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Home My WebLink AboutBook 8 Page 359 Lot 181-184 Precise Grading GRADING NOTES: Clor "f OF TERAECUL �A 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, AS AMENDED BY ORDINANCE 93-04. a SPR\NOS 1CSITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1X IF CUT OR FILL SLOPE IS LESS THAN 10'. AND 2X IF CUT OR FILL IS13EPAAR 'Tlk P LIC a IV. R1 AEINT C) F UB GREATER THAN 10'. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' ? vRR�EZP DEEP AND CONSTRUCTED A MINIMUM OF 2 FROM THE TOP OF CUT OR N` As FILL SLOPES. N`�OL 3. MAXIMUM CUT AND FILL SLOPES = 2:1. �co Of z 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOPPRECISE GRADING AND DRAINAGE PLAN �F��R OF ALL FILL SLOPES OVER 5' HIGH. SON 3 0�` 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 4 FN A A ti� SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY VF s F PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. C . U . P . PA 9 0170 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE ENGINEERING DEPT. WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN RPIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL INDLUDE LINE, GRADE, ELEVATION AND �Fj. v LOCATION OF CUT/FILL SLOPES. CHAPARRAL SELF � STORAGE q �O 0 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM FLOWS ALONG THE TOP OF CUT SLOPES. 8• GREATER THANA ONENFOOT.oRT WILL BE REQUIRED FOR ALL FILLS ENGINEERS NOTICES TO CONTRACTORS.' UTILITY NOTIFICATIONS PAVING NOTES: GP��F• 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS RANCHa AT LEAST 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA EOTECHNICAL INC. PRIVATE AND PUBLIC UTILITIES AS SHOWN REFLECT AVAILABLE RECORD INFORMATION. THE CON- 1. MINIMUM PARKING LOT GRADE SHALL BE 1X. DATED-_10-31-9L- TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE TRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AFFECTING THIS WORK AND ANY SHALL NOTIFY: SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDA11ON DAMAGE OR PROTECTION TO THESE LINES. PRIOR TO STARTING CONSTRUCTON OF THIS PROJECT, UNDERGROUND SERVICE ALERT 227-2600 2- MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50X- DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE THE CONTRACTOR SHALL VERIFY THE EXISTING ELEVATIONS OF THE EXISTING MAINS WHEN MAKING ,� OTHER AFFECTED UTILITIES AND PERMIT AGENCIES �800800� 227-2600IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT- CONNECTIONS AND UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORK. IF A3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES CONFLICT IN LOCATION IS NOTED, THE ENGINEER MUST BE NOTIFIED BEFORE PROCEEDING. SOUTHERN CALIFORNIA GAS COMPANY (800) 227-2600 PRIOR TO PLACEMENT OF PAVING. 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AT LEAST 24 SOUTHERN CALIFORNIA EDISON CO. (800) 227-2600 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLILITY FOR GENERAL TELEPHONE COMPANY (800) 227--2600 4. AN APPROVED EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAT 14 DAYS VICINITY MAP INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING CITY OF TEMECULA (909) 694-6411 FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A PERMIT FINAL INSPECTION FOR EACH LOT. PHONE: 909 694-6400 SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY EASTERN MUNICIPAL WATER DISTRICT 909 928-3777 RATE OF 0.05 GALS. PER SQUARE YARD. ASPHALTIC EMULSION SHALL CONFORM TO N.T.S. AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACT SHALL DEFEND, RANCHO CALIFORNIA WATER DISTRICT �909� 676--4101 SECTIONS 37, 39, AND 94 OF THE STATE STANDARD SPECIFICATIONS. 11. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT INDEMNIFY AND HOLD THE OWNER, THE CONSULTING ENGINEER AND ALL PUBLIC ANGENCIES SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PER- 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO CITY OF TEMECULA ENGINEERING FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 FORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN THE PRIOR TO FINAL GRADING INSPECTION. NEGLIGENCE OF THE OWNER, THE CONSULTING ENGINEER OR ANY PUBLIC AGENCY. CITY RIGHT OF WAY. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNAUTHORIZED CHANGES AND USES: 6. THREE SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS LEGEND: ONE INSPECTION AT SUBGRADE COMPLETION, ONE INSPECTION AT THE TIME THE BASE MATERIAL CAUTION: THE ENGINEER PREPARING THESE PLANS WALL NOT BE RESPONSIBLE FOR, OR LIABLE IS PLACED, AND THE THIRD WHEN THE A.C. HAS BEEN PLACED. FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. FF . . . . . .. .. .. . . . . . . . . . . . . . FINISHED FLOOR ELEVATION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED FS . . . . . . . . . . . . . .. .. .. .. . . . . . . . . . . . . . . FINISHED SURFACE SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL HP „ ., ., •, ,, ,, , HIGH POINT (909) 694--6411. 14. DURING ROUGH GRADING OPERATINS AND PRIOR TO CONSTRUCTION OF CF . . . . . . . . .. .. .. .... .. .. . . . . . . . . . . .. .. . . . . . . . . CURB FACE PERMANENT DRAINAGE STRUCTURES. TEMPORARY DRAINAGE CONTROL FL . . . . . . . . . .. .. .. .. .. . . . . . . .. . . .. .. .. . . . . . . . . . FLOW LINE S. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95X COMPACTION OF BASE PRIOR TO CALLING FOR SECOND INSPECTION AND PLACEMENT OF A.C. SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO TC . . .. .. .. . . . . . . . . . . . . . . . . .. .. .. .. .. . . . . . . . . TOP OF CURB PAVING. ADJACENT PROPERTIES. PE . .. .. .. .. . . . . . . . . .. .. .. .. .. .. . . . . . . . . . . PAD ELEVATION 9• COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED TB , . .. ,. , . . . . . . . . . . . . . .. .. .. .. . . . . . . .TOP OF BERM COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT OWNER/DEVELOPER: METHODS. CONSTRUCTION NOTES AND QUANTITY ESTIMATE: TG . . . . . . I - '' . TOP OF GRATE INSPECTOR. ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY COMPACTION TESTING. ZB INVESTMENT COMPANY 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE FG . . . . . . . . .. .. .. .. . . .. . . . . . . . . .. . . .. . . . . FINISHED GRADE 840 NEWPORT CENTER DR. SUITE 420 TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE » INV, , ,, , , , , , , , , , , , , ,, ,, , , ,, , , , , . , . . , . INVERT ELEVATION 10. FINAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO THE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED (1CONSTRUCT 3.5 A.C. PAVEMENT SECTION . •....•...•.•.......... . (10,050 SF) 212 TONS DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS PRIOR TO NEWPORT BEACH CALIF 92660 TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. GB . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .. . . . GRADE BREAK PLACEMENT OF BASE MATERIAL THE DESIGN SAHLL ADHERE TO THE METHODOLOGY (714)719-6360 O CONSTRUCT 6.5" CLASS 11 AGGREGATE BASE SECTION . ........... . (10,050 SF) 202 CY _ . . . . _ . . _ PCC RIBBON GUTTER SET FORTH IN CHAPTER 600 OF THE CALTRANS HIGHWAY DESIGN MANUAL AND ATTN.: SCOTT BARNARD 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE U71UZE THE "R" VALUE METHOD. THE "R" VALUE TESTS SHALL BE CONDUCTED IN TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE STORM DRAIN PIPE ACCORDANCE WITH CALIFORNIA TEST NO. 301 AND SHALL BE PERFORMED BY A ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN 0 CONSTRUCT PCC RIBBON GUTTER PER DETAIL SHOWN HEREON.................... 442 LF VERTICAL HEIGHT. -------------�i- -------�----- EXIST. CONTOUR REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR OF PUBLIC WORKS. 4 CONSTRUCT TYPE "D" CURB (6" C.F.) PER CITY STD. NO. 204. ................ . 370 LF --r90�•----- PROP. CONTOUR ASSESSORS PARCEL N0. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL O 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PROVISIONS OF SECTION 203-6 OF THE SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE 735 LF DAYLIGHT LINE 911-670-009 SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION WITH RESPECT 5 CONSTRUCT TYPE A-fi CURB PER CITY STD. NO. 200. ........................... . CURRENT STANDARD SPECIFICATIONS OF PUBLIC WORKS CONSTRUCTION. ASPHALT ( O RETAINING WALL SURFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 2 INCHES, TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECTIONS GREATER THAN RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL © CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY fi00 SF 3 INCHES SHALL CONTAIN A BASE COURSE OF B-AR-4000, A MINIMUM THICKNESS . •......•............... . DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. STD. NO. 207A (W=40') OF 2 INCHES. SOILS ENGINEER: 19. EROSION CONTROL- ALL GRADED SLOPES REQUIRED TO BE PLANTED SHALL BE 12• TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF BUILDING AND PETRA GEOTECHNICAL, INC. PLANTED WITH ROSEA ICE PLANT (OR EQUAL) AT 12" ON CENTER. O CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC STD. JS227 . .............. . 1 EA SAFETY. ONE PRIOR TO POURING OF ANY CONCRETE IN HANDICAPPED AREAS AND SLOPES OVER 15 IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES ONE FINAL INSPECTION AFTER ALL CONCRETE IS PLACED AND ALL ASPHALT IS LAID 27fi20 COMMERCE CENTRE DRIVE, S1E. 103 SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR ® CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL -- SHEET 2 1 EA IN HANDICAPPED PARKING SPACES AND ALONG THE DISABLED PATH OF TRAVEL J TEMECULA, CALIF. 92590 A COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A ''''''''''''''' ' TEL: 909-699-6193 GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4 IN VERTICAL HEIGHT I� FAX: 909-699-6197 SHALL BE PROVIDED WITH AN IN-GROUND IRRIGATION SYSTEM. SLOPES EQUAL O CONSTRUCT 6» P.C.C. PAVING SECTION. ............................. . (1030950 SF) 1,925 CY TO OR LESS THAN 4. MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN 1 CONSTRUCT 4 CLASS 11 AGGREGATE BASE SECTION . ............ . (103,950 SF) 1,271 CY V APPROPRIATE BACKFLOW DEVICE PER U.P.C. CHAPTER 10. ESTIMATED EARTHWORK QUANTITIES 11 INSTALL 36" RCP (1500D) STORM DRAIN PIPE. ..................................... . 35 LF �G• Q100 - 10.1 cfs 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT 0 NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. INSTALL 27» 180 LF EXCAVATION 8,075 CY RCP (1250D) STORM DRAIN PIPE . ..................................... . EMBANKMENT 6,075 CY 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERS SOURCES SHALL » i INDEX MAP EXPORT (STOCKPILE) . . . . .. .. . . . . .. .. .. . . . 2,000 CY BE PERMITTED. INSTALL 18 RCP (1250D) STORM DRAIN PIPE........................................ 88 LF 1LOG, 1 THE ABOVE QUANTITIES ARE RAW QUANTITIES AND DO NOT 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD " 7fi0 LF SCALE: I" ' PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 14 INSTALL 48 RCP (1500D) STORM DRAIN PIPE ...................................... . - 100 � INCLUDE ANY FACTORS FOR SHRINKAGE AND SUBSIDENCE. THEY ARE AN ESTIMATE FOR BID PURPOSES ONLY. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT 1 INSTALL 8" PVC SCH. 40 DRAIN PIPE. ................................................ . 100 LF �� Lj RELIEVE THE APPLICANT AND HIS ENGINEER FROM HTE RESPONSIBILITY © 0 FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING " 5 LF d -- .--.------- _ _ _ BLDG. F � • CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS INSTALL 12 PVC SCH. 40 DRAIN PIPE ................................................ Q LEGAL DESCRIPTION. HALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 16 INSTALL 24"x24" DRAIN BOX QUIKSET DB2424 OR EQUIVALENT 1 EA 0 � i I � � PORTIONS OF LOTS 181, 182, 183, AND 184, OF THE TEMECULA APPROVAL. O � �� I � LAND AND WATER COMPANY, AS SHOWN BY MAP ON FILE IN 24. EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING " " 1 1 0 EQUIVALENT 2 EA 2 BLDG. E BOOK 8, PAGE 359 OF MAPS, RECORDS OF SAN DIEGO COUNTY, THE RAINY SEASON FROM OCTOBER 1 TO APRIL 15. DEVICES SHALL 1© INSTALL 12 x12 DRAIN BOX QUIKSET DB 2 2 R BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5-DAY I NAP ' I o Q CALIFORNIA, BEING IN THE CITY OF TEMECULA, COUNTY OF RAIN PROBABILITY EXCEEDS 40% AS DETERMINED BY THE NATIONAL 1� CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. NO. CB100 . ................. . 2 EA I I N.A.P. I m RIVERSIDE, STATE OF CALIFORNIA. WEATHER SERVICE. W=7'0 V=4.00' � 25. NOTIFY UTILITY 2 EA I I I �/ BLDG. D THE DEVELOPER AND/OR CONTRACTOR SHALL N ALL 19 CONSTRUCT MANHOLE N0. 2 PER RCFCD STD. N0. MH252. ...................... . I I I � � Qi00 = 119.5 cfs COMPANIES AND GROUND ALERT (1--800-227-2600) TWO (2) DAYS BEFORE YOU DIG. ® CONSTRUCT LOCAL DEPRESSION PER RCFCD STD. NO. LD201. ..................... 2 EA Q100 65.8 cfs ----�- -- - _ - C� SOURCE OF TOPOGRAPHY: 26• QUANTITIES SHOWN ARE FOR PERMIT PURPOSES, BASED UPON DIFFERENCES CASE AS NOTED IN EXISTING AND PROPOSED CONTOURS ONLY, AND DO NOT INCLUDE SUB- " AERIAL PHOTOGRAMMETRY BY PACIFIC PHOTOGRAMMETRICS, INC. EXCAVATION, SHRINKAGE, SUBSIDENCE OR OTHER ADJUSTMENTS. THE 21 REMOVE EXISTING 48 RCP. ............................................................. . 4 LF DATE OF PHOTOGRAPHY: SEPT. 7, 1997. BLDG. C . ........................................................... . 25 LF GRADING CONTRACTOR SHALL VERIFY QUANTITIES FOR BID PURPOSES. REMOVE EXISTING HEADWALL I i ® I / LjLj I co REMOVE EXISTING A.C. DIKE . ............................................................ . 127 LF Cn N.A.P. Q / Q " I TRIP PER CALTRANS TRAFFIC MANUAL fi0 LF Q " i p BLDG. B `� PREPARED BY: ® PAINT fi WHITE E . .................... . J coLO I J CHAPTER 6, DETAIL 27B O ' I �� / 6i Underground Se Service ce AI a rt REMOVE AND RELOCATE TRAFFIC SIGN 1 EA C, N MARI{�IAM aC ASSOCIATES ® . .............................................. . Y z 1I 41750 Winchester Road - Suite N CD Call. TOLL FREE CONSTRUCT MANHOLE NO. 4 PER RCFCD STD. NO. MH254 1 EA 8 Temecula, California 92590 �� ® • •••••••••••••••••••• • - 5X18T1No TRACT 27827-2 �X18T1Na TRACT 27827-3 - �.� °r (909�76-66721F1 (909�99-1848 FAX © SAWCUT AND REMOVE A.C. PAVING 381 SF MB 260/1-�3 1y1B 2f 2/�� 1� -800 . .................................................. . JUNE ROAD ';- 227"."""2600rr LO TWO WORKING DAYS BEFORE YOU DIG LD 98- 17GR cn SEAL Designed B Drawn B Checked B DRAWING NO. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE RoFEss� 9 Y y y 7l��l4$ oP . M L.C.F S.A.S RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a DESCRIPTION: BRASS DISK IN THE S.E. ' -1 R '�R F` Contractor RIDGE WING WALL, 6 FT. FROM THE HORIZONTAL �y �c PLANS PREPARED UNDER THE SUPERVISION OF 7 z ABUTMENT. � Z/ 9 AS NOTED �' s7 ACCEPTED BY. DATE. �' PRECISERA I N AND DRAINAGE PLAN LOCATION: WINCHESTER ROAD AT THE *. � - G • ?% RONALD J. PARKS G D G I_j Inspector �- a�,/ao � Date 7 � _ z BRIDGE FOR TUCALOTA CREEK, 2 MILESCD VERTICAL * DEPUTY DIRECTOR OF PUBLIC WORKS a LA R Y R. CITY OF TEMECULA .A Y. NORTHEAST OF JEFFERSON AVE. V1 MARKHAM : ' x.,.,.�, � C. U.P. PA 9 7-O 170 Date Completed RIV, CO. DESIGNATION: T-46-81 qTF OFF'CAI�Fp "RI -E. No. 30657 Expires 3--31--00 19744 9-•30--01 �rROAD SHEET � OF,,� ...��e° NICOLAS 5 " ELEVATION = 1091.074 NAR.C.E. N0. Expires ,, 796GRD1.DWG 1.5 1.5 .�cv • �` f CJ W f 1 r r r' o �► o GRADE TO DRAIN TO g4• CON51BUQ11014 , NOTES�_ 3/8 LIP �, �, 1 , , , ..,...,...,, OFFICE ' 1 CONSTRUCT 4" A.C. PAVEMENT SECTION a '" •• • I J • i r t i t .. s FF 100.40 All 2 CONSTRUCT 5.50 CLASS II AGGREGATE BASE SECTION PCC R COMPACTED SOIL } "`' ' • r -w CONSTRUCT PCC RIBBON GUTTER PER DETAIL SHOWN HEREON OVER C 0 I O F o SLP rc ® CONSTRUCT TYPE *D0 CURB (So C.F.) PER CITY STD. NO. 204 TYPICAL SECTION 32 FS ❑❑ '` r 95•� FTr 1 b j ,f ---<D �5 CONSTRUCT TYPE A-6 CURB PER CITY STD. NO. 200 PCC RIBBON GUTTE J)` l � f NTS --low fPP[(( CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY ^�O o - - oN n F STD. NO. 207A (W=40 ) I o 0 0 cp. J• p o' , s I � ° 7 Co CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC STD. JS227 0, o '` 8 CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL SHT. 2 28' I c' ( _ �, y ? 4 � r PAVING CTI 14 14 , , ,.....'s'• ,�, f� � d CONSTRUCTS* Pcc c sE oN DETAIL X r 206 N ��° ` j e3 3 1 , E a ` " P' • NATURAL GROUND OFFICE/PARKING AREA . � •�f, 54 ��, _96,90 �, g 1 .� • ® CONSTRUCT 4 CLASS II AGGREGATE BASE SECTION I 2X 27� N► SCALE. 1 = 20O-T "�� • 11 INSTALL 36" RCP (15000) STORM DRAIN PIPE iX MAX• :� F� 4' INSTALL 27" RCP (1250D) STORM DRAIN PIPE 2 �, + INSTALL IS* RCP (1250D) STORM DRAIN PIPE INSTALL 480 RCP (1500D) STORM DRAIN PIPE SECTION AmA SECTIONBmB - S ^ j L� ENTRANCE DRIVEWAY NTS �► os,,o - �• j,, f INSTALL ® PVC SCH. 40 DRAIN PIPE I 1 D �'� �.� �� N16 25 59 E +00 1 X SLAB x '� (� I I X f NTS 1 �S- O- o _.. .+ f,° f�, i •rx INSTALL 12" PVC SCH. 40 DRAIN PIPE I I I , � �, �� 5�1� CP / ,.'r �» 9 2a' ,' 0 INSTALL 24"x24" DRAIN BOX IKSET D82424 OR EQUIVALENTB LD6. r l '` , %K' --.....� N 16 2T59 E 442,00 r ' \ PHASE II�,� ,,, o » " --..� I � �--•---------�-------•- ---- —---- a - .� Asa +� � �A INSTALL 12 0 2 DRAIN BOX QUIKSET D81212 OR EQUIVALENT `k, ) o . I 7 "' '` r '� 0 r x �'' © _ N 16 25 59� E 221i'00 I N 16 25 59 221,00 ,91 z5 F� I F,, .+ I i N —. .49.03' �� 3c0,00' `� �, �` r 1 X SLAB ..,., ti►►• r CONSTRUCT CATCH BASIN NO. 1 PER RCFCD STD. NO. C8100 -- —�• W=7', V=4.00' I I ; ,1 1 I GRADS DRAIN I I I' o �,! 3 1112 5 �� 0.92�r Hit CONSTRUCT MANHOLE N0. 2 PER RCFCD STD. N0. MH252 XIST GJqr o N • GUI R s I I '.� •••' • � .�, CONSTRUCT LOCAL DEPRESSION PER RCFCD STD. NO. LD201 I I `� ( 1 / ._�`�--, 1 25� —� --- --- -- O tK 320-00' ` 1X SLAB f J i C� O- ,U• C..7 y 2.1 15 CASE AS NOTED I I Q 3 ( �._. -........ r' �' 3 00' REMOVE EXISTING 48m RCP I I, I..., j BLDG. E �, a1 — _. i � I Q .,L 1 .r �" x r o (PHASE '`I DESIGN TEDN - � �- y o REMOVE EXISTING HEADWALL I (� I I , x , STOCK-IPILE -� �'S • �, '` �' _ I ►► j I r ''• AREA ' I `~` cA ` 330,00' 1 XSk'A8 k• r 6 r EXISTING A.C. DIKE II m 1 1 ,� REMOVE S G A D E I I Ln _Y II �' as '� I ;` �` ;. Q 8 IL 9 ® PAINT 6 WHITE STRIPE PER CALTRANS TRAFFIC MANUAL Q (j ;�. o z t I © �, -.. � „-,�.�;I -- - .-•--. Y , x N J � tb r•• r • • P • mr, � (U �; o CHAPTER 6 DETAIL 278 M O �In I x X °� r�l �' I I �., o / 1r, z = U, � 1 1� { 1 ^ 280 00' X SLAB r.,,o r• 1h a 3 1 A8 REMOVE AND RELOCATE TRAFFIC SIGN I .-I I CIS _ �, W I I Z j , W . x ICA CONSTRUCT MANHOLE NO. 4 PER RCFCD STD. NO. MH254 1 R I , Q•. 150 •• __.._fie _' 1 --. ---. — — _... �— .._. x I O X J r SAWCUT AND REMOVE A.C. PAVING I 1 3' �.__..__ , GRADE TO DRAIN x BLDG. .....•• �,�,� i' ..,.�,.,, J A' , w a X G CP _,.... ... ..� -- Fl ..�_.� o -.. _ __._ _.._..w.._._.__._. _._. µ_., _ w S C h c�. m.... _ a� OVE 4.0 LF OF EXIST. RCP y.: 3 ci I - - w 2ix � .. _._.W .._... ............. O to r } . __ _. r r r 1 .� I L 33 zu, E Ws 1 - .r. r•: © J / - sX } --�.5 �fAX. N A. BE •- • r W��3 EXIS . I �( , _.� 9�. � ... 00 --�pC. ---- . ... 1 � �. � so r ON N 7 I , N16 25 59 E ,� .H. N ; 7 W , � LATERAL 8 1 (SEE SH , , 1 d' __. _. - x 89. M„... ......._ _. ., .._ ..,.., ., ..,.., 3 / 20 LF 18 RCP > > 12. INV 48 RCP .., ,�. _ 1 09 A t' 91.'I INN. S PVC _ .1 0�.ZZ I 1 2 I v I I F� �' ► to A — ' ... .. w _rv.,._. _...__... - 1 - .ti.� b r : / 0 1 v � © I � L�►� 00" S SH 3 ,c M$ �, 0 100.86 .,TC �°' '• B LD�G �`� C X / cp W 7 V 4 0 R ?� 1 S. ` 14 r x 100.36 S •°' , o X E� vj /• 92.6 INV. o� x I o SEE /IcBQ.VE FOR DETAIL OF X o ji�� /� / f r 41 1 SHEET 3 DETAIL N OFFICE/ RKING AREA f�f �• 3 ��.,, �s� �' '` �� k V, a �'' 95.80 FL, 96.30 LIB I x I x 53 LF` PVC X- ��0,00 ti I « " •� I OF THIJ AR '' .� • o _�," ... , - . f�`` �01 U U$o ItsQQ ,..__..... r- 97.50 �. I 1.00X30# �.� � r,,. j LINK FENCE -X INV. ti..- 9G:4Q 97 62 L II '� *� 9 1 .., a'I t .0p U x z N #A# Po BOf= `•y,\ f �L » e f 1 o 1 N f cJ� �y([�, I c� I .r �; �.�.__ O S=0 111 �1 � I � M I � N 25 00' o�1♦ .�208,OOr..�tt 1 X SLAB ' ! ' I - - M % ao xBEDG. !►� .. NF o :e\ § 88 _ _ � j z L vL. L18N0 Y2-r RCP199,00 a� i _ ...� (/�] . r ter. „ ..• f .... _206 2 . �' r _�._.. _ . _... vE HEADWALL--� �L O �....�..'^^"' x r O. .• .,_.. ...�.I._ ..t'..., / �• '' q.. �'�!,' � S�T. I'IE ,. w _fin•, _ ._ -. w. .._. , ... .. E INV ' RC , '__.. _.w.w.. . .__.... .... ...._. _ _ - RCP cu g� 9 y I EXIS U ,� �,�•,.,v •-.....�...,,,_��.•_._.-._.�_-.�.�.- �.w""•_........._._._.-r_•'"_ .w.�i �r._.. .+w__._......--........,._....-rr�•. ... _., ........w-._.,.,... •�......-- •f • AND GUTTIpR -� - x .. ., ,N16 25 9 E 44 .00 • �. ..... , _...... _. Nr 25 S9E. 828 N 1 25. 64�Z_ ._ . � .�� J STING MA Y AWING WA LP 7r r ( Cr REMAINVF �r . N < w EXISTING TRACT 27827-2 xJ T N �A 7827�S 1 a TRACT 2 3 - 00 = M8 26 0/1-,3 GRAPHIC SCALE j MB 262/11- 14 - Underground Service Alert I I o - 4© so Ito 160 dri Call: TOLL FREE JUNE ROAD- SCALE: I"=40' � 1 -800 227-2600 TWO WORKING DAYS BEFORE YOU DIG LD98—017GR n '._' CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE SEAL oFEss Designed By Drawn By Checked By DRAWING NO. L.C.F.1k. MA S.A.S. RECOMMENDED BY. DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS , Contractor HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF J S� SHEET 1 AS NOTED �' raw � ACCEPTED BY: � DATE: 7 t/ a Inspector ! a v PRECISE GRADING AND DRAINAGE PLA P� 4, a/�/es Date 7 / ' RONALD J. PARKS VERTICAL * do,YARRY'R. MARKHAM DEPUTY DIRECTOR OF PUBLIC WORKS CITY OF TEMECULA C.U.P. PA 9 7--0170 Date Completed -� �Fci .C.E. NO. 30657 Expires 3--31-00 77 NA 19744 9-30-01 -,., i NICOLAS ROAD SHEET FR.C.E. NO. Expireso 5 , 4 fn8 / 796GR2.DWG -7- 000 4, .............. ..................... ........ + ----I { Q 1 1 ------- ------ D { 00 0 + 1100 1090 ........... ...... ....... 4- ! I I 9 0 I 1 { ! Ia ld� r% -r A! .......... t C T VE Vi 0. 1.2 fps� _4 _j_H_ ..........- ------ H -41 + + G 1-1 fv POO P_ J 77-71 ........... ....... A 10v R6U0C ID Ar { (6-5 Qi00 s fs, ------ 1_0 a- 1090 ------- 1080 $51 C) 0 816 f 4 + s .......... .. ..... ------- .4 6.f s ......... V100 ------ 00 ! { � 00 N 006 J ------- + V100 6. Ir -T, .8" RCO, ........... D I a tIT 10 1090 VE R �01 U-) Z I It =I 46 1 1 1 HO RI �N_,�N N_ ULMM , LFMTA -_1010 J ------- 4 L 100; .10.6 fps HIYDFA IC D TA Q S ' i t I I �97.�5 -. 'p;� € j , &3 Pf oo RCI WS44�-S_ 100 -11250 J ii PYC scH. lu 1080 ........... LATERAL 'A-2' LATERAL PA— 1 1 CONSTRUCTION NOTES: VERT. I## = 4* z HORIZ. In z 4# 0 C14 VERT. I = 4# CONSTRUCT 4" A.C. PAVEMENT SECTION < LJ 0 HORIZ. In = 40' WARNINGII 0 N C1q HIGH PRESSURE 0 M CONSTRUCT 5.5" CLASS 11 AGGREGATE BASE SECTION GAS LINE 00 0 3 CONSTRUCT PCC RIBBON GUTTER PER DETAIL SHOWN HEREON 0� z z I a- z 00 < Z) . V_ N c1b CL 0- CONSTRUCT TYPE "D" CURB (600 C.F.) PER CITY SM. NO. 204 U Oj l i t _j Ci CONSTRUCT TYPE A-6 CURB PER CITY SM. NO. 200 <00 z 10 100*04 LO 0 10 0 - K) v- CONSTRUCT COMMERCIAL DRIVEWAY APPROACH PER CITY U) 6 < L < Pro >; >; >; SM. NO. 207A (W=40 < 70 - i .0 LA- z z 0 <11 CL ZIP 0 ice co a. <0 po 0 0 (V oe 0 z w 0 LO 0 0 �j CONSTRUCT JUNCTION STRUCTURE NO. 2 PER RCFC SM. JS227 0) 140 0 Li z : CV CV CO 0 Q_ < cz cn CD CONSTRUCT HANDICAP ACCESS RAMP PER DETAIL (SHT. 2) j z 4 C) Uwj LOCA DEPRESSION _ DETAIL C/) < CONSTRUCT 6" PCC PAVING SECTION (0:j 0 NICOLAS ROAD CATCH BASIN 00 00 FP (0 SCALE: I" z 4' LINE 'A' o6 11 CONSTRUCT 4" CLASS 11 AGGREGATE BASE SECTION 0 0S .0. C*q C14 INSTALL 36" RCP (1 500D) STORM DRAIN PIPE ---------- ---- =0. LINE 'A'- - - -- -------------------J-4 7.0' T=T= L= - - I T= L=40 T= 1© INSTALL 27" RCP (1250D) STORM DRAIN PIPE 8 0.8%3% 0.56% ta - -1 8 8 13 INSTALL 18" RCP (1250D) STORM DRAIN PIPE ------------ U" o 3 INSTALL 48" RCP (1500D) STORM DRAIN PIPE A Cq ---------- �0) 4 N 10:1 INSTALL 8" PVC SCH. 40 DRAIN PIPE TAPER REMOVE & RE�LOCATE Elp T� M TYP E N w 4�6 1 1 INSTALL 120 PVC SCH. 40 DRAIN PIPE D 70 + U) 11 1098 0% U 00 a- a- i 4 LP L) 69--z- A INSTALL 24• "x24" DRAIN BOX QUIKSET DB2424 OR EQUIVALENT < z Mv _j • '2 F-L -14 _y L=60*00'00" LIJ It a 00 Go (OP(P. Q INSTALL 12'oxl2'0 DRAIN BOX QUIKSET DB1212 OR EQUIVALENT 0 R=22.50' 1* 41) U) I 0- % X L=23.56' 16. Ld CONSTRUCT CATCH BASIN NO. 1 PER RCFCD SM. NO. C8100 W=7% V=4.00' Q C3 CONST. CATCH BASIN NO. 1 CONSTRUCT MANHOLE NO. 2 PER RCFCD SM. NO. MH252 PER RCFCD STD. DWG. NO. i v I_j -77 I tK* 1 W=7.0#, V=4.0' W/ LOCAL DEPRESSION NO. 2 CASE B CONSTRUCT LOCAL DEPRESSION PER RCFCD SM. NO. LD201 CASE AS NOTED 839 309 -cp's of I REMOVE EXISTING 480 RCP 5:1 TAPER P C co CD CP CD___1 0 REMOVE EXISTING HEADWALL CD Underground Service Alert GRAPHIC SCALE REMOVE EXISTING A.C. DIKE "T D ETAI L 20 0 10 20 40 60 < Call: TOLL FREE PAINT 6" MITE STRIPE PER CALTRANS TRAFFIC MANUAL -;-Ix ...... M.H. NO. 2 co D ETAI L )f 1399 CHAPTER 6, DETAIL 27B 2* M.H. N 0. 4 1 -800 HORIZ. I REMOVE AND RELOCATE TRAFFIC SIGN SCALE: 1" 20' HORIZ. In 2# CONSTRUCT MANHOLE NO. 4 PER RCFCD STD. NO. MH254 227-2600 SAWCUT & REMOVE A.C. PAVING LD98-017GR LO TWO WORKING DAYS BEFORE YOU DIG M - SEAL I CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK L-1 A I- Designed By Drawn By Checked By A DRAWING NO. SCALE 1,1111FESS ylp",1111, S.A.S. RECOMMENDED BY:, DATE' 1&1'�O CITY QF TEMECULA DEPARTMENT OF PUBLIC WORKS It- MA Contractor HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF LLJ rn .71. 1 "Wi ACCEPTED BY: —DATE' 71211?8 SEE SHEET 1 AS NOTED No. 3MIS7 7. / (0 . 78 RONALD J. PARKS 711- Inspector fiv, 3/M/00 Date STORM DRAIN PROFILES AND DETAI L C) it DEPUTY DIRECTOR OF PUBLIC WORKS d .1 a VERTICAL 4ARRY R. MARKHAM C.U.P. PA 9 7-0170 CITY OF TEMECULA + .-J VA. 4— Date Completed 30657 3-31-00 R.C.E. NO Expires 19744 9-30-01 r---I AS NOTED R.C.E. N 0. —Expires NI COLAS ROAD SHEET3 OF5 796GR3.DWG i do,4 'S� �3 4 n w O00 (0 O � . 2 ti z J 'cn °' G, o o° to (is LEGEND 206,65' 0 08•8650N ��°°• CENTERLINE I N DG• 1 PROPERTY LINE O LOT LINE �� ZER 214.84' � CURB �� ?S111j IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllll.W� illillilI �I EXCU RB I O' •�O• I�,� ru BUILDING EASEMENT LINE Q ��h N16.25 59 E 270.00' • DO I C) 1 �"� Sao• of .� of BLDG. F o Uj 1 N 16.25'59• E 442,00' �1 (PHASE II) _ 33 �p o _.rrr.rr r_rw�.__ __ ►� L J I -- -- -- -- -- -- -- -- -- -- -� --N 16.25'S9'' E 221,00' 7•91' I � 3 Fs.�o. I N 16.25'S9' E 221,00' I —_ 55' I i 49.03' 320.00' ►��`' �� 4r I I w � 43' 112 I I U-) 0 59 0I oCV I 0 I I 25' ------------------- 46 (� ��` 320.00 �A Q ---- -_.___� 150' ------- 30.00 �� 1 �� '` Q o I 1 w ------- of BLDG. E Q I � NO I 1 c I '�' ©1 (PHASE II cu O r: o Ln I ) � 1 1 r• J n �' I tK 32.2g 0 m 1 NA., I Iw w l 1 330.00 1 3 P 0 o01 0 % �- o � 3 f % 1 _ J N .A. P . I I� � % 0 0 in U I � In Im I 1 n 2so.00' ILCCO)) o� z I zzCI In I W150 0 • z ---- -- _—_� — �.—_. __J QMA H X. C& I A = 90 00 00 I �---------- l Uj +H R = 16.00' I 01 BLDG. D a �/� L = 25.13' :�I I 35.00' o I X 2 , a 11 0 = 90'00'00" I n l o ¢ �� 1 R -- 2.50 Ln 27 _ N w /��►' I . i Lo L = 3.93' �i ao( _N16 25 59 E _- 221.00 - _- I 226.50 I - N 290.00 I 14,00' I `I I w l 0 = 180.00'00" 01 � _ -- --- -- -- _-- ------ -- -- -- - - -- --Jco R = 2.50 I 14,00' N 16.2559 t E 442.00' 00 N I L = 7.85' L--.J.._- C N16.25'59tE 442.00' had I 230.00' o = 90 00 00~ I I • , R = 2.50' I 0 � 1 / /ry -H = 90*00100" L = 3.93' I 4 ' 5 LO I o R = 16.00 'n o 1 7' 0� I BLDG. C �C:) fgSEM�GE L = 25.13' MATCH EX. C&G 00 220.00 '� �s r�. �•� co `� U? ti I ao I � U 0 00 l �h M ; I jCY) LO n F_ o N *A* Po z W . Q 1 ( z i p o I 25.00' 0 I 208.00 / • II I can z(n I o� 01 w 30.00' ofI o � m .o IM a l00 *I W z Ui U, 198.00Um z 5' m 01Q 35.00' 0 01 61 I S ^� --t--- o 283.13' / I 0 0 r I N N �I I 1 N16.25'59''E 442.00' N16.25'59''E 322.87" I N 16.25159'E 764,87' I co I 5X1 r1N 0 7F3A 0T 78 7- 5X1 S711\J TRA 07 27827-3 GRAPHIC SCALE ' IME3 25 0/1- 3 'CD Underground Service Alert �� />>�»' 0 20 40 so 120 160 9 `? Call. TOLL FREE -1 JUNE ROAD 111 III 1 800 r.r_T 227-2600 LO TWO WORKING DAYS BEFORE YOU DIG LD 98—D 17GR cn CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE FESS/ SEAL Designed By Drawn By checked By DRAWING N0. M � L.C.F. S.A.S. RECOMMENDED BY DATE. 7��1R8 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS PRO � Contractor HORIZONTAL -�� R �R�y �� w �� - PLANS PREPARED UNDER THE SUPERVISION OF z �- . 7 98 � � ACCEPTED BY. DATE. Inspector SEE SHEET 1 AS NOTED No. 3M7 e HORIZONTAL CONTROL PLAN o P ram. 3/31/eo Date 7 q RONALD J. PARKS CD VERTICAL *�� 'v,� �kRRY R. MARKHAM DEPUTY DIRECTOR OF PUBLIC WORKS C.U.P. PA 9 7-0170 Date Completed qT �' 0657 3-31-00 CITY OF TEMECULA . p NA F of cA�-�F° R.C.E.CE N0. Expires NI COLAS ROAD SHEET 4 OF Q R.C.E. N0. 19744 Expires 9-30-01 '�� ;°� 5 Q �� 796GR4.DWG LFROSION CONTRO t NOTES: 1. maw CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON 25.3 i....w;.._�M.'_.. '. � ~^s�` " � •-.,. ! �OMI OCTOBER 15 TO APRIL 15. APPROVED PLANS IS REQUIRED FOR ALL ROUGH NG �� QUANTfflEg: �92.6 YL 2. IN CASt OF EMERGENCY, CALL SCOTT BERNARD AT (714)719-6360 OR (714)325-7e04. SAND SAGS STACKED TWO HIGH BY STAGGERING .............1620 LF --._ . •., 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE STRAIN WATTLES. .............................................•... .QSO LF l THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE SILT FENCE PER BMP STD. ESC 5C1 . .......................... .!!UO LF - , DEPARTMENT OF PUBLIC WORKS 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVILABLE ON- SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION ` f �+ OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1 - - 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPT. OF PUBLIC WORKS. .00 S. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SMALL BE IN PLACE AT THE END OF $-� 4. t EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS X y f FORTY (40) PERCENT. % 6 6 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK 0B BERMS. r . ar `� rn�' �" ` ' .�M •' °"6'� / . l ... SILT FENCES AND DESILTING BASINS, ETC. i •� r)' i cy 0_ �-"._.. Go e, GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE �.....�`��;:....�' �� ° ' � � �`% OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. %G. "-' ' S. THE DEVELOPER SHALL BE RESPONSIBLE AND TAKE NECESSARY PRECAUTIONS TO ,allca o �•' 1 /`' '' � lot PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. i 4r•." �+ �.%= ... .._ % _✓A;A % %� .CY ('V ; " G \ t ' C , ICI. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING � ^ w_...�t` AREAS ARE COMPLETE PER ROUGH GRADING PLAN, ., 1 -� ' N1� 25 59 E /r`27 ,00 -- u; 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR S- - � �� r--' ' - r ��.-�"" �r MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. . o �,ti rp SAWDI AGS TO REMAIN IN PL�C:E kM,,, L DEVF�O.P"MENT OF PHASE II . 5 �--�� 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER IN �, I % �, . '��G} B 'DO .•, - FORMATION IS SUBJECT TO CHANGE. • • ,, rn w A = ..., ,/�n�' % , z �� ,�. (PHASE I I ,� (� ti4 .....� N 16 2T59 E 442.VV �l rw )� �1 ._ .rr.r err r•w..rrr•Irk it .�rr•r rrrrrrr r .rr i . i V` to 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES N 16.25'59�-► E 221'00' N 1W 25 59 If 221.00 7.91 . t3 w" I I PRIOR TO PERMANENT PLANTING. I `° "" 320,00 - --- ` 14. AREAS SHALL ®E MAITAINED IN SUCH A STATE THAT FIRE ACCESS SHALL 8E - f I I t.,.MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 43 12 ` ... uc� ,' r f '~ .� 15. NO OBSTRUCTION OR DISTUIRSANCE OF NATURAL DRAINAGE COURSES OR EXISTING ` i I / $ I _. ,� c ' g 4..., �` �° '� NV, V, STORM DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON UNLESS ADEQUATE 'CP -' TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED I �- ', ' ` tip` ,r; 0 �.. ° d TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR : •�► _-.. Y. «�- _ �, . SANDBAGS TO MAIN IN PLACE UNTIL DEVELOP AF., 11`-0F FFKA'3L� II .� _.... {NATURAL WATER COURSE. < � ' ' ,� .�aC(3 - « - S' . f'r7 p w_. l 16. THE DEVELOPER SMALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM I I � % � � ��---_ � � `� r��' �P HAS E I�� '� I �.l� D�,��01v TECH O �. l �o � �:�• � o RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM �r ��,-� -•�_. M Sµ!OC,K'r.-PILE ,�, ��,.- } �, -- .,-- -w-. .. , Y. } $ .. 1 m 330,0 , DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA �� .� - ----�-- Air:- �� SHALL NO BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. 10 ' }•"_ ��..� Ll% r�i } �, j �,f'' i X r w ,fir - V." N *A* P x M a¢�V l., • r_ G7 � J 17. CONFORMANCE WMTM THE REQUIREMENT'S OF THIS PLAN SHALL IN NO WAY RELIEVE �` � � 10 -#�I � , N .. ---1 rt ^. THE DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. �"� } 7t yc m . I I w_ v TEMPORARY EROSION CONTROL SHALL CONSIST OF BUT NOT LIMITED T0, CONSTRUCTING O LLA $ '" 1 X SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, �� ' I 'r'" r`► -•smi+ -. •�' w '" w "'r'" ``'•..�, 280,00' 1; .. ....'arc CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATES2 ;� . 1, I p� _. ..._.,. __..R c� U.::< 0 U �•} 1, PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. I M --�,. 1 �. 1�`- �_•��_.. 15 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION i\-+A7'C�.� ��` Lc�f� � � yC'C?�'t�1 \\ +t1 I ,� % �.�M len �.�:t�l Jy' 4 t �• q �y p�j 6 VC CONTROL PRIOR TO OCTOBER 1S. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL a _-�1� �:? -� �' ; - 4y-- �c .-_ " `� `' � , �"' % r`� '' f "� n -. 1 w , �. '� 1 �`� � �'�� ,.... ',��', "r° r� N (]� �'�r'''�`,�• �� % r .r �~-� � e, '� �� ! tC? � C1C) � 1..�LDG• ��mm ,f� BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES � � 5 I l.. a.,, 1. ,r "N" -,, % 1 r 00 r` 3"5,00 �' "�� IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. -. �. •SI • no Qo 1 t r.T G f 1 Cc,``� ,- �''• � 4'P •c,r -� % �"''1� .ti 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF } xl o, �� . `?�,,.''� X � �- �,_.. ..�•�-� oa �� ,.�- �.._..w. �_. ::��-�-�._..._...... _�_.._.�__-�_� _..._. ��.^��-��' `��~ � 1, i` "�� f� �w �.rr"--_-_.. ____._�..___�_. ._�. .. � �� _ � �� :�f� �,11',x � � 'Iw I��C)VE 4.0 �.F ��' EXIST. I�Cw P COMPLETION PRIOR TO FINAL. GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES �' � � �; -� '� --�"� �-- -�� -----�-�-- - -- � ? �� 2 � ,_ �,� ;� � �,. II ��`� _ w, . .. .. . _ . 5 C.�N I I�.�t. �.�, 1 _.. .. ...M.-. C _, .. . ,., w _...,_ .. ... .. FACILITIES AND -� ,, _. _.. _.-_ . .,... w.__... ..._._..._...._. .. . TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAMC ES .. _. -.--_ __w... _ ... ......-...__._.. .- ,, - • � .... >s ., , w....._ „_.�L_ K • ,.w.. A' .�-' y"''cR °2 5 9 4 ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED T0: ._.� Lai . ! o �� 7 .,_ o -�` ca ` _....... . �_.,k. -- - - - _ EXIST. 48 RCP P TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH ; ,;}w' +� ` _ �" _,.... - - -fir _•• •ww.-•.. �_ , _ '. "_.�..-... .w..,._ I PROTECTED OUTFALL AREAS GRADED BERMS AROUND AREAS TO ELIMINATE EROSION ? f..._ -- F I :- _.. . , . w• _, .. - f '1,. v , OF FILL SLOPES BY SURFACE RUNOFF CONFINED PONDING AREAS TO DESILT RUNOFF ! �, ;,s I -� �� e• .. •~` ,� *' V. ... „ .. .. . .:..�. .. ' fir' •� L s T ESI T RUNOFF; PROTECTION u- X I - TEMPORARY CHECK DAMS IN TOE OF SLOPEDITCHES 0 D L ,._ � . r a J r �.� . � . J . �V �'. c a �� N16 25 59 E `�,� �. � �� , . �,�� ___ ,.,� ,._.__ ..._ ..t,��.l. r� •�� ,: ..� �; M ( t w7 SUCH A SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT TO GRADE �.```�� .._•," _.,... =f�.�_•,�..M_• _.�', •r a '� SU S D w LJ . , t• A',.>� 4''.• .(�. '. ,J . ✓ , wf ,h�. '.r _,„•..r^. 89.9 i +V e 1 tl .�f �� .n '�K+.w..J ,0...... �*+ .' 4.'1') ^• .n' /1 t � ...y"(t� '.Y L�r n LJ ��4�'1 AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE - I �, ` Ma ,45 ` ,, \ X \ ,� r �..."--• - ., ',r � ` I n. F� I •_ < C� t Cad f/'y ,• r �t e__. �' f 1 C) ..� ., EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE t % _� '_ � - / �• � - -" f FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. �s � ,,. ,� 1 `'�. `, - 90 00 01 � � ..-�-.... ._ . . , % ,�•+ � QN5T _�.8. yNcw�. 1 (x: � w + .. v 11 C C:)• s ~"�--" w s, �r;; BL�G C �.�, �A �� ' = f V=4.0) C 1 :; f 1 .C 0 Ma r�, Y. ,9 2 TOP OF CUT BROW DITCH WHERE REQUIRED ON THE PLAN SHALL BE CONSTRUCTED �` ` 0 r `�� `' i ,�.�� INN. � �. QU f��g�?; ,;�i % '�'� LX��• `7.1��' ..,r �'� $� .. X � % r 11 C.�t�.r. j,F"� .,.,,,'.; �,�' ,.� •� X o r � �,,� p1`'' c rn CP PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. r1,A'Ttl-I EX A63 IP+. _ ,�5 (F' ,, , ,, r g r �, $ �`w:. a `�� 1F'` , �, 9f.63 1"G 21. CLEARING AND GRUB'�MNG SHOULD BE LIMITED TKO AREAS THAT WILL RECIEVE X r,. I `� \_. v' N 7L �'� _@?f "- �• J w1 ,-' x ,, 1�yam. .. St q w, ".ti '�•� `s 1 A R WILL REQUIRED RED TO PROTECT ' .. X , _�._ T •� K t ,�., r;..�i \\.EX!Sl. CrHAIN IMMEDIATE GRADING. EROSION CONTROL ME SU ES LL BE QU � I . .�. � .__-- �..� �' �- :•`� Cam '� W �s��, ,fi �,;. ��., I=�_'µ M.._ �r �-� � _, .` c� .._,, .. ..._.._ ..__ ... . AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION i 1 ` �-"'�`-. ,---._ "` --._."_.� IN " Ca �' ,.? '' � �- "� "" 1.0 % � "�' '�"� �`" :�W UNK FE:I 1 F AND WHICH ARE SUBJECT OT RUNOFF DURING THE PERIOD OF THE RAINY SEASON. 'cr I :� 1 i ~'� `` �� '.- ':' � E3 u� '�`�-`"� =� ^',` �, ___,•._ r �^� A DITCHES,H E C.) wa � � �x ` t ��j X . � �"�. � In -�� ( N �; ��. �`•. LS ! t , • THESE MEASURES MAY INCLUDE, BUT SHALL NO BE LIMITED TO. GRADED D C S; � i;�. i ,. .• ~"� 'o w „� T�--�' O c'" a .-• ,� f ' N *AOPO IJ Pic BRUSH BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE "' w �'11 M �' ", J VEGETATION BEYOND LIMITS OF GRADING. I �l-'� Z 1 ' � '�- •._._ 23„00' I '°� : ew, €" .�" .. ._� .. .. � t� " y 22. THE DEPARTMENT OF PUBLIC WORKS APPROVAL OF PLANS DOES NOT RELIEVE THE ?1 I I i % �, ` z. ___.__- . _ �....... ��-~_��. ,24;� ,,,��, y � � • I DEVELOPER FROM RESPONSIBILITY FOR THE CORRRECTION OF ERROR AND OMISSION rr,�•....ti.v r a 1 •�, � ., ,, - ,© , -� - , • .• cu DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN I 1 'v► .. ---- ` ---- 1 $ - � n "�•.�.. ; , g" r - fi w r1 { ," Rop Co REVISION SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS X col w,. .,..�--- �r /`� - .. 1 � FOR APPROVAL. I<;M t.. �. ../ .r.---_ .�-� ..._.._. .�..�,�..--- g- �` T _'....- •w �, _ v a --•-• .CtC17 i © .,..,..... - r ..,�"" _`_..... � /.�� .�_... � ; 1 �-`�. •�.. .,..... _ � of X •� -j � �. � r ( r- "^ ., •• Q ../ 7 .. ^A�AA L .j�Tt71f"..►.. /+�?1 1" r....._ e ! .� T� ,l , w / a �VE 4ST. HEADWALL • p .. 4 , ,. _� ''�'y / •' ,.....1 ry � ., .. I �,s,.r'' t5w� •r'" ' ^• •�, i �f �, r- " a3 RCP i ....wr? � , p `x` w• ' i G1V�. \Lrf •»i ti C� " ",._""". - ,_.,,......,. "`." .,,......._...,,p __f ----.,..w... _._-•.-._..._.� ,,_ ��r" , �.... ............................_....... „ X C�y `^- ix' `°�-�"1'�„��w"fi'...,.,_.,,.,... ........,...._-.._ ,,.x!/ 'rti :•" . SIMON i I I �ilb 25 9 E4 �_.r - ...,_� __ -.. X _.... _. _... I 5' _. 764,01 S. _._...._�. .__ ..._ w_ �, x 1�r• .. cM, Z AiNiNG wA .. �w % REMAIN i • 9XISTIN13 IRA CT 27827-2 9XISTING IRA01 27827-3 MS 26 011-,3 GRAPI41C SCE � MS 262/f1-'!•4 Underground Service Alert I Q 20 44 so 120 IGO 9 o CC�II: TOLL FREE , JUNE ROAD SCALE: I =40 �" Boo _ -- - - � -. -mum _ _ -MOM _ _ _ MOM _ � ... 227--m-2600 m DAYS 80MIX YOU W LD 98--017GR n CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC' BENCHMARK SCALE SEAL Designed By Drawn By Checked By ' DRAWING NO. It- MA "'l I.C.F. &A-& ECOMMENDED BY: DATE: /_ � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL y ��ti � �` � � P S PREPARED UNDER THE SUPERVISION OF s sue. AS NOTED ft 30M ACCEPTED BY: DATE: �' ER OSION CON TROL PLAN I rsp�ctor I* Ammer Date � � � � RONALD J. PARKS VERTICAL * JARRY R. MARKHAM DEPUTY DIRECTOR OF PUBLIC WOWS CUP, PA 9 7--0170 Expires 3 � � � � CE N0. . . . ,30�57 Exp --�-0�0 1 C�oF T�EMEcuLA :a.. .....: NA R.C.E. NO Expires 9-30-01 �',::`a :: NICOLAS ROAD SHEET 5 OF 5 01 N .- 796GR5.DWG r _ :.