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HomeMy WebLinkAboutParcel Map 19580 Parcel 1-3 Precise Grading SEC. 2, T8S, R3W EROSION AND SEDIMENT CONTROL, NOTES 1. THESE NOTES ARE COMPREHENSIVE AND SHOULD BE APPLIED ACCORDING TO SITE-SPECIFIC CONDITIONS. YEAR-ROUND POLLUTION PREVENTION MEASURES, ALSO `'� KNOWN AS BEST AGEMENT PRACTICES (BMP'S), MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROLS � < MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR EROSION AND SEDIMENT y � CONTROLS THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL EXPOSED �' HOZ SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM SUBCONTRACTORS. 2.STORM WATER RUNOFF SHALL BE FILTERED PRIOR TO ETC.). ALG FROM A SITE OR TO PRIVATE L NON PERMITTED DISCHARGESAREPRLIC OHIBITEDMFROM ENTERING ANYSYSTEM STORMWATER CONVEYANCE SNATURAL SS A'9 �Q 0�� SYSTEM WATERCOURSES, FLOW-LINES, INLETS, ) S I�E E T I N D E �. ... . ,�AI 3.IF THE PROJECT WILL DISTURB EXPOSE OR STOCKPILE ONE 1 ACRE OR MORE OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE GENERAL CONSTRUCTION , _ I o ( } W 61 , Q� ( ,, PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER SHALL BE PROVIDED TO THE CITY PRIOR TO ISSUANCE OF A GRADING PERMIT, AND A STORM WATER _ ` 70° � �'�' ��� 1. C-1 TITLE SHEET ��L- POLLUTION PREVENTION PLAN SWPPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT. THE SWPPP SHALL BE READILY AVAILABLE TO CITY ( ) . , � T THE CONSTRUCTION PERMIT CAN BE DOWNLOADED : _� 2. C-2 PRECISE GRADE SHEET AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. E £ AT11 �i, \ ,,., E WWW.WATERBOARDS.CA.GOVjWATER_ISSUES/PROGRAMS/STORMWAT£R. THE SWPPP TEMPLATE CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COMjCONSTRUCTfiflN. ', .. I 3. SD-1 ON-SITE STORM DRAIN G �► 4.ADDITIONAL EROSION AND SEDIMENT CONTROL MATERIALS SHALL BE STOCKPILED AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE IMPLEMENTATION � = . 4. SD=2 STORM DRAIN DETAILS pp,K SIA -� 0 WITHIN SEVEN (7) DAYS PRIOR TO ANY FORECASTED RAIN. THE DEVELOPER/CONTRACTOR SHALL MAKE AVAILABLE EQUIPMENT AND WORKERS FOR EMERGENCY WORK 1 LSF . TO PROTECT THE SITE. . .�... _ G� ��G 5 SD-3 STORM DRAIN DETAILS 6. E 1 EROSION CONTROL PLAN 5.PERIMETER PROTECTION MUST BE INSTALLED PRIOR TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT WILL BE IMMEDIATELY GRADED OR : t" PRECISE GRADE PLANS PA 12, 0096 OUTDOOR CHANNEL I 11 I I I D DISTURBED. A COMBINATION OF EROSION AND SEDIMENT CONTROLS SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. ALL DISTURBED AREAS OF AN I RANCHO 15 __ _ I _ .. � INACTIVE SITE, AS DESCRIBED IN SUBARTICLE 6.3(B) OF THE GRADING MANUAL, SHALL ALSO BE PROTECTED. 11 ,r I Q 6.ALL EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT THE SITE TO PROTECT PERIMETERS, L VICINITY MAP ADJACENT PROPERTIES, ENVIRONMENTALLY SENSITIVE AREAS, AND ALL PRIVATE AND PUBLIC STORM WATER CONVEYANCE SYSTEMS. IF ANY EROSION OR SEDIMENT T MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR PLACE. I 11 / CONTROLS FAIL DURING ANY RAIN EVENT, Q .; A_, , :11 11 _= NOT TO SCALE :I >, 7.EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, APPLYING AND ESTABLISHING VEGETATIVE COVER, WOOD MULCH, STAPLED OR PINNED BLANKETS1. ,; CrRAPHIC SCALE GRADING NOTES (STRAW, COCONUT OR OTHER), PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON CONTROLS TO ALL DISTURBED AREAS, OR OTHER MEASURES : - } m g1-1 60 0 30 so 120 180 APPROVED BY THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4:1, PROVIDE FIBER11� °x,I .. I :„ 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.} SHALL B£ PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 3500 LB ACRE OR A STABILIZED FIBER MATRIX PRODUCT APPLIED TO A RATE OF 10 �... E TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL APPLICABLE GAL/ACRE. THE CITY MAY APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. -11 - STANDARDS, THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER RESOURCES CONTROL BOARD (SWRCB) �. :sem ` ': NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. i ( ) 8.SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT LIMITED TO, DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, GRAVEL BAG CHEVRONS FILLED V IN FEET { , . ,: WITH MINIMUM 3/4" GRAVEL), CHECK DAMS, DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL BE INSTALLED IN 15 FOOT (15') INCREMENTS MEASURED ALONG flN ' ; - _ 2. PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF ANY WORK ON THE SITE. 1- I : . I inch = 60 ft. THE FACE OF THE SLOPE. SILT FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED WITH GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE __ 11, I3. NOTIFICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE AT 951 308-6395 AT LEAST 24 HOURS IN ADVANCE OF BEGIN� ING SIDEWALK RIGHT-OF-WAY OR BACK OF CURBS. I � [, 1 , � � �I 'll I � ANY CONSTRUCTION/GRADING OPERATIONS. { ) 9.ALL ONSITE AND OFFSITE FLOW LINES (V-DITCHES, BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC. STORM WATER CONVEYANCE SYSTEMS, ( ) � I 4 ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION Y , . SOILS. ALL CONSTRUCTION/GRADING ACTIV N B MATRIX CHECK DAMS, CHEVRONS, SILT FENCES AND DESICTlNG BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION MATERIALS, WASTE, MISCELLANEOUS DEBRIS, AND DETERIORATED EROSION AND SEDIMENT CONTROLS YEAR-ROUND.CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE _ #CAL CONSULTING DATED MAY 16, 2012. SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. .i* GEOTECHNICAL 11 I MESH RECEPTACLES WILL NOT BE ALLOWED. WASH-OUT STATIONS S� BE PROVIDED FOR CONCRETE, PAINTS, STUCCO, AND OTHER LIQUID WASTE SHALL BE LINED 5. CUT FILL. WITH PLASTIC AND LOCATED AWAY FROM STREETS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES, ETC. PRIOR TO ANY FORECASTED RAIN, BINS AND WASH-OUTS .. .� , 6. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 UNLESS OTHERWISE SHALL BE COVERED WITH A LID OR PLASTIC TARP. 1:1I'll1. I LES HER SE APPROVED BY THE CITY ENGINEER, AND SHALL COMPLY WITH THE RECOMMENDATIONS OF THE WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR TO PREVENT TRACK-OUT. INTERIOR :° 11 SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. , 10. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZEDI 11 ,> I �_ , „ s2 a ao-o2s ..,._ aP ACCESS POINTS ALL PROPOSED DRIVEWAYS MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC. SHALL ALSO BE PROTECTED WITH ROCK TO PREVENT - , po ran ei z 7. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, VEGETATION AND OTHER ( / ) t �. ,. ,.,... ...,,= r, . i poubo land dewater TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS ' � ' � ° ' sub-111507 FEET, THE TERRAIN MUST BE KEYED AND BENCHED INTO EITHER BEDROCK CO.�aELETERIOUS MATERIAL. IF THE SLOPE RATIO EXCEEDS 5.1 AND IS GREATER THAN : < „,r,' - OR NATIVE ILA DIRECTED Y TH SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT y eeX' _ SOIL, S D E B E GEOTECHNICAL ENGINEER. .. � mac. onbv ,It t s SEAL COATS, AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 8 TONE AND FIVE TENTHS SHALL BE SUBMITTED TO PUBLIC WORKS BY A REGISTERED V .r - I 11 ,I N , . STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT S I. LEA (i 5) CI IL 11. S# T IN B SIZED ACCORDING TO THE STATE GENERAL CONSTRUCTION PERMIT 3600 CUBIC FEET OF STORAGE PER ACRE OF DISTURBED SITE f DE LING BASINS SHALL £ Z { ), -- -- ;. ._,- fl, , ,..s . ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. THIS PERMIT. WATER SHALL BE FILTERED AND DRAINED FROM BASINS WITHIN 72 HOURS. ... �_t .ry... EVEN IF THE SITE DOES NOT REQUIRE COVERAGE UNDER 4 +rpro�� 9. D. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER SAILS ENGINEER OR GEOLOGIST WHO SHALL SUBMIT TWO SETS 12. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. ERASION AND SEDIMENT CONTROLS ARE .t x _ r, .. F WRITTENFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. -, ' .�11 .�,. .. ..... 141- �. .: ..v., I I'll10 DRAINAGE. -- ," 41,�._ 11. AS PPI APPLICABLE,CABLE PROVIDE CONCRETE BROW DITCHES T CES O CONVEY 100-YEAR STORM FLOW R PROVIDE RA FUEL TANKS PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL BE STORED AWAY FROM11 S 0 RO DEG DED BERMS ALONG THE TOP OF ALL GRADED 13. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. >? a�os» P�xG LOT A ; . ; . ` SLOPES OVER THREE FEET IN VERTICAL I . �: E C L HE GHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. ALL ALL PRlV4TE PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW ONES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE "I I . / -�e �.� DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN. -:�- = - _. , . -�-- , . 12. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATO WATER 14. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACED ON THE DOWN HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. I � ;, , ,�,, RAL ATE COURSES SHALL BE 15. IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING "PONDED WATER-DO NOT ENTER" SHALL BE POSTED. I'll PERMITTED. I --- IL- = 1. -,r y. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO T M WATER CONVEYANCE SYSTEM UNLESS ALTERNATIVE DRAINAGE FACILITIES HAVE 1 16. NO OBSTRUCTIONS, OTHER THAN BMP S, SHALL BE ALLOWED WITHIN ANY S OR E 0 , E z. r PROTECT A # A BEEN APPROVED BY THE CITY ENGINEER. ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING CONSTRUCTION/GRADING OPERATIONS. k�, 1 PROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING 4. AP ADJOI IN iTHE GRADING I ," "". I 0 _5 '_-', 1, I - PROJECT. GENERAL NOTES 11 .� � ' ' a � 15. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. y�i 16. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL B£ A ONE-HA PERCENT (0.5%). 1. N F TH CITY'S IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC �_ 1 1 , �3, - _; - �., � "�� : ;:', LF 1. STANDARDS. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT EDITION 0 E BLIC :. � - - /.: Z -Z -y a 921 -040-028 v pn,,, Por ti "b &c k 2 Pau . . .. . . . . .. . bo land & -wo-te Co s u b �1 1/5 0 7 ex /P load u§,e SC ex.,.� zon In g 90TC IX 6, .9; 0 1011. 1011,40FS GRAPHIC SCALE C :101 1.34TC 0 'BEREMOVED -1010.84F EX. TREES TO 0000" 20 10 20 40 60 Kt U '1010.9 0.84FS IN FEET 0 Xi I inch 20 ft. 101 MA 2.34t 84F 10 13 -N47*01 03 E 01 2.20TC EX. RETAINING WALL S7 101 1.70FS 1011./UF 1 -4 HP 012.39TC 24 C" <\ 7 5 1011.89FS luiz.bUIC 1012.1 OFS 9f 1012.50TC D13.00TC 0000 CONSTRUCTION NOTES OD 1012.00FS 1012.5OFS 101 1.87TC 7 2 1 ....... 1012.31 TC TYP -6 CURB ONLY PER CITY OF HP FS TEMECULA STD. 204A 1011.81FS C14 CONSTRUCT 6" TYPE "D 12 C C-) ----- 1012.3 1 1012.0 101 2.04TC 01 2.19TC 1011.36TC 3 TC\ 1 FL 1011.57FS 101 1.5OFS 0 1011.81 FS PROP. WATER 101 0.86FLI 101 1.54FS 11.'9FS -6" CURB AND GUTTER, MODIFIED (1' GUTTER). 1012.15TC/ CONSTRUCT 6" TYPE "A 3 3. % 1011.19F -1011.65FL QUALITY BASIN 91TC -�SEE SD PLANS) 101 2.50TC 1010.41FL 0 R=1 011.78FS O1O.q1 1010.47 1011.12TC: 101 1.62TC: 1010.62 1011.17TC CONSTRUCT 2' WIDE RIBBON GUTTER PER DETAIL SHEET 2. 99 011.12FS 1011.60TC LP L��1012.00FS 01 0.97TC- I-Pt 1011.83TC- INSTALL 0.33' AC PAVEMENT OVER 0.5' CLASS 2 BASE* 2 011.33FL R 1 lul JOB,- 1.1 OFL 9 1010.67 OP R SO\\' 101 ifflft RELOCATE EX.ISTING UTILITY. 2 1012.15TC 101 1.65FL 011 46FS 1010.70FL TY 11.41 11.60TC: 10 1 OFS7N TYP 1010.91F 1 2 RECONSTRUCT EXISTING RIBBON GUTTER TREES TO 1011. 10 FL" 1011.60TC 1011.10F 2 9 101 1.84TC 10 1.42FL_,, 1010.81 BE REMOVED 1011.92 "�l 011.90FS PROTECT EXISTING IN PLACE. 101 2.06TC: TING CURB. 1011 34FL REMOVE EXIS 1.72TC' 1011.56FS 11.06TC REMOVE EXISTING TREES 1010.56F 101 2.05F 101 1012.12TC: LP 1010.8 HP 10 1 22F 01 1.35TC: 5FL 1011 77TC LP 011.87TC 101 1.27FL PAINT 4" WHITE PARKING STALL STRIPE 101 1.37FS 7 2 011. 0 1011 rp 2 �5 OUT PER DETAIL SHEET 2 13 1010.69FL 13, .1 9TC: 3 1011.95TC, A\ 101 1.45FS HP 100, FORCEMAINS. INSTALL PLUG BOTH ENDS. 1011.49TC R =14' 000 . .. . . . . 010.86ro tj( . q� ADJUST MANHOLE TO GRADE c�T: COZ 1U11.21FL 1011.88TC CUT EXISTING ABANDONED 12" AND 18" SEWER 101 1.38FS 1011 68TL TC 1011.1 8FL 01 0.99FL REMOVED 1011.50FS 101 1.93TC' 1011.11FL CONSTRUCT 4" THICK CLASS "A" CONCRETE 1011.1 3FS 2 UUI 1011.61TC , HP 01 1.30F STRUCTURAL SECTION TO BE FIELD VERIFIED BY SOILS ENGINEER 101 1.43FS x 11.24TC 1-10.74FS R '(TYP =�'(Typ 1. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR 55TC, 1010.99FL EASEMENT NOTES: 2 101 1.05FL UNDERGROUND FACILITIES AND INCIDENTAL PURPOSES, IN FAVOR OF SOUTHERN U C) CALIFORNIA EDISON COMPANY, IN INSTRUMENT RECORDED FEBRUARY 27, 1928 Ln 1010.97TC CALIFORNIA. NOT LOCATABLE PER RECORD. (ITEM 4) 0� EXIST EMWD MANHOLE '0 8 OF DEEDS, RECORDS OF RIVERSIDE COUNTY, 1010.47FL LP QUALITY 5 EE SD .10000, N 4,;. A AN EASEMENT IN FAVOR OF E.M.W.D. RECORDED APRIL 26, 1973 AS A. .01000 INSTRUMENT NO. 53382, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, SAID 4" EASEMENT IS FOR SEWER TRANSMISSION. A 12 U 7 (ITEM 5) E A. -N i E 4 14 4 AN EASEMENT IN FAVOR OF E.M.W.D. RECORDED JUNE 18, 1982, AS J:L INSTRUMENT. NO 105180, RECORDED OF RIVERSIDE COUNTY, CALIFORNIA, SAID -A RDSCAPING EASEMENT IS FOR SEWER TRANSMISSION. PORTION OF EASEMENT QUITCLAIMED A: 4A . .. . . . . . . . . OCTOBER 13, 1987, AS INSTRUMENT NO. 294073. LAj -V (ITEM 7) -0YP)' 4' 'A 4 i* :4-' 0 -96. A" .4 A 0 A (ITEM 11) 19580, PARCEL MAP BOOK 54, PAGES 92 -A A to. 04000 lo 0 .0001, CONCRETE A INED IN DOCUME BER 2, 1984 MONOLITHICALLY AS INSTRUMENT NO. 237558 FOR LANDSCAPE MAINTENANCE AREAS, STORM DRAIN SYSTEM, INGRESS AND EGRESS AND INCIDENTAL PURPOSES. (ITEM 8) TO BE POURED DETAIL 'A' 00 6. AN EASEMENT IN FAVOR OF G.T.E. CALIFORNIA INCORPORATED RECORDED 000 0 00 3: JULY 10, 1998 AS INSTRUMENT NO. 285016 FOR PUBLIC UTILITIES AND &; -0 INCIDENTAL PURPOSES. NOT LOCATABLE PER RECORD. A. 00000 0000 (ITEM 17) 100 8, 1998 AS INSTRUMENT NO. 436169 FOR PUBLIC L6 7. AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY 00� . . .. . . . . UTILITIES AND INCIDENTAL PURPOSES. NOT LOCATABLE PER RECORD. (ITEM 18) LANDSCAPING , (Typ)-� 00000 00000 8. AN EASEMENT RECORDED FEBRUARY 15, 2000 AS INSTRUMENT NO. 56644 LLJ FOR INGRESS, EGRESS FOR ACCESS AND UTILITIES INCLUDING WATER LINES < C/L AND FIRE HYDRANTS AND INCIDENTAL PURPOSES. NOT LOCATABLE FROM RECOR L.Lj DRIVE WATER D. (ITEM 2 1 st A A U C/L >< QUALITY DRIVE DECLARATION OF DEDICATION FOR ROAD RIGHT OF WAY BY RESOLUTION AS BASIN PL AN INST. NO. 2008-0663660, RECORDED DECEMBER 19, 2008. C C L EX�: PARKING 6"FLA VARIES) 6"FLAT P, /L I I I CONCRETE P L LOT 50 PROP. GROUND TO BE POURED 39, EX. GROUND MONOLITHICALLY I:L 1 PROP. GROUND E "E" .57, 10 6 MIN. 5 6 -.05 6 6 C&G' 6 - SEE PLAN 2.00' DIAZ ROAD SECTM, A.7 'A' TYPE "E" BUSINESS', YPE LANDSCAPING (TYP) CONCRETE < C&C PARK DRIVE CURB NO SCALE EX. GROUND MONOLITHICALLY 3/8 LIP UNDERGROUND SERVICE ALERT C:3) ECTION gBy-Iff SECTION *Cy�-'C PROFILE n- CA L L TOL L FREE NO SCALE 0.08' 0 MARKHAM DEVELOPMENT MANAGEMENT GROUP,INC. 0:� 1-800-422-4133 0 41635 Enterpfise Circle N. - Suite B 31 RBWN GUTTM DUAL 0 Z Temecula, Califomia 92590 C) NOT TO SCALE (951) 296-3466 1EL- (951) 296-3476 FAX TWO WORKING DA YS BEFORE YOU DIG LAO U CONSTRUCTION RECORD DA TE BY REVISIONS A CCD DA TE BENCH MARK SEAL: Designed By Dra wn By Checked By Drawing No.SCALE Cl;ry 4 004 T4 Ehfj ECIlL4 < SLY SLA4 LRY DEPARTMENT OF PUBLIC WORKS Contractor T-83-81 J"ALUMINUM DIST IN CONC. RECOMMENDED BY. DA TE- '-/2-r C�UNDER, FROM THE INT OF FRONT STREET Horizontal AND P.4NCHO CALIF ROAD, 1.2 MILES W, ON Gj LARRY R. MARKHAM ns Prepared Under Supervision Of Ln W 70 ACCEPTED BY- DA TE- PA1 2-0096-OUTDOOR CHANNEL PARKING EXPANSION Inspector RANCHO CALIF ROAD, 2J' N OF THE CIL OF No. 30657 C-2 ,6#0 BU ER PRECISE GRADING PLANS RANCHO CALIF ROAD, IN BEGINNING OF CUT Exp. 3/31/14 L e Vertical Dot DIRECTO OF PUBLIC WORKS CITr ENGINEER A PORTION OF PARCELS 1, 2, AND 3 OF PM 19580, PM BK 154, PAGES 92-96, BEING PARCEL 1 FOR RANCHO CALIF ROAD SET FIBERGLASS LARR;1�; " MARKHAW Date Completed CIVO.- R.C.E No. 47109 OF LLA 09-349, CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. WITNESS POST 1' N. OF MONUMENT nj:-- 1-Jl-8J, ELEV 1305.148 rAi-\VJ R.C.E. No. J0657 Sheet 2 of 6 Asphl z r 0 CONCRETE OVERSIDE r w x t 4 DRAIN 6 THICK +/y � �� �' ' Wl 6X6 WWF X' s 1 f 1" s rs 9 �a 3 : n : 1 .5 � .. .. PSL 0.5 ___._._... 1 x . F : z I0 A I Lia r 1 x r z r ti - 101 1 71 TC 2� j t BMP - 1011 .21 FL r'4 1010. 97 TC Fh p I - . 1010. 47 F Ibj .x -- -}- 1 b t o� 4 � � � � _. 1 ��, �I -�� OVERSIDE DRAIN SHALL 4 = r � a OVERSIDE `, 1010.91 TC I I ,---------- -- - - - 101 1 .60 TC ► / SP I LLWAY �.rvLry p� r BE PLACED OVER 90% u . hz EX . 18 SWR . �� I k � 11011 83 TC � z�N � Op 1011 . 10 FL 1010 .41 FL tr ` s r x COMPACTED MATERIAL 1011 .33 FL 10,11 . 12 TC ' 7 �� 101 1 41 TC LP 1004 25I NV, --- Y I 01 a.62 FL --------1010.91 FL --------- -OVERSIDE�Y��,� 1011 . 20 / ' DEA Al E 3 9 - .101SPILLWANTS I1004 . 50 INV TC,LINE A1 \ 1010 STORM DRAIN IMPROVEMENT 3 r �� 010 . 70 FL 2 D . r I PER PROJ110. 95-27 101 1 59 TC f 4 I I 101 1 .31 TC 1 1 1004 .04 I NV,,, VERS I DE `` .-'" { 101 a. 81 F E EX . CB w. SPILLWAY 8 13 p 1004.50 INV z �m I `2 , , ,� e 8 13 W=10' , n I � 1003. 15 INV � --�-:--- � ---' 4 1010 ,,, r E L I NE RB2 i 1003.80 I NV ,� 4.0 \10Q3.90 INV ,x B 10 h. 101 1 .60 TC I .r-,STORM DRAIN I MPROVEMENT� �a i . ,> 4 6 -� PER PROD . NO . 95-27� 1 ,/ 3 6 RIVER ROCK o-. i'4 101 1 . 10 FL° . v 1011 92 TC � _ 1 3 � ,,•-'��p� '� 1011 . 42 F 1 t EXIST. 24 RCP (a BMP Al. 12 g .. V --' 1011 06 TC E SWR & SD t1001-1, EASEMEN , 101 .5 FL �`� � Ci X12 4 ( �� » 11 1004. 2 INV a -P � /°` % EX. 18 RCP xC I E . CB Q W=10 �I r 0N A a, 1011 . 19 TC.- EX, CB } s - , ., _ g z 1010.69 FL .' � � u_.,: �: . - .. STORM DRAIN IMPROVEMENT. .� I � .- PER PROD. NO. 95-27 ,� .- : A 5y a r `..,. � ..max°' a /� � .,.,� .. : -. .......__,.._._. _ # ...,....,., . q s. �;. ..n°e .mar ' �;�:re. � ^ ? f r' @ 10C}4 . 50 INV t u d { i j p t. l r w rt 1f i f A F F k t is f 1 . y . z d. 1 �11 �24 T(-, ;s r. i •,, - t � k t 1010. 74 FL ,. ROCK PAD SHALL 3 P RIVER � f 101 1 .93 TC . • ,� �a � ` BE PLACED OVER 90% 1 � �„ � � t SOIL MEDI 1 0 A 11 . 43 FL y 2 >' ty.°� " ,i COMPACTED MATERIAL .0010 j l 90, EX 24 RCP Y r F �_ ,� �� / SOIL MEDIA 9 1010F 97 TC _a _ � � EX. 24" RCP 57 6 r. : . X1010. 47 FL ��E:T F � ► �/ t '' A►� � K PAD .� EXIST 54 RCP � 1 MP A2 pl . ,•. . EX. 18' SWR y m � �. I ' NTS OVERSIDE SPILLWAY 1101 NOTE: ,r gP 1 a l _t I CONTRACTOR SHALL PROVIDE SHOP DRAWING �/ FOR 6 PVC PIPE UNDERDRAIN SYSTEM. FOR ,,� CONTRACTOR SHALL ALLOW 72 HOURS ENGINEER TO REVIEW PLAN. ILI N ElC U RVE DATA tJN8TR C110N QUOTES DELTA BEARING RADIUS LEN. DIST. TANGENT (DCONSTRUCT CONCRETE OVERSIDE AND 6" THICK X 12" DEEP CONCRETE CUTOFF 11 SAWCUT, REMOVE AND REPLACE SIDEWALK ADJACENT TO EXISTING WALL PER DETAIL A, SHEET 5 AND CROSS SECTION DETAIL Al , HEREON. CATCH BASIN TO PIPE CONNECTION. N30000'21 "E ---- 8.00 ---- 12 CONSTRUCT TYPE G2 DRAINAGE INLET PER CALTRANS STD. PLAN D73. „ 2 CONSTRUCT 4'X4' RIVER ROCK PAD WITH 3"-6" RIVER ROCK PER DETAIL B. I- N38`36 24 E ---- 54.44, ---- PLACE RIVER ROCK PAD ON TOP OF MIRAFI 1 10ON FILTER FABRIC. (W=3L=3') QCONSTRUCT N51 11 13 W ----- 57'51 __-- 18" RCP CLASS IV . 13 CONSTRUCT FLOGARD PLUS FILTER MODEL NO. FGP-RF18F PER -- OD N70°20'00"W ---- 6.70' ---- MANUFACTURER'S SPECIFICATIONS. N4701 03 ._-- "E 32.72 ____ 4 CONSTRUCT 12 DUAL WALL HDPE PIPE. E ---- r- I I F ---- 11 .78 ---- 5 CONSTRUCT EXISTING CATCH BASIN TO RCP PIPE CONNECTION PER DETAIL C. 3.0' \LjN 19 40 00 E I ' REMOVE EX. CONC AREA CONTRACTOR SHALL INCLUDE LABOR AND EQUIPMENT TO REMOVE EXISTING VT EXISTING CATCH BASIN AND PLACE 18" RCP. CONCRETE ADDITIONALLY, CONTRACTOR SHALL PROVIDE CONCRETE PLUG AROUND CONCRETE I I BACKFILL WITH CONCRETE RCP PIPE THAT RESULTS IN WATERTIGHT CONNECTION. ( PLUG I I (VARIES PLUG PER DETAIL G. 6 CONSTRUCT 6" PVC PERFORATED PIPE PER PLAN VIEW AND 6" PVC RISERS AT I I I 0.D + 0.5' 20' O.C. WITH END CAPS. CONTRACTOR SHALL INCLUDE ALL APPURTANCES INCLUDING, I I I I BUT NOT LIMITED TO, ELBOWS, TEES, COUPLINGS, END CAPS, 18" RISER TO 6" PVC I I GRAPHIC SCALE Q o I EXISTING 20' 0 10' 20' 40' CONNECTION AND OTHER FITTINGS TO COMPLETE A FUNCTIONAL UNDERDRAIN SYSTEM. I I + I STORM DRAIN 7 CONSTRUCT 12" 3"-6" RIVER ROCK OVER 24" SOIL MEDIA AND 18" GRAVEL BED PER DETAIL D. + I I o I 8 CONSTRUCT 18 DUAL WALL HDPE OUTLET RISER SYSTEM PER DETAIL E. OUTLET C3 ~-- RISER SYSTEM SHALL INCLUDE ALL APPURTENANCES INCLUDING, BUT NOT LIMITED TO, UNDERGROUND SERVICE ALERT ELBOWS, REDUCERS, COUPLINGS, GRATE COVER, AND OTHER FITTINGS TO COMPLETE A FUNCTIONAL OUTLET SYSTEM. -) �- --�- CALL TOLL FREE � En ineering �& Consulting, Inc. 9 CONSTRUCT CONCRETE OVERSIDE AND 6" THICK X 12" DEEP CONCRETE CUTOFF WALL J 12 1-800-422-4133 PER DETAIL F. SHEET 4 AND CROSS SECTION DETAIL Al , HEREON C& j. C 40040 COLISEUM WAY MURRIETA, CA 92562 10 CONSTRUCT 12 HDPE TEE. � Q PH. 951.304.9552 FAX 951.304.3568 NTS NTS TWO WORKING DAYS BEFORE YOU DIG LAVA�Aw4& 4qR CONSTRUCTION REWORD MITE BY REMWA(S ACC'D D47E BMW MARK SCALE SML- Defined By Drawn By Chocked By Drawing Ali. • O QR4E ESS/�yql JLC MM JLC RECOMMENDED BY• DA �' 2,, C/Ty 4F TFJ�hr�!l/" DEPAMENT Of PU&X WOM Contractor T-8 -81 3 Att��VM QST 1N CW. .�....�..�. ���'Q��' �As�q F2 CWM, F" THE SVT OF FRONT STREET Horizontal ���� tiV%� R►ans PiWared Under Supervision Of � T 2, Alli} RUVCh�DD ". Rte), 1.2 A W. OPV Inspector R�41?, 23' N OF THE CA OF a N11. 59835 Aii TE BY• MATE• /� ���° PA12-009 -OUTDOOR CHANNEL PARKING EXPANSION C_3 EXP. 12131112 1"7 �2, c BUT R "' -- STORM DRAIN PLANS RANCHO r w R1�4t1, alt► MOVA OF CUT Dat Z3 _:Y::_m� vYA'FY RAY\ q... MR R4~ CWF.. SET Vertical sl CNS. ��� JO H L. ��.. DIRECTOR OF PUBLIC WORKS j CITY ENGINEER A OF � 1, 2, NO 3 OF PM 19M. Pik SK 154, PAGES 92-96. BEING PARCEL I Dote Completed qT R.C.E. No. OF LLA 09-349, CITY OF COMM OF STATE OF CALFORNML WffA S POST 1 ilk OF �OF � �r ::::::.:.: 1-31--84 EUV. IJM 148 R.C.F- No. � �,J..:i�a::� 3 _QL { __ ---- ----- --- 4---'--I---- ---� y----------- ------- ---- --- 1011 . 83 TC --------------- -------- 101 „�.- f 1010 . 97 TC R � �: 1010.47 FL ( 10 11 . 33 FL LINE DATA LINE DATA 101 1 . 41 TC i i 1011 1011 , FS VARIES (0'-74.71 ' } FS 1010 .91 FL Q { S t 2.5 2.5' 101 1 . 59 TC X101 { , { { 1009 1009 -{-- J 1 -� 2 6"PVC RISERS @ 20' FS 2 1011 .09 FL P ► ��'1011 .60 TC { _.E FS . w . .. �,.� { ,_ 1 O.C. Wj PVC CAP 1 w - 1011 . 10 FL = .. �� � ' 6 7 ' { ` , I f u. 12„ 3»-6" RIVER ROCK 1 _ 1 1 60 TC I i, is AM. 'may.` ..y;w`>=„'r `'•> 'Yv.• ;�n' { J . ti•Y y'. S' �f 'r ..iN. { ::... .4. :::;... ;.:'• . , 2 SOIL MEDIA 101 1 . 1 F • .. C} - f.C •L:` 1 Y` Y -•�y w.. .T•+ arc i r y i � r p { { 18" GRAVEL BED � � � �.+. I t Y.4 # t 6 ,! } 3---_•- { t 4....,i _..V..:-fi} .,-..._3(?. _ F..__.. a ... Y £..<® -t ._ ..__: -• 3 ( s _Y _ F g-._..._ ,. s - i F LINE Al 0 _ „s= STORM DRAIN IMPROVEMENT 1 { i ---PER PROJ. NO. 95- >7 ,, i 101 1 92 TC { f, 7 i 1011 .42 FLi „ i 8 13 6 I �: 6 6 PERFORATED PVC PIPE T i i ii EX. 24" RCP 2 ueICTM C_-C { ,ri2 HORIZ: 1 "=10" )) { { VERT: 1 "=5" 10 p'� EX . 18 SWR . 9 � { { L i 1. �X #y U { :SWR. & SD { � *, L!N E f�U RVE DATA i I rt $ EASEMENT { i DELTA/BEARING RADIUS LEN./DIST. TANGENT 5 4 LINE DATA LINE A A , / { i 28-26'52 39.50 19.61 10.01 . �� { fk 1011 1 1 B N83-42'1 0"W ---- 2.55' ---- 10.11 19 TC � y { :=1 �.� /FS FS 1010.69 FL { ' y � 2.5' VARIES (0'-36.36' ) 2.5' K J { � N40O 48'03"W ---- 24.07' ---- { . ry1009 1009 2 -�° o ) )) ) ) �l 1 13 37 04 5.00 9.92 7.64 r LINE AZ �.a 1 FS FS 1 ��" �� i 1 I { / ---- ---- .tt v 49'00"E 92' STORM DRAIN IMPROVEMENT { 12" 3"-6" R I VER ROCK N 7 ...� 103 00 45 5.00 8.99 6.29 PER 0 PR J 0 95 2 I I ke l 4 r. 4 24"' SOIL MEDIA w N04O•i? 21 .25)rV•'n _ 10"1 5 W I Is mai F I O r t•^ { 4 18" GRAVEL BED Q N38-43'52"E ---- 2.56 ---- AlBW 4 V N70°26'4711W ---- 9.25' ---- PLAN 7 N 19',3,3'1 YE ---- 0.78' ---- 6 6" PERFORATED PVC PIPE 97-40"14 8.00' 13.64' 9.15 02"20'06 557.50 22.72 11 .36 D-D M N06-55'1 7 11W ---- 8.12' ---- LINE DATA LINE DATA _ LI E A2. " " ---- ---- HORIZ: 1 =10 N47°01 '03"E 31 .07' r. j o STORM DRAIN IMPROVEMENT (28.3l '-29.77' ) VERT: 1 "=5" VARIES � 90'00'00" 2.00' 3.14' 2.00' PER PROD. N0. 95-27 3 a `J 1011 1011 _--- _--- % a FS FS N42°58'57"W 1 1 .31 ' H F ° 1009 NO2°01 '03"E ---- 6.63' 1004 •5,k`0 fiINV u s•\:';F.. S.. :.-.-.,}b..w*,'. {i.:sTM::.t:..:.:.;::_,;•:4``:RT•.r :t•.ha- ':aes:',.'W.rF; :. f �RS °01 '03"EN47 40.02' ' 12" 3"-6" RIVER ROCK WN42 58'57 4.66A 1011 . 24 TC 1010. 74 FL 24 SOIL MEDIA -------- �T N 19°39'58"E ---- 75.22 ---- 1 a 1 18 GRAVEL BED o , 1 90 06 45 2.00 3.15 2.00 3i {�: l 10 11 . 93,. TC » 6 6 PERFORATED PVC PIPE 1011 .43 FL `" 8 13 06 T K)N E-E l 2 ` 1 1' STRUC71ON NOTES 7 " `�`. NY HORIZ: 1 "=10 1COWN VERT. 1 -5 V 1010.97_ TC � pY 1010. 7 FL,� r, � CONSTRUCT 4'X4' RIVER ROCK PAD WITH 3"-6" RIVER ROCK PER DETAIL B. . PLACE RIVER ROCK PAD ON TOP OF MIRAFI 11OON FILTER FABRIC. ll E rar, x / 3 CONSTRUCT 18 RCP (CLASS IV). F 1� �. �•. 1u �' - LINE DATA LINE DATA �) ` 4 CONSTRUCT 12 DUAL WALL HDPE PIPE. 1 1 jet D 101 011 / ��� , FS FS CONSTRUCT 6" PVC PERFORATED PIPE PER PLAN VIEW AND 6" PVC RISERS AT 2,5 VARIES (19.x1 ,_38.38 ) _ 12.5' 20' O.C. WITH END CAPS. CONTRACTOR SHALL INCLUDE ALL APPURTANCES INCLUDING, 2 1009 s"PVC RISERS 20' BUT NOT LIMITED T0, ELBOWS, TEES, COUPLINGS, END CAPS, 18" RISER TO 6" PVC # 00 . 1 9 2 F 1 FS O.C. W� PVC CAP FS 1 } kj CONNECTION AND OTHER FITTINGS TO COMPLETE A FUNCTIONAL UNDERDRAIN SYSTEM. f 12' 3"-6'A RIVER ROCK 7 CONSTRUCT 12" 3"-6" RIVER ROCK OVER 24" SOIL MEDIA AND 18" GRAVEL BED PER DETAIL D. < ' .Z.'+ 'Y`^i J Y':tAMy . .K:.:.d'.8.«L { ` .1:•..C4M .` i.°C`<. <.',i. y+;' -Aa yp`6 ' Y,'•v.•:ir'-;+s{'•ry .y:dz.ywA£ a.:.•a S k wr :.,�,: °,,:• .,.:..:. r.+.::, .. 24» SOIL MED I A CONSTRUCT 18 DUAL WALL HDPE OUTLET RISER SYSTEM PER DETAIL E. OUTLET BWs :; z B1 TM 18" GRAVEL BED RISER SYSTEM SHALL INCLUDE ALL APPURTENANCES INCLUDING, BUT NOT LIMITED TO, PLAN r }, w ELBOWS, REDUCERS, COUPLINGS, GRATE COVER, AND OTHER FITTINGS TO COMPLETE 7 A FUNCTIONAL OUTLET SYSTEM. 6 s" PERFORATED PVC PIPE CONSTRUCT CONCRETE OVERSIDE AND 6" THICK X 12" DEEP CONCRETE CUTOFF WALL PER DETAIL F, SHEET 4 AND CROSS SECTION DETAIL Al , HEREON UNDERGROUND SERVICE ALERT F-f 1 o CONSTRUCT 12" HDPE TEE. CALL TOLL FREE Eng�necr�ng & Consulting, Inca GWHIC SCALE HORIZ: 1 "=10" 13 CONSTRUCT FLOGARD PLUS FILTER MODEL NO. FGP-RF18F PER 1_800_422_4133 10' 0 5' 10' 20' VERT: 1 "=5" MANUFACTURER'S SPECIFICATIONS. 40040 COLISEUM WAY MURRIETA CA 92562 PH. 951.304.9552 FAX 951.304.3568 1" - 10, TWO WORKING DAYS BEFORE YOU DIG LfffAZAW4&�*149R CONSTRWTION RECOW DATE BY REWSM ACC*D LATE 8DXH AWK SC ff SFS.• ES Des�g►ned By Drawn By Checked By Dmw�►�Q0f Slp ! JLC MNA ClrY 4OF ,TCAMrCi l/" DEPARTMENT OF PUBUC N�(J'RKS T-BJ-81 3 A DST by CSC. ��. V. c ase F JLC REeDA1MENDED By., DAm-- j/2- Contractor C , FROM 7W AVT OF FiRONT STRIEFT Horizontal y�� �'��ti� ...,, �, © 2 Plans Prepaleaf UndeF Su�rvisron Of ACCEPTED BY ti4TE PA12-0090-OUTDOOR CHANNEL PARKING EXPANSIONC-4 AAV R`r4NrCl�O � ilF. , f.2 N! tJdV -� Zb �� o T Inspector C fiW, 231 N OF THE CA OF w NO. 59835 � � Z3/17//z. fim, OF aff EXP. 12/31/12 Date :.. RIC' BUTVR ,F�, •` .,n� STORM DRAIN PLANS F ". Rf�D SET Vertical ► Dote Completed , slq CNII. ��� JOSEPH DIRECTO OF PUBLIC WOR/CS f CITY ENGINEER r A: �,::....�.x.��� P�1RCEi. 1 A � PARCELS 1, 2, A� 3 OF PM 1 , Pik �C 154, PAGES 92-�, R.C.E. IIIb OF UA 09-349, Ct1Y OF T CULA, Ct)tl W OF R E, STATE OF CAUFFt�RN k _ p P+DS7' 1 11� � r£Ofi cR. No. 5'9#35 ��►l••::ins:::-:• She+e�._bf S 1- 1 . 1 3 -83, EZEY f 48 ,� 17 v m 1011 . 71 TC EX. 18" SWR . 1011 . 21 FL co 00 ` 1013) ���: LINE DATA LINE DATA LINE DATA LINE DATA 1011 •.�. a 1011 A fE.��O FS VARIES 0'-65.4' FS 2.0' 2, VARIES {O'-23' } 2, 101 4 { ) x. 1011 1011 �a. 1009 6"PVC RISERS @ 20' 1009 FS FS O � �zx O CAP O.C.0 V f 10{� 1 FS G P 7 X009 7 ------ ------------ - ---- ---�^ --- --------- -------- — EX 18 SWR A �/�[ �- -. 12 3 -6 R I VER ROCK 12 3 -6 RIVER ROCK { 1' W -x.- Y W +^' .rte •"p Za. s' kpn h'tl 6. .. r.. i ff ff V I l ;f M fi':.ti -E V'Y4. .•'Y µf ,.,rF rarek w 24 SOIL MEDIA 2 SQ I L MEDIA 4 •mss.t C i I f 3 Y =F t t4. Q 'K a t-'•• I r 'C... "h• 'Y w4x e i`t t W :....^pan,. 6 f i T 9� / s o 0 { t 18 GRAVEL BED 18 GRAVEL BED 7 _ - i S" ti .;.:..., Sa 5 ' _,_:; _ ._ 77777 � c - ---- alA.+IY' '. .,,.. .;y •... ..,...,....;Y } t , E e! t. ( t } ._ . ,_.,. t-. s F z `F'S -I. r, -t F 1 + , , G .01 ------- --- -------------- 10 Q i` - —————————— ——— ————- ----- ; 2 4 r 6 6" PERFORATED PVC PIPE 6 6" PERFORATED PVC PIPE 101 1 12 TC � s D �//� r at � �: 1010.82 FL 4 DAYLIGHT LINE - 101 1 .20 TC O� 5 SE'CUM E E 1010.70 FL , :, , � ��� - HORIZ: 1 =10 HORIZ. 1 "=10" �� VERT: 1 "=5" ff VERT: 1 =5 8 U 1001 syr, t. EX. CB 110 L I NE B2 STORM DRA I N I MPROVMENT 4' PER PROJ. NO . 95-27 �) � ELEV PER PLAN CONCRETE OVERSIDE PROVIDE HDPE GRATE AND FLOGARD 1010.75 j101 1 31 TC-, , .-00" �� - r 1010.81 FL- 11000 L- � r r r i J DRAIN FOR BMP B2 PLUS PER MANUFACTURER'S SPECS. T.G. SEE DETAIL "Al" r r FOR CROSS SECTION al 0 / 4 �` .. 18"HDPE RISER 4 �,, loo,r - , _._ ' _�..__ 1009.0 '- 101)9 +, r s � 1009.0 FS 18,t-12" REDUCER P F _ n S - ,, R P t T REQUIRED PER LAN a i _ CONSTRUCT OVERSIDE DRAIN - -- x• a AND RIVER ROCK PAD OVER 123"-6"�RIVER ROCK i r 90% COMPACTED NATIVE _ ::,, :g;. :'•:'>.tet.-; *: Y:";: ^. - EX. 18 RCP .x 3 '4 :at y E :.ir r .r• sr• sk': •^t ZY .. R' L ;:y.,+. mak. :.:, t!n.-...c:.,•-+ x�a•' , h r ua 'ice' S i 4-tom WALL :-.>. CONCRETE CUTOFF 3 L x r t f.- ^ A � ff �f t d ti's y Kry `S♦'r w•y rTHICK �"W".�ave;tS:4y+ ,.» t q r. u = f .x TH K X 2 DEE _ iµ 6 IC r .4._ ., HDPE OUTLET i .•24 SOIL MED .`.: _,,.: a•<: t�« sx. } r J1 _ tiv- o i::�.: •,::: PIP PER PLAN '2•s E L ud ice+ 1 o _ 3 ~•Ata^• B: .,Tw sNyt `�• •,tt,ui:4�' »i J «'Yw 1`'iry• "t r j,. , JJJJ 'A•-' 3 0.5`M1M •K�^? -'.'�+- qty;» >r`a "r a^t L„k•. .i% r C . 1 ., ` .... a .:L.`<< t”:`.> •fit!: a'c,::, ja'."Y„'> 3"-6" RIVER ROCK PAD . t 4'X4' WITH MIRAFI 110ON _ PER PLAN 18 GRAVEL. SEE DETAIL »B ff � � SLOPE s � � PER PLAN PLAN _ - .���._ Ma ------------ �°'► Ca�ErT�N.. A '� C��ONCiF��E OVERSEE C�N (BW---- �� HDPE 9O' ELBOW UNDERDRAR�TED PVC C0ASTRUCTION NOTES SCALE: 1 "=2" 1 CONSTRUCT CONCRETE OVERSIDE AND 6" THICK X 12" DEEP CONCRETE CUTOFF MTM E - V OU��ET FISER WALL PER DETAIL A, SHEET 5 AND CROSS SECTION DETAIL Al , HEREON. SCALE: 1 "=2" 2 CONSTRUCT 4'X4' RIVER ROCK PAD WITH 3"-6" RIVER ROCK PER DETAIL B. 2' PLACE RIVER ROCK PAD ON TOP OF MIRAFI 1 10ON FILTER FABRIC. ELEV PER PLAN CONCRETE OVERSIDE DRAIN FOR BMP Al & A2 CONSTRUCT 12 DUAL WALL HDPE PIPE. SEE DETAIL "Al" FOR CROSS SECTION 5 CONSTRUCT EXISTING CATCH BASIN TO RCP PIPE CONNECTION PER DETAIL C. ' CONTRACTOR SHALL INCLUDE LABOR AND EQUIPMENT TO REMOVE EXISTING 4 -- : -- 1009.0 CONCRETE ADDITIONALLY, CONTRACTOR SHALL PROVIDE CONCRETE PLUG AROUND .r' 1009.0 `� �' a " `� �' 12" 3"-6" RIVER ROCK = ` . FS FS RCP PIPE THAT RESULTS IN WATERTIGHT CONNECTION. ` . as. •et.' 's:.•• .`a' ';;,,+'`+:':'"'' '7.:..y..-Sven.,^':., 'n :io r. f f ff N TR T COS UC OVERSIDE DRAIN ,y .g r 4" F't `•T rw ..y,t _. max''• AT PV RISERS Vl W AN 6 C P N E D PIP PER LA T Ef ` PV PERFORATED RFORA EDA 6 C 6CONSTRUCT _ RIV R ROCK 12 3 -6 E AND RIVER P ROCK AD OVER d1: ff 'i. 24 SOIL MEDIA 9 % M .� D 0 COMPACTED NATIVE T INCLUDING _ A APPUR ANCES INCLUDE ALL CAPS CONTRACTOR SHALL C L END - O.C. WITH 20f :r f tl'.i i' 4 t 1i` z E ff t t'a -w y t i ................,,.,... . .....,.,, v...- .. ,...,...-.._....,.` .tv ,....A:-1, .,. «• Wit:. 1 SRT 6 PVC APS RISER O . S N C 8 s PING END : :. TEES, COUPLINGS, EE TELBOWS, • I IT O T N T LM ED BUT 0f f k nw +..•x2' CUTOFF WALL 9 CONCRETE CU 0 ��. •! •is .4" .x.L i %r a• 'ai' R ff .'T4 } S TH K X 12 DEEP RAIN SYSTEM. 6 IC A NDERD �a AND OTHER FITTINGS TO COMPLETE A FUNCTIONAL U •` ` CONNECTION : :.. .._:;w t:...,......itt .. •- `k'-.'' •24 SOIL MEDIA .y 1f 1 AVL BED PER TAI ` IA AN 8 GRAVEL DETAIL D. 4 l MED D SOL -• R K OVER 2 IVR OC = 7 CONSTRUCT 12 3 6 RIVER 18 GRAVEL BED 3 6 RIVER ROCK PAD ..2<:� •-,«a � i< . F:iR+, 'w' ...:?..:.i` �:Y •»i'>^F'!' 'c.. '"ss, - ¢+.>xi"=.��a.'a�,:- 4'X4' WITH MIRAFI 1100N 1 AL WALL HDPE OUTLET RISER SYSTEM PER DETAIL E. OUTLET $a a kw 8 CONSTRUCT 8 DU " ,f �� � ° SEE DETAIL BW1 , ° '. � RISER SYSTEM SHALL INCLUDE ALL APPURTENANCES INCLUDING, BUT NOT LIMITED T0, Z � 18 GRAVES BED. ELBOWS, REDUCERS, COUPLINGS, GRATE COVER, AND OTHER FITTINGS TO COMPLETE A FUNCTIONAL OUTLET SYSTEM. SOIL MEDIA SHALL CONSIST OF 2/3 CALTRANS FINE 11 SAWCUT, REMOVE AND REPLACE SIDEWALK ADJACENT TO EXISTING CATCH BASIN TO LINE/CURVE DATA AGGREGATE , 1/3 PEAT OR CLASS A COMPOST PER PIPE CONNECTION. QU�& F - CONCRETE OV►EF C)E �N Al A9 RCFC&WCD BMP HANDBOOK. SOIL MEDIA SHALL BE MIXED 13 CONSTRUCT FLOGARD PLUS FILTER MODEL NO. FGP-RF18F PER 0/ DELTA BEARING RADIUS LEN. DIST. TANGENT _ WITH ROLLED DRUM TO PROVIDE CONSIST BLENDING MANUFACTURERS SPECIFICATIONS. L/ � � SCALE: 1 "-2" GRAVEL SHALL MEET CALTRANS SPEC . FOR INCH Q 9000'00 5.00' 7.85' 5.00' MAXIMUM COMBINED AGGREGATE PER SECTION @) N470 01 ' 03' E ---- 55.37 ---- 90-1 .02c(4){d} . 152'3855" 5.00' 13.32' 20.55' UNDERGROUND SERVICE ALERT lal,�WImb, D N 19 a 39 ' 58"E ----- 30.63 ---- I)ET D - D A BED o ff ff SCALE: 1 =2 CALL TOLL FREE Engineering & Consulting, Inc. 1 17x21 '05" 5.00' 10.24' 8.22' 1-800-422-4133 fl N42058' 57"W ---- 28.64' ---- GRAPHIC SCALE , 10 0 5 10 20 40040 COLISEUM WAY MURRIETA, CA 92562 FH. 951.304.9552 FAX 951.304.3568 TWO WORKING DAYS BEFORE YOU DIG CONSMWWN RECORD DATE BY REVWNS XC'D a4 TE 8El 0 MRK $� Ste.• .-----. Dedgned By Dmwn By Checked By browing Na• J" OQgI f slp�q JLC A/ JLC �f- CITY4?f" TAFAAS IIA" DEPARNUIT of PU&C wVRM T-�83-Sf 3 � !�T tAl Com. ��, L. �qs�. ��, NA RECOM�fENDEO B�: s Dam• z r/r 2_ Contractor OF F W SRRELT Horizontal C THE SVT: o 0 2 Barns red Under SUpervis 4f AAfD RANCHO ". 1.2A W. oar ACCE�i►ED BY• DA !2 �� T PA12-9996—OUTDOOR CHANNEL PARKING EXPANSIONC-5 p A NO. 59835 EXP. 12/31/12 A..tte ::: AANM CN.� 1�, �i �CUT tl�/ o ...... lns ector , 23' N OF THE C �' �rj?112, G BUIL R � ':.::.: __. STORM DRAIN PLANS DIRECTOR OF PUBLIC NORKS j CITY ENGINEER �: .:a:_ A OF PARCELS 1, 2, 3 OF Phi 195 , PM BK 154, PAGES 92-96, i t RAN= CALIF fi'I�tJ St?'F'BYETi'►Cl�#SS Vertical s�9 CNit ��r JO H L. R.C.E. No OF LLA 09-349, CITY OF C=M t STATE OF CALFORNIOL Dote Completed POST N. Alit l£4f CA����R Orr .i9ag:: 1-31-84 ELEV., 1,3M I46 R.C.E Ne. 59835 .„� vim_ 11 _ CONSTRUCT SEDIMENT BARRIER CASQA I AND CHANNELIZE RUNOFF TO x, U SEDIMENT TRAPPING DEVICE — .. 3 , L ,- } t { 2� r..„x. � �, � ��. CORRUGATED STEEL PANELS nw .� : x � � y r x� ` r 14 g 1 ({ x. - 1 j P g a x , se 3 P3 4 d R 'V =.w I I t -- -- - _ _ : _ t I r �� WIDTH AS t --- o X Li REQUIRED TO . — + v ACCOMODATE E -- ---' ICI TED r 4 � ....� � ANT PA CASA F �� t� x � Q I .r� ' �� ` CAS A I Q TRAFFIC i Q t TR-1 „x z j WOOO V) IU —_ — — — ------ ---------- — ----------------- ------ --- -- ---------- -- ------- — �' X , ILLJ 3 70 011” sx: /0 r , I 7 + � r TEMPORARY PIPE CULVERT + I PROPOSED l SILT EERICE AS NEEDED 1 , y F � SQA r r s l CA v / r r s I I 50 MIN. I � .�-' owl II I � %% OR FOUR TIMES THE CIRCUMFERENCE CASQA CASQA I . I OFT T HE LAR VEHICLE TIRE, GEST CONSTRUCTIOPN VE E 5E-10 � ;� � �xx I WHICHEVER IS GREATER —SE-3 I // ff r MATCH EXISTING GRADE x .xn b " w PROPOSED f. SILT E ,N ra v. H . i A� r I� _ x. o- I r ar ra f, A TR --------------- V g �✓ pry i I t s I / ,x s rzaR s % N� � CRUSHED AGGREGATE GREATER CSS x ( ( THAN 3 BUT SMALLER THAN fi 11000, l \ 11 12 ' MIN UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER FILTER FABRIC r _ t /' � � ;$ CASQA I .st f � SE_3 .. x 1 <>, x.:5 .000 Y F� � �- _ -- ` 1-011 � ORIGINAL GRADE N.T.S. s +A 3: } Y EDGE OF PAVEMENT I I I ((( ' 2" X 2" WOOD STAKE SETBACK VARIES (SEE NOTES 1 & 2) E C�OMML PLM TO FIT FIELD CONDITION FLOW FLOW 6" SANBAG BARRIER LE%,=ND: SILT FENCE >, SLOPE 30„ �CJCJC� J 14 CONSTRUCT GRAVEL BAG BARRIER PER CASQA SE-10 FABRIC 2 X 2 WOOD STAKE ry INLET FABRIC SANDBAGS SPILLWAY 15 CONSTRUCT SEDIMENT TRAP PER CASQA SE-3 2—BAGS HIGH 1 —BAG HIGH k SEE DETAIL H 1 fi CONSTRUCT STABILIZED CONSTRUCTION TOE OF SLOPE x 3 ENTRANCE/EXIT PER CASQA TR-1TYMAL t''��!9�A � �� _ —y —y 17 CONSTRUCT VELOCITY DISSIPATOR DEVICE PER CASQA EC-10 If 6" NTS 1 g CONSTRUCT SILT FENCE PER CASQA SE-1 NOTES: 6" 18" 6» 1 . STAKE DIMENSIONS ARE NOMINAL. 2. STAKES SHALL BE SPACED AT 8'-0" MAXIMUM UNDERGROUND SERVICE ALERT AND SHALL BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 6,> CALL TOLL FREE Engineering & Consulting, Inc. STM GRAPHIC SCALE 1-800-422-. 133 Zo' o o' Zo' 40' 40040 COLISEUM WAY MURRIETA, CA 92562 CET H H O R I Z: 1 "=2" PH. 951.304.9552 FAX 951.304.3568 N.T.S. VERT: 1 "=1 " 1" = 20' TWO WORKING DAYS BEFORE YOU DIG ----., Desq►ned By Drown By Checked By Clr*V 47#40 TEXEC11" OF PUB �x ftwing► No. 4f ESS pgsNgl� JLC MM JLC RECOMMENDED 8}'• DATE• f/2.I f DEf'ARTMEI�t1' UC S Contractor Horizontal �`` �� "�'�' yc> � <" .- I�lons Prepared Ander Stt�►erv1SKN! !?f Na. 59835 ACCE�TEa er• 2 /� ��° T PA12-0096—OUTDOOR CHANNEL PARKING EXPANSION _6 Inspector EXP. 12/31/18 » Date b 0//Z, EG BU ER ° EROSION AND SEDIMENT CONTROL PLANS Vertical DIRECTOR OF PURUC WORKS j CITY ENGINEER „Y. Y ©ate Completed slgT CNi� ���� J EPH G'vASTANEDA R.C.E. 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