. �QAN DATE: * _�, * & Planning FAX (714) 210-3140 1 ✓ THE PRIMATE ARCH/TECT SIGNING THESE PLANS /S AYSPONS/BLE FOR ,#1623732-E SET A BRASS DISK !N THE TOP OF * EXP. 06-30-06 * R.C.E. ASSUR/A/G' THE ACCURACY ANO ACCEPAB/L/lY OF THE OES/GN HEREON. �ci^ �s Richard Polhamus, CONCRETE POST LEVEL WITH THE R040 SPECIFICATIONS IN THE fWNT OF O/SCREPANC/ES ARISING AFTER COUNTY APPROYAL OR L� 3 Q' ]• License # 2782 ELEVATION: 1423.806' bVhFORNOETERAWAVIN AN ACCEPTABLE SOLU7"V AND AEY/S/NG�PoPLANSE MARK BY DATE APPR. DATE �gTFOF+CALF 9lf OF. °c � PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUNTY 7 FOR APPROI�AL 8Y THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMENDED (BOYLE NGINEERING) DATE: CAS" RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JOHN LAING HOMES FILE No. 03-047 FILE No. V I 4. All plant materials shall be subject to approval of size, E. DELIVERY SLIPS: Supply delivery slips from the supplier for B. PLANTING TIME: No planting shall take place during extremely H. SPACING FROM EDGE: the first row of seasonal color should XV. CLEAN—UP: health, quality, character, etc.,_by the Owner's the soil amendments to the site. Bulk loads from the hot, dry, windy or freezing weather. be always within 6" of the edge of the planting area. Representative. Contractor's yard will not be accepted. Supply empty bags for A. GENERAL: After all installation operations have been completed, C. FAILURE TO PASS INSPECTION: If the work fails to pass fertilizer to the Superintendent of the job and the Owner's Representative. C. LOCATIONS: Relative position of all plants and trees is subject XI. SOD LAWN MATERIALS AND PLANTING (IF APPLICABLE): all trash, excess soil, empty plant containers and rubbish final inspection, any subsequent inspections must be 5. The height and spread of all plant materials shall be to approval of the Owner's Representative and they shall, if shall be removed from the property. All scars, ruts or other rescheduled. as .per above, and will be charged.. to the measured with branches in their normal position. necessary, be relocated at his direction as part of this marks in the area caused by this work shall be repaired and Contractor at the prevailing hourly rate of the Owner's VIII. SHRUB AND TREE PLANTING: contract. Trees shall normal) be located a minimum of 5 A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, , y the ground left in a next and orderly condition throughout of the Owners Representative. from buildings, site amenities and walkways. weed control, and soil preparation. 6. The caliper of all trees shall be measured 4' above the g y the site. Contractor shall pick up all trash resulting from this A. CORRELATION: Trees and shrubs shall not be planted until work a less than each Friday before leaving the site, once a surface of the ground. P B. PREPARATION: Sod area ..prior to planting shall be rolled week and/or the last working day each week. All trash shall all operations in conjunction with the installation of the D. DISTRIBUTION: No more plants shall be distributed about the lightly and watered to a depth of 6" the day prior to be removed completely from the site. irrigation system have been completed, final grades have been landscape area that can be planted and watered on the planting. If any air pockets are found, the area shall be 7. Where caliper or other dimensions of any plant materials established, and the planting beds properly prepared by some day. regraded as necessary; Lightly water the area to be are omitted from the plant list, it shall be understood cultivation and fertilization as covered in these specifications. planted just prior to planting. B. TOP SOIL: Excess topsoil shall be removed from the site. that these plant materials shall be normal stock for the type listed. E. CONTAINER REMOVAL: Plant containers shall be removed when C. NEATNESS: Leave the sidewalks and street in a neat and B. PLANTING TIME: No planting shall take place during extremely planting the plants. Container may be split on both sides, C. QUALITY: Sod shall be #1 Grade, machine cut at uniform hot, dry, windy or freezing weather. however, without use of axe or spade. All containers shall be thickness of 5/8" excluding top growth and thatch, weed clean condition at the end of each working day. 8. Plant material shall be symmetrical, typical for variety removed from the site. free and shall be no less than eight months nor more than and species, and shall conform to measurements specified sixteen months old. D. REMOVAL OF TAGS: Remove all tags, labels, nursery stakes in the Plant List/Legend. C. LOCATIONS: Relative position of all plants and trees is subject a d ties from all lasts unless otherwise directed, and only to approval of the Owner's Representative and they shall, if F. PLANTING PITS: All tree and shrub pits shall have a diameter an P Y necessary, be relocated at his direction as part of this of at least twice the diameter of the root ball. Pit depths D. TIMING: Installation shall take place within 24 hours after at the end of all installations. 9. Plant material larger than those specified may be contract. Trees shall normally be located a minimum of 5' shall be a minimum 12" deeper than the roof ball for trees harvesting. supplied if complying in all other respects and at no from buildings, site amenities and walkways. and 8" deeper than the root ball for shrubs or as per additional cost to the Owner, upon approval of the planting details XVI. PROTECTION: . Owners Representative. E. INSTALLATION: Sod shall be laid in a staggered pattern, with D. DISTRIBUTION: No more plants shall be distributed about the tight joints and in the same direction each time. On all A. GENERAL: At all times during construction, adequate protection landscape area that can be planted and watered on the G. PLACING: Plants shall be placed and held during backfill in slopes 10. All plant materials must have been previously inspected sod shall be installed from the bottom up and the newly shall be provided for all areas against damage of any kind, same day. an upright position in the center of the pit. Plants shall sod should be protected b walking at the nursery by the.County Horticultural Department p y g on boards as installer moves until final acceptance by the Owners Representative. and shall be subject to acceptance as to quality by be held at, or slightly above nursery level. The earth ball upward. On slopes, pin the sod down with wooden peas. No shall be kept intact. Any exposed roots shall be spread metal sta les will be allowed. No sod of less than 18 in the Owners Representative. E. CONTAINER REMOVAL: Plant containers shall be removed when P B. RESPONSIBILITY: the Contractor shall be held responsible for planting the plants. Container may be split on both sides, out. Injured roots shall be pruned. length will be allowed. the care and preservation of all existing buildings and however, without use of axe or spade. All containers shall be structures on the property and adjacent premises. Any part 11. Substitutions will be permitted only as indicated, or if removed from the site. H. BACKFILL: Plant pit backfilling soil shall consist of 1 part F. JOINTS: Adjoin the sections of sod firmly together. If air of them injured, damaged of disturbed because of his work proof is submitted that any plant specified is not nitrogen stabilized sawdust to 2 parts topsoil. Materials shall spaces occur between sections of sod they must be filled shall be repaired, replaced or cleaned by the Contractor at available, a proposal will be considered for the use of be thoroughly mixed before placement. In addition to with sand or the sod relaid. his expense. the nearest equivalent size or variety with an equitable F. PLANTING PITS: All tree and shrub pits shall have a diameter backfill, commercial fertilizer 20-10-5 Agriform 21 gram adjustment of the contract price. of at least twice the diameter of the root ball. Pit depths tablets shall be added to plant pits at the following rates: shall be a minimum 12" deeper than the roof ball for trees G. ROLLING: Roll sod with an adequately weighted roller to XVII. GUARANTEE: 12. Quantities shown on the call outs on the Planting Plan and 8" deeper than the root ball for shrubs or as per smooth out the sod bed. g planting details. 1 tablet per 1 gallon container are for the convenience of the Contractor only. 2 tablets per 5 gallon container A. SHRUBS: All shrubs shall be guaranteed as to growth and Quantities drawn on the plan (whether by circles, dots or H. PROTECTION OF EDGES: Regrade to protect the edges from health for a period of ninety (90) days after completion of the triangles) are the final authorityand shall be furnished G. PLACING: Plants shall be laced and held during backfill in 3 tablets per 15 gallon container drying if mowing edge is not used. specified maintenance period and/or final acceptance b the g ) p 9 4 tablets per 24" box ry 9 9 9 p p / p y and installed as drawn. The Owner's Representative shall an upright position in the center of the pit. Plants shall Owner or Owner's Representative. 5 tablets per 30" box have the final authority as to location of all plant material. be held at, or slightly above nursery level. The earth ball 6 tablets per 36" box I. WATERING: After installation sod must be kept thoroughly shall be kept intact. Any exposed roots shall be spread 7 tablets per 42" box watered to a depth of 6". No foot traffic shall be allowed B. TREES: Trees shall be guaranteed to live and grow in an out. Injured roots shall be pruned. 8 tablets per 48" box and those box sizes which are larger for 2 to 3 weeks from the date of installation. acceptable upright position for one 1 year after the specified D. SEED MATERIALS: P g pp ( ) y p maintenance period and/or final acceptance by the Owner or H. BACKFILL: Plant pit backfilling soil shall consist of 1 part Owner's Representative. The Owner must provide adequate 1. Seed shall be clean, fresh, new crop seed and shall be nitrogen stabilized sawdust to 2 arts topsoil. Materials shall I. WATERING: When the pit has been backfilled to three quarters J. INSPECTION BY SUPPLIER: If there are any questions regarding the mixture as noted on the Planting Plan. g P P of its depth water shall be poured about the roots. Air the quality of sod installation a representative of the supplier maintenance to ensure the extended guarantee on trees. g be thoroughly mixed before placement. In addition to pockets shall be eliminated and backfill continued until the shall be requested to inspect the installation and the backfill, Tri—C Myco paks 7 gm. shall be added to plant pits backfill is brought to grade level. Contractor shall call out the supplier's representative. C. DEFINITION OF DEATH: Plants which die or lose more than 30% 2. Seed shall be mixed by the dealer and furnished with the at the following rates: of their original leaves shall be replaced. dealer's guarantee statement of composition and J XII. SEED LAWN PLANTING (IF APPLICABLE): percentage of purity which shall be furnished to the 1 pak per 1 gallon container J. COMPACTING: Backfill shall not be compacted around the roots or ball of the plant during or after planting. The D. REPLACEMENT: The Contractor, within seven (7) days of Owner's Representative. Seed tags shall be delivered to 2 paks per 5 gallon container the Owner's Representative at the time of installation. 6 paks per 15 gallon container backfill on which the plant ball rests shall be lightly compacted. A, REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, written notification by the Owner a Owner's Representative, � shall remove and replace all guaranteed plant materials which 10 paks per 24 box weed control, and soil preparation. for any reason fail to meet the requirements of this guarantee. E. STAKES: All stakes shall be per details. 12 paks per 30" box K. SETTLEMENT: Plants which settle shall be raised to the P " Replacement shall be made with plant material as indicated or 16 paks per 36 box required level or replaced at the option of the Contractor. B. PREPARATION: Cultivate to a depth of 2" below finish grade, specified from the original planting and all such replacement 18 paks per 42" box Raised plants which fail to grow shall be replaced. remove stones, foreign growth of an kind and extraneous materials shall be guaranteed as specified for the original IV. OBSTRUCTIONS BELOW GROUND: 20 paks per 48" box and those box sizes which are larger matter, and grade to remove ridges and depressions so that guaranteed material. L. STAKING: Stakes shall be driven to sufficient depth to hold areas after settlement will conform to the finish grade. Roll A. CONTRACTOR'S RESPONSIBILITY: the Contractor is responsible 1. WATERING: When the pit has been backfilted to three quarters the tree rigid. Trees shall be supported by at least two ties and rake lightly until the surface is smooth, friable and of for verifying the location of all utility lines and other of its depth water shall be poured about the roots. Air uniform fine texture. XVIII. MAINTENANCE: underground obstructions so that proper precautions may be P P (see details). 9 P P P y pockets shall be eliminated and backfill continued until the taken not to disturb or damage such improvements. In the backfill is brought to grade level. A. SCOPE: After all work indicated on the drawings or herein event of a conflict between such lines and plant locations, M. PRUNING: Limbs, branches, canes and runners which require C. SOWING: Sow lawn seed in the area designated on the specified has been completed, inspected, and approved by the the Contractor shall promptly notify the Owners Representative, trimming shall be removed to leave a clean cut flush with drawings at the rate as designated on the Planting Plans. Owner or Owner's Representative, the Contractor shall maintain who shall arrange for the relocation of one or the other. J. COMPACTING: Backfill shall not be compacted around the the trunk (pruning only as directed by the Owner's Sow the lawn in two directions. all planted areas by means of continuous watering (including Failing to follow this procedure, the Contractor shall at his roots or ball of the plant during or after planting. The Representative). own expense make any and all repairs for damages resulting backfill on which the plant ball rests shall be lightly compacted. monitoring and adjucting irrigation schedule), weeding, rolling, from his work. D. TOP DRESSING: Rake lightly, spread 1/4" of Par-5 top mowing, spraying, reseeding, edging and/or any other N. PLANTING BEDS: Planting beds shall be edged and cultivated dressing with a mechanical spreader, roll with a 200 lbs. operations necessary for their care and upkeep for a period of K. SETTLEMENT: Plants which settle shall be raised to the to the line separating areas as shown. Beds shall be brought roller and water with a fine spray, not less than ninety (90) days. At the end of the maintenance V. FINISH GRADING: required level or replaced at the option of the Contractor. to a smooth even surface conforming to established grades period, all plant materials shall be in a healthy, growing Raised plants which fail to grow shall be replaced. after full settlement has occurred. XIII. HYDROSEEDING SPECIFICATIONS (IF APPLICABLE): condition. A. TILING: Till all planting areas as specified herein. L. STAKING: Stakes shall be driven to sufficient depth to hold IX. GROUND COVER AREAS: B. WEED CONTROL: All planted areas shall be kept free of debris the tree rigid. Trees shall be supported b at least two ties A. GENERAL: The hydromulch shall be applied in the form of a B. UNIFORM GRADE: After tilling, all areas shall be brought to g PF y and shall be weeded at not more that seven (7) day r g (see details). slurry consisting of wood cellulose fiber, seed, chemical intervals. Areas that do not have a pre—emergent weed killer uniform grade by floating or hand raking. A. REFERENCE: Refer to Paragraph V. VI, VII, for finish grading, additives, commercial fertilizer and water. When hydraulically P g weed control, and soil preparation. sprayed on the soil surface, the hydromulching shall form shall also be cultivated at not more that seven (7) day M. PRUNING: Limbs, branches, canes and runners which require a blotter Like ground cover impregnated uniformly with seed intervals. C. GRADE RELATIONSHIPS: Finish grade of planting areas afther trimming shall be removed to leave a clean cut flush with and fertilizer and shall allow the absorption of moisture and application of soil amendments shall be 1" below top of B. SOIL PREPARATION: Prepare the soil as per these specifications P concrete walks and curb grades and 6" below finish floor the trunk (pruning only as directed by the Owner's and the Planting Notes on the Planting Plan. rainfall to percolate to the underlying soil. C. FERTILIZING: All planted areas shall receive a fertilizer Representative). application of 20 pounds oer 1,000 square feet of Gro—Power of building or as noted by spot elevations. PP P q B. EQUIPMENT: Hydraulic equipment used for the application of 45 days following the beginning of maintenance. Water in C. GRADING: Areas shall be raked and floated smooth to provide ePP thoroughly after application. N. PLANTING BEDS: Planting beds shall be edged and cultivated the fertilizer, seed, and slurry of prepared wood pulp shall be D. SLOPE FROM BUILDINGS: soil areas adjacent to buildings shall g a true and uniform surface, of the "super hydro—seeder" type ' to the line separatingareas as shown. Beds shall be brought slope away from the building at 2% minimum for 10 feet andp y yp as approved by the Owner's to a smooth even surface conforming to established grades Representative. D. CONDITION OF SITE: During shall continue to slope at a minimum of 1% until water drains P g the maintenance period, keep the after full settlement has occurred. D. PLANT PITS AND FERTILIZER: Planting pits for ground cover project neat and free from debris at all times. Obtain the to street or storm system. shall be 4" x 4" or adequate to accept plant material from C. APPLICATION: The operator shall spray the area with a uniform Owner's q P P approval for on—site storage of equipment or IX. GROUND COVER AREAS: flats or 4" pots without crushing or deforming the rootball. P P Y maintenance materials. E. ROCKS OR CLODS: No rocks or clods over 3/4" in diameter Place a 20-10-5 Agriform 5 gram fertilizer tablet in each visible coat by using the green color of the wood pulp as a shall be on top of prepared planting beds. individual ground cover pit. guide. The slurry shall be applied in a sweeping motion in a A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, arched stream so as to fall like rain allowing the wood fibers XIX. FINAL CONSTRUCTION AND FINAL MAINTENANCE INSPECTION: VI. WEED CONTROL: weed control, and soil preparation. E. SPACING: Plant according to spacing and in areas indicated on to build on each other until a good coat is achieved and the 9 P 9 material is spread at the required rate per acre. the drawings. Soil shall be firmly tamped around each plant, A. FINAL CONSTRUCTION INSPECTION: A. KILLING WEEDS: Contractor shall germinate and destroy B. SOIL PREPARATION: Prepare the soil as per these specifications and the excess soil removed from the crown. 9 Y and the Planting Notes on the Planting Plan. D. TIME LIMIT: All slurry mixture which has not been applied existingweed seeds before preparing areas for lantin g g When all landscape improvements have been installed in P P 9 planting. within four hours after mixing will be rejected and removed Sufficient water shall be applied to cause weed seed to sprout. F. WATERING: Each section of ground cover shall be immediately from the project at the accordance with the plans and specifications, the Contractor's expense. Contractor shall notify the Owners Representative and Young weeds shall then be destroyed and removed before they C. GRADING: Areas shall be raked and floated smooth to provide watered upon completion of planting, and thereafter as Y P have opportunity to set seed. a true and uniform surface. required. request a "Final Construction" inspection. If the Owner's E. PROTECTION: Special care should be exercised by the Representative determines the work to be substantially Contractor in preventing any of the slurry being sprayed inside complete and in conformance with plans and specifications, B. ADDITIONAL REQUIREMENTS: For additional weed killing refer D. PLANT PITS AND FERTILIZER: Planting pits for ground cover G. SPACING FROM EDGE: The first row of ground cover should any reservoir basin or onto drainage ditches and channels the Contractor will be advised that the basic ninety (90) to Planting Notes on the Planting Plan. shall be 4" x 4" or adequate to accept plant material from always be within 6" of the edge of planting area and triangular which may impede the free flow of rain or irrigation water. day maintenance period is started. flats or 4" pots without crushing or deforming the rootball. spaced. Any slurry spilled into restricted areas shall be cleaned up at VII. SOIL PREPARATION: Place a 1/2 tsp. Tri—C Endo 120 fertilizer tablets in each the Contractor's expense to the satisfaction of the Owner or individual ground cover pit. Owner's Representative. 1. In order to be substantial complete, at least the X. SEASONAL COLOR: following must have been finished. A. SOIL REPORT: Before starting soil preparation the Contractor shall submit a soil report to the Owner and the Owner's E. SPACING: Plant according to spacing and in areas indicated on A. REFERENCE: Refer to Paragraph V, VI, VII, for finish grading, G. MAINTENANCE AND IRRIGATION: Once the slurry mulch has been Representative. If no soil report is submitted it will be the drawings. Soil shall be firmly tamped around each plant, a P g g' applied and allowed to set for one day, the slope shall be a. All fine grading, including elimination of low weed control, and soil preparation. points that hold runoff. assumed that amendments were not added and the Landscape and the excess soil removed from the crown. then be irrigated. There is no set irrigation requirements in Contractor will be requested to give a credit for soil gallons per minute. Duration of time and number of gallons b. A complete and operable irrigation system. c. Installation of all plant materials. preparation. F. WATERING: Each section of round cover shall be immediate) B. SOIL PREPARATION: Prepare the soil as per these specifications to be applied will vary from day to day and system to system g y and the Planting Notes on the Planting Plan. depending on the rate of growth and climatic conditions d. Seeding of all seeded areas. watered upon completion of planting, and thereafter as B. COMPACTED AREAS: Soil areas that are compacted to more required. encountered. As a rule of thumb, the soil surface must be C. GRADING: Areas shall be raked and floated smooth to provide kept moist at all times, particularly during the seeding 2. Minor pick—up items may be completed during the than 90% during site preparation shall be ripped to a minimum a true and uniform surface. germination period (approximately 30 days). basic maintenance period. These items will be of 12" prior to beginning soil preparation. These areas shall G. SPACING FROM EDGE: The first row of ground cover should determined as Minor solely by the Owner's be defined by the Owners Representative and be billed as an always be within 6" of the edge of planting area and triangular H. RESEEDING: All bare spots shall be reseeded (sodded, if Representative. extra if the unit price is quoted in the bid. spaced. D. QUALITY OF PLANTS: Plants shall be healthy annual plant material in bloom in the size indicated on the drawings. hydroseed is turf mix), by the Contractor within 45 days days providing the lack of cover growth or mulch is not due to B. FINAL MAINTENANCE INSPECTION: At the end of the C. METHOD OF MIXING: If the slope is under 2 to 1, the soil H. DELIVERY SLIPS: Supply delivery slips from the supplier for inadequate irrigation or erosion caused by excessive watering maintenance period and when the ground cover and turf preparation materials should be broadcast uniformly over all the soil amendments to the site. Bulk toads from the E. PLANT PITS AND FERTILIZER: Each plant pit for seasonal color by the Owner. have established and all pick—up items have been completed, landscape areas and worked to a depth of 6" by rototiller or Contractor's yard will not be accepted. Supply empty bags for shall be 6" x 6", or adequate to accept material in the the Contractor shall request a final maintenance inspection. other acceptable mechanical means to obtain a uniform blend fertilizer to the Superintendent of the job and the Owners required size, with one teaspoon of bone meal mixed into the q P in the soil. if the slope is greater than 2 to 1, the Representative, backfill mix (shrub backfill mix should be used, not the XIV. REPLACEMENTS: The Contractor will be advised by the Owners Representative amendments shall be hydraulically applied for areas over 1000 Agriform plant tablets). at the final inspection that work is or is not satisfactory. square feet and-raked in for small areas. For the soil Vill. SHRUB AND TREE PLANTING: A. GENERAL: The Contractor shall immediately replace any and amendment bid mix refer to the Planting Notes on the all materials which for an reason die or are damaged while 1. If the work is satisfactory, the basic maintenance Underground Service Alert Planting Plan. F. SPACING: Plant at spacing and in areas indicated on the Y g period will end on the date of the final inspection A. CORRELATION: Trees and shrubs shall not be planted until drawings. Soil shall be firmly tamped around each plant, under the Contractors care. Replacements shall be made P with plant of like kind and size in the same manner as as directed by the Owner's Representative. all operations in conjunction with the installation of the and the excess soil removed from the crown. P D. EXTRANEOUS MATERIALS: In additional to the work specified i orgna planting guarantee specified for the original lti (see guarant "XVII—D" o irrigation system have been completed, final grades have been Call: TOLL FREE above the Contractor shall remove all extraneous materials that established, and the planting beds properly prepared b for definition of death and replacement). 2. If the work is unsatisfactory the basic maintenance are exposed on the surface and rode to facilitate run—off of P 9 P P Y P P Y G. WATERING: Each section of seasonal color shall be immediately P g cultivation and fertilization as covered in these specifications. watered upon completion of planting, and watered thereafter as period will continue at no additional expense to the surface water. P P P g required. Owner until the work has been completed, inspected, 1 —8 0 0 and approved by the Owner's Representative, 227-2600 TWO WORKING DAYS BEFORE YOU DIG COUNTY SEAL COUNTY OF RIVERSIDE ARCHITECTS SEAL BENCHMARK: BM# T-600-28-68 SHEET No. OFESS/ NOTE. WORK CONTAINED WITHIN THESE PLANS SHALL NOT TRANSPORTATION DEPARTMENT ATGITHOUC CHURCH IN SUN CITY 0.4 MILES NORIM TRACT No. 30507 I.P.NO. 040040 COMMENCE UNTIL AN ENCROACHMENT PERMIT ANOfOR ANDSCApl, 5 INT. OF MURRIETA RD AND CHERRY HILLS RD, 204 FT COUNTY OF RIVERSIDE 19 GRADING PERMIT HAS BEEN ISSUED �OQ� Q�91 AP OVED BY: 1C'W ��c POL lff S 1 T E 5- C P E S NORM OF INT. OF MURRETA RD AND LANMMR DR, yi — Landscape 3195-8 Airport Loop Drive 57 FT N E COR OF THE RECTORY 45 FT FAST OF ! 2782 T Architecture Costa Mesa, CA 9Z626 MURRIETA RD 7 FT. S/£ OF THE N/£ COR. OF 6 FOOT SCHEDULE A r d (949> 644-9370 BLOCK WALL, 2 FT. S/E OF A POWER POLE LANDSCAPE IMPROVEMENT PLAN of �9 SHEETS 4��9LTHE RM041F ARCHITECT SASNIA49 77IE3E"PLANS IS AY3;99A57�E FOR NO. 33950 KH 0 AN DATE: * * & Planning FAX (714) 210-3140 A BRIM DISK ASSURIA49 WEACCUR4CYANL7 ACCERAhW17Y OF THE DES/GN HEREON. * EXP. 06-30-06 * R.C. _ CONCRETE POST� THE IN THE TOP OF SPECIFICATIONS Richard Polhamus, � IN THE EWAq-OF 01=RfFANC/E5 ARISING AFIFR COUNTY AI P9WkAZ OR J' \� License 2782 1423.806' DURING CONSINEV770N, THE RRIIiATEARCHITECT S/�4LZ BE RE3PoNSYBLE MARK BY DATE APPR. DATE �l CIV1� �Q �,� ELEVATION: FOR DETERAMNING AN ACCERTAd__E SOLUTION AND RZWSIA49 THE PLANS qjF OF CALVE ' �F OF 1��� PREPARED BY: R.L.A. NO.: 2782 SCALE: FOR: ARCHITECTS COUNTY FOR APRkt7►VAL BY THE COUNTY. ARCHITECT REVISIONS COUNTY RECOMEND D (B E ENGINEERING) DATE: CAL RP, MM, RD, BE DATE: 10/19/04 HORIZ.AS SHOWN VERT. N A JaHN LAING HOMES FILE No. 03-047 FILE No. f7 GRADING NO TES C OUNTY OF RIVERSIDE 1. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE LATEST EDITION OF THE Z15 TRA C T NOw 3050 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 457 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1 ROUGH GRADING PLAN C) IS LESS THAN 10. 2q IF CUT OF FILL 1S GREATER THAN 10' DRAINAGE SWALES 8 ETHANAC SHALL BE A MINIMUM OF .02' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM (� (O THE TOP OF CUT OR FILL SLOPES. }f `yI1 � �{ 1!n � • JW091t r_ .i-IJiVL`J , 'll ic?� CULVERT J. MAXIMUM CUT AND FILL SLOPE = 2:1. �C` , Y q jij �,4e s� �G �t < - .' ",<;.\:•• -•� -: �rs a 4,'wr if .. , � r o. 4: ai z ''--• 4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES ov R E 5 HIGH. H _ ROUSE RD. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS f - --.- --_ -- ----.-=-- _ ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO ' ,ii 0 03 JO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. ;� , Q ' '� Q.-r6t g - gg ' .-• -, � Z F� f 1J M` 0 9 3 37 36 35 34 33;- 32 31 30Y O 28 27, 2S 25 24. 3 22 21 20 19 j o 0000 4 39 1 7 1 s4 13 12 1 s T CHAMBERS Q//? 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFEEY DEPARTMENT o _ J� - o - - -- -- -- - tt to WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE Q ii J It , -� �- - - _ r - ( -- -- -- -- -- -- -- _� _ 10 f AVENUE �� W ' r <- --- - - ----_ E APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION � . ;._ y i � i � � eJ SHALL BE TO THE LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP -- - O �:J 45 48 49 1 s 53 54 55 - E , `� 1 �Ci 1WCCALL E3 QQ - 1 _ 0 41 0 _ 1 i CUT OF SLOPE. _. �:f` � i ' ;�` s4 j J I 94 42 s0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE F04T. � � ; _� f/ u � � O - � � � ..._C ` 1 � � �1.. � 56 � 9Z t ( 7 0 { AL - 9. L GRADING SHALL BE /N CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY s , 90 89 88 87 SB 75 8$ 82 81 80, 79 7 7 rs 75 74 73 ,W �? ;� - 1 , 00000 0 840000 o000 6 - - _ 91 70 gg o � vU REVISED SOILS INVESTIGATION BY GEDSOJLS, INC. ; DATED SEPTEMBER 12, 2002. -. -- _ 1 - - -- _ 71 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS p _ `�-'---- _ AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE _,' l:: ; - - -- RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT - - - - _ - �< r a 1 J J2J y Y3 a VICINITY_ MAP _ 2s 2s L J' 2 129 J3J 3 Q )3 3' 3 , LO7� "A as. - r j 10. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT '`�'. `r" � �'' F ` .,-`� ._ ...-„_ ;�-- ;, ,� ,, ,, ® � � , ;"� J3 41 1 4 LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 2 ' 1 2 3 DF 151 �. o o THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ` ' - "'_' "' YY1L4wLY• �"'j'"''L �++ VFW/LyL�L6YyLydl YilYJIiYI LLYd Ni/LiYiLYL Y }1 ij `ay LLJ LLYJLLiLiYrGL11iY�LLq iW1LY YSiuLL i1 LY/3Jtl �y / BAiI .e2 ,-„-- «.��...,...,..-.�. ; j" 1 / f ...1.,' I EACH LOT. __. SR EASEMENT - a� d 1 1., / 7T�-'�"'"'""7"`"7`"•' J ..:...-;.....- '.„.."-o......,....,,.......-. ,..,....-,,.,,. ,c...__,:. :..._._..�a-.._ -mot-_ _...: ___ _ _ _.,,._ 1 - - - s>t.. Y : -- 17 CUT -. ,:._ .: < ::_ ,, .::.: -�---�--ry-- ..,-� - ._.. AND FILL SLOPES EQUAL TO AND GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE -�.�---�---=--� �- -� ° PLANTED WITH GRASS 0 GROUND COVER TO PROTECT THE SLOPE FROM EROSION AN R O R E D y _ INSTABILITY IN ACCORDANCE WITH ORDINANCE N0. 457 PRIOR TO THE APPROVAL r� 1 J%� r~ OF FINAL INSPECTION I GROSSE PT. - I- i i/�- a t, ' ; 1�1.1/9 (21 -�� DRI V1. �� �� �� JOLIET 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED - - l ��f/� �J,i�JJ 1 WA01 OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. INDEX MAP RIW 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT Rlw SCALE: 1 = 150 Rlw DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO R/W Rlw 96 PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 56' 48' 48' 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. PA©LINEN 28' 28' I -PADL(NE 48 48' 10, 38' 38 1 p, 13 10 18 18' 10 13' ! 23' 25A 25 23 PAD l 6' . ( PAD PAD 2 LEVEL LINE 9 3 6' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION PAD 6' LEVEL LINE 6" PA) I r I PAD a , I MAX- t I <?•, 6 16 9 9 16' 6 X. __I__t._ I I MA Z ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY 2 09 2.09 �,p� �9:1- LEVEL LINE 12:1 2 0% 2 09 DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES - --,.A + A) 2 0% i vtA ' DURING R „s M 2 G GRADING OPERATIONS. •`= _., �-•' 2• >: ... ...:-"--;..�.: ; � v..:------� #: ..; y7� x s FRONT-ON STREETS - FRONT-ON STREETS CONC. D,LACK 17 STABILITY CALCULATIONS WITH A FACTOR OF AT (_EAST ONE AND FIVE TENTH 1. H CONC. SIDEWALK CONC. SIDEWALK C SI „ E ( 5) SHALL 6 CURB ONLY CONC. SIDEWALK BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPARTMENT FOR CONC. CURB ROUGH GRADE LINE CONC. CURB CONC. SIDE ALK CONC. SIDEWALK 6" CONC. CURB „ CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. & GUTTER s & GUTTER 6 CONC. CURB 6 CURB ONLY' ' 0.25 AC/ & GUTTER 0.25 AC/ 6 CONC. CURB PROP. 56 R/�W & GUTTER 0.75' AB 6" CONC. CURB 0.75' AB & GUTTER 1& A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION PALM BREEZE, MOONRISE LANE, PROP. 96 s R/ & GUTTERW PROP. e96 s R,400W OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION ERIKA WAY & LEOS TRAIL, (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT N T S JOLIET WAY, JOLIET WAY, TO ADJACENT GROUND SURFACE /S REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROSSE POINT DRIVE, & SUMMER STREET GROSSE POINT DRIVES, & SUMMER STREET GROUND SHALL BE GIVEN. TRACT 30507 N.T.S• N.T.S. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT S'LY R/W TRACT BOUNDARY 12" ON CENTERS OR ANOTHER GROUND COVER. SLOPED OVER 15' IN VERTICAL 1 94 N'LY RA ABBREVIATIONS / LEGEND: HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; 44' 50' 10' R PL TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL (EXISTING) PROPOSED I LANDSC 2, N LY R/W APE 69. LOT NUMBER HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION i 64 PL DEVICES PER U.P.C., CHAPTER 10. 0'5 INDICATES PAD ELEVATION PAD LANDSCAPE NDSCAP LOT A.B. AGGREGATE BASE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN PROP. AC PAVING 1 2.0% MIN. I A.C. ASPHALTIC CONCRETE 1/2" PER FOOT FOR A MINIMUM OF 3 FEET, 2 Oq 2. MAX• 4:1 SLOPE 5, 13, I l PAD B.C. BEGIN CURVE 2- N ROUGH PAD/DET. BASIN NDSCAP C.B. CATCH BASIN 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. .._��.• - => M1.:_. .•.�._...,.;..,... ,;...t.:. _•< ,A}p GRADE LINE 1 2.0% MqX• GRROUGHADE C.L. CENTERLINE > :.. 2.1 E.C. END CURVE 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 2.09 - -�--- F.G. FINISH GRADE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ROUGH GRADE LINE F.L. FLOW LINE CHAMBERS AVENUE TYPICAL REAR YARD """ ``` FS.z7 FINISH SURFACE 23• CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE TRACT 30507 G.B. GRADE BREAK s DIGGING AT 1-800-227-2600. N.T.S. SECTION "A so SECTION OC SO H.P. f. ' HIGH POINT � W L Y R/W El Y R✓W ; Y INV 'r INVERT 24. PRIOR TO GRADING BETWEEN MARCH 15TH AND AUGUST 1ST, THE DEVELOPER SHALL PROVIDE 94, N T S. N.T.S. P D�r< MASTER PLAN STORM DRAIN CERTIFICATION FROM A QUALIFIED BIOLOGIST VERIFYING CESSATION OF RAPTOR NESTING PORTLAND CEMENT CONCRETE 1, ACTIVITIES ON THE SITE. IF ANY ACTIVE NESTS ARE PRESENT AFTER AUGUST 1ST, GRADING 44 50 I 10 R.C, ,= � , POINT OF REVERSE CURVATURE AND TREE REMOVAL SHALL BE DELAYED UNTIL NESTING ACTIVITY IS COMPLETED AND (EXISTING) , ROPOSED 6, LANDSCAPE P ry POLYVINYL CHLORIDE I I ( \�,<a Y V RIDGE LINE /W 3; :6 t,r� VERIFIED BY THE BIOLOGIST 64' LOT PL El Y R �' �; a 10 2' .Uo ,�,` c� 12' 32' 32' 5' 1' WHERE CURB Exlsrs �',_�` '`� b� ` ,� N REINFORCED CONCRETE PIPE EARTHWORK QUAN 77 77ES , NdSCA LANDSCAPE ;��� " t ` n���" '�` ��7 C. TO of CURB VARIES - 14 TO 16 PAD LOT •s-- PROP. AC PAVING 1 _ ,� .,.�,.n � . TO EDGE OF PAVING 1 2.0% f. < , T F. TOP OF FOOTING 2.09' AT NON-CURB AREAS 2.094p'�^� 'a� a T,G. TOP OF GRATE CUT=28,200 f CY FILL=92,400 f CY _ p 2. 1 MAX �3� TOP OF ---_._ 5 3 p - P� SCAP� 2: T W WALL SLOP W " PAD WIDTH ROUGH V VERTICAL DEPTH THE ABOVE QUANTITIES DO NOT REFLECT ANY SHRINKAGE, SWELLING, SUBSIDENCE, OVER _ , - 2.090 --: EXCAVATION OR ANY SPECIAL CONDITIONS THAT MAY BE SPECIFIED IN THE PRELIMINARY EXIST: CURB ROUGH GRADE LINE 7ROUGH -- GRADE LINE V.C. VERTICAL CURVE SOILS REPORT AND ARE FOR REFERENCE AND FEE PURPOSES ONLY. SINCE THE ENGINEER (NON-CONTINOUS) GRADE LINE PAD (21.77) INDICATES EXISTING ELEVATION MURRIETA ROAD _ ' _:...Y•.N. 22.y55 INDICATES PROPOSED ELEVATION CANNOT CONTROL THE EXACT METHOD OR MEANS USED BY THE CONTRACTOR DURING THE GRADING N.T.S. TYPICAL SIDE YARD __<< 2.� INDICATES EXISTING CONTOUR OPERATIONS, NOR CAN THE ENGINEER GUARANTEE THE EXACT SOIL CONDITION OVER THE ENTIRE SITE, a THE ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK QUANTITIES THE CONTRACTOR 26 INDICATES PROPOSED CONTOUR SECTION B SECTION D INDICATES RETAINING WALL I SHALL BE RESPONSIBLE FOR DETERMINING HIS OWN EARTHWORK QUANTITIES FOR BIDDING, CONTRACT, ENGINEER: DEVELOPER: SOILS ENGINEER: AERIAL DY- OHSS(o AND CONSTRUCTION PURPOSES IF IT APPEARS THERE WILL BE AN EXCESS OR SHORTAGE OF MATERIAL oe Nq� N.T.S. N.T.S. _ DAYLIGHT / CUT-FILL LINE MADOLE & ASSOCIATES, INC. JOHN LAVNG GEOSOILS, INC. INLAND AERIAL Q� �\-\cm S F �-'- --- INDICATES SLOPE 2 1 MAX. THE CONTRACROR MAY NOTIFY THE ENGINEER TO DETERMINE /F POSSIBLE GRADE ADJUSTMENTS CAN 8E MADE sir ?'G> _-i- -___ !' TO ALLEVIATE SAID MATERIAL EXCESS OR SHORTAGE. 10601 CHURCH ST STE 107 255 E: RINCON STREET; STE. 7 00 24890 JEFFERSON AVENUE DECEMBER, 2001 �f ;a INDICATES TRACT BOUNDARY - RANCHO CUCAMONGA CA 91730 CORONA, CA 92879-1330 MURRIETA, CA 92562 " ' �� �� PHONE (909) 985-0971 PHONE (909) 272-5123 PHONE (909) 677-9651 ;; =" INDICATES RIGHT OF WAY WDID i 833J300387 INDICATES PAD LINE N ��qTF o��•� � SHEET NO. J o 0 p SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BM 600=28-68 O WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE of a9Sls OFBE4R�NGs: TRACT 30507 Li SHALL NOT COMMENCE UNTIL AN �QRffE�r � MADOLE AND ASSOCIATES, INC. 74t <v �NOMAS F THE BEARING N 89.10 14 W ALONG THE CENTERLINE ENCROACHMENT PERMIT AND/OR A s�2 10601 CHURCH STREET STE, 107 OF CHAMBERS AVENUE AS SHOWN ON COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. �O RANCHO CUCAMONGA,CA 91730 TM4CT NO. 4794-1, M.B. 76136-41. a DIAL TWO WORKING � No, 62183 PHONE 909)948-1311 ROUGH GRADING PLAN BAYS BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS 1S RESPONSIBLE FOR * Exp 1423806 9-30-05 ELEVATION: ' YOU DEG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. _ IN THE EWNT OF DISCREPANCIES ARISING AFTER' COUNTY APPROVAL OR �� OF 7 SHEETS TIg,L FREE 1-800-227-2600 DURINGDETERMINING CONSTRUCTION ACCEPTABLE PRIVATE ONENGINEER R SH L,BEERPLANSSIBLE DATE BY MARK APPR. DATE 9T�OFCAL�F��� I= ARE BY: A R C.ES'KEERNO. 62183 SCALE' FOR: W.O. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT DATE: O AS SHOWN N/A COUNTY FOR APPROVAL BY THE COUNTY ENGINEER REVISIONS COUNTY C , EXP. DATE: 9-30-05 H' V: JOHN tAING HOMES FILE N0. �ir J:1714-18091aradinalRGira0l.dwa. 10/26/2004 02:23:44 PM,maara,mva PL 1-.--',r nA SCALE.• 1 " = 30' 21 MAX 25' -1'�'�\__�-�I"It '--\i l t""',-.1\1Z,-_..,. -_'1'Ir'�i._�T"j'!-i ZII i.__Tj,_.-7/_-","-L;'-"1I,I,I---_'--,1 1i-.-'I\\11I,".rI 1''!�1'�."I,,�1,I'll,I';';T�-.�"';Ai\�'/-'-jA'11_' -_i,i--. Im..'"�AI A6 t1.!I 1I'I�I I,n_�SF'',O, %y r�''1n_l..I_..,',-.1\,'_._F'..'A.."6;_I TI---!J A4--"'1'1,'__�' * 4 _.1i"I - ,_-%""__I-.',11.­-i.­';;'1-,-1-1-1-._1,­-1-\X-­,-_-11_'_"�JI, -_-�,",'-.'-_-V-,­-------._I"I-,.-­--.-,I---_', -1-,O­,­R-"-_w__-'_--""N'­,I1,,'o_J-J.1w--_1,_/!_I;;_ E_=v_ �)I 0.-\._ I�D_-­ 4 4I;�II�__m­j_5;I II�',m_,7'l. ­-,--­'.I:i.-­.1 , 1 -A1j.: _.__.­_:­_n _-P1­L.. ::T­ y p' � SLOPE � RCFC© ACCESS . ROUGH TRACT BNDRY. I GRADE UNE FUT. PERIMETER WALL SCALE IN FEET ? PAD EXIST 6' 0 30 60 90 120 2-0% , FG � MASONRY WALL ROUGH 2 Q `..; ` '' GRADE LINE 6� 2:1 MAX. •Q. . 2,09 -- . SECTION "I" PAD — , N.T.S. IF 1I LL— L EXIST. -. - . ,_..___- f ry--- _ P. CULVERT CHANNEL f , PRO , i , l"Y - I T i t_ - _ _. • , , I i ) E" ,; z _ / __ ___ - _i �` CTION j ���� j , -------- _.— — - f J I,-- :, Y .. _ - `I is 3 £ .-_ -1 SE ;�-�r I r � � NORTH SIDE �r{ ; F i _.. _„__ i ,..'3 a r i fig" ,....1 g� 1 ' :._.�-__ ' .___._._,_-_.. - _ _ ••\�L _ ._.,! j' 2 -... _ .- --- ,. - �, r -. 0 "'"t` \` _ 1 i_— ___ , - • I , _-__, .. _.. ...... -- - _ _..... .-- _..... - --. , ---...., -.. . I / m', • q .; , _ m .. i •- "--=' 1 1 � U .. -- ' ., - i _> __ -ice 4' 1 .;,_ -;_ _ r ,. - --- ,2' 1 �., - - PL - , 6 .. B Y .1F.,-- _, TR _- _ NDR _ _/ rS _ _ _ A _ t` _, . I C,.. ;' 25 Y' _ - . . �?-------- -- - .._.-- _ .,._. -- _ _ ___. .. fl-- - . ._._ G . 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II1 I"A,a,('.�001 1n 5_0111"'(���'''N1 I i­ -"I�_-,'.4 -x..I--(.(-I-mL0\.Ie,AI1 w�--(�- ,1.,e1.,'. ",,_,I1(-"I,,I,,e--._9''- Zff N ~- _ [ U J i. __.___ A T.10 YE 37.5 /� to 1 f � � � JI r f __ _ — — 7�"I'_.­.\;-, rI �, _..__ _,_____ _ qi n/N'.--_; �,-1- .1:­:j'�.'::�: .:'\1:1I'I� j'I,.1 I.'.-"- 0 �H_ - . /-- _ _ 0 - ' - - Q`3� E �. , --- c EXIST. Gc y �, > g - PROP CULVERT Id p, TRACT BOUNDARY Ir l o �G 1, j TRACT -USA K �` \ t. 1 CHANNE E C 1 _ �G ,�'1• Q f { T'I T I 'T" - ss I I �s G���, F� 61� �' �s 'f "i F'TT�'T'rt i�'i i l C \ k� F� I F ��',G � FG I R/ T F �p2� 6 skh F a C, N 0 , L = yW G �.' i ^� 'ems FG G /' / �1'F `� o �, t 1e1 ,� `� �5 F - �r f•si j ' ra.. ; � , � g ''t� � _ _" H SIDE FO 1i I _-�.., 5 ;�� I -,,�, ,�0, ., ,��j �,� '�FG �, �, , _ ,; ...,i.. ti + �,,__ F F �' `-� `L�0 i ';' 1� �g� 5 t ; �': I o 1 /_' � i ��, �� Q D a 1 4 _ � __ = 1 2 �� i [' i. EE P !p J ` B Y ti Q Nr F-- + i ' I �r 1 G' a I i , , a r �, _ t 3 -__s ' r,' 6 �� ' Q Fc RCFCD ACCESS s- �', r. .-- 33.1 " I\ } i - " 1--r � �`� _ - 33 3 -)- _ 9, G\ I 3.5 32.9 --- t` . _.---- - I NDRY �: ' i - I a f „ , __. FUT PERIMETER WALL r y �,9 .r x e i _ __, ,__ • _ h\4 00) L_ ti, EXIST � t i > � r s i h G� 6 � ,•• ! :33. ' ° ti E : /`/' P MASONRY WALL _,,.. ��' F�` i - ' 9ja ';.`s - \ 6 F I r' ROUGH I 7`` I 0 i ;' � 1 I �' GRADE LINE [ ," , � .� \ _ A> 2 1 ` 4k i ._. ,I. s 3 C.,,, ,�� _ _ , _ , ,I 'S G 8 / t � - - , G �_ ^\ ' �o, �_ ({ �•�' ; 3'9 o 4� �� ' 4 "� �;# 0 _. 0 0.32 4�SO' i . /f( — �,i ' �.' �'. �38. Q05' F� { �ti 0� p 99 30v , 1 rF \ 1__" i f�' I I V 1 .�j f _ — {i,— i i -___. ___ ,, J _ ' I - J 1,, ' i r f �l i i `� '� "h �`��� coo E '�� _.._ -__, L -- EXIST _- 3 J L , g �-- g9 i �� G �^� F 35%�• 1'' °� o I� DRAINAGE '� �G/ h 1 G w,-� I E D< �G ��` Qt �-- l %g '� �G , ` FS 66„_,. �., G -_., �0. �- , 1 `', N i {c i PROP. CULVERT CHANNEL 32 - _ __ �� __ �_ _ __ _ _ t J i �/ PRO ' -WATER✓- 4� _ �"� __, , - 0, �OF G d , - ; , , � - ah — �� 4, ! 1 r SECTION G F ,30 \ 100 VC P.l. 32 19 4 � I I _ _,. r- - - _ _ _ !� _., , � ! � .- -%. -.1._ �' .1.,,,0l �..• ,,,,I, (:�,. � ^J G r ` .ram , �. 0 G I , - 1 f ( F I' I 0 5 , , 0 1.09 \ G G G G G G 1.09 g S , r� ! o i NORTH SIDE ' l 32 3 QG 30.67 5� �G t �� " �1 �� -� �G 0 a.. 1 d4 t �- i i 9� .32 - 32 8 7 ._ 4G/ Fs j ,�1 f ,t ', - --1 i 1 J GP $ ! ` i 0> 0 i � 1 _ 'g L (G I 46.59 �� 50.95 � 50.94' 47 52 I �p G i I i ; Q __ ,. ., ,, ; 1 is 124.41 A - ."�°��'C r/ 1",� „ t r F D ( �Fv ( r, ..--..._._.4 J,: )J i d #. 's ,� t4 \� ! �l� N� CG 0• '\ IQ I I r i +, s .._.,� .. ..__- 1 Q ,._.-_ - V E _. -......._-.... '� ' ;, 1'. �ti `L G .�.� - 41 0 g G F 0� 31.3 O9 1�5 U�. ,r 4; TR 6212- 1 6 Z� I 5 _ 0, � N f :� ii l"_�." 7V2",,"A-,'- r-- _^ �, z i i `Lg�G G' �G `9°� ,' �\ 1U s 5 G-, a� i' _ �'! t ti h ai w € i' RACT BNDRY. i i °o�_ _ ^� i i I , I r ' ! ; $ _ sue: �; I �� gg F g, _ Z hi ;+�,: I= I i ,if, N k. 9 G (j ;t , v �''� -i 3 er -3 N a �1 , r' _ t i,. � �4� ,• ' _ a a' rn W 108.51 �' x ' —; ; ,! ;f. PAD T. PERIMETER WALL ,. .; , 0 �� i � 0`�j�` - �I - g i �..1 , w i I > 33,3 33.6 i :i i i 1 ; r \• _/ •_, G 33. 1 6ti ti I 4.2 MAX , , y g ©rp �1 `-- _,/ :+ ':' , �'_ Cti 6 D<G a__ N h �> ' - ET WALL ` 3 ` / # F. F 51 N �. I I � , R " ,, ' �''1 '� G � li' �' GRADE LINE - EXIST GRD r fi 32.01? ; ",'cam i f I tip�" .. -. i `C�J �. `� , ! i ( t �� ` i 1 ! i t O;. ' , �e Q , 1 G g� �:: g• �, 31.4 I t, , ; : :: _ 5' Iti { , :1 1 G� �� ° 2 F� �G `J �`" , !i ; I 1 I -- 1_____ _ i' 0 0 5 1 !- _ ..� �:,i �. i CN - H i ' Q o ti ; I i �..- �-. . _� ;'ti ;' S 1 _ tci L6 1 G ° w I __ - " , „ -- � ,� `� "'� 1 1 , !! _.--__.._,.-_..r___. / ( p 6 A.4 _h i 4 t ', i r-- o __. f� 1 — ,--: e� �•G T'X i i ' ii .'4 }.�..� _ ..._.._- .�.._._ , , •V I .. .` i\ n A Y f � ✓ i� f_...--,_—_I � f - i P.. 3 y 3 i V d - i-- J" ' i `i �` �� 6 165 6 110.76'G' 4 € i ' ' :EXIST. DRAJNAG `h u' '� w 9 `n `L E i to �r0 .fo. . 0 i 1 , `L 4 . Q, - IG >v ,. � 5 �y. � G�� �o pg t 30• i t CHANNEL I , �o.G 13 G 62.07' - 50_s5 F 50.94 62.Do g , 2 E F ( " • _ I _ - - - q i ,9� j , 1 t Q SECT i l i v' �0 i , m : 6 7 f 0 "9 7 0 , ;t _ :�} (� Q `` ,. G , G o 3Q. '. EAST SIDE _.._w_,_ :; i ro - 2 6 5 �G FG F o G 7 !i i i I ;; - f bt- s: ! „ ; s I `� �G FG F \ �f 1 �-� N.T S. ; --•. f f ;; , , o n R `7 0 ; rf i ; _ ` `� r" I 4� E = I o }4 30.6 1 E Pi 4 a t f o n o o•� �o LO M__ `L�'G ,� . t -- �. _ - • 0.3 C " n 3D, 0 3 �, l/ FE 1 - 11D �� I in n0 I.,0 _ r _ 1 �`� c . nh S 2 �. , , 1 , , :i 6 , t� tip` _� to / ,_r%.e- , ! ,�\vR{Y„>7 ¢ ri R n 1"iC••'�`�"�.r F\.�9. W ,- „ m i�•C rs�b " 41 Jr G7v'6j i 7`�;niGp Ex K� a l �� z1` J' ClVii_ ��� "1.. j v\, �9TF 0 kF h NOTE: M SEAL—ENGINEER Prepared Under The Supervision Of : BENCH MARK: -28-68 ?• � SHEET N0. C T 30507 WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF 8ASIS OF BEARINGS: V SHALL NOT COMMENCE UNTIL AN PR�EffN MADOLE AND ASSOCIATES, INC. THE BEARING N 89'10'14" W ALONG THE CENTERLINE L OClI Y TY �NpMAS OF RI VERSIDE � ENCROACHMENT PERMIT AND/OR A ��� s�� 10601 CHURCH STREET, STE. 107 OF CHAMBERS AVENUE AS SHOWN ON RANCHO CUCAMONGA,CA 91730 TRACT NO 4794-1, M.B. 76/36-41. DIAL GRADING PERMIT HAS BEEN ISSUED. 1z No. 62183 �0 PHONE(909)948-1311 p TUCI af]RKING ELEVATION: 1423.806' ROUGH GRADING' PLAN ,"0 BEFORE :DAYS BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR .b,� Expi 9-30-05 * _ YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. I IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR �� I V 1 L ��Q OF SHEETS TOLL FREE 1-800-227-260Q OFOR/DETERM/NJNGSAN ACCEPTABLE S UT/0 LAND REVI NG BHERPLANSSI DATE BY MARK APPR. DATE gTF�ECAIIF�p PRE RED Y: A R C EE NO. 62183 SCALE: FOR: W_©. COUNTY A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY ENGINEER REVISIONS COUNTY DATE: 't1 H: AS SHOWN V: N/A JOHN LAING HOMES FILE N937w EXP. DATE: 8-30-05 J:\714-1809\aradinaiRG1ra02.dl-,A, 10/06/2004 10:36:41 AM.maora,mva. SEE HEE T 2 r hil"Al liid; . ...... _Q) 6 Q) L0 L6 110.76'G col ti� Lr) (0 0 Xt • 62.07' 4' 62.00' al 6 < 50.9 cx: 4 Q2.W' Q:1 0 L j 'N ZI SCALE. 1 " -30, Q!) Q) .... ...... Z 110. 111 N� 166 TW kr) 4 CO SCALE IN FEET 3 Lv­ 0 30 60 90 120 110.00, Q) 132.00' 116.00 1�J 13' Q� 0/ 5 29. 1W c_ LO 16 1 7 1 n N Lc) 1z 116.00' 110.00"\\ 132.00' 10 � IS C) Lo "w Lo ...... I F Q> Q) Q) t2 C29.D2 1 J ol 0 1 1 i, rFLr) 111.20' "In------ 1c) q it --- ------- e � i T' '00,d 1' 76.02' -.J 1J1.85' G .......... L0 4 cj T". b XP 169 73 Q) 11 1.J4, Z �1 23) *..: , ­­ ­__ ­11.1 - 1 1, _�7_ 1 1 ", 1� t) 441� u- - -- I - 1 11-0 W, X� 3: 14 IV, I.- -9� i; 50 - - j Q)17 110.00' 4 129. 13' 5 V, (f)- 4� 10' ' 1 � 3 ' • 32 2 • (28 ) Q 8 6 Q o l l J rA.) f _2KCP 'b 118.94' I 1J.78' % ky C'> fI r f I }F � , ^Q!) 28:5�) 4�i) A ii N i1 , tj c LO � 4� OAI r 1ww fi 113.00' (lob' Q:) �Q Q)116.25 , ; Q Ilk &Z" �it Irb 4N _6 to 1�0 120.91,,' Q) tis 6C7, LO K N '22.92' 110.91 \_4 Q51 28.8 I �Yl ---------- J> A cs 28-6 Q) 12J.53 LO Q) 4- T 7) _U Irb", jq It 124.29' 110 c6 Q) C) 01) ro LO 54. tiG C) A, 2�Z7 Q) 11704 .9 117.41' FG ov -D5 PADI 16 (01 P/ if Qp- 112,00' In LO Ily T�LMBR L 26G 0.5, E 2 Vc 7 97 09' < T P1 4,97 41,650,V j Q) iLl L0 Lr) IV, I 1 .,' '., I ., i ; ..�Ac J _: " '� ,.' ri GJ vv ; I 1 ! A, 26 L 10 I j 112,00' } I Zf _ �11 U 50.00' 8.40"L;=17,97' --J 50.00 41.00 28.4 su,4 No. 62183 Oil Q) m PADUNE _,eirr " Exp. 0 -30-05 7) ri 3 0) ,Ob JI c w,_ OF ko`i SEE 119CHEE T 4TF O NOTE: SEAL—ENGINEER Prepared Under The Supervision Of - BENCH MARK: 9M Ir-600-28-68 SHEET NO. WORK CONTAINED WTHIN THESE PLANS PREPARED IN THE OFFICE OF TRA C T 30507 SHALL NOT COMMENCE UNTIL AN MADOLE AND ASSOCIATES,INC. S4SIS OF BEARINGS: ENCROACHMENT PERMIT AND/OR A 1P 1- 10601 CHURCH STREET, STE 107 THE BEARING N 89*10'14" W ALONG THE CENTERLINE COUN TY OF RI VERSIDE AAAAAA . OF CHAMBERS AVENUE AS SHOMW ON RANCHO CUCAMONGA CA 91730 TRACT A10. 4794-1, M.B. 76136-41. GRADING PERMIT HAS BEEN ISSUED. It PHONE (909) 943"1311 3 DIAL < No, 62183 '0 lz� TWEI' WEIRKING 1 0 X EL EVA TION.- 1423.806' 00 BEFOREDAYS BEFORE THE PRIVATE ENGINEER StONING THESE PLANS 15 RESPONSIBLE FOR * Exp 9-30-05 ROUGH GRADING PLAN ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 0 YOU YMJ DIG 7 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR OF __ SHEER TIOLL F DURING ME CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE PR�YVAR BY: A T WEERS SCALE: FoF FOR: W.O. COUNTY A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FOR DETERMINING AN ACCEPTABLE SOLUTION AND REWSING THE PLANS (PS SHOWN NIA 11m 142 FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY CA DATE: R.G.E.. . . N 0. 62183 EXP. DATE: 9-30-05 H.- V: JOHN LAING HOMES FILE No9- ,?7&o 4; Jft714-1809karadjna\RGkm03.dwa. 10/06/2004 10:37:54 AM.maara. mva SEE SHEE 1 3 L 117.41' Q� 1 0�4 _x k6.,g 4i� LO FG Q11 Lr) Q) PADLINE 1 12.00' LO 6 lb 6.7 019, VD_ ro 8 WE aT, 97.09' ti� 141. 7 4.97 1 Y" 0 PALM LAME 50W I cj Q) SCALE: 1 30' 0 .7 26.6 12 dl 0. I-Ell�l I SCALE IN FEET ro 112.00' ynl� 0 310 60 90 120 50. 6,44,60 1 1" 4 1.00' q 00 50.00� 24.40'oy 28.4 L= 4 .own oo 16 PADLINE ;3 j, Q) +Z-? ro �1)1 it /11 C'a 112.00' b k- x . ......... 4 L L 50'1 4� Jp j Q� Q) Q� tf) LO 0 32 A- x T .95 1,12.00' i o�o 7P 50.00' ir i I 50.00' U 56.00, lo /40! 46 74.521 4 5.00' 120.89' 115.00' 44 Q) 7 08.69' 27 106. 14' Q> Q) N M, VIRoo V D3 Q) 2:7- 90 Q� 2.Or. 1 112.00' %\ LL, 115.00' Q) Q) Q) < Q2 Q) Q) t 13 Q) < Q) Q) L0 112.00' < Qs LO j! 715.00' C2:7D.9 ]LU h - < 110- Z Q) Q� 7 ,VN'. 134 f L4 ­11- 1 1 \1 ._97- P. =26.06 Q) 303' Q; Lc) ell Q) 1_44 X4 De:5, 112.00' Z Q) 1115.00,�• G 2� fo �G ( + c s y Lq oly 0;I Q) I , -, Q) <�j A-� 135 Q� 4. Q) A- R" Lo QL: Xl�44 H \j X 5 2 C Lo A; 112.00' Ln ro A -N Q, Lo LI X 115.00' 109.37' Co. Q) Q) 3 E . - / 'OZ 2JI Q13 ------ ------ 51 Lo 10 4� Q, Qi Q) U _D J 1 15�87 1 403 <-A 77 :L 112.00' N 4ry 115.0 0, 122.40' Q) Q) 0 Q) 'o K oo ib Q; Q) Q) Q) ,04� .47' Lr) Q, 3 0i Je ;�,idj' Z • 12J.00' 8,9.20' 5.1,Y rf 00 Q) 5� 1 9.1 238.00' 2.08% 10 _N 9) 0,502%V % 121.62' ik 7 h sr-..-i tT i Co t .i , r. ? VJ I S _y�•"1 F R./M VRq 4i r,,x N C4. �,j Q)t 10 Q) �SI44 If E7 J�_ wo cl: r)" N\_ or SEE SHEE T 5 ^I NOTE: Prepared Under The Supervision Of BENCH MARK: O U WORK CONTAINED WITHIN THESE PLANS SEAL-ENGINEER PREPARED IN THE OFFICE OF BM IT-600-28-68 TRA C T 30507 SHEET NO. BASIS OF BEARINGS: SHALL NOT COMMENCE UNTIL AN MADOLE AND ASSOCIATES,INC. THE BEARING N 89*10'14" W ALONG THE CENTERLINE 10601 CHURCH STREET, STE. 107 OF CHAMBERS AVENUE AS SHOWN ON ENCROACHMENT PERMIT AND/OR A UN TY OF RI VERSIDE *^V*%%% Romp Aw0^%%Vwwm RANCHO CUCAMONGA,CA 9173 0 TRACT NO. 4794-1, M.B. 76136-4 1. GRADING PERMIT HAS BEEN ISSUED. < No. 62183 PHONE (909)948-1311 DIAL TWO WORKING ELEVA TION.- 1423.806' ROUGH GRADING PLAN BEFOREDAYS BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Exp: 9-30-05 T 209 YOU YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. 7 lOF - SHEER. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE AgD BY: A T SKEERS SCALE: DURING THE CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR: W.O. COUNTY TOLL 1-800-227-2600 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS CA ir R.C.E. NO. 62183 AS SHOWN AIIA PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FOR APPROVAL BY THE COUNTY ENGINEERREMSIONS COUNTY DATE: EXP. DATE: 9-30-05 H: V: JOHN LAING HOMES FILE NO 7- A V .93 J:1714-18091aradinci\RG1rciO4.dwti, 10/06/2004 10:38:21 AM,macira SEE SHEE T 4 L6 s� J6 �6� 1 tt _ 5. 4 0' F 123.00' F; ti G 3 4 . 8s.2o' f _ , 4 , 0� �r 238.00' Jzq I 352.087. LO ` ' z . .. / / G h VnV' fn , gZAP 12 t h 2 11J p(1 j tN } SCALE.• 9 — 30 J 2.60q - © — — - r Z� 1t O c SCALE IN FEET , `t ' F t 30 60 9f 120 s 51 h _ `TR=2.95 6� 237. 1' i 1 115.70 �'� 121.81' !; ��.':`.-.fir � t �'s� ..-_. >, l ,�l t 1 ,- 9,l 3� ';} t, r `( 1� ;` ��'� � �� k, Cj,•� 'S O -i� I , -.._ _.._ .., �� - ;; (gyp/ s F „ 1 � ... a '.• �; 1253Q! 1r� -9 cfo. a, 3' - i I , , 5 I ' 122.fl4 a ` f 0 t o I ? z { � ;��,•'Q ,, � . , ' , ,, t ' f , ✓ I it XQ C r i e i 11 50 —f 3 j 139 25 5 G:J451.9s s °FS ; 'j �`� ; > > N t"Fj`P paJ ��FO �Fs,, `Z N yj 0 e r t 32 � _ 114.73' 6 O y 132.10 � 2 • CIA 25.fi 82 �It 25.7' LO 110:21' t r 6 E i C s - - ? ? 1 16 74' 1 10 00' , ' I s _ 5 n ID V 4 i ? •� 136 22 f .,....' i S rg �° 25.4 , o AA 8c� i t 9" r- •tF �.,\ /- , 5s T Q V .. �V 1 f 2 81 .4 � 9 I z 1 I G G I L . x F�' 110 35 l { 1 { E / 11 it '4 C2 N 5 -- l ; 3 1 D5 115.0 1 � o 1 's 0 I , 6f r , f - G 137.00G `b 0 , LO r ,{ 4 9 25. 1 f I ' G + t t S t i { W �p I It" N 1 2 Nf F I I g <' 110.00' \{ ? 1 15 00 , 1 O' Cr !+ Lc) 2C7 O i -- 1_ " { i 37.0� o o �Q 5 Q44) a ! 9 t 6 ' o 2 O 0 .<..� o � F 110.64' \ sf fti l Z a f� o , el - f , ,� 7 _ _ �� I ��� �,-� �F �,�• � ICE , t—, 4 - �3 W 115.00' k 110.00' S�G ; } 2 z { 137 00 g q O s 1 4G F{`• 78 51 6 �t�� 2 F�' 110.79' p�`L ro PADI.INF cw �`l 3 W1 . S 5 .� r ; R r 2 I .._ _ .� o^l ; _ _ . ! yo 5 ll r 137.0o' A ? FLo Q ti 2-G Rr � �y-� G � i `L. .� ;.k _, ti F 110.E .._:�_ P.l.=228 _ 50 VC =�?2 x� `� �,`� c >\ r , tj ' L F o'v I 2 r f t , , t 36 P. -23.ti PO C z ( z i p ! , "a ; , S, ( � i 9 ea 't '1 p p,� �t (�J" I � � .,.i y. {� �W..61„ �{4. �• (1 /, ,, ii ` `, ; ► V lJ ' M• � ,. �,.b,.ONW)" 5 G y. �• G 2`�'�G 1�`L ti� F s;; f ION V Y4 24 2 25 0 # g* (} i t4 1 �5 1 4 PI�D�.I PROP. 24 S.D. f - £ err tl Il ff3 F 137 00 � p _._ � •G �' 1 t 1.OS'��a •� ' ; ! tip�G' G �,•C, ��(C� �� �`a�GF G?.� 2`L�0 2 F � � ti• � ; { � (, .; l �_ 1 '' i t (.�� i ;'fe' s i 1 G 'Q I � _ � ...!.Y.``uj. •'!-15 i 'i 1 ' I 1 -4 � � � N 2 � S t f I t '.l `'•, 1 _�,� v_ F `C�`) ' t i N .�� •-`- d' , vl V 2 ' f :l,i '•,,�y f hw.;q •t.h lJ„ i •J_' 77 C1 A q ` i i �T f ,I+�.�I/Y + •: J� n�,� Tl n�c� d CL ...�. .. 2�. .>1�h\ ` :; ✓ ':'c`. � i......, -. .. �• S _�'*� •.. ■ � �� 'Y ,:' � I .� O - ;., O • ,, �', E`�,cV•�''' �w fJ 1�O GJ,i o-i CG Exp. 0 3 0 } , f.,, • y,• c r ��� SHEE T 6J'J9T CIV11 SEE F OF NOTE: M A � SEAL—ENGINEER Prepared Under The Supervision of : BENCH MARK: BM #T-600-28-68 ����� ����� SHEET NO. h WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF BASIS OF BEARINGS: co SHALL NOT COMMENCE UNTIL AN e��� � MADOLE AND ASSOCIATES,INC. � C��lV T Y OF R� 1/ERS/DE DMAS QC THE BEARING N 89-10 14 W ALONG THE CENTERLINE ENCROACHMENT PERMIT AND/OR A � a s��2 10601 CHURCH STREET , STE. 107 DF CHAMBERS AVENUE AS SHOWN ON RANCHO CUCAMONGA,CA 91730 TRACT NO. 4794-1, M.B. 76136-41. 5 GRADING PERMIT HAS BEEN ISSUED. Q No, 62183 �� PHONE (909)948-1311 � DIAL DAY WORKING 14238Qs' GRADING IPLAN BEFDRE DAYS BEFORE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR * Exp` 9 30—OS � ELEVATION.- t YOU D G YOU DIE ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DMGN HEREON p Q OF 7 SHEET,:, �IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAt OR y TOLL FREE DURING THE CONSTRt/CT/OBf THE PRIVATE ENGINEER SHALL BE RESPONSIBLE DATE BY MARK APPR. DATE I Cjul\- �� PR A BY: A T SKEERS SCALE: - FOR: W.O. COUNTY -8a0-227-260Q F'pF-CA�IFO p R.C.E. N0. 62t83 � A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVfSING THE PLANS DATE: C� 2- H: AS SHOWN V: N/A JOHN LAING HOMES FILE NO��� FOR APPROVAL BY THE cauNrr ENGINEER REVISIONS COUNTY EXP. DATE: 9-30-05 i:i714-18091aradinalRG\ra06.dwa. 1010612004 10:38:46 AM,maara r SEE SHEE T 5 L0 Lo r f i , V 1 , . 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DATE �qT CIVIL ��~� P EP ED BY: A T SKEERS SCALE: F SHEETS TOLL FREE 1-800-227-2600 DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE E R.C.E. NO. 62183 FOR: W.O.wO COUNTY l0 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS REVISIONS COUNTY OFCA�IF DATE: CD L�0 H: AS SHOWN NIA A PUBLIC SERVICE BY UNDE D SERVICE ALERT EXP. 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( Si :. , - �•'•� 1., ;,q Cin g! r x -^_., t ' 1 t •` ' ( 7^e J,.,., ,a a F pi C� '-„. �'; ` r i `n., ,..-.. ,..i 1_�� �,,' i y0: t c.i?,,�C C to>' �t-1c;�Ob i l , - . ._ , -. :, 1.., r : - OF C AL�F _�` `}1L61},' P\ 7 NOTE: SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BM #T 60o-2.6-6s •�•�� �• ��J�, SHEET NO. WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF BASIS OF BEARINGS: Q SHALL NOT COMMENCE UNTIL AN I'?, MADOLE AND ASSOCIATES INC. c, -\\-10M,4S �F THE BEARING N 89'10'14" W ALONG THE CENTERLINE CDUIV T Y OF RI UERSff�E s 2 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVENUE AS SHOWN ON M e. ENCROACHMENT PERMIT AND/OR A ��'o� � GRADING PERMIT HAS BEEN ISSUED. Q RANCHO CUCAMONGA,CA 91730 TRACT NO. 4794-1, M.B. 76/36-41. o, Q No• 62183 v, PHONE (909) 948-1311 RQlJGf� GRADING PLAN 00 IAL TM[} Wi]RKIIVG ELEVATION: 1423.906' A Ell, 9-30-05 y� BEFORE DAYS BEFGRE THE PRIVATE ENGINEER SlGN/NG THESE PLANS IS RESPONSIBLE FOR OF 7 SHEETS �. YOU DIG YOU DIG ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE !-_ BY MARK APPR. DATE ��9 Cl ��� XA BY: A T SKEERS _TOLL FREE 1-800-227-26U6 DURING THE CONSTRUCTION, THE PRIMATE ENGINEER SHALL BE RESPONSIBLE TFC1F F � R.C.E. NO. 62183 : FOR: W.Q. COUNTY I\ CAl1 : a i`� AS SHOWN N/A I A PUBLIC SERVICE BY UkDERC2DUND SERVICE ALERT FOR DETERMINING AN ACCEPTABLE SOLUTION AND REl/1S/NG THE PLANS EXP. DATE: 9-30-05 H' V; JOHN LA/NG HOMES FILE NO93 70'FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY " J:1714-18091oradinalRG1ro07.dwo. 10/2C1/2004 02:21:59 PM,maora. mva RIVERSIDE COUNTY SEWER NOTES SUN Cl T Y s o � 1. SEWER SYSTEM CONSTRUCTION AND MATERIAL SHALL BE IN ?,A C T J0507 O ACCORDANCE WITH EMWD'S STANDARD AND SPECIFICATIONS. ETHANAC 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE. Q (CONDUIT INVERT). SEWER WATER IMPROVEMENT PLANS 3 CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS EXCEPT WHERE SPECIFICALLY DESIGNATED ON PLANS PER EMWD STANDARD AND SPECIFICATIONS. (FOR INDEX MAP, LEGENDS, AND STREET SECTIONS, SEE SHEfT 2) 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH ��STANDARD DRAWINGS SB-53,SB-56, SB-58, AND SB-61, AS ROUSE RD. oQ APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM FOR THE INVERT. Z 5. ALL LATERALS SHALL HAVE AN ON-SITE CLEANOUT IN 771 ACCORDANCE WITH STANDARD DRAWING SB-52. CHAMBERS 6. PRIOR TO CONSTRUCTION OF AVENUE �� W E ��SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING ELEVATION AND Q. LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE EXISTS, NO ALTERATIONS SHALL BE MADE TO MCCALL BLVD• EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY AUTHORIZED BY EMWD. 7. - ALL SEWER INLETS AT THE MANHOLE SHALL BE SUCH THAT ITS CROWN SHALL BE LEVEL WITH THE CROWN OF THE OUTLET PIPE, AT WATER ESTIMATES OF QUANTITIES coiyT. QUANTITIES THEIR PROJECTIONS TO THE MANHOLE CENTERLINE, 8. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB-177 LOCATIONS OF WYES AND LATERALS, SEWER ESTIMATE OF QUANTITIES QUANTITIES -_ 2I HOT TAP EXIST. 24" C.M L.a C WIL WITH 24"X6" TAPPING WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED SL 5. EVE WITH 6"FXF R. GY. BY EMWD AT DEVELOPER'S EXPENSE IN THE FIELD PRIOR TO CONSTRUCTION TO MISS DRIVE WAYS. INSTALL STD, FIRE HYDRAND B- 362 2 EA VICINI TY MAP ALL LATERALS ARE TO BE 4" UNLESS OTHERWISE SHOWN c 7 }- INSTALL 8" SEWER MAIN --------------------------------------------------------------------- 5,705 LF 22 HOT TAP DIST. 12"AC.P WIL WITH 24"X6" TAPPING SLEEE N.T.S. ON PLANS.CONNECTION OF NEW LATERALS TO EXISTING WITH 6" FXF R.S.G.V. BYEMND ATDEkELOPERS EXPENSE' SEWER ARE TO BE PER STD. DWG. SB- 176. 22 INSTALL PRECAST CONCRETE MANHOLE PER E.M.W.D. STD. DWG. SB-56 ------------------- 24 EA. INSTALL S7D. FIRE HIDRAND B-362 -__ __ 9. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS INSTALL- INSTALL TERMINUS MANHOLE PER E.M.W.D. STD. DWG. SB-58------------------------------ 1 EA PROJECT MAY INVOLVE WORKING IN A CONFINED AIR SPACE. @ CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR (�4�--- INSTALL 4" SEWER LATERALS PER E.M.W.D. STD. DWG. SB-177 ---------------------------- 5, 124 LF WA TER CERTIFICA TION ENGINEER'S NOTICE TO CONTRACTORS SPACE" ARTICLE 108, TITLE 8, CALIFORNIA ADMINISTRATIVE CODE. 10. WHERE GROUND WATER IS ENCOUNTERED, ALL VCP PIPE SHALL 0- INSTALL SEWER LATERAL CLEANOUT ------------------------------------------------------ 174 EA BE TREATED FOR ABSORPTION RESISTANCE PER EMWD S ___________________________________________________________ I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM /N TRACT NO. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND OR OVERHEAD UTILITIES OR SPECIFICATIONS. 6 INSTALL BACKWATER VALVE 11 30507 /S IN ACCORDANCE WITH THE WATER SYSTEM EXPANSION STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. THE ENGINEER ASSUMES PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES NOR FOR UTILITIES OR 11. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710. 1 WATER SERVICE, STORAGE AND DISTRIBUTION SYSTEM WILL BE IRRIGATION LINES WHOSE LOCATION ARE NOT SHOWN. THE CONTRACTOR SHALL OF THE UNIFORM PLUMBING CODE. ADEQUATE TO PROVIDE WATER TO SUCH TRACT. THIS CERTIFICATION BE RESPONSIBLE FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES PRIOR TO 12. ALL PIPE ZONE BEDDING & TRENCH BACKFILL ARE TO BE WATER ESTIMATE OF QUANTITIES DOES NOT CONSTITUTE A GUARANTEE THAT /T WILL SUPPLY WATER TO WORK TO ACCURATELY IDENTIFY THESE LOCATIONS. WHETHER OR NOT SHOWN HEREON, QUANTITIES SUCH TRACT AT ANY SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR AND IS RESPONSIBLE FOR ANY DAMAGE OR PROTECTION OF THESE LINES. PHASED PER STANDARD DRAWINGS SB-157, SB-158, AND SB-159. FIRE PROTECTION OR ANY OTHER PURPOSE. UTILITY RELOCATION MAY BE NECESSARY AND SHALL BE THE CONTRACTOR'S 13. WHERE EXISTING GRADE GOES, CUT TO FILL, USE 10 INSTALL 1- WATER SERVICE AND 5/8" METER PER E.M.W.D. STD. DWG. B-590--------------- 174 EA RESPONSIBILITY TO CLOSELY COORDINATE HIS ACTIVITIES WITH THOSE OF ALL UTILITY SHORT JOINTS 2.5' MAX., 10' EACH SIDE FOR VCP PIPE, ,L �7 COMPANIES. THE CONTRACTOR SHALL BE /N A LOCATION REQUEST TO UNDERGROUND USE FLEX COUPLINGS FOR PLASTIC PIPE. 11 INSTALL 8" PVC C-900, (CLASS-150) WATER MAIN ------------------------------------------- 6,009 LF ��-r%� `� �-� SERVICE ALERT (USA) PHONE 1-800-227-2600 TWO (2) WORKING DAYS PRIOR TO E.M.W.D. CIVIL ENGINEER OF SUBDIVISIONS DATE � 2� a DIGGING. NO CONSTRUCTION PERMIT ISSUED BY PUBLIC WORKS DEPARTMENT SHALL BE VALID INVOLVING UNDERGROUND FACILITIES UNLESS THE APPLICANT HAS AN INQUIRY 12 INSTALL 1 " AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY IDENTIFICATION NUMBER ISSUED BY USA. PER E.M.W.D. STD. DWG. B-598-------------------------------------------------------------- 8 EA @-'(STANL INSTALL FIRS HYDRANT AND ASSEMBLY PER E:M.WD. STD. DWG. B-362------------------- THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE --- 3o EA 7 PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE /S MADE ?D F/REHYDRAND. WET BARREL,6 X 1-21�?-X 1-4 ) - ' THAT THE QUANTITIES WHICH CAN BE DETERMINED BY COMPUTATIONS, BASED ON THE WATER NOTES 14 INSTALL 8" FLANGED TEE -------------------------------------------------------------------- 6 EA DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. SEWER CERTIFICA TION THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE 15 INSTALL FxH ADAPTER ------------------------------------------------------------------------- 7 EA CONVENIENCE OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION 1. WATER PIPELINE AND APPURTENANT CONSTRUCTION SHALL BE IN AND BE RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A ACCORDANCE WITH EMWD'S STANDARD AND SPECIFICATIONS. 16 INSTALL 8 FxH RESILIENT SEAT GATE VALVE ------------------------------------------------- 14 EA l CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM /N TRACT N0. BID. ANY ITEM OF WORK, OR PORTION THEREOF REQUIRED BY THESE PLANS WHICH IS 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL J7 INSTALL BLUE RETROREFLECTIVE MARKER ------------------------------------------------------ 3� EA r 30507 /S IN ACCORDANCE WITH THE EASTERN MUNICIPAL WATER NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING DISTRICTS SEWER SYSTEM MASTER PLAN, AND THE DISTRICT HAS INCLUDED IN THE OTHER ITEMS OF WORK. ELEVATION AND LOCATION. &- SLEEVE HOT TAP EXIST. 12" A.C.P. W/L WITH 12"X8" TAPPING PROGRAMMED ADEQUATE CAPACITY TO TREAT WASTES FROM THE 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES x 5/8" METERS, WITH 8" FXF R.S.G.V. BY EMWD AT DEVELOPER'S PROPOSED TRACT. UNLESS OTHERWISE NOTED, AND SHALL BE LOCATED EXPENSE. INSTALL FXH ADAPTOR, 1" CORP. STOP. RESTRAIN 9�4AS SHOWN ON THE PLANS AND ADJUSTED AS NECESSARY TO MISS JOINTS AS REQUIRED ____R________________________________________________________________________ 2 EA J. T G L� o yt DRIVEWAYS. WATER SERVICE ASSEMBLIES SHALL BE INSTALLED IN E.M.W.D. CIVIL ENGINEER OF SUBDIVISIONS DATE ACCORDANCE WITH STD. DRAWING B-590. TYPE "B" ADJOINING 19 INSTALL 6" BLOW-OFF ASSEMBLY PER EMWD STD. DWG. B-357. _--------------------------- 4 EA LOT METER BOXES SHALL BE PLACED TOGETHER AT PROPERTY LINE. @Y-OUTLET HOT TAP EXIST. 24" C.M.L. & C W/L WITH 24"X8" SADDLED CONNECTION WITH 8" FXF R.S.G.V. BY EMWD AT DEVELOPER'S 4. AIR VALVE ASSEMBLIES SHALL BE INSTALLED IN EXPENSE. INSTALL FXH ADAPTOR, 1" CORP. STOP. RESTRAIN ACCORDANCE WITH STD. DWG. B-598 TYPE "B" ____--- NOTIFICA TIONS JOINTS AS REQUIRED --------------------------------------------------------------------- 1 � TIME LIMITATIONS 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO BE CENTERLINE (CENTERGRADE) OF PIPE. NOTE 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656 THE TIME LIMIT OF DRAWING(S) APPROVAL SHALL BE SIX (6) MONTHS AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, 7FIRE HYDRANT ASSEMBLIES SHALL BE INSTALLED IN QUANTITIES SHOWN HEREON ARE FOR PERMIT AND/OR BONDING PURPOSES ONLY AND SHALL FROM THE DATE OF THE CERTIFICATION. IF CONSTRUCTION HAS NOT 1. CONTRACTOR SHALL NOTIFY: E.M.W.D. FIELD ENGINEERING DEPT. ACCORDANCE WITH STD. DWGS. B-362 COLOR CODED GREEN. NOT BE USED FOR BIDDING. CONTRACTOR SHALL DETERMINE THEIR OWN QUANTITIES AND BID A COMPLETE JOB. COMMENCED WITHIN STATED TIME,EMWO REQUIRES DRAWINGS) TO BE (909) 928-3777 EXT. 4830 8. BLOW-OFF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE REVIEWED BY THE DEVELOPERS/DESIGN ENGINEER AND SUBMITTED TO WITH STD. DWG. B-357. SHEET INDEX J\ EMWD FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES 2. ALL PERMIT AGENCIES 9. ALL P.V.C. PIPE THROUGH 12 INCH SHALL BE TYPE C-900, IN SPECIFICATIONS AND STANDARDS. RIVERSIDE COUNTY ROAD DEPARTMENT (909)955-6885 CLASS-150, EXCEPT WHERE NOTED OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. SHEET 1: TITLE SHEET/VICINITY MAP/GENERAL NOTES J. UNDERGROUND SERVICE ALERT (USA) 1-800-227-2600 10. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY SHEET 2: INDEX MAP, LEGENDS AND DETAIL SHEET IRON. FITTINGS SHALL BE FLANGED, BOLTED MECHANICAL APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT SHEET 3: JOL I ET WAY MORTAR LINED AND TAR (SEAL) COATED PER EMWD GROSSE POINT DRIVE STANDARD AND SPECIFICATIONS. 1 1. ALL DUCTILE OR GRAY IRON FITTINGS SHALL BE SUMMER STREET DATE 9 � 7-d 13Y' �, �.�- : y-_ POLYETHYLENE ENCASED AT THE TIME INSTALLATION PER SHEET 4: LEOS TRAIL EMWD STANDARD AND SPECIFICATIONS. ERlKA WAY 12. JOINT RESTRAINERS SHALL BE USED ON ALL MAIN LINE SHEET 5: MOONRISE LANE PIPE JOINTS WITHIN SPECIFIED LIMITS AND ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER B-663. PALM BREEZE LANE 13.. FIRE HYDRANT SHALL BE CLASS A- CODED GREENN SHEET 6: PALM BREEZE WITH A RATED CAPACITY OF 1.000- 1.499 GPM SHEET 7. MOONRISE LANE RIVERSIDE COUNTY DEPARTMENT OF HEALTH APPROVAL ' 0 4Z A O ( 3,785 -5,675 L/MIN. ). ALL BARRELS ARE TO BE SHEET 8. MOONRISE LANE CHROME YELLOW .WITH TOPS AND NOZZLE CAI;S warER MD SEINER APPROVED BY: PAINTED WITH. GREEN. SHEET 9: LEOS TRAIL EA TERN M,,INICIPAL WATER DISTRICT ® SHEET 10: LEOS TRAIL AP ROVED BY DATE CML ENGINEER OF SUBDMSIONS D O MOONRISE LANE DIAL T1►0 WORKING INITIAL DATE ]BEFORE DAYS BEFORE PROJECT ENGINEER YOU DIG YOU DIG L� APPROVALS INSPECTION TOLL FREE OUMI SERVICE ALERT O 1004 WR. OPERATIONS A PUBLIC SERVICE BY t1NDERGROI�ID SERVICE ALERT NOTE: SEAL- y I.D. U32/U31 � COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision of : BENCH MARK: BM l�soo-28-sa Ru�E��A PREPARED IN THE OFFICE OF BASIS OF BEARINGS: COUNTY OF RIVERSIDE S.A. 41/32 WORK CONTAINED WITHIN THESE PLANS �©P �'��� TRANSPORTATION DEPARTMENT SHALL NOT COMMENCE UNTIL AN ,�@,Q' �O A O� QRffE ►/ MADOLE AND ASSOCIATES, INC. THE BEARING N 89'10'14' W ALONG THE CENTERLINE W.O. 10-663 y APPROVED BY: ��\OMAS �F O� ENCROACHMENT PERMIT AND/OR A s�ti 10601 CHURCH STREET, STE. 107 OF CHAMBERS AVENUE AS SHOWN ON TRACT 30507 C.O. Y �0 �� RANCHO CUCAMONGA,CA 91730 TRACT NO. 4794-1, M.B. 76/36-41. p� GRADING PERMIT HAS BEEN ISSUED. No. 33950 �� i , 3�a 9- No. 62183 � i' PHONE (909) 948-1311 * EXP. &30-06 t 1423.806 SEWER, WA TER PLAN & PROFILE COORD.30-C-36 i THE PRIVATE ENGINEER SIGNING THESE PLANS 6 RESPONSIBLE FOR l REVISED STREET NAMES, NOTES 8 QUANr1TY ESTIMATES AL A. HM P.E. DATE � Exp 9-30-05 � (o Icf o� et ASSURING THE ACCURACY AND ACCEPTABILTn OF THE DESIGN HEREON. R.0 . 334 0 06-30-06 SHT. 1 of 10 IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR s' `n PREPARED Y: A.T. SKEERS DURING THE coNS1RUCT10M THE PRIVATE ENGINEER SHALL RESPONSIBLE DATE BY MARK APPR. DATE TT CIVIL NAP T9T C �. ��~ SCALE: FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOF CIAtIF I'II-dS FD CALIfO R.C.E. N0. 62183 AS SH17VN V. N/A TITLE SHEET FOR APPROVAL BY THE COUNTY: ENGINEER REVISIONS COUNTY RECO M I D DATE: FEB. 2004 9-30-05 H'Bc�,C DATE EXP. DATE: p- - 1 017 937_ V J:\714-1809\sewerwater\sew0l.dwo. 06/11/2004 03:24:48 PM, maora,mva i 0 "ZI RIVERSIDE COUNTY SUN CITY 15 UTRA C T NO* J0507 Z Q k ETHANAC SE WER WA TER IMPRO VEMEN T PLANS 3 ► : y 1\110�1/E r1J P,l rX w ROUSE RD. C,- C, C;) CHAMBERS wo f _ � AVENUE �a W BW BW 8" SE1�ER 6 Q - :i. rt a ad D• ►� M v H 5 CCALL B L A sr : w M 6 r - _; - 4 ' 8 SEWER w»MH f 4 H 16 If, SEW . •. f{ �L 19 sr>7. FH - - H 20 �! w. , . m `C. WET.BARREL_, l H 4 - F W AVU �w FH <,. , - I � 8 0 y H P.V.0 _ L , WATER Q TF u 3 am_ 1�1 _ 8 SEWER 1. t x V 1 Q D_ f BW BW 8 Pvc. ^� ��, �, VICINITY MAP 4 u W , SUMMER. _ _ WATER . . � � � _ f '�j� NTS T. _ ;: 8 EWER � - _ , _ _ __ � V 1 WATER. _ - OOO WATER _ L .., .✓,.�.. .�:___ __' >E_ - ___ _ 8" EWER.. _. { N. _ (': _.. LAJ _ H - _ SEWER ..v.,\i .:t Z I H 1 MH 12 8 SEWER S R H H fi f 8 EWE MH f 0 j M1 H MH M . > �_� 8 SEWER 1 4 _ _ .Y _ __ �_ FH, RIs .� � � _ -_ LANE - _ 1 Q 11 FH OONRIA.N ` 8 P.V.C. 1 J. WA7ER _� .. . : -__ � 8 P.V.C.: i i _ _ I WATER F I w 1; A/ 3 . Q WET BARREL, 1, 8 S R ,� F, � a H , 2 6 /2 x 1 _r:. 3 BW BW BW BW 0 0 0 0 r. L 8 P.V. 5 4J Y WEA7NER SEWER WATER' _ st o WA1`E � E. BASEMENT. 1 EXIST 10 V.C.P. WET:e f _A9 A- T6. __...__ __ _...._-._ -, 7 _ FH.WET;-BARREL _ _ _ 6„ _ , _ FH U+ s SEWER PER D 3529 x/ 2//2 » fH-wkr BARREL, � _ _.___,.._ SlI�._, __. _..� ___ __. 6 x 6 x l-21/2 x 1-4 WET BA _ �� _ ,, _ ,, WET BARREL, - 6"x/-21/4"xl_4, 6 x/ 2l/2 xl 4 6"xl-2//2"x1-4" WET'BIRR FNkYETBA 'RELf » » 6 x1-21/2 1-4 1 6 xl-21/2 x1 4 _ I / _ MH 25 EXIST. 12" A.C.P. WATER EXIST 10" V C P. SEWER .` �k—HOT TAP EXIST. 24" C.M.L. & C PER D-3530 PER D-3529 ) r '�` EXIST. 12" A.C.P. WATER W/L WITH 24 x8 SADDLED OUTLET r /, r J /l�,,/�^+ /I TRACr Jl " I lCONNECTION WITH 8" FxF R.SG.V. - r " '� HOT TAP EXIST 12" A.C.P. W/L WITH 1�� /I J ' PER D-3529 BY EMWD AT DEVELOPER'S EXPENSE. 1 r-/ �- �-> �- r �- �- 12 x8 TAPPING SLEEVE WITH 8 FxF HOT TAP EXIST 12" A.C.P. W/L WITH INSTALL FxH ADAPTOR, I" CORP. Adl_,S _/� -' PT R 1" �� -' STOP. RESTRAIN JOINTS AS REQ. EXPENSE. INSTALL FxH ADAPTOOR DEVELOPER'S 1,1/9 /6 /r 6 �/_/ 12 x8" TAPPING SLEEVE WITH 8" FxF CORP STOP. RESTRAINT JOINTS AS REQ. J l J R.S.G.V. BY EMWD AT DEVELOPER'S C- HOT TAP EXIST. 24"C.M.L& C WIL -HOT TAPOGST.12"A.C.P. WIL, EXPENSE. INSTALL FxH ADAPTOR 1" n n "TAPPING STOP. RESTRAINT JOINTS AS REQ. WITH 24 x 6 TAPPING SLEEVE, WITH 12a x 6 TAPPING SLEEVE, WITH 6"FLxF R.S.G.V. 8Y'E'MWD AT WITH 6"FxF R.S.G.V. BY EMWD AT a TYPICAL HYDRANT MARKER LOCATION DEVELOPERS EXPENSE.-IIUSTALL DEVELOPERS EXPENSE INSTALL INDEX MAP I STD. FIRE HYDRANT 8-362 STORM AN F LINE 5' STD. FIRE HYDRANT 8-362 SCALE: 1" = 100' (SEE PLAN FOR PIPE SIZE) (n-P) I I WATER LEGEND , I NO TE: SEWER LEGEND + TOP AND BOTTOM ELEVATION CALL-OUT MM METER BOX A ELECTRICAL PELESTAL(PER LANDSCAPE PLAN) �l ® I FOR ALL PROPOSED OR EXISTING - — — - EXISTING WATER PIPELINE UTILITIES AND FACILITIES SHOWN ON - — — - EXISTING SEWER MAIN LINE OR PROPOSED BY OTHERS. w I THESE PLANS ARE APPROXIMATE. WATER MAIN 45' WELD ELBOW (TYP) I WALL THICKNESSES FOR ALL UTILITIES AND q OR PROPOSED BY OTHERS. FACILITIES PROPOSED OR EXISTING WATER PIPELINE I BY INSTALLING CONTRACTOR MAY VARY SEWER MA/N LINE ­4 DUE TO MANUFACTURERS TYPE, USE ■ AND SPECIFICATIONS. CONTRACTOR SHALL FIRE HYDRANT ASSEMBLY (6-362) TWO LAA11E STRE1'T �SEWER MANHOLE TYPICAL WATER/STORM DRAIN REVIEW ALL EXISTING AND PROPOSEDUTILITY AND FACILITY CROSSING LOCATIONS — �— FxH RESILIENT SEAT GATE VALVE UNDERCROSSING DETAIL - 6„ SHOWN ON THESE PLAN PRIOR TO __ _ _ INSTALLATION TO INSURE THE TYPE OF —� CLEANDUT NOT TO SCALE MATERIAL HE HAS CHOSEN MEETS 5s THE MINIMUM SEPARATION REQUIREMENTS SERVICE CONNECTION WITH METER R/w. R/W I i � OF THE EASTERN MUNICIPAL WATER SEWER LINE WITH LATERALS ' PL PL I I I DISTRICT STANDARD AND SPECIFICATIONS. AV AIR VACUUM AND AIR RELEASE ASSEMBLY SOUTH & WEST CL NORTH & EAST (B-598) ; 10' 18' 1 18' 10' CH) BACKWATER VALVE 5' S' z a 5' S' R�ti, AN IN BLUE RETROREFLECTIVE MARKER _ 27 T.O.R. TOP OF RIM 29 2% I RESTRAINED FITTING END HUB Fl r-30"-42" STORM'DY'iAIN B TTING END SEWER MAX.E PRESSURE U 8" WATER � 11' 0 .-�8;' SEWER ZONE 1627 WATER AND SEWER APPROVED BY: p FxH ADAPTER �;, 6, sfCOVER MULTI- LANE STREET EA TERN4�!L ICIPAL WATER DISTRICT WATER ` � y � IMPLEMENTING FACILITIES: CIVIL ENGINEER OF SUBDMSIONS DATE «v TEMP. END OF L/NE 0 TEMP. B.O. PROJECT ENGINEER � DIAL TWO WORKING HxH RSGV TYPICAL UTILITY A INITIAL DATE BEFORE G DAYS BEFORE ON LOCAL .-TREETS DETAIL A TYPICAL LOT DETAIL B NONE - - YOU DIG TOLL FREE 1-800-227-2600 10' NOT TO SCALE NOT TO SCALE APPROVALS INSPECTION --- WTR. OPERATIONS Z A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT MIN. SWR. OPERATIONS t� SISAL—C COUNTY OF RIVERSIDE SEAL—ENGINEER Prepared Under The Supervision Of : BENCH MARK: I.D. U321UJI NOTE: BM �r-soo-28-s8 COUNTY OF RIVERSIDE /32 WORK CONTAINED WITHIN THESE PLANS pOk`'F `^ TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF BASIS OF BEARINGS: S.A. 41 SHALL NOT COMMENCE UNTIL AN �� A 0 Q�MA 'S MADOLE AND ASSOCIATES, INC. THE BEARING N 89'10'14' W ALONG THE CENTERLINE W.O. 10-663 ENCROACHMENT PERMIT AND/OR A �`` ® APPROVED BY: �� S <" � �, Q�. � s� ti 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVENUE AS SHOWN ON TRACT 30507 C.O. � F� RANCHO CUCAMONGA,CA 91730 TRACT NO. 4794-1, M.B. 76136-41. 00 GRADING PERMIT HAS BEEN ISSUED. x Y No. 3395 ' /,/3 /O S' Q No, 62183 N PHONE (909) 948-1311 1423.806' COORD.30-C-36 * EXP. 6-30-06 KHAL A. THM P.E. DATE * Exp: 9-30-05 SEWER, WA TER PLAN & PROFILE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR l REVISED STREET NAMES 8� ADD IW TES Q 7 k•D SHT. Z OF O ASSURING TIlE ACCURACY AND ACCEPT.4BIL/7Y OF 7�IE DESIGN HEREON. R.C. 339 0 . 06-30-06 INDEX MAP LEGENDS �. C__t� IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE s� CIVI\- ,P �qT �~ PREPARED B : A.T. SKEERS SCALE DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RE9>0AW3L£ �� // I. /[_pT 0� FOR DEIERMINNG AN ACCEPTABLE SOLUTION AND REVISING THE PLANS F ,FCC / F CAI I�� R.C.E. N0. 62183 AS SHOWN N/A P. ENGINEER REVISIONS COUNTY of CI+� % RECO MEN DATE: FEB. 2004 H: V: DETAIL SHEET o- y FOR APPROVAL BY TH£ COUNTY �_-,.. �- DATE EXP. DATE: 9-30-05 9017mv J:\714-1809\sewerwater\sewO2.dwa, 06/1 1/2004 03:27:44 PM, maara, mva ------------ q 222 L.F. j .. ........... ------- RESM4W ALL WINTS . ..........._ 2175.761.F i Q� (5 rn'.K i a RESTPAIN. ALL� JOINn LLI U;L- INI SRH F + > -A 0�CIS 0)6 SUAF L _U C --OF SN T GRADE . r Z� ------ S"'T C�' C4� "I S-T. A D-E RE$ 0 CL TRNN AL JONTi L R- tc� 4­ A Ll Ou N _)'t" Ft % kc) 19� CL---OF- A 45' VERT It4_4 7� _4...... --------------- ...... _c' 83 8 P.-V, -as it tu �00 11 Q! C 0. ---------- -E C �8" P.Vo. ji -0 7c--L- OF -T. S89ARA 770N S-0o", 1430' 1 C.D.F iPER 1420 '14 -1 E*06 V S�041_91 % CA- SF=I. V CL -V �-�069 .......... T 0 R S C.D.F� PE F ST 00 A 2 ------­------- c ... ............ S* -001 .......... 1k -- -------- IN, t ........... .......... q------------- -J� -4 & 4W Mi 7­14 -1-0--­ ' A\ ------------ -------- 7 z 4­­--- ........... 4­ t A ----------- ... ........... J _j ............... -7,_7 .1----------- PR 0 F I L�,E HORiZ 1 40 VERT 1 4 10+00 11 +00 12+00 10+OOFPLAN 1 40, 11 +00 12+00 10+00 11 +00 12+00 MOONRISE LANE L SEE SHEE T 8 I�E�4gSCALE.' �r=40' CE�FSCALE. 1 =�40 0 410 810 120 160 Lm m 44' 11+62- .35 m MOONRISE LA NE CL INT 8" WAT X-ING SD MOONRISE LANE 26 J2' 12 BOT SD-15-55 SEE SHEET 7 10+00.00 SUMMER ST SEE SHEET 57 TOP WAT=14.05 13+52.94 MURRIETA RD. 9+95.00 1 1+5Z25 5 P.E.=23.0 80 WAT X-ING 10" SEW 8w WAT X-ING SD A 9+9J.00 SUMMER ST :91+55.55 BOT SD=18.59 44A 6 t 8" WAT X-ING 24w WAT BOT. WAT=18.22 �'Zv & AR. TOP SEW=16.95 TOP WAT=:1749 (8-598) BOT 8' WAT=JJ.08 A TOP OF 24" PVC WAT=Jl.50 8 P.E=22.7 '7' 1+J2.24 9+95.00 V P,E=22.9 I P.E=JJ.4 g P.E=jj.5 8" WAT X-ING 10" SEW 4 OL IET_MY P.E.=25.7 6- B.O. (B-J5 14', P,E.=25.8 9+85.00 SUMMER ST 11+8zoo 4-1001, 90T WAT=14.6J 6 .0. 14 15 16 8' WAT X-ING 24" RWL 70P SEW=1J.J7 7f$-357 +04.24 PVC, C-900, CL-150 MOONRISE LANE BOT 8' WAT=33.16 cz, 18' SIO CL -C WAT=,31.82 CL INT 8* RANGED Tff TOP OF 24w CNL& R ST 9+74.00 JOLIET, WAY FXH RSGV` (W) 12+06.00 SUMME cx: E 18 _Ui POINt. q6kv�)� I-OWBEH. "V; PE) 111+89.76 11+JJ.78 9+0 00 *1�;BERS A L. 8w FXH ADAPTOR =32+07 16-Ch 8 R0SSEPO(NrDR..-,. A Y'1� IT. --- i 19 HOT TAP D(IST 12*AC.P. ----------- 9+74.00 G MOONRISE (I D7 _4 L21+06.90 10400 1+ #QONRISE LANE HOT TAP DUST 12' A.C.P. =2j+13.19 CMWERS AVL. 0a, �n. WIL W/7H 12"X80 TAPPING A E=33.6 SLEEVE WTH 8* FXF R.S.G.V 1 .00 00 h B" RAAGM 7EE P.E=22.5 WIL WITH 12'X8 w TAPPING 8 1 00 11+00 17 BY EMWD AT DEVELOPER'S zt� r I I FXH RSGV (E, +00 Y� SLEEVE WTH EXPENSE. INSTALL FXH OR%) 8" FXF R.S.G.V 16 FXH ACAPT EMWD AT DEVELOPER'S P.E.=JJ.6 STOP. By AEMPTOR, to CORP J -OLIEr WAY ST RESTR41N JOINTS AS EXPENSE INSTALL FxH SUMMER S7REET 9+75.00 SUMMER -n 117- d CL INT ALAPTOR, In CORP STOP 11+9700 11+98.00 REQUIRED. I J+34.94 MURRIETA RD. z 11+15.78 'I=JO+22.24 RESTRAINT JOINTS AS PC 90* HxH BEND bKXNVRISE LANE REQUIRED. D MOONRISE LANE RES7RAIN CL INT 8" FLANGED 7EE _kj INT GROSSE POINT ALL JOINTS 8- f XH RSGV&S) CL -DRVE 10+00.00 JOL IET WAY ve Pw' C_ C1,-150 1 Q: GROSSE POINT FXH.AVAPTI,IR (W) 8, cx: CL INT CL : I =J2+25.16 ChAMBERS AVE. 18' CL 8- PVC, C-900, CL-150 ST W/o =23+Jl.99 CHAMBERS A 9+75.00 SUMMER Ci 2 1Z) +�62�.75 r,-0) =21+25.14 B -J57 N P.E.=22 12+00.76 it 18' W/o IJ+24.94 MURRIETA RD. 90' HxH 6END C.) VOONRISE ANF 'it CL INT cl: C4 P.E=J,3.J 9+85.00 SUMMER ST P.E.=22.1 20 P.E.=25.5 13+24.94 MURRIETA RD P.E.=22.0 P.E.=JJ.2 HOT TAP EXIST 240 CML&C WATER 12+78.84 12' LINE WITH 241x8m SADDLED OUTLET A.R 26' J2' in AV & CONNEC77ON WffH 8" FxF R.S.G.14 (B-598) 44' 6' CHAMBERS A VE. BY EWWD AT DEVELOPER'S EXPENSE. MOONRISE LANE INSTAL FxH ADAPTOR, 1 A' CORP. STOP. MOOIVRISE "NEr SEE SHEET 10 RESTRNN ALL JOINT5 AS REQUIRED. MURRIE RD. TA JOUET WAY CHAMBERS A VE. GROSSE pOINT DRIVE MOONRISE LA NE 4SUMMER S TREE T SEE SHEET 5 SEE SHEET 8 CONSTRUCTION NOTES: WATER AND SEWER APPRMD BY: 16 INSTALL 8" FxH RESILIENT SEAT GATE VALVE PID HOT TAP EXIST. 24" C.M.L. & C WIL WITH 24X8" SADDLED EA�STTEJRN %NI AL WATER DISTRICT /Z'---t "�F 17 INSTALL BLUE RETROREFLECTIVE MARKER (��_OUTLET CONNECTION WITH 8" FXF R.S.G.V BY EYWD AT DEVELOPER'S r A VEILINE DA TA 11 INSTALL 8- PVC C-900, (CLASS- 150) WATER MAIN EXPENSE. INSTALL FXH ADAPTOR, I" CORP. STOP. RESTRAIN CIVIL ENGINER OF SUBDIV19ONS DATE CZ11 d C_�l HOT TAP EXIST. 12" A.C.P. WIL WITH 12'�YB" TAPPING AAAAAAA0 CUR INSTALL 1 " AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY &_ JOINTS AS REQ. 0 DEL TAIBEARING RADIUS LENIDIST TANGENT SLEEVE WITH 8" FXF R.S.G.V BY EMWD AT DEVELOPER'S INITIAL DATE DIAL 0 WORKING PER E.M.W.D. STD. DWG. B-598 EXPENSE. INSTALL FXH ADAPTOR, 1" CORP. STOP. RESTRAIN PROJECT ENGINEER DAYS BEFORE N 00-4946" E 213.00' JOINTS AS REQUIRED. -zq-04 BEFORE 14 INSTALL 8" FLANGED TEE YOU D G N 00-4946- E 215. 17' INSTALL FxH ADAPTER INSTALL 6" BLOW-OFF PER EMWD STD. DWG. B-J57. APPROVALS INSPECT'ION TOLL FREE: 1-800-227-2600 N 89-24'06" W 222.00' WTR. OPERATIONS A PUBLIC SERVICE BY UNDERGROUP11111 SERVICE ALERT (D_� N 00,3554" E 10.00 SWR. OPERATIONS 1.D. UJ21UJ 1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of BENCH MARK: BM r-600-28-M WORK CONTAINED WTHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF BASIS OF BEAMNGS. COUNTY OF RIVERSIDE S.A. 411.32 SHALL NOT COMMENCE UNTIL AN A. 0 "Vec,' APROVED BY: MADOLE AND ASSOCIATES, INC. 7HE BEARING N 89'10'14" W ALONG 7HE CFJV7ERUNE W.O. 10-663 ENCROACHMENT PERMIT AND/OR A 4b 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVDVUE AS 5SHOWN ON C.O. RANCHO CUCAMONGA,CA 91730 MCT IVO. 4794-1, M.B. 76136-41. 00 GRADING PERMIT HAS BEEN ISSUED. PHONE (909) 948-1311 1423.806 COORD.30-C-36 No. 33950 z No. 62183 SEWER., WATER PLAN & PROFILE I REvIsED s7RLc-E-r Ai4mEs EXP 6-30-06 AL A. H N, P.E. DATE Exp: 9-30-05 SHT. .5 OF 10 THE PRIVATE ENGWffR S"M THM PL4W IS RESPONSIBLE MR 339 P. 06-30-06 ASSURWG THE ACCURACY AND ACCEPrA&LITY OF ME DESIGIV HEWON. PREPARED BY JOLIET WAY IN 7W EWW OF MCREPAWIES AMING AFM? COUNTY APPROVAL OR DATET BY MARK APPR. DATE CIVIL _JA.T. SKEERS SCALE: DURWG THE C014SYRUC77ON THE PRIME EMINEER SHALL BE RESPONSIME at &= R.C.E. N 0. 6 2183 AS SHOWN NIA FOR DDERMWING AN ACCEPTA&E SOLUTFON AW REWSWC THE PLANS E DATE: FEB. 2004 H: V.. GRO&SE PaNTCME a SUWER SWET c 41 C, FOR APPROVAL BY TW COUAffK ENGINEER REVISIONS COUNTY -'/tOF CXt1f RECOFAM NMD--I�PqLa DATE EXP. DATE: 9-30-05 D;;�(f'q 4t/V I 93 7m, V J:N714-1809\sewerwateAsewO3.dwa, 06/11/2004 03:28:23 PM.malara. mva ...............- 4.-- ............ NT ---------- 'JO/ -_RES.�Whff.ALL- _S� t ....... . -46'--4;F_ IS� RE S- 4 M XT - ALL ALL dOINTS : ---- ­--­ ---- C'm- .............. N ------ i JCS 0) tn 4._----_---------_- ........... c Z J -A C- OE ------------ ....... 0 CL_ F S_T_- ............ Q ---------- -------- Ui EXIST _S-_URF_ G DE ACE- 'G; 6`1 0 CL C CL _,0F, ST 9w, 11 20 -4 -1420 4 0 T., .................. ... �=o i E�XIS T GiRAD CL S�=O-W57 j -C.-D;F 'P _z-S ER 'PEC L EMOO S' S. 'l + _D.F PER OWD: SPVC S40.0052 PROP. �JO SJD .......... M ------------ ---------- .......... ---------- .......... i q .14 ............ 00 L.'F. 8A $E,WR + ........... MWF 2&t ---------- ----------- --------­ 7 --------------- ....... ff ------- .......... , j L F 2481. ............. ............ ........... -------- L ­------------ J: .......... ..................., ............ ............ .......------- .......... PROFILE ------------ HOW 1 0 4 �VE"T I 4� 1 0+00 1 1 +00 1 2+00 13+00 PLAN 1 40' 10+00 1 1 +00 12+00 1 J+00 0 40 80 120 160 MOONRISE LANE SCALE: 1'�_-40 LEOS TRAIL MOONRISE LA NE 16 SCA L E. 1 4 0 14 LEOS TRA IL SEE SHEE T 10 SEE SHEET 10 SEE SHEET 8 13 15 SEE SHEET 9 CONSTRUCTION NOTES: PW -150 900, CL 8 C C J 11 W/o CL INSTALL -3 SEWER MAIN C-900, CL-150 8w /W, ci INSTALL PRECAST CONCRETE MANHOLE PER E Ak W.D. cs LO I I W/o CL 04 1 6L red S TD. D WG. SB-56 ap oo 00 6 + IK P.E.=26.4 RIW P.E.=24.7 P.E=21.5 P.E=23.1 4 INSTALL 4" SEWER LATERALS PER E.Y.WD. STD. DWG. SB-177 tn 6z Q. Lc 00 00 INSTALL SEWER LATERAL CLEANOUT RIW t 10 INSTALL 1 WA TER SERVICE AND 518 METER PER EM.W D. _Aiir I I rr STD. DWG. B-590 J2+".68 ��RIS LME__ y C P:4 8 HXH 45' EL ar +00 PVC C-900, (CLASS-150) WATER MAIN INSTALL 8 tr) 1 00 it L2t 00\-(a D li INSTALL FIRE HYDRANT AND ASSEMBLY PER E.M.W.D. PROP. 30- 5 0 Al ­-------- ---------- STD. DWG. B-362 (S7D. FH. �*78ARREL, 6"XI-2112"XI-4") x INSTALL 8" FLANGED TEE ------- ui 15 INSTALL FXH ADAPTER ....... RIW F-A 0 Q 16 8" FXH RESILIENT SEAT GATE VALVE Ar INSTALL BLUE RETROREFLECTIVE MARKER RIW ........ INSTALL :zj 42 t X=22.7 z 0) + Iq + P.E.=24.2 of Q It P.E=24. C4 t + N 00 00 CN 1.5 P.E.=22.7 0 1� 00 P E=2 6z C-4 _Aj E6 P.E=2 1.8 P.E.=22.0 P.E.=22.3 RE=22.5 14 5 t 8 SEWR TYR + ju'0 cl 4+-00 C'4 +(n A 0) rT% Z W) 4� 15 a r- 6' E C> + TYR .00 20' EMWD ALL 10�-V 2 4. "04 c�IZ> WE47HER'SEWER if 1-1 EASEMW MOONRISE LANE LEOS TRAIL LEOS TRAIL CUR VEIL INE DA TA SEE SHEET 8 ERIKA WAY SEE SHEET 9 WATER AND SEWER APPROVED 13Y: 0 DELTAIBEARING RADIUS LEVIDIST TANGENT EASTERN M/�NIC�AL WATER DISTRICT A N 00'49'46" E 281.00 1 [/-'� '/ . �Zzlley N (g� N 00-4946- E 26 1.00' CIVIL ENGINEER OF SUBDMSIONS DATE ' (z) N 45'49'46" E INITIAL DATE W) DIAL 14. 14' Q) BEFORE N 44'10'14- W 14. 74' PROJECT ENGINEER YOU DIG N 00-4,946- E 28 7.00' APPROVALS INSPECTION Q) Tl3LL FREE 1-800-227-2600 N 00*4946" E 281.00 R. OPERATIONS A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SWR. OPEMTIONS NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of BENCH MARK: BM #T-600-28-68 I.D. U3211UJ 1 c WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF BASIS OF BE4RINGS. COUNTY OF RIVERSIDE S.A. 41132 SHALL NOT COMMENCE UNTIL AN IMADOLE AND ASSOCIATES, INC. A� 01)", VIED BY: THE BE4RING N 89*10'14* W ALONG THE CENTERUNE W.O. 10-663 ENCROACHMENT PERMIT AND/OR A 10601 CHURCH STREET, STE. 107 OF CHAMBERS AVDVUE AS SHOWN ON CO RANCHO CUCAMONGA,CA 91730 7AACT NO. 4794-1, M.B. 76IJ6-41. C.O. GRADING PERMIT HAS BEEN ISSUED. PHONE (909)948-1311 00 No. 33950 No. 62183 1423.806' SEWER COORD.30-C-.36 KHAL xP: - WA TER PLAN & PROF-IL E OP6 A. OA MA, P.E. DATE E 9 30-05 THE PRIVATE ENGWER SIGNING THESE PLANS IS RESPONSIBLE MR I REVISED STIEET NAMES NOTES EXP. 6-30-06 ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DMGN HEREON. R 395 06 30-06 SHT. 4 OF 10 IN 7HE EWNT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE w;;*,"I'"A* A PREPARED 8�: A.T. SKEERS SCALE: LEOS TRAIL. DURINO THE CONSTRUCIYON, THE PRWA7F ENGINED? SHALL BE RESPONSIBLE IVI\- F -OT- R.C.E. No. 62183 P�ll FOR DEMIRMINING AN ACCEPTA&E SOLU77CW AND REWSING THE PLANS C A AS SHOWN NIA L �§PS:CA__LF.-�=40 CA -P FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS COUNTY �ECOWIENI59D DATE: FEB.Y'2004 H: V: & ER11" WAY DATE. EXP. DATE- 9-30-05 D V J:\714-1809\sewerwater\sewO4.dwa. 06/11/2004 03:29:33 PM. maora.mva I ___ - - ___ - - - - - t � - 11 . 7 -- - -_ ----______� � I . r � I ; 4 I . I - __T--- - ; � , - ---- � . z I ; . I : . . � � j ; I , I . I � � . � 1 7 k 5 . � - I ; . . . . ; . � 4 ; 7-1-- � I . I . I I I . . - � ; I . � I t I ; I � I ; : . I I I � : I ; . I . I I . . I . : ; z . � � t � ; : ; . I . � i : � � I � I . . . . k . : . % � i : I . � I � . I . � . I . . I I I i I � I : : � � � � � � . . r � � I . ; . � r . . . I o I I . I . I i I . . ; I I I I I . I � ! I I . : : I . � . m I . , : I I . - I � I I ; . I i � : I i . I : I - . I I I � ,. � I � i I . I I I I � 4 I � I . I � I . I I . I I . I - � . ; o i w � I � I . I I : I i . j . � . I ; I I ; : � I . I . � I I : I i I . , � . I I I I � � � : I I . . i ; I � � � I I I I . I I : � I . : � � I T � I � : � I � , - . . I I � : . � I j . I . 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CURVEILINE DA TA DEL TAIBE4RING RADIUS LENIDIST TANGENT WATER AND SEWER APPROVED BY: (�� N 00',35'54- E 282.00' EA, $TERN MnUICIPAL WATER DISTRICT -1 7'1 0- W 14. 1 7' e ",_ , 1z-,F1cj y (q� N 44 ,/ a. 4 4 N m If-lb % AMARA C-42 (D . N 00*35'54" E I 7 6.74' CIVIL ENGINEER OF SUBDIVISIONS DATE-/ C.1) 160 DIAL TWO WORKING g N 00-J5'54- E 145.26' 1 INITIAL DATE cz) BEFORE DAYS BEFORE (�) N 45*42'50" E 14. 1 1' PROJECT ENGINEER (.-?7-04 tn YOU Y13U I)I G N 00*49'46" E 2,90.40' APPROVALS INSPECTION . TOLL 1-800-227-2600 N 00*49'46" E Q) i I 1 280,40' 1 WTR. OPERATIONS - :zt I A PUBLIC SERVICE BY UNDERGROUMI SERVICE ALERT Q� I N 44-10'14- W I 1 14. 14 1 1 ___� SWR. OPERATIONS I I - �, I -_ . -_ I - �j I NOTE: SEAL-COU.NTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BM #T-600-28-M 1.D. UJ21UJ I 71K .... 11 WORK CONTAINED WITHIN THESE PLANS - I � I PREPARED IN THE OFFICE OF BASIS OF BEARINGS. COUNTY OF RIVERSIDE S.A. 4 11J2 ()<- - SHALL NOT COMMENCE UNTIL AN -____.- �1/ TRANSPORTATION DEPARTMENT I? MADOLE AND ASSOCIATES, INC. 1_�z - - , I,�l . -663 . I � 7HE BEARING N 89*10'14" IN ALONG THE CENTERLINE W.O. 10 . " 0 i ;f - % I V � #;�R�VED BY. I � 10 I MIT AND/OR A I %.�I 11 .�� �p 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVFJVUE AS SHOWN ON _ Il 11 I I -00 0 - 136 C.O. Q) , �D -17 , RANCHO CUCAMONGA,CA 91730 TRACT NO. 4794-1, M.B. 76 -41. 00 GRADING PERMIT HAS BEEN ISSUED. I ro IT a LU Z 70 -?//7,/o S < No. 62183 - PHONE (909) 948-1311 V�. i ck� -"' No. 33950 ,/___1 - . 1423.806# COORD.JO-C-36 THE PRIVA TE ENGINEER S"NG THESE PLAW IS RESPOASIXE FOR REVISED STPEET MWES & NOTES I * EXP. 6-30-06 HALE A. H , P.E. DATE ,. . * EXP: 9-30-05 * (0 ,(if.?!I - SEWER, WA TER PLAN & PROFILE ASSURING THE ACCUPACY ANO ACCEPM&LffY OF THE DESIMV HEWON. .C.E 339 . 06-30-06 sHT. 5 OF 1 0 ** � lql Lnl__� -_ ,*-- IN THE EMW OF DISCREPANCIES ARISIAG AFTER COUNTY APPROVAL OR DATE , BY , MARK APPR. DATE ^��ll PREPARED By. A.T. SKEERS SCALE: .MOONRISE LANE DURING THE CONSTRUCTXW 7HE PRIVATE ENGINEER SMU BE RESPONSIBLE S,� cm\_ -_ !� --.� 1-11.05- ,,- N FOR DETERMINING M ACCV�MBLE SOLU"ON AND ftMSIW THE PLANS -, 4 / A_ Z C A I R.C.E. NO. 62183 AS SHUVN NIA FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS ­ COUNTY I�F r),r r�,I �r,0- R COWENND-W" DATE: FEB. 2004 H: V.. . 8 PALM BREEZELANE -j _z; - - * I I . I L F 'L ic __ � �_ Ise - � I � , -- � - I __� I =- _ - ! * I -� , " _ �, " 4�j - -L, , . T 1 C4 - , I __-I , � I ­ ____ I , I I , __ - "t r- , ; - , �`�L", I I -F1 I - 'I Mr- I 14 L - .(_ � oi_�z , ll� �4 1 - __ - - , , , -,- t_� , , L - - j �yk, � L I - I I ; - ; ; i �� I L . .­ . - L I � 6! � +:�� : : . P175 . -1 . Rr H6 "z � � . I P LA I E!n 'kOCI-150 , C :L li :� I Y�� i I / )`zc��O�Pol?l I ,C DATE EXP. DATE. 9-30-05 P - -_____ ____ � 0 . - - - D 7jx�if#Al 6 . . 937am V J:\714-1809\sewerwater\sewO5.dwo, 06/11/2004 03:33:28 PM.maora, mva 7­�� 19 L.F j 4.14 F- 19 ALL Xwys� i RESTRAIN JOINTS� TRAIN;ALL RESTAYM-AU jolAffs lf-0-I-F- -S R ALL -0 ............... .7, 4,- -EX-11ST -0-RAIDE , - --------- T, :a Old ............ OF , ST q y K. "Z 0) AOE� V s + 0 -4, + .............. C;G;- 8 C-900 150 ------ .... 083 7 79 004 S=O. agoo 0040 ............. . ..........------- .............. ---------- L 4 . ..... ..... ---------- --------- --------- IVONSTRQCr .6 't,��E Eff #7 L F- ---------- --- ------- . ...... - ------ ........... ----------------- ...... 4 4 ^1 ---------- ................ PROFILE HIORQ 40' ------------ .......... VERT 4�' 10+00 11 +00 12+00 13+00 14+001 PLAN 1"= 40' 115+00 16+00 2 2 0 410 810 120 160 TYP. 6 6 Lu N 4 TYR CONSTRUCTION NOTES: R E=32.1 RE=3 1.8 5 10 0 X Q. + p 1 INSTALL 8 SEWER MAIN E=JO.O RE P.E=31.4 R R' RE=29.2�0 A INSTALL PRECAST CONCRETE MANHOLE PER E.M.W.D. STD. DWG. SB-56 RE=29.0 E=28.2 (Bw (-B-W) (-B-W) A E=28.8 R E=28.6 VARIES IVIO CL R E=28.4 4 INSTALL 4 SEWER LATERALS PER E.M.W.D. STD. DWG. SB-177 RE=J2.9 mo + 5 INSTALL SEWER LATERAL CLEAN-OUT ---------- 6 INSTALL BACKWATER VALVE =28.1 (17 11 00 INSTALL 1 - WATER SERVICE AND 518- METER PER E.M.W.D. -590 STD. DWG. 8 go Cl 32�fi 14) ILO �A 16TOO 16+ ko 11 INSTALL 8" PVC C-900, (CLASS- 150) WATER MAIN P.E=J2.9 17+40' F /7,\ . ............ 13 INSTALL FIRE HYDRANT AND ASSEMBLY PER E.M.W.D. STD. DW A4C0jVRfSE LANE - ---------- \2/ _,G. B"�,362 -BARREL,6"x 1-21IZx -4 12+61.66 ------- 41 Fr- (S7D.FH WE7 14 INSTALL 8" FLANGED TEE _Ww'_HX_H 45' EL 12+69.40 PALM BREEZE LANE 15 INSTALL FxH ADAPTER 8-HXH 45- EL 4 16 INSTALL 8" FxH RESILIENT SEAT GA TE VA L VE (4 :C�4 4 5; INSTALL BLUE RETROREFLECTIVE MARKER LJ 'K C,4 10 P.E=33.4 4 A . P.E=JJ5 cx. A E=29.6 RE=29.4 P.E=27.8 5 RE=J0.l P.E=29.9 c" 6 Typ. R E=28.9 'K "M P.E=28.6 P.E=28.4 8w�PVC, C-900, CL-150 6 �X QL N cc 00 P.E=2Z6 MOONRISE LANE SEE SHEET 5 PALM L ANE PALM BREEZE' LAAE SEE SHEET 5 CURVEILINE DA TA 0 DELTAIBEARING RADIUS LEVIDIST TANGENT WATER AND SEWER APPROVED BY: N 89'1 O'l 4" W 295.28' N 87-11'55- W JJ6.97' EASTERN MluNICIPAL WATER DISTRICT N 45*42'50" E 14. 11' 1/" / X�� !�/zzr/o)c. r . CIVIL ENGINEER OF SUBDIVISIONS DATE Q) N 89*10'14" W 385.J7 tc) 09*46'02" 389.00' 66.,31' 3.24' INITIAL DATE DIAL TWO WORKING PROJECT ENGINEER BEFORE DAYS BEFORE (F) 09*4 6'02 411.00' 70.06' YOU DIG YOU BIG G N 89*10'14" W' 90.90, APPROVALS INSPECTION TOLL FREE 1-800-227-2600 N 44'10'14" W 14. 14' WTR. OPERATIONS A PUBLIC SERVICE BY UNIXRGROUPID SERVICE ALERT SWR. OPERATION I.D. UJ21UJ 1 NOTE: SEAL,,''," COUNTY OF RIVERSIDE SEAL—ENGINEER Prepared Under The SuperVision Of BENCH MARK: BM jr-600-28-M 11 S.A. 41132 C WORK CONTAINED WTHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF BASIS OF BEARINGS. COUNTY OF RIVERSIDE-A. 0 k*, q-Q MADOLE AND ASSOCIATES, INC. 4-- W.O. 10-663 THE BEARING N 89'10*14w W ALONG 7HE CENTERLINE SHALL NOT COMMENCE UNTIL AN rvM' PROVED BY: MIT AND/OR A 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVENUE AS SHOWN ON C.O. TRACT NO. 4794-1, M.B. 76136-41. RANCHO CUCAMONGA,CA 91730 GRADING PERMIT HAS BEEN ISSUED. IN4m 339 z <� No. 62183' PHONE (909)948-1311 1423.806' COORD.30-C-36 EXP&30-06 - SEWER, WA TER PLAN & PROFILE 77-E PRIVATE ENMEER SAMW THM PLAW IS fiESPOAM&E FOR REVISED STREET NAMES a NOTES 6-3006 KHA A. TH N, P.E. DATE Exp; 9-30-05 * SHT. 6 OF 10 AWURING THE ACCURACY AW ACCEPTABILITY Of' THE DESIGN HEREON. J� covix. R.c 33 P. 06-30-06 IN THE EM9 OF DSCREPMCIES RISING AFrER COUW APPROVA OR DATE1 BY MARK APPIR. DATE cjvj\, 15-REPKRED V: TT. SKEERS SCALE: DURING THE CONSTRUCIM 7W PMATE ENGWEER SHAU BE RE&PONSSLE OF 2004 R.C.E. No. 62183 AS SHOWN V* NIA PALM BREEZE LANE FOR MERMINING AN ACCEPTA&E SOLUMV AND REWSING 7W PLANS ENGINEER REVISIONS COUNTY RECOKIMEN *t_%0V4Aff- DATE: FEB. F- 9-30-05 H: FOR APPROVAL BY THE COUW. DATE, I I EXP. DATE. - I D 0$ 7r 14 0 J:\714-1809\sewerwateAsewO6.d�.,va. 06/11/2004 03:36:29 PM.maora, mva -7 -� 7-7 7-- �F -REST �A L.F F- 1 tO L 7-d -RES- TRAIN A RE A" .......... -S-T --,ALL, L J*T5 A. ........... Cv, --T fl% G LJ C5 "i 'OF- ST ------------ ........... d ALL JOINTS Z p 4­­ 00 CN Z 04 INISH S U E- F C4 04 C40 P< jF­+.Z.. T cl Ii Z Q)1+ "C'S A ------ 0? 1415 -7777�� J906 V _7 ------------ ------- ------ ------ F 50 �CL�I 'Q +. S-wo. j­ ----------- 7 S=amie kz 0.0 w 4------- Sa 004 -7= S= -,C.D.F PER -------------------- ------ - ------ ------------- -4� --------- 'EAfWDr 0 j ' OP P J, ......... A -1.0- A ----------­ t ------------- ------- 98 CONSTRUCT 252� SE-WER CONS CONSTRUCT1. 262.06 L-F L TRWT �280.6,> L.F. 9- 'SE L 8" :�!�R E TRUCT� 9 07 L.F. 8 CONSTRUCT 150.00 F SEWER 7-7� 8"'SiEWER'I 4 z ...........r: PROFILE .......... --------- a 40' HOR2 4 VEOT 1 4� 10+00 11 +00 12+00 lj+00 14+00 PLAN 1 Pf= 40P 115+00 16+00 17+00 18+00 19+00 20+00 21 +00 2 0 40 80 120 160 Typ TYP 2 MOONRISE LAW 10 04 2 SEE SHEET 5 460 SEWER 8 SEWSP I I PALM BREEZE PLXE 2 Q� 6' N10 CL VARIES NIO i,^L % 't SEE SHEET 5 tu 12 P.E=29.5 P.E-JO.0 P.E=29.2 P.E=29.0 :z (Z; -j SEWER 80 A E=33.J A E=28.8 ­j P.E=33.2 P.E.=28.5 6' NA0 CL (Bw-) (Aw--) cl '(71) P.E.=28.0 P.E.=28.J P.E=2Z7 )HIP + AE=2Z 0 -E -5 P.E=26.2 4- P =26 CL INT P.E=26.8 P.E=26.0 P.E=25.7 r P.E26.7 10+00.00 MOONRISE LANL + (3�.......... 10+00.00 MOONRISE LAV4� A 11100 B ----------- E=JJ.I G P. ------ 4-' 1 'too E LO 00 Q� 16t6V 00 ------- H 17T00 18TOO 20TOO OP, TO @r W� 4 P.E.=JJ.0 (P L L 'CON LQ LAJ + 00 M + PROP. J6" S.D. A E=30.8 :1�100 P.E=317.0 P.E=29.6 P.E=29.3 P.E=.31.6 P.E.=29.0 wS �K A E=32.J P.E.=28.8 1* N c� ­j 8" Pvc, C-900, CL-1 P.E.=28.4 00 1 1 :z 11 S/0 CL 0i Q di Lw P.E.=28.1 + 00 7. P.E.=2 Z P.E.=27.8 6-cl t + (D4 100 8* Pwl C-9001 CL-150 P.E P.E.=27.2 :7yp P.E=27.0 P.E=25.8 P.E=27.5 .=2 3 2 Cc (L P.E.=26.8 11 S/O CL + :1� P.E=26.5 P.E.=26.J P.E.=26.0 00 c 'K C -136 :r (14 TYP LOTS 130 USE SEWER LATERALS + ��CL PER SB-1 1-0 ;t d+ + ;Olt 7(ALTERNATE �0 lz� 00 Chao 00 00 ELEVATION -A-) -CONSTRUCTION NOTES: 0-- INSTALL 8" SEWER MAIN MOONRISE LANE INSTALL PRECAST CONCRETE MANHOLE PER E.M.W.D. STD. DWG. SB-56 INSTALL 1 AIR VACUUM AND AIR RELEASE VALVE ASSEMBL Y CUR VEIL INE DA TA CUR VEIL INE DA TA WATER MD SEWER APPROVED BY: 4 INSTALL 4" SEWER LATERALS PER E.M.W�D. STD. DWG. SB-177 PER EM.W.D. STD. DWG. B-598 0 DELTAIBEARING RADIUS LENIDIST TANGENT 0 DEL T41BEARING RADIUS LENIDIST TANGENT EASTERN MIUNIC�PAL WATER DISTRICT A/ (13 INSTALL FIRE HYDRANT AND ASSEMBLY PER EM.W.D. STD. DWG. B-362(STD. FH,WETBARREL, OA N 89'10'14- w 280.62' 09'04'07" 811.00' t1,L:A J /��A 5 INSTALL SEWER LATERAL CLEANOUT x e 128.J6' 64.32' g/Z-"r/c, V ------ 6 (D- INSTALL BACKWATER VALVE INSTALL 8" I-LANGED TEE 6rl 1-2112"XI-4 N 84',38'10" W 252.98' (D N 89-10'14- W 81.07' CIVIL ENGINEER OF SUBDIVISIONS ' DATE Q) DIAL TWO WORKING 0��- INSTALL FxH ADAPTER N 89'10'14- W 98.07' N 89'10'14- W 429.06' INITIAL DATE LO BEFORE DAYS BEFORE INSTALL I " WATER SERVICE AND 518" METER PER E.M.W.D. INSTALL 8" )-xH RESILIENT SEAT GATE VALVE /V 89-10,14- w 262.06' N 8,9*70'14" W 150.00, PROJECT ENGINEER YOU DIG STD. DWG. B-590 N 44'17'10" E - INSPECTION TOLL FREE INSTALL 8- PVC C-900, (CLASS-150) WATER MAIN INSTALL BLUE RETROREFLECTIVE MARKER 14. 17' APPROVALS 00-227-2600 N 89*1 O'l 4" w 287.58' WTR. OPERATIONS A PUBLIC SERVICE BY LINDERGIRMAID SERVICE ALERT 09'04'07" 789.00' 124.88' . ,62.5 7' SWR. OPERATIONS 1.D. U321UJ I NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of 'BENCK MAf?K: BM #T-600-28-M 749c WORK CONTAINED 'WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF BASI 5"W46idINGS. COUNTY OF RIVERSIDE S.A. 4 1132 OF' ss/() IMADOLE AND ASSOCIATES, INC. t SHALL NOT COMMENCE UNTIL AN THE BEARING N 89'10'140 W ALONG 7HE CENTERLINE W.O. 10-66J ENCROACHMENT PERMIT AND/OR A A. 0 X PROVED BY: 10601 CHURCH STREET , STE. 107 OF ChAMBERS AVENUE AS SHOWN ON A�T 0 V RANCHO CUCAMONGA,CA 91730 TRACT No. 4794-1, m.8. 76136-4 1. C.O. GRADING PERMIT HAS BEEN ISSUED. *21 No. 2183 PHONE (909) 948-1311 00 �v �f 1423.806' COORD.JO-C- REVISED SnEET NAME No. 33950 H D A TH N, P.E. DATE E 9-30-05 SEWER., WA TER PLAN & PROFILE 7W PRIVATE ENGWEER S"M 7HESE AtAiNS IS RESPONSIBLE FOR S 8 NOTES ASSURING THE ACCURACY AM ACCEPTABILITY OF THE DESOV HEREON. R E. 33 P. 06�W30-06 SHT. 7 OF 10 IN 7W EVEW OF DISCREPANCIES ARISING A97ER COUNTY APPROVAL OR AP R. DATE EXP 6-3o-06 )KI Or I \1 PREPAREVY: A.T-. SKEERS SCALE: DURING THE CONSMUCTION THE PRIME ENGWEER SWLL BE RESIDONSIBLE DATE BY MARK IAP 141 jW­ R.C.E. N 0. 62183 MOONRISE LANE A&C SOLU77ON AND REVISING THE PLANS -j PIV CAk.'- H AS SH(7VN NIA FOR DEMMINING AN ACCEPT ENGINEER REVISIONS COUNTY -RE-C-0-W E N M D -a OY&A Lr DATE DATE FEB. 2004 9-30-05 V: F 77-7 it-F, i 7T 71 FOR APRWAL BY THE COUNTY. EXP. DATE D 760 A/Y 9374w 4r J:\714-1809\sewerwater\sev.,Ol.dwa. 06/11/2004 03:37:29 PM, maona.mva 7-7 .......... 4.- RES M-AL---j01t4n-, --T 110 L�F 114.30 L.F 46 L.F 0'! L.F -110 98,77 L.F 56.90 LS 110 L.F' LF RES7RNN TAWN ALL- JOIN7t ALL JOINT5 �?ESR?AIN ALL JOINT3 R RES REWRNN 1 RES TPNN; LSTINN 71"N ALL: JOINT5, RESTRAIN ALL JOINTS ---------- --ALL; VOW, ILL 4� A r ---------- .......... + ---------- .......... ...... ....... 430 q. LQ-- 14304 J -------------------- --J -K 4jr --------------------- 0 N: 11 4u NNI + to I CN IN, lt V4 7 .......... ------------ LO A I 0 4 �7,A t FINISH SURFACL _*kC + + + + A llr)� (9F ST. CN z + CN .............. ---------- wl p ----------- ------ EXIST GRAgE C .4 ------- t Si4,0.-W2J-- ........ "A' s .0 $=0 w4 0 P9b DO Ek CS. L -u uuvv" ....... ---------- C.0.F PER s=aoo4 4 EMML SPECS�-. s 01 6, 7 (j) lob %ff .............L' -S S. 41�MIW SPEC ------------ ------ ------------ + cs ------ ---ER -P f + EWD C.&F- + Q�r"Q --------------------L,- I j0L ---------- ......... ---------- -----------L ....... ------ -d A 4- -14 1 0...... -4 ........... ao + ----------- c E%M 5 )?UC ----------- 1.3 c 6 El" '51 1 4' L.r 4 L t.! S, r) T 24j.44 1-t. w 48 10 .10 L -----------L ---------------- ----------- p .............---------- ............L 7 7 t ...........---------- ----------L J.- ........... ----------- ------- -------LL:' ---------- ..............L p j ....... L ------------ .............. -j- ...........L L -4- ------------- ----------- PROFILE ------------ HIORIZ 1 40' .......... 41 ERT 1 21 +00 22+00 23+00 24+00 25+001 PLAN 1 40' 126+00 27+00 28+00 29+00 J0+00 .31 +00 0 4�O 8.0 120 160 L07S 1, lJ7-152 USE SEWER LATERALS PER SB-1 77(AL TERNA 7E ELEVATION -A 14 2 ERIKA WAY 2 14 15 C-0 TYR I SEE SHEET 4 00 (a 15 SEWER Z 2 8PP cz 16 - 4 Qu) TYP. 16 CS 6' N110 CL SEWE 8m R 5 10 f 2 X 4 VANES NID CL P.17=25.6 P.E=25.4 P.E=25.1 + "o P�, PE=240 P.E.=24.9 RE=24.6 RE 7 04 Q6 v-- Go �P.E=2J.6; 8 SEWER j i + 00 I It cl at i P.E=2J.6 1. �\ + If P.E=25.4 P.E=25.6 PROP. .36 S.D. c), VARIES N10 CL 15 Z C4 P.E=23.5 :5 31E 04 60 x + + + ---------- =22. - N a ---,- I L �g 6� P E P.E=22.2 lz� Zt C4 11 -000000 00 P.E.=�.33 P.E.=23-0 P.E. 7 Q) + + Q) Q) 24100 + It 11 B -000000 26�001 -rjj� �J'�L: 22 OU I - i 1 11�L' .. E 21 1 T- Qj @) '<F t4j- 8" PVC, C-900, CL-150 < (0) -K ------- Z Y 11' s/O CL --j _4 IK Q0 + ZZ 45 P.E=23.8 + r Q! + jr IK IK p.E 9 'K P.E=25.5 =25.5 A E=25.2 RE=24. RE=24.7 CC44 P.E=24.2 43 C 'K Cn, c 4 ?� , :"'­� PROP. 36" S.D. lz) 9� N t -4 :7� 2 rt -JC �l-K 5 to Z Qi P.E.=23.9 'K cd P.E=2J.7 4- P.E.=25.5 P.E.=25.5 7YP. + +4 IK to 00 4: E=2J.4 P. 00 to ca C�,WII cl to li N P.E=23.1 -K IN N z 14 4. P.E=22.9 "K I Pvc, C-", CL 150 + 8 (1�2 Q + 11 S/O CL LA: MOONRISE LANE P.E=24.4 P.E=25-a GROSSE FMT DRVE 16 12 SEE SHEET 3 P.E=22.1 CONSTRUCTION NOTES.- CUR VEIL INE DA TA JOLIET WAY (D-1 INSTALL 8" SEWER MAIN INSTALL 1" AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY 0 DEL TAIBEARING RADIUS LEIVIDIST TANGENT SEE SHEET 3 INSTALL PRECAST CONCRETE MANHOLE PER E.M.WD. STD. DWG. SB-56 PER E.M.W.D. STD. DWG. B-598 A N 89'10'14" W 79.9 6 DEL TA RING RAIDIUS LENIDIST TANGENT WATER AND SEWER APPROVED BY: &13 INSTALL FIRE HYDRANT AND ASSEMBLY PER E.M.W.D. STD. DWG. B-J62 EA 'ERN .MNIC AL WATER DISTRICT (sTD.FHwErBARREL,6'�1-2112"XI-4m) (g� N 84-56'06- E 243.44' 10,08'JO 789,00' IJ9.56, 70.01 4 INSTALL 4" SEWER LATERALS PER E.M.W.D. STD. DWG. SB-177 INSTALL 8" FLANGED TEE N 89-10'14" W 190.42 N 8,9'10'14- W 17J.42' 07:�- �/Z-alo y INSTALL SEWER LATERAL CLEANOUT INSTALL FXH ADAPTER N 8,9'10'14 w 108. 18, N 89-10'14" W 725. 18' - CIVIL ENGINEER OF SUBDIVISIONS DAT Q) (H)- N INITIAL DATE DIAL INSTALL 1 " WATER SERVICE AND 518- METER PER E.M.W.D. 16 INSTALL 8" FXH RESILIENT SEAT GATE VALVE 8,3*54'0 1 W 293.94' 1 O*J227" 789.00' 145. 15' 72.78' BEFORE DAYS BEFORE &- &- PROJECT ENGINEER Y13U D I G STD. DWG. B-590 INSTALL BLUE RETROREFLECTIVE MARKER N 89'10'14" w I JJ.45 10-J227" 811.00' 749.20' 74-81' YOU DI N89*10'14'W 40.38 N 89*10,14" w J7.69' APPROVALS INSPECTION INSTALL 8" PVC C-900, (CLASS-150) WATER MAIN 00 TOLL FRE 800-227-2600 01*11'01 1 817.00, 16.75' 1 8.138' (7� N 89-10'14" W 95,76' WTR. OPERATIONS A PUBLIC SERVICE BY LKXRGRMMD SERVICE ALERT 08*57'JO 1 8 11.00' 125.80' 1 6,3.5J' SWR. OPERATIONS NOTE: SEAL-C SEAL-ENGNEER Prepared Under The Super\fision Of BENCH MARK: BW 0-600-28-M I.D. U321UJ1 COUNTY OF RIVERSIDE FESS/o/v PREPARED IN THE OFFICE OF 34SIS OF BEARINGS.- S.A. 41132 WORK CONTAINED VATHIN THESE PLANS A. 0 TRANSPORTATION DEPARTMENT MADOLE AND ASSOCIATES, INC. COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN THE BEARING N 89*10'14' W ALONG THE CENTERLINE W.O. 10-663 IT AND/OR A APPROVED BY: 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVENUE AS SHOWN ON RANCHO CUCAMONGA,CA 91730 7AACT NO. 4794-1, M.B. 76136-41. C.O. GRADING PERMIT HAS BEEN ISSUED. No. 33950 //0 --y- ":zrr No. 62183 PHONE (909)948-1311 00 THE PMVATE ENG4WER SIGNM THM PL4AS IS RESPONSIBLE FOR EXP. 6-30-06 A MA , P.E. DATE -05 - 1423.806' SEWER.. WA TER PLAN & PROFILE COORD.30-C-36 ASSURING THE ACCURACY AND ACCEPrABILITY OF THE DESIGN HEREON. 2\ REVISED STREETNAmEs a NoTEs 3A9*5 0" x 06-30-06 (0.(Ll'. /N THE EVENT OF DISCREPANCIES ARISING ARER COUNTY APPROVAL OR DATE BY MARK APPR. DATE clw- I j\, "ARED Y: A.T. SKEERS SCALE: DURING THE COA67RUCTION, 7W PRIME ENGOVEER SHALL BE RESPONSIME 6 OF c�0 Al-IN R.C.E. N 0. 62183 AS SH17WN NIA MOONRISE "NE FOR MERMWING AN ACCEPTABLE SOIU7701V AND REVWNG THE PLANS ENGINEER REVISIONS COUNTY �IE-COMVEND :&W4'e DATE: FEB. 2004 H: V.. K�- 1 Q. FOR APPROVAL BY TW COUNTY. DATE EXP. DATE- 9-30-05 D A/ 91 937- V J:\714-1809�sewerwater\sewO8.dwa. 06/11/2004 03:38:21 PM,maara.mva j RES�TRAJN ALL JOIN TS ... ........ Tolt- Lo RES TRM� At_ rs- P4 :z ----------- ... ....... X. J, A _J_ Q) A j 06 c .3% ........... + C'S L4 _ct + ................... + _quo IH SURF' A' CE' 0) f _11N/S (3% : . ; I . �EXIST GRADE- cj T'CL All .......... J_ _______F7 77 _4 7 77"' T S CL 7 J 4 5=a06 6 - 1,42- S=0.0022 S___a00-30- R--a ----------- S-0 0040i 7 ------ p S= 7-7- --------- --­------ 00� 7 0.0040 . ......... ............... LIP, 77;7D.A PtR EA41*D SITCS. 5$ S b. E"A -4- ---------- J i ..11 11 i__ , I I I.." - _Q_Q Or r Szk . .......... J + J .......... --------- __4------- A_ ­­­l---------- ...... 4, __j 4J, F T_ 5 4' 8" -CON57RUCT 166452 L4� e7_._Sb fY_ COO-No-cT, IJ8.56_14. ua CONS MUC 270-59_4 87,�_SEeR.l T,_1.05�49_1. --------- - --------- ---------- ......-------- ........ 5EWCR .......... ... ....... .......... ...... ........... ------- 4 ---------- .. ..... ----------- t ........... ----------, 4 ........... ..........: f _-A ......... .......... ...... -------- J_ j _4....... ............. q PROFILE ----------- . ...... 4 40 J_ .......i� ...... 'VERT 1 4' 10+00 11 +00 12+00 13+00 PLAN 1 14+00 15+00 16+00 17+00 18+00 19+00 20+00 0 410 810 120 160 14 2 16 p. E=24.5 2 RE=24.2 + 2 -J�, 2 ­j 80 8 0 SEWER SEWER 00 cl� 6' NIO CL 6' CL E T.y P �Ty P 00 to 0 tQ�q C:3 tlZ�d P.E=2Z4 P.E=27.2 F, NZ __j Q RE=25.4 P.E=26.2 RE=25.2 P.E=25.0 P.E=24.7 11 t A E=24.3 P.E.=24.5 P.E=24.8 P.E=25.0 P.E=25.1 P. P.E=270 P.E.=26.7 P.E=26.5 1-- 7 n 6 t Q E=25.1 1* %5 00 SO C6 W) C', + + + vt) P.E'=2Z9 00 C40 C4 P.E.=24.8 CC N + + 0 �_ 00 225 00 2 00 ------­--- 7- 7­ L!�t69-A IQZ j ------ 7 ------ T I 'I. 14TOO -c A0, 4,\ 15TO.10 7777 .......... A9 I I 17tOO 00 -5 . 1'Too .9 R 11100 00 V 17 -n r- G 0 _m_ rr_ ---------- 7- P.E.=27.9 ------- n 900,1�L_A c� C4C --------- 8- PVCC- "K Ui C 0 4­ �CL + P.E=24.2 Af + �8 " -3-n-, Ff tr� 00 "K N RE=25.7 P.E=25.4 P.E.=25.1 E=24.6 P.E.=24.7 ­�r :1 �0 V-4 27.9 P.E:=, P.E.=26.2 5 (10 P- 'K + cz 12 ,-,rl li cli Lc P.E=26.9 18" PI?CC-9O0,CL-lA Typ Typ CZ C.4 ONO P.E=24.5 ad f :;t P.E=24.7 P.E=25.9 P.E.=25.0 P.E=25.1 Q! N IK 1 00 P.E=25.1 + P.E=27 1 (1,)3 4: P.E.=24.9 11 S/0 CL Vo 11 jz� �'K P.E=2ZJ :X� IC�_K + Q� QO *LOTS 45-57 ERIKA l+A Y USE SEWER LATERALS CURVEILINE DA TA LEOS TRA IL SEE SHEET 4 PER SB-177(ALTERMTE 0 DELTAIBEARING R4DIUS LENIDIST TANGENT CONSTRUCTION NOTES: ELEVATION W) <�� N 89*10'74" W 166.52' 1 INSTALL 8" SEWER MAIN INSTALL 1 AIR VACUUM AND AIR RELEASE VALVE ASSEMBLY UB N 85*5 1'41" E 138.56' 2 INSTALL PRECAST CONCRETE MANHOLE PER E.M.W.D. STD. DWG. SB-56 PER E.M.W.D. STD. DWG. B-598 Q N 89-10'14" W 310.43' @��_ 3 INSTALL TERMINUS MANHOLE PER E.M.W.D. STD. DWG. SB-58 INSTALL FIRE HYDRANT AND ASSEMBL Y PER E.M.W D. STD. D WG. B-362 (S7D.FH, KET BARREL, 6'x' 1-2 112"K 1-4 R AND SEWER APPROVEDOY: N 89'1 O'l 4" W 270.59' 4 INSTALL 4" SEWER LATERALS 'PER E.M.W.D. STD. DWG. SB-177 INSTALL 8" FLANGED TEE EASTERN MjyNI PAL WATER DISTRICT e. e-212 IV 81-42 1 23" W 105.49' INSTALL SEWER LATERAL CLEANOUT 15 INSTALL FXH ADAPTER N 89*10 14" W 175.92' (D__ - CIAL ENGINEER OF SUBDIVISIONS DAIr (G-) 09'56'11" 411.00' 71.28' 35.7J' 16 INSTALL 8" FXH RESILIENT SEAT CATE VALVE INITIAL DATE DIAL TWO WORKING INSTALL 1 " WATER SERVICE AND 518" METER PER E.M.W.D. STD. DWG. B-590 (S�_ DAYS BEFORE 0,9'56'11 J89.00' 67.46' (9-- 17 INSTALL BLUE RETROREFLECTIVE MARKER PROJECT ENGINEER ]BEFORE YOU BIG N 89'1 O'l 4" W 29J.43' INSTALL 8" PVC C-900, (CLASS-150) WATER MAIN INSPECTION YOU DIG N 89*10'14" W INSTALL 6" BLOW-OFF ASSEMBLY PER E.M.W.D. STD. DWG. B-J57 TI3LL FREE 1-800-227-2606 287.59' WTR. OPERATIONS A PUBLIC SERVICE BY UKDERGRMMD SERVICE ALERT 14'554 1 389.00' 101.J5' .50.96' SWR. OPERATIONS NOTE: SEAL-C COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of BENCH MARK: BM IT-600-28-66 I.D. U321UJ 1 WORK CONTAINED WITHIN THESE PLANS 1� 34SIS OF BEARONGS. S.A. 41132 TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN MADOLE AND ASSOCIATES, INC. THE BE4RING N 89*10'14" Iff ALONG THE CEN7ERLINE W.O. 10-663 A.PXRO�VED BY: IN ,- , ENCROACHMENT PERMIT AND/OR A 1:13 N/ t__" &IN 1 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVFJVUE AS SHOWN ON T 07 t z 7 0" RANCHO CUCAMONGA,CA 91730 7RACT NO. 4794-1, M.B. 76136-41. C.O. GRADING PERMIT HAS BEEN ISSUED. cc X � 3;- 'T No. 62183 PHONE (909) 948-1311 No. 33 ///3,,"'d <E 142J.806' COORD.,30-C-.36 EXP. 6-30-06 KHAL A. m P.E. DATE Expt 9-30-05 SEWER,, WA TER PLAN & PROFILE 7 (16) THE PRIVATE ENGWER SIQWNG THESE PLANS 6 RESPONSME MR ASSURING THE ACCURACY AND ACCEPTAWLITY OF INE DESXN HEREON. REVISED S7REET IVAA4ES a NOT17S R. 339 E 06-30-06 SHT, 9 OF 10 IN THE EWNT OF DiSCREPANaES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPIR. DATE CIVIN- AT SKEERS SCALE: DURING THE CaWnXIC7W THE PRVATE ENSWEER SHALL BE RESPMSIME " \' R.C.E. N 62183 AS SHGVN NIA LEOS TRAIL FOR XrERMINING AN ACCEPTABLE SOLU77ON MD REMING ME PLANS COUNTY REC(VIVIENI)t-b -4"49- DATE CA DATE: FEB. V0,04' 9-30-05 H: V.. FOR APPROVAL BY THE COUNTY. ENGINEER REVISIONS EXP. DATE D Aw V q 4 ---------- 67 LiF ...... 46 LF -4- TS RES rRA IS A4 JOINfS 7S 3TRAIN_i t F RaTRAIN �ALL j ...... .......... RE --ALL JOIN .... ...... STRAAV R JOIN7S Aa A LES rA rf,' ........ ...... ------ A_ w 4 - j ------------------ (Q ------------- c, __A j-- V.. RNISH.. SURFA-,CE %D "6, C51- % 11.6 F lc4M K 14)ill + %N H CIO .... .. ----------- OE i ­­_ - -___; SIT. GRA DjE -T -c. R + + CL fRRFAf t '_0 VS. V ------- U_ 14 " 0.G, 'go o.V t. 00 w T L-EXIS G-RA E 8D =0, 4_5 .......... Lit -0i L OF T ............. ------ ................................... 7- 1 S_-0_nnAn M ------ D.Fi f I&R 7f­­ fj& S -S. EA c.a PER =0i 60 -MIW:_SP9cSS . ....... j� -----------�-__­--i - -r- .'atrr­- ­____- I—-r___- I I�.. :r- - ,11­1. 11 1 1—— __ �:..�_.1 __ rs ...... E $=00m ............. -T ----------- -,--, .-..­r-- r.I r J­ =�aqqv P PROP. J16" 4 f E14- -SEWER 249.3 L._F 8 410 4- V Q -------------- '-stw0t. ........ ...... --------------- 4, ---------- -----------_ _T 10916 1 L.F. ------- ------- 7 #c/c tc L ------ 5;L. CMSTRUCT 61 Lr ................. ------ $F -R, J­. J 4 J .............. PRr OFILE J .4­r- HORIZ 1 40 7- VE RT 1 40 20+00 21 +00 22+00 2,T+00 31 +001 PLAN 1 40' JJ2+00 33+00 11 +00 12+00 1 J+00 __ 10+00 0 4.0 810 120 1160 LEOS TRAIL 2 2 81P SEWER SEESHEET4 CONSTRUCTION NOTES: c) (a) Q) 80 SEWER 6' NAO CL 1 INSTALL 8" SEWER MAIN SEWER P.E=2 18 2 INSTALL PRECAST CONCRETE MANHOLE PER E.M.WD. STD. DING. SB-56 P. RE 32+74.68 RE=22.0 CN E6 . . - ��15 T VARIES NIQ CL 8" t TYP 7YP 6' N10 CL E=2 1.7 0� 8 WA T X-ING SEW 4 04 !P E=24.8 2, 10 00 z 0 BOT WA T=14.90 A E.=24.7 2 P.E=24.5 P.E=2'4.3 P.E=2J.2 Q) ch P.E.=24.0 P.E=23.8 P.E.=215 TOP SEW=12.62 INSTALL SEWER LATERAL CLEANOUT ?1i 00 W METER PER E.M.W.D. All + + INSTALL 1 ATER SERVICE AND 518 06 + 5 TD. DWG. B-590 P.E=2 1.5 A E=2J� 1 Os INSTALL 8- PVC C-900, (CLASS-150) WATER MAIN J2+68.5 1 -ING SD '�Otoo 00 8" WAT X 32TPO 1.44 �( 1 ,�\ 1 j INSTALL FIRE HYDRANT AND ASSEMBLY PER E.M.W.D. STD. DING. B-362 BOT SD=1.3.62 -911 4 QY� TOP WAT=12.62 INSTALL 8" FLANGED TEE (S TD FH WET BARREL,6"x 27 1 Lw W) 22tDO 90 1 --44 - 15 P.E.=22.7 C Q Q) a 23t 00 ---------- ---------- INSTALL FxH ADAPTER 1400 7- ------ INSTALL 8" FxH RESILIENT SEAT GATE VALVE �4 LEOS TR&L 12+60.00 1 7 PROP. 36- S.D. INSTALL BLUE RETROREFLECTIVE MARKER B- HXH 45' EL E 7 j _j RE=22.1 E=24.9 + P, NU P.E.=2 1.8 RE1,21.6 P.E,=24. 6 + big LU -/AIG SD 8" SEW X E BOT SD=12.80 =2j.9 RE=24.1 P. P.E.=2J.6 -23.1 P.E.=24.4 ; 11 11 z §8- (k + + C4 04 �d Z :t Typ Typ P.E. TOP SEW=11.70 P.E=22.5 8" PVQc_9O0,CL-10 PVC,C-950,CL-I 18 too zk�, :7z 11, S/O CL 14: x t :z 1,1 S/O CL �0 + + cz. It It 20' EWWD ALL 10' 10' WEA THER SEWER CURVEILINE DATA LEOS TRAIL LEOS TRAIL FASEMEW *LOTS 2,3 MOONRISE LANE SEE SHEET 4 USE SEWER LATERALS r r DEL TAIBEARING RADIUS LENIDIST TANGENT 0 PER S6­177(ALTERNATE 12+41.93 CL MH 0 N 81-422J- W 102.J6' ELEVATION W) :_Q N 8,9'10'14- W 249.,32' 14*55'41 4 11.00' 107.08' 5J.85' N '10'14- w WATER AND SEWER APPROVED BY: 89 222.J2' - W RN N 44'10'14 14. 74' EA /�IUNI IPAL WATER DISTRICT 2 lj+oB.94 a mH N 89'7 O'l 4- W 791.68' kAAAA0WAAAh%%#~ mvv4vvvvvwv~ J6+19-72 ChAMBERS AVE CML FNGINFER OF SUBDIVISIONS DAIE Q) J5+00 36+00 OG N 26'40'J2" w 32.91, r. I I O'l 4- W INITIAL DATE DIAL N 89 99.27 BEFORE DAYS BEFORE EXIST 10 VCP SEWER J6+19.72 0 N 00'4946" E 709.81, PROJECT ENGINEER YOU DIG YOU BIG PER DWG. NO. D-J529 N 08'22J2- W 6 7.0 1 APPROVALS INSPECTION F Q11 TOLL FREE 1-800-227-2600 N 89'1 O'l 4- W 1 1 7 64.68' WTR. OPERATIONS A PUBLIC SERVICE BY UNDERGRMW SERVICE ALERT QL N 45*4946- E 1 1 74. 74' F_s_w7R OPERATIONS 1.D. U321UJ 1 NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER PrepGred Under The Supervision Of BENCH MARK: BM ifT-600-28-66 WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF BASIS OF BEARINGS. COUNTY OF RIVERSIDE S.A. 41132 SHALL NOT COMMENCE UNTIL AN MADOLE AND ASSOCIATES, INC. MA,'� THE BEARING N 89*10'14" W ALONG 7HE CEN7ERUNE W.O. 10-663 MIT AND/OR A A 0 APPROVED BY- 10601 CHURCH STREET , STE. 107 OF CHAMBERS AVEJVUE AS SHOWN ON RANCHO CUCAMONGA,CA 91730 7RACT NO. 4794-1, M.B. 76156-41. C.O. GRADING PERMIT HAS BEEN ISSUED. PHONE (909) 948-1311 7 o. 62183 0 �; 7HE PRIVA 7F ENGWEER SAGWM n9W PLANS 6 RESPONSIBLE FOR REVISED STREET'NAMES NOTES No. 33950 HAL A. HM P.E. DATE Exp: 9-30-05 142J.806' SEWER, WA TER PLAN & PROFILE COORD.30-C-36 ASSURM 7NE ACCURACY AND ACCEPTABIWY OF THE DESIGN HEWON. SHT. 10 OF 10 IN THE EVENT OF DiSCREPANOES ARISING AFIER COUNTY APPROVAL OR EXP 6-30-06 R.Q 3395 E 06-30-06 V, PREPAPED BVA.T. SKEERS DATE , BY MARK APPR. DATE 15/11: crvl\- R.C.E. No. 62183 SCALE: MWNRSE LANE DUF?M 7HE CONSTRUCTION 7W PRIWE EWMEER SWU BE RESPONSMXE �clvkv U_0-5- 4Z CA AS SH17VN NIA FOR DEMWMNG AN ACCEPTABLE SOLURON AND REMNG ME PLAJ6 RECCk1MEftDtb-bLrk1mr1 DATE TF- 9-30-05 ENGINEER REVISIONS COUNTY DATE: FEB. 2004 H: V. & LEOS nUIL Aa 10W I(Re Q T W-8 , 7 lP--"-- - CL_ -T FOR APPROVAL BY 7W COUNTY A EXP. DAIE. D V J:\714-1809\sewerwater\sewlO.dwa. 06/11/2004 03:46:38 PM, macina. mva COUNTY OF RIVERSIDE 0 TRACT NO 30507 Q) STREET LIGHT 'PLAN �r D JljJ�JI r -jJJ_Ai P, r�K APN 335- 1 10-012 TRACT° BOUNDARY . _ m���s�assa_r�s_c sa ss sx s= =s s as �— xa ax ss sa xa ax xa�aa x: axs�ar�a: as xa xaa�aa sx xa as sxa�aasrsasa.�s: ma�x�c xxs�sa sss:xs ss�ss as ss axs�ss�ama�am xs f 16+30 17 I I o � I 4 �- I I TYP. t PROP.e a r� (} �j . z^ _ • -. - L i ems, ,. _NA .d"` ,+ {, �.--f6. ' :' „° '.� a _ _ - ^ _a q - - LO yV + G -- - -- -- ^� PROP + I W Q j 10+00 _ - - TYP. N 0 _/ _ ----- - -- -- -- -- -- -- -� --� _ PROP. h - - - - L -BCE 1 n -�~ In ____-H-_ 15+00 16+00 _ 1 1'b T(,�-{ - 13 0 14+00 +._N_(p 15 00 16 00 /W \ o ok o _ + o L z+oo L 1 TYP. - - -$— - - - - - —+ - i+oo --16#00 19+00 4- I- O - ------ -- --- __ — -- -- - -�-- EOS- � � \1 Q- R14+29.82 PROP. -- - 4; f. - - - -- -- -- -- N NIX R/W 1 - 21 0o zztoo_ / IT I�i 23 00 CN _ - --—----- TY �n .?., - r � RO m- Y 57x ` f 4 + � R/W 0 7, +: e 14CN 00 U 1 ET N � � ,,� z I � I . I � �Lv PROP. _ �I - Q t i a +40.50 0 : h s, ' �P 56 qR P O , �n M F L W N 1�_Rlowp-_ '^ 0+00 _ _ +0 0�N7�I�..?G +oo N -� _- -- -- -- -- _ _ _ -- � _� �+ 10 43.00OJ ----- -- - D/TYP. 01 y, - - 4+0 600n+oo TJP _ N , oo z3+oo ?4+00 zsFoo � V l�l V/\/J G 7001 TYP. N 1 _ o zz 7YP. 1 1 TYP. r 15+0018 00 19+00 20 00 1+00 0 - IY� PROP. - -_ TYP. 1 � ry ,, - __ _- , R/W -- -- -- -- -- -- -- -- -- -- -- -- _ _- -� -z_s+oo 1 TYP. so+oo 31+00 T 32+00_ o� + � 16 IN R1W a _ - Q F _ a I LOT > A �� 10+72.34 I ROP. + '� o ,� �'• o+ DtT. I I N R/W N PRO N Bf+l I N i W 2 1111 J L L LJ_I l 111yyLLl ll lJ I I I I I U li i „y l ll ll Ayl1LI 11 lI Ay LLI ll ll J L L LLI ll lI AJ LLl ll ll ,,� © Q N o� —— ——— — — — — — — — — — _- _ — — — _ _ _ 1JJ11 ll ll A..I„I„LLI ll J„I„L,6JJ ll li J„I„1,.111 ll lI 1LA..L11 li li Ill ll J„L.L.LLI ll ll 111LLI ll lI J„L,L,LlI ll ll J.A,I„LU L ll J..L.L1LI ll lI J..I„I,.LU ll ll A1yLLl ll ll L�L.I LJ_L.LIJ L L L.L.L.LL!LJ L 1..LJ.1.JJ IJ L L.L,LJ1J LJ LJ_LL1A L L L.L.L.L1J L.I L.i LJ.IJJJ L!LJ LA.L111 V L,I LAyyA�L.I Lyy,y,�A u U L.L.L.L.LA L.I L1 LL,LJ1A LA V LW..LA V 1J TYP. - -- _ - - - - - - - __ _ - _ - - - - - - - -. - I 2 TYP. — — — —— — — —. —_ - - — — — — — — — — _ lllly,,,,lylyl IylylyAy{ylylyl IylylyAyy,Lll.L'' ` W a +oo _ +00 2+00 Ps*oo 4+00 15+00 _ 5+00 __ _ 2 TYP. — — — — — — — — — —— —— — 17+00 18+00 19+00 _ 20+00 21+00 22+00 —- s -- _ -- - -- 23+�0ac �.—s 4+00 a 25+00 s 27+00 as — 28+00 29+00 2 TYP 31+00 o 3 TYP. 3 TYP. _ M ss�a MZ� 26+00 30+00 32+00 0 2 TYP. I - �d AVENUE 33+00 34+00 35+00 QQII o s','ssat�s =6+06 I " J 3 TYP. h W TYP. 3 TYP. — 1- i ("— // — ,��l TTRA(�T BOUNDARY — ,— — — �.r1 /4 r ��� frr?/4 r r fl7� l-Jl J���� ��� f J GROSSE PT. �� 761'-' �'J�l- J��I� �J JOLIET A PN 335-261 -01/018 DRIVE A PN 335-241 -01101 1 WA Y 15 CONSTRUCTION NOTES GENERAL NOTES FOR STREET LIGHT PLANS 0 ( --INSTALL STREET LIGHT 9,500 LUMEN PER COUNTY STD. NO. 7000 28 EA ETHANAC 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT RQUIREMENTS OF THE COUNTY 2D-INSTALL STREET LIGHT 22,000 LUMEN PER COUNTY STD. NO. 1007 9 EA OF RIVERSIDE TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFICATIONS, Q COUNTY ORDINANCE NO. 461 AND SUBSEQUENT AMENDMENTS. Lu LEGEND (�)--EXISTING STREET LIGHTS E� z 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN 4�FUTURE STREET LIGHTS j ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN COUNTY RIGHT-OF-WAY.. / � W INDICATES 22000 LUMEN HPSV STREET LIGHT (70 WATT- #7) 30 FT. LUM/NA/RE HEIGHT. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT (800) 227 2600 AT ROUSE RD. LEAST 48 HOURS PR/OR TO ANY EXCAVATION. THE CONTRACTOR ACCEPTS ALL RESPONSIBILITY O INDICATES 9500 LUMEN HPSV STREET LIGHT PR/VA TE ENGINEER'S NOTICE TO CONTRACTORS: FOR ANY AND ALL DAMAGES TO EXISTING UTILITIES. O (70 WATT.- #7) 25 FT. LUMINA/RE HEIGHT. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 4. THIS PROJECT IS NOT WITHIN 30 MILES OF MT. PALOMAR. � SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO INDICATES FIRE HYDRANT LOCATION THE BEST OF OUR KNOWLEDGE, THERE ARE NO EX/STING UTILITIES EXCEPT THOSE 5. SCE / ID SERVICE PLANNER_ BARBARA YAUCHZEE -,WORK ORDER NUMBER: 6877-1899 G-1871 CHAMBERS � SHOWN ON THESE PLANS � . THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIARY AVENUE AND 6577-4286 E4046, 6977-1803 G-1862 AND 6577-4287 E4047, 6977-1804 G-1873 AND cno ® INDICATES EX/STING 9500 LUMEN HPSV STREET LIGHT MEASURES. 6577-4288 E4048 25:� (70 WATT- #7) 25 FT. LUMINA/RE HEIGHT. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE INDICATES FUTURE 22000 LUMEN HPSV STREET LIGHT UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE MCCALL BLVD•(70 WATT,• #7) 30 FT. LUMINA/RE HEIGHT. DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH Q THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT/NG FOR LIABILITY ARISING 0 FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT VICINITY MAP ALL DISCREPANCIES TO THE ENGINEER PR/OR TO THE COMMENCEMENT OF WORK. N.T.S. DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG T —R _ — -- 5 SOUTH 3 WEST S ?1 TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMl T-600-29-68 TRACT NO. J0507 — IP 040040 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURR/ETA COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN QR� N� QN MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND �``9y�� OTy F� AP 0 ED BY: Q� (�`OMAS �F LANCASTER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT. SCHEDULE ENCROACHMENT PERMIT AND/OR A ���� ��,� 5,��'L 10601 CHURCH STREET , STE. 107 WEST OF MURR/ETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 2 RANCHO CUCAMONGA, CA 91730 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS GRADING PERMIT HAS BEEN ISSUED. 3 /F/0 'r Q No. 62163 N PHONE (909) 948-1311 DISK /N THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. STREET LIGHT PLAN No. 6-30 0 KHA A. 0 MA , P.E. DATE Expl 9-30-05 * 1429.249'THE PRNATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * * ✓" Exp1 ob-3o-ob ELEVATION: OF ___ SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. � Q. R.C 3395 X 06-30-06 �, �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE Tqr CIVIC- ��� �qT CIV1�- ��~ PREPAR Y: A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE E O F Q ti �a 62183 SCALE: OFCALIF y3-(?Z..-o'•j pF F R.C.E. N0. CALL DATE: FEB. 20 4 AS SHOWN N/A JOHN LAING HOMES FILE NO. �aw FOR DETERMAL B AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMME D-BOYLE ATE EXP. DATE: 9-30-05 H: V: FOR APPROVAL BY THE COUNTY. Q J:\714-1809\streets\stLt01.dwa.3/1/2005 8:33:19 AM.Cornelia COUNTY OF RIVERSIDE C) 0 TRACT NO 30507 15 � 0 o SIGNING GENERAL NOTES: SIGNING & STRIPING PLANS ETHANAC Q 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS L Q Z TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDIT/ON. j 2. ALL SIGNS TO BE INSTALLED ON NEW 4" x 4" WOOD POSTS WITH ANCHOR BLOCKS AND SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLAN. I ! JJ\ r� IJ�� JI��lJ�.rJ ROUSE RD. J. ALL STRIPES, S/GNES AND PAVEMENT MARKINGS SHALL BE REFLECTOR/ZED. STENCILS FOR !: ; MOBL r rlrJJJr PAr?K o PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS. ALL STRIPING AND MARKING DETAILS APN 335- 110-012 a SHALL MATCH CALTRANS STANDARD PLAN DETAILS. I ' PACT BOUNDARY �p 4. ALL CONFLICTING STRIPES SHALL BE REMOVED BY SANDBLASTING, THERMOPLASTIC SHALL BE -► c CHAMBERS REMOVED BY GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE I AVENUE W� W REMOVED. ALL REMOVALS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. { ----____ 1 fo f09 I 107 106 105 104 103 102 fol O I 111 100 99 98 97 ------ 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 tc) 39 96 T 5 5. ALL STRIPES AND MARKINGS SHALL BE APPLIED /N TWO COATS. PAVEMENT MARKINGS II -- -- -- -- -- - SHALL BE APPLIED /N THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. I1 112 -�LfO-- - -- -- -- -- -- -- -- -- -- -- -- -- _ 10 MCCALL gLVD• F-� - �A�M-BR€E�`E LA#� _- _-�- - TR - --- - - ----- - - 00 - r 6. ALL REMOVED SIGNS SHALL BE SAVAGED AND DELIVERED TO THE COUNTY YARD. 95 cV _ 40 e} I t I --CEO TRAIL_ 9 U O I 113 165 166 167 168 169 170 - - 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES, INSTALLATION OF SIGNING AND N -- 171 172 173 174 94 41 45 46 47 48 49 50 51 52 53 54 55 56 STRIPING SHALL BE /N ACCORDANCE WITH THE APPROVED PLAN WITH ALL UNCURRED O I 164 4.' 43 44 57 58 8 Z COSTS BORNE BY THE DEVELOPER OR APPLICANT THE COUNTY RESERVES THE RIGHT ~i- ED - ' - i , I 59 so 61 62 63 64 1 C� 0 N TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. ST ) 1 163 93 175 t I 7 I I �,I -- LAJ 161 160 159 158 157 156 155 154 153 toI , 92 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ly i r 114 162 90 89 88 87 86 85 84 83 82 81 80 79 78 77 76 75 74 73 72 71 6 IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. � � F �__— _— _— _ _ 91 L70 69 68 67 66 65 � � ? � � INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. I I - �__—__ __ __ __ __ __ __ -- - - -- �- --- -- _ _ W 5 Q �� VICINITY MAP RAISED PAVEMENT MARKERS ARE TO BE /NSTALLDE ON ROADWAY WITH "EXPRESSWAY" OR I 115RISE SANE- -- -- ��^^�� � _ _— _._ _— _— _ Q 'ARTERIAL" CLASSIFICATION ONLY. N.TS. 116 117 118 119 120 121 122 123 124 �- -� _ - -- ----� W _ ��)) ))ram` 125 126 127 128 129 130 131 132 133 134 135 LO ,1> A �, O� 5 SOUTH 3 WEST Q F 136 f37 , , 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 , v d , f 2 3 D�'T. N� T — R — — -- S — 2 -- ' f l I i LLJLyJLL11WJLLJiWLLJ.I.WJLLLI.I.NJYLJiLLUL VIJ.4iiLYLJ.J.WJLLLI.WJLLJ.I.WJLYLJ.I.LJLLJ.I.I.JJLLiiWJL y14yJLLJ.J.I.I.I.ILLJ.I.WJLLLJiLILLJ.I.I.LyLLYWyLLJ.I.WJLLILLW YLJ,J.LyyLL-------_----- ----------------------- _ yy..... yyI.I.LJ.11yy1.I.I.Id{yyW.J.J.1yyLYJ.1.{yyI.NA.LlyyLLWiyyl.f.6LyyYY.I.LyyyI.I.I.I.Llyyy141yyl.I.Wlyyyyy,yy Cr _ SHEET SH T 3 SHE T 3 ------ W v, RACY BOUNDARY rr?rl rT 7ID -rr-?A rr 4/0-141-1 NOTICE TO CONTRACTOR: iW/9 C5;I/3- r GROSSE PT. DRIVE VE AW/B 7813��_,,- JOLIET THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UT/LIT/ES (UTILITY PIPES, APN 335-261-011018 APN 335-241-011011 WA Y STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY- NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES ANY INDEX MAP RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. SCALE. 1 = 150 THE CONTRACTOR /S REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT SCALE I N FEET THE UTILITIES LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR 0 150' 300' 450' 600' PR/OR TO COMMENCEMENT OF CONSTRUCT/ON. CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING DAYS PR/OR TO EXCAVATION. THE QUANTITY ESTIMATE SHOWN HEREON /S FOR THE USE OF GOVERNING AGENCIES IN DETERMINING BOND AMOUNTS AND/OR FEES AND /S NOT TO BE USED FOR BID PURPOSES. CONSTRUCTION NOTES: QUANTITIES CONTRACTOR COUNTY LEGEND: O1 PAINT 4%4" SOLID DOUBLE YELLOW LINE PER CALTRANS DETAIL 21. (By County) 2,818 LF O CONSTRUC77ON NOTES 2O PAINT 4" DASHED WHITE STRIPE PER CAL 7RANS DETAIL 8. (By County) 4,940 LF PA 1/EMENT MARKINGS 3O INSTALL R61 SIGN ON ST. LT POLE. (By County) 1 EA O PAINT 8" SINGLE SOLID WHITE LINE PER CALTRANS DETAIL 38A. (By County) 400 LF TYPE VI LANE DROP ARROW (THROUGH STREET) 5O APPLY THERM0PLAS77C 12" WHITE SOLID STRIPE PER CALTRANS STD. A24E. I(By Contractor) 230 LF TYPE /V DIRECTI0NAL ARROW (STRAIGHT, RIGHT & LEFT TURN) 5A APPLY THERMOPLASTIC 12" CROSSWALK PER R/V. CO. STD. N0.403. (By Contractor) 230 LF ■o w LANE LINE 6O APPLY THERMOPLASTIC "STOP" LEGEND PER CAL TRANS STD. A24D. (By Contractor) 8 EA �._ SIGN WITH POST 7O APPLY THERMOPLASTIC DIRECTIONAL ARROWS TYPE IV AS SHOWN ON PLAN PER 14 EA CAL 7RANS STD. 24A. (By Contractor) SIGN ON ST. L T. POLE O PAINT 4" SOLID WH17E STRIPE PER CALTRANS DETAIL 8. (By County) 550 LF Wil WARNING SIGNS 9O INSTALL R2(25) SIGN & POST & LEGEND. (By County) 4 EA R1 REGULATORY SIGNS 10 INSTALL R1 SIGN & POST (By County) 3 EA 11 INSTALL R1 & R18 SIGN ON ST. LT. POLE. (By County) 1 EA 12 INSTALL W17 SIGN ON ST. LT. POLE. (By County) 1 EA 13 INSTALL R7 SIGN & TYPE N-1 MARKER. (By County) 3 EA 14 RE-PAINT EXIS77NG STRIPING & LEGEND. (By Contractor) 1 LS 15 INSTALL W53 SIGN & POST. (By County) 1 EA 16 INSTALL W57 SIGN & POST. (By County) 1 EA 17 REMOVE EXIS77NG STRIPING. (By Contractor) 1,092 SF 18 REMOVE EXIS77NG R18-2 SIGN. (By Contractor) 1 EA Q O 19 APPLY THERMOPLAS7C AHEAD" LEGEND. (By Contractor) 3 EA �0 INSTALL R63 SIGN ON ST. LT POLE. (By County) l(� 1 EA O 21 INSTALL W11 SIGN ON ST. LT POLE. (By County) 1 EA DIAL TWO W13RKING PAINT 4'14" SOLID DOUBLE YELLOW LINE PER CALTRANS DETAIL 28. (By County) 250 LF 0 BEFORE DAYS BEFORE YOU DIG YBU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT N0. 30507 - lP 040040 SHEET NO. o WORK CONTAINED WITHIN THESE PLANS PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA TRANSPORTATION DEPARTMENT RD AND CHERRY HILLS RD, 204 FT. NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE °� SHALL NOT COMMENCE UNTIL AN P A. QE MADOLE AND ASSOCIATES INC. 10 F APPROVED BY: �NpMAS ��. LANCASTER DR, 57 FT N/E OF THE N/E COP. OF THE RECTORY, 45 FT SCHEDULE W ENCROACHMENT PERMIT AND/OR A �P� titi ��,� .r��2 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT Z ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE f 1623732-E, SET A BRASS SIGNING & STRIPING PLANS GRADING PERMIT HAS BEEN ISSUED. �+ �Z'1lo Q No, 62183 N PHONE (909) 937-9151 � .I��" DISK IN THE TOP OF CONCRETE POST LEVEL WITH THE SIDEWALK. No. 6-30- HALE A. 0 MA , P.E. DATE Exp, 9-30-05 TI TLE SHEET THE PRNATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expo 06-30-06 � * � L-��D� ELEVATION: 1429.249 OF 3 SHEETS ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. �, Q R.C. 33950 E 06-30-06 �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE: BY MARK APPR. DATE �q CIV1�- �~ _ C �P PREPARED - A.T. SKEERS DURING THE CONSTRUC7)ON, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE rFOF CALZF�� (m Z� US 9TFpF V I FO�� R.C.E. N 0. 62183 SCALE: FOR: W.O. COUNTY FOR DETERMINING AN ACCEPTABLE SOLU710N AND REVIS/NG THE PLANS ENGINEER REVISIONS COUNTY RECOMMEN -BOYLE CALL DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE 997, V FOR APPROVAL BY THE COUNTY DATE EXP. DATE: 9-30-05 H: V: J:\714-1809\streets\OffsiteStriDina\strioeOl.dwa.5/20/2005 4:32:20 PM.MVA SIGNING GENERAL NOTES: o 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. REMOVE EX/STING STRIPING 0 2. ALL SIGNS TO BE INSTALLED ON NEW 4" x 4" WOOD POSTS WITH ANCHOR BLOCKS AND 17 SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLAN. P m o; z Cf) J. ALL STRIPES, S/GNES AND PAVEMENT MARKINGS SHALL BE REFLECTOR/ZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. o10 4. ALL CONFLICTING STRIPES SHALL BE REMOVED BY SANDBLASTING, THERMOPLASTIC SHALL BE ~ o REMOVED BY GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. �y� k 6 TYP c o 5. ALL STRIPES AND MARKINGS SHALL BE APPLIED /N TWO COATS. PAVEMENT MARKINGS �' 9 120' 35' 54' i 54' 19 6 1OIN EXIST DOUBLE SHALL BE APPLIED /N THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE 14 14 S-7 14 � � 4 7 _ _BAY TAPER 22 4 7 TYP YELLOW STRIPE 100' SCALE. 1"=40' — �` _ 6. ALL REMOVED SIGNS SHALL BE SAVAGED AND DELIVERED TO THE COUNTY YARD. Q 5A ER 30' R — BAY TAPER — o — ^ — 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES, INSTALLATION OF SIGNING ANDW 50' STRIPING SHALL BE IN ACCORDANCE WITH THE APPROVED PLAN WITH ALL UNCURRED 5A U— — .� ^ Q �5�� COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. N I00 21 20 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR 16 100, IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. l'911�- INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. RAISED PAVEMENT MARKERS ARE TO BE /NSTALLDE ON ROADWAY WITH "EXPRESSWAY" OR ; J 'ART ER/AL" CLASSIFICATION ONLY. W 18 20' 12' 12' 10' 10' o o 4 I ► I I TYP 7 LA - - J I CHAMBERS A VENUE SUMMER STREET SEE BELOW MURR/E TA ROA D MURR/ETA ROAD SEE ABOVE 0 I 0 0 I t e I I 16' 10 „' 11' ONLY IT 11 3 R61 12 J EXIST R 1— A Q TYP. 6 350' FROM / V) f - - X-WALK PROP R W ■ 001 6 5A ' 0 100 4 TYP. 19LO (� ^ TYP 6 100 2 o N N 2 _ ■ V M o EXIST R 1 I' �0 ", TYP — ^ — — — _ — — — 1 1 Q 1-1 7 N LLJ TRACT BNDRY N_ lv o 2 N 17 REMOVE EXIST DOUBLE SCALE IN FEET o c`� YELLOW STRIPING cv O 0 40 80 120 160 CN O EXIST. R 1 ■ . O I CONSTRUCTION NOTES: CHAMBERSAVENUE O PAINT 4%4" SOLID DOUBLE YELLOW LINE PER CALTRANS DETAIL 21. O PAINT 4" DASHED WHI7E STRIPE PER CALTRANS DETAIL 8. 11 INSTALL Rl & R18 SIGN ON ST LT. POLE. O INSTALL R61 SIGN ON ST. LT POLE. 12 INSTALL W17 SIGN ON ST. LT POLE. O PAINT 8" SINGLE SOLID WHITE LINE PER CAL TRANS DETAIL 38A. 13 INSTALL R7 SIGN & TYPE N-1 MARKER O APPLY THERMOPLAS77C 12" WHITE SOLID STRIPE PER CAL TRANS STD. A24E. 14 RE-PAINT EXIS77NG STRIPING, ARROW & LEGEND. �A APPLY THERMOPLASTIC 12" CROSSWALK PER RIV. CO. STD. NO. 403. 16 INSTALL W75 SIGN ON ST. LT POLE. 0 O 17 REMOVE EXISTING STRIPING. f� 6O APPLY THERMOPLASTIC STOP" LEGEND PER CAL TRANS STD. A24D. O & REMOVE EXISTING R18-2 SIGN. O APPLY THERMOPLAS7C DIRECTIONAL ARROWS AS SHOWN ON PLAN PER CALTRANS STD. 24A. 19 APPLY THERMOPLASTIC "AHEAD" LEGEND. (By Contractor) DIAL TWO WORKING O PAINT 4" SOLID WHITE STRIPE PER CALTRANS DETAIL 8. �0 INSTALL R63 SIGN ON ST. LT POLE. (By County) O BEFORE DAYS BEFORE O INSTALL R2(25) SIGN & POST & LEGEND. YOU DIG YOU DIG 21 INSTALL Wll SIGN & POST. (By County) TOLL FREE 1-800-227-2600 10 INSTALL R1 SIGN & POST . PAINT 4"/4" SOLID DOUBLE YELLOW LINE PER CALTRANS DETAIL 28. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER Prepared Under The Supervision Of : BENCH MARK: BMI T-600-29-68 TRACT NO. 30507 — 1P 040040 SHEET NO. O WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CA7HOUC CHURCH IN SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA PRE Q � MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT. NOR7H OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE SHALL NOT COMMENCE UNTIL AN A. OT�F �NOMAS LANC,AS7FR DR, 57 FT. N/E OF 7HE NAE COR. OF 771E RECTORY, 45 FT " " 2 ENCROACHMENT PERMIT AND/OR A � ��� ti,�ti A VED BY: �� � s�Fti 760-A S. ROCHESTER AVENUE WEST OF MURRIETA RD, 7 FT. SAE OF THE EAS7ERLY COR. OF 6 FOOT SCHEDULE A 2 i �Q F� ONTARIO, CA 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE/1623732-E, SET A BRASS SIGNING & STR/PING PLANS GRADING PERMIT HAS BEEN ISSUED. w �o Z 9�t� S Q No, 62183 N PHONE (909) 937-9151 DISK IN THE TOP OF CONCRETE POST LEVEL WITH 7HE SIDEWALK. No. 33950 ALED . OT .E. DATE * 1429.249 MURRIETA RD & CHAMBERS A VE OF 3 SHEETS THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Expo 06-30-06 � � Expo 9-30-05 S,,y.�o ELEVATION: ' • • ASSURING THE ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON. Q C.E 3950 6-30-06 �, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT Crvl�- ��~ �qr CI Vie- �~P PREPARED BY: T. SKEERS FOR: W.O. COUNTY FOR DETERMIDURING 7HE �GSAN ACCEPTABLE SOLUT/ONGANDEREYIS�NG THE P BE Es1.4�NsslaLE FOFCALIF� � 'Z`F•US F4FCALZFOR- R.C.E. N0. 62183 SCALE: FILE N0. FOR APPROVAL BY THE COUNTY ENGINEER REVISIONS COUNTY RECO ME D—BOYLE DATE DATE: FEB. 2004 EXP. DATE: 9-30-05 H: AS sHOwN V: N/A JOHN LAING HOMES 937dw > J:\714-1809\streets\OffsiteStrioina\striDe02.dwa.5/20/2005 4:37:24 PM.MVA SIGNING GENERAL NOTES: o 0 1. TRAFFIC STRIPES, PAVEMENT MARKINGS AND RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, MAINTENANCE MANUAL, STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. ,� GROSSE P T. DR/VE 2. ALL SIGNS TO BE INSTALLED ON NEW 4 x 4 WOOD POSTS WITH ANCHOR BLOCKS AND SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLAN. m J. ALL STRIPES, S/GNES AND PAVEMENT MARKINGS SHALL BE REFLECTOR/ZED. STENCILS FOR PAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS. ALL STRIPING AND MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS. 4. ALL CONFLICTING STRIPES SHALL BE REMOVED BY SANDBLASTING, THERMOPLASTIC SHALL BE REMOVED BY GRINDING. CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 5. ALL STRIPES AND MARKINGS SHALL BE APPLIED /N TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED /N THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. Q Q 6. ALL REMOVED SIGNS SHALL BE SAVAGED AND DELIVERED TO THE COUNTY YARD. 6 0 cl) AND PAINTED LANE LINES INSTALLATION OF SIGNING AND Z f + 7. THE COUNTY INSTALLS SIGNS, STRIPING SHALL BE /N ACCORDANCE WITH THE APPROVED PLAN WITH ALL UNCURRED Z COSTS BORNE BY THE DEVELOPER OR APPLICANT. THE COUNTY RESERVES THE RIGHT ' PROP. R/W v J TO REQUIRE ALL WORK TO BE DONE BY CONTRACTOR. • = I� 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR ~ ; 2 N 2 o g o V IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. jt — 100' �' 000 J INSTALLATION SHALL BE COMPLETE WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING. �, �' Q RAISED PAVEMENT MARKERS ARE TO BE /NSTALLDE ON ROADWAY WITH "EXPRESSWAY" OR — — — — — — 'ARTERIAL" CLASSIFICATION ONLY. 0Laj 1 TR BNDRY �' 100' W Q Qj : \f�� o — — — — 1 TR BNDRY ■ m REMOVE EXIST DOUBLE f PJ� YELLOW STRIPING 2 ; L ' �` + ' F,F'� `� QO •CD r\A w GROSSE P T. DR/VE Q CHAMBERS AVENUE CHAMBERS A VENUE SEE ABOVE LEFT JOL/ET WA Y SCALE IN FEET \\ 0 40 80 120 160 4 \ �� MEHAFFEY �' 13 c') W 10 6 1 O 00 W 1 1 STREET — _ ; .PROP R/W 1 I PROP. R/W • � o 5 I � . Q 2 2 0 32' LL! ; N N � N B 2 —"� — — — 100 2 0 W �REMOV T DOUBLE 17 8 A 1 — — — — — — 100' N _ TR BNDRY `I- (n ■ YELLOW STRIPING O N o \ 2 N g N 17 REMOVE EXISTING STRIPING 1 N cV P — — — — — — — — 5 — — y6 p0 ��k1okpp. JOLIET WA Y CHAMBERS AVENUE CONSTRUCTION NOTES: Ol PAINT 4"/4" SOLID DOUBLE YELLOW LINE PER CAL TRANS DETAIL 21. O PAINT 4" DASHED WHITE STRIPE PER CAL TRANS DETAIL 8 50 APPLY THERMOPLASTIC 12" WHITE SOLID STRIPE PER CAL TRANS STD. A24E. 60 APPLY THERMOPLASTIC "STOP" LEGEND PER CAL TRANS STD. A24D. 0 O 80 PAINT 4" SOLID WHITE STRIPE PER CALTRANS DETAIL 8 90 INSTALL R2(25) SIGN & POST & LEGEND. O) 10 INSTALL Rl SIGN & POST . 13 DIAL TWO WORKING INSTALL R7 SIGN & TYPE N-1 MARKER O 17 BEFORE DAYS BEFORE YOU DIG YOU DIG REMOVE EXIS77NG STRIPING.O TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT NOTE: SEAL—COUNTY ;3395Z. NTY OF RIVERSIDE SEAL—ENGINEER Prepared Under The Supervision of : BENCH MARK: BMI T-600-29-66 TRACT NO. 30507 - IP 040040 SHEET NO. O WORK CONTAINED WITHIN THESE PLANS TRARTATION DEPARTMENT PREPARED IN THE OFFICE OF AT CATHOLIC CHURCH /N SUN CITY 0.4 MILES NORTH OF INT. OF MURRIETA o0 SHALL NOT COMMENCE UNTIL AN P E N Q- MADOLE AND ASSOCIATES INC. RD AND CHERRY HILLS RD, 204 FT NORTH OF INT. OF MURRIETA RD AND COUNTY OF RIVERSIDE A. �Ty Fy A ROVED BY: CNOMAS �F` LANC.ASTER DR, 57 FT. N/E OF THE N/E COR. OF THE RECTORY, 45 FT. SCHEDULE "A ENCROACHMENT PERMIT AND/OR A P ,��, s,F ti 760-A S. R RIO, C 91 AVENUE WEST OF MURRIETA RD, 7 FT. S/E OF THE EASTERLY COR. OF 6 FOOT 3 �� '2�L �0 �tn�y GONE (9 , ) 9 91761 BLOCK WALL, 2 FT. S/W OF A POWER POLE 11623732-E, SET A BRASS SIGNING & S TRI PI NG PLANS GRADING PERMIT HAS BEEN ISSUED. �' ( JZ 9 l V w Q No. 62183 N�i PHONE (909) 937-9151 � � � DISK /N THE TOP OF CONCRETE POST LEVEL WITH 7NE SIDEWALK. � No. 33950 KHA P.E. Ex 9-30-05 CHAMBERS AVENUE THE PRIVATE ENGINEER SIGNING THESE PLANS /S RESPONSIBLE FOR * Exp1 06-30-06 * DATE it P �r G.j.e f ELEVATION: 1429.249' of 3 SHEETS ASSURING THE ACCUR4CY AND ACCEPTABILITY OF THE DESIGN HEREON. f Q R. 06-30-06 �, Q IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DATE BY MARK APPR. DATE �qT CI VI ��~ PREPARED B A.T. SKEERS FOR: W.O. COUNTY DURING THE CONSTRUCTION THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FUFCALT 2-4 -�S FpF f0� R.C.E. N0. 62183 SCALE: FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS ENGINEER REVISIONS COUNTY RECOMMEN -BOYLE CALL DATE: FEB. 2004 AS SHOWN N/A JOHN LAING HOMES FILE N0. 937- FOR APPROVAL BY THE COUNTY DATE EXP. DATE: 9-30-05 H: V: J:\714-1809\streets\OffsiteStrinina\strioe03.dwa.5/20/2005 4:38:00 PM.MVA COUNTY OF RIVERSIDE FLOOD CONTROL AND WATER -N VATION DISTRIC I CO SER N MOBILE HOME PARK PROP. 8 DESCRIPTIO INDEX SHEET No. ' X 6' � � TITLE SHEET 1 NN ,� 9 CULVERT 1 6 LINE "A" PLAN & PROF. AND LAT."A_1 " 2 04 LINE "A" PLAN & PROF. AND LAT."A 5", "A-6", "A-613" 3 CD o LINE "B" PLAN & PROF. AND LAT."A-2", "A-3", "A-4", "B-1" 4 0 0 t S� .. V Li ETHUINAC DETAIL SHEET & LAT. "A-7", "A-8", "A-9" 5 I fitz it SUN MEADOWS SD PHASE II - LINE C, LINE D, LATS D1 -3, r LINE --, LATS E 1 -2. 6-18 _ ----- EtaR.C. F.C. & W.C. D. STANDARD DRAWINGS E U -�--__ � STD. JS 227 & JS231 JUNCTION STRUCTURE STD. MH 4 Lj � � 25 MANHOLE 12 ----- -� , 1 ROUSE RD. o STD. MH 251 MANHOLE SA LNE " f Q1 8.1 jl -c�� U o STD. TS 301 TRANSITION STRUCTURE QUANTITIES , I co o Q j W 5 3 CHAMBERS N CONSTRUCTION NOTES MADOLE RBf ADOLE RBF j Q 10. 1 _ Q musj V W' (D CONSTRUCT 42" RCP, D-LOAD PER PROFILE. 742 LF w a Q2 CONSTRUCT 36" RCP, D-LOAD PER PROFILE. 873 LF 36 LF MCCALL 8��' " 459 LF 28 LF � ----� 3 CONSTRUCT 30 RCP, D-LOAD -PER PROFILE i �c � 7 Q 7 O " 271 LF 25 LF i'CFSQ � 1 Q100 29.3+ (C V) 90 LF 312 LF CONSTRUCT 18" RCP., (CLASS IV) 1 EA r • M/$ 82/83--88 7RAC7 4794� Q1 t48.6 CFS VICINITY MAP4 INDEX MAP M/$ 7 s/36�� l NOT TO SCALE ® CONSTRUCT JUNCTION STRUCTURE N0. 2 PER RCFCD STD. JS227 EA 9 CONSTRUCT JUNCTION STRUCTURE PER RCFCD STD. NO. JS231 1 EA NOT TO SCALE T 5 SOUTH, R 3 WEST, S 21 � �® CONSTRUCT MANHOLE NO. 1 PER RCFCD STD. MH251 1 EA 1 EA 1 GENERA. NOTES: 18. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY PROP. PROP. 1© CONSTRUCT 6" MIN. DIA. GROUTED RIP RAP PER DETAIL ON SHEET 5_ 4 CY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, R/W 56' R/W INSTALL DROP INLET PER DETAIL ON SHEET 5 1 EA 1. - THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS SHOWN ON THE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONSTRUCT. HEADWALL PER CALTRANS DETAIL D90 TYPE A 2 EA CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE SOUTH y WEST , CL NORTH y EAST DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE RIVERSIDE COUNTY FLOOD CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER, R.C.F.C.D. COUNTY ROAD 10' 18, 18' 1o' 14 CONSTRUCT 78" RCP, D-LOAD PER PROFILE. 45 LF CONTROL AND WATER CONSERVATION DISTRICT'S MEMORANDUM OF UNDERSTANDING STANDARD DEPARTMENT, AND THE DEVELOPER'S ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, s' s' . I 5 EA SPECWICATIONS, DATED SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAWINGS, DATED s s 15 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER RCFC k WCD APRIL 2004 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, Z �' STD. PLAN TS301 , (MODIFIED TO INCLUDE PIPE JUNCTION AND EXCEPTING FOR LIABILITY RISING FROM THE SOLE NEGLIGENCE OF THE OWNERS OR THE ?x ; I 2X MANHOLE PER RCFC k WCD STD. PLAN MH254 AT LINE C 6 2. THE CONTRACTOR IS REQUIRED TO CONTACT ALL UTILITY AGENCIES REGARDING TEMPORARY � 2x ;,, 2z .- ) SUPPORT AND SHORING REQUIREMENTS FOR THE VARIOUS UTILITIES SHOWN ON THE PLAN. DEVELOPERS ENGINEER. 16 CONSTRUCT MANHOLE NO. 4 PER RCFC k WCD STD PLAN IAH254. EA 2 EA 3. CONSTRUCTION INSPECTION WILL BE PERFORMED BY RIVERSIDE COUNTY FLOOD CONTROL. 19. ADJUST ALL STORM DRAIN AND SEWER MANHOLES AND WATER VALVES TO GRADE. 2 EA CONTACT DALE ANDERSON AT (909) 275-1288. THE DISTRICT MUST BE' NOTIFIED 20 DAYS 20. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS (NOT TRUE LENGTHS OF PIPE) AND ARE " 01-�"-42" STORM ' 1 STD TPLLAAN CONCRETE SHEET 12.OR COLLAR PER APWA PRIOR TO CONSTRUCTION. THE BASIS OF THE ESTIMATES OF UANTITIES. THE CONTRACTOR SHALL DETERMINE TH 8 WATER J ��• -6' SEWER EA 4. ALL STATOMNG REFERS TO THE CENTERLINE OF CONSTRUCTION UNLESS OTHERWISE NOTED. TRUE QUANTITY OF PIPE REQUIRED FORTHIS PROJECT PRIOR TO PLACING THE ORDER 6, 6. 6 fcovER 18 JUNCTION STRUCTURE NO. 4, CASE 2, PER RCFC 2 5. STATIONING FOR LATERALS AND CONNECTOR PIPE REFER TO THE CENTERLINE- CENTERLINE 21. ALL ELEVATIONS SHOWN ARE TO THE INVERT OF PIPE, EXCEPT WHERE OTHERWISE NOTED. k WCD STD. PLAN JS229. 19 CONSTRUCT MANHOLE N0. 2 PER RCFC k WCD STD PLAN I�A-1252. 1 � INTERSECTION STATION. 22. AT THE DISCRETION OF THE ENGINEER, THE CONTRACTOR MAY BE REQUIRED TO VERIFY BY TYPICAL UTILITY LAYOUT CONSTRUCT TAT 2 EA 6. FORTY-EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE ALERT POTHOLING THE LOCATION OF POTENTIALLY AFFECTED UTILITIES. 0 CONS RUC CURB INLET CATCH BASIN PER RCTD STD. NO. 300. 1-800-227-2600. ION LOCAL STREETS WIDTH PER PLANVIEW. 7. ALL ELEVATIONS SHOWN ARE IN FEET AND DECIMALS THEREOF BASED ON U.S.C. & G.S. 23. CONTRACTOR SHALL DISPOSE OF ALL EXCESS EXCAVATED MATERIAL AT MANDATORY DISPOSAL NOT CONSTRUCT MODIFIED CONCRETE DROP INLET PER RCFC k 1 EA DATUM. SITE. MUST BE NOTIFIED ONE WEEK PRIOR.TO CONSTRUCTION. 1 TO SCALE © WCD STD. PLANCB110, WITH 12" HIGH SLOTS FOR 20.0' ON 24. ALL BACKFILL AND BEDDING AROUND STRUCTURES AND PIPES SHALL BE COMPACTED TO NOT BOTH SIDES, T=12 , W=36 , AND LENGTH = 21 .0 . 8. ALL CROSS SECTIONS ARE TAKEN LOOKING DOWNSTREAM. LESS THAN 90 PERCENT RELATIVE COMPACTION EXCEPT WHERE SUCH MATERIAL IS PLACEDLEGEND 4 CONSTRUCT 48" RCP, D-LOAD PER PROFILE. 441 LF h 9. ELEVATIONS AND LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE UNLESS OTHERWISE UNDER EXISTING PAVED ROADWAYS, THE TOP 3 FEET, MEASURED FROM THE FINISHED 6 CONSTRUCT 66" RCP, D-LOAD PER PROFILE. 84 LF NOTED. ALL UTILITIES ARE TO BE PROTECTED IN PLACE UNLESS OTHERWISE NOTED. PAVING, SHALL BE COMPACTED TO 95 PERCENT RELATIVE COMPACTION. A.C. ASPHALTIC CONCRETE (R) RIDGE LINE " " 16 LF 10. OPENINGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF EXISTING CULVERTS, B.C. BEGIN CURVE RCP REINFORCED CONCRETE PIPE CONSTRUCT MODIFIED 84 W X 42 H CAST-IN-PLACE PIPES OR SAINLAR STRUCTURES TO 25. CATCH BASIN SHALL BE LOCATED SO THAT LOCAL DEPRESSION SHALL BEGIN AT EXISTING B.V.C. BEG. VERTICAL CURVE REINFORCED COIVCR TE BOX CUL RT PER CALTRANS STD. " ABANDONED SHALL BE SEALED WITH 6 INCHES OF CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. B.W. BACK SIDEWALK R/W RIGHT OF WAY D80 (USE VW X 4 H STANDARDS) SHEET 18 CLASS "B CONCRETE. 26. INDICATES APPROX. SOIL BORING LOCATION PER SOILS REPORT DATED 9/17/2002 BY PETRA C.B. CATCH BASIN ST.LT. STREET LIGHT ® CONSTRUCT ppppIFIEE� 60" W X 42" H CAST-IN-PLACE 18 LF 11. PIPE CONNECTED TO THE MAINLINE PIPE SHALL CONFORM TO JUNCTION STRUCTURE NO. 4 GEOTECHNICAL, INC. C.L. CENTERLINE TAN. TANGENT REI ORCEDMCONICRE E BOX CULVERT PER CALTRANS STD D80. (JS 229) UNLESS OTHERWISE NOTED. E•C• END CURVE (USE 5 W X 4 H STANDARDS) SHEET 18 NOTICE TO CONTRACTOR: E.P.- EDGE PAVEMENT T.C. TOP OF CURB 2 EA 12. BEDDING PIPE SHALL CONFORM TO RCFC&WCD STD. M815, EXCEPT FOR COVER <2 FEET. E.G. EDGE GRADE W WIDTH 9 CONSTRUCT MANHOLE NO. 3 PER RCFC k WCD STD. PLAN MH253. FOR COVER < 2 FEET, CONCRETE SLURRY (2000 PSI- 2 SACK) SHALL BE USED. THE THE EXISTENCE AND LOCATIONS OF ALL UNDERGROUND UTILITIES (UTILITY E.V.C. END VERTICAL CURVE V VERTICAL DEPTH 30 CONSTRUCT CONCRETE APRON AROUND CONCRETE DROP - 320 SF 660 SF ENTIRE TRENCH SHALL BE SLURRY EXTENDING 4 INCHES MINIMUM AND 12 INCHES MAXIMUM PIPES, STRUCTURES, ETC.) SHOWN ON THESE PLANS (MAIN LINES ONLY- F.L. FLOW LINE V.C. VERTICAL CURVE INLET PER DETAIL ON SHEET 12.ABOVE THE TOP OF PIPE. NO SERVICE LATERALS) WERE ASCERTAINED BY A REVIEW OF RECORDS F.S. FINISH SURFACE 31 INSTALL TRAFFIC BARRICADE PER CALTRANS STD DWG A77.- 50 LF 13. "V" IS THE DEPTH OF INLET AND CATCH BASINS MEASURED FROM THE TOP OF CURB TO PROVIDED BY THESE MEMBER AGENCIES AND ARE APPROXIMATE. NEITHER G.B. GRADE BREAK ��j EDGE OF PAVEMENT 2 EA INVERT OF CONNECTOR PIPE. THE OWNER NOR THE ENGINEER ASSUMES ANY RESPONSIBILITY FOR H.P. HIGH POINT 3® CONSTRUCT GRATED CATCH BASIN- PER APWA STD. PLAN UTILITIES NOT SHOWN OR NOT IN THE LOCATION SHOWN. INV. INVERT (590.69) INDICATES EXISTING ELEVATION 305-2, 309, 635 k 311-2, USING 5 GRATES, t=12" , A=45' 14. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING IMPROVEMENTS TO BE 310.00 INDICATES PROPOSED ELEVATION W=10-10"" , AND V PER PROFILE. SHEET 17. RECONSTRUCTED IN KIND AND AT THE SAME ELEVATION AND LOCATION AS THE EXISTING THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT L.E. LANDSCAPE EASEMENT THE UTILITIES' LINES SHOWN AND ANY OTHER L LINES NOT OF RECORD OR NOT SHOWN O.C. ON CENTER o INDICATES ST.LT. " 19 LF LESS OTHERWISE NOTED. ON THESE PLANS. LOCATIONS OF UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR P.C.C. PORTLAND CEMENT CONCRETE + INDICATES TREES ® CONSTRUCT 60 RCP, D-LOAD PER PROFILE. 15. HYDRAULIC (MADE LNNIES SHOWN IN PROFILES ARE FOR 100 YEAR FREQUENCY FLOWS, PRIOR TO COMMENCEMENT OF CONSTRUCTION. UNLESS OTHERWISE NOTED. 41 CONSTRUCT 8 W X 6 H CAST IN PLACE REINFORCED CONCRETE. 2,543 LF CALL UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 AT LEAST 2 WORKING BOX CULVERT PER CALTRANS STD D80 (SEE SHEET 18) t6. THE CONTRACTOR SHALL COMPLY WITH THE STATE AND LOCAL SAFETY CODES DURING THE DAYS PRIOR TO EXCAVATION. TRACT 30507 PROGRIESS OF WORK.' THE QUANTITY ESTIMATE SHOWN HEREON IS FOR THE USE OF GOVERNING AGENCIES WILY R/W 94' E'LY R/W ® CONSTRUCT 6' HIGH CHAIN LINK FENCE GATE PER 2 EA 17. THE DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, SAFE, CLEAN AND SANITARY IN DETERMINING BOND AMOUNTS AND/OR FEES AND IS NOT TO BE USED FOR BID 44• 50, 1 p• RCFC & WCD STD. DWG. M801. CONIM" AT ALL TIES AND TO THE SATISFACTION OF THE COUNTY'S OR DISTRICTS EXISTING PROPOSED INSPECTOR. THE ADJACENT STREETS SWILL BE KEPT CLEAN OF DEBRIS, WITH DUST AND I � LOT g CONSTRUCT 24" DIA. RCB CULVERT MANHOLE PAR RCFC & 5 � OTHER W NSANCE OEM CONTROLLED AT AL TES. THE DEVELOPER SHALL BE RESPONSIBLE STORM DRAIN LINE 5' 12' 32' I 32' 5' I� WCD DWGS. MH253 & MH257. CONSTRUCT 6" THICK 6'X6' FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF BW �X i CONCRETE APRON AROUND MH AT FINISH GRADE.(SEE PLAN FOR PIPE SIZE) (TYP.) X T-CC�IW�INOUS) PROP. AC PAVING �- STREET CLEANING %*1 BE DRY SWEEPING ALL PAVED AREAS. ( - _ - -- 2.0% L (R INSTALL 6" PVC. 75 LF �C ® CONSTRUCT JUNCTION STRUCTURE 0. 3, CASE 3, PER RCFC = z & WCD STD. DWG. JS 228. 13. EA PwAm �: WATER MAIN `r •t ( 4...Urt1 You CON U.S.A. Ta+N Frig � �E �� 46 INSTALL 18" X 18" CONCRETE BOX INLET W/ TRAFFIC RATED 1-1,40-227-2800 '�""""""' ■ esa►.« ■ .oK.,wuar�ow ` �fESSy�! 7' 10' 8' 7' 6' S� 3' 8' 10' 0 ��M' A Eli # 45' WELD ELBOW (TYP) 3 ; o N STEEL GRATE (BROOKS PRODUCTS 1818"(}R APPROVED f" "" " " 51 t _ ALTERNATIVE) TO BE MAINTAINED BY HIOA 13 EA .....- % . . . ...,�I�IIOMo�.�.. r i s DETAIL A = N N o t ,� " " Inow'°"�""""'"' W "' "'� �' (TYPICAL WATER STORM D IN Q INSTALL 12 X 12 BOX INLET W/GRATE (NDS 1213i OR �� Dm COP40UL.TINO fir. 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O ' i I i I I i ' I f i ! �` k V I 1 1 I i i I �-^t C I I { I Q1 0 8. e ��_ 4 - - -+-+ - -- - - - - _ - - --- _ } I f I I I i C N 46 O7 F 18 : R P ! 1 i ! , i � -�---�---+--. -'4-. ,.. t , E • a F , ! , ; r 1 I I I i 1 t i I I i E I I 1 ! I ( I fp ! I x I } I 00 1. c s H D (C O T - I f _ f t { I V 1. f S i I = I t I l ( ( ( ! i i �� .3 -CfSt 1 I Uj l i i Qr#0�1 3. fS ! ( ! _ k f t t ! I I ' r s t , i + � Q1 -B. cf ! t ! ! , � ; I i r 1 I , �-_ ���- { DJ i LE � I i I I ( - I -- t I I i I �I - k ! I f , , i i ! i - I i t - : , r j � ff i I t - _ ! ! rl k f f l ! l A I 1 l I r ,r ; 1 r k ; : f , , 1 LE OR - 4 + f !� f I I { , , r PLAN 1"= 40' g-��- NOTES 40 0 40 CURVE TABLE O3 CONSTRUCT 30" RCP, D-LOAD PER PROFILE CURVE DELTA RADIUS LENGTH TANGENT 143 C 45'00'00" 22.50 17.67 9.32 ® CONSTRUCT 24" RCP, (CLASS IV) 45'OO'OO" 45.00 35.34 18.64 » 78 51 I O5 CONSTRUCT 18 RCP, (CLASS IV) _ I 8" WATER 27 ® CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFCD STD. JS227 LINE TABLE CL 30 10 12+36.86 BC - LINE BEARING LENGTH 10 CONSTRUCT MANHOLE NO. 1 PER RCFCD STD. MH251 STORM DRAIN L} L S44'10'14"E 10.48' 144 -- - _. _ 16 CONSTRUCT MANHOLE NO. 4 PER RCFCD STD. MH254. 8" WATER N45'49'46"E 58.20 I RW RW 8„ SEWER N68-31'14"W 29.48' 10+10.48 BC I E 26 INFORMATIONAL NOTE: - " " ALL X-SECTIONS TAKEN 12+94.19 LINE B 8 45 CL. INT. I ' _ - 10+00.00 LAT. "B-1" PROP. LOOKING DOMAIN STREAM PROP. 16 10+00.00 LINE "B" # -`�' - _.__-_..__. _,___.. __ A=65' = R/W R/W 'T24" =17+49.80 LINE "A" { k 3 C L E R I A WAY y__ _ ._... _______ __w...__.., -- C=3.29' ,D=30" 56 » » I o 3 13+30.40 LINE A i SOUTH & WEST CL NORTH & EAST Ryy RW p` END PIPE 25 SEE PROF.SHEET 2 € 10' 1 s' 18' 10' f i 8" SEWER 12+72.20 EC ^� _ 10+28.15 EC " " I 5' 5' C 5' 5' - _ LAT. B-1 4 z m CL CB #12 I ? ST. TA. 16+58.94 , 1 6 CL CB #13 2q 2� N 0 2% ?% 146 0 8' 1 W=7 ,H4.02 - 6 ST. STA. 16+57.27 + 1422.64 _ - W=7' =4.12' ,..,. , / LOCAL DEP. CASE C 8 8 1 1422.64 T I I I 77 52 PER ST. IMP. PLANS j LOCAL DEP. CASE C 24 Q :4 s'..�TORM DRAIN °� Z PER ST IMP. PLANS 8 SEWER 8 WATER f9 !f 6'±COVER� LINE B PLAN 6' CL a "NOT A COUNTY MAINTAINED STORM DRAIN FACILITY" TYPICAL UTILITY LAYOUT a NOT TO SCALE p Don't Dig...Until You Call U.S.A. Toll Free O 1-800-227-2600 to for the location of buried O utility lines. Don't dirt - to vital go-vices. O TWO WONCIN6 DAYS 0010K YOU O16 BENCH MARK &W T=�-29-68 REVISIONS DESIGNED BY: Prepared Under The Supervision Of : COUNTY OF RIVERSIDE SUN CITY-THORNTON AVENUE PROJECT NO. ~ AT C4THOLC AV SLN l27Y 0.4 ANIS NOR H OF MJG PREPARED IN THE OFFICE OF TRANSPORTATION DEPARTMENT #ff OF AN WA RD AW p,�NUS RD, 2& FT MADOLE AND ASSOCIATES, INC. STORM DRAIN TRACT 30507- IP 040040 4-0-00307 C' DRAWN BY: APPROVED BY: 00 NA` W OF AVT. OF ANaWUA AlW AAV LANIQ4 EiP ALP, 760-A S. ROCHESTER AVENUE 57 FT N/E OF 17E N/E CHP OF li'E AECIC4T; 45 FT CC ROCHESTER AVENUE No. 62183f6o LI NE » B» DF DRAWING N0. *EST OF ARAW ETA RA 7 IT. S/Lr OF THE EASMkY PHONE 909) 937-9151 G Z !I 1 OC COR OF 6 FT. !LOCK IM4UL 2 FT SIV OF PONER DATE DRAWN: k Ezp: 9-30-06 �! !! !! f� 4-842 POLE 11623732-E, SET A MSS L,W N 71E W OF A t KHA A. 0 AN DATE: LAT. A-2 A-3 MST tEVE W N 7W S�C1ENNf11JC FEB. 2004 G -Faf �d ,C1vl-ti..�p4 » q SHEET N0. AARON THOMAS SKEERS, E 62183 DATE:9-30-05 0 CA T- (p•2•O� A- 4 B- I C I ELEVAIiQ 143Ai►.24�' REF. DESCRIPTION APPR. DATE 4 OF RECOMMENDED BOYLE ENG. DATE: h I� 10+00 10+00 10+0010+00 10+00 110 NO E: C NT A TO H CL ,P 0 C J P E LL P Q F D OA U ILf IE C 0 Sf G P LE IN - INUL S0 WIENO Q_ CN I I tPRA P STD,IC33 ' F VR DC } Z9M.. • _. _ \ f 777 1 -R C a : t i W g>• -� I I ! l { e t ty Q i r j { t ` I V ON Pik { t ON t I I ( I t L R — AP • I I ( I IL I i P =0 0208 _ I P R ET IL I I ' I I 1 C 7 t ; I F I g = l t } 14 3. 4 I V I , I F 2 D _ I � 4 - , -4 i t W 42. G7112I I I I i I f '10 . i } • i P , - 1 I f ' t i 42 . I R P — I " > m i I 7. L.F. } i. _- _.. _ { 3. I -1 — _ '�. } e s. ; _ i i ' _ ' T t + } t ! I to { } j Z 1. 0r I I ( I I I L C7� O {{ I _ I i I + P I - I O M 1 I I I O t # ( 1 { 7 3 + r -- Lo I I i + i I t f t i l 51.77 m Co • i T.. L ; P , I t } E i i r I } ` i € I. ? , • + .rto C%4 5irp CL S IV I I 1 D t } 7 }} I C A I =2 5 -i I 1 I ! { =2__ f [ ; { I .0 fDS i _ } P I I i I { I ! j I ' i i I i j I I € I HYD RA Mt f I ' 3 I I { PS ' � •� I I i - -' I : i I 7 i 1 } sib as s I I , i N 2 _F PLAN } - I ¢¢ { I I p l If- O I E I , OR Z P I - E t VET 4: TOP MANHOLE FRAME ANU COVER 1419_5/BASIN SPILLWAY PLAN 1"= 40' —� � SEE STD. C8IQ3 1 42' RCP, LINE A } I A� CORE DRILL 2" DIA. ( f 1 1 1. DIMENSIONS: t 24" RCP, LAT C �) S� HOLE AT QUARTER POINTS — �--� _i_ a o,� „ �1 1.� - r, • = V= SHALL BE SHOWN ON THE PLANS (18 FEET MAX) ly I F 2 MIN. 2 MIN. ® GROUND LEVEL & 9 ABOVE A _ --i W= SHALL BE 36" OR AS NOTED ON PLANS. in i I I I RIP-RAP GROUND & WRAP WITH FILTER A \ P. T= 6 INCHES IF V IS 4 FEET OR LESS. FABRIC ON 3 SIDES. 1416.5 B IV .* CL. ':'_it T= 8 INCHES IF V IS 8 FEET OR LESS I ( d x D= 18 INCHES UNLESS OTHERWISE SPECIFIED. LO �tDE "R H= 96 OR AS ONEDSON OTHERWISE SPECIFIED. a } � ' • M ' OPENING to s 2. STRUCTURAL CONCRETE SHALL BE CLASS "A". i 29" �3 j `�,� I ..' ':',;; STEPS-- S E E _ stop 4-1402 � LN,• MIi 289 D 3. REINFORCING STEEL SHALL BE NO. 4 DEFORMED BARS. CLEARANCE NOTE S SHALL BE 1 1/2" BOTTOM OF SLAB. 3"- 5" DIA. ROCK N -`F'- ' '0' 4. THE BASIN FLOOR SHALL BE GIVEN A TIGHT WOOD FLOAT FINISH, 6" 36" 6„I AROUND STRUCTURE. 4$6 E.IAt-~- ;:; ;.; CURVATURE OF THE LIP & SIDEWALLS AT THE SIDE OPENING SHALL NOT BE MADE BY PLASTERING. THE OUTLET PIPE SHALL BE TRIM 122' ( �'}'"�'::; _''''=,T��:�'• �: iO TO FINAL SHAPE & LENGTH BEFORE THE CONCRETE IS POURED. o:• 30" RCP 5/8'sQ.x1s GA TUBULAR SPILLWAY OPENING [��. -� 5. STEPS: 3/4" PLAIN ROUND GALVANIZED STEEL STEPS SHALL BE STEEL FENCE PICKETS B T t - A T INSTALLED 16' APART WHEN V EXCEEDS 4'-6„ THE TOP STEP LATERAL D 0 4'D.C. COLOR TO BE FROM THE WALL ONLY ONE STEP 12" FROM THE BOTTOM SHALL t NTS 'r�OCK GARDEN'tiDT DrP 1 X 2'SO. 12 Grl nmmR SHALL BE INSTALLED IF V IS 4'-6" OR LESS ALLSTEPS SHALL BE t - GALVAN2E POSTS, RAILS 2'SO. 12 GA. TUBULAR „ STEEL. TOP & BOTTOM PLAN A N f ' AND PICKETS FROM FINISH STEEL FENCE POST 0 RAILS, LAY FIAT -- - ANCHORED NOT LESS THAN 4 INTO THE WALL OF THE BASIN. GRADE TO SECOND COURSE s'-D' O.C. MAX. COL SECTION A-A „ ' I GROUTED ROCK RIP RAP of BLOCK WALL. TD BE �oCK GRADEN' - 6. PROTECTION BARS ARE PLAIN ROUND STEEL BARS 1 DIAMETER 4 CLASS 2 BACKING & SHALL BE INSTALLED WITH ENDS EMBEDDED 6„. ao ' TOP ELEVATION NOTED ON PLANS 7. ALL EXPOSED METAL PARTS SHALL BE GALVANIZED. 4:1 SLOPE ® PROTECTION ;a..; ; .:. 8. SLOPE BOTTOM TO OUTLET FROM ALL DIRECTIONS. n 6" HEADWALL PER 8' BAR "'_- ;'+�:i --- _ ��� 9. SEE STANDARD DRAWING CB 106 FOR WALL & FLOOR STEEL CALTRANS DETAIL GROUTED ROCK o = : •� REINFORCING. t ' D 90 TYPE A RIP-RAP CLASS 2 BACKING 'SPOT MELD STEEL GRILL f, R-400 EXAGON 1/4' Z OPENANGS) FROM Tow -� = VARIABLE V Q a,, Y\' RAIL TD BOTTOM RAIL SPAN PRWKCTIGN "Its i J B' 9� (18-ABOVE MOW STRIP) EVENV ^COD" OP'ENMe 2' 118' 2' TYPICAL. Et IfAX. 'ON CEMITEIq RIP—RAP/PLAN VIEW 42' RCP, LINE A 6' WMEE X s'DEEP CONC. Mow STRIP w/ srEE� �2�� `' '�: '© I l Z V=8 fps max. 24" RCP, LAT C OM 'r' 1 /.3 REE14R CONT. ALIGN W/ CENTERLINE •' < P N OF FENCE RAILS, LAY FLAT NOT TO SCALE CONC. FOOTANG w/ sTEEc SLEEIA< W. p EXTEND TO BE FLUSH W/ TOP OF MOW STRAP D,` �• " �'. cp WX. K = 419.30 FILL W/NON— SI RWANG GROUT AS REO. _ Don't Dig...Until You Call U.S.A. Toll Free SECTION X—X 12' , 419.5 FG �� -� T w -- •� T ' O 1-800-227-2600 _i NOT TO SCALE 419.0 Fc N for the location @aOVUTLLET DETAIL 1&9 EG 1e9 EG SECTION B -Bof buried 2' 118' 2' -- utility lines. NOT TO SCALE • CHANNEL SIDEL• CHANNEL SAVE O �,t digit SECTION D-D vital services. FENCE DETA AT EMERGENCY SPILLWAY CONCRETE DROP INLET DETAIL o N TS RCFCD STD. DWG. NO. CB 110 >,wa woc �� s€€o�E rou ON SHEET 2 NOT TO SCALE �� H BENCH MARK �MM' T-�- -� REVISIONS DESIGNED BY: Prepared Under The Supervsian Of : RIVERSIDE COUNTY FLOOD CONTROL COUNTY OF RIVERSIDE PROJECT NO. AT c+� a, ► w sew C r 0.4 � Of MJG PREPARED IN THE OFFICE Of AND TRANSPORTATION DEPARTMENT SUN CITY- THOR�ITON AVENUE o Ate, +' + AWN BY: MADOL.E AND ASSOCIATES, MC' WATER CONSERVATION DISTRICT APPROVED BY: TORN DRAIN TRACT. 30507- IP 040040 � �� ©o OF NNT. OF LrA MW AM �P OR, 760-A S. ROCHESTER AVENUE ' RE FOR APPROVAL BY: APPROVED BY- Q DRAWING NO. 57 [3pr Clr AE C]tSRf; CC ROCHESTER AVENUE No. 62183 � 0 mEST OF� 44 7 FT � OF 7W r PHONE (909) 937-9151 / _ DATE DRAWN: � Ezp: 9-30-Ob * (I ��► / !!: TAILS OC f! - �! OF s AFT * QFAI LAT. A- 7 A-8 A— g 4-842 I'KxE/1037M� & SET A MISS air w 1W W OF A � Cghtww�Lae W?m 1w SDK FEB. 2004 C -�p f �, �iviy 7 j� o I ` KHAL A. M DATE: J > > SHEET N0. / » » s> » AS SKEERS E 62183 DATE:9-30-05 FCAL DATE. / �O' •O LAT. C D EIEYArtfMk REF. DESCRIPTION APPR. DATE AARON THOM 5 1A � RECOMMENDE - BOYLE ENG. DATE: ' �+ O 18 it I ������®������������ia�l����� Ill»M• !11'ATM/i'L�:1111i:�.':/11�M�11��:.!/fM��■����������i�������� O�■�1■POEM"t'51��.J1: ���������� ������iii•iiMMll!�MM�AiMMr�� M M�ir/iiM[eMlM�ifM�i��������1 ������� �����itLrLtCiiL.iirys����������������11■1■11■1�.`■M:�1ra1:11� L'/1 :a1�:>>■■�1■I. Cif: OWN 1� �! 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', si����•. ,.,Ti.,' ,•,4�.k,,t&J'•d`Sa.tta1bjV§aHM_I'Itr1�./1:•�Ll�ill�1 ��� • ' _ i f _ • • +• r • • i! yiMYI� IN � • , '. i F• • . • , , Ab • : 1 1 � 'g , 61 ' 1 ' ® • • • • . 11 i1 r • momt• � tAL JUL �� , ■�` . ' • of 1 ... .. a i ���� • • x�# • , '15+00 17+00 16+00 18+00 INFORMATIONAL NOTE IALL X—SECTIONS TAKEN I LOOKING DOWNSTREAM 3 WX . PAL PROTECT IN PLACE EXI T. SUN MEADOWS WALL FUTURE TR. 30507 WALL BOX CL 1420 — — — — — — — — 1420 13.5' 11 .5' 25' SD EASEMENr TO RCFCD 11 . 1% MIN 1% MIN 1 t• 15' 8.75' 0 l ' 8' 6.75'� L0 / EX. GROUND PHASE 1 4-1410 wx '~ 1410 41Lps S• ' - 1 _ E i r— v AINTA SECTION AT STA . 15+00 TYPICAL FROM STA 14+50.00 TO 18+50.00 --------------- LEi a PROFILE SCALE VERT. 1 = 4' 10 0 10 1400 HORu. . ,- = Zo' 1400 W.,•. J H 0- s'o Y w CONSTRICTION NOTES TRACT 30507 c� w � F- o 41 Lo CONSTRUCT 8 W X 6 H CAST-IN-PLACE OR PRECAST REINFORCED N L` ~ cn 04 � °0 w O T X CULVERT PER CALTRANS STD D80 SEE SHEET 18 I (n (n N � � � N � CONCRETE � ( ) w < 2 0 z � z ,_., z 4© CONSTRUCT 24„ D I A. RCB CULVERT MAI IDLE PER > � < < 3 w > RCFC k WCD STD. DWGS. MH253 k MH257. CONSTRUCT w f-- f- I— Y X H 6 THICK, 6 X 6 CONCRETE APRON AROUND MH AT FINISH GRADE. Ix c z � � � Lw .. z w „ f- INSTALL 6 P.V.C. O -jw - J-w 0 CONSTRUCT JUNCTION STRUCTURE N0. 3, CASE 3, PER O r e w > > O ® RCFC k WCD STD DWG JS 228 - 0 � w � < w � 04 < 1 O Lo x x x � u INSTALL 18 X 18 CONCRETE BOX INLET W/- TRAFFIC + ' 1 U- z I w w v z w 23 + RATED STEEL GRATE (BROOKS PRODUCTS #1818 OR APPROVED 00 ALTERNATIVE) TO BE 'MAINTAINED BY HOA. Lj co 16 17 18 _ 19 80 8 1 88 _ z d s r-- co t , , t , 4 in < Indir A t t # 4 N;M � INSTALL 12" X 12„ BOX INLET W/GRATE (t�S 1213 OR W Q # 1 # I # I I # I # t Q W APPROVED ALTERNATIVE) . TO BE MAINTAINED BY HOA. t! tf tl #t #! t► tl # � . to t, ,► #f #► t, t► ,► ® CONSTRUCT JUNCTION STRUCTURE NO. 3, CASE 1 , PER _ _ _ . •20' 14"W _ _ _ RCFC k WCD STD. DWG. JS 228 Ar-W A ►, /, /, /, /, /, W 1 I \ / t I 1 W 0 /—'� • Mo in Lo ®--------®----- — 0 F— N— + N + N� - + NN + Q Q J ---------------------- ._®_.----------------- rih o PRE-MANUF CT D TY ° z I - 0 N O —. � (n Don't Dig...Until You Call U.S.A. Toll Free 00 1-80�0-227-26tXI far the lacalisn of bwi" -- t al+.a. 20 0 20 40 60 z cea•t d6w4 a t� e.rt«icea. J GRAPHIC SCALE o iMiA wars Ar'►rs A�� rou AR `t IDiCKMANK U 7.y �+ RE rtcFC/wc� DEAD BY: PREPARED MER c oa CONTROL TRACT A T 507 I P 4 ^40 PROJECT Na. AT CATNMX I N BM CITY C.4 S PLANNIN■ ■ DERI■N ■ CONETRUOTION IFEt3� � ` ) -- NORM OF INT. OF M MMMETA IO /M0 V.E. 444/// 4-0-00307 0 CW*W HL)_S MD. � FT. NORTH OF NT. DRAWN BY: ,�r �<< '� WATER DISTWT SUN CITY- T H OR N TO N 0 OF M4 WTA NW NO Lf��lifl► M DR. 57 zrw Yhw PA"Alf.Moo a RE D FOR APPIROYAi. D eY: DRAWING NO. � FT. N/E OF THE N/f COR. OF TM+E RECTORY. - V.E. ■ ■ ■ ,cAUFcx�A sA6o,�s7A 0 FT. WEST OF W MMETA AD. 7 FT. SA OF DATE DRAWN: C O N S U LTI N O 961476AW ■ FAX A61A7ArM wwwAS mm ' � * /r s Q � EASTawlr ooR. of s FT. ao�a�c Wr�u.. : # AVENUE STORM D RAi N 4—8�2 1Fa31F FT. S/W OF A FOM P= 32-•E. MAY 2005 fr �t r�� '�! _ _ SHEET NO. Q SET A ORA$$ IlM N T#E T�Or �A CHECKED BY: f F �4 p •Q 5 CONCAM aFOFT LEAM im im �Mtx ylzc,L t", 4F. 7" O,s IF c M DATE DATE F L1 STA. T4+50 TO 18+50 IMF. DE3cw AMR. DATE APPR. DATE M.T. VICTOR A. EUA R.E. NO. 64803 EXP: 6-30-07 7 OF 19+00 20+00 21+00 22+00 INFORMATIONAL NOTE I ALL X—SECTIONS TAKEN LOOKING DOWNSTREAM L_ J 1430 1430 P/L PROTECT IN PLACE EXIST. SUN MEADOWS WALL FUTURE TR. 30507 WALL BOX CL EXIS _ - • 13.5' 25' SD EASEMEN TO RCFCD z 1x MIN 1�% MIN 1420 1420 2 1 — 8.75\ 0 8' 0 6.751z • Ln - EX. GROUND / x IV — 1410 1410 SECTION AT STA . 19+00 TYPICAL FROM STA 18+50.00 TO 22+50.00 PROFILE SCALE 10 0 10 VERT. . 1' 20 4' HORIZ. : 1' - 20' W J H J H F-1 CL d TRACT 30507 �+- �` CONSTRUCTION NOTES g � w N � 00 � w N � ,� CONSTRUCT 8 W X 6 H CAST-IN--PLACE OR PRECAST REINFORCED X w ~" ~ < pJ CONCRETE BOX CULVERT PER CALTRANS STD D80 (SEE SHEET 18) . < O(n Z < T 3 \ w 59 z T } I V) W y Q CONSTRUCT 24" DIA. RCB CULVERT MANHOLE PER w z < w z RCFC k WCD STD. DWGS. MFI253 k MH257. CONSTRUCT J w -z 6 THICK, 6 x 6 CONCRETE APRON AROUND IMH AT FINISH GRADE p ... J r 9 - - : . = p 44 INSTALL 6" P.V.C. Ow I O cn < c- N p @ CONSTRUCT JUNCTION STRUCTURE NO. 3, CASE 3, PER stz x x x L RCFC k WCD STD. DWG. JS 228 ♦ � Z W � 1-1 � W Q IU � 1 W 1--1 ♦ - co 2 4 2 5 2 6 w 2 7 2 8 2 J 3 0 1 �y INSTALL 18" X 18" CONCRETE BOX INLET W/ TRAFFIC �- z z N RATED STEEL GRATE (BROOKS PRODUCTS #1818 OR APPROVED - . t { ALTERNATIVE) TO BE MAINTAIPED BY HOA. W r i f i / i 1 1 f j t t r r 41 i t < 1 1 " " it r ! t ► e ■W INSTALL 12 X 12 BOX INLET W/GRATE (RDS 1213 OR (In ct� i f e f of (n (= APPROVED ALTERNATIVE) . TO BE MA I NTA I RED_ BY HOA. S'dZ N89'20' 22 — — — — — — — CONSTRUCT JUNCTION STRUCTURE NO. 3, CASE .1 , PER W 400.00' ►4 W r i ♦ t t e r i a e t e r t t t RCFC k WCD STD. DWG. JS 228. E t t t r i r e W W O — ------------------------;-- ------------------------------------- ---------- ------- -- -- ----------- — -------------t-- ---------------- ---- --- ---------------------------r— ---------- --- — ----- —r---+---------------- — T— t---t----------- T--1— Z - - �"'� -------------------------------------------------------------- F-1 N •, , ui V CD r- -------- .-.- • N ACfit �� �- Q .- ------------------- .- r- 4 __________ ---___ - 00 f"A O O 3 . — n p oD b O. N O B 0 _ N Don't D*..Unti You CoN U:S.A. TO Ff** 00 1-800-227-2600 > far Ow foseswn ,l N r (�/" . • ww�r wra. 20 0 20 40 60 z a � firitlNt. J GRAPHIC SCALE Q ��newt ■r it . U DE30" BY. PREPARED BY. ROJECT NO. AT Cx� � « a.• ENa a R�c/r�co ::, Rw Co oD CONTROL TR A T 7 — 1 P 040040 �� � � LLANNIN■ ■ D/t■1■N ■ GONKRUCTION �. Or V.E. mw w 204 ". w wt. CRA1M1 BY- �• ` WATER DISTRICT _..�.— _ _ TON --0—00307 SUN CITY THORN v.E. ���*Am 40 � �M..«�� � �E FOR APPROVAL BY: AVENUE STORM D R Al N tx�A 4 842 it. M,�t +t� 1l+rt M1E adR. ar 1Mt aRr. CA SASO14 , ,. " T �' 1Ef1 1�, ? i''# !Ii' DATE DRAW C O N a U LT I N 0 161�Ta�s12 • FAX t61�Ta72�f w�wwll■F,00Nn � �„�.� * l . • �" < fT. of A pvm "a MAY 2005 ffi �/i l� �! SHEET NO. o pr utrf. � 1 U. c. t�L� G• 7- 05 c��� DAM. DATE: 5 8 OF 18 - �►. �+ A/�PR. Or►lE A//R. D+AIE M.T. VICTOR A. ELIA R.E. No. 64803 EXf: 6-30-07 F= 1=STA A. vT _10 22+5^, / t 23+00 24+00 25+00 26+00 I I��MAT I DIAL NOTE I ALL X-SECTIONS TAKEN I LOOKING DOWNSTREAM 1430 1430 PAL Ur p Al Up PROTECT IN PLACE EXIST. SUN MEADOWS WALL FUTURE TR. 30507 WALL P. I BOX CL C4 III 13.5 11 .5 lot 49 25' SD EASEMENr TO RCFCD 1420 1420 1% MIN 1% MIN -- LAj - 8.75' 0 8' 0 6.75' EX. GROUND Uj 4 � / IF —� X - _.. 1410 1410 SECTION AT STA . 23+00 TYPICAL FROM STA 22+50.00 TO 26+50.00 PROFILE SCALE VI : I = 4' 10 0 10 HOPIZ. : 1' = 20' w ^ J ~ J �- 1. 4 a. w � 1 �, 59 00 CONSTRUCTION NOTES Cn w cn cn T CT 30 '� _J N w S� z w ~ z @ CONSTRUCT 8'W X 6'H CAST-IN-PLACE OR PRECAST REIN ORCED cgi z J > w CONCRETE BOX CULVERT PER CALTRANS STD D80 (SEE SHEET 18) . J ,. w XUj < w 3 R w w w Q INSTALL 6 P.V.C. ~ w `� w z J ® CONSTRUCT .JUNCTION STRUCTURE NO. 3, CASE 3, PER a. �J . RCFC k WCD STD DWG. JS 228 p X O ® INSTALL 18" X 18" CONCRETE BOX INLET W/ TRAFFIC O w x $ w w 0 RATED STEEL GATE (BROOKS PRODUCTS #1818 OR APPROVED • w O ALTERNATIVE) TO BE MAINTAINED BY HOA. 36 X 33 38 �, 4 " " 32 33 34 c� 35 w < INSTALL 12 X 12 BOX INLET W/GATE (NDS #1213 OR + t� w z + ^N, w �' APPROVED ALTERNATIVE) . TO BE MA I NTA I hED. BY HOA. coW `\ Z 8 I- N a 14 f, ii ' 1 r N S`�� �i ' @ CONSTRUCT .JUNCTION STRUCTURE- NO. 3, CASE 1 , PER i � � r I t 4 r ► 1 Q � RCFC k WCD STD. DMrG .1S w u a Ir it E . v — — — rl I. — — 01 �Y1 — — — o Uj 1 i t t 1 f t t 1 t i l t t i —t— t �- i f t 11 t I 1 1 ! 1 l i I� ---------- ------------------------- — ----- — --- ---- ------------ — ----------- Q. + g SUN hEADOWS PRE-MANACTIJRED HOMES (:OMMUhI + . W ------ — ----------- -- -- ------ — --- — ------------------- ---- ----- —r------ -- o -- - ---- ----------------------- o a _ 0 N Q t on t Di%..Untl You CON U.S.A. TON Fr" W � 00 1-6U0-227-2600 for 1M lscelisn of buried 20 0 20 40 60 z Osw't rfww/t - Q WW services. j GRAPHIC SCALE Qn r!r si1NRt Mrs�t rep st < AT 4A1!MC CM11�i N SW CITY Q4 11 �+p DESIOh1E0 BY: ABED BY: �wNNINs ■ ous+ow ■ 00"o ausrea.+ PROJECT N0. _ � Ric � RtvE 00o coNTRa TRACT 30`,,�07 — I P 040040 1010M OF III OF MUNKTA 00 NO V.E. Y �S ok 3" " Nwm Or WT W! ARO WNt of. DRAW BY' 27W rn�c aw.40 � W/►l�R QIS1RKrT A1MN '� SUN CITY - TH�RNTON DR c No. T. M/t 0� 1Mt w/E i1Wwt. +WF wt RLCl�ORr. V.E. ■ ■ F■ RE �Et BY: A NLo 46 /T rEs� or w►. >r FT. s/t as coNiULTINO �.«•• = AVENUE NORM DRAIN DATE DRAW lr�.i-ww / 4—8 4 2 � OWN . A 0 VM Oft ME r1373 MAY 2005 , #r el vi �* SHEET NO. C+�IIC� AOiT UM Wm /M[ AIEtArALK ' a KY A iAA11 O W< M 1w W A cHEacm BY: �,;,��'„� �4 Gr•7- IDS � � t��.�� DATE: 7 ® SATE: -EXP: 6-30-07 DA DAT£ F R'OMI .STA. 22+50 TO 26+50 9 of `�� 8 AIR`. � MAR. TE MAR. M.T. ACT'0R A. ELU R.E. . 64803 27+00 28+00 29+00 30+00 w INFORMATIONAL NOTE I I ALL X-SECTIONS TAKEN I LOOKING DOWNSTREAM t J 1430ce 1430 I — PAL PROTECT IN PLACE _ EXI T. SUN MEADOWS WALL FUTURE TR. 30507 WALL 3 BOX CL IT- 13.5' 11 .5' - 25' SD EASEMEN TO RCFCD 1% MIN 1% MIN 1420 — — 1420 8.75' 8' 0 =� 6.75' / AWL ' ....... 3 3 I t ps EX. GROUND ! I 1410 - 1410 SECTION AT STA . 28+00 ' TYPICAL FROM STA 26+50.00 TO 30+50.00 INIA PROFILE SCALE VERT. . t" - 4' 10 0 10 NORIZ. : 1" - 20' / � \ O °° ONO N I � N �+ ZLi Q � w !� ZtJZ Z'90 TRACT 30507 x >- � �� i- cr !L Ir o w W L Z W < N W W Z CONSTRUCT I ON NOTES _j w CD J > < x N � W� w 4t CONSTRUCT 8'W X 6'H CAST-IN-PLACE OR PRECAST REINFORCED N >0 wv NZp 0 LK CONCRETE BOX CULVERT PER CALTRANS STD D80 (SEE SHEET 18) . w M < Z w © CONSTRUCT 24" DIA. RCB CULVERT MANHOLE PER Ld RCFC k WCD STD. DWGS. MH253 k MH257. CONSTRUCT 0 r < 0 6" THICK, 6'x6' CONCRETE APRON AROUND MH AT FINISH GRADE. w i O p INSTALL 6" P.V.C. Lo W L) c_ w i f I Ix w 0 x Lo O CONSTRUCT JUNCTION STRUCTURE NO. 3, CASE 3, PER p 3 J Q_ ~ w ® RCFC k WCD STD. DWG. JS 228 O 101 " " 1 t o , 1 t'7 � Q INSTALL 18 X 18 CONCRETE BOX INLET W/ TRAFFIC ! f 8 �l RATED STEEL GRATE (BROOKS PRODUCTS #1818 OR APPROVED Q t I 1 ! t ! 1 , , 9` 9 7 ti i Q W ALTERNATIVE) TO BE MAINTAINED BY HOA. H N p _ O f!- — — It — _ TO 1 i J3 — — !+ — /l /1 \ ( � E W i i f s 71% i t i i i i 400. ! — ; — 1 i ; ! t I i 1 t t t t ! t , 1 1 \ 1 t / 1 W � � p CD ------------- ------------------------------®— --®-- __ _- -- ------------- --®_ - CO RED HOMES COWNTly > -- -- --- ----- -- ___=�-____ _------------------- - ____-___------- - ----___----------- -- ------- ____ - - -- - -- --------- -- ------- - ------ - o o O + N n O � 0 PLAN Don't Dig...Until You Coll U.S.A. Toll Free 63� N 00 1-800-227-2600 IV for " location / J of iwriN l � / �. 20 0 20 40 60 z __-- Don't riwwt Q vow swvicos. j GRAPHIC SCALE o we tww■a olms ttttro�tt ym w a U REV SKM ENtyMEER RCFC/WCD DESIGNED BY- PREPARED BY- RIVERSM CO OD CONTROL PROJECT NO. CD AT CATHOUC N S M CITY 0.4 MLES PLANNINS ■ orSUN ■ CONSTRUCTION VESSI, TRACT 30507 - I P 040040 NM11H DF WT. OF MiU NETA IUD AM V.E. 00 CNEIMtY HIUS Ib. 2" " WM OF INT. DRAWN BY: ��,a'���� �. E!� �,� WATER DISTRICT _ 4`-0-00307 oa caf M�urIaETA IMaI� AltlD u1Ml[:As'€fR DR, S7 27565 Yna<fto.d.�.goo � � � SUN CITY THORN TON DRAWING NO. RE F OVED BY: In • Ff. N OF TtiE N CM. OF T� RECTORY. V.E. ■ ■ ■ - 46 QF Y TA AD. 7 FT. SA OF BY- CONSUL O, F �.• i• ti> _ AVENUE STORM DRAIN 4-842 Q T#E EASIaIY t�OR. OF tf FT. I�ACIC W41LL, 2 DATE DRAWN: 4•�•s1►il7 Fr. S/W of A �R PME 732-E. MAY 2005 �r �111� +�! SHEET NO. Q SET A OW W 'W-� A CCMalE1E rw LrAm N hi 1NE 9DE�ALK. CHECKED BY: I.�/�, CI'-?-cps 'ff OF C I�E�`� DATE: DATE: - unwoRfF. DESCIIWTION APPR. DATE APPR. DATE M.T. VICTOR A. EUA R.E. NO. 64a03 EXP: 6-30-07 FROM STA. 2 +50 TO 30+50 10 1 31+00 32+00 33+00 34+00 INFORMATIONAL NOTE ALL X-SECTIONS TAKEN ep LOOKING DOWNSTREAM 1430 - - - 1430 PAL PROTECT IN PLACE EX T. SUN MEADOWS WALL FUTURE TR. 30507 WALL ---------------- BOX CL uj - 13.5' 11 .5' 25' SD EASEMEN TO RCFCD r-C71 jr -- — 1% MIN 1% MIN 00370 1420 - - - - _ 1420 Ld 8.75' 0 8' 0 6.75' 04 EX. GROUND 1410 1410 SECTION AT STA . 31 +00 TYPICAL FROM STA 30+50.00 TO 34+50.00 ' PROFILE SCALE 10 0 10 VERT. : to - 4' HMIZ. : I" - 20' I W i. .J.1 ~ 00 Y U) N N Z L) V) LL. cn J Z 0 Z LLJ < W < < TRACT 30507 w W � z w W De Z CONSTRUCT I ON NOTES W � J ZJ � � E � W x ZJ � , Q CONSTRUCT 8 w X 6 H CAST-IN-PLACE OR PRECAST REINFORCED CONCRETE BOX CULVERT PER CALTRANS STD DOO (SEE SHEET 18) . :< , w, Q CONSTRUCT 24" D I A. RCB- CULVERT MANHOLE PER RCFC k WCD STD. DWGS. kH253 k MH257. CONSTRUCT ' 6" THICK, 6'x6' CONCRETE APRON AROUND bH AT FINISH GRADE. O }' �? < O C.O w W O Q INSTALL 6" P.V.C. O < ~ O ® CONSTRUCT .JUNCTION STRUCTURE NO 3, CASE 3, PER to w x < AO8 to RCFC k wCD STD. DWG. JS 228 + W + � � 105 106 j„ Z � N "1 0 K) INSTALL 18 X 18 CONCRETE BOX II�ET W/ TRAFFIC fr �rr arm 104 fr rr r ' 109102 RATED STEEL GRATE (BROOKS PRODUCTS #1818 OR ,APPROVED f r 1 4/r 3 r r „ r r „ to r r, f r � � ' ' , ' ' ' ' ' ` ALTERNATIVE) TO -BE MAINTAINED BY HOA I. W Q f r f! fr r� � „ 41 rr u � u Q W O0 in W rf rr A )14 n n _ !f N89'20' 14"W ii _ ii r ► E �— �i, — v in LLJ a f r t r ► r t a r e t a f r r r e r f r f f r ► a f r f r r Z w of H H ( to - I- m ---------------------------- ------------------ Q Ld fAA ----------------------------- -- ------ ---- -- ------- --- --- -------- ®_- — ————— _— _ _ ----_-- --- — ----- -- - o A ( N O eN 0 Don't ...Until You Coll U.S.A. Toll Free N w PLAN co 00 1-BW-227-2600 � / fK Ow location J . of bwWd utility w0s- 20 0 20 40 60 z Don't �isrurt rill s.rrics. GRAPHIC SCALE o a law U nsr�p !T- A yr�! NS'�Ot�1S ENCII ER RCFC// J DEstt ED �Y: PREPARED BY: R1VERS1dE CONTROL PROJECT NO. AT CAINMX c W IM ClTY 0.4 M Ln - • "-- PLANNIN■ ■ DKEION ■ CONMIMUCTION f E�+�,,,� TRACT 30507 I_P 0 4 40- r�ll«a Of WTT. OF "NUA ib NO V.E. t cal W MUS Nk W FT. 140M OF WT. i! 1 A. WATER DISTRICT ,— � a-oo�o OF WJWAUA NOW AID Lrtrill MIM DR. 57 DRAWN BY ZTS66 rnW ft"wrl.400 «''.� ��` ��� -� DRAWNG NO. rn � � SUN •CITY-- THORNTON, 0 r FT. NA OF TINE f1/E CM. OF 10C I�CTORY. V. J ■ ■ ■ cAUFOtu�AwMl4as W; REC FOR APPROVAL BY- OVED BY. _ ib F T. OW OF �A ft 9 FT. SA Of DAIS DRA1M : C O N N U LT 1 N© W*70ADU • FAX SBWMTZN • ww#WWJ=M l yi �� � AVENUE - STORM DRAIN 4—8 4 2 / r AE EAIY C70R OF i ir"f. ROQ( 1rMlt t, 3 # *FT. 3/'W OF A rawQ ho��-f. AMAY 2005 •} C '. �f t�rt� �` SHEET No. r�tAllTro t ! 1 loERlMuc. a�EacEo BY.. 4, V.4s;6L C� •�� S ` o c►��' DATE: DATE: e How. D un Ai•PR. DALE AMOR. DATE M.T. VECTOR A. EUA R.E. NO. 64803 E)V: 6-30-07 FR{Ibl STA. 30+50 TO 34+50 OF 18 35+00 6 36+00 INFORMATIONAL NOTE I ALL X-SECTIONS TAKEN NOTE: APRON SHALL BE 6" CONCRETE LOOKING DO�ISTREAM I WITH 14 BARS AT 18" 100-YEAR WSEL OC WITH 2:1 SIDE SLOPES P/L PER PLANWEW 3' TYP 1 .0' MIN PROTECT IN PLACE \ \�5 . N EX T. SUN MEADOWS WALL 4 FUTURE TR. 30507 WALL 1.5 MIN BOX CL / \ 0.5' 14330 14.30 13.5' 1 1 .5' 2 (TYP.) OF TO PER 25' SD EASEMEN TO RCFCD PROFILE 1 X MIN 1 MIN CONCRETE GRATED CATCH BASIN ui \ a - - - \ nCONCRETE APRON DETAIL - \ ..� N.T.S. 1420 1420 \ _ NOTE: APRON SHALL BE 6" CONCRETE 8.75' 0 8' 0 . 6.75' / WITH4 BARS AT 18" 100-YEAR WSEL OC WITH 2:1 SIDE SLOPES s 979 41 `D _ _ MATCH EXIST. 8' TYP 0.5' MIN GRADE I I LAN In IL EX. GROUND _ i •�. ff � SECTION AT STA . 35+00 '� ` 2' (TYP.) ' 1435.D TYPICAL FROM STA 34+50.00 TO 36+25.00 NOTE CONSTRUCT SLOTS ON BOTH 1433.5 _ 10 0 10 LONG SIDES OF INLET 1410 1410 CONCRETE DROP INLET nCONCRETE APRON DETAIL PROFILE SCALE _.� N.T.S. 11ERT. 1" = 4' HORIZ. 1" = 2D' Ld ff 15M 0 300 mm (•4 0 12• NOTES , J_ H• I I ( 330-C-23 (560-C-3250) CONCRETE �' 0�0 , ( L/2 (TYP.) 1 EXCO CONCRETE PERCENT. IS REQUIRED WHERE THE CHANGE IN GRADE cq N 25 mm (1•) (TYP.) 2. FOR CURVE JOINTS (SEE DETAIL B. SHEET I) Li :•.. :. .--. .� � � I I I � � �\ ,..:.:;:: ,...:. ,•.•;•-�.:y IF THE EXTREME ENDS OF THE PIPE LEAVE a CLEAR SPACE Z U 1 THAT IS GREATER THAN 25 mm 01. -BUT IS LESS THAN 75 mm((3") X J TRACT 30507 .. I � A CONCRETE COVER IS REQuiREO IN ACCORDANCE WITH SUBSECTION " 1 -4 m (' 306-1.2.4 OF THE SSPWC. 0 I, I § ` J 0 L T IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE Ld Z ( I ' THAT IS EQUAL TO OR GREATER THAN 75 mm (3"). BUT LESS THAN W ( 30o mm t12.1 Sao + p2•) too mm (4•) X � �•-1 � 1--1 � { I 1 ( ' � 150 mm (6'). A CONCRETE COLLAR t5 REQUIRED. IF THE CLEAR W F- r••1 H I NEW OR ( _ g� 450 mm (18') 300 mm (121 125 mm (5•) SPACE IS 150 mm (61 OR GREATER. A TRANSITION STRUCTURE '"' I I ( EXIST. PIPE •�- t IS REQUIRED. - - - 1.- 1--1 - M-1-`-1 600 mm (24•) 300 mm (12 t50 mm t6•) ~' W >_ - X v FLOW p NFM,O 750 mm (30•) 450 mm t18•) 175 mm (7•) 3. CONCRETE 'COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON (*) °! THE MAIN LINE. O T\ 900 mm (36•) 450 mm 01111 225 mm (9•) _ > ~ ; x �r��AE 1050 - (421 450 n (1 1 225 mm (9`1 4. CONNECTOR PIPES J W '•'� w A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINEd WITH A W 2 i200 mm t4d' 450 mm ti8') 250 mf1 (10') O � I I c� •r:::=:.:., <A CONCRETE COLLAR, L AND T SHALL 8E THOSE, OF THE LARGER W I I ( ( I i- f' ```r•. 1425 mm (57•) 450 mm (18•) 250 mm (10•) PIPE. 0=Dt OR D2. WHICHEVER IS GREATER. t;� B. WHEN di IS EQUAL TO OR LESS THAN 02. JOIN INVERTS AND Q ( I500 mm (60' 525 mm t2t•} 275 mm (tf•i WHEN Di IS GREATER THAN D2. JOIN SOFFITS. \ !'l 1650 mm l66' 525 mm (21•) 275 mm 01•) 15M 0 300 mm 5. FOR PIPE LARGER THAN 1800 rrinn.(72') SPECIAL COLLAR DETAILS _ ['] ,} t04 0 12•) ISoa mm (72•) 600 mm t2a� 30o mm u2') ARE REQUIRED. .KT�J t r \ -� 0+t(�ir V }tom t SEE NOTE) CIRCULAR TIES. . 6. FOR-PIPE SIZE NOT LISTED USE NEXT SIZE LARGER. i Jri r 110'� r I ( I 7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE 150 mm t r ;; t ► I j 0 6"} MIN, 8. WHERE REINFORCING IS.REOUIRED THE DIAMETER OF THE CIRCULAR +r N tr , ►� I f I r TIES SHALL BE D+(2X WALL THICKNESS) +-T. r < /Lj <&�9 9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS CUTW GREATER THAN 525 mm (21") AND ON ALL PIPES WHERE THE SPACES NO. 2 CUT NO. t �'F ` I BETWEEN THE EXTREME OUTER ENDS IS 75,mm t3") -OR LARGER. N89 20 14 r 1 uj I LINE , t'�� 4 .00'i r I ~ --- - - --- -- c -- -- PIPE DIAMETER NO. OF -( *' CIRCULAR TIES W � CIRCULAR TIES r t r I r t I � � I _ CUT � � . 525 mm (21•) OR LESS 3 � •: •. •. 600 mm (24") TO 750 mm (30") 3 � LINE 1 _ 825 mm (33") TO 1425 inm (57") 4 Vr L� = 1500 mm (60•) TO 1800 mm (72") 5 h HOMES I --( m 6) mil CUT No. 2 WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (31. THE N E NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAINTAIN AN LO "* cc \ ( I 3.14 (00-0) APPROXIMATE SPACING OF 150 mm (6•) O.C. � + i ■ . INTERIOR SURFACE r DETAIL A (SEE NOTE 10) OF PIPE IO. WHERE THE PIPE IS 525 mm (21') OR LESS IN DIAMETER AN INTERIOR • FORM OF UNSEALED SONO-TUBE OR EQUAL SHALL BE USED TO SOHO-TUAE. OR EOUAL. INTERIOR FORM cp PROVIDE A SMOOTH INTERIOR JOINT. THE'PAPER FORM MAY 8E LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24•) rriCUT IIO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE TRANS- " OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR THE Q DETAIL B INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND 9�6C � I � f VERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH SECTIONS W TOCETHER.FORMING THE DEFLECTION ANGLE A. TYPICAL JOINT FOR CUT No. 2: SAW THE TUBE LONGITUOINALLY REMOVING A STRIP NEATLY POINTED. # I I I 3.14 (00-0 1 W(OE ON THE SIDE OPPOSITE.THE OPEN JOINT. REINFORCED CONCRETE PIPE II• DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS T TI NOTES I BEND � ENDS Of THE CUT TOGETHER AND INSgRT THE ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL TUBE IN THE PIPE. VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT o Puw REINFORCING BAR SIZES IN ENPLISH UNITS MAY BE SUBSTITUTED FOR METQ 04 CONSTRUCT 8'w X 6'H CAST-IN-PLACE OR PRECAST REINFORCED FOR RCO CONSTIC BAR RUCTION ON SHALL BEES. IF HENGLISH UNITS.UNITS ARE ED. ALL VALUES USED 0 CONCRETE BOX CU-:VERT PER CALTRANS STD D80 (SEE SHEET 18) . Ah*JWCAN�t.IC Woks ASSOMnON-SOUTHERN CALIFORNIA CHAPTER - V) Don't D4..Untl You CoN U.S.A. Td( Free » ST�NOAM� AMERMAN PtIeLIC MIIp1pCS ASSOC1/1TION-SOUTMERN CALW<**"CHAPTER srANorwi,�PLMt a�0 Q INSTALL 6 P P.V.C.v.C. .,,�,� .,,� ,,""»,� CONCRETE COLLAR FOR RCP. 2 1-aOG-227-2600 - "°° 3W m'n 12* TlHFKX GH IOW mm 380 -. CONCRETE COLLAR FOR RCP 380 -.9 t« M,. L�.««t CONSTRUCT Jt�ICT I ON STRUCTURENO 3, CASE 3, PER """•• uec wim OlAli mm SPIWWAMOM I=PUWX WOMCs C011i<TWXnON si�T t of z " '' `"`wtuy RCFC k wC0 STD. DWG. JS 228 GeV.a�2s/ss) 300 mm 12 THROUGH 10 mm 2" SHr2OFz o i 0 z . 20 0 20 40 60 Q � INSTALL 180 X 18m CONCRETE BOX INLET w/ TRAFF I C vi1M iMI1rMCN. _ RATED STEEL GRATE (BROOKS PRODUCTS #1818 OR 1 COI�ICR�TE COLLAR �w sop" --- vw m GRAPH I C SCALE ALTERNATIVE) TO BE MAINTAINED BY HOA. N.T.S. p 0 ��y�� P&MU ors RCFC/WM DES MM BY: PREPARED BY: Eu�, NV o0o CONTROL TRACT 7 - I P040040PROJECT NO. Al �iA}�MMX M SUM CM 0.4. MS rwANNIms ■ LESION E Coma TRUCTIOM T OR N TON 4-0-00307 + dr (rrr. aF IOTA 90 ADD V.E. t co amm ma Im as " Qr off [WAYM BY: � ►ate �► '• ,� rMATpt DISTRICT SUN CITY H aRAwrNc No. OF 1►A RW10 NO OR. 57 FT. "A or 11NE M14 1m w Im RCC70". V.E. . . , 2>sis rant R..a Bi1Y 400 �. D FOR APPROVAL VED BY: 'a FT QF �A ft 7 ". SA cr DAME DRAWN C©N NI U LTI N® '61674Ao4 . ,. �. „ _ R• AVENUE . STORM D R A�N - IiL..�1 '� 4-8 42 Lcl Pl I " or A 0 P= -L MAY 2005 'rig �l v 0. / SHEET NO. o callow" ow alift ! ASK. 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INFORMATIONAL NOTE ur I ALL X-SECTIONS TAKEN Li D LOOKING DOWNSTREAM { 1435 1440 rVOLIM It 10 wLn 1430 , 1435 R% E LY 94' a i 44' S0' too ' IELP 12' 32' (WFERE CURB EXISTS) 32' (PROPOSED) 18' 6' 6' 8" CURB 8" CURB 5' 13' 1425 -100 1430 k GUTTER VARIES 8 TC=q-0. 17 k GUTTER 12'-16' >� TO EP iff - % 2% 22 2% - 1�1 7' 10' 8' 7' 6' 5' 3' 8' 10' 1420 1425 lei c� �, O 3 3 1, U' p _ = V) = to N N N � 00 LAM O 190— f� 1Q 'Kit F- - s � oo lL 1415 1420 + + SECTION AT STA . 11 +50 PROFILE SCALE TYPICAL FROM STA 10+94.00 TO 13+50.00 1410 20- 1415 f- A4.96 ' TRANSITION STRUCTURE 17.50 LF 60"W x 42"H RCB 0 5.02' TRANSITION STRUCTURE 8.00 LF 48" RCP 1500D 1, CONSTRUCTION NOTES Z J PROPOSED TRACT 30507 " A = 30'00'00" O CONSTRUCT 24 RCP, D-LOAD PER PROFILE d- B — L I NE E (R TD) ,� 15 CONSTRUCT TRANSITION STRUCTURE NO. 1 PER RCFC & WCD 7+52.67 MH C - 10.90 _ . _ STD. PLAN TS301 , ANGLE OF DIVERGENCE OR CONVERGENCE + 2 = 30" (SEE SHEE 13) SHALL NOT EXCEED 5°45' , (MODIFIED TO INCLUDE PIPE .JUNCTION AND MANHOLE PER RCFC k WCD STD. PLAN MH254 PO li 1111 ELEV. R=1421 .56 AT LINE C) . 21 ATP'l CAT CAT — CAT T AT CATS--CAT CAT CAT --i _ CAT C T CAT — —T — —T — —T— — —T— — — —T— — T— —T— — —T— T— — —T— — —T— — L—T— — —T — T— — — — T — O 16 CONSTRUCT MANHOLE NO. 4 PER RCFC k WCD STD PLAN MH254. 4 O 18 CONSTRUCT JUNCTION STRUCTURE NO. 4, CASE 2, PER RCFC 39 � & WCD STD. PLAN JS229 . O A �f-,P,5 0o -' ° t+ 24 CONSTRUCT 48" RCP, D-LOAD PER PROFILE. F p— — — — — —F — — — —F❑— — —F❑— — —F❑— — —F❑— — —F p— „ �F❑— — —F p— — F p— — —F❑— — —F❑— —F❑— � � 28 CONSTRUCT MODIFIED 60 w x 42 H .CAST-IN-PLACE 10+38.88 MH •� O LD S— — —S 5 — — S— — S— — —S— — —S— — —S— — —�- — —S— — — — —S— — — — -- —S— — — —S— — —S RE I NFOR( D CONCRETE BOX CULVERT PER CALTRANS STD D80. �i _ Q (USE 5'Wx4'H STANDARDS) 4 + + W 29 CONSTRUCT MANHOLE NO. 3 PER RCFC WCD STD PLAN MH253. 24 — — — - - - - - - - - - - - - - - - — — — mm w — — — �--- — — --------------------- --� --- ----+-- IL ------- — 1 — — ---� _� o I f Q LINE DATA TABLE 3 3 _ 3 - — -- 3 ��— 3 3 3 — �' R 3 � � M z DELTA BRG RADIUS LENGTH REMARK Li w m Q z -- 81 . LI D Z g cU o rf a 4 L I D---- -------------- o _ ,_ __ ----- -- __ 244. LINE D > -------- ® o x �' cn °D �� cn , 11 4 OO w -- LAT 51 o J N Li. O I M OOw 0 X C5 II 19 It Don't D+q...Until You S.A. Toll. Free ao 1-11 1-800- -2600 > for Ow 1wm1ien i .f btriN 2 0' 0 20' o/ vlirifr On". . .,, i Z YID fNMIC1'i. 0 iniiiiii DESKWD BY. PREPARED BY: PROJECT NO. cD REV1SKM Elw IGNI R RCFC/1MG0 RIVERSIDE OD CONTROL COUNTY OF RIVERSIDE AT CA1Np.IC K2+A;AIt�i M !iN C21Y 0.t Y1N.ES PIJ►NNIN■ ■ ocsl■►n ■ cnM■fleueTlonl FESSI�i TRANSPORTATION DEPARTMENT � MM tart Off. of Mi1N�YA 1� AID TRACT 30507 - IP 040040. 00 tmmy mus ow 304 FL "am CIF INT. V.E. ��+ ��1 A' �( ! WATER DISTRICT APPROVED BY: !! !! 4-0-00307 p OF META MWO AND LAM t 0R. S7 DRAWN BY: 2R "Yna MrA%ft 490 M. � QRAWIN N0. > . NA w . OF V.E. C�uFOnw�,lamas LINE D RE D FOR APPROVAL B . VED BY: 46 FT. to r�1, T FT. Sf E OF C O N S U LT1 N O 96u7SAW • FAX.96ttM 2Q ■ wI_.tI Fo mq '� �'k * hp f Y OWL 0i 6 FT. tOM 2 DATE DRAWN: * y.aa►a � I" ` " Z 'els � & 4—H 4 2 liE EAR MfiAtl. mum FT � OF A Pt7r11E�t P'w --E. MAY 2005 _ �r e/ll� �� � / KH A. O DATE: SHEET NO. o KY A WAU OW'!i 1w taF A CHECKED BY: •T• O 'lE K CI►1�� DATE: ?lT `OS DATE: .os LAT »D— » j conc m Pw LEVEL VIM 1W !DENALNC. � /� 1 Q IEF. DEsaw" APPR. DATE APPR. DATE M.T. VICTOR A. EUA R.E. 140. 64803 EXP: 6-30-07 RE BOYLE ENG. 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•. -- - - Sam db WE w 6ON NOW Ll Wmonool .74 WE VIA r_ Nd • .. .i • ' • • e r : _ e e e i �. / r • • .. i MWAI mmi (T )/4•� NOTES: ♦s /4 THAT AM V T�� I Iam K 2sou a/4� 14 sli MAC 1. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT BE NU r. PECII TNREAOa TO low75 „r I � as .. NOTES: - 3a wiw (3 1/2') SHAPED BY PLASTERING. « I h t3'1 a �A p I/2') I. ALL PARTS SHALL BE STEEL. EXCEPT THAT END SPACERS MAY BE CAST IRON. 2. TWO GRATINGS ARE REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLANS. A33 -3 ') tF . 0 ^- 2. ALL PARTS SHALL BE GALVANIZED AFTER FABRICATION, EXCEPT THAT GRATINSS SHALL BE LOCATI011 TIE 3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL 6. „ ASSEMBLED AFTER COMPONENT PARTS ARE GALVANIZED. 7S w•w AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM. SLOPE FLOOR FROM ALL DIRECTIONS \ 113•10 TO THE OUTLET. ®� 3. ALL DIMENSIONS ARE FINISHED DIMENSIONS AND INCLUDE GALVANIZING. _- 4. DIMENSIONS: 4. ALL BOLT HOLES SHALL BE 16 mm(5/09 DIAMETER. V = 1.0 WINS'-6'l �- S. ALL THREADS SHALL BE NATIONAL COARSE SERIES(NC). IL V 1 THE DEPTH AT THE INVERT OF THE INLET. NOTED ON THE PROJECT PLANS. X `� 6. CENTER SUPPORT ASSEMBLY REOUIRED WHEN TWO OR MORE GRATINGS ARE 'SPECIFIED ON ^ CONNECTOR P OR W 1306 msi(4'-3 1/21 FOR TWO GRATINGS: ADO 660 ••w(2'-21) FOR EACH ADDITIONAL - I �eIPTNNNAL akINRAMIE. BASIN CONNECTMIN GRATING. x P L s 1426 w4ii i4•i FOR CURB OPENING CATCH BASIN WITH GRATINS(S) AND DEBRIS I s ( SECTION A-A A THE ANGLE. IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE SKIMMER(STANDARO PLAN 301). I AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. N "o I I CUT Also wElo WNFACE FLOW LINE E L = 104 wwA441) FOR CURB OPENING CATCH BASIN WITH GRATIN6(SI(STANDAR0 AMC INMN�TD MAINTAIN FN*8HED "WACE S. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- PLAN 342). NMSNN6dG>IN ACE S O/4*0 FIED THE WHE THE CONNECTOR PIPE SHALL SHOWN ABE T AED AT THE CORNER. THE CENTER NE Of THM END Of £THE SHALL J� L = 944 awr(3i•) FOR CURlf10E GRATING CATCH BASIN (STANDARD PLAN 303). Old I INTERSECT THE INSIDE CORNER Of THE BASIN. THE PIPE MAY SE CUT AND TRIMMED AT A SKEW NECESSARY TO INSURE MINIMUM 00 wwI(3•)�PIPE EMBEDMENT. ALL AROUND. WITHIN THE L = 914 mm i•) FOR GRATING CATCH BASIN-ALLEY(LONGITUDINALMSTAMDAtRD CATCH BASIN WALL. AND 75 wwd3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE. ALL ALL 4 PLAN 304). LA - WW� FLOWN AROUND. ADJACENT TO PIPE ENDS. A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED s w. 64 �* (3AS*) * (2 1/th t�SNN •w1�1t wMuli ��ww � M TO JOIN THE CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE 'A' IS LESS THAN 70 � Las w.�7s .�Ic► .,w.lo2s �.�crn.) 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL ( /+IR , DEGREES Oft GREATER THAN NO DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED A (L3 In'=3•a3n•=40 3/"TY►.) VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE WiA � [ACN IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE PLAN WITH TS A a/D a Of SIN BE ENGLISH UNITS.VALUES. ENGLISH LOUTS ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- TING STANDARD LENGTHS OF PIPE. �► ' A. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. I 'f SECTION A-A �• THEY SHALL BE LOCATED ON THE OPPOSITE WALL. STEPS SHALL BE SPACED 300 mWIY) APART. .. THE TOP STEP SHALL BE 175 wwA7') BELOW THE TOP OF THE GRATING AND PROJECT 65 wrw _ "•' ��R��o�R (3/4 OFT (2-1/2'). ALL OTHER STEPS SHALL PROJECT 130 wwd5'l. �ACGtf E13 3/4•N(rna 7. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: ----'- ------� 306 MONOLITHIC CATCH BASIN CONNECTION oPTIgML SkIi�RABE 341 CATCH BASIN REINFORCEMENT � 1 � wr STANDARD 13 mm{I/ •) PIPE 311 FRAME AND ABATING FOR CATCH BASINS � � 7 ,w SECTION g-6 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP (34- s►A�cRs 1 N iSPACERS STRUCTURAL DATA V SECTION B-B •. DIMENSIONS SHOWN ON�THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL C M !s ,�„� •• WALL AND SLAB DIMEI4)00 AND VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE h _ 3 t.3/4•f REINFORCE�NT REOUIREMENTS METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED 16 wr• _� FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION (S/a') No. Of MAX REINFOIECf#ENT SHALL BE ENGLISH LINTS. 0 GRA"m V I FOR ~ EE WNYls AM SLASS 1.2 HHHHHHHHHHN 2.4 NOT K*L4 O C RE ) wwd0') P� s 4') h Ii�w ivra �l/r R (rna EE4 w` l :o. :u �T -�- END SPACERS 4 wwNOy t1 �� .) NOT WOU#NW A« 4 OWAM MIINIl'�B.1 . R®oulRo L ELEVATION CENTER SUPPORT ASSEMBLY SECTION C-C t° Q A " AMOCMTpN-SOU 1 CAL!'OIIIM ClMPTlR PAEMCM PUSIJC W�ORICS ASSWATM-SOUTHM CALIFOPUM CNAPTER G"TM CATCH BAS�i --ALLEY ST '""N �PUMM VIIii ASSOCIATK>MI-SOUT 901 CPJ-WC UM CHAPTER ST PLAA FRAME AND GRATING FOR ST Ii P��.�c V101IMs ASSOCIATM-SOUTHM CPLW*F IA CH#Jr R STPJIDOM PLAN Li 305 - Z GRATING CATCH BASIN — ALLEY (TRANSVERSE) 305 - 2METRIC ONWICF2 ) SHEET 2OF2 °""'�,� CATCH BASINS 311 - 2 FRAME AND GRATING FOR CATCH BASINS �11 - 2 SHEET 1 OF 2 SHOT 2 OF 2 IME rMrr1 sTANoruRo IiF'EdFNCATIONa PO(R PINRN.IC WOwlcs CXIIIiTlM1CTION � = o PROTECT E EXISTING STOCKPILE < � � PROPOSED TRACT 30507 W� w i FOR BACKFILL PER ,� v� I _z `. 00 ILL EX I SOILS REPORT cr S li Li J W " I 11 w J (n (n > EARTHEN I I- >- >- p N W ►-• N .- \ ® w I W J Z U I CON T ON FENCE I- I- p p I a ( ,3� o � L f- o owl Ulm w N Z 2 W v a � c� I I I a J Q I PL - W � < •r � > y�I wtn2�5 ^ wa a � o o� = a 3 - a < w nc (n J PE I a - > ► , (� >- ((�� a cn (>_ = LL v 3 _ < I I , w w U w > t o J 3 w Z I� M M J O p M I I I III- w a U € I I U - to CL (n to (n ~ W 1- Z W to w cn cn In N ~ W i � , .� �. �, .� _j cn cn ~ Q to I x � x N x � x �-+ = xz < � x — x to —= x — w Z >< x � OD I I W W w J w H O of C� w Q_ x W W xt0 W x I r x - w � ' O -'- , to p I- N �--+ W U W 17 W m 3 I I W ~ p (n W ; O _ RELOCATE TELE & CATV I- I- F- (n I- �- N t-- a. z W z �' ; ,c� < H- � AS NECESSARY FOR C.B. c) L) 0 < c) c) I U w z w w < ( � I x w f3 •- c� I , \% W W W0 w � Ww WLY {)F L I C �- �- w �- w �- W a o z w N ar, >b I I f- M1IL c� '' LL .., w wI O o c� o END RE NSTRUCTION FENCE _ < 3 , i I EX I ST i MST T EXISTING EDGE OF PAVEMENT ( .) �---- ---------- --- £ (j CATN CAT CAT��' CAT C T CAT AT ��' A T IT I C T - - - - - - - - - - - - T T— - -T— - -T— - -T— — - -T T— — — - - — T— —T- - - - - - -T- - - - - -T- - - - T— —1 T— - In 1 i i i �---� -•ir.--—fir- 'G� � —G— — —G— — ---G— —G— — — — �-G— — — - -=�- .- �- — 5 ---„-- — — —G�,, u+- —G —G— — —G— — —G— — —G — —G— F❑- - -F — — — = —F❑= - -FQ- - -F❑- - - — - - Q— —FQ — FQ - -F❑ - -F❑ F❑— F❑ F❑ FO- - F❑ —F❑+ - - _—F — � - - F❑- - - - -S- - -S- - -S- - OD - - - - - - -5- - -$- - —5- - -$� — S —S — S- - - --i��r S— - - - — —S - -S- - S- - -S- -� —$— w $..—� - - D , , EX I ST I STRE JtCT I ON • S - pg- EX EDGE OF PAVE (TYP.) ° z —w_ —w— - - - -w- - -w- - - — -- — w = _�� ------- --- - -- - - - - T — —1 --- _ — _ --- - ------------- — — — Z _. 3 � ------------= RELOCATE TE do T. >--- , -- - REMOVE EXIST. :PIPE REP E BERM AS NECE SARY FOR INL �� XiSt__ - �, - - ---_£'_-? EX T. 12" RCP �. •� r.M s.A. Fh.. CAIITiON: NG ER POLES (WP. vr-": ;� OVERHEAD ELEC LINES OUTLETS PROTECT XIST. 6" st�I-AP INLET I— 227-26W TECT EXISTING THE S (TYP.) PROTECT EXI I T BASIN � 3 + I a PROTECT E MST. 1Z PVC WATER PER D-6264 PROTECT EXIST. 24" CMP flRE# EC CIII� D-6264 �o - --- --- , ,�._-- PROTECT EXIST. GAS LINE TECT I PT. -10" :SE PER D-6264 1 PRIED B'Y: ►'- R 01111111111111111.1It �1Ev1�0�S - sst !' t�E tXril�t c�0N7Rm COUNTY OF RIVERSIDE DINGY NO. aj - V'E .wA«rwH»s • N!!�!!N ■ t 1IRANSPORTAT1ON DEPARTMENT TRACT 3 0 5�0 7 l P 040040 a lMI ' M31T 4-0-0�307 40 « + ' , RE FaR SY: DETAIL SHEET 8t � NO. ► am v +art VE !7l1R h4-842 Frium mm 0* No . PyH(1R7l.O • .wlilli ••. A 0 DAME: PLAN► * It"s III"Y ��� , �� DEMOLITIONLA i� S# ET 1�. 1""/ .. •7.O �r c�►•�'� DACE: � DA1E: -�► SUN CITY- TFfORIdTON AVENUE W. RF mi EN6. ► __ 17 OF 18 L MIM =7 71 UAW"w"ffIn"KNIF MIN"ff mm"MU41" � � � . ;°,� --`�� gWERAL NOTES [ [ [ [�CS�"! ['![ [��t7C�t'�Fi''! [� �7r3' '11�7t7R �it'!n11�C�t7 [ i [3►' 1�i� " �71G�'1� �'! 1■CL"�"]!�[��t'`�[�C�,.'��.7ilCat!®G�7���'1���3i7[��1��7�����E��7�`'1�1E30Q�1![� [3E7�C7[�� i.. . ever 1.`1 ©�E WN�..!'tI� .11UA t3VtlU.-IUAftl91UriIMR[A92VAg. *A4I Awl(YAEY��L�`AUAUAr7*1 NollGItl�myIMIM��i1IMWEff1 �F� a �. • or 9L lftSX with 20, Aiternativess �.. /c�sc�rnr�rt.:/d��rrr� �ar� r �'+� � rtr�/r��+�/r���r��� -a.•j,®� « `..`.7 i S r I M� ,.-i J m u rm R♦..-.J��...Zi/�1J1►7���V.�J.�® ®��C 1.1"J i �...r,iJ �r[M i�.�.a..�M�.�►•�/M, �. B lZ...3.J—.M E0 C" sT -r r. ��►c. ,�. �- CL��O©[i��� ][ t�0� 0 [ Q�i ' ®Q��Qt1� 7 ]�1Ci3�� 7�t ]E �� Ends of culvert wN be rounded unle" sped «. DnG KZF2 FlI � may be different for bftt and outlet onde: 1 ' F� O�© In Ull i v "� I� t` r ' t.'� t'� �11� `�'/��� i� �t i �,'i CSJ t.'ai r,-� 1� a '� t.'���'��,"� ,' �..'� i� 4 a " f��",V ��:�z� r�•� .. �--�r�r :��r;: n lwoqqmwt�nc�;��� :� t�rEs� t��r�. � G� r�.�� ►.� �AUlUZA�anf�r.'a�� �� � �a� r :� mist _ notches. � � � :---..►.�rri��»n�ncicfia���UA .�n ��:�r�� r .����rt� t� ����r �m��.� :�� ' �jaj ff �� t�c , r� � MEJ A ff TO ff TR ff 709TE«919F910U.31M AE'Y 7"" A"""M"Q1t, for curved culverts. rodkL When rodkk-o'eln, arch of the "e, ",r*and I bars to measured dong " box standwd = ore not to be used for culverts � tr►�i.".J` �1r11f1aL �I. i��a1J � ��iJr'�a■ ® �L. .l� �[.� �.�.1i �!`I� �4fa�L7LYJ 3 • ., . .. ._ .i i.l w i._x .pia T,Ca J a��i r LT-1 a.I� �j 1 t`�►a J.lr,'J t'�r►'1 �.1ri/l i�t'J h id.', `Yi�[7 t i�l i.�.� �.1.1�1 L.�J lJi'J li�L'J i�J L i�J LY J L lr�l J�14�.`�i.,�11�111 l i '! L Y'J a , S=Vr "'�'�" .� -. "' t�l: l�t1C 3 C �f1��7 C�7�h7C�7�7tl EJ7� ilE':� I [�l � l ] I", ' 7[ 7 .►.� E ►7ftJCCJ Ei [�[ 1E' D[ or . , . ond Is~ai cement for the standard "ftublm box s WOW Jt . . " Pr • span s - • :. truction r. � f � � • a f�aB co nstruction . wapet and SP066 to 1 ♦ • s N 1 ♦ • •: a a Coww aft Remove parapet % I Lot 1 0—New constnxtIlan Remove conwete paraW to parapet. and wke to oxl*tkv 3 ♦ ♦ • . i • • • • • • • 1 • • • • • • C a mar i M r♦ « • • 1 ♦ a •• • i • f • • • • • •' f • �' r 1 brat brotudkW robar 1 1 i 1 !" + O' 11711 • # , + • + lw 1► s • i • • W ,.,1.1 ` • ll of bur" • • Waft bom SUN CITY THORNTON AVENUE STORM. DRAIN Is l 3 i •� •• E z s a • #f a + - v