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HomeMy WebLinkAboutLot 104 Precise Grading GRADING NOTES, GENERAL NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, 1 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED PARK SITE A APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. WORK AREA, AND RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE 2. MINIMUM DRAINAGE SWALE SLOPE SHALL BE = 1%. MUST INFORM THE CITY OF CONSTRUCTION SCHEDULE AT LEAST 48 HOURS PRIOR 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . TO BEGINNING OF CONSTRUCTION. 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQU IVALENIT ALONG THE TOP OF ALL PHONE: (909) 694-6411 LOT 104 TRACT MAP NO 23143FILL SLOPES OVER 5' HIGH. 2. THE DEVELOPER WILL INSTALL STREET NAME S I GN5 CONFORMING TO THE CITY 5. ALL GRADING SHALL BE DOLE UNDER THE SiJPERV I S I ON OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY OF TEMECULA'S STANDARD NOS. 403-405. PRECISE GRADING, STORM DRAIN PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS jr OVER 1 ' DEEP.- 3. EEP:3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA PUBLIC WORKS DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, ENIGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH DATED OCTOBER 1998, AND SUBSEQUENT AMENDMENTS. AND PRIVATE SANITARY SEWER PLANS GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TO INSTALL STREET CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ONLY). PROJECT SITE TOP OF CUT SLOPES. 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY R 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TO THE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT � Rp�,p ONE FOOT. PERMIT FOR ALL WORK ON EXISTING CITY MAINTAINED ROADS, AND FOR UTILITY LEGEM CENTERLINE 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMAiENDATIONS OF WORK WITHIN OFFERS OF DEDICATION FOR PURL_I C USE. �ti THE GEOTECHN I CAL I NVEST I GAT I ON BY: T F-� 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO P/L = PROPERTY LICE _ -INE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAVING THE STREET SECTION INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: F.L. = FLOW LINE SUBDIVISION BOUNDARY PA ` ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- vIA RAMI r� MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE I N CONFORM- SEWER, WATER, ELECTRIC, GAS, DRAINAGE. F.G. = FINISHED GRADE R/N- - -- -= RIGHT OF WAY �, ( ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 7. CURB DEPRESS I ONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CON- G.B. = GRADE BREAK gg = F I N I SHED CONTOURZip qpm PLACE 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG STRUCTED ACCORDING TO STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN F.F. = FINISHED FLOOR W S DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE THE FIELD. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- F.S. = FINISHED Sl1RFACE C r b rte, TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 8. IT SHALL BE THE RESPONMS I B I L I TY OF THE DEVELOPER OR CONTRACTOR TO APPLY T.C. - TOP OF CURB -�'--r r F- .$I- _ /FILL L I PE �',� ; EACH LOT. TO CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANIS) FOR AN ENCROACH- v.I.F. = CONTRACTOR TO VERIFY IN FIELD NAT• DAYLIGHT LINE 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL MENT PERMIT FOR ALL WORK PERFORMED WITHIN THE STATE RIGHT-OF-WAY. T.B. TOP OF BERM FILL _ ,� SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PROPOSED G�.>RB k GUTTER Q* pI0 PILO ��- PLANTED W I TH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS SHALL BE TAKEN L.P. = LOW POINT = ' RD• EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. H.P. = HIGH POINT - -- = EXISTING CURB k GUTTER R SECTION 17.08 PRIOR TO THE APPROVAL OF FINAL INSPECTION. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE ENCOUNTERED. L.S. = LANDSCAPE = PROPOSED 4' RIBBON GUTTER HWY. T! 12. NO FILL SHALL BE PLACED ON EXISTING (ROUND UNTIL THE GROUND HAS 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN TYP. = TYPICAL TOP BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL AND PROOF ROLLED. (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE A.C. ASPHALT I C TOE= �� = 2: 1 CUT SLOPE TO SAN DIEGO APPLIED AT A RATE OF 0.05 GALLON PER SQUARE YARD. ASPHALTIC EMULSION 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, SHALL CONFORM TO SECT I ONS 37, 39 AND 94 OF THE STATE STANDARD SPEC I F I CA- S.D. = STORM DRAIN TOP VIC INITY MAP THE TERRA I N MUST BE CLEARED, KEYED, AND BENCHED I NTO F I RM NATURAL SO I L TIONS. T.s. TOP OF SLOPE TOE _ 1 FILL SLOPE NOT TO SCALE FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED 11 . PRIME COAT REQU I RED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. I.E. INVERT ELEVATION .„ „� BROW DITCH CONSTTMT ION NOTES k QUANT ITY ESTIHIAIL-. ENG I NEER PRIOR TO PLACEMENT OF FILL MATERIAL. 99.99 = PROPOSED SPOT ELEVATION 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF a ".CONSTRUCTION NDTE NL1NrEER �. I TDrI CXIANT I UNIT T PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 12. 460.53. STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE N0. (99.99) = EXISTING SPOT ELEVATION = A.C. PAVING SITE SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET 1 SAWCUT 2' A.C. PAVING k FEATHER TO SMOOTH TRANSITION 64 S.F. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. LIGHTING PLAN. 2 REMOVE EXISTING CURB k GUTTER k DISPOSE OF PROPERLY 28 L.F 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A 3 CONSTRUCT 24' WIDE CONCRETE DRIVEWAY PER C.O.T. STD. 207 300 S.F. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MINIMUM FOR ROAD IMPROVEMENTS TO CENTERLINE AND MAY BE REQUIRED TO 4 CONSTRUCT HANDICAP RAMP PER DETAIL ON SHEET G-3 1 EA. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO RECONSTRUCT EXISTING PAVEMENTS, INCLUDING BASE, AND MATCHING OVERLAY J " PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED 1. MINIMUM PARKING LOT GRADE SHALL BE OPE (1.0) PERCENT. 5 CONSTRUCT 6 CURB, TYPE D-6 PER C.O.T. STD. 204A 394.0 L.F. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTHS TRAFFIC INDEX. JC8) FPA ONSTRUCT 6" CURB k GUTTER, TYPE A-6 PER C.O.T. STD. 2OO fi0.2 L•F- (1 .5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE ENGINEERING 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. DEPARTMENT FOR CUT AND FILL SLOPES OVER 30 IN VERTICAL WEIGHT. 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SIPGRADE SURFACES NSTALL 3" A.C. OVER 8" CL. 2 A.B. OR AS REQUIRED BY SOILS ENGINEER 6,750 S.F.WITHIN PARKWAYS ON LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PRIOR TO PLACEAENT OF PAVING. ONSTRUCT 1 ' WIDE P.C.C. STEP 72 S.F. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PLANS. ALL OTHER TYPES OF LANDSCAPING IN THESE AREAS, AND ALL LAND- PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- SCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN INT 4" SOLID WHITE PARKING STRIPE 198 L.F. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY " (14) DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE AINT 4" SOLID YELLOW (2' 0.C. 77 L.F. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL STANDARDS RELATING TO THE ADMINISTRATION OF LANDSCAPE ENCROACHMENTS* APPLIED AT A RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION DATED JANUARY 1989. SHALL CONFORM TO SECT I ON5 37, 39 AND 94 OF THE STATE STANDARD W1OPROTECT EMOVE k D I SPOSE OF PROPERLY DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. -- -- SPECIFICATIONS. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 16. PUSUANT TO THE CITY OF TEMECULA ORDINANCE NO. 90--12, THE DEVELOPER SHALL 5. THE SUED I V 1 DER OR CONTRACTOR SHALL AMPLY TO THE CITY OF TEMECULA IN PLACE -- -- PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' I N VERTICAL HE i GHT, I N ADDITION TO GROUND COVER, SHALL BE PLAN- INSTALL ALL REQUIRED CABLE TV FACILITIES. DEPARTMENT OF PUBLIC WORKS FOR AN ENCFt0AGF4rE1VT PERMIT FOR ALL WORK 11 TO BE RELOCATED -- -- TED W I TH APPROVED TREES, SHRUBS, OR COMB I NAT I ON THEREOF. SHRUBS 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE WITHIN CITY RIGHT-OF-WAY. 12 CONSTRUCT 4' RIBBON GUTTER PER C.O.T. STD. 210, 211 , 212 640 S.F. SHALL BE PLANTED AT 10ON CENTERS, ,TREES, 20' ON CENTER, COMBINA- APPL I CANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE CORRECTION 6. TREE I NSPECT I ONS ARE REQU I RED BY THE DEPARTMENT OF PUBLIC WORKS, " " T I ONS, 15 ON CENTERS. SLOPES OVER 4 I N VERT I CAL HE I GHT SHALL HAVE ONE INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION 13 CONSTRUCT TYPE A DRAINAGE DITCH PER C.O.T. STD. 304 327 L.F PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY AND DURING PLACEMENT OF ASPHALT. 14 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET G-4 60 L.F U.P.C. CHAPTER 10.R. ENGINEER FOR REVIEW AND APPROVAL. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED 15 INSTALL 2" x 4" REDWOOD HEADER 28 L.F 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE 16 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET G-4. 1 EA. CITY SHALL BE INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL AT (909) 694-6411. 17 INSTALL GRAVELBAG VELOCITY REDUCERS PER DETAIL ON SHEET G-4 6,000 L-F BE PERMITTED. M 8. A COMPACTION REPORT BY A SOILS ENG I NEER SHALL CERTIFY 90 PERCENT (2 BAGS HIGH UNLESS OTHERWISE NOTED) 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR C9 EIVG I LEER S TO CONTRACTORS COMPACTION OF SUBGRADE PRIOR TO PLACEMENT OF BASE AND 95 PERCENT TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENI'T THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY P I PES OR OF ASPHALT PAVING. STORM, DRAIN 23. APPROVAL OF THESE PLANS BY THE C I TY OR I TS AGENTS DOES NOT REL I EVE STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 20 INSTALL 12" BROOKS TYPE CATCH BASIN NO. 1212 OR EQUIVALENT 1 EA. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL " RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON LL. DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR BE COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE 21 INSTALL 8 ADS N-12 STORM DRAIN, OR EQUIVALENT 76 L.F. Q REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY PROJECT INSPECTOR. ALL GRADE I NSPECT I ONS WILL BE IN CONJUNCTION TO THE CITY ENIG I NEER FOR REVIEW AND APPROVAL. x UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE WITH OR PRECEDED BY COMPACTION TESTING. 1 I NSTALL 6" ADS N-12 STORM DRA I N, OR EQU I VALENT 283 L.F. 10 CONTRACTOR IS REQU I RED TO TAKE ALL DUE PRECAUTIONARY MEANS TO 10. F I NAL PAVEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED TO 1 INSTALL 4" ADS N-12 STORM DRAIN, OR EQUIVALENT 328 L.F. PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN. THE DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF TEN DAYS INSTALL ADS N-12 FLARED END SECTION, OR EQUIVALENT 3 EA. E PRIOR TO PLACEMENT of BASE MATERIAL. THE DESIGN SHALL ADHERE TO EARTHWORK QUANTITIES LO CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY THE METHIODOL.OGY SET FORTH I N CHAPTER 600 OF THE CALTRANS H I GHWAYISTALL " _ _ _ 0 ACCEPTED CONSTRUCTION PRACT I CES, CONSTRUCTION CONTRACTOR WILL BE DESIGN MANUAL AND UTILIZE THE "R" VALUE METHOD. THE "R" VALUE RM4) GRATE OR _ T C F o LO REQU I RED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST INSTALL N.D.S. TYPE 1215 SQUARE GRATED INLET, OR EQU I VALENT 9 EA. COND I T I ONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, NO. 301 AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENG I NEER. THE RAW NO'S. 7,750 60,900 INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIRE- NUMBER AND LOCAT I ONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL 24 INSTALL 2.0' HIGH x 20" THICK FACING R I PRAP (D50=10") OVER fi" THICK 382 C.Y. o HENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT TO BE LIMITED BY THE DIRECTOR OF PUBLIC WORKS. CL. 2 A.B. OVER MIRAF I 70OX FILTER BLANKET OR EQUIVALENT INSTALL 10' x 10' x 1 .0' THICK GROUTED No. 2 RIP RAP OVER 10 THICK 4 C.Y. - 53, 150 CY IMPORT TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES 11. ASPHALT CONCRETE SHALL CONFORM TO ALL PRO'V I S I ONS OF SECTION 203-6 25 CL. 2 A.B. OVER 70OX M I RAF I F I LTER BLANKET OER EQU I VALENT FROM TR 23143 TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM OF THE CURRENT STANDARD SPEC I F I CAT I ONS OF PUBLIC WORKS CONSTRUCTION. ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE ASPHALT SUFACE COURSE SHALL BE C2-AR-4000. MINIMUM THICKNESS IS 26 JUNCTION STRUCTURE No.4 PER RCFCD STD. JS 229. 1 EA. THE OPINION OF EARTHWORK QUANTITIES SHOWN ABOVE ARE UNADJUSTED It PERFORMANCE OF WORK ON THIS PROJECT. 2 INCHES, MAXIMUM THICKNESS IS 3 INCHES. ASPHALT CONCRETE SECT I ONS GROSS VOLUMES AND DO NOT INCLUDE THE EFFECTS OF SCARIFYING, w GREATER THAN 3 INCHES SHALL CONITA I N A BASE COURSE OF B-AR-4000, SANITARY SEWER-_�PR I VAT E� OVER EXCAVAT I ON, RECOMPACT I ON, SHR I WAGE, SUBS I DENCE OR OTHER w THE CONTRACTOR SHALL RESPONS I BLE TO REPORT DISCREPANCIES I N PLANS AND/OR FIELD COW I T I ONS A MINIMUM THICKNESS OF 2 INCHES. FACTORS AND ARE SUBJECT TO FIELD COND I T I ONS THAT MAY BE SPECIFIED INSTALL PRIVATE ASTM D 3034, SDR35, 6" PVC SEWER PER EMWD STD. SB-177 310.4 L.F. IN THE PRELIMINARY SOILS REPORT AND ARE FOR REFERENCE AND FEE 0 IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 31 INSTALL 4" CLEANOUT PER EMWD STD. SB-52 5 EA. Q PURPOSES ONLY. o CAUT ION: THE ENGINEER PREPARING THESE PLANS WILL NOT RE9:416IBLE FOR, OR L I ABLE FOR, UNAUTHORIZED BASIS OF BEARING 32 INSTALL 48" I .D. MANHOLE PER EMWD STD. SB-53 1 EA. USED BY RE CIVIL THE CONTRACTOROR DURC I NG GRADANNOT C NG�OPERAT EXACT THE ONSNORTCAN T1 MEANS OR I L o CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED THE BEARINGS SHOWN HEREON ARE BASED ON ENGINEER GUARANTEE THE EXACT SOIL CONDITIONS OVER THE ENTIRE SITE, BY THE PREPARER OF THESE PLANS A PORT I ON OF THE CENTERLINE OF THE CONTRACTOR I S ADV I SED TO PERPARE HIS ONN ESTI MATES THE CIVIL ENG I NIEER ASSUMES NO RESPONSIBILITY FOR F I NAL EARTHWORKIt BUTTERF I ELD STAGE ROAD, BEING N 14"54'58" W OF EARTHWORK FOR TI-E PUM'RiPOSES OF BIDDING, CONTRACT QUANT I T I ES. C14 PER TRACT MAP NO. 23143-1 , M.B. 241/79-88. AhV CONSTRUCTION. a I Y Underground Service Alert IL 9 ENC3RVEERS NOTE APPLICANT RVE'ER PALEONTOLOGIST $ APHY BENCH MARK LI�DE� QF- - � IL G-1 -- 4 OF 38 -- T I TLE SHEET w o THE PRIVATE ENGINEER SIGNING THESE FLANS I S COMk1UN I T I ES SOUTHWEST R.B.F. CON5ILT I NE PACIFIC SOILS INC. PR I NC I PE k ASSOC I RTES ANALYT I CAL PHOTOGRAMMETR I C SURVEYS, I NIC. R I VERS I DE COUNTY DES-NN*T ION: T-27-81 G-2 �-- 5 OF 38 -- PRECISE GRADING, STORM DRAIN ' 'SANITARY SEWER PLAN 647 MAIN STREET SUITE 1A 2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 RESPONSIBLE FOR ASSURING THE ACCURACY OF DESIGN 181 OLD SPRINGS ROAD RIVERSIDE, CA 92501 FROM THE INTERSECTION OF FRONT STS AND RANCHO CALIF. RD. , 3.4 MILES G--3 -- 6 OF 38 -- PRECISE GRADING, STORM DRAIN k SANITARY SEWER PLAN AND ACCEPTABILITY OF THE WORK HEREON. IN THE ANAHEIM CA 92808 27555 YNEZ ROAD 7715 CONVOY CT. 39815 MURRIETA HOT CALL TOLL FREE SUITE 400 SAN DIEGO CA. 92111 SPR I NIGS RD. (909) 686-5103 NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. G-4 -- 7 OF 38 -- DETAIL SHEET � EVENT OF DISCREPANCIES ARISING AFTER COUNTY (714) 279-6555 SUITE0 TEMECULA, CA. 92591 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. G-5 -- 8 OF 38 -- EROSION CONTROL PLAN ® LD03-016GR z -$00-227-2600 APPROVAL OR DURING CONSTRUCTION, THE PRIVATE (909)676-8042 (858) 560-1713 MURRIETA, CA 92563 DATE FLOWN: SEPTEMBER 30, 1999 SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. o ENG I NEER SHALL BE RESPONIS I BLE FOR DETERMINING (909) 677-9514 0 LD02- 142GRAN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. ADJ. DATE 9--13-82 ELEV. = 1230.562' LDO 1 1 0 0 TWO WORKING DAYS BEFORE YOU DIG DATE BY REVISIONS DATE ACC'D SCALE RtJFESSI� DESIGNED BY DRAWN BY CHECKED BY Drawing No. �� RECOMMENDED BY: DATE: CITY OF TEMECULALO PLANNING ■ oEeI©w ■ CONSTRUCTION 9/15/02 RBF 1 REVISED TOT LOT GRADING k p o• TAIVN�. JT JT/AJ MT DEPARTMENT OF PUBLIC WORKS o ADDED AREA DRAINS - REV I SED HORIZONTAL ,� �, Plans Prepared Under The Supervision Of 1 0 = P YIrl: v DATE: 4 �S o� CONSTRUCTION PLANS FOR GE= 1 QUANTITIESAs '0 'a O ACCEPTED BY: DIRECTOR OF PUBLIC WORKS CRO WNE HILL PARK SITE PA' i 27555 YNtEz ROAD 9uITE 400 /12/03 RBF REV I SED 2: 1 SLOPE TO 4: 1 AS SHOWN � -� �� LO Date: ' 3 CAUFOFHA 92991-4679 REMOVED CUT/FILL LIME, REVISED SIDEWALK VERTICAL ,r JOHN D. TANNER RONALD J. PARKS L 0 T 104 TRACT NO. 23143 Q CONSULTING 9o®.�.eo42 * FAX 909.676.7240 • www.RBF.c«n GRADES AND DRAINAGE REVISIONS lit �1 r 1� s o 132 s/30/04 �,�,r :��� PRECISE GRADING PLAN' N/A F pF Co" R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 �..,,r„ TITLE SHEET SHEET 4 oF3$ CONSTRUCTION NOTES Tw _ _ _ - - ----- 1�. __ � r � � --�fp----- ... ... _-... ...._... _....,,/-.... _ __....f .. y( _... y,. ._. _.._ ._.� --mss-., • w _... ..... .... .... ...� .... ...._._ __.....-. .___.__...-....._. PARKING _.. SAWCUT 2' A.C. PAVING k FEATHER 45+06.25 PAUBA RD. TO SMOOTH TRANSITION -. EXfSY _ _ _ @�1282VIA DEL , EXISTING CURB k GUTTERd 00.00 Z REMOVE E _: _ _. .. -- -_ _ EXISTING-ST I I�iG X � � MONTE . Q r , _... 20 FL ,� EX I SiT I NG ...._ ... --- DRIVEWAY - ~ DR VE k DISPOSE OF PROPERLY �., WIDE CONCRETE DRIVEWAY - 3 CONSTRUCT 24 PER C.O.T. STD 2 _. _. _. ,. - F 4 � f RAID PER (4) CONSTRUCT AC HADD I CAP ACCESS EXIST. E.P. y w a: EXIST r SHEET T G 4 St�DIVISION DETAIL ONS } � ._ 40 e k- Q _ EDGE OF PAVEINT1 + � , �1�.� r __ ` � BOUI�ARY - --- .f CONSTRUCT 6" CURB TYPE D-6 - ,4. 3 _... PER C.O.T. STD. 204A _ &--04036'31" - _ . _ _ -. _ - _ ... �_ _ - F �..., �, � , u� T, + -- w - R=12000 00 EXIST. 18 _.. ._ .-�. ..__. � ,_ � . - + -.._ �.. -__ __L.� __..� _._. ._ � _.._ -.. ._ - _._ � � � EXIST. , EXISTINb LANE 3 41 99.E 42+ 1 .32 EXIST. 300STORM DRAIN aB CONSTRUCT 6" CURB k GUTTER, TYPE A-6 �x STRIPINGP'AUBAROAD q 24 D WAY ; STORM DRAIN c CIuLkC WATER LIQ PER C.O.T. STD. 200 �:- 'I+87.41 ATCH EXIST. PER A.D. 159 PER A.D. 159 PER A , D , 159 CURB GUTTER» A.B. MATCH EXIST. 0 90.01 TC - V. I .F. EXIST. EXIST. 10 Q6 INSTALL 3 A.C.A.C. OVER 8 CL. •�► w CURB k GUTTER :II/DT* ( t c� �,dj �,�� A.C. BERM F.H. AS Y �R ��/ C�`� �j �, N � � C, � g4 OR AS REQU I RED BY SOILS ENGINEER •� o, R (90.85 TC - V. I .F. ) Z ,��, d1 EXIST. 10 ` EXIST. s EXIST. ` a'I - s s CONSTRUCT 1 WIDE P.C.C. STEP •�� y C •8) F.H. ASSY CURB k GUTTER BASIN CATCH B N » 8 PAINT 4 SOLID WHITE PARKING STRIPE to 4 1 L ALK k PAINT 4" SOLID YELLOW (2" O.C. ) 24' 6 SIDEWALK PER �_. 164.54' s q cD -- TREETL I GHT PLAN FOR TR 23143 SIDEW Vol REMOVE k DISPOSE OF PROPERLY F- b 91 . C A=02007' 8" L=445.99' ` g15• g RAW �`' ERAS RDAhi ^' C - FE �� �'' R1W AR o �' �r• 10 PROTECT IN PLACE -' -- F`' •F�' o TRAIL PER 1 .6 TC 16 2 M I N c.� `�� Ste! `� A � 15 15 11 TO BE RELOCATED - TR 23143 _...._ .-.�..m mi-dmw a -� _ .. .,�ml @CONSTRUCT 4' R I BBW GUTTER PER _ 6 TC 2 0 �n '�_ .4' t 91 7 N ° 0 \ � -. C.O.T. STD. 210 211 , 212 - ^, 6 �` ae 'nS' ` 21 / " 12 r . , �, 't 90.98 T - 30 S.D. \ Z 15 INSTALL 2" X 4" REDWOOD HEADER \ 1 ao I-EADWALL 95 1 6 CF-GB .o A.D. 159 REV. 15 o �' 12 18" S.D. TORM DRAIN NAT o c� z 4 ,� s ,•, HEADWALL PER �f �► n z » gyp• t1�, 5 �'��,c'� v N �p. �c, 24 2: A.D. 159, BEV.2lit C INSTALL 12 BROOKS TYPE CATCH BASIN "ti I '� 90.26 TC o, 1275 NO. 1212 OR EQUIVALENT 6 12 ^ �o .,y 20 89.76 TG crj �� z - 2 , N rC N o o r 11 N - 81• (g SPACES) 87.75 I.E. FS ° n I 2 .5 '�'40k4 21 INSTALL 8" ADS N-12 STORM DRAIN, OR EQUIVALENT I VALENT '� 5 ► v7 rn _ 1 24 j Z ~` / 5 " to i •• 88 45 5 ,. INSTALL 6 ADS N-12 STORM DRAIN, OR EQUIVALENT LA a Cn 6 a, / 18' 8 L.S. _ . � ��s 1 4" ADS N-12 STORM DRAIN OR EQUIVALENT I VALENT - �' �' (2 SP ) 4 9. 5 12 8 14 AREA � � INSTALL - / 7 22 INSTALL ADS N-12 FLARED END SECTION, OR EQUIVALENT � I / ,� � 8 5 8 7 ao (TYP. � �• 3 7 � .: \ 22 N 24 ' • N. ° 9 '�°' •.• C 4� 10 12 � 13 �� LLQ N � 'n � c " - s 23 INSTALL 4 N.D.S. ROUND GRATE OR EQUIV. 7 8 �• 5 _ ., -d -� N ° S " » 1 24 INSTALL 2.0 HIGH x 20 THICK FACING R I PRAP (D50=100) �'' / 7 9 CTF ° '�G' 90.9 ~ - Y 9- OVER OVER 6 THICK CL. 2 A.B. OVER M I RAF 170OX FILTER 92 0, N ° 4 `o Amp �� 89• �� L d , , - - �s Q BLANKET OR EQUIVALENT at� a L-S. o �$ 9p d 0 2.3z _ 9 -is 9�• 1 . 92.0 0 FS ° I+�� a ".Y, ,. \% L.S. ,� ! R PR VAT i SANITARY S FS_ T \ ... ° MAX 2.0% °' or• REA _"� r �� ` • 177 - -� .� G-4 Q 2� PROPOSED cn co ° �J T Gn TOT L T ,4 a ` t�� Q INSTALL PRIVATE 6 PVC ASTM D3034, SOR 35 SEWER PER EMIID S®- B. d �,� `� • PER --ARCH PLANS .� p�' ° % .......... RESTROOM •,� 85. 1 .E ` E ST 31 INSTALL 4" CLEANOUT PER SB-52 B - / PER g ° y,�as J' �. ° (15 MIN. DEPRESSION) ,oma'` ° \ T E + U 4' '3 5 ARCHIT. `� ��►�Sb ° 1 . 15 F �►, ° 11 N N7 1% 9 13.62 LF N 3.9x PLANS9�• 2 -( '�` 0�° �' �s gg.g5 T -LP / ` 4 \\ VARIES VARIES FS_ 4.4 FS �t �l-• . GB _ /�o , . a \ CURVE LINE DATA 31 i s5.47RI1ulE t 92.0 • 9 90 1.5 o , V� ,, ►' DELTA BRG RADIUS LENGTH REMARK I �S C •46 �9• FsI 6�' p' ° �FS ° ° / w S / / i• 1 \ \ 1 N 13 10 41 W 26.00 2 x 4 REDWOOD HEADER I 'S d 181D 1 .46 FS B d ,, ® �• 78.2 TG MI s 1 0' -- fi.00 6 CURB ONLY SEE SHEET A-!� FOR` / �~ T 9 / 2 N 13 10 41 W at 0 F `o OT ° ° N 1 \ / N DG. SEWER CONNEC. - I 94. � / TOT L 21 BOT ° � 9 90.75 � 5.01 I .�E. �. '`' �► g 3 85 00 00 10.00 14.84 rn L -- �- PER �` L.S. 30 �`° - M4'53'26"N 4 1� �,� �` 4 N71 49 19 E -- 13fi.84 86.0 I .E. , 91 .9 FS ��°� ARCH I T. `r �, AREA / / a T^�• 5 _ N I I 4 -d s PLANS -� e / 65 0 3.OX ° ti' 7g 4 \ b --- / . 5 N 18 10 41 W -- 24.00 _ / °�� �"' 15" MIN. DEPf�Eg`SION� ° 90 5 R M / ° FS 1.�p ,, \ \ I g 6 N71 49 19 E 5.00 `v . 12 I .17-,@.31 �S •9 LANDSCAPE T . . 7 a=- 90000,00 3.00 4.71 _ 9 j' LID SES L APE PLANS 1 ,� • \ \ \ - - / h • ,, Y ,� v, a . 1 .4fi FS �_ / ° OR THIS ARBA ° • T G� \ \ ^, it N 8 N 18 10 41 W - 15.00 �' » `�lt`' .�. o, 89. 1 TG-LP ° ° / p• -4/c 9 N71 49 19 E -- 71 .00 1 1 °' ,' at 85.25 I .E. 1 41 W -- 14.00 30 3.40 LF 3.9� 92. 4 �_ 'ti �-' '� 1 8S o 10 N 18 0 "' 9 j F ° .,� � ° O -v► / •�.5 �g•5 •4 3 ra.. 11 180 00 00 400 12 57 FG+ 6 ° /� +�, 1 r , ' ti. ` ,n _- •� ° � � •� . , 12 N 18 10 41 W 14.00 - ,A i -r, at 56• ,� / `� \ N 13 N71 49 19 E 81 .00' l - d w W •� / I 1 ° 4 38 W A ,I g 14 N 18 10 41 W 18.00 6 CURB k GUTTER :L ` ry .-y �\�` / ° ° 40 0 3.0% o _ 1 L . a ,,� at I p\ o 15 N 13 10 41 W -- 37. 15 - :fi s N ° '� • 4 �'� / 1 ?8.0 16 N 13 10 41 W -- 26.00 2 x 4 REDWOOD I-EADER ` , + 'o °_ �� / �� I \ ° v � ° %FG 1 ?' \� � 1289.00 RIM �' -- 1 ° ° Thr 31 s 3�• „. ° �, F•' � � � � ° � � to 1282.61 I .Ill r S \ ° 7 78.8 - • F R ARCHIT LANS _ / 1 1 CENTERLINE DATA - f \ . �� -- --- °` AREAUj - O�DITCH d 4 22 11 DELTA BRG RADIUS LENGTH REMARK PER 23143 / \ ,. F / - o -- 111 .00 CHANNEL C.L. / / 1 N77 22 37 E R R.G G. PLANS \ �' 77. 15 T � " �' y 78• =EX I 9 ;, x RIPRAP \ /�'�t k 2 79 54 41 37.50 52.30 �. PER TR 23143 p�M / ,�,• / \ 74.61 I .E.Pill1 '� / 7g _ FE 3 N22 42'42"W -- 91 .76 N15*13'21"E j R.G. PLANS �' / s // \Illjliiillll ° 92 23 a �1 R ,y l o 72.05 fi. 4 06 51 08 602.50 3.40 LF N 3.9 / .. ...-.,. / \ . • 3� 1 o.. y.- 5 N29 33 50 W -- 61 .74 1 / �' f o I=. \ / v` rr \ �� �` a e ° •fig ST. _ �" .r E NOTE: .. � � _ I 'I SEE ARCHITECTURAL PLANS {..�;' C:p 24 I 8 00 FOR HARDSCAPE AND I 4 H.C. PARKING DETAILS idr-.BE GRADS - . � I � � PROP�DSED 'S I DE�ALI� PE�t � C EXIST. SHEET G-4 FOR SECTIONS PER TR 23143 ° �Q- ARCHITECTURAL PLANS 9 SEE ROUGH GRAD I NG 1 _ _ 0 T104 .` TREE \ ` Cn A-A, B-B �c E-E. N ---- .75 TG \ . 1 \ ARIE -__ SM G-4 \ ► Uj 20 0 20 40 60 r. --, '` r \ ♦ / 1 •r 1 Allil C � ... F 1 GRAPHIC SCALE 1285 1 T F \ 91 RIS 0 �r - \ 311279.75 I .E. .0 r f \ f _ v .o � 74 Service Alert ` EXIST. BLUEL I NE STREAK Se 1 Underground - _ .� � \ ` � . I i TO BE RELOCATED / Al E ST T. N SEE LANDSCAPE PL g CALL TOLL FREE / FOR THIS AREA 2 / Uj 1-800-227-2600 1 . �, / c� - LD03-016GR LD02- 142GR LD01 - 104GR Z TWO WORKING DAYS BEFORE YOU DIG DATE BY REVISIONS DATE ACC'D ILSs DESIGNED BY DRAWN BY CHECKED BY ,,� CITY OF TEMEC ULA Drawing "°• 3.1 SCALE � Q�4 f0��! JT JT/AJ MT RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS ,� r��►trr��wo ■ DESIGN ■ CONSTRUCTION /15/02 RBF �REVISED TOT LOT GRADING kIL �, T ANN ADDED AREA DRAINS HORIZONTAL ,��� �• F� `^� Plans Prepared Under The Supervision Of CONSTRUCTION PLANS FOR `~ o �, ACCEPTED BY: DATE• _ �S o3 0 /12/03 RBF REV I SED 2: 1 SLOPE TO 4: 1 0 G � 2 LO -:wAS SHOWN w No.60132 Date: �� 3 DEPUTY DIRECTOR OF PUBLIC WORKS CRO wNE �"�/LL PARKSITE '�4' 77ss6�ROAD, SUrM 400 REMOVED CUT/FILL LIPS, REVISED SIDEWALK EV. 6/30/04 H N . TANNER RONALD J. PARKS L O T 104 TRA C T NO. 23143 CALIFORNIA 92� m GRADES AND DRAINAGE REVISIONS VERTICAL sl 1 t ,�ti� O D :-:__:____ w PRECISE GRADING PLAN C(3N S U LT I N G 9M.6M.>�J042 FAX 909.676.7240 www.RBF.com A orf or A`��C�� R.C. No. fi0132 Expires 6/30/04 R.C.E. No. 19744 Expires 9-30--05 ''� SHEET 5 OF38 1 I I I I At rw .. �HG�2 MATCHLI *mom" mmmmm" •� 6044 r� 1 i / 6 w 73 8 S P 29n 1 • N \ SEWER WATER -� 15 13-21-*E:/ I MPRo PLANS I 4 / 73.40 F 3.9X G i • .l i 1 r N74.41 "E �► 1 42 I EXISTING BLUELIIt STEAM 8 3 I 6.57 LF M 1.0924 TO BE RE-LOCATED AND r o SEE LANDSCAPE PLANS n �, cy IST � � �' RE-ESTABLISHED SI•�D � • / 1282.d0 I M. , , , `�' 9 FENCE 32 FOR TH I S AREA -� 1> " CAT 1 / - �o ��,.• f � a cI+ �►P 2 / PROP. S I DEWALK 4 A I n `�o N PER ARCH TECTURA e 1 72 04 � � `•,,.. PLANS .W, -..,-� `� o N � ' FS 1 `� A!N 3x43 ST S 72.7 • 2 IE ' FS 71 N69 44`29mE i 7LON LOT 1041 11 7.4 IE 1 .2% / r I - f l ' r \ e' • . w • . w a \� \� z N 05 E 1 N53 01 1 o S �,� r \ `.•- I �P �9 S DErMALK 49.6'0 1 .0% 61 .5 0 1 .1 X c� , / >, 6' - I k A �R A I TECTURAL ,�' ) s 7 TG rv5 s• 7 IE I o ' ! � \ � J �� 8" ADS X'IIVG 18" RCP d f v _ ,__ -•� w w65.16 TOP 18 RCP 12 �✓ IES __-... . . ,_. ..... __. _. .-.. _ 126fi.35 BOT T. 8"ADS TO BE GRADED 1'ER •. � '� \ - -�. _ TR 23143 ROUGH 4 7 � GRADING PLANS �►•! T p-t13@29.03'0 4. w 70.91 F o p. 24 _ �_ �'� N 21 29.03'0 2.27% 70. 15 TG .; 0 6 cv 12s5 r - 16 N 5t. 0 _ • �� �� . _ _-- IES 4 \ � � •� l� N _ NOO 40 1 _ 71 . 21 I .50X - F : 8 83028 1 .21 TG - _ , a 13 66.86I.E. �► _ 42 26fNOTE \ yl+w n 3. o ,. r �� � � •� $ � �•� CHANNEL TO B� f�A I NTA I NED B'� T.'C•5.O• • � . ._.. P OPQSED _` WITHIN LOT 104 CHANNEL AREA OUTSIDE OF LOT 104 • - TO BEMAINTAINED BY H.O.A. I .H 9 ;_.. �D y � _ , 1 . " 13 • • 14 _ 4 AINO - _ `� . r F •, _............... . i. - I " v 1 1 N 10 / 1 A" 5 • l - o6 03 LO _ _ q 1 , . R 3�A3 �• S i / 4 _ r l r / j Q r ... - 04 W _ f c I , r" • ,r � r , F ' r I i I i i I; P N /L '• LLA` CENTERLINE DATA - , ' /RIPRAO Tb Fit PLACItD ICERx t �� RADIUS LENGTH REMARK VARIES BY ENVIRONMENTAL CONSULTANT � \ DELTA BRG 3 OF TOP SOIL, OR AS RE IRED 2.5� 2 BENCH 5 N29 33150"W -- 14.75 CHANNEL C.L. TR 23143 1 TTM 26941 TO ALLOW FOR MITIGATION PLANTING k RE-ESTABL I SHIM VIA DEL MONTE G1�ti l 6 89 39 54 100.00 156.49 RIGHT OF WAY `• c 7 N60 06 04 E 22.66 VARIES VARIES VAR 8 1 ' VARIES 8 20045' 15" 120.00 43.47 .� �� 2•VAR VAR I ES 5.0 VARIES VAR. __ 2. _ 9 N39 20 48 E 4.95 - - 2.5' 2.5 Y .... NOTES E GROUND FINISHED VARIES _ CONSTRUCTIOH ---- EX-Tt ING ,. VArr � �� ,` - !1 � 13 CONSTRUCT TYPE "A" DRAINAGE DITCH PER C.O.T. STD. 304 POSED w w V i l r 1 ` T TYPE A .. �(� COURT ,� 14 CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET G-4 BROW DITCH CURB GUTTER `` w `J 21 INSTALL 8w ADS N-12 STORM DRAIN, OR EQUIVALENT o ® . �1i D50 - 10" R 1 PRAP % /' �. PROP. SIDEWALK !, ® 1B INSTALL 4" ADS N-12 STORM DRAIN, OR EQUIVALENT - EX I ST. GROUND PROP. SIDEWALK PER ARCH I T. PLANS 6" THICK CL. 2 - - » - PER ARCH I T. PLANS IL R A AL F,, 3 INSTALL 4 N.D.S. ROUND GRATE OR EQU I V. � 2.0 o PLACE FILTER FABRIC (NEEDLE ~` o ® 38 INSTALL N.D.S. TYPE 1215 SQUARE GRATED INTLET, OR EQUIVALENT � !! !! N I o I I INLW-M, NON-WOVEN) AT R I PRA ,i w SECTION - C C CONTACT WITH ALL SURFACE. ©4 INSTALL 2.0' HIGH x 20" THICK FACING R I PRAP (D50=10") 3F • AN FABRIC SHALL BE M I RAF 170OX ,4; OVER 6 TH I CK CL. 2 A.B. OVER M I RAF I 70OX F I LTER NOT TO SCALE P OR EQUIVALENT BLANKET OR EQUIVALENT a EXIST. GROUND PROPO AN L QS INSTALL 10' x 10 x 1 .0 RO THICK GUTED No. 2 RIP RAP SCOT I � �_G' OVER 10" THICK CL. 2 A.B. OVER 70OX MIRAFI FILTER Underground Service Alert L I V ' , BLANKET OR EQUIVALENT NOT TO SCALE NOTE: ® ,JUNCTION STRUCTURE No.4 PER RCFCD STD. JS 229. ¢� » „ SEE ARCHITECTURAL PLANS Q ON—— -" FOR HARDSCAPE DETAILSSAN I T RY SEWER �VATECT CALL TOLL FREE NOT TO SCALE 20 0 20 40 60• Q INSTALL PRIVATE 6" PVC ASTM D 3034, SDR 35 SEWER W A- � -800-227-2600 PER EMWD STD. SS-177 » LD03-016GR ® Of 1�. 32 CONSTRUCT 48 I .D. MANHOLE PER EMWD STD. SB-53 GRAPHIC SCALELD01 - 104GR Q TWO WORKING DAYS BEFORE YOU DIG ACC'D DESIGNED BY DRAWN BY CHECKED BY f DATE BY REVISIONS DATE SCALE pFESSIO RECOMMENDED BY: DATE: CITY OF TEMEC ULA Drawing No. rLANNIND ■ DEl31DN ■ CONl3TRUCTION 2/12/03. RBF REVISED 2: 1 SLOPE TO 4: 1 p �� �'�! JT JT/AJ MT E DEPARTMENT OF PUBLIC WORKS 0 REMOVED CUT FILL LIPS, REVISED SIDEWALK HORIZONTAL ,� �- I ANNF� �1, Plans Prepared Under The Supervision Of N REVISIONS �� = ACCEPTED BY: DATE: ¢ /S o CONSTRUCTION PLANS FOR a GRADES AND DRAINAGE d DEPUTY DIRECTOR OF PUBLIC WORKS CRU WNE HILL - PA RK SI TE "A' LO 27566 ��,SUrTE 400 AS SHOWN ce-W No.60132 - Date: i �CULA,CALFOF"A 92591-4679 EV• 6/30/04 '� D. TANNER RONALD J. PARKS L 0 T 104 TRACT NO. 23143 F_ C a N S U LT 1 N G 909.979.SM w FAX 99.676.7240 • www.RBF.com VE R TI C A L tel' C 1 w 1 �,��� ,�.-... .._: PRECISE GRA DING PLAN 0 N A lF 4F C a I- R.C.E. No. 60132 Expires 6/30/04 R.C.E. No. 19744 Expires 9-30-05 SHEET Ej OF38 i TRACf 12129 - EROS,I ON CONTROL NOTES:- 10 1 • EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING �' THE RAINY SEASON, FROM OCTOBER 15TH TO APRI L 15TH. APPROVED • g PLANS ARE REQUIRED FOR ALL ROUGH GRADING LI / w ',his IIIII _ a . r --- 2. IN CASE OF Y, CALL MARY RA AT COMMUNITIES ST o AT 1 279 6555 3. THE r•, i F fQ I. y . . DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK ANDINSURE T WORK IS IN ACCORDANCE WITH THE APPROVED PLANS F , 39 / .. ;. _ 40 ,._ REQU I RED) . — 42 44 or M16--mmm-4 SEX I ST. 30"S•D. � 4. EQUIPMENT AND WORKERS FOR Y WORK SHALL BE MADE AVAILABLE AT 4PA&� PAUBA READ 2 B GS � 2 BAGS � PER A.D. 159EXIST. 18 S.D. ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE H GH ��PER A.D. 159 AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO PER A.D. 159 17 HI H 16 17 HIGH R W FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS 40 0 40 80 120 IMMINENT. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE _ _ � _ — -- -----• -...��r.�. .,._.�.,.�`-..._�. ...r��,_.�._�.....� •' GRAPHIC SCALE CITY ENGINEER AND/OR DEPARTMENT OF PUBLIC WORKS. • r 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END IA }. �- `' - 1 HIGH OF EACH WORKING DAY WHEN THE 5-DAY RAIN PROBABILITY FORECAST EXCEEDS PROPOSED ---• —" - , . 40%. PROP . PARKING LOT s _ D -- Z' 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, AND DESILTING BASINS, ETC. d y I BAG r 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE 17 .. __. . BAG , • 1 IGH - IG , EGEND* FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. • 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY • ~ STABILIZED CONSTRUCTION ENTRANCE Z t PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED ' m WATER CREATES A HAZARDOUS CONDITION y - • - GRAVEL BAGS 2 BAGS . ._` IGH rn 10. DES I LT I NG BAS I NS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING ";0 AREAS ARE COMPLETE PER ROUGH GRADING PLAN. HYDROSEED ALL SLOPES AS INDICATED •_. h: , � Gi 11 . THE CITY ENGINEER AND/OR DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT P l r r 1 • TO MAKE CHANGES OR MODIFICATIONS TO THIS PLAN AS DEEMS MOD D NECESSARY. d 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER _. 4 F• - I NFORMAT I ON I S SUBJECT TO CHANGE. - •� - � . •:� � BAGS HIGH f 13 IS RE jet 1 SAGS :• ,• a • `j - � O TRUCT I 0 NOTE - TEMPORARY EROSION PROTECTION QU I RED FOR MANUFACTURED SLOPES �' �C • HIGH • PRIOR TO PERMANENT PLANTING. 1 1 fi CONSTRUCT STABILIZED CONSTRUCTION 14. AREAS SHALL BE MAINTAINED I NED I N SUCH A STATE THAT FIRE ACCESS SHALL BE n ENTRANCE PER DETAIL ON SHEET - -. TG4. 2 BAG - MAINTAINED AT ALL TIMES ( INCLUDING ACCESS TO NEI / .;, GHBOR I NG PROPERTIES). - QVELOCITY REDUCERS 15 TING INSTALL GRAVELBAG VELOC NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING eco / � �t 1 � • - � PER DETAIL ON SHEET G-4. STORM DRAIN INLETS SHALL OCCUR DURING TFE RAINING SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED a' 2 BAGS � AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, ....' .. `� LOT 104 STORM DRAIN OR NATURAL WATER COURSE. 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS I N SUCH A MANNER THAT BAGS $ � F,_ _ ,� � � �� � A IGH k.7 HIGHS STORM RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO w ^ • THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF N - SEE LANDSCAPE PLANTING PLAN SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. _ FOR PROPOSED SLOPE PLANTING 17• CONFORMANCE WITH THE REQUIREMENTS OF THESE PLANS SHALL IN NO WAY � ' � RELIEVE TI-E DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND � • �, 2AGS � N g ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CONSIST OF, a HIGH BUT NOT BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH 79 _ \ MEASURES AS ARE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD GE TO PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE AND EROSION DAMA ;• CONSTRUCTION OF THIS PROJECT. $ 1•r— I ^ 18. T to � SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE TREATED FOR EROSION ` CONTROL PRIOR TO OCTOBER 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST - SHALL BE TREATED FOR EROSION CONTROL AS THE CONSTRUCTION OF SLOPE o H 72PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. 2 BAGS 19. FILL AREAS WHILE BEING BROUGHT UF' TO GRA A N ,► I 4 1 HIGH DE AND DURING PERIODS OF y fwY COMPLETION PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS g i 3 i g MEASURES TO ELIMINATE EROSION AND THE SILTATION OF DOWNSTREAM I FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT N BAGS SHALL NOT BE LIMITED TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM 2 BAGS„ 1 HIGH ti OF P I PES OR PAVED D I TCFES WITH PROTECTED OUTFALL AREAS; GRADED BERMS c.n .. R �• HIGH P'RE`P - � �`. � ._: ` FILL SLOPES BY SURFACE RUNOFF; � . AREAS TO ELIMINATE EROSION OF 1 TOE x OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS . , 2 AGS - y AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH 1 HIGH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE ' BAGS , OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE HIGH ` R FILL AREAS WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. 20. TOP OF CUT BROW DITCHES, WERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED E PRIOR TO EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. �, �-�-.` �` 17 HIB Hrl / 0 21 . CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE \ - RZPR1 �� •I IMMEDIATE GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO o PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND HE WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF T 0 9-41 uND Pp RAINY SEASON. THESE MEASURE MAY INCLUDE BUT SHALL NOT BE L I M I TED TO: W / Rl A3 f' OF GRADED DITCHES; BRUSH BARR I ERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. 45-%)' AGO ,f - - 22 RELIEVE •• - � THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT REL 3 i _.. ............. n ...... k, ' ON UPON RE T ; : , ,,.. OR AND to Underground Service Alert �, QuEs , THE REQUIRED 0 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC LO _ r WORKS FOR APPROVAL. 23. ALL GRADED SLOPE AREAS 5 OR MORE IN HEIGHT SHALL BE HYDROSEEDIED UNLESS I SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. Q CALL TOLL FREE n a 1-800-227-2a0o LDO.3-016GR ,. '':% w 40� LD02- 142GR1 TWO WORKING DAYS BEFORE YOU DIG LDO 1 — 104GR Q DATE BY REVISIONS DATE ACC'DDESIGNED BY DRAWN BY CHECKED BY SCALEQR°�E$Sj� '�! JT T RECOMMENDED BY: DATE: �� CITY QF TEMECULA Drawing No. 3 PLANNIN© ■ DESIGN ■ CONaTRUCTION /15/02 RBF 1 REVISED TOT LOT AREA p J /AJ MT 2/12/03 RBF REVISED 2: 1 SLOPE TO 4: 1 HORIZONTAL ��� TANNF. `y Plans Pr Under The Supervision OfDEPARTMENT OF PUBLIC WORKS r LO ,� 4-11,1511X21.; LO CONSTRUCTION PLANS FOR REk0VED CUT/FILL LINE, REVISED SIDEWALK `� � ACCEPTED BY: DATE: 77565 WEZ ROAD, &ME 400 GRADES AND DRAINAGE REVISIONS AS SHOWN for- No.60132 Date: 4 �� DEPUTY DIRECTOR OF PUBLIC WORKS CROWNE HILL - PARK SITE "A G = 5 LO CAUFORNIA 92991-4679 • 6/30/Q4 ! H N D. TANNER RONALD ALD J. PARKS LOT �O4 TRACT NO. 23143 Q CONSULTING 909.d•76_SM ■ FAX 909.676.7240 • www.RW.com VERTICAL Jr C j�1�- � =' < "- - PRECISE GRAD/NG PLAN C6 N/A 'lF pF ��\E R.C.E. No. fi0132 Expires 6/30/04 R.C.E. No. 19744 Expires 9-30-05 f�� _ a Jim EROS/ON CONTROL PLAN SHEET 8 of 38 2/12/03 RBF