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938-NN -TR30554 1/23/2006 Landscape Production Plans, Street Light Evans Ct,Corson Ave Rough Gradi* ng Plans NEWPORT RD General NOtes : 1. ALL GRADING SHALL CONFORM TO THE 1997 UNIFORM BUILDING CODE, APPENDIX CHAPTER 33, AND THE GRADING ORDINANCE NO. FOR Q Q W p O L1_ 4 OF THE COUNTY OF RIVERSIDE AND THE RECOMMENDATIONS OF THE SOILS REPORT PREPARED BY GEO SOILS DATED FEBRUARY 5, � � � 2004. O Cl)2. MAXIMUM CUT AND FILL SLOPES = 2:1. TRACT NO. Q LLJJ Q Z 3. PROVIDE 5 WIDE BY I' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. W pQ O 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS �O<<qN COUNTY ® F RIVERSIDE, C,4LlF® RN�,�, °CBEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. D F? m 0W 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. 215 6. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. Legal Description CORSON AVE. 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT BY GEO PARCEL 4 OF PARCEL MAP NO. 6088 AND THE SE 1/4 OF THE NW 1/4 INLET D1 SOILS, DATED FEBRUARY 5, 2004. TWO (2) SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND OF SECTION 9, T6S, R3W OF THE SAN BERNARDINO BASE & MERIDIAN, Q1o=0.74 TRACT NO. 30084 I SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE EXCEPT THE N 1/2 OF THE N 1/2 OF SAID SE 1/4 OF THE NW 1/4. Q1o0=1.30 SECONDARY ACCESS SITE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ALL IN RIVERSIDE COUNTY, CALIFORNIA. AREA = 35.5 ACRES. CORSON AVE. j 8. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. p 2 CRAIG AVE. 9. NO FILL SHALL BE PLACED OTHER DELETERIOUS MATERIALS. ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND PM PARCEL 2 10 8o a PARCEL 3 13 �,1SH 9 6//27 PARCEL 1 Benchmark PARCEL MAP 6088 C PM 6088 POND PM 11588 10. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER � \ 6 OUTFALL GARBAN I ROAD TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NUMBER 457 PRIOR TO FINAL GRADING BENCHMARK 600-23-68 (RIVERSIDE COUNTY DESIGNATION). LOCATED 14 _ INSPECTION. FROM THE INTERSECTION OF MURRIETA RD. AND GARBONI RD. 0.35 MILES z INL 2 Q1oo 14. 0 EAST ON GARBONI RD, 241' SOUTH OF THE ENTRANCE TO MENIFEE - - � 15 10 1117.15"' 5 (PLUS 30.6 11. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. SCHOOL, ' WESN TOPAOROKANDCONCRETE POSTE SCHOOL BELL MONUMENT. 100 19. 1 POND 13 PASSTHRU FROM VICINITY MAP 12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. TR 30064) NOT TO SCALE ELEV.- 1519.997 (NGVD 29 DATUM) 24 23 22 21I 0= A 4 N PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING I Q o= INLET J 1 OPERATIONS. PARCEL 4 r = •00 3 Q1o=1.28 SECTION 9, TOWNSHIP 6S, RANGE 3W OF THE SAN BERNARDINO 13. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE PER PM 78/97 TRACT BOUNDARY VELIA COURT Q100=1.99 BASE & MERIDIAN, RIVERSIDE COUNTY, CALIFORNIA SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH Site TBM PARCEL MAP 14239 2 PARCEL 1 RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 29 PM 15811 SET 1 1/4 IP UP 0.1 FEET W/HUB & TACK (INSIDE PIPE) 25 26 27 26 REMAINDER PARCEL 1 14. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISH PAD. ON PROPOSED LOT 23, APPROXIMATELY 50' SOUTH OF EXISTING HOUSE (OPEN SPACE) 30 0 ELEVATION = 1498.24 O BRIARA 45 44 15. BOTH CUT AND FILL OPERATIONS ARE REQUIRED ON THIS SITE, THEREFORE NO FOUNDATION SHALL REST ON BOTH CUT AND FILL 31 0 ROAD / . SURFACES, BUT SUCH PADS SHALL BE GRADED TO THE SATISFACTION OF THE SOILS REPORT AND THE SOILS ENGINEER ONSITE. w o POR PARCEL 4 46 43 32 16. MINIMUM DRAINAGE SWALE SLOPE SHALL BE 1�. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.3 DEEP AND BE CONSTRUCTED OF PM 7521 � 67 O POND LEGEND Source Of Existing Topography Q OUTFALL A MINIMUM OF 2' FROM THE TOP OF CUT AND FILL SLOPES. 47 � v Its'LET G333 86 z Q1o=21.5 17. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT AT LEAST 24 HOURS IN ADVANCE, REQUESTING AERIAL PHOTOGRAPHY (MAY 12, 2004) BY DENNIS JANDA, INC., MAPPING/SURVEYING POR PARCEL 4 55 / 46 Q1Q�1 85 > Q1oo=41.1 TRACT BOUNDARY FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION SERVICES, 41934 MAIN ST., # 206, TEMECULA, CA 92590. TEL. (909) 676-7720. OF PM 7521 56 ` 100=2 .9834 POND A W PARCEL 1 FOR EACH LOT. 54 40 PM 15837 49 O 35 18. PROVIDE A BROW DITCH (INTERCEPTOR DRAIN) DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG THE TOP OF CUT 57 53 50 v 3JN ET H 1 e4 - - - - - -- EXISTING CONTOUR SLOPES. • 62 81 60 59 0 - lrt Import Source POR PARCEL 4 63 56 ,, � ; Z Q1o*7.�6 83 INLET 11 EXISTING ELEVATION 19. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO TM 30040, BG#030844 OF PM 7521 t;+ = 52 51 a Qioa-13. 7 Q1o=6.14 FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT 64 ° B2 Q 100=10.26 OF FILL MATERIAL . o ADELINA DRIVE CENTER LINE 61 PARCEL 4 POR 20. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER OF PMA752211 4 65 /. j Q PM 11588 / 9 70 71 72 73 74 75 76 77 80 TO THE BUILDING AND SAFETY DEPARTMENT FOR CUT AND SLOPES OVER 30' 66 67 68 6 78 CURB AND GUTTER IN VERTICAL HEIGHT. � 79 21. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER EDGE OF PROPOSED PAVEMENT APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO THE GROUND COVER, SHALL BE PLANTED WITH - - -- -- - -CRAIG- ---AVE- NUE_ -- - ---- BY TRACT 30064 APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTERS; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW TRACT NO. 30142 RETAINING WALL PREVENTION DEVICES PER U.P.C., CHAPTER 10.R. 22. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN %" PER FOOT FOR A MINIMUM OF 3 PRIMARY ACCESS C FEET. F - CUT/FILL LINE 23. "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. INDEX MAP TOP OF SLOPE 24. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 1"=200' N CONSTRUCTION/GRADING. * 2% MINIMUM FROM TOE OF TOE OF SLOPE 25. CALL USA ALERT AT 1-800-422-4133 AT LEAST TWO DAYS PRIOR TO EXCAVATION. CUT/FILL SLOPES > 10' HIG QUANTITIES H 26. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR FILL IS LESS THAN 10', 2% IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP Q Z 1483.40TOE _ PROPOSED ELEVATION OF CUT OR FILL SLOPES. EARTHWORKS CUT FILL VARIES R VARIES P,o 27. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN RAW VOLUME 78,389 89,897 WAL 5' MIN. 5' MIN. o WALL 1 V. MIN. 1% MIN. 1,007 CERTIFICATION OF COMPLETION OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS SUBSIDENCE 0 0 �10' MIN PROPOSED GRADE "ENGINEERED GRADING". STREET CORE CUT 3092 <5,991> 3' MIN. 3' MIN.w 5' 5' 5' S' D MANHOLE SHRINKAGE 15% NA 12,586 EXTRA DEPTH X ,< 28. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING AND SAFETY DEPARTMENT WRITTEN FOOTING VARIES �.z Q zQ zQ Q z;! TRENCHING & SWALING NA NA z z_ FINISHED FLOOR MIN. MIN. MIN. MIN. CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLANS PRIOR TO REQUESTING ALONG SWALE - J HOUSE/GARAGE (�10' FOR TOTAL 81 ,481 96,492 CORNER INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INCLUDE LINE, GRADE, ELEVATION AND THE LOCATION OF �CD �� �� PROPOSED CATCH BASIN THE CUT/FILL SLOPES. -;m � �`" �`" �� m LOTS 0 C-Ij BUILDING FOOTPRINT 29. IN CASE OF EROSION CONTROL OR SWPPP EMERGENCY, CALL JOHN BOGGS, OF CORMAN LEIGH COMMUNITIES, 32823 HIGHWAY 79 NOTE: THE QUANTITIES SHOWN ABOVE ARE FOR PERMIT p a v a (PAD ELEVATION) 5 A SOUTH, TEMECULA, CA, AT (951) 453-5818 24-HR. (WDID#833J300169, DATE APPROVED BY SWRCB JAN. 23, 2003) AND/OR BONDING PURPOSES ONLY. THE GRADING a o� PAD Z A CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF o ° QUANTITIES PRIOR TO THE START OF CONSTRUCTION AND o w a ° sEE SHEET 4 PROPOSED PAVEMENT TAPER • 9 SHALL ACCOUNT FOR DISTRIBUTING ANY EXCESS MATERIAL OR 6" MIN. =Q L - - - - Private Engineers Advisories TO Contractor. SUPPLYING ANY DEFICIENCIES TO BRING SITE TO DESIGN (3" MIN. AT HP 0_�<° oC3C a z 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE PLANS ARE GRADES. L- OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT OTHER CD CD AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES w oQ SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, STREET RETAINING WALLS 3,037 FF (450 LF) CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THIS DRAWING. PAVED INTERCEPTOR DRAIN 1700 LF TYPICAL SIDEYARD SWALES TYPICAL FINAL 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE 2:1 SLOPES (INSIDE TRACT) 97,255 SF COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL 3:1 SLOPES (DETENTION PONDS) 12,315 SF (FINAL GRADING) LOT GRADING APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH 2:1 -4:1 SLOPES (OUTSIDE TRACT) 10,970 SF NTS r NTS THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, NOR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. OWNER ENGINEER SOILS ENGINEER UTILITIES MOSAIC 85 INVESTORS, LLC. F. J. SPOOR & ASSOCIATES, INC. GEOSOILS, INC. EASTERN MUNICIPAL WATER DISTRICT VERIZON SO. CAL. EDISON COMPANY SO. CAL. GAS COMPANY Notice 32823 HIGHWAY 79 SOUTH 4885 W. 92ND PLACE 26590 MADISON AVE. 2270 TRUMBLE RD. 150 SOUTH JUANITA 26100 MENIFEE ROAD 25200 TRUMBLE ROAD TEMECULA, CA 92592 WESTMINSTER, CO 80031 MURRIETA, CA 92562 PERRIS, CA 92572-8300 HEMET, CA 92543 ROMOLAND, CA 92585 ROMOLAND, CA 92585 BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL TEL. (951) 296-5070 TEL (720) 540-7324 TEL. (951) 677-9301 TEL. (951) 928-3777 TEL. (909) 925-6253 TEL. (909) 928-8290 TEL. (909) 335-3994 CAREFULLY CHECK AND VERIFY ALL CONDITIONS, QUANTITIES, DIMENSIONS, AND GRADING ELEVATIONS, AND SHALL REPORT ALL DISCREPENCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. REVISIONS: DESIGNER: FJS T Disclaimer �o PROFESS/pNq� F. J . SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE ROUGH GRADING PLAN DRAFTER: FJS THESE PLANS ARE FOR AGENCY REVIEW AND ARE NOT TO BE USED FOR �VG� c- FREDERICK J. SPOOR APPROVED BY: CHECKED: FJS CONSTRUCTION UNTIL APPROVED BY THE GOVERNING AGENCIES. w m Engineering/Laced Development Consultants � No. 41654 � TRACT NO. 30554 4 Exp. 12-31-2007 COUNTY ENGINEER STq CIVIL �P 4885 W. 92nd Place (720)540-7324 COVER SHEET SHT 1 of 5 SHTS. of Ca��F° Westminster, CO 80031-631 4 Fax (720)540-7325 I NO APPR DATE I DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 9/28/05 93 . - __ -__ - I � I — I" I - 1--1 — — — 11 - _� ---— ­ - I - I - , � : � I 1. I I ., I . 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SiPOOR 'Z_ APPROVED BY: CHECKED: FJS M �! rr, Engineering/Land Developnunt Consmdtants I No. 41654 X — I 4L Exp. 12-31-2007 * — TRACT NO. 30554 11 . — COUNTY ENGINEER 7� I — __ `11 ,i", f , , , j- - - -- - , _� ___ - - - __ _______� ­_ \,�\� �_ _� -� - __� � - - - - �_ __ --------- - 7- - — 4885 W. 92nd Place (720)540-7324 1 1 SHT2 of 5 SHTS. Westminster, CO 80031-6314 Fox (720)540-7325 1 1 NO � APPR DATE DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 9-fiff-NIV I - I i . I i � I , 1 : i ,1;" :�1 :1.; . . . . . . I I I il i, e, / I I. I I �� I , � , -- - - - ­ I� I � , 1!�, . , . , I . I � - I / - ""1. 1, , ., I I I , - � I , ____ - - - - �� , - , , , � , � - , - -_ 1 i I I . I � i � i l . I : I j I 4 �j V 1�.­ "" f ; 1 � f 1 ! I� i j ;;/i".. , ! � " . � I � I , I I - , , , �, , , - - - - - � -- ,I , I I, � / 1 , I ; I I 1 1 , f �, , - -- 1 , ,v I / � L I I I I I i � � W 4 . . I I I " , I . . I - -_ - , _ - . I % , . i : � . � I , , , . "/, ",i,f /// /." 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I \ \ �q � ll I- ,­ "I __ — __ — ___ __ - , - I I . i � p - — I r � i . ­_ �". , __ --- I- - — __ __ -.-, - _­ - '­ \ 1. 1� . I .t 1 _,�� / _­ __ ,- ,- ,_1 " I 1— ,--- ­­ _ __ __.1. _.- - - -,-- -,-- --- - ­­ -- - I . i i ­­ - ., I . I I � � ­_ _ ,.r' I " � I � 1� I I , � i ; r I � --- : / I 1� \1 "I r" I 11 . i ; � __ I 1, , 11 ,�', . I I I r ,r - � - I � I ,r — - I � " \1 ,� . i ; I 11 I ./I . ,� �, , � I ; I 11, . I r '11 -- ­__ ­_ '__ . I I -_ 1 , \1 \ r"' I �: REVISIONS: DESIGNER: CCF ,, ,� �!�� � SS/ F. J. SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE ROUGH GRADING PLAN DRAFTER: CCF -3 .4 f ' CHECKED: FJS ,� REDERIC J. SPOOR APPROVED BY: rn _X �, ,�? No. 41654 w Z'ngilwering/Land Developnunt Cons-Wtants . TRACT NO. 305U �_ � � , � ".�� '� , � , t I , , I , , , , I - ,_ , , '�"' , , I V110"A'!" /Ilp_`�11� /-, '(, ��, I 11 , I . _7�7 I-- , , � � , � , �` I , , ­""'%1 �, C � I t �, I t-t I - �, , , - ,,, - , � , , - " - ,I� '' 7"', �0- i I I - 1� 4 Exp. 12-31-2007 * - COUNTY ENGINEER . CIVIL 4885 W. 92nd Place (720)540-7324 SHT3 of 5 SHTS. OF � . Westminster, CO 80031-6314 Fax (720)540-7325 1 1 1 1 1 DATE: 9/28/05 1 INO I I APPR I DATE I I I DATE: I HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED I I vW# SEE SHEET 2 '/ 0 30 J � ss� ���°F�' ROW �o �A� �,�' o `� � I I PAD=1486.E �533- ti F` 2.0' 2. / I I _- 1.0' I LOT PAD < 120.02' II BRIARLEA RD . 5 S 89'54'31" E �, 0 I --- o 3.0E % 198.00' -�- _ �`' �� STREET CORE CUT 1' BELOW TC o <31 �� I (SEE FRONT LOT SECTION FOR _ wPAD=1485.9 0 0 �� , �� BRIARLEA G _ � R� ` � ROAD ADDITIONAL CORE CUT INFO) 07 w =20.02' I GRADE swALE To -- SIDE LOT SECTION - INTERIOR STREETS C F �g83 ��A 68.33' ���' �° DAYLIGHT ® 0.3% � T o ^�� .6 � �� �° I D ,.,, = (SCALE: 1 =5 ) c ,��- c ROWIN, A Q. 3 0 0 '��s 8.7 ����� I PAD=14 5.1 o IY ` s a PAD=1484.8 F� 00 LJJ o I 1 �- 120.00' I TEMPORARY AC CURB ROW I QQ 0- CP o DETENTION POND SIDE SLOPES TO 87.0' TO 90.0' TOTAL TO BACK OF PAD ` BE MAINTAINED BY THE HOA. 3 3I 0 5 ' 8 6 I I STORM DRAIN FACILITIES TO BE 280, 15.0 72.0' - 75.0' PADc1484.3 o I MAINTAINED BY RCTD (EASEMENT SETBACK PAD TO BE 1.5' TO 2.5' ABOVE TOP OF CURB 2 10' 18' 18' 1 PAD=1484.3 GRANTED PER FINAL MAP). 2% 2% TO V: 2 120.02' I ��0� ���� �� t7777 T � �G 782 p 120.00' _ WT r 7 STREET CORE CUT 1' BELOW TC -3: 1 o C M C , 0 (SEE SIDE LOT SECTION FOR ADDITIONAL CORE CUT INFO) 34 - /� / 'PAD=1483.E � � RCP so 3 RCP ('J IIIIY// FRONT LOT SECTION - INTERIOR STREETS POND A F, F9�FI BOTT. ELEV.=1476.8 s � �` (SCALE: 1 =10 ) 100-YR WSEL=1480.2 120.02' �e 40 0 20 40 8C P /s � - F �2 3: 1 J I - ORIGINAL SCALE: 1 "=40' 0 �A � SUMP EMERGENCY N �o 35 o , Tc8 G OVERFLOW - 1481.7 FG I ]fir, PAD=1483.4 I , m o 0 8 4 NOTE: ALL PROPOSED 2.5' PL c T2o.0 PAD=1483.E I SLOPES ARE 2:1 UNLESS F ,�� ' �G _ -- cR�J �o�G - OTHERWISE INDICATED. 2.5' ROUGH GRADING ONLY (TO CONTROL SLOPE EROSION) --� 2.0' ROW - - 120.00' '� _ - LOT PAD R> T. - _ o I -- -- o D�G o � -- ROW PAD 1484.1 o ( _ I 7 h LOT PAD cis + 0.0' TO 0.5' DEEP LOT PAD 7 CD 2• ?so o (1% FL FROM BACK OF PAD=1484.3 I fV Z LOT TO FRONT OF LOT 120.02 I - ) LOT PAD eo I � � •�s � w �c 117.96' Q j SIDE LOT LINE CROSS SECTION A-A cA�sa �50 ��ti W \9s I O TYPICAL FOR NON-LEVEL PADS (h>1') INTERIOR REAR LOT CROSS SECTION B-B 3 "7 �� �� 1 I (SCALE: 1"=5') , PAD=1484.9 �� ` (SCALE: 1 =5 ) o / 1 82 94.52' �� 17 PAD=1484.7 00 I z 1.02% C, �� o 111.89, W s Q / LLI 9 LJJ �s T���s Rs/ �� R W R W 17 R/W 76' TYP (VARIES) R/W R/W 80' R/W Lu �9 ' 1483.64 1 / 56 / 46' 60' 17.g3' FC 1 O 36 6' 15' 23' 23' 15' 6' 6' 10' 30' 30' 10' 6' _ 4: 11 SLOPE ADJACENT 6' 10' 18' 18, 10' 6' SIDEWALK 20' 20' SIDEWALK SIDEWALK 25' SIDEWALK 40 AZ-6 PAD-1484.9 TO PAVEMENT TkPER WALL BY OTHERS �36• � � � SIDEWALK A.C. PAVEMENT SIDEWALK � tl SEELWALL PLANS) n 25 n SEE WALL PLANS 6' LANDSCAPED � 10' LANDSCAPED 2:1 MAX. WALL BY OTHERS �� ENTRY MEDIAN j' O G. * * 2:1 MAX. (SEE WALL PLANSS� STAMPED CONC. �� WALL BY OTHERS II ENTRY MEDIAN �' ) O.G. (SEE WALL PLANS))' Il STAMPED CONC. c a CURB CURB J J O ~ 2%_ 2% 2% 2% `` CURB* UR CURB* CURB* URB** CURB* 6 -- -E-- �-% 2% _2% 2% Z 2:1 MAX. ' 2:1 MAX. 2% % MAX. �-- 2:1 MAX. I U) O.G. O.G. 2:1 MAX. 2:1 MAX. L1J � COMPACTED SUBGRADE BASE COURSE O.G. k COMPACTED SUBGRADE BASE COURSE 0 G � O.G. 0.G. n 8 O \ Q I * RSE COMPACTED SUBGRADE BASE COURSE Q co � TYPE A-6, PER STAND. 200 * ** * ** (� PAD-1485.2 \\ , Q W TYPE A-6, PER STAND. 200 **TYPED, PER STAND. 204 TYPE A-6, PER STAND. 200 TYPE D, PER STAND. 204 �_ - �,�. A a p LOCAL STREETS 7 9 s ( N.T.S. GAVINO CT. (ENTRY MEDIAN) N.T.S. BRIARLEA RD. (ENTRY MEDIAN) N.T.S. PAD=1486.4 �� � PAD=1485.7 G O ZO I (MODIFIED), '� RIV.,CO. STD. (EXHIBIT "C" & "D") RIV.,CO. STD. (EXHIBIT "C" & "D") � ` RIV.,CO. STD. N0.104 MODIFIED SECTION A t 14 ~ 8 � - ��R� PROP. R/W �ti , Fo 282 _ Z J Q . EX FUT EX F. _ ROW W Z ' ' ��o - - - - - R/W 50, 44, R/W %W R/W 50' 44' R/W R W 74' R W C 0.50% w 5' L. S, IMPROVEMENT PER TRACT NO. 30064 I.P. NO, 030118 6' A o �sz 32' 6 32' 38' 37' SIDEWALK SIDEWALK SIDEWALK W 8' 12' 12' 2' 4' 8' 12' 12' 2' 4' 15 22' 15' 7' 15' 10' TC Tcr' W _ WALL BY OTHERS n 4.5' S n 4.5' W Q (SEE WALL PLANS) �� A.C. PAVEMENT WALL BY OTHERS 11 5 GA LS WALL BY OTHERS EXISTING TEMPORARY LOCATION VARIES a a 2:1 MAX. (SEE WALL PLANS) a J A.C. PAVEMENT J A.C. PAVEMENT- (SEE WALL PLANS) - CURB CUT/FILL SLOPES Q o �` CURB* O.G. N N * EX AC DIKE `` CURB* CURB - - - - 2% 2% 2% Z e o _ 2:1 MAX. J -- 2F J 2% I 2:1 MAX. 2% _ �% �% - �% 2Q�; 1 MAX - t 2:1 MAX O.G. EX PVMT } CRAIG AVENUE -- _- * BASE COURSE COMPACTED SUBGRADE COMPACTED SUBGRADE BASE COURSE 6" AC DIKE COMPACTED SUBGRADE BASE COURSE SAWCUT 1' INSIDE EXISTING TYPE A-6, PER STAND. 200 - - - *TYPE A-6, PER STAND. 200 *TYPE A-6, PER STAND. 200 AC CURB. REMOVE CURB & JOIN PAVE. SECTIONS. CORSON AVENUE N.T.S. - - - - VANS ROAD- - -- E N.T.s. CRAIG AVE. N.T.S. EXISTING R/W ' RIV.,CO. STD. 140.102 (MODIFIED) RIV.,CO. STD. NO.102 (MODIFIED) RIV.,CO. STD. NO.103 , SECTION "A" i T. M. NO. 30142 REVISIONS: DESIGNER: CCF O PROFESS/� � F F. J. SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE ROUGH GRADING PLAN DRAFTER: CCF . ,.� � FRED RICK J. SPOOR � APPROVED BY: CHECKED: FJS a Engineering/Land Development Consultants No. 41654 TRACT NO. 30554 } Exp. 12-31-2007 COUNTY ENGINEER CIVIL 4885 W. 92nd Place (720)540-7324 SHT 4 of 5 SHTS. Westminster, CO 80031-6314 Fax (720)540-7325 NO APPR DATE DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 9/28/05 938dw Place expansion 2" Cement mortar cap joint @ 33.5' c-c max. CMU Block Wall TUBULAR STEEL FENCE 2" Tubular Steel Post (8"x6"WIDE x16" Typ.) 20' wide, Pond A w/Cap @ 8'-0" O.C. (16 gu) L 30' wide, Pond B r�' 2'-0" min. 2'-0" min. Varies 4.5' 5.0' 8.5, 2 - # 4 Continuous 0 Bench Bench 4.5', Pond A Landscape Sidewalk Landscape 5/8" Steel Pickets Bond Beam 4.0', Pond B c @ 4-1/2" O.C. (18 gu) Pond A=1482.0 a CD grade Pond A=1480.2 1% -- SPILLWAY EL Pond B=1485.6 1 CD 1 -1/2" Steel Rails DE front face 100-YR WS Pond B=1482.8 Pond A=1480.92 Top & Bottom (16 gu) e Shope 2% TO STREET-, TC Pond B=1484.93 �0 16q P Grade G 1 a a Extend caulking S 89 Pond B Concrete Footing` 6" below G C Pond Bottom 4" _ ° a - � d - ° finished grade G G Concrete lining from WS to Curb 24" 4'-0" c-c 4'-0" c-c 8" x 24" Domed Concrete Footing Omit blocks for drainage - continuous. POND SPILLWAYS (NTS) TUBULAR STEEL FENCE ELEVATION PERIMETER WALL ELEVATION Adjacent to Open Space With Off site Drainage Openings (NTs) NOTES: 1 . See Wall Improvement Plans (Sheets 10 & 11 ) for Structural Details and Specifications. 2. All walls to be constructed under separate permit. 1'-0" Q) J J TUBULAR STEEL FENCE 30' DRAINAGE EASEMENT o_ 60' BRIARLEA RD. R/W C 6" CMU (8"x6"WIDE x16" Typ.) SWALE TO BE MAINTAINED BY RCTD TC BE MAINTAINED BY THEH. . See Perimeter Wall Elevation (above) for drainage openings. o SLOPE=0.3% SLOPE=1.0% Existing Ground TO DAYLIGHT Existing Ground 2'-6" Varies EX GROUND TO DAYLIGHT (Varies 2: 1 to 6: 1) `�-__ 5% max. (2.5' to 8') Q�oo=41.1 cfs EX GROUND Qloo=56.6 cfs 4.0' �Vioo=2.8 -fps 4.0' �Vioo=4.8 fps 2'-0" Varies 2: 1 Slope 57. Max. (2.5' to 8') 2 7 So 0 3 1 3 1 \ 3 Offsite Grading required _ o� 2'-0' 8 x 24" DOMED 0 Bench west of Lots 24, 25, 55 & 56. 9 ' N - 2 v o CONCRETE FOOTING S�°,o J 2'-0" Slope Setback °s 1 7' 1.5' Concrete e 3" GUNITE SLOPE 2 7 N Footing v m Bench Width varies* with 6"x6", 10x10 WWF S/o/e Retaining Wall POND A OUTFALL SWALE POND B OUTFALL SWALE 2'-0" CROSS SECTION D-D CROSS SECTION I-I 3" GUNITE SLOPE 2 with 6"x6", 10x10 WWF s/ope h BROW DITCH (NTS) (NTS) Minimum Flowline Gradient = 1.0% BROW DITCH Finished Lot Pad (See BROW DITCH DETAIL this sheet) a Minimum Flowline Gradient = 1.0% (See BROW DITCH DETAIL this sheet) *h/2, 5' minimum > TUBULAR STEEL FENCE/BROW DITCH Finished Lot Pad ;- 20' DRAINAGE EASEMENT PERIMETER WALL BROW DITCH Section E-E Section C-C (NTS) (NTS) J U o L m � I c a) 1'-0" BROW DITCH T 2: 1 SLOPE TO CHASE (See BROW DITCH DETAIL this sheet) a� Q L ° 8" CMU (8"x8"WIDE x16" Typ.) o 0 TUBULAR STEEL FENCE PERIMETER WALL/BROW DITCH o Section G-G Finished Lot Pad 1 (NTS) Existing Ground Co Varies e (Varies 2: 1 to 6: 1) �a? (2.5 to 8 ) e , S 2'-6" Varies S/ope J 2: 1 Slope 5% Max. 2.5 to 8 �12 CMU o Offsite Grading required REQUIRED 100=9.56 cfs (MAX) (8"x12"WIDE x16" L west of Lots 24, 25, 55 & 56. G 2 7 Q Q ( Proposed Swale °� s/ PROVIDED (S=1.0%) Qloo=11.23 CFS, Vloo=4.99 FPS Existing Ground Typ ) 2'-0 ?•/ 8" x 24" DOMED ° 6 J 2'-0 Slope Setback Bench S/ v o Bench Width Varies* -- op CONCRETE FOOTING e m 7 ^ C 9„ _ Concrete 3" GUNITE SLOPE ' �' N Footing 2 / 7 G G BROW DITCH Finished Lot Pad with 6"x6", 10x10 WWF ° s/ope h PROPOSED GRADE 2: 1 N Minimum Flowline Gradient = 1.0% (NOT FOR SECTION G-G) (See BROW DITCH DETAIL this sheet) BROW DITCH Finished Lot Pad 18" 3" GUNITE WITH 3'-0" Minimum Flowline Gradient = 1.0% 6"X6", 10X10 WWF (See BROW DITCH DETAIL this sheet) *h/2, 5' minimum CUT-OFF WALL (NOT FOR SECTION G-G) 6" PERIMETER WALL/BROW DITCH TUBULAR STEEL FENCE/BROW DITCH BROW DITCH DETAIL Section F-F Section H-H (NTS) (NTS) (NTS) REVISIONS: DESIGNER; CCF E SS/ o�� F. J. SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE ROUGH GRADING PLAN DRAFTER: L CCF` FREDERICK J. SPOOR m APPROVED BY: CHECKED: FJS Engineering/Land Development Consultants No. 41654 TY ENGINEER TRACT NO. 30554 CIVIC �c Exp. 12-31-2007 ,f UN `sTq oP 4885 W. 92nd Place (720)540-7324- 720 SHT 5 of 5 SHTS. c��F Westminster, CO 80031 6314 Fax ( )540-7325 NO APPR DATE DATE: HORZ, SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 9/28/05 9 -- NEWPORT RD PROPOSED STREET LIGHT PROPOSED STREET LIGHT I BY TR. 30064 PROP. R/W TRACT NO. 30064 BY TR. 30064 ! PER TR30064 EX R/W � la- Q Q � - - ET LIGHT - LL LU - - - - - BY 1�R. 30064 21+00 22+00 23+ __ - - - _ -0, �_ - - - - - - - - _ t o � O 00 24+0 _ 25+00 26+00 27 00 28+00 0 _,a..r_w _ - - - - - - - + 2 9+00 30+00 �' 31+00 N 32+00 w - - _ —+ - - I 33 00 34 00 35+00 36�+p Z — — — — - �ORSON, AVE U Z W. w Q O CA _ * HOLCgN p m U) IQ L, saootu��� — — - RD w o+ PROP. R/W n� o 0 12 EXISTING OVERHEAD Ir co NT POWER 0 BE BURIED 44 ` _ x � 50' 215 PARCEL 2 Q PARCEL 3 11 10 9 8 7 32' PER PM 15/80 Q PER PM 15/80 2 2 18 ry CORSON AVE. PARCEL MAP NO 6088 10 PARCEL MAP NO 6088 1 13 1 SA 22+03 26 � 80 0 40 80 160 yX0 SITE Q —MIL0ENA0 g DRIV 2 00 1 6 TRACT BOUNDARY Z ORIGINAL SCALE: 1 "=8Q' p CRAIG AVE. 1 0 14 2 I CC ! PARCEL 1 N c/) 1 PER PM 65/61 15 16 17 18 0 2 5 > PARCEL MAP NO 11586 GARBAN I ROAD ❑j �❑ o w U u 5 ' ❑ 18T 8' P088B # 1 VICINITY MAP 10' 10 p N O 1 - NOT TO SCALE N J O o I--- SECTION 9, TOWNSHIP 6S, RANGE 3W OF THE SAN BERNARDINO BASE & MERIDIAN PARCEL 4 24 23 22 20 19 0 4 RIVERSIDE COUNTY, CALIFORNIA UjL PER PM 76197 21 PARCEL MAP NO 14239 2 2 o Q U N 51P 1g 3 / 00 10+00 — 11+p0 — 12+00 00 13+00 0 PARCEL 1 VELIA COURT °O I 1 ; PER PM 103/16 LEGEND PARCEL MAP NO 15811 2 0 2 I TRACT BOUNDARY 29 � PROPOSED PROJECT BOUNDARY 25 26 27 28 0 2 RE S�R�E v��ENOI — 0 1 �v SSE — CENTER LINE — — — OPEN SPACE 1 o 30 CURB AND GUTTER MUSICK RD. EDGE OF EXISTING PAVEMENT — ❑�_ — — 0 0 11+0 1 00 RLEA RD. 31 8000 a� 45 44 1 BRIALEA ROA -95 LUMEN, 55 WATT, 120 VOLT TYPE LPS RESIDENTIAL - - LUMINAIRE, PER COUNTY OF RIVERSIDE STD. 1000 POR. PARC L4 46 43 0 2Z��o 32 ry 87 5� 25Q LUMEN, 135 WATT, 120 VOLT TYPE LPS RESIDENTIAL TRACT BOUNDARY To+ 16k LUMINAIRE, PER COUNTY OF RIVERSIDE STD. 1001 o '(P p I 47 42 1 a0 I PARCEL 1 2Z000 A \ 33 86 CC PER PM 102/63 FUTURE (LOCATION APPROXIMATE) 22500 LUMEN, 135 WATT, k 0 PARCEL MAP NO 15837 120 VOLT TYPE LPS RESIDENTIAL LUMINAIRE, PER COUNTY OF o Z RIVERSIDE STD. 1001 Jr} ¢ N Q 55 48 2 41 34 2 w POR. PARC LI J � Z- 0 85 OI POND A 0 / 56 54 — \� J 0 N a_ 49 ° 0 40 35 N GENERAL NOTES 1� 84 + STA 1 1. ALL WORK SHALL CONFORM TO THE MOST CURRENT REQUIREMENTS OF THE COUNTY OF RIVERSIDE J C 57 53 t 1 13+4`l 74 0 1 -�J TRANSPORTATION DEPARTMENT, IMPROVEMENT STANDARDS AND SPECIFIC^,TIONS, COUNTY ORDINANCE NO. �i �❑ 50 ! 5 ' 39 s N 461 AND SUBSEQUENT AMENDMENTS. 59 0 0 2 36 X 2. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY FOR AN POR. PARCEL 4 63 62 61 60 i + 83 c�� W o{ ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WI-fFI,IN COUNTY RIGHT-OF-WAY. 58 0 2 I o 3. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT 0 800.227.2600 AT LEAST 48 HOURS 52 51 10' 10' 2 0 0 # EXISTING T EXCAVATION. THE CONTRACTOR ACCEPTS M-t `RESPONSIBILITY FOR ANY AND ALL DAMAGES TO 10' 18_18 10' 2 1s'118' 38 37 0 I 4. THIS PROJECT IS WITHIN 30 MILES OF MT. PALOMAR. 2 b PARCEL 4 • 64 56 0 82 I PER PM 65/61 s 5. STATIONS ONLY SHOWN FOR LIGHTS NOT AT PROPERTY LINES EXTENDED, OR NOT AT BC/EC. 9+ 10+00 - �1� Op- �12�+00 . 0p 13+00 0 4+00 15+00 16+00 0 17+00 18+00 1 g PARCEL MAP NO 11586 6. ALL STREET LIGHTS SHALL BE SET 4' CLEAR FROM EXISTING/PROPOSED FIRE HYDRANTS. ❑ �❑ — �n � T — l �— — —�— — I— —r-- --F�� Ill ADELINA DRIVE o \ I � 81 POR. PARCEL 4 65 2 1 0 2 2 0 ----_J `Lh o >66 x 68 69 70 71 72 73 '\ 067 78 S�y a 77 CONSTRUCTION NOTES & UANTITIES PROP. R/W r EXISTING OVERHEAD �X 79 r'x + v - 5 1 ' 23' 23' 1 POWE TO BE B RIED rO �� o Oo 00 / - - - r'`P PROP. R/W °? INSTALL 2z-2580• LUMEN, 135 WATT, 120 VOLT Vie, 10 TYPE LPS RESIDENTIAL LUMINAIRE, PER S i! - - t _ COUNTY OF RIVE SIDE STD. 1001 JZ EACH 59+00 60 00 61+00 CRAIG AVENUE o I �� goo / Q 62+00 63+00 64+00 65100 0 6100 67100 68+00 69+00 70+00 71+00 72+00�' 73 00 0 74 INSTALL -9609- LU EN, 55 WATT, 120 VOLT �- 75+00 O2 TYPE LPS RESIDENTIAL LUMINAIRE, PER Z0 o COUNTY OF RIVERSIDE STD. 1000 EACH Under round Sec+vice Alert - - - - - - -- - - - g EXISTINn; R/W T.M.'NO. 30142 a TRACT BOUNDARY. - EXISTING R/W ,I T.M. NO. 30142 Call. TOt tb f�REE 1 -800 ! + 227-2600 I o J TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE SEAL - ENGINEER: BENCHMARK 600-23-68 TRACT 30554 I.P. NO. 050010 SHEET NO. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT pR0FESS PROFESS/ F. J. SPOOR & ASSOCIATES INC. (RIVERSIDE COUNTY DESIGNATION). AND/OR A GRADING PERMIT HAS BEEN ISSUED. o TRANSPORTATION DEPARTMENT o o�� - LOCATED FROM THE INTERSECTION COUNTY OF RIVERSIDE vI APPROVED BY: F` - OF MURRIETA RD. AND GARBONI THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Engineering/Land Development Consultants RD. 0.35 MILES EAST ON SCHEDULE "A" KHALED A. OTHMAN FREDERICK J. SPOOR ? 4885 W. 92nd Place (720 540-7324 ' ASSURING THE ACCURACY AND ACCEPTABILTY OF THE DESIGN ) GARBONI RD, 241 SOUTH OF HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY No. 33950 ' Z 1P v No. 41654 Westminster, CO 80031-6314 Fax (720)540-7325 THE ENTRANCE TO MENIFEE STREET LIGHTING PLAN SCHOOL, 1' WEST OF A ROCK OF —1 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER * Exp. 6-30-06 ,� K D R.C.E. 33950 DATE * Exp. 12-31-2005 ,� PREPARED BY: AND CONCRETE SCHOOL BELL SHEETS SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE / F✓S 3 ?T bG SOD 7:v 80110 urirl7�iCspl d CIVIL �0 CIVIL i A . MONUMENT. A BRASS DISK IN RESOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE MARK BY DATEA,..OPR DATE `�q `P Z C� s�q `P ., ' . � TOP OF CONC POST. ELEV.— FOR: W.O. COUNTY COUNTY, PRIOR TO CONSTRUCTION OF SUBJECT FACILITY. ENGINEER COUNTY RECOMMENDED BY DATE of cr�\E FREDERICK J. SPOOR R.C.E. 41654 DATE 1519.997 (NGVD 29 DATUM) FILE NO. PLANTING AND IRRIGATION PLANS FOR VA COUR T kfAEIVI)':�EAE 30� AE JVS COUNTY OF RIVERSIDE PROJECT NOTES: APPucANT: TR. N0. 30064 APN: 360-150-001 VACANT CORMAN LEIGH COMMUNITES TRACT BOUNDARY 32823 HIGHWAY 79 SOUTH SEE SHEET 2 FOR PLANTING TEMECULA, CA. 92592 CORSON AVENUE AND 5 FOR IRRIGATION. PHONE: (951) 296-5070 ---- - --- ---_—_— _— —_ FAX: (951) 296-5071 OWNER: 12 i' I , --1 ---- ---- - ----- EVANS COURT LP I APN: 360-160-003 ��—-------� 11 to s 8 7 32823 HIGHWAY 79 SOUTH P.M. 6088 PMB 15/80 R-R-I "` 13 '� ' H.O.A. AREA TYP. TEMECULA, CA. 92592 VACANT ' ' - LECIAL DESCRIPTION: APN: 360-160-002 ; ;- 6 R-R-1 I __i 14 �. _ APN: R-1 i 70-001 THE SOUTHEAST ;4 OF THE NORTHWEST 14 SECTION 9 TOWNSHIP 6 SOUTH, VACANT PCL. 3 ', -- VACANT RANGE 3 WEST, SAN BERNARDINO MERIDIAN IN THE COUNTY OF RIVERSIDE, 15 1s 17 18 u 5 STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF SEE SHEET 3 FOR PLANTING ASSESSOR'S PARCEL NOS.: ir AND 6 FOR IRRIGATION. 360-160-004 j 24 i 23 i 22 21 20 19 'M w4 -------------- 360-160-022-4 - _ _ -- PROJECT T CT SIT A.P.N. 360 1 so-ooa � - 3 SOUTHWEST CORNER OF CORSON AVE & EVANS RD R-R-I ,__I ----VEk�r-GAdRT— COUNTY OF RIVERSIDE - ' A.P.N. 360-170-002 + VACANT - -- R-�R--1 TRACT BOUNDARY I 1 ( 2 VACANT ZONING: 29 -- N.A.P. , 25 ' 26 '' 27 28 �'� - ' PROPOSED ZONING: R-1 i -, 1 REMAINDER OF A.P.N. 360-160-022 ' LAW : 8.4±AC i i - 30 ' Lf� W R_R--1 -- h RESIDENTIAL 2:4 DWELLING UNITS PER ARCE --r- ---------- VACANT %y\ 45 44 -; 31 0 -BRIARL Ro — — — — STREETSCAPE TYP. ACREAGE: i � \`� 43 l i - ' NEWPORT RD. A.P.N. 360-160-01 a \ _�/ i 32 i laVl 88 A ±30 ACRE GROSS ' R-R-1 ' � i VACANT 47 `\ 42 33 85 - - TRACT BOUNDARY 55 48 41 i i 34 i -= _ _- A.P.N. 360-1 60-019 58 _ _ Q Q R-R-1 ,, ' / 54 o -- -- = A.P.N. 360-i 70-�004 w O a' CK 0' NOlS w Ij VACANT i - • I / _-4 9- 4-0_ 3 75 ' ' _ I --------R----R-----1 D In ,/Y VACANT 57 53 _ 50 W _j 62 60 59 39 j 36 83 0 63 61 ' Q Z ' 58 _ o A.P.N. 360-160-02 P OA NDRD 0 R-R-1 52 h, wm 38 3VACANT B2 zW ---------- ----ADENNp _012 — - — --_—_--�' A.P.N. 360-170-006 81 MELIN DRIVE 215 A.P.N. 360-160- 65 R-R-l SHEET INDEX.+ � � � �-- �` ' VACANT (SECON )ARY) R-R-1 70 71 I i , , \ CORSON AVE. VACANT 86 67 68 69 i 72 73 74 75 i 76 77 78 i 79 80 TITLE SHEET 1 OF 10 SITE S I _ -—-—-—- - PLANTING PLAN, LEGEND & NOTES 2 OF 10 ----L-- ---------- - — -------- -------- -—-—-—- --- �--- - — CRAIG AVENUE PLANTING PLAN 3 OF 10 CRAIG AVE. (PR M RYMNO }COURT TRACT BOUNDARY INDEX MAP PLANTING PLAN 4 OF 10 SEE SHEET 4 FOR PLANTING A.P.N, 360-190-001 TENTATIVE TRACT NO. 30142 1:150 R-R-1 IRRIGATION PLAN, LEGEND & NOTES 5 OF 10 GARBANI ROAD AND 7 FOR IRRIGATION. VACANT N IRRIGATION PLAN 6 OF 10 CONTINUED LANDSCAPE MAINTENANCE FOR STREETSCAPE IRRIGATION PLAN 7 OF 10 VICINITY MAP SHALL BE PERFORMED BY THE LANDSCAPE AND LIGHTING MAINTENANCE DISTRICT, NO. 89-1 -C. PLANTING & IRRIGATION DETAILS 8 OF 10 SEC.9, T. 6S., R. 3W., S.B.M. � N.T.S. PLANTING & IRRIGATION DETAILS 9 OF 10 PLANTING & IRRIGATION SPECIFICATIONS 10 OF 10 CONTINUED LANDSCAPE MAINTENANCE FOR H.O.A. AREA APPROVAL BY THE TRANSPORTATION DEPARTMENT SHALL BE PERFORMED BY THE HOME OWNER'S ASSOCIATION. IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. N Underground Service Alert PREPARED FOR ., CORMAN LEIGH COMMUNITIES GRAPHIC SCALE R Calf TOLL FREE Q d 1—8 0 0 42346 F10 NEDO, SUITE L 150 o 150 300 soo TENE XX A, CA 9Z%O I ) 2 2 7—2 6 0 0 PH (M) &V6-5olo FAX (M) 296-sow COWACT PAUL KIM 1 INCH =150FT. TWO WORKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARKi SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTWENT ALHAMBRA GROUP TRACT 30554 IP NO. 050010 APPROVAL BY TRANSPORTATION DEPARTMENT SHALL NOT COMMENCE UNTIL AN QaOFESSioN N+D 4e. �o � �o � �av LANDSCAPE ARCHITECTURE � ENCROACHMENT PERMIT AND/OR A �Q F� IS FOR LANDSCAPE/IRRIGATI❑N WITHIN THE �� o Aron, California license #2017 COUNTY OF RIVERSIDE GRADING PERMIT HAS BEEN ISSUED. '� m KHALED A. OTHMAN 2 RIG T-OF-WAY ONLY � � � ti T l 0 RECREATION FACILITIES PLANNING MENIFEE 30— EVANS COURT THE PRNATE ENGINEERSIGNING THESE PLANS IS RESPONSIBLE FOR ASSIING THE ACCURACY °C No. 33950 7O /Z ` V w 41635 Enterprise Circle North, Suite C JOB: LANDSCAPE IMPROVEMENT PLANS OF 10 SHTS. AND ACCfPTABflflY OF THE ICI Hff(N. IN�EVENT OF HUMS ARISING AFR * Exp. 6-30-06 * K ED T AN-R.C.E. 33950 DATE � � Temecula, CA 92590 (951) 296-6802 FAX 296-6803 04-207 TITLE SHEET FILE NO, CITY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE sT CIVIL ��, ES -30-06 sT 9-� ��� PR/�PARED BYE '� R.L.A. N0, 2017 SCALES 1'=150'-0'FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL By MARK BY DATE APPR. DATE 9� OF CA1�F ' ; 4rf of cA��F� / , FOR W,❑, COUNTY _ THE CITY. ENGINEER REVISIONS COUNTY REC MENDED DATE DATE Q� DATE 1/06/06 FILE N 3 #No - - _ - - EX. R.O.W. 56 DIE. VEG. � � • - - - - - - -- - - --- - _ _ _ M 29 VIB. T.`S.B.' 5 GAL. 3' O.C. 5 GAL. 6' O.C. 28 PHO. T. 'P., O 24 PIT. T.'V.' � M _ _ 5 GAL. CORSON AVENUE 5 GAL. 6' O.C. O N S/W TYP.M N N O N (n x xx .- = - ---� _ �. x: R R.O.W. TYP. 0 . I ® 6 CONCRETE MOWCURB TYR., " i R.O.W. TYP. x SEE DETAIL 20, SHEET L 9. I S/W TYP. 5 CHI. LIN. 3 GEI. PAR. LLI 15 GAL. 12 LAG. I. `R.' 28 ! ' 15 GAL I > I 18' 6' ;4' 15 GAL. Q R.O.W. TYP. Q FES. ARU. AS REQ'D. I Q Q O HYDROSEED z I 57 PAR. TRI. J 5 GAL. 12' O.C. I - ca c ® ESC. F. 'N.D.' 109 z 3' O.C. 5 GAL 104 CAL. V.'L.J.' 5 GAL 3' O.C. WOOD MULCH AS REWD. I f `} PLA A `B.G.' 2 Y _ 15 GAL. i C 4" DEEP 3" MAX, x MATCHLINE - SEE SHEET 3 PLANTING LEGEND PLANTING NOTES SYMBOL ABBREVIATION BOTANICAL NAME COMMON NAME SIZE NUMBER REMARKS TREES: I. CONTRACTOR SHALL APPLY "ROUND UP" HERBICIDE ON ALL 7. THE CONTRACTOR SHALL REMOVE ALL WEEDS, ROCKS, DEBRIS PLANTING AREAS PRIOR TO PLANTING AS PER MANUFACTURER'S AND OTHER EXTRANEOUS MATERIALS FROM THE JOB SITE PRIOR • CHI. LIN. CHILOPSIS LINEARIS DESERT WILLOW 15 GAL. 48 DOUBLE STAKE/7-8' HEIGHT & 2-3' SPREAD RECOMMENDATIONS. TO PROCEEDING WITH ANY WORK. • GEI. PAR. GEIJERA PARMFLORA AUSTRALIAN WILLOW 15 GAL. 57 DOUBLE STAKE/7-8' HEIGHT & 2-3' SPREAD 2. CONTRACTOR SHALL APPLY "RON STAR" PRE-EMERGENT HERBICIDE & ALL PLANT MATERIALS SHALL BE HANDLED OR STORED SO THAT • LAG. I. 'R.' LAGERSTROEMIA INDICA 'RED' RED CRAPE MYRTLE 15 GAL. 16 DOUBLE STAKE/7'-8' HEIGHT & 2-3' SPREAD AT 3 Ibs. PER 1000 s.f. AFTER PLANTING AS PER THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM POD. GRA PODOCARPUS GRACILIOR FERN PINE 15 GAL. 29 DOUBLE STAKE/7'-8' HEIGHT & 2-3' SPREAD MANUFACTURER'S RECOMMENDATIONS(ONLY ON NON-SEEDED SUN OR WIND BURN, OR FROM ANY OTHER INJURY. AREAS) +0 PLA. A. `B.G.' PLATANUS ACERIFOLIA 'BLOODGOOD' LONDON PLANE TREE 15 GAL. 27 DOUBLE STAKE/7'-8' HEIGHT & 2-3' SPREAD 9. THE CONTRACTOR SHALL APPLY TO ALL SHRUB PLANTING AREAS SHRUBS J. ALL PLANTING SHALL CONFORM TO THE COUNTY OF RIVERSIDE A 4" LAYER OF "DESIGNER WOOD CHIPS"--50/50 OR EQUAL STANDARDS AND SPECIFICATIONS. (949) 551-0363 CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT OO DIE. VEG. DIETES VEGETA FORTNIGHT LILY 5 GAL 360 FULL & SPREADING 0 3' O.C. WITH SAMPLE FOR APPROVAL PRIOR TO INSTALLATION. Ox CAL. V.'L.J.' CALLISTEMOM MMINALIS 'LITTLE JOHN' WEEPING BOTTLEBRUSH 5 GAL. 512 FULL & BUSHY ® 3' O.C. 4. SOIL TESTING. OPIT. T.'V.' PITTOSPORUM TOBIRA 'VARIEGATA' VARIEGATED TOBIRA 5 GAL. 222 FULL & BUSHY ® 6' O.C. CONTRACTOR SHALL PROVIDE A HORTICULTURAL SOILS la CONTRACTOR TO VERIFY ALL PLANT QUANTITIES SHOWN ON PLANS.ANALYSIS PERFORMED BY A LABORATORY OF THE • VIB. VS.B.' VIBURNUM TINUS 'SPRING BOUQUET' SPRING BOUQUET LAURUSTINUS 5 GAL. 176 FULL & SPREADING 0 6' O.C. CALIFORNM ASSOC. OF AGRICULTURAL LABORATORIES. 11. SEE SHEET 8 & 9 FOR DETAILS & SHEET 10 FOR SPECIFICATIONS G PHO. T. 'P.' PHORMIUM TENAX 'PURPUREUM' PURPLE NEW ZEALAND FLAX 5 GAL. 159 FULL & BUSHY ® 6' O.C. CONTRACTOR SHALL ADJUST SOIL AMENDMENT 12. ALL ABOVE GROUND UTILITIES SHALL BE SCREENED W/ PLANTING. RECOMMENDATIONS TO CONFORM TO SOIL ANALYSIS ® ESC. F. 'N.D.' ESCALLONIA FRADESII 'NEWPORT DWARF' ESCALLONIA 5 GAL. 570 FULL & BUSHY ® 3' O.C. RESULTS AS REQUIRED. 13. ALL PLANTING SHALL NOT INTERFERE W/ TRAFFIC SITE LINES. VINES: 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL 14. CONTRACTOR SHALL TURN OVER SOIL AMENDMENT VERIFICATION TICKETS PAR. TRI. PARTHENOCISSUS TRICUSPIDATA BOSTON IVY 5 GAL 268 ATTACH TO WALL ® 12' O.C. PLANTING AREAS ON SITE AND SUBSURFACE DR4/NAGE FOR TO THE COUNTY INSPECTOR. MULCH & GROUNDCOVER: ENCLOSED PLANTING AREAS 15. INSTALL ROOT BARRIERS, LINEAR 24" DEPTH 'NDS' OR 'DEEP ROOT' WHERE TREES ARE PLANTED WITHIN 5' OF HARDSCAPE, SEE DETAIL. WOOD MULCH 50/50 GOLD OVERS COLORED WOOD MULCH 3" MAX. AS REQ'D. 4" DEEP ® PLANTERS-TIERRA VERDE IND. (949) 551-0363 6. THE CONTRACTOR SHALL CAREFULLY INSPECT THE SITE AND WOOD MULCH FORESTMULCH SHREDDED WOOD MULCH 3" MAX. AS REQ*D. 4* DEEP 0 SLOPES-TIERRA VERDE IND. (949) 551-0363VERIFY ALL THE CONDITIONS AND DIMENSIONS PRIOR TO 16. CONTACT THE COUNTY FOR FINAL INSPECTION WHEN ALL WORK IS COMPLETED. PROCEEDING W/TH ANY WORK. NOTIFY LANDSCAPE ARCHITECT FES. 'S.S.2.' FESTUCA 'SLOPESAVER 2' SLOPESAVER 2 FESCUE HYDROSEED AS REQ'D. SLOPESAVER TALL FESCUE ® 8 LBS./ 1,000 S.F. AND OWNER IF ANY INCONSISTENCIES OCCUR. LAWN: tiL'x FES. ARU. FESTUCA ARUNDIACEA WATERSAVER 2 FESCUE HYDROSEED I AS REQ'D. 1 15 LBS./ 1,000 S.F. - JILL TABER ® (909) 453-4678 N Underground Service Alert GRAPHIC SCALE OR y APPROVAL BY THE TRANSPORTATION DEPARTMENT 20 0 20 40 80 Call, TOLL FREE IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. 1-800 1 INCH = 20 FT. If 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE. SEAL-C❑UNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARKi SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSIRMAIM D� SHALL NOT COMMENCE UNTIL AN QAOfESS/pN� APPROVAL BY TRANSPORTATION DEPARTMENT o VWDSc,�F LANDSCAPE ARCHITECTURE 2 ENCROACHMENT PERMIT AND/OR A Quo F IS FOR LANDSCAPE/IRRIGATION WITHIN THE DO r California license 2017 GRADING PERMIT HAS BEEN ISSUED. ��� � ° �y # COUNTY OF RIVERSIDE KHALED A. OTHMAN 2 RIGHT- F-WAY ONLY �, ? W m l RECREATION FACILITIES PLANNING MENIFEE 30— EVANS COURT THE PRNATE ENGINEER SI K THESE PIANS IS RESPONSIBLE FOR AS AG THE ACCURACY °` Na. 33950 �° / Z T`0 > OF 10 SHTS. 41635 Enterprise Circle North, Suite C J❑B, LANDSCAPE IMPROVEMENT PLANS AND ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPM�IES ARX AFTER * Exp. 6-30-06 KHA A. NO—R.C.E. 33950 DATE (g Temecula, CA 92590 (951) 296-6802 FAX 296-6803 04-207 CRY APPROVAL OR DURING CONSTRUCTION,THE PRNATE ENGINEER SHALL BE RESPON9BLE CIVIL IRES 6-30-06 s 9—0 7 ��r PR ANTED BY, SCALE, •— P LANTI N G PLAN FILE N❑. FOR DETERIINNING M ACCEPTABLE SOLM AND REVONG THE PIK FOR APPROVAL BY MARK BY DATE 1P O��XP 1 Z 3 � TgrF R,L,A, NO, 2017 1 —20 0 — REVISIONS APPR, DATE OF CA1.�F �' cX�� � DATE, F❑R W.O. COUNTY THE CITY. ENGINEER COUNTY REC MMENDED DATE DATE 1/06/06FILE N09g8w. L� EX. R.O.W. U. 04 — w EVANS ROAD � w + O _ x 25 PLA. A. `B.G.' I J (A - 106 PAR. TRI. .-.r. AS REQ'D. FES. ARU. '= 04 w D. WOOD MULCH LAG. I. R. 2 w _ 5 GAL. 12' O.C. HYDROSEED w Cl) ' b S/W TYP 3" MAX. 4" DEEP 15 GAL. I ' w IT- - f + + Z 2 I J a _ 3fw ' R.O.W. TYP. / _ O / _. 65 PIT. T.`V.' 60 VIB. T.`S.B.' • / O PHO. T. 'P.' 54 _ _ _ _ _ ,- 5 GAL. 6' O.C. 5 GAL. 6' O.C. 6' O.C. 5 GAL. 1 x � 6' 30' 30' 6' R.O.W. TYP. 0 O EX. R.O.W. ' w : . : : _ _ S/W TYP. _ . _ . . _ . _ . © 6" CONCRETE MOWCURB TYP., SEE DETAIL 20, SHEET L-9. I _ AP E ROAD EVANS ROAD Q ' 24 GEI. PAR. 18 CHI. LIN. M 183 ESC. F. `N.D.' w 15 GAL. 15 GAL 5 GAL 3' O.C. o S/W TYP. z as - I co / x, z I - - - R.O.W. TYP. _ w . - . Q 154 DIE. VEG. oO AS REQ'D. WOOD MULCH "' 183 CAL. V.`L.J.' O 5 GAL. 3' O.C. . . '• . 3" MAX. 4" DEEP ;: 5 GAL 3 O.C. V POD. GRA. 1 Q = H.O.A._ AREA: . . 15 GAL. U . . k . MATCHLINE — SEE SHEET 4 0 . . . . . . . . . AS REQ D. FES. S.S.2. : - - - - - - HYDROSEED { . . . z .I Underground Service Alert : _ = _ : :� _ : _ _ GRAPHIC SCALE APPROVAL BY THE TRANSPORTATION DEPARTMENT 20 0 20 40 80 IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. Calf TOLL FREE - � - - • • - - � - • - - • - - - - - - • ' Q � 1-800 _ 1 INCH - 20 FT. II� 227-2600 TWO W❑RKING DAYS BEFORE YOU DIG CAPRICE ROAD NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARK, SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN QROFESS/pN APPROVAL BY TRANSPORTATION DEPARTMENT �r,Nosc,�F ENCROACHMENT PERMIT AND/OR A ��`�� q� F� IS FOR LANDSCAPE/IRRIGATION WITHIN THE ��° o� °ONg LANDSCAPE ARCHITECTURE 3 GRADING PERMIT HAS BEEN ISSUED. �� RIGHT-OF-WAY ❑NLY y �� ti California license #2017 COUNTY OF RIVERSIDE KHALED A. OTHMAN 2 — MENIFEE 30— EVANS COURT W m � RECREATION FACILITIES PLANNING THE PRIVATE ENGINEER SICK THESE PLANS 6 RESPONSOLE FOR ASSURING THE ACCURAGI' °C No. 33950 '° / l Z 7 L i OF 10 SHTS. 41635 Enterprise Circle North, suite c JOB, LANDSCAPE IMPROVEMENT PLANS AND ACCEPTA R OF THE DESQ HEREON. IN THE FR OF DISCREPANCIES M61K AF[ER * Exp. 6-30-06 * KHA A. -R.C.E. 33950 DATE Temecula, CA 92590 (951) 296-6802 FAX 296-6803 04--207 COY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE ES 6-30-06 9-30-0� r PLANTING PLAN FILE No. FOR DEIERwIINING AN ACCEPTABLE SOLUHON AND REVISING THE PLANS FOR APPROVAL BY sqT CIVIL A ; s� ap �� PR A"RED BY, 2017 SCALES 1•-,ZO'-0' T ��� � Kv qr � EP R.L.A. N❑. MARK BY DATE APPR. DATE F of CA��F� f of ca��F DATES FOR W.O. COUNTY THE CU. ENGINEER REVISIONS COUNTY RECO MENDED DATE4 DATE 1/06/06 FILE N 36 150 I DIE. VEG. ' 133 PIT. T.`V.' i AS REQ D. WOOD MULCH 278 87 VIB. VS.B.' O 5 GAL. 3 O.C. ESC. F. N.D. 3" MAX, 4" DEEP - 5 GAL 3' O.C. 5 GAL. 6' O.C. 17 Co R.O.W. TYP 5 GAL. 6 O.C. r O ' r f r � m - • _ s - cr) • - r x � O • _ - • _ W W "' M W S/W TYP. z l 225 CAL. V.`L.J.' 0 1 1 T yT 1 W = 1 5 GAL 3' O.C. CRAIG AVENUE AS REQ'D. FES. ARU. 28 POD. GRA_ z v - 1 HYDROSEED - 15 GAL. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - © 6" CONCRETE MOWI TYP., SEE DETAIL 20, SHEET L-9. EX. R.O.W. Z) O WOOD MULCH AS REQ'D. x U I � x ; 4" DEEP 3" MAX, O ,- z_ � Q x 0 . r S/W TYP. I 38' 38' 30 GEL. PAR. R.O.W. TYP- 6' 23' 23' 6' 25 CHI. LIN. 0 15 GAL 105 PAR. TRI. .- .-. O PHO. T. `P.' 77 9' 9' 15 GAL ; 5 GAL. 12 O.C. 6' O.C. 5 GAL. co R.O.W. TYP R.O.W. TYP. � i t - r t _ �Y x J i _ IL �} r ` r - 34 LL U-) iv S/W TYP. W O "' I W Z 11 w LAG. I. 'R.' 2 W 23 CRAIG AVENUE 15 GAL. I Iz - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - EX. R.O.W. Underground Service Alert GRAPHIC SCALE € APPROVAL BY THE TRANSPORTATION DEPARTMENT 20 0 20 40 80 Call; TOLL FREE IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. � d 1-800 1 INCH = 20 FT. 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE- SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARK, SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN QROFESS/py APPROVAL BY TRANSPORTATI❑N DEPARTMENT NDSCgpF Quo F IS FOR LANDSCAPE/ WITHIN THE California license #2017 GRADING PERMIT HAS BEEN ISSUED. RIGHT-OF-WAY ONLY ��° o� °O^Hr '�� LANDSCAPE ARCHITECTURE 4 ENCROACHMENT PERMIT AND/OR A �� �� ,�� o oy COUNTY OF RIVERSIDE � co KHALED A. OTHMAN 2 �,; �� � m / �+ RECREATION FACILITIES PLANNING MENIFEE 30— EVANS COURT THE PRIVATE WESI6IMNG THESE PLANS 6 RESPONSBLE FOR AMTHE ACCURACY CrNo. 33950 � � ( L' d �% � � 0 41635 Enterprise Circle North, suite C JOB; LANDSCAPE IMPROVEMENT PLANS OF 10 SHTS, AND ACCEPTABIM OF THE DESO HEREON. IN THE EVENT OF D6CREPANCIES ARIX AFTER � Exp. 6-30-06 ,� KH D -R.C.E. 33950 DATE � � Temecula, CA 9259 (951) 296-6802 FAX 296-6803 04-207 CRY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPON9BLE IRES 6-30-06 9-30-0� ,_ , P LANTI N G PLAN FILE NO, CiwL s �P PRE AR!�D BY= 2017 SCALES 1 -20 0 FOR DETERMINING AN ACCEPTABLE SOLUTION AND MING THE PLANS FOR APPROVAL BY MARK BY DATE APPR. DATE E OF CA1�F �P $ 64 rgTe of Cx0ldR` _ R.L.A. NO, FOR W.❑. COUNTY gn THE CITY. ENGINEER REVISI❑NS COUNTY RE MMENDED DA E DATE DATES 1/06/06 IFILE N09,f8elffff DC R.O.W. CORSON AVENUE F22LL '/ A N if -- \♦\ `�f \�/'<i a ,, -- I -_-�--�-- -----f �-y/ �I/i------- __--- -- e - -- -- --- -- ---�--�--�--..-... ---- ----�--�-------------- -------- ________ -______-------------------- ------ -t __________- --------- 1MM M �- --------------- ♦♦ " R.O.W. TYP. \_ -- - sw k f ` f R.O.W. TYP. ti�♦ ', i I S/W TYP.- 7 ; CLASS 315 PVC SLEEVE 2 X THE PIPE OR WIRE 28' j 11 f +j i 1 { I BUNDLE DIA. PROVIDE SEPARATE SLEEVES FOR MAIN ! I 1 + LINE, LATERAL AND CONTROL WIRES TYP. 18 1 .I 6 I I Q j4 I j I R.O.W. TYP. ! I � I II I !- 3 O � �i E PRESSURE LOSS CALCS. I + I z I s I UVR-PVC ON SLOPE j Q VALVE 21 A 16 G.P.M. 1 NOTE: MAINLINES, LATERALS, AND IRRIGATION EQUIPMENT ARE I , II j I 45 DEGREE COUPLING # f CONCEPTUALLY DELINEATED FOR CLARITY AND SHALL BE INSTALLED 1 . 90 DEGREE ELBOW EQUIPMENT SIZE P.S.I. LOSS iif WITHIN RIGHT-OF-WAYS AND PLANTER AREAS CONTAINED WITHIN I # PVC BELOW GRADE i I !' CONTROL VALVE METER 1-1/2- " .4 11 4 THE PROJECT BOUNDARIES, TYPICAL '` l 1 iI i I _ I B.P.U. 1-1/2 11.0 I 3{� + 1A 'sl I FLOW METER 1-1/2- .1UP 141 I MASTER VALVE 2 .8 I ' I ' L BALL VALVE 2" .1 I� � \ R.C.V. 1-1/2" 1.5 - 7 VALVE TO UVR-PVC PIPE DETAIL MAIN LINE 2" 4.0 MATCHLINE SEE SHEET 6 F 3 •� �: - S LATERAL LINE VARIES 3.0 I ' ELEVATION CHANGE 0.0' 0.0 f ` EQUIPMENT P.S.I. LOSS 20.9 HEAD OPERATION P.S.I. 30.0 TOTAL P.S.I. LOSS 50.9 AVAILABLE STATIC P.S.I. 60.0 REGULATED P.S.I. (FULL OPEN) RESIDUAL P.S.I. 9.1 IRRIGATION LEGEND PGS NOZZLE SCHEDULE SYMBOL MANUFACTURER MODEL NO. REMARKS - SEE SHEET 8 AND 9 FOR DETAILS & SHEET 10 FOR SPECIFICATIONS IRRIGATION NOTES 1. IRRIGATION SYSTEM IS SHOWN DIAGRAMMATICALLY. LOCATE ALL 8. ALL BRASS FITTINGS TO BE RED BRASS TYPICAL. NOZZLE RAD. G.P.M. P.S.I. RAD. I G.P.M.I P.S.I. PIPE AND EQUIPMENT WITHIN PLANTING AREAS WHEREVER 1 28' 0.5 30 inHUNTER PGS-ADV-XX NOZZLE PER PLAN HALF CIRCLE ROTOR HEAD ON 12" RISER (NOZZLE PER LEGEND EXCEPT AS NOTED) POSSIBLE. 9. USE 3/4" TEFLON TAPE ON ALL THREADED CONNECTIONS. SEE NOZZLE ROTOR 2 29' 0.7 30 0 HUNTER PGS-ADV-XX SCHEDULE HEREON QUARTER CIRCLE ROTOR HEAD ON 12" RISER (NOZZLE PER LEGEND EXCEPT AS NOTED) 2. LOCATE PRESSURE LINES WITHIN 18" OF EDGE OF HARDSCAPE IN 10. IRRIGATION SYSTEMS DESIGNED FROM A STATIC WATER 3 30' 0.9 30 0 RAINBIRD 1804-SAM-8H 8' .52 30 HALF CIRCLE SPRAY HEAD ON 4" POP-UP BODY PLANTING AREAS. PRESSURE 60 P.S.I. CONTRACTOR SHALL VERIFY WATER PRESSSS URE AT WORST CONDITION AND CONTACT 4 32' 1.2 30 0 RAINBIRD 1804-SAM-BQ 8' .26 30 QUARTER CIRCLE SPRAY HEAD ON 4" POP-UP BODY 3. ADJUST ALL HEADS TO AVOID OVERTHROW ONTO WALLS, WALKS, LANDSCAPE ARCHITECT IF ANY INCONSISTENCIES OCCUR. AND WINDOWS. REDUCE RADIUS WITH ADJUSTING SCREW FOR 5 34' 1.6 30 17 RAINBIRD 1804-SAM-5H 5' .2 30 HALF CIRCLE SPRAY HEAD ON 4" POP-UP BODY UNIFORM COVERAGE AND MINIMUM OVERTHROW OF AREA. 11. CONTROL WIRE SCHEDULE: (MAX. LENGTH OF RUNS) 6 34' 2.0 30 0 RAINBIRD 1804-SAM-VAN VAR. VAR. 30 VARIABLE ARC SPRAY HEAD ON 4" POP-UP BODY PER SYMBOL 4. TREE LOCATIONS TAKE PRECEDENCE OVER IRRIGATION PIPING & CONTROL/COMMON NO. 14 N0. 12 NO. 10 NO. 8 7 36' 2.6 30 8 DRIP LINE. STAKE TREE LOCATIONS PRIOR TO TRENCHING PIPE. NO. 14 1700' 2000' 2400' 2700'El ICC-240OM-PED 24 STATION AUTOMATIC CONTROLLER MOUNTED IN PEDESTAL. INSTALL PER MANUFACTURER'S SPECIFICATIONS N0. 12 2700' 3300' 3800' 8 37 3.2 30 5. CONTRACTOR SHALL ARRANGE AND PAY FOR ALL NECESSARY NO. 10 4300 5200 ©© LEIT X4/LEMA 1521S & 4 STATION AMBIENT LIGHT POWERED CONTROLLER W/ LIGHT ENERGIZED SENSOR ACTUATOR (LESA) FOR RAIN SENSOR AND MOUNTING COLUMN CONNECTIONS FOR 120V A.C. ELECTRICAL SERVICE TO NO. 8 6700' 9 38' 3.6 30 LESA 1621/SKIT 8821-4 (MCOLXS). PROVIDE 1 LEMA ACTUATOR FOR EACH REMOTE CONTROL VALVE, ( REPLACES SOLENOIDS - 6 TOTAL). IRRIGATION CONTROLLER. LEIT TOOL 3004 LEIT KEY FOR PROGRAMMING LEIT CONTROLLERS 12. ABOVE WIRING SCHEDULE IS BASED ON THE USE OF A 24 VOLT ICI 2" REDUCED PRESSURE B.P.U. WITH WILKINS 600 HLR PRESSURE REGULATOR, SET AT FULL OPEN, INSTALL IN PLANTING AREA 6. CONTRACTOR SHALL INSPECT THE SITE AND VERIFY ALL AUTOMATIC IRRIGATION CONTROLLER & WIRE SIZE IS BASED ON FEBCO 825-YA-1-1 / CONDITIONS PRIOR TO PROCEEDING WITH ANY WORK. TO ALLOW OPERATING ONE VALVE AT A TIME. ® HUNTER FLOW-CLIK-150 1-1/2" FLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATION FOR ADEQUATE IRRIGATION COVERAGE AS SHOWN ON PLAN, ADJUST DRIP ® HUNTER ICV-201 G 2" MASTER VALVE LINE & SPRAY HEADS TO COMPENSATE FOR ANY CHANGES IN AREA. 13. ALL IRRIGATION SHALL CONFORM TO THE COUNTY OF RIVERSIDE STANDARDS AND SPECIFICATIONS. 0 HUNTER MINI-COCK RAIN SHUT OFF DEVICE. INSTALL ON PEDESTAL, UNOBSTRUCTED BY TREES AND OVERHANGS. 7. TO ENSURE PROPER LOCATION OF IRRIGATION SLEEVE HUNTER ICV-101/151G 1" / 1-1/2" REMOTE CONTROL VALVE INSTALLATION COORDINATE LOCATION OF MAINLINE, DRIP LINES 14. ALL LATERAL END RUNS SHALL BE 3/4' CLASS 200 PVC. ® AMIAD 1-1201 1" DISC FILTER W/ 60 MESH DISC ELEMENT 1A VALVE SEQUENCE NUMBER AND CONTROL WIRES WITH ALL OTHER RELATED TRADES AS REQ. Q - RAINBIRD 44 LRC QUICK COUPLING VALVE N GALLONS PER MINUTE NOT SHOWN BOWSMITH SL220 2 GPH DRIP EMITTER (1 EMITTER FOR EACH SHRUB, 3 EMITTERS FOR EACH TREE). REMOTE CONTROL VALVE SIZE ►� NIBCO UB SERIES PLASTIC BALL VALVE (THREADED) LINE SIZE - TYPICAL PAC. PLASTICS SCHEDULE 40 PRESSURE TYPE MAINLINE - INSTALL WITH 18" MINIMUM COVER PAC. PLASTICS CLASS 200 NON-PRESSURE TYPE LATERAL - INSTALL WITH 12" MINIMUM COVER -------- PAC. PLASTICS SCH. 40-UVR NON-PRESSURE LATERAL UNE-INSTALL ON GRADE W/ ANCHORS AT 7' O.C. ON SLOPES, 10' O.C. ON LEVEL AREAS, SEE DETAILS -------- PAC. PLASTICS CLASS 315 NON-PRESSURE TYPE SLEEVE o SENNINGER PR-0754-30-3/41Fx3/41' 3/4" INUNE PRESSURE REGULATOR ■ FLO-CONTROL 1520-10/1012-10 SWING TYPE OR SPRING TYPE CHECK VALVE. USE SWING CHECK WHEN RCV IS AT THE TOE OF THE SLOPE, �I USE SPRING CHECK WHEN RCV IS AT THE TOP. LINE SIZE BY LATERAL LINE. N E- DURA DRIP LATERAL FLUSH CAP CONSISTING OF A #536-007 3/4" IPS X HT MALE ADAPTER & A #548-007 3/4" HT CAP Underground Service Alert GRAPHIC SCALE C a l l TOLL L L FREE APPROVAL BY THE TRANSPORTATION DEPARTMENT 20 0 20 40 80 v IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. � d 1-800 1 INCH = 20 FT. 227-2600 3` . TWO WORKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARK, SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPART MEW ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN QPOFEss/ONq APPROVAL BY TRANSP❑RTATI❑N DEPARTMENT �p,NDscgof ENCROACHMENT PERMIT AND/OR A Quo F IS FOR LANDSCAPE/IRRIGATION WITHIN THE �� o� D0^�r LANDSCAPE ARCHITECTURE ) GRADING PERMIT HAS BEEN ISSUED. �� 1� o California license 2017 RIGH F-WAY ❑NLY � ti COUNTY OF RIVERSIDE KHALED A. OTHMAN THE FOR A THES E T A THE PRNATE ENGRVESICKE PLANS IS RESP(NISIBLE SSING ACM / W t" RECREATION FACILITIES PLANNING M EN I FEE 30- EVAN S COURT No. 33950 t 1 � 10 �' 41635 Enterprise Circle North, salts C JOBi LANDSCAPE IMPROVEMENT PLANS OF SHTS, AND ACCEPTABILDY OF THE DESIGN HEREON. IN THE E1+ENF OF DISCREPANCIES ARISING AFTER E Exp. 6_30-06 ,F6KHD A. -R.C.E. 33950 DATE � 0 Temecula, CA 92590 (951) 296-6802 FAX 296-6803 04-207 CP APPROVAL OR DURING CONSTRUCTION,THE PRNATE ENGINEER SHALL BE RESPONSIBLE �� CI14L \P E ES 6-30-06 s� 9-0-7 ��� PRE Al*ED BY, SCALES r r IRRIGATION PLAN FILE N❑. FOR DETERMINING AN ACCEPTABLE SOLLIHON AND REVISING THE PLANS FOR APPROVAL BY q �� qrF \E� _ R.L.A. N❑. 2017 1 =20 0 MARK BY DATE APPR. DATE pF SAL\F� of C0 / �ff DATES FOR W.O. C❑UNTY� THE CITY. ENGINEER REVISI❑NS COUNTY REC❑ ENDED DA E ✓ DATE I, Z �uD 1/06/06 FILE N 1-1/2- POTABLE WATER METER- 60 STATIC P.S.i`... 20 G.P.M. MAXIMUM DEMAND ' L1-1 2" REDUCED PRESSURE B.P.U. EX. R.O.W. W/ PRESSURE REDUCER SET ® FULL E OPEN LOCATE IN S14 213� AREA. W _ ! I 1-1/2 FLOW ISENSOR s CLASS 315 PVC SLEEVE 2 X THE PIPE OR WIRE `" _ ' 2" MASTER CONTROL VALVE OO a BUNDLE DIA. PROVIDE SEPARATE SLEEVES FOR MAIN - ' N LINE, LATERAL AND CONTROL WIRES TYP. BALL VALVE NE SIZE TYP. ' m w ! ,;,M EVANS ROAD ` w � I .' � 21A � � W I , ' '/ 19 S/W TYP. �/ 19 + 2 W _. _ _ _ _.__A_.__—___ ___—�_ -_—_-_. _ �T__----------__ __.___. ._a - __ _._ ____ __� _. _ —_ __ __ ___� _-_.___._ _ ,_ _ - ___-� M � Z4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4+ + + + + + + + + + +x x + + + + + + + + + +_ + +- + _+ + + +-4+ + 4+ + + + + + + + + + + + /+ + + + + + + + + + + + + + + + + + + + + t '+ *,4+ + + + + + + + + + + + + x ++ ```� } f V' X x+ + + + 4- - W IR LAJimi F— _ . _._ _ � _ __ _ ._-- —_ _ _- .---.._..� __ —_ _ _ — _ _ _ .— _ -- `� — —— V �4 i7- ♦� -... ___..-. - �"----------€------/-- , ----------- } ---- ---4- 77_7 R.O.W. TYP. ���� ��� '------ ------ -T/ L 7 If i Vlie _ � 13/4 H.G .A. AREA "4 s' ; 30' 30' I I ELECTRICAL PEDES AL FOR IRRIGATION CONTROLLER. MEYERS MODEL E #MEUGI6X-M100/SS 120V W/ TEST ! I 7 ` 711D NOTE: MAINLINES, LATERALS, AND IRRIGATION EQUIPMENT ARE I! !; I BLOCKS { 1 I CONCEPTUALLY DELINEATED FOR CLARITY AND SHALL BE INSTALLED I; ; !I € ► i I ! ! I }/ I WITHIN RIGHT-OF-WAYS AND PLANTER AREAS CONTAINED WITHIN I ( IRRIGATION CONTRER PER LEGEND. I THE PROJECT BOUNDARIES, TYPICAL. I I INSTALLED INSIDE PEDESTAL. € II 1 l 3/4 1 11 I I 4 STATION AMBIENT LIGHT POWERED IRRIGATION 1 RAIN SHUT-OFF DEICE ATTACHED TO -I I I' THE CONTROLLER SHALL BE I CONTROLLER INSTALLED ON A MOUNTING POLE �. , z ' � EX. R.O.W. I UNOBSTRUCTED BY!TREE LIMBS & 7 BRANCHES TYP. '� 1 RAIN SHUT-OFF DEVICE ATTACH TO THE MOUNTING POLE UNOBSTRUCTED j S/W TYP. 0 ! ( { W BY EAVES OR OVERHANGS TYP. I 113 ;3 1 _ 1 _ = BALL VALVE LINE SIZE TYP. 'G'�AP - E ROAD --- (� 2" MASTER CONTROL VALVE _ __- _ _ - _ _ _ _ _ _ _ _1" CED PRESSURE B.P.U. W/ _REDU ' `- __ -' P ESSURE EBI�CER SET ® FULL OPEN I O _ LOCATE INF_S 3U AREA. m 1" POTABLE WATER`'` TER- 60 STATIC P.S.I EVANS ROAD M Q - 13 G.P.M. MAXIMUM D W 5A .; , 20A 6A 7A 8A 1 W t'/ 18 t'/ 17 �'/ 19 o tO S/W TYP. / 19 �n I �'/ 19 m —-- co + + + �+ 1 + + + + + + + + + + + + + + + + , + + + + + + + + + + + + + +� + , + + v+ _ + + +� + + � + + + + + + + + , + + + M+ �+ + +`} w + + + + + + �3/ + + + + + + + + + + + + + 4 + + + + - + _ + + + + _ + + + + __+ + 3/ + +3 + + + + + + + y + - + + + + ^ + + + + + + �3/ + + + + + - + + + _ _ —� / '`\ ` W _lam----------_- -------------------- -------- L ------------ -- _._--®--------.----��2 ------ - - -- -------------------------- i\ ♦'� i . \� 77 _T Q ---_' 8T -------1r----~--------�. �_ --- -=----- ----------------- /2 T� � �/�: r�a�a�--- ----- -�-�--==---�---__ �` �� ;1 W II Q R.O.W. TYP. ~� �� 4 1 + } I 3/4 --+ - I I + II i 1�9 H.O.A. AREA I LA '41 fi i � � � ii� iii•I 1 I ■ `- 3�4 MATCHLINE - SEE SHEET 7 I I PGS NOZZLE SCHEDULE BALL VALVE LINE SIZE TYP. 4 STATION AMBIENT LIGHT POWERED IRRIGATIONS 9� " NOZZLE RAD. G.P.M. P.S.I. CONTROLLER INSTALLED ON A MOUNTING POLE -' I 2 MASTER CONTROL VALVE 1 28' 0.5 30 I ' 1" REDUCED PRESSURE B.P.U. W/ 2 29' 0.7 30 PRESSURE REDUCER SET ® FULL OPEN RAIN SHUT-OFF DEVICE ATTACH I I z,, 3 30 0.9 30 TO THE MOUNTING POLE UNOBSTRUCTED Ir I LOCATE IN SHRUB AREA. Z BY EAVES OR OVERHANGS TYP. I r i I I 4 32' 1.2 30 ICI �: , I 1" POTABLE WATER METER- 60 STATIC P.S.I , 15 G.P.M. MAXIMUM DEMAND 5 34 1.6 30 Underground Service Alert ` 1 1 6 34' 2.0 30 g 1 ; 1 GRAPHIC SCALE RE yo '1C I B C 3/4 61 '��15 7 36, 2.6 30 APPROVAL BY THE TRANSPORTATION DEPARTMENT 20 0 20 40 80 M G C0.«: TOLL FREE ' / t5 !� ----------- 15 8 37 3.2 30 IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. Q -0 0 O —_ y 9 38' 3.6 30 O c� ci 2 2 2 --_- m li- 1 INCH = 20 FT. 227-2600 _ -- -- - - TWO WORKING DAYS BEFORE YOU DIG CAPRICE ROAD NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARK: SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN QROFESS/ONq� APPROVAL BY TRANSPORTATION DEPARTMENT VWDSC'�°F ENCROACHMENT PERMIT AND/OR A �`�� F IS FOR LANDSCAPE/IRRIGATION WITHIN THE ��° o� D0"ur 9,� LANDSCAPE ARCHITECTURE 6 GRADING PERMIT HAS BEEN ISSUED. ;� ��, Co °� °y California license #2017 COUNTY OF RIVERSIDE RIGHT-OF-WAY ONLY �, 1HE PRNAIE ENGINEER SNAG 1HF PLANS IS RESPONSIBLf FOR ASSING THE ACCIY KHALED A.339 07HMAN m W V RECREATION FACILITIES PLANNING OF 10 SHT S. � � LT � ` w MENIFEE 30— EVANS COURT AND AOYA&UTY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING CER No. , CA Enterprise Circle North, site c LANDSCAPE IMPROVEMENT PLANS [�7 � Exp. 6-30-06 „F KHA A. -R.C.E. 33950 DATE � � Temecula, CA 92590 (951) 296-6802 FAX 296-6803 JOB' 04-207 CP APPROVAL OR DURING CONSTRUC110N,THE PRIVATE ENGINEER SRI BE RESPONSIBLE E RES 6-30-06 a-ao-o� IRRIGATION PLAN FILE NO. sT CIVIL ��, %)> �. �,r PRE A ED BY; R.L.A. NO. 2017 SCALE: 1 =20 0 FOR MINING AN ACCEPTABLE SOLUHON AND REVISING THE PINS FOR APPROVAL BY MARK BY DATE APPR. DATE q of c��F�`�� �; �' 9TF OF CAL�F� FOR W.O. COUNTY THE CRY. ENGINEER REVISIONS COUNTY RECOMMENDED DATE DATE �/j��f rATE, 1/06/06 FILE NO9 /_ aco R.O.W. TYP _ 141- ------------ r; - ...- J .......... ( - - -- -_- _ _�-�-�_-� ---------- ---_------_- � - _ _ . - __ -- - ---- Mwco + + + + + + + + *X+1/0 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + _ + + + + + + + + + + + + _____ ,_ W _ + + + + + + + + + + } } /4+ 1+ t ' + + + + + +_ + + + + + + t +- + + ++ +__ + + _ + + + i - _ _ 13A _ _ I _ _ _ _ _._.__. _ _ + + W �12A b 00 19A 11A - - - _ _.�_. _._" .. __..- W / 18 "� 1'/ 20 S W TYP. — ,_. 1 w 11 / t 0A 1 / 18 z �9A I J C4 = 1 "' CRAIG AVENUE - z EX. R.O.W. jfT IS iI } li I vr C NOTE: MAINLINES, LATERALS, AND IRRIGATION EQUIPMENT ARE CONCEPTUALLY DELINEATED FOR CLARITY AND SHALL BE INSTALLED WITHIN RIGHT-OF-WAYS AND PLANTER AREAS CONTAINED WITHIN 1 I III z I � I I 1 THE PROJECT BOUNDARIES, TYPICAL. 1 I I' 4 I f i l S/W TYP. � 3 ;/ I 38' 38' ' II li 6, is 23' 23' 1 6' 9' It ' .j i I I I M I II I I ILOW., ITII i �� ;I ------i _---------- � ------- ------ _ I ---- -------'f q6 M_��_-_ ;- , ---� -- _ _ — ___— - - - � -u - »__ _�-- -------- ------------ L--------------- 1/2 * 11/� /// % / %' i 2 : � .� � ----- w - - _ -------------- - _ --- --- - �� �1 J U o- .... ... . . ... _- -_ -J `f ,/ \ ylp ww7*+7"+ +, + +w 7 m+­+m 7-+ _ __..._.._ . .w. _+ + + + + ++ + + + + M......M M M=,L*L'FY► : .!\./.. + + + + ++ + + + + � . , O LT + + + t + + + + + + ++ + + + + LL 17A �' Q L '/ 16 S/W TYP. ,o °O 16A _____—_ _ ._.__ � � - W 1'/ 16 18A 15A1 W 14A CLASS 315 PVC SLEEVE 2 X THE PIPE OR WIRE - (n In M 1'/ 16 BUNDLE DIA. PROVIDE SEPARATE SLEEVES FOR MAIN WCRAIG AVENUE LINE, LATERAL AND CONTROL WIRES TYP. 1 W z ----- -- - _ -_ _ N BALL VALVE LINE SIZE TYP. ' J EX. R.O.W. N Underground Service Alert GRAPHIC SCALE RE y FAPPROVAL BY THE TRANSPORTATION DEPARTMENT 20 0 20 40 80 Call. TOLL FREE S FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. Q 1-800 U 1 INCH = 20 FT. 227-2600 TWO WORKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARK, SHEET NO. WORK CONTAINED WITHIN THESE PLANS lT A 4SPORTATM DEPARTMENT ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN QPOFESS/pnq APPROVAL BY TRANSPORTATION DEPARTMENT LPIIAi pF �o �o Dory LANDSCAPE ARCHITECTURE 7 ENCROACHMENT PERMIT AND/OR A �Q Fy IS FOR LANDSCAPE/IRRIGATI❑N WITHIN THE �� �p Aid �P�, California license #2017 GRADING PERMIT HAS BEEN ISSUED. COUNTY OF RIVERSIDE y RIGHT- F-WAY ONLY y � to KHALED A. OTHMAN ?, MENIFEE 30- EVANS COURT 10 SHTS. °� �° / t 7�0 L W c RECREATION FACILITIES PLANNING THE PRMMTE BC#UR SIGTIHVG THESE PLANS ES RESPONSI�.E FOR ASSLW THE ACCI�ACY A it W No. 33950 m � >' N -i OF AND ACCEPTABn11Y OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARIS�IG ALTER1635 Enterprise clnrle North, suite c SOB, LANDSCAPE IMPROVEMENT PLANS Exp. 6-30-06 „F KHA A. M R.C.E.-RCE 33950 DATE 0 0 Temecula, CA 92590 (951) 296-6802 FAX 296-6803 04-207 CITY APPROVAL OR DURING CONSTRUCTION,THE PRIVATE ENGINEER SHALL BE RESPONSIBLE S 6-30-06 _ r IRRIGATION PLAN FILE No. ON AND REVISING P F APPROVAL BY sT9 CIVIL P 1�Zs�qT o��,� PR RED BYE '� R.L.A. N0. 2017 SCALES 1 -20 0 - FOR DETERMINING AN ACCEPTABLE SOLUTION EV�NG THE PLANS OR ROV / [DATEiFIR W ❑ COLS TN07�8 H MARK BY DATE REVISIONS APPR. DATE � pF CA1.�F� E OF cA�`F ..THE CITY. ENGINEER COUNTY RECOMM NDED DATE DATE1/06/06 LODGEPOLE PINE STAKE TREE TRUNK (2) LODGEPOLE PINE SHORT BRASS NIPPLE REDUCED PRESSURE BACKFLOW TREE TIE, NAIL TO STAKE STAKES LOCATE OUTSIDE RAIN SHUT-OFF DEVICE, REFER TO PREVENTOR W/BALL VALVES r OF ROOTBALL TYP. LEGEND FOR SPECIFICATION PRESSURE REGULATOR AND TEST COCKS. FACE OF WALL/BLD'G. AND 'Y' STRAINER UNITS SHORT BRASS NIPPLE CINCH TIE, SECURED (SEE IRRIGATION PLAN) — — — � TO STAKE W/GALV. SPREAD ON WALL & NAILS (4 TIES MIN.) NOTE: TOP OF ROOT BALL FIN. GRADE AT SLOPE SECURE W/ANCHORS IRRIGATION CONTROLLER BRASS NIPPLE BRASS ELL SHALL BE 2" ABOVE WHERE APPLICABLE (HEIGHT PER CINCH TIE FINISH GRADE TAPER 1:1 MAX. CUT LOCAL CODES) DETAIL FIN. GRD. AT SLOPE SLOPE AT PLANT PIT REMOVE NURSERY 95% COMPACT LEMEUR ENCLOSURE WHERE APPLICABLE _ STAKE SUBGRADE O I MODEL LBF-86 / � ATPPLANTI PIT SET CUT � / I 4" CONC. I 1 BRASS UNION SET ROOTBALL TIGHT SLAB I TYPICAL J TO FOOTING, REMOVE IRRIGATION CONTROLLER PEDESTAL " / ANY EXCESS TRASH, SEE LEGEND FOR SPECIFICATION T 6 PLANT TABLETS / SET 3" BELOW 6" SLOPE I HOLE AT PLANTING :- :. ARBOR GUARD FIN. GRADE 3" FLAT AREAS ` / LAWN AREA ONLY FIN. GRD. 9. 0 0 / " — — FERTILIZER TABLET(S) PVC I I 6 BASIN-SLOPES J _ —III II=�Fi FINISH GRADE -00 3" BASIN-LAWN =III- I I 6" BASIN PIPE / — — — O III-III I I=I I — III— CONCRETE PAD AS PER CONTROLLER FLOW FINISH GRADE O — I PEDESTAL MANUFACTURERS SPECS. '° Q J FINISH GRADE (SLOPE TO DRAIN) RISER THREADED BRASS O III / I-I I I III I I I I;,,III III- " I—III-III-III—I I I I I I I- O J I— PLANTING TABLETS-3 —III—III=III=III- III- O m -z _ FINISH GRADE BELOW FINISH GRADE -' I I—1 I I=1 I I � ��. .'.- �-: _..�-:-:--_ �- z BACKFILL MIX PVC COUPLING THRUST BLOCK iv III=III— ' ;'; i 1= _ -1 3" PVC ELECTRICAL SWEEP FOR (SxT) TYP. III=I I III=III II= BACKFILL MIX -III=III=III— III=III=III; c� _ _ 2X ROOTBALL �� LOW VOLTAGE CONTROL WIRES BRASS ELLS TYP. I ( III III I 1 III I I I I I III I. —I ( I 'III- 1" PVC ELECTRICAL SWEEP FOR SHORT BRASS NIPPLE TYP. 2X ROOTBALL 110 VOLT POWER WIRES X ROOTBALL TREE PLANTING 2 SHRUB PLANTING 3 VINE DETAIL 4 IRRIGATION CONTROLLER 5 REDUCED PRESSURE L-8 AND STAKING ENCLOSURE L-8 BACKFLOW PREVENTER FINISHED GRADE IN TURF AREAS PLASTIC RECTANGULAR VALVE BOX W/ INSTALL SPRINKLER HEAD FLUSH WITH PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWN LOCKABLE COVER MARKED `VALVE' & FINISHED GRADE IN TURF AREAS HEAT BRAND VALVE STATION 2" HIGH. COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE CHRISTY TAGS EDGE. HEAT BRAND "MV" ONTO LID. LOCKABLE COVER PVC VALVE W/ QUICK COUPLING VALVE PLASTIC BOX POP-UP SPRINKLER HEAD, SPRY OR ROTOR MARKED `WATER' CROSS HANDLE REMOTE CONTROL (SEE PLANS & SPECS) WITH LOCKING COVER Ui SEE LEGEND FOR SPECIFICATION MASTER CONTROL VALVE, SEE LEGEND FOR SPEC. PRESSURE REGULATOR VALVE HEAT BRAND `Q.V.' 2" HIGH 6 VALVE BOX, W/EXTENSIONS SCH. 80 PVC (DRIP ONLY) =III=III= _ — — FINISHED GRADE AS REQUIRED UNION w IN SHRUB AREAS \� z �j \� i/ o vi — _ 111EAIEl � _= 12 MIN. FLUSH IN LAWN �/%//\// � \�/\��\\ � / / / Q � v ~- =I WIRE CONNECTORS FINISH GRDE " 2" S GROUND \\/\ /��/ g \j�\j\\� o _= I — — _ INSTALL SPRINKLER HEAD 1SH / \ / \ \ / \ / z a III III I FINISHED GRADE IN SHRUB _ III=III= COVER / \ �� I III—III- _ _ _ \ / / n \ / o -III=III=�I =I ( 1=III=d AND GROUND COVERS AREAS III—III_ a„ _ / \ / \, _ _ _ VALVE ID TAGS , \/i \\� �i \V � IEI I IEI 11= III=1 I I=1 11= e a B PVC SCH 40 FEMALE i\ x w \��\\\/ / \ — — _ — — \ • ? ? - UNDISTURBED SOIL i Q OUTLET w w I III I I I III I I I I I III—I " ADAPTER, 2 REQUIRED M U) \\/ SCH. 80 PVC — — 0 cD =1 I I=1 I I=1 I =1 I I=III=1 2 MIN. PVC MAINLINE TO FLOW \ NIPPLE — - BRASS NIPPLE 0 w w o ° SENSOR, PIPE PER SPECS. EDGE OF FIXED o w / Q: ° IMPROVEMENTS "�V COUPLING (SxT) 0 0 z PRE-ASSEMBLED TRIPLE SWING JOINT, 00 ° • BRASS OR z z - PVC TYPE WITH 0-RINGED JOINTS, .�8•aREQ'D.) \\' �// %, GALV. ELBOW \\� Q Q MIPT INLEfi AND MIPT"OUTLET BRICK SUPPORTS(4 FLOW /\/\i /\/\ / / \ \ •�°� •° .o �� �, \� \ \i � a a. o LAY LENGTH TO BE 6 MINIMUM (1' BRASS UNION \ ,.-. ... \ //\\//\\/ INLET \//\// \\/\\/ \//\//�i w SIZE AS PER SPRINKLER OUTLET INLET FITTINGS �� \i PVC \\�\\�\ /\\//\\//\ \\//\//\ :. /\\/\ \ 000 TYP. TO OUTLET i. �\ ,\ �. BRASS NIPPLE TYP. PIPE ... .... .�. ..:: ..... :..: :. I� I� I� _.. ,. ; \ < .. NG FITTINGS \ LANDSCAPE FABRIC BRICK SUPPORTS :. ... LATERASCH OL xV SPRINKLER C SxSxT E INLET (SIZE \ 3 REQ'D.) ~ 3/4" ROCK 3 CUBIC FT. \ \ ( ) - ::.- _,. >. ^:.: �, 2 MIN., 4 MAX. � \/\/\ _ _ _. - - o o Q / \ \ SS STL. PVC MAINLINE PIPE FROM �� //�/i ONE CUBIC FT. ONE CUBIC FT. HOSE3CLAMIPSE N MIN. PEA GRAVEL Y-STRINER I� I� NOTE: BACKFLOW PER SPECS. 95% COMPACTED SUMP 3/4" GRAVEL SUMP (DRIP ONLY) ''�—ONE CU. FT., 3/4" GRAVEL = = o INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS SUBGRADE SUPPLY LINE 36" #4 REBAR Y Y Q UNLESS OTHERWISE NOTED. BRICK SUPPORTS g PRIES. SUPPLY LINE FITTING z z USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP—STREAM SIDE OF (4 REQ'D.) LATERAL LINE, SEE SPECIFICATIONS THE MASTER VALVE ASSEMBLY. BRICK SUPPORTS(3 REQ'D.) � N o FOR TYPE AND DEPTH REQUIRED s MASTER CONTROL VALVE BALL VALVE $ REMOTE CONTROL s QUICK COUPLER �0 4� POP—UP SPRINKLER L-$ Z Z � L-8 VALVE _ _ DURA PRODUCTS MODEL #548-007 3/4" PVC FLUSH VALVE DRIP EMITTER PRESS. REGULATOR FEMALE HOSE THREAD CAP WITH 0-RING SEE DETAIL 12 SEE DETAIL 18 SEE DETAIL 15 DURA PRODUCTS MODEL #536-007 3/4" SLIP X - 3/4" MALE HOSE THREAD PVC MALE ADAPTER J. TO 10' ON CENTER TYPICAL RE-BAR J-HOOK SLOPE INSTALL 6" FROM FLUSH ASSEMBLY ULTRA-VIOLET RESISTANT PVC STREET ELLS, 2 REQUIRED SCH 40 UVR PVC EQ. EQ. LATERAL LINES INSTALLED ON FINISHED GRADE, CHECK VALVE 3/4" SIZE AT END RUN EQ SEE DETAIL 15 ULTRA—VIOLET RESISTANT SCH 40 SHRUBS PVC PIPE, SEE PLANS FOR SIZE MAXIMUM LATERAL LENGTH — 200 FEET �— FINISH GRADE -I �I I—) I—I I—I I III—III—III—III= ON SLOPE I I I=1 11=1 11=1 11=1 11=1 I I j El I I=1 I El I la I I I FEI I I-1 I I-1 I I-1 I-III—III—III—I I—III FINISH GRADE �I—III—III—I I I- III=III=III=III=I I I=I I I I I=III=III=III=III I I=I I I=I I MI I I=I III I I III III III I= =III=III=III=III=I I III=) I I=I I i=III= #4 x 18" REBAR J-HOOK, SPACE —III—I I I—I I I—III I I—I I I—I I I—I I I-1 AT 10' ON CENTER MAX, AND ALL CHANGES OF DIRECTION. �I I II I II I II I II I II I II II i II I I I II I II I II I II I II I it I II I II TOE OF NOTE: SLOPE ALL PIPE INSTALLED ON GRADE TO BE SCH 40 ULTRA—VIOLET RESISTANT PVC. NOTE: SPRINKLER HEAD ASSEMBLY TO BE INSTALLED PLUMB. FLUSH CAP TO REMAIN IN PLACE UNLESS FLUSHING DRIP LATERAL LINES. TREE ALL PVC FITTINGS INSTALLED ON GRADE TO BE ULTRA—VIOLET RESISTANT PVC. A HOSE SHALL BE ATTACHED TO MHT MALE ADAPTER WHENEVER FLUSHING TREE EMITTERS PROVIDE 1 4" CLEARANCE BETWEEN PIPE AND J-HOOK TO ALLOW FOR PIPE EXPANSION. OF LINES IS PERFORMED TO PREVENT EROSION OF SLOPE MATERIALS. SEE DETAIL 17 Underground Service Alert / DRIP CONTROL VALVE/WYE FILTER CONTRACTOR SHALL LOCATE FLUSH ASSEMBLIES ON THE RECORD DRAWINGS. SEE DETAIL 8 $FORE yO PROVIDE 1/4" CLEARANCE BETWEEN PIPE AND J-HOOK TO ALLOW FOR PIPE EXPANSION. APPROVAL BY THE TRANSPORTATION DEPARTMENT � Co.((: TOLL FREE IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. IT I 1-500 PIPE ON GRADE 12 DRIP FLUSH ASSEMBLY MAINLINE 2LOXT TRA90 NSITION LLS ASSED A MBLY LONG NIPPLE " 227-2£�00 L-8 L-s 3 POINT TO POINT DRIP IRRIGATION TWO WORKING DAYS BEFORE YOU DIG L-8 LAYOUT (ON SLOPE) I� TM SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARKI SHEET NO, WORK CONTAINED WITHIN THESE PLANS TRANSPRORTATM DEFAR L4B4T ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN QFtOFESS/py� APPROVAL BY TRANSPORTATION DEPARTMENT O �ANDSC,�pF LANDSCAPE ARCHITECTURE 8 ENCROACHMENT PERMIT AND/OR A ��o F IS FOR LANDSCAPE/IRRIGATION WITHIN THE o% DONgl 1P. California license 2017 GRADING PERMIT HAS BEEN ISSUED. '`` ��' RIGHT-OF-WAY ONLY Cl �• °� oy COUNTY OF RIVERSIDE KHALED A. OTHMAN 111E PINE ENGINEERSIGNIIIG THESE PUNS IS RESPONSIBLE FOR ASSURIG 1}iE ACCURACY fd V RECREATION FACILITIES PLANNING OF 10 SHTS. No. 3395o i Z MENIFEE 30— EVANS COURT 41635 Enterprise Circle North, Site C JOBI LANDSCAPE IMPROVEMENT PLANS AND ACCEPIABILII>'OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES AR61K AFIER * EX . 6-30-06 KH D A. -R.C.E. 33950 DATE Temecula, CA 92590 (951) 296-6802 FAX 296-6803 04-207 UTY APPROVAL OR DURING CONSTRUMN THE PEATE ENGINEER SHALL BE RESPONSIBLE p EX ES 6-30-06 _ DETAILS FILE N0. CIVIL / s �� PR A ED BY, SCALE, FOR DETER�INIHG AN ACCEPTABLE SOLUTION AND REVISING THE PUNS FOR APPROVAL BY MARK BY DATE APPR. DATE sT9 OF �p�\F��\P �"� 1 4 0C' r��F OF AL\FO�� - R.L.A. NO, 2017 N/A FOR W.D. COUNTY THE�• ENGINEER REVISIONS COUNTY RECOMM NDED DATE ���'� DATE DATE: 1/06/06 FILE N�.� FLUSH VALVE UVR PVC BUSHING AS REQUIRED LATERAL SEGMENT UVR PVC SST TEE TYP. CONNECTION TO PVC WATER BASIN INSTALLED AROUND PLANT PIT SEE DETAIL 12 SHALL BE LENGTH: "A" LATERAL LINE USING UVR PVC SLIP TEE SCH 40 UVR SST TEE ROOTBALL OF SHRUB, GROUND COVER OR TREE DRIP EMITTER, INSTALL DRIP EMITTER PRESS. REGULATOR UVR PVC LATERAL LINE PIPE SCH 40 UVR PVC REFER TO PLANTING PLANS FOR PLANTING DETAILS SEE DETAIL 15 SEE DETAIL 19 = = LATERAL LINES BOWSMITH EMITTER, SEE BELOW FOR VINES AS REQ'D. SEE DETAIL 19 INSTALL PARALLEL TO SLOPE FACE SCH 40-UVR PVC MAIN LATERAL PIPE UVR PVC LATERAL LINE, 3/4" SIZE +—REBAR J-HOOK 1/2" SALCO FLEX SCH 40 PVC SST TEE SENNINGER INLINE PRESSURE REGULATOR ADAPTER PIPING INSTALL PERPENDICULAR 1/2" SALCO FLEX x12" SALCO FLEX TO SLOPE FACE ADAPTER TYP. SOLVENT WELD CONNECTIONS ADDAPTER TYP. T4"'- PERIMETER PVC CHECK VALVE, USE SWING CHECK FINISH GRADE WALL 6" LONG U-STAPLES TYP. -.ON SLOPE WHEN RCVS ARE AT TOE OF SLOPE AND BOWSMITH DRIP EMITTER, SPRING CHECK WHEN RCVS ARE AT TOP SEE BELOW OF SLOPE, LINE SIZE PER LATERAL EQ. EQ. TYP. SHALL BE LENGTH: �i 1/2" SALCO FLEX ADAPTER i l\���\�\ MID ("A" x 2 + 12 TREE DRIP EMITTER ASSEMBLY TO INCLUDE PVC FITTINGS: EQ. EQ. 6" LONG U STAPLES TYP. EQ. » » SHRUBS UVR PVC MALE ADAPTER 1 1/2 x6 UVR THREADED NIPPLE TRIANGULAR SPACED SHRUBS, 2 1 2"x2" UVR THREADED NIPPLES TREE » SEE PLANTING PLANS FOR / 3 4 SCH 80 PVC BALL VALVE, THREADED, TYPE AND SPACING 2 1/2- UVR THREADED TEE MAXIMUM LATERAL LENGTH - 200 FEET INSTALL ON LOWER 1/3 OF LATERAL LINES 2 1/2 UVR THREADED 90 ELLS TREE EMITTERS 3/4 x 4 UVR SCH. 80 NIPPLE . . / 1 1 2 x8 SALCO FLEX ADAPTER i 1 1/2 x 12 SALCO FLEX ADAPTER SEE DETAIL 17 UVR PVC SST TEE, LINE SIZE X 3/4" EQ. 1 1/2"x 18" SALCO FLEX ADAPTER SDRIP EE DETAIL VALVE/WYE FILTER SHRUBS i ____j _'___......./\ \ BOWSMITH DRIP EMITTER, THREE DRIP \ii EMITTERS SHALL BE INSTALLED PER TREE ,\\� \\ i ' i RE-BAR J-HOOK NOTE: I moo' ��\\\� PIPE SUPPORT DRIP EMITTER SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO PLANT ROOTBALL. TREE PLANTING PER PLANTING PLANS 10 10 FEET ON CENTER MAX. & REBAR J-HOOK NOTE: NOTE: �\�\\\ AT ALL PIPE CHANGES IN DIRECTION. PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH DRIP EMITTER ALL TREES SHALL RECIEVE THE NUMBER OF DRIP EMITTERS SHOWN BELOW. DRIP EMITTER SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO PLANT ROOTBALL. UVR PVC LATERAL TO RCV LINES RUN PERPENDICULAR TO SLOPE AS SHOWN ABOVE. 5, 15 GALLON TREES AND 24" BOX - 3 DRIP EMITTERS MAINLINE B.O.W. NOTE: PVC LATERAL SUPPLY LINES SHALL RUN PARALLEL TO SLOPE WITH DRIP EMITTER VERTICAL LATERAL LINE SHALL BE COMPLETELY FLUSHED CLEAN WITH WATER PRIOR ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT LAYOUTS. DRIP EMITTERS SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO TREE ROOTBALL. LINES RUN PERPENDICULAR TO SLOPE AS SHOWN ABOVE. SEE DETAIL 1-36. SIDEWALK TO THE INSTALLATION OF THE SENNINGER PRESSURE REGULATING VALVES. ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANTING LAYOUT. ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT LAYOUTS. PROVIDE 1/4" CLEARANCE BETWEEN PIPE AND J-HOOK TO ALLOW FOR PIPE EXPANSION. PROVIDE 1/4" CLEARANCE BETWEEN PIPE AND J-HOOK TO ALLOW FOR PIPE EXPANSION. PROVIDE 1/4" CLEARANCE BETWEEN PIPE AND U-STAPLE TO ALLOW FOR PIPE EXPANSION. PROVIDE 1/4" CLEARANCE BETWEEN J-HOOK AND PVC PIPE TO ALLOW FOR EXPANSION. 14 POINT TO POINT DRIP 15 DRIP PRESSURE REGULATOR 1 s DRIP EMITTER 1 TREE DRIP LAYOUT �-g 18 SINGLE OUTLET SHRUB IRRIGATION LAYOUT —g AND CHECK VALVE DETAIL ASSEMBLY DETAIL —g DRIP EMITTER (ON SLOPE) WATER BASIN INSTALLED AROUND PLANT PIT NOTES: _ 1. TOP OF ROOT CONTROL BARRIER MUST BE AT GRADE (NEVER BELOW GRADE). - %` °: - a PAVING FINISH GRADE ROOTBALL OF SHRUB OR TREE 2. POSITION ROOT CONTROL BARRIER AS CLOSE TO STRUCTURE AS POSSIBLE. — — REFER TO PLANTING PLANS FOR PLANTING DETAILSDURING — - 3. N TRUCTION CO S CAN BE PLACED AGAINST OF FORMS. III—I — — — _ - — - S AND BACKFILL COMPACTED II III - — - — - — — CLEAN COMPACTED 0 ACTED A KFI 4. THE RAISED ROOT DEFLECTORS MUST BE FACING TOWARD B C LL THE TREE. BOWSMITH EMITTER AN 1 " ADAPTER - E D 2 D ER III— - �. III „ TO THE DENSITY OF — — — — —III—I — _ III SMOOTH 5. BARRIER TO EXTEND A MINIMUM OF 8 BELOW BOTTOM OF HARDSCAPE. — — 00 H TROWELF EXISTING SOIL FINISH III—I .'�'.�. I—III—I — _ 6. FOR MOST TREES 10-12 FEET OF BARRIER — — - — -E WILL BE ADEQUATE. .Q E :III—III- . I III ,� .':' LATERAL LINES — — — — 1/2 SALCO FLEX ADAPTER TYP. III—III--_ :: -: -: _:": — - — — — LATERAL LINES SEE SPECS. NATURAL GRAY CONCRETE _ _ _ = IN SCH 40 SLEEVE —III=) — _ I—III—I = - — - „ - �- III—III- _ - II:-: I III UNDISTURB ED SOIL 1 RADIUS — - CONTROL WIRES — - -III—III— ==-_-- - FINISH GRADE — I I ..-�:"-." :-'-:: — - — — — — - - — —III—III—:::==-. :FINISHED GRADE „ — — — — — IN SCH 40 SLEEVE — — — _ PRESSURE MAINUNE, SEE N _ __III -" II 6 — — — - — - 1 TURF AREA SPECIFICATIONS -III—III—III =_-`:---:::=:'_-:-:`-:':-:'::-�-�:-:": .: - -::. — EC (CATIONS � �-----•--"-"-":=-:-:- UNDISTURBED SOIL PLANTER AREA PRESSURE MAINLINE —III=III—= _:=:_:==_ :=:: _ CONTROL WIRES, SEE SPECS. = _ — - IN SCH 40 SLEEVE - III—III—I I I :':::: ' .:: '- r_. I 1=1 I :::=:': ::: ____:____ =-: �- a = — _ _ = I. „ =I I=I I (___ =III=I TWICE THPVC E ES TO BE DIAMETER — — — — — — — - - s — :III—III—III— I I—I I —III—I I —III I—III—III—I I—III—I I — — — — - — — — — — — — — E — III- - - - III. d- — _ - — III III III III III °- — —III—III—III—III—I I — — — - - OF THE PIPE OR WIRE I III III III I — — I — i—III_. III III I I II SCH 40 PVC SST TEE BUNDLE CARRIED. DIMENSION — A - _ — — — — — - DETAIL ALSO FOR PIPE CURB OR IM N I D E S ON A —III III—I —III—III III III _ g - III SCH 40-UVR PVC — — — — — — — ROOT „ „ „ „ 1 2 TO 4 IN SIZE 36 36 24 4 INSTALLED IN ROCK SOIL. MOW CURB / MAN T PIP BA RRIER I LATERAL E II— — — —III—I I—III— III III I III =1 ' 1/2„ TO 3„ IN SIZE 24„ 18" 4„ I—III— III III III --: SECT( N— — — — O VIEW - N.T.S.—- W- i � WALK-- 4 REBAR J H K — 00 NOTE: I I „ —III—III— I I— I—I — — 4 4 — � � — TO 6 IN SIZE PIPE SUPPORT - :r: .-•.:: — — - 24 — — - BUNDLE WIRING AN WRAP WITH ELECTRICAL TAPE AT TEN FOOT INTERVALS.� _ D ELEC CAL NTERV I — _ 10 FEET ON CENTER MAX. & I I-1 I I=111=1 I I— I (- _III = ':`:: - -I I I-1 i I—" ' #3 REBAR CONTINUOUS :: III—I I I—i I I _' '� I I I—I I I=I I I=) ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS AT ALL PIPE CHANGES IN DIRECTION. :'; ::: . : ` =-, =I I :: :::::: I INSTALLATION SPECIFICATIONS. —I I—III— I—) I—III—) I I-:.:`. 0o III -::: PVC MAINLINE, PVC LITERAL UNES, AND CONTROL WIRES SHALL BE SLEEVED I M I I=I I I=� _ =I I M I I=I I Mi -::_4 — SECTION VIEW - N.T.S. NOTE: ROOT _ - — BELOW ALL HARDSCAPE ELEMENTS WITH SCH 40 PVC, 2 TIMES THE DUIMETER OF �-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=III= I THE PIPE OR WIRE BUNDLE WITHIN. NOTE: DRIP EMITTER SHALL BE PLACED TO DRIP DIRECTLY ADJACENT TO PLANT ROOTBALL. BARRIER-� c4 _ _ _ ALL CURBS SHALL BE MARKED WITH A "SCORE' MARK TO DESIGNATE SLEEVE 11=III=1 I I=1 I III=1 I I I I=1 I=I I=I I=� :.: ALL IRRIGATION SHALL BE COMPLETELY INSTALLED PRIOR TO PLANT LAYOUTS. �` _ =I I E I I I=III I I=III=I I I I I=I I I=I I I=I I I-_ LOCATION, TYPICAL ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH. I—I I—) I I=I I —I I—I I I I—I I—I I—I I—I I;� _ = I I BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS. INSURE CONTRACTOR SHALL PIPE SITS ROL PROVIDE WDHINFINASH GRADE.LL ADDITIONAL ANCHORS AS REQUIRED TO I �=III-III—� —� I I—III—III—III—. III—III—III- BACKFILL — — — CHANGES OF O DIRECTION GREATER THAN =- -I I=1 NATIVE SOIL PLANPLAN VIEW - N.T.S. 30 DEGREES, UNTIE AFTER ALL ALL MAINUNE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS " —I ' CONNECTIONS HAVE BEEN MADE. INSTALLATION SPECIFICATIONS. PROVIDE 1/4 CLEARANCE BETWEEN J-HOOK AND PVC PIPE TO ALLOW FOR EXPANSION. -'" I ( . CONCRETE MOW CURB �' 1 g SINGLE OUTLET 2° BACKFILL L—g 21 ROOT BARRIER 22 SLEEVE TRENCHING 23 PIPE AND WIRE —g SHRUB DRIP EMITTER L—g —g —g TRENCHING DIRECT SUNLIGHT NOT REQUIRED FOR OPERATION OF CONTROLLER. VERIFY THE FINAL LOCATION OF THE CONTROLLER WITH THE COUNTY REPRESENTATIVE PRIOR TO INSTALLATION. ALTEC LEIT 4000 LIGHT POWERED IRRIGATION CONTROLLER DO NOT EXCEED THE MAXIMUM WIRE RUNS ALLOWABLE FOR THE CONTROLLER. WIRE RUN EQUALS THE LENGTH OF THE COMMON WIRE PLUS THE LENGTH OF THE LONGEST PILOT WIRE RUN. 14 AWG 3,000 FT MAX. RUN 12 AWG 4,600 FT MAX. RUN 10 AWG 7,800 FT MAX. RUN 33" ALTEC MODEL MCOL-4000 33" TALL MOUNTING COLUMN WITH BASE. ALL WIRES ROUTE THROUGH BASE / TUBE. CONCRETE PAD 18" X 18" X 18" BEVEL EDGES FOR DRAINAGE FINISH GRADE i lII I _ .. COMPACTED SOIL ALTEC MOUNTING BASE/ELECTRICAL SWEEP Underground Service Alert FOR LOW VOLTAGE CONTROL WIRES NOTE: SEE TRENCHING DETAIL FOR WIRE DEPTH MORE Y ALL REMOTE CONTROL VALVES USED WITH THE ALTEC CONTROLLER SHALL HAVE THE APPROVAL BY THE TRANSPORTATION DEPARTMENT Call: TOLL FREE SOLENOIDS REPLACED WITH THE APPROPRIATE "LEMA MICROPOWER ACTUATORS". IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. v d EACH BRAND OF RCV USES A SPECIFIC MICROPOWER ACUATORS, SEE THE ALTEC Q / 1-8 0 O LEIT 4000 CATALOG OR CUNSULT THE FACTORY FOR SPECIFICS. n 2 2 7—2 6 0 0 24 LIGHT POWERED CONTROLLER L-9 TWO W❑RKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARK, SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMEW ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN Q<1oFESStpN� APPROVAL BY TRANSPORTATION DEPARTMENT �',ADS cq,,F ENCROACHMENT PERMIT AND/OR A Quo F IS F❑R LANDSCAPE/IRRIGATION WITHIN THE ��� o� DOA�+r 9� LANDSCAPE ARCHITECTURE g GRADING PERMIT HAS BEEN ISSUED. �� California license #2017 COUNTY OF RIVERSIDE RIGH -OF-WAY ONLY y KHALED A. OTHMAN ?, W m c M RECREATION FACILITIES PLANNING MENIFEE 30- EVANS COURT THE PWATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY No. 33950 '° / Z7 p wVIM -� 41635 Enterprise Circle North, Suite C LANDSCAPE IMPROVEMENT PLANS ❑F 10 SHTS. AND ACCEPTAMLR OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES KING AFTER * Exp. 6-30-06 „F KH ED OT AN-R.C.E. 33950 DATE � � Temecula, CA 92590 (951) 296-6W2 FAX 296-6803 U❑B' 04-207 CHY APPROVAL OR DURING CONSTRUCTION, THE PRNAIE ENGINEER SHAH BE RESPONSIBLE CIVIL EX ES 6-30-06 s 9-�7 �� PREPARED BYt SCALES N/A DETAILS FILE N❑. FOR DETERMINING AN ACCEPTABLE SOLUTION AND RNSING THE PLANS FOR APPROVAL BY MARK BY DATE &4 Foe�'�P Z3 D!� 'qrF ocP. �Fo`�`' _ R.L.A. NO. 2017 THE STY. REVISIONS APPR, DATE OF �p�� of CJ,�. rATE= F❑R W.O. C❑UNTY ENGINEER COUNTY RECOM ENDED DATE DATE D1/06/06 FILE N IRRIGATION 9. TESTING AND ADJUSTING SOIL PREPARATION AND PLANTING 5. PLANTING INSTALLATION DAMAGE TO PLANTING AREAS SHALL BE REPLACED IMMEDIATELY. 1. INTENT - TO INDICATE AND SPECIFY A COMPLETE AND EFFICIENT PRESSURE TEST: PRESSURE LINES AT 150 P.S.I. FOR 2 1. ALL PLANTING LOCATIONS SHOWN AND MEASUREMENTS SCALED LAYOUT: PER PLANS WITH FINAL REVIEW AND APPROVAL OF (1) DEPRESSIONS CAUSED BY VEHICLES, BICYCLES, OR FOOT SPRINKLER IRRIGATION SYSTEM, READY FOR USE, WITH ALL WORK HOURS AND NON-PRESSURE LINES AT EXISTING STATIC LINE FROM THE DRAWINGS ARE APPROXIMATE. FINAL LOCATIONS TO BE LOCATIONS BY LANDSCAPE ARCHITECT. TRAFFIC TO BE FILLED WITH TOPSOILS AND LEVELED. AND MATERIAL CONFORMING TO GOVERNING CODES. PRESSURE FOR 2 HOURS. LINES SHALL BE WATERTIGHT WITH NO APPROVED BY THE LANDSCAPE ARCHITECT. REPLANT DAMAGED AREAS. LEAKAGE. EXCAVATION: PLANTING HOLES SHALL BE AS SHOWN ON DETAILS. 2. ALL DIMENSIONS AND LOCATIONS SHOWN ARE DIAGRAM SITE 2. ALL PLANT MATERIALS SHALL BE PROTECTED FROM EXCESSIVE (2) EXTERMINATE GOPHERS AND MOLES AND REPAIR DAMAGE, CONDITIONS AND SHALL BE VERIFIED BEFORE INITIATING WORK. COVERAGE TEST: ADJUST AND POSITION SPRINKLER WIND, SUN, AND ALL OTHER DAMAGE. PLANTING TABLETS: SET THREE INCHES (3") BELOW GRADE: AS ABOVE. HEADS & EMITTERS FOR COMPLETE COVERAGE OF ALL PLANTING 3. ALL WORK SHALL BE INSTALLED IN THE MOST DIRECT AND AREAS. 3. MATERIALS: 1 -5 GRAM PER FLAT PLANT AND/OR CUTTING (3) ON A 15-DAY SCHEDULE, ALL LAWNS WILL BE FERTILIZED WORKMANLIKE MANNER WITHOUT INTERFERING WITH EXISTING OR 1 -21 GRAM PER 1 GALLON WITH 6 POUNDS PER 1,000 SQUARE FEET AND UPON PROPOSED PLANTING OR OTHER WORK AND UTILITY LINES. 10. RECORD PRINTS WIC) TOPSOIL: APPROVED CLEAN SANDY LOAM AND/OR LOAM SOIL, OR 3-21 GRAM PER 5 GALLON COMPLETION OF (60) DAY MAINTENANCE PERIOD APPROVED EQUAL. 5-21 GRAM PER 15 GALLON CONTRACTOR WILL APPLY 10 POUNDS OF POST PLANT 4. IRRIGATION MATERIALS MAINTAIN A SET OF PRINTS DELINEATING AND DIMENSIONING 1 -21 GRAM PER EACH 2 INCH BOX SIZE FERTILIZER (16-8-8) PER 1,000 SQUARE FEET TO ALL LOCATIONS AND DEPTHS OF ALL PRESSURE PIPING, VALVES, SOIL CONDITIONER PLANTED AREAS. VALVE BOXES: AMETEK PLASTIC BOXES SIZES AS REQUIRED. AND GATE VALVES AS WORK IS COMPLETED. RECORD PRINTS SHALL SETTING: SET PLANTS SLIGHTLY HIGHER THAN FINISH GRADE REMAIN ON THE JOB SITE THROUGHOUT CONSTRUCTION. A NITROLIZED SHAVINGS, TERRA BLEND OR APPROVED EQUAL. AND THOROUGHLY WATER IN. 8. GUARANTEE AND REPLACEMENTS PLASTIC PIPING: ALL PRESSURE PIPE, SCHEDULE 40 PVC LEGIBLE REDUCED LAMINATED SET SHALL BE PREPARED AND SOLVENT WELD TYPE, OR BETTER. NON-PRESSURE PIPE, CLASS SUBMITTED TO THE OWNER PRIOR TO FINAL ACCEPTANCE. GYPSUM: BEN FRANKLIN AGRICULTURAL GYPSUM, OR EQUAL. STAKING AND GUYING: TO INSURE SAFETY AND PROPER HEALTH ALL SHRUBS AND GROUNDCOVER SHALL BE GUARANTEED BY THE 200 PVC SOLVENT WELD TYPE, OR BETTER. OF TREE. TIE WITH TIES PER DETAILS. CONTRACTOR AS TO GROWTH AND HEALTH FOR A PERIOD OF HYDROSEEDING PRE-PLANT FERTILIZER: COMMERCIAL (6-20-20) OR EQUAL. SIXTY-DAYS AFTER COMPLETION OF THE SPECIFIED PLASTIC FITTINGS: TYPE I, SCHEDULE 80 PVC. WATER BASINS: AS REQUIRED TO ADEQUATELY WATER TREES AND MAINTENANCE PERIOD AND/OR FINAL ACCEPTANCE BY THE 1. INTENT POST-PLANT FERTILIZER: COMMERCIAL (16-8-8) OR EQUAL. SHRUBS. LANDSCAPE ARCHITECT. ALL TREES UP TO 5 GALLON SIZE SHALL POLYETHYLENE: MOLDED, 85 P.S.I. TO FURNISH ALL MATERIALS, EQUIPMENT, APPLIANCES, AND BE GUARANTEED BY THE CONTRACTOR TO LIVE AND GROW IN AN INSTALLATION OF HYDROSEEDING, COMPLETE IN PLACE. PLANTING TABLETS: AGRIFORM (20-10-5) BLUE CHIP TABLETS. LEVELING: ALL PLANTING AREAS SHALL BE LEFT SMOOTH AND ACCEPTABLE UPRIGHT POSITION FOR A PERIOD OF SIX MONTHS BALL VALVES: PLASTIC BODIED, 125 P.S.I. MINIMUM, HEAVY EVEN. AFTER COMPLETION OF THE SPECIFIED MAINTENANCE PERIOD DUTY TYPE, FEDERAL SPEC, CROSS HANDLE. ALL DIMENSIONS AND LOCATIONS SHOWN ARE DIAGRAM SITE PLANTING BACKFILL: TWO (2) PARTS EXCAVATED SOIL BLENDED AND/OR FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT. CONDITIONS AND SHALL BE VERIFIED BEFORE INITIATING WORK. WITH ONE (1) PART SOIL CONDITIONER. MULCHING: NOTED AREAS SHALL RECEIVE EVEN TWO INCH TREES IN 15 GALLON, OR LARGER, AND ALL FIELD GROWN DRIP EMITTERS: OF MODEL AND TYPE SHOWN ON PLANS. (2") LAYER OF BARK MULCH. SPECIMENS SHALL BE GUARANTEED BY THE CONTRACTOR TO LIVE 2. MATERIALS MULCH: SHREDDED, CLEAN GROUND FIR OR PINE BARK MULCH. AND GROW IN AN ACCEPTABLE UPRIGHT POSITION FOR A PERIOD CONTROL WIRE: DIRECT BURIAL, UL APPROVED; WHITE FOR 6. LAWN INSTALLATION OF ONE YEAR AFTER COMPLETION OF THE SPECIFIED COMMON, BLACK FOR CONTROL; 12 GAUGE MINIMUM SIZE COMMON, HYDROMULCH: SILVA FIBER. APPLY AT 1500 LBS./ACRE. TREE STAKES: TWO INCH (2") BY TEN FOOT (10') LONG SOUND MAINTENANCE PERIOD, AND/OR FINAL ACCEPTANCE BY THE 14 GAUGE MINIMUM SIZE CONTROL WIRE. HYDROMULCH ADDITIVE: ECOLOGY CONTROLS M-BINDER. LODGE POLE PINE STAKES, POINTED ONE END ONLY. SEED PER SUPPLIERS RECOMMENDATIONS ON SETTLED, EVEN AND LANDSCAPE ARCHITECT. APPLIED AT A RATE OF 70 LBS. ACRE. FRIABLE GRADE, AT THE RATE OF 12 LBS. PER 1,000 SQUARE QUICK COUPLING VALVES: SINGLE LUG, TWO PIECE; PER LEGEND. / TREE TIES: BLACK VINYL CINCH-TIES BY BORDEN OR EQUAL. FEET AND TOPDRESS. 9. CLEAN-UP HYDROSEED FERTILIZER: BEST 6-20-20 OR BEST 15-15-15 EXTRA STOCK: SUPPLY OWNER WITH VALVE KEYS, EXTRA TREE GUYS: 12 GAUGE GALVANIZED STRANDED WIRE PER DETAIL. 7. MAINTENANCE UPON COMPLETION OF WORK OF THIS SECTION, REMOVE RUBBISH, EMITTERS, TWO QUICK COUPLING HOSE BIBS, AND MANUALS FOR OR APPROVED EQUAL APPLIED AT A RATE APPROPRIATE FOR PRODUCT. TRASH AND DEBRIS RESULTING FROM OPERATION. REMOVE EQUIPMENT USED. SEED: SEED TYPE AND RATE PER PLAN WOOD HEADERS: CONSTRUCTION ALL-HEART REDWOOD, FREE OF PLANT MAINTENANCE WORK SHALL CONSIST OF APPLYING WATER DISUSED EQUIPMENT AND IMPLEMENTS OF SERVICE, AND LEAVE SEED SHALL BE A NEW CROP, OF PURITY AND KNOTS ON TOP EDGE. ENTIRE AREA INVOLVED IN A NEAT AND ACCEPTABLE CONDITION 5. EXCAVATION (EXCEPT INITIAL WATERING OF PLANTS) WEEDING, CARING FOR GERMINATION RATE STANDARDS OF THE INDUSTRY, FRESH AND PLANTS, EDGING AND MOWING OF LAWNS, AND PERFORMING THE SUCH AS TO MEET THE APPROVAL OF THE LANDSCAPE ARCHITECT, VIABLE, AND SHALL BEAR A GUARANTEED ANALYSIS. PLANT MATERIALS: PER THE CALIFORNIA STATE DEPARTMENT OF FOLLOWING FINAL PLANT ESTABLISHMENT WORK: WITH ALL PAVING, WALKS AND OTHER CONSTRUCTION WASHED- TRENCHES SHALL BE CUT TO FOLLOWING REQUIRED GRADES: AGRICULTURE'S REGULATIONS FOR NURSERY INSPECTIONS OF DOWN AND FREE OF ALL DIRT AND DEBRIS. PRESSURE PIPE AT (18") MIN. COVER; ALL NON-PRESSURE PIPE EQUIPMENT: SHALL HAVE A BUILT IN AGITATION SYSTEM AND RULES AND GRADING. PLANTS SHALL BE SOUND AND HEALTHY, THE ENTIRE PROJECT TO BE MAINTAINED FOR A PERIOD OF (60) ® (12") MIN. COVER; EXCEPT POLYTUBE ® (2") MIN. COVER. OPERATING CAPACITY SUFFICENT TO AGITATE, SUSPEND AND FREE OF DISEASE AND DEFECTS, WELL DEVELOPED OF SIZE CALENDAR DAYS, COMMENCING FROM THE TIME ALL ITEMS OF SPECIAL CONDITIONS HOMOGENEOUSLY MIX A SLURRY CONTAINING NOT LESS THAN 20 NORMAL FOR CONTAINER SIZE AND NOT ROOT-BOUND. 6. PIPE FITTING AND LAYOUT KILOS 44 LBS. OF ORGANIC MULCHING AMENDMENT PLUS WORK HAVE BEEN COMPLETED TO THE SATISFACTION OF THE ( ) UNSATISFACTORY AND UNDER-SIZED PLANTS WILL BE REJECTED. LANDSCAPE ARCHITECT. ALL PROVISIONS OF THE GENERAL CONDITIONS OF THE CONTRACT FERTILIZER, CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 PROTECT PLANTS AT ALL TIMES ACCORDING TO SPECIES. SHALL APPLY TO THE WORK AS IF HEREIN WRITTEN. JOIN AND INSTALL PIPING IN STRICT ACCORDANCE WITH MANU- GALLONS OF WATER. DURING THE FINAL (60) CALENDAR DAY PERIOD ALL PLANTS AND FACTURER'S INSTALLATION GUIDE. INSTALL LINES AWAY FROM SEEDS: PURE, LIVE SEED OF VARIETIES SPECIFIED, FREE OF PLANTED AREAS SHALL BE KEPT WELL WATERED AND WEED FREE 1. ALL EXISTING UTILITY LINES AND IMPROVEMENTS SHALL BE FIXED IMPROVEMENTS AND ALONG EDGE OF PLANTING AREAS. 3. INSTALLATION WEED SEED; GERMINATION AS SPECIFIED. LOCATED PRIOR TO WORK. AT ALL TIMES. WEEDS, DALL.AS, JOHNSON, AND BERMUDA GRASS 7. EQUIPMENT AND INSTALLATION ALL AREAS TO BE HYDROSEEDED SHALL BE WATERED TO A DEPTH 4. SOIL PREPARATION AND GRADING SHALL CBE REMOVED. LAWN IS TO BE MOWED BEFORE IT EXCEEDS 2. CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS OF SIX INCHES (6") PRIOR TO HYDROSEEDING. 3-1/2 IN HEIGHT. LAWN IS TO BE CUT TO NOT LESS THAN 2- AND FEES TO COMPLETE WORK. SET ALL EQUIPMENT TRUE, PLUMB, SECURE, AND ACCESSIBLE FOR ROUGH GRADES AND ROCK PLACEMENT: ESTABLISHED BY OTHER 1/2 AND DURING THE PERIOD OF MAINTENANCE, IT WILL NOT OPERATION AND SERVICING PER MANUFACTURER'S USE HYDRAULIC EQUIPMENT WITH BUILT-IN AGITATION SYSTEM SECTIONS. BE ALLOWED TO EXCEED 3" IN HEIGHT. COLLECT GRASSCLIPPINGS DURING MOWING OPERATIONS AND REMOVE FROM SITE 3. CONTRACTOR SHALL BE INSURED FOR LIABILITY AND PROPERTY . RECOMMENDATIONS AND PER DETAILS SHOWN. STANDARD TO THE INDUSTRY. DAMAGE. THE ENTIRE PROJECT SHALL BE CARED FOR SO THAT A NEAT AND 8. BACKFILLING USING HYDROMULCH PULP AS A GUIDE, SPRAY THE SOIL WITH A SOIL CONDITIONING: THOROUGF LY INCORPORATE THE FOLLOWING CLEAN CONDITION WILL BE PRESENTED AT ALL TIMES, TO THE 4. CONTRACTOR SHALL ADEQUATELY PROTECT ALL EXISTING UNIFORM VISIBLE COAT OF SLURRY UNTIL A COMPLETE EVEN INTO THE TOP SIX(EXCLUDING 2:1 SLOPE AR IAS)INCHES (6 J, OF ALL LAWN AREAS. SATISFACTION OF THE LANDSCAPE ARCHITECT. MATERIAL: SUITABLE FILL SOIL FREE OF LARGE ROCKS AND COVERAGE OF THE AREA IS ACHIEVED. AFTER EACH CUTTING, THE EDGE OF THE GRASS SHALL BE PROPERTY. CLODS. SOIL CONDITIONER - 4 C.Y. TRIMMED TO A NEAT AND UNIFORM LINE. LAWN EDGES SHALL BE 5. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP PRE-PLANT FERTILIZER - 8 LBS. MAINTAINED IN A NEAT CONDITION UNTIL ACCEPTANCE OF WORK. FOR ONE YEAR. (EXCEPT AS NOTED) BACKFILL: TRENCHES SHALL BE COMPACTED TO AT LEAST 85% OF GYPSUM-PER SOIL TEST THE MAX. RELATIVE DENSITY AS DETERMINED BY THE ASTM D- WETTING AGENT - PER SOIL TEST WORKMEN SHALL NOT BE ALLOWED TO WALK ON LAWN AREAS 6. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST 1557 EXCEPT BACKFILL IN TRENCHES LOCATED UNDER A.C. PAVED PER 1,000 SQUARE FEET. UNNECESSARILY BEFORE, DURING OR AFTER PLANTING. DAMAGED GRADE QUALITY AND SHALL BE IN PRIME CONDITION. AREAS AND/OR ANY TRAFFIC AREAS IN WHICH CASE TRENCHES OR COMPACTED LAWN AREAS SHALL BE RE-CULTIVATED AND SHALL BE COMPACTED TO 90%. BACKFILL SHALL BE SUBJECT TO REPLANTED, AT THE CONTRACTOR'S EXPENSE. 7. WORK SHALL BE PERFORMED WHEN WEATHER CONDITIONS PERMIT TESTING BY THE SOILS ENGINEER. DEEP WATERING: DEEP WATERING LEACH ALL PLANTING AREAS TO SATISFACTORY RESULTS. EIGHT (8) INCHES MINIMUM DEPTH. IN ORDER TO EXPEDITE THE PLANT ESTABLISHMENT WORK, THE SETTLING: PROPERLY WETTED AND TAMPED TO A FIRM FINISH CONTRACTOR SHALL MAINTAIN A SUFFICIENT NUMBER OF MEN AND 8. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPROVED GRADE WITH NO FUTURE SETTLING. FINAL GRADING: ENSURE POSITIVE DRAINAGE OF PROJECT AREA ADEQUATE EQUIPMENT TO PERFORM THE WORK HEREIN SPECIFIED METHODS AND STANDARDS AS SET FORTH BY THE CALIFORNIA WITH ALL AREAS LEFT SMOOTH AND EVEN AND FREE OF ROCKS, AND FROM THE TIME ANY PLANTING IS DONE UNTIL THE END OF COUNCIL OF LANDSCAPE CONTRACTORS, UNLESS OTHERWISE CLODS AND DEBRIS. FINISH GRADE SHALL BE ONE INCH (1-) THE FINAL (60) CALENDAR DAY PERIOD. INDICATED OR SHOWN. BELOW ADJACENT FLATWORK AND CURBS EXCEPT LAWNS SHALL BE FLUSH. THE CONTRACTOR MAY BE RELIEVED FROM MAINTENANCE WORK 9• ALL WORK SHALL BE IN FULL COMPLIANCE WITH ALL GOVERNING WHEN THE FINAL (60) CALENDAR DAY PLANT ESTABLISHMENT CODES AND REGULATIONS. WORK HAS BEEN SATISFACTORILY COMPLETED TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. 10. ALL AREAS SHALL BE LEFT CLEAN, FREE OF DEBRIS AND WASHED DOWN. 11. LANDSCAPE ARCHITECT RETAINS OPTION TO REQUIRE THAT CONTRACTOR RECEIVE A FIELD OBSERVATION OF EACH OPERATION AND MATERIAL PRIOR TO INCORPORATION INTO THE WORK. Underground Service Alert 12. CONTRACTOR SHALL USE ANY MEANS NECESSARY TO PROTECT ALL pRE y APPROVAL BY THE TRANSPORTATION DEPARTMENT PLANTED AREAS FROM FOOT TRAFFIC INCLUDING BUT NOT Co.((: TOLL FREE IS FOR THE AREA WITHIN THE RIGHT-OF-WAY ONLY. LIMITED TO STAKES & WARNING TAPE. 6-4 1-800 227-2600 TWO W❑RKING DAYS BEFORE YOU DIG NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ARCHITECT BENCHMARKi SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ALHAMBRA GROUP TRACT 30554 IP NO. 050010 SHALL NOT COMMENCE UNTIL AN pPOFESS�pN APPROVAL BY TRANSPORTATION DEPARTMENT �ANDSCgpF ENCROACHMENT PERMIT AND/OR A ���`�� F� IS FOR LANDSCAPE/IRRIGATI❑N WITHIN THE ��o 'a� DO ',per LANDSCAPE ARCHITECTURE O GRADING PERMIT HAS BEEN ISSUED. y California license #2017 COUNTY OF RIVERSIDE W m RIGHT- F-WAY ONLY � ��, � RECREATION FACILITIES PLANNING THE PRNAIE ENgNEER SIGNING THESE PLANS RESPONS�LE FOR ASSUR�G THE ACCURACY 'HALED A. 00THMAN , Z 7l -� MENIFEE 30- EVANS COURT No. � `� -4 41635 Enter rise Circle North, suite C JOB, LANDSCAPE IMPROVEMENT PLANS OF 10 SHTS. AND ACCEPiABIIDY OF THE DESIGN HEREON. IN THE EVENT OF D�CREPANaES ARISING AFIDt Exp. 6-30-06 ,� KH D A. Hwt R.C.E. 33950 DATE Temecula, CA 9259 (951) 296-6802 FAX 296-6803 04-207 CR APPROVAL OR DURING CONSTRUCTION,THE MATE ENGINEER SKI BE RESPONSIBLE ES 6-30-06 9-30-o� SPECIFICATIONS FILE N❑. s clvll_ Q �, 0�' PRE ED BY 2017 SCALES N/A FOR DETER�IINING M ACCEPTABLE SOLD➢ON AND REVISING THE PLANS FOR AP PR(NAL BY MARK BY DATE T9jF Fo��� l.• � _. � �rF �" R,L.A. N❑. THE CP. REVISIONS APPR. DATE OF CALF OF CA1. DATES FOR W.O. C❑UNTY ENGINEER COUNTY RECOMIIENDED DATE DATE 1/06/06 FILE NV,7;?-N#1 NEWPORT RD TRACT NO. 30064 Q Q 21+00 2%+2>� - - - - - - - - - - - - - - - - - - - - - - - O �4+��� - 25+OC +�,0 - - - - - - - co - - -_ 3 - n -- - _+ - Q J I 1 +00 + �2+00 I �3+0o �0 � �4+�` 35+00 36+n�,, 6 -- > T CO SON AVE. (S E SHEET 2) ----- W O - - - - - - Nj HOCCAN 0 + — — - D RD. m w 0 1 5 � S o 12 3 + N PARCEL 2 11 10 9 PER PM 15/80 ILJ 13 CORSON AVE. PARCEL MAP NO 6088 > e/ PARCEL 3 V �' i + I jQ CD PER PM 15/80 _� ��, o ���� U 80 0 40 80 160 PARCEL MAP NO 6088 _ � � 30+00 2g , Oo TRACT BOUNDARY z 6LENA DRIVE 6 0 ORIGINAL SCALE: 1 "=80' CRAIG AVE. W 1`� PARCEL 1 / PER PM 65/61 1 J 16 1`7 18 _0 5 PARCEL MAP NO 11586 GARBANI ROAD o 8'1� 88 N VICINITY MAP POND B + 1 0 1 0' - O NOT TO SCALE N o SECTION 9, TOWNSHIP 6S, RANGE 3W OF THE SAN BERNARDINO BASE & MERIDIAN PARCEL 4 fill 23 22 21 20 19 0 4 RIVERSIDE COUNTY, CALIFORNIA PER PM 76/97 I� PARCEL MAP NO 14239 0 + LEGEND i 0 3 0 TRACT BOUNDARY +00 �o 12\0 °� 13+o0 PARCEL 1 .� VELIA COURT` co 0 PER PM 103/16 CENTER LINE PARCEL MAP NO 15811 2 CURB AND GUTTER \ 5 � II 0 rii ar rir EDGE OF EXISTING PAVEMENT 26 2'7 28 o li GENERAL NOTES OPEN SPACE 3 1. TRAFFIC STRIPES, PAVEMENT MARKING AND RAISED PAVEMENT MARKERS PER CALTRANS TRAFFIC MANUAL, i 30 j J STANDARD PLANS AND SPECIFICATIONS, LATEST EDITION. + _ 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED ON 4 X 0 BRIARLEA RD. 4" WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON THE PLAN. 0 "� 11+0 12 00 13+00 14\0 3. ALL STRIPE, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS FOR PAVEMENT MARKINGS 31 O BRIARLE - SHALL MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. ALL STRIPING AND MARKING DETAIL SHALL j 45 / � 6 MATCH CALTRANS STANDARD PLAN DETAILS. 4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SAND BLASTING OR GRINDING. 43 \ \ CONFLICTING SIGNS AND RAISED PAVEMENT MARKERS SHALL BE REMOVED. ALL REMOVALS OF SIGN AND MARKINGS POR. PARCEL 4 �� 46 32 0 00 +' SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. OF PARCEL MAP 7521 - 1 0 5. PAINTED TRAFFIC STRIPES AND PAINTED PAVEMENT MARKINGS (IF ALLOWED) SHALL BE APPLIED IN TWO COATS. PAVEMENT MARKINGS SHALL BE APPLIED IN THERMOPLASTIC FORMAT UNLESS APPROVED OTHERWISE. - ' + 87 S 6. ALL REMOVED SIGNS SHALL BE SALVAGED AND DELIVERED TO THE COUNTY YARD AT 2950 WASHINGTON ST. AS r TRACT BOUNDARY o N DIRECTED BY THE COUNTY INSPECTOR ON THE JOB SITE. �j 42 PARCEL 1 7. THE COUNTY INSTALLS SIGNS, AND PAINTED LANE LINES. INSTALLATION OF SIGNING AND STRIPING SHALL BE IN 33 86 w PER PM 102/63 ACCORDANCE WITH THE APPROVED PLAN WITH ALL INCURRED COSTS BORNE BY DEVELOPER. THE COUNTY RESERVES h = ci PARCEL MAP NO 15837 THE RIGHT TO REQUIRE ALL WORK TO BE DONE BY THE CONTRACTOR. U + 8. RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR IN ACCORDANCE WITH w THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN. INSTALLATION SHALL BE COMPLETED WITHIN 0 POR. PARCEL 4 55 \ 4Q 41 34 + SEVEN WORKING DAYS OF THE ROADWAY STRIPING. RAISED PAVEMENT MARKERS ARE TO BE INSTALLED ON OF PARCEL MAP 7521 - o 85 ROADWAYS WITH "EXPRESSWAY" OR "ARTERIAL" CLASSIFICATIONS ONLY. 56 \ 54 O POND A I a0 9. ALL NEW SIGNS SHALL CONFORM TO THE FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD) 2003 EDITION, AND THE MAY 20, 2004 CALTRANS MUTCD _ % \ O w CALIFORNIA SUPPLEMENT. SIGN CODES WITHIN PARENTHESES SHALL REFER TO THE SIGNS CONTAINED IN THE MUTCD \ 49 0_ 4 E E O 35 + CALIFORNIA SUPPLEMENT. ALL OTHER SIGN CODES SHALL REFER TO THE 2003 MUTCD. ALL SIGN SIZES SHALL B -- - o C� 84 Q THE STANDARD SIZE SHOWN IN THEIR RESPECTIVE PUBLICATIONS UNLESS NOTED OTHERWISE ON THE PLAN. - - - - - T� U W 57 IO 53 — U - ��0 �0' 39 - _ CONSTRUCTION NOTES & UANTITIES ALL SHEETS - -- - - 6362 83 BY CONTRACTOR BY COUNTY POR. PARCEL 4 61 I 60 8 �� ¢ ! % + 1� INSTALL STOP SIGN R1-1 11 EACH OF PARCEL MAP 7521 5� 10 2 INSTALL W14-1 SIGN (DEAD END) 1 EACH 15�18 �1 18'18 10 + ' 5 V' — Io' 38 37 5 2 3 EACH 1 56' o PARCEL 4 ( INSTALL R2-1 (25) SIGN 82 PER PM 65/61 EACH 4 2 EA - - 1 INSTALL - SIGN 64 - 1 +;_�2 . _ ���n o h - r T J S ALL R2 1 (40) S G 11+�,� �� - � �, O 11586 3 EACH � I PARCEL MAP N 1 L� r� 1 + 4+ ._Ic. _>+J 16+00 17+00 r2 1 + O5 STREET NAME SIGNS PER COUNTY STD. 816 A ELINA DRIVE o © APPLY THERMOPLASTIC STOP BAR AND STOP LEGEND PER CALTRANS DETAIL A.24D & A24E 8 EACH - - / l _ 7 RIPE PER CALTRANS DETAIL 8 2150 LF POR. PARCEL 4 � � - , �' I I I O PAINT 4 SINGLE WHITE DASHED LANELINE STRIPE \ 615 _ 1 OF PARCEL MAP 7521j l 1 5 \ 8 PAINT 4 DOUBLE YELLOW LINE PER CALTRANS DETAIL 21 2611 LF i � I I 0 66 �� 68 69 " 0 r1 � +� �`� � �3 �4 �5 � � I � \ 80 � I I ® PAINT 4 WHITE ED��E LINE PER CALTRANS DETAIL 276 1360 LF 6"7 '7 6 `7 3 r8 �� �� �� 10 APPLY THERMOPLASTIC TURN ARROW PER CALTRANS A24A TYPE IV 3 EACH r9 5 23 15' 11 APPLY THERMOPLASTIC "ONLY" LEGEND PVMT MARKING PER CALTRANS A24E 2 EACH � s r o REMOVE SANDBLAST EXISTING STRIPING 3073 LF d01S _ 12 — — 58+\ 'r �� — - 13 PAINT 8" CHANNELII_ING WHITE LINE PER CALTRANS DETAIL 38A 250 LF + 6o+0n _-+J 64+00 65 . 0 v CRAIG AVENUE (SEE SHEET 3) - -~ J + w F; < r n � �+ 6 '+ 14 CLASS 2, TYPE F DELINEATOR PER CALTRANS A73C 3 EACH r � V 6 - - + b8+00 q �0 +00 71 +00 - +00 +_6�+ 0 � 7n 1� .,� � \+OU o 74+ 75+\ \+4 s 3 INSTALL W9-1 SIGN (RIGHT LANE ENDS) 1 EA INSTALL CALTRANS R4-7 & OM1-3 SIGNS 4 EA Underground Service Alert T.M. N0. 30142 - - TRACT BOUNDARY \ 17 INSTALL W3-1 (STOP AHEAD) SIGN 2 EA T.M. NO. 30142 • � Call: TOLL FREE 18 INSTALL W4-2 SIGN 1 � m -800 ± 19 INSTALL R4-1 SIGN (DO NOT PASS) 1 EA 227-2600 0 2® APPLY THERMOPLASTIC LANE REDUCTION ARROW 3 EA TWO WORKING DAYS BEFORE YOU DIG 21 INSTALL R3-7 (LEFT LANE MUST TURN LEFT) SIGN _ 2 EA NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE SEAL - ENGINEER: BENCHMARK 600-23-68 TRACT 30554 I.P. NO. 050010 SHEET NO. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ? ESS/ ROFESS/p P. J. SPOOR & ASSOCIATES INC. (RIVERSIDE COUNTY DESIGNATION). TRANSPORTATION DEPARTMENT P "q� LOCATED FROM THE INTERSECTION AND/OR A GRADING PERMIT HAS BEEN ISSUED. - ° F APPROVED BY: Q`S° F OF MURRIETA RD. AND GARBONI COUNTY OF RIVERSIDE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR - �i Engineering/Land Ileveloprrtent Consztltants RD. 0.35 MILES EAST ON ONSITE KHALED A. OTHMAN FREDERICK J. SPOOR ASSURING THE ACCURACY AND ACCEPTABILTY OF THE DESIGN m 4885 W. 92nd Place (720)540-7324 GARBONI RD, 241 SOUTH OF HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY Na. 33950 / � Z7 l No. 41654 Westminster, CO 80031-6314 Fax (720)540-7325 THE ENTRANCE T M OF A ROCK SIGNING & STRIPING PLANS 3 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER _ * Exp 6-30-06 ,� A R.C.E. 33950 D TE * Exp. 12-31-2007 ,� PREPARED BY: ANDOaONCRETESSCH00L BELL ONSITE SIGNING PLAN OSHEETS SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE CIVIL / avlL MONUMENT. A BRASS DISK IN RESOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE �,;qRK BY DATE APPR DATE STq ``P ®� STq P ' - y� �zz',ds� TOP OF CONC POST. ELEV.- FOR: W.O. COUNTY9 8, IV COUNTY, PRIOR TO CONSTRUCTION OF SUBJECT FACILITY. , ENGINEER COUNT`, ca��F RECOMMEND BY DATE of ca��F FREDERICK J. SPOOR R.C.E. 41654 DATE 1519.997 (NGVD 29 DATUM) FILE NO SEE SHEET 3 OF 3 JL 0 EXISTING R/W �14' 12' PI2 ' Co � � �CDC cc 00 80' � 03 16 1 0 1 3 —' 0 EXISTING R/W D SOLID DOUBLE YELL W, PER 5 1 30' 30'5 CALTRANS FIG. 6-4, DETAIL 21. 40 0 20 40 80 IT1 5 PROP. R/W 1 7 dOIS 16 M 9 ORIGINAL SCALE: 1 "=40' r T.M. No. m ea LL- ju Lv 6 EVANS RD N 8 m 8 J z wo 9+00 10 00 11+00 12+00 13+00 - J N00°0 '29"W c� 14+00 15+00 16+00 17+00 18+00 o CL—CL INT ,�, -. , — INT. - — -, L CL - , ( 9. O CR^,�;a�TA: -7�+�7.5.3_-_ ---- -- - --- ------ ------ -----� ` �. , ,. 9 I STREET D STA. 1 9 8.00 M EXISTING �, EVANS STA: 10+00.00 -- - — 1:- ,, _ - _Eb!A1 �1 _ LL- DIRT ROADLd m 6 9 f ,- Ljj Cn - - rn o ,S EXISTING R/W TEMPORARY AC CUR EXISTING R/W SIV 1 5 _ EXISTING STOP SIGNAND STOP BAR TO REM EXISTING REMAIN 11' � - R/W li r ' v` I 44' 44> � _ - r' i I + I - _ o EXISTING '_,W _ I r SEE BELOW I I I I w I 0 � + I I O 0 0 v - O I -�� ` z CONSTRUCTION NOTES CIO �d - -- � < z T.M. NO. 30064 .P. NO. 030118 m INSTALL STOP SIGN R1-1 cW ,II 5 INSTALL W14-1 SIGN (DEAD END) PROP. R 1 j O3 INSTALL R2-1 (25) SIGN ois 6 ® INSTALL R2-1 (40) SIGN w O5 STREET NAME SIGNS PER COUNTY STD. 816 -,, + - _ - - - © APPLY THERMOPLASTIC STOP BAR AND STOP LEGEND PER _ _ _ 0o CALTRANS DETAIL A24D & A24E O O7 PAINT 4" SINGLE WHITE DASHED LANELINE STRIPE PER CALTRANS DETAIL 8 Z 8 EVANS ROAD CA 0 6 0 ® PAINT 4" DOUBLE YELLOW LINE PER CALTRANS DETAIL 21 4=6- N W O 18+00 19+00 -�-�-0Q-NQ °05'29"W U! 21+00 22+00 3+00 24+00 25+00 O PAINT 4" WHITE EDGE LINE PER CALTRANS DETAIL 27B _ N00°05'29"W 10 APPLY THERMOPLASTIC TURN ARROW PER CALTRANS A24A TYPE IV D O VMT MARKING PER CALTRANS A24E � 9 � � - 1 E.O.A PER TM 30064 1 APPLY THERMOPLASTIC ONLY LEGEND 5 1 REMOVE (SANDBLAST) EXISTINGSTRIPING �o Ld - - �- 13 PAINT 8" CHANNELIZING WHITE LINE PER CALTRANS DETAIL 38A CLASS 2, TYPE F DELINEATOR PER CALTRANS A73C f TEMPORARY AC CURB CL-CL IN 15 INSTALL W9-1 SIGN (RIGHT LANE ENDS) fl + EX. R/W EVANS STA: 23+32.86 (STA 10+00 BY OTHERS) EX. R/W 16 INSTALL CALTRANS R4-7 & OM1-3 SIGNS 1 CORSM-STA 3�+46.01 0 INSTALL W3-1 (STOP AHEAD) SIGN 30' 18 INSTALL W4-2 SIGN EX. R/W ' s 19 INSTALL R4-1 SIGN (DO NOT PASS) ® APPLY THERMOPLASTIC LANE REDUCTION ARROW 21 INSTALL R3-7 (LEFT LANE MUST TURN LEFT) SIGN Ww II CL—CL INT. T.M. NO. 30064 Ex R/W w N CORSON STA: 31+99.52 I.P. NO. 030118 F- o STREET A STA: 32+77.04 50, 50 z Z W o Z REMOVE STRIPING (EXIST.) EXISTING SINGLE DASHED YELLOW Q 0- -PROP. R/W WITHIN INTERSECTION (PER CALTRANS FIG. 6-1, DETAIL 1) N � _ PER TR30064 EX R/W TO REMAIN co - e/ Q CN Ln o - - - - -- - - - - W 00 +00 N CORSON z 29+00 30+00 ` ' 31+00 AVE N 33+00 34+00 35+00 N I I N8i *35'43"W 36+00 N N I� ----- — ----------- -- `�' CL—CL INT 0 6 EVANS STA: 23+32.86 0 + CORSON STA: 36+46.01 TEMPORARY AC CURB — �— x 6 0 W \ 4--1 ,^--\ � --1_—.,��__\. lei_-1 150 TAPER ® 29:1 AT � / PROP. R/W SIYf Y + -�. �Y CS Z v° 56 1 TM Underground Service Alert �11Q2 1 0 18' 1 5 5 - M EX R/W „ y' 9 o� W 15 - dy ® Call: TOLL FREE I Q 1 —800 I �� Z N 50, 44' 1 ;n 227-2600 1 32 - {' to _ y TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE SEAL - ENGINEER: BENCHMARK 600-23-68 TRACT 305U U. NO. 050M SHEET NO. NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT , QESS/ TRANSPORTATION DEPARTMENT PROFESS POOR & ASSOCIATES INC (RIVERSIDE COUNTY DESIGNATION). AND/OR A GRADING PERMIT HAS BEEN ISSUED. o F. J.• " ' , LOCATED FROM THE INTERSECTION COUNTY OF RIVERSIDE2 APPROVED BY: OF MURRIETA RD. AND CARBONI OFFSITE THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR �� Engineering/Land Development Consultants RD. 0.35 MILES EAST ON KHALED A. OTHMAN � � FREDERICK J. SPOOR ASSURING THE ACCURACY AND ACCEPTABILTY OF THE DESIGN m �, �, 4885 W. 92nd Place (720)540-7324 CARBONI RD, 241 SOUTH OF �± HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY No. 33950 / / Z►7 ZO NO. 41654 Westminster, CO 80031-631 4 Fax (720)540-7325 THE ENTRANCE TO MENIFEE SIGNING & STRIPING PLANS 3- APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER * Exp. 6-30-06 LE OT N C.E. 33950 DAT # Exp. 12-31-2007 ,� PREPARE BY: SCHOOL, 1' WEST OF A ROCK OF SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE AND CONCRETE SCHOOL BELL EVANS ROAD & CORSON AVE. SHEETS CIVIL CIVIL MONUMENT. A BRASS DISK IN RESOLUCOUNTYTION PRIOR AND REVISING CONING THE EION PLANS FOR APPROVAL FACILITY.BY THE MARK BY DATE APPR DATE q>� ca��F `P L 3 sTq� \F ``P �Z/7- ds TOP OF CONC POST. ELEV.- FOR: W.O. COUNTY ENGINEER COUNTY RECOMM ND BY ATE FREDERI J. SPOOR R.C.E. 41654 DATE 15 �.��7 (NGVD 2� DATUM) FILE N0. IN 7 65 10' 1 66 �! I 40 0 20 40 80 MATCH EXISTING - \ 66 � i� � 3 \ \ ORIGINAL SCALE: 1 =40 CL STRIPING - 68 69 �� \ �/ i o o �" �� 2 r'^ � „ EXISTING TEMPORARY \ \ I 16 ± z p I - ;'CURB TO BE REMOVED NEW P'VMT WILL EXTEND TO CL 5 23' C) 1 J TEMPORARY AC CURB ; 289' TAPER ® 22: 1 - 19 12 REMOVE EXISTIN EDGE STRIPING 2 5 - PROP. R/W 1 O - - , 18 14 _ 16Q 14 \ 6 - --- 8 8 —� 7© o Ln LIJ - 58+\ 5�,+nn 8 CRAIG AVE 7 8 � _ 60+00 61+00 62+00 -- S88`56'52'F 63+00 w 64+00 65+00 CD 0 - - 66+00 67+00 W TAKE `v 1W TURN--BAY 0 --- - -- g -- - EXISTING PVv1T �� 120 N - - 0 LLJ - - - - Ld T.M. NO. 30142 / 12 CL-CL INT. 1©REMOV EXISTING R/W REMOVE EXISTING LANE STRIPING STREET F STA: 10+00.00 EXISTING STRIPING TO REMAIN TO STA: 65+83.39 NOTE: SOUTH HALF OF CRAIG WAS NOT BUILT R3-7 "L ACCORDING TO RIVERSIDE COUNTY SECONDARY HIGHWAY STANDARDS WITHIN THE R/W. THEREFORE PAVEMENT WIDTHS ON SOUTH HALF ARE NON-STANDARD. CONSTRUCTION NOTES OINSTALL STOP SIGN R1-1 O2 INSTALL W14-1 SIGN (DEAD END) 30 INSTALL R2-1 (25) SIGN ® INSTALL R2-1 (40) SIGN 50 STREET NAME SIGNS PER COUNTY STD. 816 © APPLY THERMOPLASTIC STOP BAR AND STOP LEGEND PER CALTRANS DETAIL A24D & A24E O7 PAINT 4" SINGLE WHITE DASHED LANELINE STRIPE PER CALTRANS DETAIL 8 SEE SHEET 2 OF 3 ® PAINT 4" DOUBLE YELLOW LINE PER CALTRANS DETAIL 21 ® PAINT 4" WHITE EDGE LINE PER CALTRANS DETAIL 27B APPLY THERMOPLASTIC TURN ARROW PER CALTRANS A24A TYPE IV \ 11 APPLY THERMOPLASTIC "ONLY" LEGEND PVMT MARKING PER CALTRANS A24E \\\ p 12 REMOVE (SANDBLAST) EXISTING STRIPING 74 `i ` - 13 PAINT 8" CHANNELIZING WHITE LINE PER CALTRANS DETAIL 38A Z o } 14 CLASS 2, TYPE F DELINEATOR PER CALTRANS A73C REMOVE EXISTING EDGE STRI LNG 1© Q EXISTING TEMPORA Y W + 15 'INSTALL W9-1 SIGN (RIGHT LANE ENDS) 16 INSTALL CALTRANS R4-7 & OM 1 -3 SIGNS TO BE _ O NEW BP MT WI LL EOTEND TO CL j TEMPORARY AC CURB 4 PROP. R/W 17 INSTALL W3-1 (STOP AHEAD) SIGN 1 \ 18 INSTALL W4-2 SIGN dOIS � EXISTING R/W _� 19 INSTALL R4-1 SIGN (DO NOT PASS) APPLY THERMOPLASTIC LANE REDUCTION ARROW 8 Z - oN 7 8 CRAIG AVE a C,, No 6 5 I EXISTING TO REMANG IN 21 INSTALL R3-7 (LEFT LANE MUST TURN LEFT) SIGN 1 12� 0 67+00 68+00 6 9+0C, _ _ EXISTING E 0 A .--\, 00 72+00 `� S88'56152"E 73+00 -- -- - -_ - - - - — 0 74+0_ 75+��n - - - - -- 200' TURN BAY � . D 0 - _ _- - 1 w 120 TAPER 10 r/ o � � +-- .......... < r N _ _EXI S_T1N G- A T-- L1J - < <' - _ - 8 EXISTING PVMT �r - -- - - - -- - - _ W 7 - --- - 6 - - --- -- - -- - v - 17 - 1Q REMOVE EXISTING LANE STRIPING 5 1 - - _ O C. EXISTING STRIPING EXISTING STRIPING CL-CL�;INT MOUNT R3-7 "LEFT LANE MUST TURN LEFT" T.M. NO. 30142 TO REMAIN TO REMAIN CRAIG STA: 73+57. 3 O21 SIGN BELOW W3-1 SIGN o+ EVANS STA: 10+00.g0 - EXISTING R W EXISTING R/W / a _ NOTE: SOUTH HALF OF CRAIG WAS NOT BUILT o Q �- z o EXISTING STOP SIGN AND cn O ACCORDING TO RIVERSIDE COUNTY SECONDARY o � BAR TO REMAIN o HIGHWAY STANDARDS WITHIN THE R/W. R3-7 "LEFT LANE MUST TURN LEFT" SIGN 21 z THEREFORE PAVEMENT WIDTHS ON SOUTH HALF AREA � w NON-STANDARD. 44' 44' Underground Service Alert NOT VERIFIES ®o a ® Call: TOLL FREE 1 -800 "� 6 227-260 0 TWO WORKING DAYS BEFORE YOU DIG NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL SEAL - COUNTY: COUNTY OF RIVERSIDE SEAL - ENGINEER: BENCHMARK 600-23-68 NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT REVISIONS: SHEET NO. pR�ESS/ TRANSPORTATION DEPARTMENT PROFESS/�j�q F. J. SPOOR & ASSOCIATES INC. (RIVERSIDE COUNTY DESIGNATION). TRACT 30 �P. No. 050010 AND/OR A GRADING PERMIT HAS BEEN ISSUED. �o oLOCATED FROM THE INTERSECTION COUNTY OF RIVERSIDE APPROVED BY: Q`5 F OF MURRIETA RD. AND CARBONI 3 THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR Engineering/Land Development Consultants RD. 0.35 MILES EAST ON OFFSITE KHALED A. OTHMAN FREDERICK J. SPOOR , ASSURING THE ACCURACY AND ACCEPTABILTY OF THE DESIGN � � 4885 W. 92nd Place (720}540-7324 GARBONI RD, 241 SOUTH OF HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY No. 33950 / Z7 V No. 41654 Westminster, CO 80031-6314 Fax (720)540-7325 THE ENTRANCE TO MENIFEE SIGNING & STRIPING PLANS APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER 6-30-06 12-31-200� PREPAR D BY: SCHOOL, 1' WEST OF A ROCK OF _3 Exp. H D A. M C.E. 33950 DATE * Exp. SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE / AND CONCRETE SCHOOL BELL CRAIG AVENUE SHEETS RESOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE SI Civil �P � / Z 3 dG JT civil �P iZ�ZZ MONUMENT. A BRASS DISK IN COUNTY, PRIOR TO CONSTRUCTION OF SUBJECT FACILITY. MARK BY DATE APPR DATE q� r, \F q� of CPL\F' \;�P TOP OF CONC POST. ELEV.- FOR: W.O. COUNTY ENGINEER COUNTY RECOMMENDED Y DATE FREDERICK J. SPOOR R.C.E. 41654 DATE 1519.997 (NGVD 29 DATUM) FILE N0. ,38 EMWD Water Notes : 1. WATER PIPE LINE AND APPURTENANT CONSTRUCTION SHALL BE IN ACCORDANCE WITH EMWD STANDARDS AND SPECIFICATIONS. WA ER AND SEWER IMPROVEMENT PLANS NEWPORT RD 2. PRIOR TO CONSTRUCTION OF PIPELINE, CONTRACTOR SHALL EXPOSE EXISTING WATER SYSTEM AND VERIFY ITS EXISTING ELEVATION AND LOCATION. FOR >: 3. ALL SERVICE CONNECTIONS SHALL BE 1" SERVICES x 5/8" METERS UNLESS OTHERWISE NOTED; AND SHALL Q Q cc BE LOCATED AS SHOWN ON THE PLANS, AND ADJUSTED AS NECESSARY TO MISS DRIVEWAYS. SERVICES SHALL 30554 IMCr Er O� � BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-590, TYPE B. ADJOINING LOT METER BOXES SHALL BE TRACT NO, PLACED TOGETHER AT THE PROPERTY LINE Z W M Q COUNTY OF RIVERSIDE, CALIFORNIA z o 4. AIR-VALVES SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-598, TYPE "B". w O 5. WATER SYSTEM PROFILE ELEVATIONS ARE TO CENTERLINE (CENTERGRADE) OF PIPE. NO<<ANp m C) 6. INSTALL LOCATOR WIRE OVER WATER MAIN PER STD. DWG. B-656. RD, w County of Riverside General Notes: 7. TEMPORARY BLOW-OFFS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-568. 8. ALL P. V. C. PIPE THROUGH 12" DIAMETER TO BE TYPE C-900 CLASS 150 EXCEPT WHERE NOTED 1. WATER AND SEWER SEPARATION PER STATE HEALTH CODE STANDARDS. 215 OTHERWISE. PIPE SHALL CONFORM TO AWWA SPECIFICATIONS. .CORSON AVE 2. AN ENCROACHMENT PERMIT SHALL BE OBTAINED FROM THE COUNTY OF RIVERSIDE PERMIT I 9. FITTINGS FOR P.V.C. PIPE SHALL BE DUCTILE OR GRAY IRON. FITTINGS SHALL BE FLANGED, BOLTED SECTION FOR CONSTRUCTION WITHIN THE DEDICATED STREET RIGHT-OF-WAY. MECHANICAL JOINTS, OR PUSH-ON JOINTS, AND SHALL BE CEMENT MORTAR LINED AND TAR (SEAL) COATED SITE PER EMWD STANDARDS AND SPECIFICATIONS. 3. ALL MATERIAL USED AND INSTALLATION SHALL CONFORM TO RIVERSIDE COUNTY SUBDIVISION IMPROVEMENT ORDINANCE NO. 461. 10. ALL DUCTILE GRAY IRON FITTINGS SHALL BE POLYETHYLENE ENCASED AT THE TIME OF INSTALLATION PER EMWD STANDARDS AND SPECIFICATIONS. 4. SEWER WILL BE INSTALLED BY DEVELOPER FOR E.M.W.D. r CRAIG AVE. w = 11. FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH STD. DWG. B-362 (COLOR - CODED GREEN). 5. GRADING OVER SEWER MAINS SHALL BE DONE IN SUCH A MANNER AS TO PREVENT THE Q Mw ALL BARRELS ARE TO BE CHROME YELLOW WITH GREEN TOPS AND NOZZLE CAPS. (CLASS A) PONDING OF WATER. 6" `` GARBANI ROAD 12. JOINT RESTRAINERS SHALL BE INSTALLED PER EMWD SPECIFICATIONS ON ALL MAIN LINE PIPE JOINTS 6. THE RIM OF ALL MANHOLES SHALL BE BROUGHT TO FINISH STREET GRADE AFTER FINAL PAVING } �� WITHIN SPECIFIED LIMITS, AND ON ALL JOINTS OF WATER APPURTENANCE LATERALS OFF MAIN LINE, PER EMWD OF STREET, BY PAVING CONTRACTOR. = d STD DWG. NO. B-663. w� ? �6„ 7. ALL MATERIALS. TESTING AND INSPECTION OF PIPE SHALL BE IN CONFORMITY WITH THE WATER CERTIFICATION: REQUIREMENTS OF RIVERSIDE COUNTY AND THE AMERICAN WATER WORKS ASSOCIATION (A.W.W.A.) m BLUE PVMT I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IN TRACT NO. 30554 IS IN ACCOODANCE WITH THE WATER STANDARDS. MARKER SYSTEM EXPANSION PLANS OF THE EASTERN MUNICIPAL WATER DISTRICT, AND THAT THE WATER SERVICE, VICINITY MAP STORAGE AND DISTRIBUTION SYSTEM WILL BE ADEQUATE TO PROVIDE WATER SERVICE TO SUCH TRACT. THIS 8. FAILURE TO MEET ANY OF THE REQUIREMENTS OF THE RIVERSIDE COUNTY AND THE A.W.W.A. 6» NOT TO SCALE N CERTIFICATION DOES NOT CONSTITUTE A GUARANTEE THAT IT WILL SUPPLY WATER TO SUCH TRACT AT ANY SPECIFICATIONS WILL BE CAUSE FOR REJECTION. SECTION 9, TOWNSHIP 6S, RANGE 3W OF THE SAN BERNARDINO SPECIFIC QUANTITIES, FLOWS OR PRESSURES FOR FIRE PROTECTION OR ANY OTHER PURPOSE. BASE & MERIDIAN, RIVERSIDE COUNTY, CALIFORNIA 9. WHEREVER A WATERLINE ENCOUNTERS A STORM DRAIN OR OTHER OBSTRUCTION AND CROSSING EASTERN MUNICIPAL WATER DISTRICT: OVER THE OBSTRUCTION WILL RESULT IN LESS THAN 36 INCHES OF COVER OVER THE WATERLINE, IT SHALL CROSS UNDER THE OBSTRUCTION (MIN. 6" CLEARANCE) . TWO LANE STREET AN INTERSECTION BY: TYP. HYDRANT MARKER LOC. iv Ti ENGINEER OF SUBDIVISIONS DATE Time Limitation EMWD Sewer Notes: THE TIME LIMIT ON DRAWINGS APPROVAL SHALL BE SIX (6) MONTHS FROM THE DATE ON THE NTs CERTIFICATION. IF CONSTRUCTION HAS NOT COMMENCED WITHIN STATED TIME, EMWD REQUIRES DRAWINGS TO BE REVIEWED BY THE DEVELOPER'S DESIGN ENGINEER AND RESUBMITTED TO EMWD 1. SEWER SYSTEM CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH EMWD'S STANDARDS AND FOR POSSIBLE CHANGES IN MASTER PLANNED SIZING AND CHANGES IN SPECIFICATIONS AND SPECIFICATIONS. STANDARDS. 2. GRAVITY SEWER PROFILE ELEVATIONS ARE TO FLOW LINE (CONDUIT INVERT). Private Engineer 9s Advisories TO Contractor: 3. CONTRACTOR HAS THE OPTION TO INSTALL PLASTIC OR VCP SEWERS, EXCEPT WHERE SPECIFICALLY, 1.SHOWNEON EXISTENCE AND LANSLAARETION OF OBTAIINEDNBYUA UNDERGROUND OF THETY PIPES,AVAILABLE CONDUITS ECORIDS. OR TO THESTRUCTURES OF OWNER_ ENGINEER Civil Engineer Certification DESIGNATED ON PLANS, PER EMWD STANDARDS AND SPECIFICATIONS. OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN EVANS COURT, L.P. F. J. SPOOR & ASSOCIATES, INC. I CERTIFY THAT THE DESIGN OF THE WATER SYSTEM IS IN 4. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. DWGS. SB-53, SB-56, SB-58 AND SB-61 ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE 32823 HIGHWAY 79 SOUTH 4885 W. 92ND PLACE ACCORDANCE WITH THE REQUIREMENTS PRESCRIBED BY THE AS APPLICABLE. SEWER MAINS MAY BE LAID THROUGH THE MANHOLES AND USED AS A FORM UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR FOR THE INVERT. NOT SHOWN ON THIS DRAWING. TEMECULA CA 92592 WESTMINSTER CO 80031 RIVERSIDE COUNTY FIRE DEPARTMENT TEL. (951) 296+5070 TEL (720) 540-7324 5. ALL LATERALS SHALL HAVE AN ON-SITE CLEANOUT IN ACCORDANCE WITH STD. DWG. SB-52. 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE -_-./ , • //� 6. MAINLINE CLEANOUTS, WHERE CALLED FOR ON THE PLANS, SHALL BE CONSTRUCTED IN ACCORDANCE WITH CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL CIVIL ENGINEER 'ql DATE STD. DWG. SB-52. PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO fi. ► NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE COUNTY, 7. PRIOR TO CONSTRUCTION OF SEWER, CONTRACTOR SHALL EXPOSE EXISTING SEWER AND VERIFY ITS EXISTING THE OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN SOILS ENGINEER UTILITIES ELEVATION AND LOCATION. WHERE CONNECTING TO EXISTING MANHOLES AND INLET STUB OF PROPER SIZE CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM c W913411114 9 EXISTS, NO ALTERATIONS SHALL BE MADE TO EXISTING MANHOLE BASE OR STUB EXCEPT AS SPECIFICALLY THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. GEOSOILS, INC. EASTERN MUNICIPAL WATER DISTRICT AUTHORIZED BY EMWD. 26590 MADISON AVE. 2270 TRUMBLE RD. 3. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE NOR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL MURRIE?A, CA 92562 PERRIS, CA 92572-8300 �OF C. 8. RECONSTRUCTION OF EXISTING MANHOLES SHALL BE SCHEDULED AT THE CONVENIENCE OF EMWD AND RESPONSIBLE FOR, TEL. (951) 677-9301 TEL. (951) 928-3777 SHALL BE COMPLETED WITHIN FIVE WORKING DAYS FOLLOWING ITS COMMENCEMENT. CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. Leal Description 9. SEWER LATERALS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SB-177. LOCATIONS OF WYES AND PARCEL 4 OF PARCEL MAP NO. 6088 AND THE SE 1/4 OF THE NW LATERALS, WHERE NOT SHOWN ON THE PLANS, ARE TO BE DETERMINED IN THE FIELD PRIOR TO CONSTRUCTION 4. RIM ELEVATIONS FOR SEWER MANHOLES ARE ROUGH APPROXIMATIONS OF THE FINISH STREET GRADE AT 1/4 OF SECTION 9, T6S, R3W OF THE SAN BERNARDINO BASE & TO MISS DRIVEWAYS. ALL LATERALS ARE TO BE 4" DIAMETER UNLESS OTHERWISE SHOWN ON PLANS. THE CENTER OF MANHOLES FOR THE MANHOLE TOPS. THESE: 'TOPS ARE TO BE RESET FINALLY AFTER THE MERIDIAN, EXCEPT THE N 1/2 OF THE N 1/2 OF SAID SE 1/4 OF THE PAVING IS COMPLETE SO THAT THE TOPS FIT THE STREET GRADE AND CROSSFALL. ENGINEER CAN BE NW 1/4. ALL IN RIVERSIDE COUNTY, CALIFORNIA. AREA = 35.5 ACRES. 10. THE CONTRACTOR IS ADVISED THAT THE WORK ON THIS PROJECT MAY INVOLVE WORKING IN A CONFINED RESPONSIBLE FOR THE ACCURACY OF THE RIM ELEVATIONS VS. THE FINAL SET OF THE MANHOLE TOPS AIR SPACE. CONTRACTOR SHALL BE RESPONSIBLE FOR "CONFINED AIR SPACE" ARTICLE 108, TITLE 8 EVEN THOUGH THE RIM ELEVATIONS ARE SHOWN ON THESE PLANS. CALIFORNIA ADMINISTRATIVE CODE. Benchmark 11. WHERE GROUNDWATER IS ENCOUNTERED, ALL V.C.P. PIPE SHALL BE TREATED FOR ABSORPTION RESISTANCE SOUTH SIDE OR WEST SIDE G NORTH SIDE OR EAST SIDE BENCHMARK 600-23-68 (RIVERSIDE COUNTY DESIGNATION). LOCATED PER EMWD'S SPECIFICATIONS. Notifications : 10, s.o' r , FROM THE INTERSECTION OF MURRIETA RD. AND GARBONI RD. 0.35 MILES NORMAL MIN. 10 RIW EAST ON GARBONI RD, 241 SOUTH OF THE ENTRANCE TO MENIFEE 12. ALL PIPE ZONE BEDDING AND TRENCH BACKFILL ARE TO BE PER STD. DWGS. SB-157, 158 & 159. AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR SHALL NOTIFY: R/w Xz'TYP. �' 6 y2'TYP.FIRE HYDRAN 6' 6' SCHOOL, 1' WEST OF A ROCK AND CONCRETE SCHOOL BELL MONUMENT. A BRASS DISK IN TOP OF CONCRETE POST. 1. EASTERN MUNICIPAL WATER DISTRICT (LOCATE FIRE HY- 1 VALVE SNV I I 13. BACKWATER VALVES SHALL BE INSTALLED PER SECTION 710.1 OF THE UNIFORM PLUMBING CODE. Field Engineering Department DRANT IN AccoR- , MIN. . BOX ELEV.- 1519.997 NGVD 29 DATUM (NAVD 88 DATUM=1522.46)��� DANCE WITH STD. � SEWER CERTIFICATION. (951) 928-3777, ext. 4830 400 AND ORD.546, I I 2. RIVERSIDE COUNTY ROAD DEPARTMENT SEC.901) li i 6' "H61 C&G 1,1 i JOINT UTILITIES JOINT UTILITIES ��_L 0 I'/rRENCH. (ADJUST Site TBM 1 CERTIFY THAT THE DESIGN OF THE SEWER SYSTEM IN TRACT MAP NO. 30554 IS IN ACCORDANCE WITH THE + --- _-`�� GAs I Ji TRENCH TO AVOID Permit Agency TRENCH. (ADJUST --- " EASTERN MUNICIPAL WATER DISTRICT'S SEWER SYSTEM MASTER PLAN AND THE DISTRICT HAS PROGRAMMED (951) 955-6885 TRENCH TO AVOID CURB WATER MAIN STREET CONFLICTS). SET 1 1/4 IP UP 0.1 FEET W/HUB & TACK (INSIDE PIPE) ADEQUATE CAPACITY TO TREAT THE WASTES FROM THE PROPOSED TRACT. CONFLICTS). SIDEWALK MAIN SCR 2.5' LIGHT BASE ON PROPOSED LOT 23, APPROXIMATELY 50' SOUTH OF EXISTING HOUSE EASTERN MUNICIPAL WATER DISTRICT: 3. UNDERGROUND SERVICE ALERT (USA) `'�TOR M I MAIN 6 5 NORMAL MIN. SEE STANDARD NO. ELEVATION = 1498.24 (800) 227-2600 ,DRAIN MIN. 2.5'MIN.COVER 1000 OR 1001 OVER FACILITIES FOR RESIDENTIAL BY. 111-11•QS DEPTH LIGHTING DETAILS VARIES Source Of Existing To�ophv C IL ENGIN R .OF SUBD ISIONS DATE Notice AERIAL PHOTOGRAPHY (MAY 12, 2004) BY DENNIS JANDA, INC., MAPPING/SURVEYING SERVICES, 42164 REMINGTON AVE., TEMECULA, CA Riverside Count Dept. of Health BEFORE PROCEEDING WITH THIS WORK, THE CONTRACTOR SHALL TYPICAL STREET SECTION 92590. TEL. (951) 699-8874 CAREFULLY CHECK AND VERIFY ALL CONDITIONS, QUANTITIES,DIMENSIONS, AND GRADING ELEVATIONS, NTS AND SHALL REPORT ALL DISCREPENCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. INDEX OF SHEETS APPROVED BY: DATE: tZ.,Zl Disclaimer SHEET NO. DESCRIPTION THESE PLANS ARE FOR AGENCY REVIEW AND ARE NOT TO BE USED FOR 1 TITLE SHEET Riverside Count Fire Dept. CONSTRUCTION UNTIL APPROVED BY THE GOVERNING AGENCIES. 2 INDEX MAP V 3 PLAN AND PROFILE MANLIO CT & GAVINO CT APPROVED BY THE RIVERSIDE COUNTY FIRE DEPARTMENT 4 PLAN AND PROFILE ADELINA DR 5 PLAN AND PROFILE CAPRICE RD & MELINA DR 6 PLAN AND PROFILE VELIA CT & BRIARLEA RD BY: ��. .. DATE: /_ t 7 PLAN AND PROFILE CRAIG AVE. ` 8 PLAN AND PROFILE CRAIG AVE. 9 PLAN AND PROFILE EVANS RD. TITLE: ��^L C 10 PLAN AND PROFILE EVANS RD. REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATER/SEWER APPROVED BY: SEAL - ENGINEER: INC. _TRACT 305M LIP. NO. 050010 40 036 & 035 Underground Service Alert F J SPOOR & ASSOCIATES 9 _ PR�E��� TRANSPORTATION DEPARTMENT ASTERN MUNICIPAL WATER DISTRICT �oFESsio � __ COUNTY OF RIVERSIDE sA. 41/33 APPROVED BY: �Q`s° F Engineering/LaGnd Development Consultants _ W.O. 11-063 Call: TOLL FREE "wG 488.E W. 92nd Place (720)540-7324 WATER & SEWER PLANS c.o. q � KHALED A. OTHMAN �, ��•IZ•o5 � FREDERICK J. SPOOR Z c- + -800 No 33950 ' Z 7 /0 VIL 1_01EN INEER OF SUBDIVISIONS INITIAL DATE No. 41654 Westminster, CO 80031-6314 Fax (720)540-7325 227-2600 6-30.06 12-31-2005 COORD. 23-C-52 4L Exp. * H 0 M R.C.E. 33950 DATE PROJ. ENGR. 15 l (O1C� * Exp. PREPPl� ED Y: TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG �q CIVIL APPROVALS INSPECTION �--- q �Z/,/' P CIVIL P 5HT 1 of 10 5HT5 L WATER OPER. NO APPR DATE rr RECOMMENDED BY DATE SEWER OPER. OF \F F DER K J. SPOOR R.C.E. 41654 DATE D- 938- N NEWPORT RD 0 w ¢ O LLI II 0C 0E or_ p oc 8" WATER PER -� w (0 W Q O - TR 30064 I a o Hp��A Ir U w M ND Rp 0° W 3 � I TRACT NO. 30064 FH PER TR 30064 I cw f- TRACT 1 BOUNDARY 8" WATER PER I i °O 215 TR 30064 _ - I _ I I1 CORSONAVE.— — ———— — -- -- - __ _- _ � SAN MH-EX PER D-29058- - - - - - - - o _ SITE O I I AV&AR 8" EWER P R II CRAIG AVE. 12 F.H. SAN MH-11 TR 30 64 18" OFFSITE SEWER Q 11 10 9 8 I PER D-29064 QUANTITIES I 8 SEWER ® 7 13 ILE A H 5) SAN MH-9A 18" VCP SEWER GARBANI ROAD Sanita Sewer. PER TR 30142-1 „ p '�� PARCEL 3 � SAN MH-9 F.H. PARCEL 1 8 Sewer Main 3362 I.f. P.M. 6088 SAN MH-10 6 PARCEL MAP NO. 11586 2 18" VCP Sewer Main 654 Lf• 14 I PER PM 65/61 VICINITY MAP I 2 4" Sewer lateral 2408 11I NOT TO SCALE N 3 4' Manhole 14 each Q I ® 8" PVC WATER 4 Connect to 1$" e�astin stub 1 each _ (n ( F.H. IBOUNDARYSECTION 9, TOWNSHIP 6S, RANGE 3W OF THE SAN BERNARDINO 5 On-site cleanout 86 each - - -- - I 15 16 17 18 5 I TRACT BASE & MERIDIAN, RIVERSIDE COUNTY, CALIFORNIA © ® 88 Water S stem: I POND B I � 1 1 8" PVC Water Main 3702 I.f. I 24 23 22 (9 ® © � SAN MH-1 3 18" PVC Water Main 1304 2 12" PVC Water Main 1 I.f. bN MH-12 21 20 19 4 a I PER TR 30142-1 LEGEND 304 I.f. � I 8 SEWER F.H. 3 ( 4 1" Water Service w/meter 86 each PRESSURE REGULATORS ARE F.H. I V E IA C S H 6 > I PER TRP SEWER 1 TRACT BOUNDARY 5 8" RSGV 11 each REQUIRED ON ALL LOTS. ) 6 12" RSGV 2 each 3 7 18" RSGV 4 each - _ � PROPOSED PROJECT BOUNDARY PARCEL 1 SAN MH-8 16 each r PARCEL MAP NO 5811 CENTER LINE I . — -8 8" Fittings ff 9 12" Fittings 2 each V&AR� 2 I� PER PM 103/16 CURB AND GUTTER 10 18" Fittings 2 each 8" PVC WATER 29 IF- 125 26 27 28 1m ��� ��� ��� EDGE OF EXISTING PAVEMENT 1 Fire Hydrant Assembly 17 each — 12 connect to existing8" main 1 each REMAINDER PARCEL J © SAN MH-3 1 1� O IDa RSGV 13 Connect to existing12" main 1 each (OPEN SPACE) / 30 IQ 14 1" Std. AR&AV 6 each Blue15 reflective Markers 25 each // 8" SEWER 10 0 PROP. SEWER MH 16 2" AR&AV 1 each 31 " EXIST. OR PROP. BY OTHERS SEWER MH / 45 44 L0 8 PVC TE U / 46 F.H 43 = Q SAN MH-1 A I- --b AIR AND VACUUM RELEASE ASB (B-598) SAN MH-1 32 � PER TR 30142-1 87 W0 STD. FIRE HYDRANT (B-362) TRACT BOUNDARY / 8cp'R`' cr F.H. 6"x4*XZW' WET WREL 47 42 33 ( 6" BLOWOFF (B-357) LU 86 / 8" VC WATER 8" SEWE (r r PARCEL 1 PROP. WATER SERVICE W/METER 55 4 41 34 l2 85 PARCEL MAP NO. 15837 M PER PM 102 63 56= F.H. 54 Q POND A / PROP. SEWER LATERAL � SAN MH-15 W SAN MH-13 - -- - - - -- - - - -- -- EXIST. OR PROP. BY OTHERS - soft* / AV _ 49 40 35 WATER OR SEWER LINE _ - -- " PVC ATER 53 -- W 84 MH-13 MANHOLE NUMBER I _ 3936 63 62 61 60 59 O 50 J 8" VC WATER 83 ® BACKWATER VALVE REQUIRED SA MH-7 8 SEW R BW 58 > 8 SEWER G 1 Q 00 PRESSURE REGULATOR REQUIRED F.H. BW « BW 52 `' 38 37 PR ON ALL LOTS F.H. 0 SAN MH-6 F.H. SAN MH-5 64 F.H. 82 (THEREFORE SYMBOL NOT SHOWN) I � INSTALL ® ON EVERY LOT. I w PARCEL 4 INSTALL ON LOTS WHERE SHOWN. I AV&AR PARCEL MAP NO. 11586 1 (& 81 PER PM 65/61 PL PL I 65 8" PVC WATER © © F.H. ADELINA R ( HT4) SA MH-4 a IMPLEMENTING FACILITIES BW AV&AR 1 66 67 68 69 70 71 72 73 7.1 75 76 77 78 80 WATER: F.H. I 8' PVC TER F.H. C"J 79 11. 8" WATER IN CORSON AVE. FROM GRANITE RIDGE LANE TO EVANS RD. 5' MIN 18" VC WA R F.H. 18" WATER PER PER TRACT 30064. 5' MIN- - � R W TR 30142-1 2. 12" WATER IN EVANS RD. FROM CORSON AVE. TO HOLLAND RD. PER TRACT 30064. CURB ------- -------- PROP. SEWER - SEWER: 11. 18" OFFSITE SEWER FROM INTERSECTION OF CORSON AVE. & EVANS C RAICi AVENUE (S HT 73 g) __ ------------------------ -------- ---- 1 _ RD. ALONG LACAYO LANE, MURPHY LANE, HOLLAND RD. AND BRADLEY PROP. WATER TRACT BOUNDARY U N D A R Y RD. PER TRACT 30064. I� f� TRACT N0. 30142 1 7. 18" SEWER ALONG EVANS RD. FROM BRIARLEA ROAD TO CORSON AVE. PER TRACT 30142-1. 10' MAX 12" WATER PER TR 30142-1 TYPICAL LOT NTS INDEX MAP INTERIM PRESSURE ZONE = 1627 1 "=100' N ULTIMATE PRESSURE ZONE = 1700 REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATER/SEWER APPROVED BY: SEAL - ENGINEER: TAROT 30554 I.P. 140. 050010 ZD. 036 & 035 Underground Service Alert pRCt ESS/ TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT PROFESS/0 F. J. SPOOR & ASSOCIATES INC., �� � F, APPROVED BY: ��`° �� Engimeriny►/Land Development Consultants COUNTY OF RIVERSIDE S.A. 41/33 Call. TOLL FREE � KHALED A. OTHMAN W.O. 11-063 1Z og -REDERICK J. SPOOR 4885 W. 92nd Place (720)540-7324 WATER & SEWER PLANS -800 No 33950 ! Z �� w CrI E GINEE OF SUBDIVIS NS DATE r No 41654 Westminster, CO 80031-6314 Fox (720)540-7325 C.O. qq INITIAL DATE -2600 * EXP 6=30-06 K A A. M R.C.E. 33950 DATE PROD. ENGR. ( oG * EXp. 12-31-2005 PREP ED BY: INDEX MAP COORD. 23-C-52 CIVIL APPROVALS INSPECTION TWO WORKING DAYS BEFORE YOU DIG STq� CPL�F \P �- WATER OPER. �— Sj�� CIVIL o�'�P ��/� �S SHT 2 of 10 SHTS NO APPR DATE RECOMMENDED BY DATE SEWER OPER. CPL�f FREDE CK J. POOR R.C.E. 41654 DATE D- NEWPORT RD. 0 Ir oC o o LL w p O o� 8 WAT ER PER 11 w cC W Q 0 30064HQL ItU 0 Cr M LAND RD w W I 3w I 'TRACT NO. 30064 FH PER TR 30064 TR A C g:OUNDARY 8" WATER PER I i �° 215 TR 30064 CORSON AVE. - — ___ — — ———— � SAN MH E PER D 29058 — — -- — - - - _ - - - - - - X P SITE 0 I j AVdcAR W_ � 12 F.H. SAN M 11 8" EWER P R I CRAIG AVE. TR 30 4 18" OFFS{TE SEWER _ 11 10 9 8 PER D-29064 I 8 SEWER ® 7 QUANTITIES I 13 ILEA SAN MH-9A " �GARBANI ROAD rw U) I H �) SAN MH— 18 VCP SEWER PER TR 30142-1 Q PARCEL 3 I F.H. PARCEL 1 1 1 Sewer Main 3654 I.f. j � P.M. 6088 SAN MH-10 6 PARCEL MAP NO. 11586 2 18" VCPSew�erMain 654 If I Q � I 14 PER PM 65/61 VICINITY MAP 2 4" Sever lateral 2408 I.f. 3 4' Manhole 14 each Q 1 8" PVC WATER NOT TO SCALE N 4 Cormect to 18"existi stub 1 each � � I 1 15 16 F.H. 18 5 ; TRACT B 0 U N D A R Y SECTIONBASE dcWNSHIP MER{DIANS,RIVERSIDE COUNTY,3W OF E SAN CALIFORNIANARD{NO 5 On-site deanout 86 each ® 88 I — — Wailer Svslem: � POND B 1 8" PVC Water Main 3702 I.f. � 24 23 22 21 ® w I SAN MH-1 2 12" PVC Water Main 1290 Lf. �N MH-12 21 20 19 4 Q I PER TR 30142-1 LEGEND 3 1" PVC Water Main 1386 Lf. PRESSURE REGULATORS ARE t�► s SEWER F.H. 3 I 18" VCP SEWER 4 1" Water Servicewdmeter 86 each F.H. I VE IA C SH 6 I PER TR 30142-1 TRACT BOUNDARY 5 s" RSGV 11 each REQUIRED ON ALL LOTS. 3 1 PROPOSED PROJECT BOUNDARY 6 12" RSGV 2 each PARCEL > �_ 7 18" RSGV 4 each — 04 I� 16 each SAN MH—8 PARCEL MAP NO. 5811 8 8" Fitti s 10 — — — CENTER LINE 9 12" Fitti s 2 each , 2 17, PER PM 103/16 ��&AR I0) CURB AND GUTTER 10 Fir Fitfl s 2 each 8" PVC WATER 29 1= EDGE OF EXISTING PAVEMENT 11 Fire Hydrant Assembly 17 each 25 26 27 28 I(n 12 Correct to existi s" main 1 each REMAINDER PARCEL J ® SAN MH-3 1 1" / 1 0 ma RSGV 13 Connect to existing 12" main 1 each (OPEN SPACE / 30 14 1" Std.AR&AV 6 each ) IQ Q O PROP. SEWER MH - 15 Blue reflective Markers 25 each / � 8 EWER 16 2"AR&AV 1 each / < EXIST. OR PROP. BY OTHERS SEWER MH 45 44 31 0 8 PVC TE W / 46 F.H. 43 = Q SAN MH-1A ►--- AIR AND VACUUM RELEASE ASB (B-598) SAN MH—1 32 U) PER TR 30142-1 / &AR 87 W X4 STUD. FIDE HYDRANT (B-362) TRACT BOUNDARY N., F.H. 6 X4 xi.V WET 'WAR*L 47 42 33 � `---� 6" BLOWOFF (B-357) U86 " 8 SEWS PARCEL 1 PROP. WATER SERVICE W/METER 55 8 C WATER 41 34 a 85 PARCEL MAP NO. 15837 M PER PM 102 63 56= F.H. 54 f" Q POND A PROP. SEWER LATERAL � � SAN MH-15 SAN MH-1 —————————————— EXIST. OR PROP. BY OTHERS goo �•mmw � / AV 49 40 35 WATER OR SEWER LINE r- - - - - - - - - - - - --- — 84 " PVC ATER 53 50 0 fY MH-13 MANHOLE NUMBER 63 62 61 60 59 0 m J 39 36 _z 8" C WATER rn 83 ® BACKWATER VALVE REQUIRED SA MH-7 8 SEW R ® 58 � R � I ® ® 52 `'i 38 37 ® ONESSURE ALL LOTS REGULATOR REQUIRED F.H. Q 1 H. 0 SAN MH-6 F.H. SAN MH-5 64 F.H. 82 (THEREFORE SYMBOL NOT SHOWN) - I � INSTALL ON EVERY LOT. PARCEL 4 INSTALL ON LOTS WHERE SHOWN. AV&AR 81 U PARCEL MAP PER PM 65161 O. 1586 PL PL 65 8" PVC WATER ® ® F.H. AD LIMA R ( HT4) RA MH-4 IMPLEMENTING FACILITIES AVdtAR 66 67 68 69 70 71 72 73 7:1 75 76 77 78 ® 80 N WATER: F.H. 1 8 PVC TER F. " 79 1. 8" WATER IN CORSON AVE. FROM GRANITE RIDGE LANE TO EVANS RD. 5 MIN F.H. 18 C WA R F.H. 18" WATER PER PER TRACT 30064. 5' MIN--i R W TR 30142-1 2. 12" WATER IN EVANS RD. FROM CORSON AVE. TO HOLLAND RD. PER TRACT- 30064. CURB _ SEWER: PROP. SEWER CRAIG AVENUE SHT 7 8 1. 18" OFFSITE SEWER FROM INTERSECTION OF CORSON AVE. dt EVANS ( , ) RD. ALONG LACAYO LANE, MURPHY LANE, HOLLAND RD. AND BRADLEY PROP. WATER _ _. .__ RD. PER TRACT 30064. TRACT BOUNDARY 2. 18" SEWER ALONG EVANS RD. FROM BRIARLEA ROAD TO CORSON AVE. TRACT� . . 42 R 3014 —1 ; PER A 2 10' MAX 12" WATER PER TR 30142-1 TYPICAL LOT NTS INDEX MAP INTERIM PRESSURE ZONE = 1627 .11 1"=100' N ULTIMATE PRESSURE ZONE = 1700 REVISIONS: SEAL — COUNTY: COUNTY OF WATER/SEWER APPROVED BY: SEAL - ENGINEER: �►CT 30M LP. NO. Oii M D. 036 do 035 Underground Service AlertE�� TRANSPORTATI©N DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT p�tOFESS, F. J. SPOOR & ASSOCIATES, INC. S.A. 41 33 COUNTY OF RPV�E�IDE / o APPROVED BY: Call: TOLL FREE � �►�r�etr��%Lard l�lelop�r>ce�nt Cox�s�utta�ts KHALED A. O11iMAN �; ' 1 -800 33950 C f E GINEE OF SUBDIVIS NS DATE V FREDERICK J. SPOOR 4885 W. 92nd Place (720)540-7324 WATER & SEWER PLANS CO a . 11-063 No 40 l Z 7 No. 41654 Westminster, CO 80031-6314 Fax (720)540-7325 Ntt nn INITIAL DATE 27-26�V Exp 6=30-os ,� �,, .C.E. 33950 DATE PROJ. ENGR. — ExP, 12-31-2005 ,� PREP ED BY: COORD. 23—C-52 CIVIL APPROVALS INSPECTION /� ' ,� INDEX MAP TWO WORKING DAYS BEFORE YOU DIG `�q P �- WATER OPER. �— sj CIVIL �P , SHT 2 of lO SH73: NO APPR DATE �"�� RECOMMENDED BY DATE SEWER OPER. �� Cr��F FRE K J. BOOR R.C.E. 41654 T FD— DA E 958-0/vff 1514 1512 1510 11508 II 1506 j1504 1502 1500 E XI TING GROUND CENTERLINE TERLINE U') C14 LO 1498 ff-) n Ln _r CN i 1496 M __4 __X (o IL( t1r) !M M 00 Ln EXIS NN(� ND 00 _j C)) 11� _Lj M Ln 0 <M (Do LLJ pf rn C) AT CE�TERLINE 0) _j C� 00 + a- f-r': LLJ L)V) 00 00 0 C� _j LLJ ia_ T M < 0 v) LLJ 00 CN CY) Ln 00 0 CN Li 00 + M 00 1 C)7 c) L-ij 1494 _j Ilk- + M Lij 1 1492 V) 0 ----------- --Ga- -4 -- ----- LLJ Li LL_ 00 00 < _j + X-' X U)w M L'j M 00 AT CEN4,ERLINE W, U) U _X 0 rt I LL_ U co OC) I-- v) -00 X 0 V)W-3 Cn V) 60 RESTRAIN JOINTS ALL 1490 RESTRAIN JOINTS 110' - 1488 All RESTR41N JOINTS �G. 8" PVC WATER C-900, CL-150 PROP. GROUND 3 1486 AT CENTERLINEo 1484 Tf S==O.cl 31 ............................... _"0 ol 16 S 00236 o.o115 S: 1482 1480 S==0.0104 1C.G. 8" P�C WATER z 1478 Z >: 1476 _j z (C >; o6 L) a z z a L) _j _5 1 172.29 8" SEWER 179.�15 8" SEWER 1474 ---- 155.06 LF WER 1472 -------------- ------- 1470 1468 PRESSURE REG LATORS �ARE REQUIRED ON ALL LOTS. ! HSCALE: 1"- 0 VSCALE: 1 1466 . 1464 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15�00 15+50 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 SEE SHEET 4 SEE SHEET 4 -,2 STA: 13+71.62 ADELINA DR= N) N) STA: 11+86.00 GAVINO CT CD 8"X8" FLG CROSS 3-8" FXH RSGV (N,E,W) Lj > 0 r" CENT :R CULDESAC 8" FXH ADAPTER (S) > WATER, C-900, CL150 0 STA- 13+46.09 T 11 C)) II > CD 0 C.D < nm Q_� T > z -,2 0 C 0 k,:: co CY) 00 0 - > ZV 11 _j CD w X co co + < W LU 0 > n 90 ! 0 z 0 (0 8" PVC ATER, 00 z r- 00 I C 11 U) co STA: 13+71.62 ADELINA DR= W STA: 16+60.85 ADELINA DR= - C) > F_ Co 10' 8 18' _107 STA: 12+03 GAVINO CT 1' W/C < C1_j co STA: 13+90.03 (13.63L) Ld STA- 65+72.39 CRAIG= 0 Lj LJ LJ STA: 10+06 MANLIO T FH PER B-362 < Ljj -7 X-ING C TER CULDESAC Ln j I-_ X-ING 01 STA: 10+25 GAVINO CT S A: 13+46.70 C STA: 11+77.73 (9 92L) 1" AV&AR PER B-598 (TYPE : : TOP 8" SAN=1480.8 U) 8"X8" HXHxF TEE, 1-8" RSGV (N I- < C TOP 8" SAN=1477.92 11.25' 8" FLG BEND BOTT 8" WATER=14p3.7 0 QO BOTT 8" WATER=1481.04 W/FXH ADAPTERS Lj 2 H -40AETORS (E,W) U II LLJ STA: 89.39 STA: 10+45.20 0O cy; - X (0 PER B-362 00 LL_ FH PER B-362 00 AV&AR PER B-598 (TYPE-B� I-_ 4- C) 01 GAVINO CT N -0 X/_ F cf) G) '00 00 f 4 > 4 1 10 (9 > C� C3 '0400 11+00 4.70 11 0 TIJ40 13400 A C=D - CD Cl) irr Ul N01 '03'08: E i- - 1 4 11 NoB 2' C� LL co CD E - 00' j__: 0 + _1L+ 1040 N01 11+00 1 41 C:� STA: 13+74.61 1 N) 6.0 > 0 r ) SAN -14 0 _j C) 0) 2 2.t)' 6- HxH BEND 0� M�NLIO STA 13+ .15 21.98 R I I + CL--CL IN T. 1 0 1 CL-CL INT. co co SAN IVIH- ADELINA DR > ADELINA DR STA: 13+82.62 C� SAN IVIH-6 STA 13+58.0 DO R STA: 16+71.85 -L+ dI Cil M 5� GAVINO CT STA: 11+97.00 STA 13+88.62 6.00 L (ADLLIA) MANLIO CT STA: 12+ 6.37 (10.40L) -a i cn q,) F ti (GAVINO) 8" SEWER SA H-5 SAN MFI-13 F > STA 12+03 6.00 R (G STA: 10+00.00 z � 22.5* 8" H H BEND 0 > STA 16+77.85 6.00 L (ADELINA) 8 SEWER STA 11 +-77.73 7.13 R 11 -12 6' CL Ui > STA 10+06 6.00 R (MANLIO) > Cf co 0 11 0 6 _N �> (D x, ZD < Cc 11 vlP_ (D Cpa) 0 C)_1 CD 1: '_.11 4 i: > 0 CD co 00 00 CD U� N) CO -7-+ I (D 0 -,2 co Cn 40 0 20 40 80 tD > o r7 CD ORIGINAL SCALE: 1 "=40' -2 11 Oc SEE SHEET 4 SEE SHEET 4 REVISIONS: SEAL COUNTY: COUNTY OF RIVERSIDE WATER/SEWER APPROVED BY: SEAL ENGINEER: -TRACT 30554 Lp. 140. 050010 J.D. 036 & 035 Underground Service Alert ESS/ TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT . I F. J. SPOOR & ASSOCIATES, INC.- COUNTY OF RIVERSIDE SA. 41/33 Coll: TOLL FREE APPROVED BY: </ Engitwering/land Development Consultants wo. 11-063 KHALED A. OTHMAN 1. FREDERICK J. �SPOOR -7324 1 -800 �y 33950 70 Q.41) DATE 41654 Westminster, CO 80031-6314 Fax (720)540-7325 C.0. / ZZ 6 L • INITIAL DATE 4885 W. 92nd P11ace (720)540 No. ENCINEER OF SUBDIVISIONS No. WATER & SEWER PLANS COORD. 23-C-52 8" PVC ' W/( 1 ff1" wv/c( ITS rI, __ STA: TT 0I. 227-2600 4L Exp. 6-30-06 4�' 0 MA C.E. 33950 DAT PROJ. ENCR. 12.1 4L Exp. 12-31-2005 PR7y PLAN & PROFILE MANLIO CT & GAVINO CT APPROVALS SPECTION CIVIL Avea� SHT 3 of 10 SHTS Ce TWO WORKING DAYS BEFORE YOU DIGCIVIL W IN ATER OPER. r\ GAVINO CT STA 10+00 TO END F C SEWER OPER. QF- C NO APPR DATE 1 RECOMMENDED BY DATE FREDEMCK J. SPOOR R.C.E. 41654 DATE MANLIO CT STA 9+50 TO END D- 998do NN j I l � 1512 1512 I I � i I I I I I j I i I L I I 1508 I - - I I � I I --I- 1508 I 1504 --- - -- I ---- -- I � I , � - - -- 1504 40 CN °�,�' as j I VSCALE: 1»=4 Ln 1500 I m m ------ ---- -- -- ---- 1500 00 I , i > m Q II �Q ! EXISTING GROUND AT CENTERLINE 00 ' CT) M a,d V� I Q > w I Li II c� 1496 _ I i w t° ! --- -- --- - --I --- 1496 ------ Q ^ 00 j--------- --- - j -- - 00 00 + I - - 00 I O to - _ - - -- -- - \ H z co 00 00 - w II + I J Q ,n Do RE RAN JOINTS 110' w VN� 7 N i ; O I Q C.G. 8 PVC WATER - U O 00 1488 I - PROPOSED GR UND AT CENTERLINE - �_co -- _ ~ 1488 C-900, CL-150 � 00 co O I- - j- -- -- -- - - - --- - - -- ------- ---------- - - -- ---- -- -- -- ---- -- - "t - w I + z rn + I J w II j RESTRAIN JOINTS 110' RESTRAIN JOINTS 10' ( - I Q w 1 Cn Q I 1484 " - - 1484 0098 5=.0101 RESTRAI JOINT-S_110'- REST AIN JOINTS 110'' I 8" PVC WATER ' C. -900, CL-150 I j 19' 19' RESTRAIN AIL JOINTS _ I 19' EA SIDE OF BENDS _-- 1480 - I ---- -- j -� - - - - - - _ - 1480 0096 - CC F 0 6 3� I I =0.0095 1476 i I 147 6 _ S-0.0051 � I I j I z 00 Z Z r 00 - � ( v Zak� 1472 It Z �P g 1472 j - ---- v 16 .16 LF 8" SEWItR 399.83 LF 8" i SEWER 289.23 LF 8" SEWER 282.8 LF 8" SEWER TO MATCHLINE i 1468 - I 1468 ------------ 1464 j 1464 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1,7+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 SEE SHEET 3 SEE SHEET 5 i MATCHLINE o MATCHLINE N SA21+00 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 5"7 � I PRESSOR REGULATO S ARE 1.00' 6.00' S4 50 9 11 PAD=1493. 9 / PAD=1493. 9 3 36 I REQUIRED ON ALL LOTS. \ PAD=1489. 5 1 F i PAD=1489. 5 W ` \ PAD=1484, i cv () v o a 83 59 o F-- o _ o Q PAD=1484. 3 0 62 PAD=1492. 7 + z z) V I 63 PAD=1495. 2 61 60 0 z j PAD=1495. 2 PAD=1494. 2 PAD=1493. 4 58 Q ® 56' STA: 19+85.03 PAD=1492. 7 - � , A 588 8 8' 8' FH PER B-362 I o 0 X-ING 5 SAN MH 7 ® 52 P D- o TOP 8 SAN=1475.12 32' STA 9+88.79 6.00 L S A: 13+71.62 ADELINA DR= 5 >= STA: 12+03 GAVINO CT 10' 8' 8' 1 ' PAD=1492. 8 STA: 16+60.85 ADELINA DR= 38 3� C� I P = 1 8 3 BOTT 8" WATER=1478.0 --'� STA: +55.33 $ SEWE - STA: 10+06 MANLIO CT o PAC=1488. 8 00 PAD=1484. 9 �t� FH PER B- 2 TA: 12+50.70 X-ING SAN MH-5 ��h� 82 1" AV&AR PER 6 N/C H PER B-362 TOP 8" SAN=1480.8 SAq 3+88.62 6.00 L (ADELINA) X-ING O i STA 12+03 6.00 R (GAVINO) TOP 8 SAN=1477.92 STA 16+77.85 6.00 L (ADELI A) � `b� � PAD=1484. 7 B-598 (TYPE-B) BOTT 8" WATER=1483.7 BOTT 8" WATER=1483.04 zo STA 10+06 6.00 R (MANLIO) 64 UU co 0 0 o PAD=1495. 2 9+ + + + + + + 8° 6 52, E 1 + + o + + 6. 0 f S88°56 52 E I I I + ADE IN DR 11.00' 0 11.00' 19+00 SAN MH-4 Ln _TITSTA 19+48. 23.18 R I PAD=1484. 9 I INTER CULDESAC STA: 10+00.00 STA: 15+53.5 STA: 13 38.96 6" B.O. PER -357 8" PVC ATER, C-900, C 150 _ FH PER -362 CL-CL INT. STA: 1 +28.60 (21.01 R) � STA: 13+71.62 ADELINA DR= 66 CL-CL INT. STA: 16+60.85 ADELINA DR= ADELINA DR STA: 1 >+71.85 45' FLG BEND � 11 /CL 10' 23' 1 I STA: 11+86. 0 GAVINO CT ADELINA DR STA: 13+82.62 9+89.00 ANLIO CT MANLIO CT STA: 10 +00.00 W/FXH ADAPTERS 65 % 8"X " FLG CROSS GAVINO CT STA: 11+97.00 8"X8' FLG TEE PAD=1495. 2 BW 3-8" FXH RSGV (N,E,W) 0 2-8" FXH R GV (E,W) STA: 19+34.68 (1 .20 R) 80 45' Hx BEND PAD=1485. 2 ® 8" FXH ADAPTER (S) o ,72 ry 8" FXH ADAPTER (N) � o 70 0 PAD=1490. 4 ' 3 14" 75 76 "77 78 79 40 0 20 40 80 66 67 68 69 PAD-1492. 4 PAD=1491. 8 + o - o ® � z PAD=1489. 7 PAD=1489. 0 PAD=1488. 3 PAD=1487. 7 PAD=1487. 0 + = 494 9 � = PAD=1493. 8 PAD=1493. 1 B - PAD=1486. 4 - PAD 1 PAD 1494. 6 © PAD-1485. 7 ORIGINAL SCALE. 1 "- / � EE 4EIET REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATER/SEWER APPROVED BY: SEAL - ENGINEER: r-+ . J. SPOOR & ASSOCIATES INC. TRACT 30554 LP. NO. 050010 AD. 036 & 035 Underground Service Alert �o �E / TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT o PROFEss�o,�� _ COUNTY OF RIVERSIDE S.A. 41/33 ® ��, APPROVED BY: F Engimer-ing/Land Development ConsWtants ^-, W.O. 11-063 Call: TOLL FREE KHALED A. OTHMAN Yam. I�•��L•O�7 FREDERICK J. SPOOR y 720 540-7324 WATER & SEWER PLANS 1 -800 � � w 4885 W. 92nd Place ( ) Z 4, C I EN INEER OF SUBDIVISIONS DATE 41654 Westminster, CO 80031-6314 Fax (720)540-7325 C.O. 227-2600 No: a 42U.6330006NITIAL ATE N� 12-31-2005 PREP ED Y: * Exp. .+� A. C.E..CE 33950 DATE PROJ. ENGR. i 1 * Exp. � COORD. 23-C-52 s CIVIL �P // oG APPROVALS INSPECTION ____ ST CIVIL �P ?� OS PLAN & PROFILE ADELINA DR SHT 4 of 10 SHTS. TWO WORKING DAYS BEFORE YOU DIG T4 \F L- �S /L3� WATER OPER. q� `Fob ADELINA DR STA 9+50 TO CAPRICE RD STA 21+00 - NO APPR DATE RECOMMENDED BY DATE SEWER OPER. CPl FREDE ICK J. SPOOR R.C.E. 41654 DATE D ���Jr 9.38--AIN I i i i I I I i I I I I I I I PRESS RE REGULATORS ,ARE REQUIRED ON AhL LOTS. i I I i I I 1504 -- 1494 - I � i I I II i cQ I 1500 +� i I 1490 --- I -�-- ------�-- --- - - - -+ - • I as ' O I ------ - --- - ----- - - --------- - w -I --- - M - -- - i CO W r7�- I I w +00 + r I Q� PROPOSED AROUND °�° AT CENTERLINE + EXISTING GROUND AT CENTERLINE Q w 1496 00 00 a; n 00 �\ ----- - -- -- ------ ------ ----- -- - ----- -- - -- - -t 1486 U r-) m t 6 a L`' U c~i>w0 00 II w O I - _ j J l Co w ( - - _ 1482 1492 j °' Q w P0P0SED GROUND N °�° ao I - c Q ¢ r� -'0 II = ( - _ ^ U I x w r- Q 00 J 1 c� EXISTING GROUND AT CENTERLINE c�S 1488 S=-0.002 - _ ! 1478 I RESTRAIN ---- I ------- -- , -- _ I I I JgNTS 110' ! II �_ C. 8" PVC WATER C.G. 8 PVC WATER F C-90 CL-150 C-900, CL-1 �01 -I (I �\ 1484 I RE-STRAIN _ 1474 10 Q I PROPOSED BY TR 30�, 42-1 1480 I ; I 1470 S= 54 - I I j p312 I � i j I i N >: I Z I I 1476 --- ^ > I� - 1466 -- - - - - - - - Q_i - - j"� 0I - -- 00 v INV �W) =1465.76 NM � 1472 tD 1462 361.3$ LF 8" SEWER - - 204.00 LF 8" SEWER HSCALE: 1" 40' VSCALE: 1" 4' 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 8+97 9+47 9+97 10+47 10+97 11+47 11+97 12+47 12+97 13+47 13+97 14+47 SEE SHEET 5 SEE SHEET 5 z I STA: 25+88.23 CAPRICE RD= o I 13 28.36 VELIA CT 11. 18' I I o U 8' +co I TOP 8" SAN=1 75.92 r- a- Q 29 50' 4' I BOTT. 8' WATER=1480.85 w 32' � �> PAD=1487. 3 0 I 24 23 22 21 J 12.00' I PAD=1491. 5 PAD=1490° 5 I (` EX R W PAD=1492, 0 PAD=1489, 6 2 � 00 00 � � I PAD=1 488° 9 BW a cp 1 Q W / II BW 19 I Q o� 0 I W 40 0 20 40 80 PAD=1488° 4 +J 00 r'') PAD=1487. 0 w S I SAN MH-12 I I + 3� 8" SEWE C�oI Z I w ORIGINAL SCALE: 1 "=40' I STA 9+84.01 6.00 L 8 SEWER CL-CL INT. I =Ln M N- Q ADELINA R STA: 25+82.01 :EN - PAD=1486. 6 n ' > W - I � 6 NBC W N SAN MH-1 A PROPOSED BY TR 30142-1 I 6 N/CL VELIA T STA: 13+39.48 zz< < o o f i STA'. 12+10 6.00 L (BRIARLEA) I 0 cn cn o o STA '16+72.47 12.00 R (EVANS) r I I o SAN M H-3 - -- ---- - -------- _ I 6. 00 00 Qt STA 24+02.44 6.00 R (CAPRICE BRIARLEA RD 8+ + 11+00 12+0o S88°5 52 E 1 + N STA 10+06 6.00 L (BRIARLEA) o � 6.00' BRIARLEA ROAD 11.00' 00 VELIA CT 31 iO\ d PAD=1485° 923.00' o. o 'STA: 9+55.33 TA: 25+71.2 = o STA: 23+73.44 CAPRICE RD= 00 FH PER B-362 13+28.70 VELIA CT z 9+89.00 BRIARLE 1" AV&AR PER 8"X8" FLG TEE 6' 8"X8" FLG TEE BRIARCL-C INT._ BRIARLEA RD STA: 11+98.00 (0.16R)B-598 (TYPE-B) 2-8" FXH RSGV (N,S) 18' 8' 1-8" FXH RSGV (S) f�8 PVC WATER, C- EVANS STA: 16+66.31 I 8" FXH ADAPTER (W) 2-8" FXH ADAPTER (N,E) I 8" PVC WATER, C-900, CL150 o CL15t), 23' S/CL I CENTER CULDESAC 11' S CL 29 ® STA: 16+43.47 EVANS= 32 W REMOVE PLUG AND 11+73.00 BRIARLEA RD I STA: 10+00.00 PAD=1487. 3 o w " 26 27 28 PAD=1485° 1 11. CONNECT TO 8 RSGV 12"x8" FLG TEE I 25 PAD=1491, 5 PAD=1490, 3 PAD=1489. 4 0o Q PA D1484. 8 W/8" RSGV W/PLUG (w) I PAD=1491. 5 WWW + U � 12" RSGV (N,S) I ' STA: 2 5+73.44 CAPRICE RD 'n I 10+06 BRIARLEA RD X-ING 30 _ TOP 8" SAN=1473.00 PAD=1486. 6 33 BOTT. 18" STORM=1478.45 25°0 1 II SEE SHEET 5 SEE SHEET 5 REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATER/SEWER APPROVED BY: SEAL - ENGINEER: F. J. SPOOR & ASSOCIATES INC. TRACT 305U LP. NO. 050010 AD. 036 & 035 Underground Service Alert PRCFESS�O1 TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT �OFEs;�o,�� , - COUNTY OF RIVERSIDE S.A. 41/33 CaN: TOLL FREE ����o APPROVED BY: �� F Eng0werzng/Land Development Consultants wo. 11-063 • KHALED A. OTHMAN 12' 12'OS FREDERICK J. SPOOR 4885 W. 92nd Place (720)540-7324 WATER & SEINER PLANS 1 -800 t No 33950 ` t ! a C IL NGI EER OF SUBDIVISIONS DATE No 41654 Westminster, CO 80031-6314 Fax (720)540-7325 C.O° 227-2600 INITIAL DATE COORD. 23-C-52 Exp. 6-30-06 ,� KHALE A R.C.E. 33950 DATE PROJ. ENGR. rfc 1 %os * Exp. 12-31-2005 ,� :PR:E�P�RED BYPLAN & PROFILE VELIA CT & BRIARLEA RDCIVIL Q Z APPROVALS WATER OPER. .-� Sj SPECTION CIVIL �Q � • TWO WORKING DAYS BEFORE YOU DIG q� �. CP1-�F� qIF �. C�1FpF� - VELIA CT STA 9+50 TO END SHT 6 of 10 SHTS. NO APPR DATE RECOMMENDED BY DATE SEWER OPER. FREDE ICK J. SPOOR R.C.E. 41654 DATE BRIARLEA RD STA 9+50 TO END D o� 6 f 998-yAl I I I I 15041504 1 500 I 1500 1496 N0 I I1496 i 0 o + of 00 1492 0) -- ~ -- ------ ---- -- ----- ---- ---_---- -'-- --------- -- - --- --------- ---- - ---- --- - --- ------ I'---- - - - -- --- - -- w 1492 w J 00 � `0i I Ln N i. U cD r7 CD r, � cf.) `i ! ~ _ o � o+1488 �` j 1488 Cn W N ------- j n cj Q o c� Q X LJ ��? cn u a- U cn 00 a_ cll 1484 - -- - - - _ - - i ---- - -- -- - ! --- ---- --- ---- - ----- 1484 ! ! RESTRAI� JOINTS I I 1480 1480 _ 050 — -�-- - - - ------------ --------- -r-- ---- - - - - - - - - - - + — \-0 1476 18" PVC ATER 039� : 1476 - ------ ---- ----- - -- -- - - - �-- 0.05- �----------- - -- - - I 18" WATER BY TR 30142-1 : i i I I j i i i i i HSCALE: 1"_ , li VSCALE: 1•- 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 SEE SHEET 9 80 12" PVC WATER, C-900, CL150 �� PAD=1485. 2 25.00' 25' W/CL S 76 77 78 79 0 PRESSURE REGULATORS ARE r PAD=1488. 3 PAD=1487. 7 PAD=1487. 0 o REQUIRED ON ALL LOTS. PAD=1486. 4 r ; PAD=1485. 7 i Z Q � 18" PVC WATER, C-905, 1235 STA: 72+38.�7 (25.00 L) W CL-CL INT t 25' NBC 18 45 HxH BEND CRAIG STA: 73+57.53 y °' EVANS STA: 10+00.00 w _..------- ------ --- -------- - -- - --- LLJ 0 77 0 o < _ ---- ---- -- -- - - -_ --- - ---_--"- - w o 18 WATER ---- ----- w __ - — — — -------- --- - CRAIG AVE � � B Y TR 30142-1 `� _,_�J l,_ ---- — --------- ---------------- I U} 25.00 s - ---- -- -------- — ----- ti - ----_ ---------- —069 00 70+00 —T -- - 7 +00 - S 8 8.56:5 2"E 72+00 S 7 3+00 o 7 4+L00 7 5+00 ------- -- ----------------- --------- ------ Ri3• o ------------ ---------- --- - --- --- --- -- -- - 18" WATER -- - - -- - ---- ----- ol Li z EXISTING ROW ---- - - ------------ -- -- -- - - - -- — - - -- --- - --- - ---- - - - - z - 18" PVC WATER, C-905, CL235 I �'� T.M. NO. 30142 ' STA: 72+87.00 (25.00 R) CROSS VALVES 5 REMOVE BLOWOFF AND AR&AV BY TR' 01542 12" WATER INSTALL 18" 45' HxH BEND BY TR 30142-1 0� o 40 0 20 40 80 1 7 1 ORIGINAL SCALE: 1 "=40' } 5 REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATER/SEWER APPROVED BY: SEAL - ENGINEER: F. J. SPOOR & ASSOCIATES INC. MCT 30554 I.P. W. 050010 AD. 036 & 035 Underground Service Alert o pF2CEESS,a TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT o p�tOFESS�O�^ _ , - COUNTY OF RIVERSIDE S.A. 41/33 APPROVED BY: Engineering/Land Development Consultants Call: TOLL FREE G � � 4885 W. 92nd Place WATER & SEWER PLANS w.o. 11-063 � 6 KHALED A. OTHMAN �, . '�� 14•I�'�5 � FREDERICK J. SPOOR Z (720)540-7324 1-7-800 No. 33950All / Z , /O CI I EN INEER OF SUBDIVISIONS DATE No 41654 Westminster, CO 80031-6314 Fax (720)540-7325 C.O. Z2/ -2600 INITIAL DATE COORD. 23-C-52 7Exp. 6-30-06 ,� L A. M R.C.E. 33950 DATE PROJ. ENGR. 1Z o6 * Exp. 12-31-2005 ,� PRE RED BY: I� PLAN & PROFILE CRAIG AVE 01>1 CIVIL �Q �/ .1 / APPROVALS WATER OPER. sj INSPECTION CIVIL �Q �Z I I STA 69+00 TO STA 73+50 TWO WORKING DAYS BEFORE YOU DIG q (y(,. q SHT 8 of 10 SHTS. NO APPR DATE � RECOMMENDED BY DATE SEWER OPER. FRED ICK J. SPOOR R.C.E. 41654 DATE D- a.Z G 1998.0## ! 1504 i ► i 1504 1500 1500 w � i 1496 t I i j { ! 1496 w I O p i I 1492 0) ! Of ! I i 1492 J � w W ir- J NLn 0 M 0OO :. � NO '� d 1488 Q + Q J CO � o � M CE n ' 1488 I N NWCw rn X Q 0 Z ~ N ~ LJ V m U O W U Fa- 00 xW I - - - - - - - I 1484 I - - - - - i 1484 I RESTRAIN JOINTS 1480 — — I . . !__ 1480 0.0394 1476 18" PVC ATER _—o. I , 1476 i I j � I { i 18" WATER BY TR 30142-1 I i - I ! HSCALE: 1" ' VSCAL.E: 1 69+00 69+50 70+00 70+50 71+00 71+50 72+00 72+50 73+00 73+50 74+00 74+50 75+00 75+50 76+00 76+50 77+00 77+50 78+00 78+50 79+00 79+50 80+00 80+50 81+00 SEE SHEET 9 80 12» PVC WATER, C-900, CL150 s PAD=1485. 2 25.00' 25' W/CL PRESSURE REGULATORS ARE 75 76 77 78 o PAD=1488. 3 PAD=1487. 7 PAD-1487. 0 79 0 ± I y REQUIRED ON ALL LOTS. PAD=1486. 4 PAD=1485. 7 » z I jil O { 18 PVC WATER, C-905, 1235 STA: 72+38. 7 (25.0o L) 25' NBC 18" 45' HxH BEND CL-CL INT s CRAIG STA: 73+57.53 { EVANS STA: 10+00.00 l W10 f iC) f w o r ————-- — ———— ,1 _ z w � 0 18" WATER --------------- -——————--——————- CRAIG AVE — w BY TR 30142-1 __-- t/) 25.00 S 069 00 70+00 71+0o S88'56'S2"E 72+00 ���. 73+00 0 74+�0 75+00 — - -- v C 18" WATERLj Z EXISTING ROW IN'YVW -`vvV/V/YWV^NVIV'V"\ } i i ` 1 �l � 18" PVC WATER, C-905L235 T.M. NO. 3014 2 , C ,�, CROSS; LVES � STA: 72+87.00 (25.00 R) gY TR 01 2-1 REMOVE BLOWOFF AND AR&AV 12" WATER INSTALL 18" 45' HxH BEND BY TR 30142-1 pz` s C, : o� } 40 0 20 40 80 j ORIGINAL SCAL : 1 "=40' S REVISIONS: SEAL - COUNTY: COUNTY OF FJ DE WATER/SEWER APPROVED BY: SEAL - ENGINEER: F. J. SPOOR & ASSOCIATES INC. 7MCT IP• W OWM D. 036 do 035 Underground Service Alert pRdFESSi EASTERN MUNICIPAL WATER DISTRICT �o>Essi � a� TRANSPORTATION DEPARTMENT , - COUNTY OF RIVERSIDE SA. 41/33 Call: TOLL FREE APPROVED BY: ^ , "ooring/La "d D"*"pm*"t ConsWtants q!O. 11-063 KHALED A. OTHMAN Y�i�(�2� � �•I�•O� � FREDERICK J. SPOOR �, 4$$rj W, 92nd Plakce (720}540-7324 w��� � $E��� ��� 1 —800 C I EN INEER OF SUBDIVISIONS DATE r C.0. No. 33950 / / _ ' /© L No 41654 Westminster, CO 80031-6314 Fax (720}540-7325 227-2604 6-30-os INITIAL ATE 12-31-2005 CQQ?D 23-C-52 s Exp. A. R.C.E. 33950 DATE. PROJ. ENGR. is 4t Exp. PR E BY- PLAN & PROFILE CRAIG AVE TWO WORKING DAYS BEFORE YOU DIG �q� CIVIL E Q L /O APPROVALS INSPECTION q CIVIL P SHT 8 of 10 SHTS ¢ , /'�3! !. WATER OPER. -- �� \� • STA 69+00 TO STA 73+50 NO APPR DATE RECOMMENDED BY DATE SEWER OPER. FRE K J. SPOOR R.C.E. 41654 DATE D- i I I I I N I I 00 1494 i I I I 1494 LU---- - - ------- -- (n -- - - ----- NO 0 ! ! I O 'i - + F7_ D I\ ' C) 1490 Lj - - _ ( _ _ ' N J � it - -- - 1490 -- -- - -- ------- - - �- - - ------- ------------ ----- ----t---- - ---i - - II CD N oz Li -70 ri U o d _ w to _00 00 1486 I! Q x ! =� - o w i --- - �- 1486 cv - - - I I I I ---- ------ -- ----- -- --- - -�-- ---j---- - - - ---- Q PROPOSED GROUND AT CENTgRLINE w w � Q w cn m c i cn j G G, E 1482 I - j m '�, 8" RCP STM L �482.32 w - I -___---- --- -- -- - - - ------------ ------ - - - ----- ----- --- - _- - -------- -- ' _ 36" RCR S TM w 1482 RESTR IN JOINTS 186' - -� ~ -- _ _ 30 RCP STM - - r - - - - - - S�p `n _ - I - -- _ 18" RG�P STM - - + 11.02 S T 4` --- - -- u j 1478 - - _ i RESTRAIN JOINTS 156' RESTRAIN JOINTS 56 j - STA:2 I EXISTING GROUN AT CENTERLINE -- - - - S= 0.0013 - _ 5 _ w 1478 ----- -- ------- - -------- --- -- ---_ --- �� 1 r 2 o 4 3 ---- - -- --- -- - TA: 14+41 24 S_O 1 36" RCP STM II _ S= 0.0027 476. 74 k�2 Q 1474 1474 CONNECT TO 18 x 112" CROSS -- �-- ----- --- - ---- --- - -- ----��--- --- - ------ - -+---- --- -- - -- B!Y TR 30142-1 >, I ! II C.G. 12 PVC! WATER CENT R 20 CONTINUOUS CENTER 20' CONTINUOUS I I CL 200, SDR 14 PIPE C-900, CL-150 C-900, CL 200, DR 14 PIPE C-900, rS II CROSSIN UNDER STORM! DRAIN 1470 I I I I ; I � --- -- 1470 PROPO ED 18" SEWER i II INV W =1465.7 PER D-31691 II ROPOSED 18 SEWER ( > I PER D 3169 j1466 1466 - - -- -- - -- -- I ' NOTE: S=0.002� I j DATUM IFFERENCE OF �,58 FT. (1929 S. ! - -- -j- =0.0030 1 I 1988). ADD 2.58 FT. TO MATCH PLANS Y � � HUNSAK R & ASSOCIATE (SHEET D-31 91). z_ j N j 1462 - - ------- --- J i z i �P 1462 i I 0 302.79 LF 18" V P SEWER 175. 3 LF 18" VCP EWER TO MATCHLINE i ! 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 SEE SHEET 8 HSCALE: 1"=40' SEE SHEET 6 32' Q v b J Un a a o a ° a a v 0 9 cv ! :' I o o �' QO Co M Q o o a 00 j . co II Co .-. A .-. W 'D II II II II m A Co m'� d A n= N�N m A ZV CJ i, �P C7 o v C�1 W 0 00 W Oo C7 LL 03 W D LLI o I w co � w w O-� o cn 01 w U1 0) CC) 00 ~ CO m 1 ! ¢ STA: 0+57.83 12" PVC WA ER, C-900, CL1 0 �- POND OUTLET w 30' 30' D D i ICI 0 FH P R B-3 STA: 16+07.17 80' POND OUTLET cv m ��i V Q 62 25 W/CL 18" RC STM FH PE B-362 18 STO M V 7' /N T 30" RC STM 7' INLET I I 56" RCP STM U' z LE 23.00' rn i ij ilmi 6.0 ------------- � - - -! 04 EVANS RD N �36" RCP STM N , 25.00 _ 25.00 �1!0#00 11+00 12+00 13+00 N00°0 '29"W 14+00 1-5+00- 16+88 _ 17+00 18+00 12.00' 19+00 8+�, 21+00 �W N 0 3' 1 Wes,. (n --- --- - - - - -- -- - ----- ---- ---- - r ,. He ,cc�cv r�� 36 RCP STM w - --- H EDGE OF TAPER .� s��_._,_,_ti,. �,.., - 1 � _ - _ L� �� _ ��._. .,.�w_- w � I ! I -_- _. _- = -- -- -------- - ------ -- ---------------- ____.. - --- --------.-------...- ------- SAN M H-1 A - STA: 16+43.47 EVANS= STA 12+10 6.00 L (BRIARLEA) SAN MH-1 STA: 20+11.02 CL-CL INT 11+73.00 BRIARLEA RD STA 16+72.47 12.00 R (EVANS) EX ROW STA 19+75.26 12.00 R X-ING STA: 14+31-26 PER D-31691 CRAIG STA: 73+57.53 STA: 14+41.24 12 X8 FLG TEE PER D-31691 TOP 12' WAT=1477.00 LO > I EVANS STA: 10+00.00 X-ING X-ING W/8" RSGV W/PLUG (W) PROPOSED 18" SEWER BOTT. 36" STORM=1479.15 �D 1 TOP 12" WAT=1475.62 12' E/CL, PER D-31691 -� < i TOP 12" WAT=1475.63 12" RSGV (N,S) Q N c� BOTT. 18" STORM=1476.75 „ W _ CROSS & VALVES BOTT. 30 STORM=1476.4 BY TR 30142-1 �' CL-CL INT. STA: 20+00.63 L"Z X-ING o rn Q BRIARLEA RD STA: 11+98.00 (0.16R) II PRESSURE REGULATORS ARE pip EVANS STA: 16+66.31 TOP 12" WAT=1477.04 REQUIRED �� ALL LOTS. ' BOTT. 18' STORM=1479.96 5 j R Q V R 40 0 20 40 80 I 1 U, I i + o ti I l p I ORIGINAL SCALE: 1 "=40' REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATERf9E4MGii APPROVED BY: SEAL - ENGINEER: D. 036 & 035 Underground Service Alert F. J. SPOOR & ASSOCIATES INC. TRACT 3oa �. nio. o�ooto � PRCt'ESSI� TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT o �oFEss/a,�� � COUNTY OF RIVERSIDE sA. 41/33 APPROVED BY: F Engineering/Land Development Cons�rrltants w.o. 11-063 Call: TOLL FREE �' - mac. WATER & SEWER PLANS • Q KHALED A. OTHMAN IZ•IZ•O�j FREDERICK J. SPOOR 488rj W. 92nd Place (720)540-7324 1 -800 No. 33950 � l Z 7 /v ` I EN INEER OF SUBDIVISIONS DATE No 41654 a Westminster, CO 80031-6314 Fax (720)540-7325 C.0. q�I / INITIAL DATA COORD. 23-C-52 227-2600 L Exp. 6-30-06 ,� KH D A. TH R.C.E. 33950 DATE PROJ. ENGR. 2 e�5 ,� Exp. 12-31-2005 ,� PR ED Y: PLAN & PROFILE EVANS RD. CIVIL APPROVALS INSPECTION - - CIVIL j SHT 9 of 10 SHTS. TWO WORKING DAYS BEFORE YOU DIG STq� - 1 11 WATER OPER. Srq� o�'�P I STA 9+50 TO STA 21+50 NO APPR DATE RECOMMENDED BY DATE SEWER OPER. OF C F DER K J. SPOOR R.C.E. 41654 DATE D- 17072 4/0 8-A( 1506 1506 t 1502 1502 04 + X 0) 1498 I LLJ 1498 M 0 W PROPOSED GROUND AT (CENTERLINE 4 1494 149 1490 1490 EXISTING GROUND AT CENTERLINE �--- RESTRAIN JOINTS 1,31' 1486 1486 n 0) Ljj CG.) 0 1482 DL + 11482 > Li C.G. 12 PVC WATER :E z C-900, Cl--':150 -Li 0 V) 1478 0 II 1478 i I tV 'j I I( � I ! i � !� i' LLJ z 1474 -117 1474 NUM�BERS IN PARENtHESIS ARE TAKEN FROM < I ) "TRACT 30064 SEWE'R AND WATER PLANS", EMWD 1/19/05, PER iD-29058. AP40VED BY NUMBERS NOT IN PARENTHESIS ARE!, FROM 1470 ——------ AS-QUILT SURVEY INFORMATION FROM DENNIS 4 LV 1470 PROPOSED 118 SEWER EXITING 25 LF 18"� VCP SEWER STUB TO BE REMOVED. 1466 1 PER D , 31691 CO TRACTOR TO VqRIFY LOCATION 'AND INVERT PRIOR TO MH CONNECTION 1466 S=0.0 030 1462 0 71 Lo I 1462 ----------- ------------------ (0(0 -j 1771.21 LF 18" VCP, SEWER HSCALE: 1 40* TO MATCHLINK VSCALE: 1-14' 1458 11458 19+00 19+50 20+00 20+50 21+00 21+' 50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+' 00 30+50 31+00 + E k�-9 0 12" PVC WAT 0, CL1 50 CD 25' W/CL 1 8" WATER > 0 PER D-29058 o 01 > 0 00 8" SEWER 00 1 -C�zj TRACT NO. 30064 PRESSURE REGULATORS ARE ICI PER D-29058 CID >I i Co > STA: 21+96.84 REQUIRED ON ALL LOTS. > FH PER B-362 CROSS & VALVES 12" PLUG BY TR 30064 + BY TR 30064 L711 Z FH PER TR 30064 0 M T + —4- 0) — —— — —— — —— — — — — — — ——— — — — — — ———— — — — — F- EVANS ROAD C� i LLJ 11w LLJ CD NO3*23'1 6 0 22+00 + - - -- -- - - - - - - - -I — — --)T+ -0� I .--S� 24+00 25+00 2J6o U) dj I I I I I I I I I I I (11+00) (12+00) (13+00 U-11 18" VCP STUB V) PROPOSED 18 SEWER 14 8" SEWER -P� PER D-29058 PER D-29058 TO BE REMOVED EX ROW 18" SEWER. CL-CL INT PER D-29064 EVANS STA: 23+32.86 (STA 10+00 BY OTHERS) CORSON STA: 36+46.01 > N= i SANMH-EX STA 23+26.92 8.00 L (6.00 L) + UTI Z PER D-29058 0 M V 40 0 20 40 80 ORIGINAL SCALE, 1 "=40' Underground Service Alert REVISIONS: SEAL - COUNTY: COUNTY OF RIVERSIDE WATER APPROVED BY: SEAL - ENGINEER: TRACT 30654 LF. NO. 050010 4D.1 036 & 035 E TRANSPORTATION DEPARTMENT EASTERN MUNICIPAL WATER DISTRICT E F. J. SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE S.A. 41/33 Coll: TOLL FREE APPROVED BY: co Engineering/Land Development Considtants wo. 11-063 KHALED A. OTHMAN \04� 0- -Itt"K e4. 1-2. 1-2*0.7 (�� FREDERICK J. SPOOR -7-- 4885 W. 92nd Place (720)540-7324 1 -800 33950 CICIL) ENGINEER' OF SUBDIVISIONS DATE Lr P WATER & SEWER PLANS C.0. I tit No. 4 4�- M /06 INITIAL DATE No. 41654 Westminster, CO 80031-6314 Fox (720)540-7325 227-2600 6-30-06 ;EWER 9058 1 2, P LU G �-� RESTRAIN JOINTS 1 j F 300 R6/4 B 8 'T'D 4L Exp. KHAJoK AN AN C*E* 311.�1;0 DATE PROJ. ENGR. 4 Exp. 12-31-2005 _LP 23-C-52 CIVIL APPROVALS INSPECTION 9p, /if PR AREI,)p BY: PLAN & PROFILE EVANS RD. COORD. CIVIL w__-- SHT 10 of 10 SHTS TWO WORKING DAYS BEFORE YOU DIG 147,z�-o -WATER OPER. 4 . STA 21+50 TO 23+50 NO APPR DATE RECOMMENDED BY DATE SEWER OPER. IMICK J-�POOR R.C.E. 41654 DATE FRED D- G .5 FTE MAP NOTES Erosi* on Control Plans NEWPORT RD o � THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION SITE BY IMPLEMENTATION OF BEST FOR Q p p MANAGEMENT PRACTICES (BMPS) IN SUCH A MANNER THAT POLLUTANTS ARE NOT DISCHARGED W O O CC FROM THE SITE TO THE MAXIMUM EXTENT PRACTICABLE. Ir 0 0 ILL 0 THE CONTRACTOR SHALL PREPARE THE CONSTRUCTION SITE PRIOR TO THE ONSET OF ANY STORM Er Cl) > p AND SHALL HAVE ALL EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE WINTER Z W MONTHS OCT. 1ST TO MAY 31. TRACT NO. 30554 w Q O THE CONTRACTOR SHALL CONSIDER THE FULL RANGE OF SITE MAP BEST MANAGEMENT PRACTICES COUNTY OF RIVERSIDE, CALIFORNIA �O<<gNp m � FOR ALL DISTURBED SURFACES SUCH AS; BUFFER STRIPS, HYDROMULCH OR MULCH WITH RQ. W TACTIFIER, TRACK WALKING OR IMPRINTING, CHIPPED NATIVE VEGETATION, BONDED FIBER MATRICES, SOIL STABILIZERS, BINDERS, TEMPORARY SEEDING, SITE MAP BLANKETS, AS WELL AS SEDIMENT CONTROLS SUCH AS: FIBER ROLLS, SILT FENCES, SAND BAG AND STRAW BALE BARRIERS, CHECK DAMS, GRAVEL AND FILTER INLETS, DRAINAGE SWALES, AND SEDIMENT BASINS. 215 n SEDIMENT CONTROL BMPS ARE REQUIRED TO BE INSTALLED AT ALL OPERATIONAL INLETS TO THE SITE MAP NOTES ( cont. ) CORSON AVE. STORM DRAIN SYSTEM AT ALL TIMES. THE STORM WATER QUALITY MANAGEMENT PLAN MAY NOT COVER ALL SITUATIONS THAT ARISE H. BUILDING BLASTING AND CLEANING: I 30064 TRACT SITE DURING CONSTRUCTION DUE TO UNANTICIPATED FIELD CONDITIONS. VARIATIONS MAY BE MADE TO TRACT NO. BOUNDARY THE PLAN IN THE FIELD SUBJECT TO THE APPROVAL OF, OR AT THE DIRECTION OF, A PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS, BEFORE THEY START THE REPRESENTATIVE OF THE ENGINEERING DEPARTMENT. JOB, TO ENSURE THAT BLAST RESIDUE FROM HIGH—PRESSURE WASHING OF BUILDINGS IS coRsoN AVE. NOT ALLOWED TO ENTER THE STORM DRAIN SYSTEM. IF PAINT REMOVAL INVOLVES o CRAIG AVE. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BEFORE AND AFTER ALL HAZARDOUS SUBSTANCES SUCH AS LEAD AND MERCURY, THE WASTE MUST BE PREVENTED cc 12 STORMS TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. FROM PERCOLATING INTO THE GROUND AND MUST BE HAULED OFF—SITE AS A HAZARDOUS Q 11 '° 9 i 8 7 WASTE. o PARCEL 3 13 —� RIVE CONTRACTOR SHALL MAINTAIN A LOG AT THE SITE OF ALL INSPECTIONS OR MAINTENANCE OF GARBANI ROAD BEST MANAGEMENT PRACTICES (BMPS), AS WELL AS ANY CORRECTIVE CHANGES TO THE BMPS I. CEMENT, GROUT AND MORTAR WORK, AND CLEAN UP: a P.M. 6088 14 �,, OR EROSION AND SEDIMENT CONTROL PLAN. z ENSURE THAT EMPLOYEES AND SUBCONTRACTORS PREVENT CEMENT, GROUT AND MORTAR < 5 16 17 le 5 THE CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES(S) PRIOR TO SOLIDS, AND CLEAN UP WATER FROM ENTERING THE STORM DRAIN SYSTEM. % COMMENCEMENT OF GRADING. LOCATION OF THE ENTRANCES MAY BE ADJUSTED BY THE POND 13 VICINITY MAP CONTRACTOR TO FACILITATE GRADING OPERATIONS. ALL CONSTRUCTION TRAFFIC ENTERING OR J. SANITARY AND SEPTIC WASTES: 24 23 22 21 20 1 19 4 NOT TO SCALE N LEAVING A CONSTRUCTION SITE, TO OR FROM A PUBLIC RIGHT—OF—WAY, STREET, ALLEY, TRACT SIDEWALK, OR PARKING AREA, MUST CROSS THE STABILIZED CONSTRUCTION ENTRANCES(S). THE SEWAGE IS PROHIBITED IN THE STORM DRAIN SYSTEM. ENSURE SEPTIC TANK SERVICE BOUNDARY / SECTION 9, TOWNSHIP 6S, RANGE 3W OF THE SBB&M ' STABILIZED COMPANY IS INFORMED THAT SEWAGE AND WASTEWATER GENERATED FROM THE �( VELIA COURT 3 TRACT RIVERSIDE COUNTY, CALIFORNIA CONSTRUCTION ENTRANCE(S) SHALL REMAIN IN PLACE UNTIL THE ROAD BASE ROCK COURSE IS DISINFECTION AND WASH DOWN OF SEPTIC TANKS CANNOT BE DISCHARGED TO THE STORM ' \ 2 BOUNDARY COMPLETED. WHEEL WASH IS RECOMMENDED FOR CLAY SOILS. DRAIN SYSTEM. 29 25 26 27 28 ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE SWEPT AT THE END OF EACH K. WATER LINE DISINFECTION, FLUSHING, DEWATERING, AND OTHER NON—STORM WATER REMAINDER PARCEL 1 (OPEN SPACE) so p � WORKING DAY. DISCHARGES: o BRIALF�4 31 [�' LEGEND 45 44 ROA UNLESS EXEMPTED OR AUTHORIZED BY AN NPDES PERMIT ALL NON—STORM WATER / w o IN ALL AREAS WHERE SOIL IS EXPOSED, PROMPT REPLANTING WITH NATIVE COMPATIBLE, C 46 /� , ' 43 0 Q DROUGHT—RESISTANT VEGETATION OR OTHER ACCEPTABLE SOIL STABILIZATION MATERIALS, IS DISCHARGES REQUIRE PRIOR APPROVAL BY THE CITY OR THE REGIONAL WATER QUALITY 32 REQUIRED. CONTROL BOARD. THE DEVELOPER OR CONTRACTOR SHALL NOTIFY THE CITY S STORM � B7 ° TRACT BOUNDARY WATER COORDINATOR AT (951) 674-3124, OR THE REGIONAL WATER QUALITY CONTROL 47 42 33 U ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL DISTURBED BOARD AT (951) 782-4379 A MINIMUM OF FIVE DAYS PRIOR TO ANY DISCHARGE TO THE TRACT — B6 z EXISTING CONTOUR AREAS ARE STABILIZED. THE ADEQUACY OF POST CONSTRUCTION SOIL STABILIZATION SHALL BE STORM DRAIN SYSTEM FOR PLANNED DISCHARGES OR AS SOON AS POSSIBLE FOR 'S / ` 48 41 34 85 > BouNDARY � 58 � 54 �� � � P°N° ^ w — CENTER LINE SUBJECT TO THE REVIEW AND APPROVAL OF THE CITY ENGINEERING DEPARTMENT. CHANGES TO UNPLANNED DISCHARGES. CHLORINATED WATER MUST BE DECHLORINATED TO <0.1 PPM THIS EROSION AND SEDIMENT CONTROL PLAN SHALL BE MADE TO MEET FIELD CONDITIONS, ONLY PRIOR TO DISCHARGE TO THE CITY'S STORM DRAINAGE SYSTEM. SUSPENDED SOLIDS IN — — }9 0 40 35 84 CURB AND GUTTER WITH THE APPROVAL OF, OR AT THE DIRECTION OF, A REPRESENTATIVE OF THE ENGINEERING SEDIMENT LADEN WATER MUST ALSO BE REDUCED TO <75 PPM PRIOR TO DISCHARGE TO 57 I, I 53 DEPARTMENT. THE STORM DRAIN SYSTEM. DEWATERING OF CONTAMINATED GROUNDWATER, OR 63 62 1 60 59 °C 50 O 39 36 RETAINING WALL DISCHARGING CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. , 58 o I. z 83 CONTRACTOR SHALL IMPLEMENT THE FOLLOWING NON—STORM WATER BEST MANAGEMENT 52 51 l 38 37 PRACTICES: L. HAZARDOUS WASTE MANAGEMENT: 64 ADELINA DRIVE MANHOLE / PROVIDE A DESIGNATED HAZARDOUS WASTE STORAGE AREA SUCH AS A TRAILER OR 65 ! ¢ ( _� 81 A. PROVIDE EMPLOYEE SUBCONTRACTOR TRAINING IN CONSTRUCTION OF BMPS: I 69 70 71 � � 8\, � PROPOSED CATCH BASIN TEMPORARY SECONDARY CONTAINMENT AREA. STORE CHEMICALS IN SEALED AND LABELED 66 87 68 O 2 73 74 75 li 76 77 78 OBTAIN APPROPRIATE CONSTRUCTION BEST MANAGEMENT PRACTICE FACT SHE FROM THE CONTAINERS. PROVIDE A SPILL CLEAN UP KIT AND TARPS FOR COVERING STOCKPILED I 0 79 �. "CALIFORNIA STORM WATER BMP HANDBOOK FOR CONSTRUCTION" OR EQUIVALENT AND PROVIDE MATERIALS WHEN RAIN IS PREDICTED. RELOCATE STORAGE AREA INTO TRAILER OR BUILDING COPIES AND TRAINING ON THESE BMPS TO EMPLOYEES AND SUBCONTRACTORS. SHELL WHEN POSSIBLE. INSPECT AREA WEEKLY. PREVENT THE DISCHARGE OF POLLUTANTS _ Top of Slope FROM HAZARDOUS WASTES TO THE DRAINAGE SYSTEM BY TRAINING EMPLOYEES AND TRACT CRAIG AVENUE SS-4 SLOPE EROSION CONTROL B. LIQUID AND SOLID WATER MANAGEMENT: SUBCONTRACTORS ON PROPER MATERIALS USE, LABELING, STORAGE, CLEAN UP, AND WASTE DISPOSAL. HAZARDOUS WASTE. PRODUCTS COMMONLY FOUND ON CONSTRUCTION TRACT No. 3oi4z Toe of Slope PROVIDE A SUFFICIENT NUMBER OF DESIGNATED WASTE COLLECTION AREAS, PHYSICALLY SITES INCLUDE, BUT ARE NOT LIMITED TO: PVC PIPE GLUES, WOOD STAINS AND SEPARATED FROM POTENTIAL STORM WATER RUN—OFF, WITH LIDDED CONTAINERS. ARRANGE FOR PRESERVATIVES, LIME AND CONCRETE CURING COMPOUNDS, BATTERY FLUIDS, WASTE OIL, THEIR REGULAR REMOVAL AND DISPOSAL IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL FUEL, ASBESTOS, OIL BASED AND LEAD BASED PAINTS, SOLVENTS, ASPHALT AND OTHER INLET PROTECTION (SC-10) REQUIREMENTS. CLEAR SITE OF TRASH, INCLUDING ORGANIC DEBRIS, PACKAGING MATERIALS, PETROLEUM BASED PRODUCTS. INDEX FERTILIZERS, HERBICIDES. AND PESTICIDES, AND SOME SOIL INDEX MAP SCRAP OR SURPLUS BUILDING MATERIALS AND DOMESTIC WASTE DAILY. C. CHEMICAL AND MATERIAL DELIVERY AND STORAGE: M. PROHIBITED DISCHARGES: 1"=200' N �> OCJ�O SAND/GRAVEL BAGS (SC-8) PROVIDE A DESIGNATED CHEMICALS STORAGE AREA, WHICH HAS A TEMPORARY SECONDARY SPILL THE FOLLOWING DISCHARGES INTO THE STORM DRAIN SYSTEM ARE PROHIBITED: DISCHARGES CONTAINMENT SYSTEM. STORE ALL CHEMICALS IN SEALED AND LABELED CONTAINERS. PROVIDE A THAT COULD HAVE AN IMPACT ON HUMAN HEALTH AND THE ENVIRONMENT, CAUSE OR SPILL CLEANUP KIT AND TARPS FOR COVERING STOCKPILED MATERIALS WHEN RAIN IS PREDICTED. THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR NUISANCE; DISCHARGES THAT EXCEED VEHICLE TRACKING PAD (TC-1) RELOCATE CHEMICAL STORAGE AREA INTO A TRAILER OR BUILDING SHELL WHEN POSSIBLE. ANY WATER QUALITY STANDARD CONTAINED IN THE STATEWIDE WATER QUALITY CONTROL INSPECT AREA WEEKLY FOR LEAKS AND SPILLS. PLAN OR LOCAL BASIN PLAN; AND DISCHARGES CONTAINING HAZARDOUS SUBSTANCE EQUAL D. CONCRETE WASTE: TO OR IN EXCESS OF A REPORTABLE QUANTITY LISTED IN THE FEDERAL REGULATIONS 40 — PROPOSED FLOW DIRECTION CFR PARTS 117 AND 302. PROVIDE A DESIGNATED AREA FOR A TEMPORARY PIT TO BE USED FOR CONCRETE TRUCK EXISTING FLOW DIRECTION WASHOUT THAT IS AT LEAST 50 FEET FROM ANY STORM DRAINAGE CHANNEL. REQUIRE DISPOSAL MATERIALS THAT CAN CAUSE OR CONTRIBUTE TO POLLUTION OR A VIOLATION OF ANY OF HARDENED CONCRETE OFFSITE. AT NO TIME SHALL A CONCRETE TRUCK DUMP ITS WASTE AND APPLICABLE WATER QUALITY STANDARD INCLUDE, BUT ARE NOT LIMITED TO: SEDIMENTS, CLEAN ITS TRUCK INTO THE CITY STORM DRAINS VIA CURB AND GUTTER. INSPECT DAILY TO CONTAMINATED SOIL, SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SILT FENCE (SC-1) CONTROL RUNOFF, AND WEEKLY SEALANTS, GLUES, LIMES, PESTICIDES OR HERBICIDES, WOOD PRESERVATIVES OR SOLVENTS; FOR REMOVAL OF HARDENED CONCRETE. ASBESTOS CANTS, OR HYDRAULIC,FRADIATOR AIAND NT F BATTERY LAKES RFL IDS; FERTILIZERS;STUCCO S.VEH VEHICLE/EQUIPMENT NT IWASHWATER SEE SHEET 4 OF 4 FOR B M P'S LEGEND OR CONCRETE WASH WATER; CONCRETE, DETERGENT OR FLOATABLE WASTES; WASTES FROM E. PAINTING AND DRYWALL WORK: ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING; CONTAMINATED GROUNDWATER AND CHLORINATED POTABLE WATER LINE FLUSHING. PROVIDE INSTRUCTION TO EMPLOYEES AND SUBCONTRACTORS BEFORE THEY START THE JOB, REGARDING REDUCTION OF POLLUTANTS INCLUDING MATERIAL STORAGE, USE, AND CLEAN UP. DRYWALL EQUIPMENT, PAINTBRUSHES, AND ROLLERS CANNOT BE WASHED INTO THE STREET OR WPCM 24 HOUR NUMBER STORM DRAIN SYSTEM. F. VEHICLE FUELING, MAINTENANCE AND CLEANING: LEGAL DESCRIPTION JOHN BOGGS: (951 ) 453-5818 IF FUELING MUST OCCUR ON—SITE, PROVIDE A DESIGNATED FUELING AREA, LOCATED AWAY FROM PARCEL 4 OF PARCEL MAP NO. 6088 AND THE SE 1/4 OF THE NW 1/4 DRAINAGE COURSES, WITH SECONDARY SPILL CONTAINMENT. ENSURE THAT THE FUEL TANK AND OF SECTION 9, T6S, R3W OF THE SAN BERNARDINO BASE & MERIDIAN, NOZZLES ARE KEPT INSIDE OF THE CONTAINMENT AREA. DO NOT ALLOW MOBILE FUELING OF EXCEPT THE N 1/2 OF THE N 1/2 OF SAID SE 1/4 OF THE NW 1/4. EQUIPMENT. INSPECT FUELING AREA WEEKLY FOR LEAKS OR SPILLS. PROVIDE DRIP PANS FOR ALL IN RIVERSIDE COUNTY, CALIFORNIA. AREA = 35.5 ACRES. LEAKING EQUIPMENT OR EMERGENCY EQUIPMENT MAINTENANCE. RESTRICT ONSITE MAINTENANCE OF EQUIPMENT TO A MINIMUM. DO NOT ALLOW WASHING OF VEHICLES OR EQUIPMENT INTO THE STREET OR STORM DRAIN SYSTEM. G. ASPHALT, SAWCUTTING, CORING, AND GRINDING ACTIVITIES: INFORM EMPLOYEES AND SUBCONTRACTORS TO PROTECT CATCH BASINS WHEN APPLYING ASPHALT OWNER ENGINEER SOILS ENGINEER UTILITIES SEAL COAT, SLURRY SEAL OR FOG SEAL, AND TO PREVENT SAWCUTTING SLURRIES, CORING OR AC GRINDING WASTES FROM ENTERING THE STORM DRAIN SYSTEM. MOSAIC 85 INVESTORS, LLC F. J. SPOOR & ASSOCIATES, INC. GEOSOILS, INC. EASTERN MUNICIPAL WATER DISTRICT VERIZON SO. CAL. EDISON COMPANY SO. CAL. GAS COMPANY c/o CORMAN LEIGH COMMUNITIES, INC. 4885 W. 92ND PLACE 26590 MADISON AVE. 2270 TRUMBLE RD. 150 SOUTH JUANITA 26100 MENIFEE ROAD 25200 TRUMBLE ROAD 32823 HIGHWAY 79 SOUTH WESTMINSTER, CO 80031 MURRIETA, CA 92562 PERRIS, CA 92572-8300 HEMET, CA 92543 ROMOLAND, CA 92585 ROMOLAND, CA 92585 TEMECULA, CA 92592 TEL (720) 540-7324 TEL. (951) 677-9301 TEL. (951) 928-3777 TEL. (909) 925-6253 TEL. (909) 928-8290 TEL. (909) 335-3994 TEL. (951) 296-5070 —PRo � REvisloNs: DESIGNER: FJS J? FE T I F. J . SPOOR & ASSOCIATES, NC. COUNTY OF RIVERSIDE EROSION CONTROL PLANS DRAFTER: FJS FREDERICK J. SPOOR ? - APPROVED BY: CHECKED: FJS Na 41654 Engineering/Land Development Consultants * Exp. 12-31-2007 � TRACT NO. 30554 sTq COUNTY ENGINEER CIVIL o �P 4885 W. 92nd Place (720)540-7324 of CA\-\F j Westminster, CO 80031-6314 Fax (720)540-7325 COVER SHEET SHT � of 4 SHTS. 'ZIzZI NO APPR DATE DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 10/05/05 938• H � � ______ - - - - - . I , i - I - I __ . 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I i , * I ! �-, W ( I '41 , I 1 i / � � � " ; I � / I � 1 1 � ./ f, BRIALEA 0 ROAD I I \ I , / � , /�" . ii:1ji-) i'_ , I ; I 1 - .�, " 11 I i � I i i __ � � I , � I , , p ir i . � , . , . , ,/ ,�, A 111 I I r � : . I , ,T/17 !� !� �� I I I I I REVISIONS: DESIGNER: FJS ,,,, IiO�I %-N'-NR & ASSOCIATES INCO COUNTY OF RIVERSIDE EROSION CO L PLANS DRAFTER: FJS . F. J. SPC17A_j 31 I I � FREDERICK J. SPOOR % Enginoering/Land Dewloprmnt Considtants - - APPROVED BY: CHECKED: FJS I I No. 41654 - MACT NO. 30&U _,�__� - � � - " ______ __ __�' I �_ _ -___ _____ - - _____:: 7___ / __:- ___ _ _ ::71 __ __ - - __ - �� - -N_ _�,__:�_ R!,_ , 1�� , � �_�__ � ��__ =,--------:\---- _� - - :t7_____________�_ 1 /�7-////__� -, , / , / 1, / I �� /I / z I I /�- - /Z __ . I I - IZ 7/ - ,z // // - , /�=_� "I , 01, T_ _/ , ", I r_,�'j , 'I I "' \ 1. `� I, * Exp. 12-31-2007 * i - . CIAL 41385 W. 92nd Place (720)540-7324 1 SFIT2 of 4SHTS. . I OF v Westminster, CO 80031-6314 Fox (720)540-7325 � I I I I i DATE: 1 1 ! NQ I __ - - __ APPIR r­DATE I . I I I DATE: I HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED - - "ff 0#ff ;jU I TC-2 SC-7 31 i SC-8 \ � 40 0 20 40 80 SC-1' i ' / SS-4 46 ORIGINAL SCALE: 1 "=40' i r / 32 47 42 I OPEN SPACE .� � 3 3 �, _ ✓ ` 10' 18' 18' r u i �10• II ♦ \ 55 �, � - ,� i 3 Sc 1 ♦ / A i ✓ �j SC 0 • �' A TC-2 \ i\/ ,�/ Type 2 ( ) 7 56 54 SS 4 v 0 4 i o0 35 o� ■ / SS-4 �, - gC�B I 5 TC-2 I U _ \ SC 53 o - I o WM-4 j' v , 50 X o I I 36 5o o , y y z y, 62 61 60 - - 58 , I I ' S6 52 51 I 8 Q 38 37 I ---- — — — 4 -- -- TC-2 o TC-2 - ■ - o \ SC-7 SC-7- ^--- ADELINA DRIVE SC-8 (TYP.) _—_-_ cc ■ CD -1 0 23 23' 65 I � ■ 1 I 1 U 17 7370 71 a 66 67 68 69 74 75 76 77 I� 23' 2 78 79 I I — — — — o - � TC-2 - SC-7 _f ° SC-8 (TYP.) ----� TC-2 SC-7 � V CRAIG AVENUE T.M. NO. 30142 FE REVISIONS: DESIGNER: FJS �o PROFESS���^ F. J. SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE EROSION CONTROL PLANS DRAFTER: FJS FREDERICK J. SPOOR 2 APPROVED BY: CHECKED: FJS No. 41654 Engineering/Land Development Consultants TRACT N0. 30554 4c Exp. 12-31-2007 CIVIL (720)540-7324 I COUNTY ENGINEER sTq� FP 4885 W. 92nd Place — Fax 720 540-7325 SHT 3 of 4 SHTS. OP cA�� Westminster, CO 80031 6314 ( ) DATE: 10 05 05 NO APPR DATE DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED / 9316&VNY I I Ir -7 } - - - - - - _ iI / - Y X I I I i - II I• I I / I \' i - I I I I '/ r I — J- -� _ 1 I .1 I _ t — \ I 'I I I i' - - 1! r - , \ II I \ I : I f I I' I _ 1 _ i I - � I I , r , I I ;, , ,- 'J' ;' \ 1, I I I Y _ - \ \ , 1 t I I I __ -_ I - _ I i I � , '\ i l I I - , I , ,ice . i � /' I / I I / _ I' I \ i i / — l _ � r i �I. I, I \ \ / I I a \ 1 r / I 1 I , I , I '; I i l i - 1' I I/I \' r I i - / i /, I I i I i / II I , \ 1 i - I I i' I � \ I 1. i { : I I I( i i I I \\ I ; I I I ( / . I 'i! 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J. SPOOR & ASSOCIATES, INC. DRAFTER: FJS c� FRED RICK J. SPOOR _ -_- - - ---.. _ _ - - - -_" __ _ APPROVED BY: CHIECKED. FJS No. 41654 �ng/IAnd �op' L'O'nnd tant3 TACT N0. 30�554 is Exp. 12-31-2007 clvl� (720)�44-7324 COUNTY ENG�1+lEER �T 3 of 4 SHTS. �P 4885 W. 92nd Place �� cap- Z Westminster, CO 80031-6314 Fax (720)540-7325 f APPR DATE DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 10/05/05 30 , TC-2 BRIALEA ROAD BRIARLEA RD . SC-7 31 —- - J�--_ y — ,� BMP > S per CalTrans> Stormwater Quality Handbook: SC-4 (TYP.) / i EROSION CONTROL SS- 1 SCHEDULING I 32 SS-4 HYDROSEEDING 86 I � 11 SEDIMENT CONTROL 1 j SC- 1 SILT FENCE I 1 SC-4 CHECK DAM I _ � 40 0 20 40 80 3 I SC-7 STREET SWEEPING/VACUUMING I 56' 85 ORIGINAL SCALE: 1 =40' SC-8 SANDBAG BARRIER (GRAVEL BAG) SC- 10 STORM DRAIN INLET PROTECTION I — — — — 1 WIND EROSION CONTROL \V 34 SS-4 3:1 SC-10 f I Slope 1° SC-8 1 1 1 WE- 1 WIND EROSION CONTROL I Type I I 1 TRACKING CONTROL POND A c 1 1 I * <XXTC- 1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 0 o l I 1 �� TC-2 STABILIZED CONSTRUCTION ROADWAY 9 0I 3:1 Slope C 0 L_ S_4J I � Y_ ° WASTE MGMT. & MATERIALS POLLUTION CONTROL 35 o� I { *WM- 1 MATERIAL DELIVERY AND STORAGE CC 84 ( I WM-2 MATERIAL USE 1 SC-8 1 *WM-3 STOCKPILE MANAGEMENT w WM-4 SPILL PREVENTION AND CONTROL e 1 *WM-5 SOLID MANAGEMENT 38 Q I - _ _ WM-6 HAZARDOUS WASTE MANAGEMENT U � WM-7 CONTAMINATED SOIL MANAGEMENT / *WM-8 CONCRETE WASTE MANAGEMENT WM-9 SANITARY/SEPTIC WASTE MANAGEMENT I - ' Q ��. NON STORMWATER MANGEMENTp 37 1 , , 3`, I rr NS- 1 WATER CONSERVATION PRACTICES 8 to 2 I NS-3 PAVING AND GRINDING OPERATIONS � Z NS-6 ILLICIT CONNECTION/DISCHARGE I Q NS-7 POTABLE WATER/IRRIGATION TC-2 _ I TC-2 SC-7 - � *NS-8 VEHICLE AND EQUIPMENT CLEANING SC-7 ;� �� W -- *NS-9 VEHICLE AND EQUIPMENT FUELING *NS- 10 VEHICLE AND EQUIPMENT MAINTENANCE CD NS- 12 CONCRETE CURING 81 - NS 13 CONCRETE FINISHING NS- 14 MATERIAL AND EQUIPMENT USE LOCATION SHOWN MAY BE MOVED OR MODIFIED AT THE 80 DISCRETION OF THE SITE CONTACT PERSON. 7-8-- 79 SC-7 �i WPCM 24 HOUR NUMBER - _ JOHN BOGGS: (951 ) 453-5818 CRAIG AVENUE T. M. NO. 30142 PR�Eioyq� REVISIONS: COUNTY OF RIVERSIDE EROSION CONTROL PLANS DESIGNER: FJS ,� F. J. SPOOR & ASSOCIATES, INC. DRAFTER: FJS w FREOERIC+F' . SPOOR m APPROVED BY: CHECKED: FJS No. 41654 Engineering/Land Development Consultants * Exp. 12-31-2007 , COUNTY ENGINEER TRACT NO. 30554 CIVIL P 4885 W. 92nd Place (720)540-7324 OF CAUF� \ Westminster, CO 80031-6314 Fax (720)540-7325 SHT of SHTS. Z�22� I NO APPR DATE DATE: FHORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED DATE: 10/05/05 90f8m#ff 30 .. ........ —TC-2 BRIALEA c ROAD ' $RIARLEA RD. � SC-7 -------goo- OOK 31 L4 g7l C� SC-4 (TYP.) BMP' S per CalTrans' Stormwater Quality Handbook: ---------------- EROSION CONTROL SS-1 SCHEDULING 321 0 �n SS-4 HYDROSEEDING cyo 0 0 SEDIMENT CONTROL ) SC-1 SILT FENCE 41- SC SC-4 CHECK DAM 40 0 20 40 80 SC-7 STREET SWEEPING/VACUUMING 4 � 3 1 i 56' f, SC-8 SANDBAG BARRIER (GRAVEL BAG) ORIGINAL SCALE. 1 "=40' 85 ic 1 18' 1 18' SC- 10 STORM DRAIN INLET PROTECTION J WIND EROSION CONTROL 7/777--/ /777/71 WE-1 WIND EROSION CONTROL 34 I �=� %. � ,ISfI-101 TRACKING CONTROL T)" 2 POND A (Typ.) 0 7-7 *TC-1 STABILIZED CONSTRUCTION ENTRANCE/EXIT 0 o 0/ If i 1/" 1,/r:I -,�/- TC-2 STABILIZED CONSTRUCTION ROADWAY 0 0 0 7- -i4' 0 Q: WASTE MGMT. & MATERIALS POLLUTION CONTROL 35 < 0 *WM- 1 MATERIAL DELIVERY AND STORAGE 01 84-- WM-2 MATERIAL USE I SC-8 0,_ *WM-3 STOCKPILE MANAGEMENT w WM-4 SPILL PREVENTION AND CONTROL *WM-5 SOLID MANAGEMENT 36 WM-6 HAZARDOUS WASTE MANAGEMENT 4­1 —7 CONTAMINATED SOIL MANAGEMENT 0 WM 0 0 *WM-8 CONCRETE WASTE MANAGEMENT < WM-9 SANITARY SEPTIC WASTE MANAGEMENT 0 NON—STORMWATER MANGEMENT 1 1150, ­37 141 11 32' > Q q, NS-1 WATER CONSERVATION PRACTICES : 82 Q ­4 NS-3 PAVING AND GRINDING OPERATIONS z NS-6 ILLICIT CONNECTION/DISCHARGE -7 POTABLE WATER IRRIGATION TC-2 NS co A ff SC-7 TC-2 *NS-8 VEHICLE AND EQUIPMENT CLEANING SC-7 iY2 L0 LLJ *NS-9 VEHICLE AND EQUIPMENT FUELING T *NS- 10 VEHICLE AND EQUIPMENT MAINTENANCE NS-12 CONCRETE CURING NS- 13 CONCRETE FINISHING A NS- 14 MATERIAL AND EQUIPMENT USE LOCATION SHOWN MAY BE MOVED OR MODIFIED AT THE 80 DISCRETION OF THE SITE CONTACT PERSON. 78 _ _ 79 J i X -- ----------- 51 48 0 TC-2 Ln SC-7 00 14 8 1— WPCM 24 HOUR NUMBER ------------ -------------- JOHN BOGGS: (951 ) 453-5818 —RAI F-- J TM. NO. 30142 -- ---- REVISIONS: DESIGNER: FJS F. J. SPOOR & ASSOCIATES, INC. COUNTY OF RIVERSIDE E ITML PLANS DRAFTER: FJS FW ERI SPOOR APPROVED BY: CHECKED: FJS No. 41654 n"ring/Land Dtwlop"wnt Considtants —7/ 4 Exp. 12-31-2007 COUNTY ENGINEER TMCT NO. 3OW4 CIML 4W5 W. 92nd Place (720)540-7324 SHT4 of 4SHTS. OF Westminster, CO 80031-6314 Fax (720)540-7325 NO NAPPR DATE LJ DATE: HORZ. SCALE: AS NOTED VERT. SCALE: AS NOTED 10/05/05 • ffff