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HomeMy WebLinkAboutParcel Map 29431 Lot B Precise GradingGENEnL NOTES m I. ALL KRY SHALL CONFORM TO THE REQUIREAYENT3 OF THE CURRENT ED177ON OF THE IMPROVEMENT STANDARD DRAWINGS AND SUBSEOUENT AMENDMENTS 2 APPROVAL OF THESE PLANS BY THE CITY OR IT.5 AGENTS DOES NOT REIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE PESPONSIBIITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUC770N J. ANY CONSTRUCTON 0IANCE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REWEW AND APPROVAL PRIOR TO IMPLE;MENNNG THE CHANGE IN THE FIELD 4 THE PERMITTEF MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY MW N7HIN A PUBIC RIGHT --OF WAY 5 A PERMIREE SHALL SCHEDULE A PRE-CONSlh'UC77011 MEETING TWO (2) I( DAYS PRIOR TO BEGINNING CONSTRUC770N 6 CITY ORDINANCE 94-25 STA7ES THAT NO PERSON SHALL ENGAGE LN OR CONDUCT CONSIRU07701V AC77WTY, WHEN 7HE CONSRUCNON 577E IS WTHIN ONE-QUARIDT (114) OF A MILE OF AN OCCUPIED RESIDENCE 8F7WEEN THE HOURS OF 6:30 P.M. AND 6.30 AM, MONDAY THROUGH FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACNOTY BETWEEN THE HOURS OF 700 AM AND 6.30 PM, ON SA7URDAY. FURTHER NO COIVSTRUC7701V ACNVITY SHALL BE UNDERTAKEN ON SUNDAY AND NA7TONALL Y RECOGNIZED HOLIDAYS. 7. 7HE ISSUANCE OF A PERMIT BY 77JE C17Y DOES NOT IMPL Y OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULANNG THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULA71ONS THE PERMTTEE IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY 97E D157URBANC£ ttR GRADING 8. EMER/'TNCY TELEPHONE NUMBERS (ANSWERING MACHINE IS NOT ACCEPTABLE) (RESPONSIBLE PERSONADEVFLOPER) (COMPANY) i24 HR PHONE NUMBER) (RESPONSIBLE PERSONICONTRACTOR) (COMPANY) (24 HR PHONE NUMBER) 9 THE PERY177Y SHALL ABIDE BY THE REQUIREMENTS OUTZINED IN THE EROSION AND SEDIMENT CONTROL N07ES THROUGHOUT THE DURATION OF IRE PR01CT, INCLUDING THE STATE NPDES PERMIT FOR C0NS7RUC770N ACRWIF5 IF APPLICABLE. 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR C'L£AR1NG OF THE PROPOSED WORK AREA, AND RELOCATION COSTS OF ALL EXIS17NG URINES It 0007RUC776N FENCING° A SIX FOOT (6) CHAIN LINK FENCE IS REQUIRED ON All INDUSTRIAL AND COMMERCIAL PROJECTS UNNL ROOF SYSTEMS ARE COMPLETED OR AS DEEMED NECESSARY FOR PUBIC SAfF7Y. Li MAINTENANCE FOR CONSTRUCTON FENCING UNTIL ROOF SYSTEMS ARE COMPLETED IS THE S01E REVONSIBIITY OF THE DEVELOPER/CONTRACTOR. 12 IT SHALL BE THE RESPONSIBILITY OF 7NE CONTRACTOR TO NOTIFY NE ENGINEER OF RECORD AND TO INSTALL STREET CENTERINE MONUMENTS AS REQUIRED BY RIVERSIDF COUNTY ORDINANCE NO. 491 (TRACT AND PARCEL MAPS OR Y). 13. DUST StAl1 BF CONTROLLED TO COMPL Y W?7H SOUTH COAST AIR OUAITY MANAGEMENT DISTRICTS (SCAOMD) RULE 40J INCLUDING ME7HODS APPROVED 8Y THE C°TY ENGINEER 14. A RESPONSE TO A REQUEST FOR OCCUPANCY SHALL BE PROVIDED NO LESS THAN THREE (3) BUSYNESS DAYS FOR THE RECEIPT OF THE OCCUPANCY RELEASE FORM 15 FOR ALL OTHER SPECIFIC REQUIREMENTS ON PAVING; GRADING OR EROSION AND SEDIMENT CONTROL NOTES PLEASE SEE SEPARATE NOTES 16 PROVIDE SURVEY CUTS SHEETS TO THE CITY ENGINEER OR HISIHER REPRESENTAhi UPON REQUEST a= Mufvmul- NO 6088INGICLEARING OF THE 517E SHALL OCCUR PRIOR TO SCHEDULING THE PRE -GRADING MEETING WITH PUBLIC WORKS. AI. P,?Gat`Jf , 77 L'ONTAINING SVIT481f HA8ITAT FOR BURROWING OWLS WHETHER OKS WERE FOUND OR NOT; REQURRE A 30-DAY PREGONSi„'`Y!770N SURVEY THAT SHALL BE 00IJDUC7ED WTHIN 30 DAYS PRIOR TO GROUND D1571IRSANCE TO AVOID DIRECT TAKE OF BURROWING OWLS. IF THE RESUL IS OF THE SURVEY INDICATE THAT NO i URROWING OWLS ARE PRESENT ON-517E THEN 7HE PROJECT MAY MOW FORWARD WTH GRADING, UPON PLANNING DEPARTMENT APPROVAL, IF BURROWING OWLS ARE FOUND TO 8E PRESENT OR NES17NO ON97F DURING PRECON57RUC17ON SURVEY, THEN NIF FOLLOWING RECOMMENDATIONS MUST SF ADHERED TO.- EXCLUSION AND RELOCATION ACTIVITIES MAY NOT OCCUR DURING BREEDING SEASON, WHICH IS DEFINED AS MARCH I THROUGH AUGUST 31, WITH THE FOUONNNG EXCEPI701VS.° FROM MARCH I THROUGH MARCH 15 AND AUGUST 1 THROUGH AUGUST 31 fXClUS10NS AND RELOCATION AORWRES MAY TAKE PLACE IF 1T IS PROVEN TO THE CITY AND APPROPRIATE REGULATORY AGENCIES (IF ANY) THAT EGG LAYING OR CHICK REARING ISNOT TAKING PLACE THIS DEIERMIIVA77ON MUST BE MADE BY A OUALIRED BIOLOGIST: 1, HARIHAR SHIWAKON A REGISTERED C1141 ENGINEER Of' THE STATE OF CALIFORNIA, PRINCIPALL Y DOING BUSINESS 1N THE RED OF APPLIED SOIL MECHANICS, HEREBY VERIFY THAT A SAMPLING AND 57UDY OF THE SOIL CON9171ONS PREVALENT WITHIN THIS SHE WAS MADE BY ME OR UNDER MY DIREC17ON ON NNEYBER lO 2011 ONE COMPJ.ETE COPY OF THE GEOTECHNICAL ENGINEERING INW577GATION PREPARED BY CONVERSE CONSULTANTS ENT77ZE2. 6EOTECHNICAL INVESNGANON REPORT FOR CAMPANULA WAY APARTMENTS' AND DA7ED ON.° NOVEMBER 11, 2OII WAS COMPILED FROM INS 57119Y WITH MY RECOMMENDATONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG11i 7HES£ GRADING PLANS HAVE BEEN REW19D BY ME OR UNDER MY DIREC17ON AND CONFORM TO 7H£ RECOMMENDATONS MADE IN THE GE07ECHNICAL ENGINEERING INVEST7G477ON MENTIONED ABOVE • FESS/p� HARIHAR Sff� IWAK077, R.C.E 76035 �Q��QF SN1ty� if1. w �, Na. G7Li 35 m DATE ^ SCOT MATHIS, CEO, 2307�� ��r� DATE 9EROROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 !: t 1. All GRADING, ERSTON & SEDIMENT CONTROL RELA7ED AC7107i SHALL C0NF6RM TO THE 777ZE 18 OF THE 7£MEOMA MUNICIPAL CODE; AND IF APPLICABLE 77IF STATE WATER RESOURCES CONTROL 80ARD (50RCB) NPDES GENERAL PERMIT FOR CONSTRUCTION AC77077ES 2 All GRADING SHALL BE DONE IN CONFORMANCE N17H RECOMMENDATIONS OF THE PRELIMINARY 50/15 INW590A 7701V BY CONVERSE CONSUL PANTS DATED: NOVEMBER iL 2011. 3. MAXIMUM CUT AND FILL SLOPES SHALL. BE 21 AND SHALL COMPLY WITH RECOMMENDATONS OF THE SOILS REPORT 4. STABILITY CAICULANONS NTH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED 70 THE LAND DEVLOPMENT INSPECTOR BY A REGISTERED CI NL ENGINEER SOILS ENGINEER OR GEOLOGIST FOR GUT AND FILL SLOPES OVER THIRTY fEFT (30) IN YER77CAL HEIGHT 5. PROVIDE; AS APPLICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM fZON5 OR PROWOF GRADED BERMS, AtO`VG 7HE TOP OF ALL GRADED SLOPES OVER 7HREE FEET (3) IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO WADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES 6 ALL PROPERTY CORNERS SHAH BE CLEAR Y DELINEATED IN THE FIELD PRIOR TO A PRE-CONSNRUCAON MEETING AND COMMENCEMENT OF ANY CONSTRU070NIGRADING ACNVITY. 7 EEWING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL LIMES NO 08S7RUC1701V OF FLOOD PLAINS OR IVA771RAL WATER COURSES SHALL BE PERMITTED 8 TEMPORARY DRAINAGE SHALL BE PROVDED UN77L PERMANENT DRAINAGE STRUCTURES ARE INSTAUED. PROTECTIVE MEASURES SHALL BF IMPLEMENTED TO PR07ECT ADJOINING AND DOWNSTREAM PROPERAES FROM SILT DEPOS17701V AND POI&NG WATER DURING GRADING OPERATIONS 9. FILL MA1£RIAL SHALL NOT BE PLACED ON FX1577NG GROUND I NTL THE GROUND HAS BEEN CLEARED OF NEEDS DEBRIS, TOP5011 AND OTHER DELEJFRIOUS MATERIAL. IF SLOPE .R4,TV EXCEEDS 5..° 1 AND l5 GREATER THAN FIVE FEET (5), THE TERRAIN MUST BE KEYED AND BENCHED INTO E17HER BEDROCK OR NAPk SOIL WIN EIGHTY FIVF PERCENT (85%) WATER SA7URA17ON 10 All GRADING SHALL BE DONE UNDER THE SUPERVISION OF A RECIS7ERED CIVIL ENGINEER, SOILS ENGINEER, OR GEOLOGIST hHO SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR 7W0 (2) SETS OF YR177EN CERTIFICATION THAT ALL FILLS OVER ONE FOOT (1) IN DEPTH HAVE 8FEN PROPER Y PLACED R 7HE CONTRACTOR SHALL NOTIFY THE LAND DEVELOPMENT INSPECTON DIVISION (951-308-6395) AT LEAST 48 HOURS IN ADVANCE REQUESTING ROUGH LOT GRADE AND DRAINAGE INSPECTION THIS INSPEC1701V MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 12 PRIOR TO RELEASE OF A 81ALDING PERMIT A REGISTERED C(W1 ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT TO THE LAND DEVELOPMENT INSPECTOR TWO (2) SETS OF WITTEN FINAL PAD ELEVANON CER77FICA7701V TO INCLUDE A STATEMENT THAT THE PAD ELEVA1701V IS IN CONFORMANCE W?TH 7HF APPROVED GRADING PLAN CER17FICANQN SHALL BE TO LINE, GRADE REVA17ON AND IOCANON OF CUT/FttL SLOPES: 13. PRIOR TO RELEASE OF A BUILDING PERMIT, A REGISTERED SOIL516 07ECHNICAL ENGINEER SHALL SUBMIT TO 7HE LAND DEVELOPMENT INSPECTOR TWO (2) SE75 OF WRITTEN FINAL PAD COMPACNON CERT7FIC4776N TO INCLUDE A STATEMENT THAT THE GRADING HAS BEEN DONE IN CONFORMANCE W & THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT: 14. POST GRADING ACM477ES SHALL INCLUDE, BUT NOT BE LIMPED TO,, INSTALLING WHERE APPICABZE GROUNDCOVER, TREES, SHRUBS, OR A COMBINANON THEREOF IN ACCORDANCE WITH THE 7EME01A MUNICIPAL CODE PRIOR TO THE APPROVAL OF FINAL INSPECTION SLOPES OVER FOUR (4) FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACICFLOW PiEWN770N DFV4C£S PER THE UPC PAVMG NOTES- 1, MINIMUM PARKING LOT GRADE SHALL BE ONE PERCENT (I.OX). 2 MINIMUM 4DE FOR CONCRETE SURFACE DRAINAGE FACILITY SHALL 8E- A HALF PERCENT (05Z). J. ALL PAVEMENT STRUCTURAL SECNONS SHOW1 ON PLANS ARE 7£N7AT74E ADO77ONAl SOY TESTS SHALL 8E TAKEN AFIfR ROUGH GRADING TO 0E7FRMINE THE EXACT PA VEMENT STRUCTURAL SEC71ON REOU/REMENTS USE STANDARD NO 401 IF EXPANSIVE SOILS ARE ENCOUN7ERED 4 ARNAl PA VEMENT STRUCTURAL SECTION DESIGN SHALL BE SUBMITTED AND ACCEPTED BY THE CITY ENGINEER THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN CHAP7ER 600 OF CAL7RANS HIGHWAY DESIGN MANUAL AND UNLIZE THE V VALUE ME7NOD. THE I' VALUF TESTS SHALL BF CONDUCTED IN ACCORDANCE WITH CALIFORNIA TEST NO30 I AND SHALL BE PERFORMED BY A REGISTERED CIVIL ENGINEER THE NUMBER OF LOCATIONS OF THESE JESTS SHALL IIE SUBJECT TO APPROVAL OF TH£ CITY ENGINEER. 5. THE DEVELOPER OR CONTRACTOR SHALL APPLY TO THE LAND DEWLOPMENT DIVISION FOR AN ENCROACHMENT PERMIT FOR All WORK WITHIN PROPOSED OR 90ICA7ED CITY RIGHT-OF-WAY 6 ALL OTHER PA VED ACCESSES NOT REWIRING AN ENCROACHMENT PERMIT REQUIRES A LAND DEVELOPMENT INSPECTION UNDER A VALID PERMIT 7 ALL UNDERGROUND FACILIN£S INCLUDING LATERALS SHALL BE 1N PLACE PRIOR TO PA LING 7HE STREET SEC77ONS 8 AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADF SURFACES PRIOR TO PLACEMENT OF ASPHAL17C CONCRETE PAVING 9 COMPAC90111 TEST 085CRVA710N OF SUBGRADE MA TER/Al AND BASE GRADE MA7ERIA1 SHALL BE COORDINATED BY THE CONTRACTOR WITH 7HE 56VIS ENGINEER AND THE LAND DEVELOPMENT INSPECTOR- ALL GRADE INSPEC170NS Wlll BE IN CCWJINC77ON W7H OR PROCEEDED BY COMPACTION 077NG. 10 7HREE (3) PAVING INSPECAONS ARE REQUIRED BY THE LAND DEVELOPMENT INSPECTOR, THE FIRST AT SUB -GRADE COMPLENON, SECOND AT BASE GRADE COMPLET RI AND THIRD (3R9) DURING PLACEMENT OF ASPHALT PAVING Ar?1/6's j r! 5 11, COMPACNQN REPORT BY A SOILS ENGINEER SHALL CER77.rY� PERCENT COMPACNON OF SUB -GRADE PRIOR TO REQUEST FOR SECOND(20) INSPECTION AND PLACEMCNT OF BASF MATFRIAL -1 12. THE DESIGN SHALL ADHERE TO THE METHODOLOGY SET FOPP/ IN CH,APJER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND U171147APON OF THE 'Pa VALUE METHOD.7HE 'R' VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH 7HE CALIFORNIA 7EST NO 301 TESTS SHALL BE SUBJECT TO APPROVAL BY THE CI7Y ENGINEER. 13. COMPACI70N REPORT BY A SOILS ENGINEERS SHALL CERNFY NINETY --lid c PERCENT(95%) COMPAC77ON OF BASE MATERIAL PRIOR TO REQUEST FOR 77110 (3W)INSPECNON AND PLACEMENT OF ASPHAL77C PAVING 14 PAVING IN DIS481ED PARKING AREAS OR PATHS OF TRAVEL ALUONES AN INSPECTON PRIOR TO AND AFTER PLACEMENT OF PAVNG 15, PRIME COAT IS REQUIRED PRIOR TO PA ONO AL1 GRADES IN EXCESS OF TEN PERCENT(1OX) 16 BASE COUP, SE AND ASPHAL NC CONCRETE (AC) MATERIALS SHALL CONFORM TO PROVSIONS OF CURRENT CITY STANDARDS AND THE GREENBOOK MIX DESIGN SHALL BE ACCEPTED BY THE CITY ENN67NEER PRIOR TO PLACEMENT Of" ASPHALT A. BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGAIF BASE PER SECNON 200-220FIHEGREENBOOK B AC SHALL CONFORM TO SECTION 203--60F THE GREENBOOK-TYPF 8 fil10 AND TYPE C2 PG70-10. C. MINIMUM AC 7HICXNESS IS FOUR INCHES (4) D MINIMUM AC IIFT IS TWO INCHES (2 )° MAXIMUM AC 1IFT IS FOUR INCHES(4) 17 ALL UNDERGROUND FACILINES, W/7/ LATERALS SHAH BE IN PLACE PRIOR TO PALING THE STREET SECNON INCLUDING, BUT NOT BE LIMITED TO THE FOLLOWING: SEWER, WATER ELECTRIC; GAS,' AND DRAINAGE FACIITT£S DA7E BENCH MARK °7aL COUNTY OFRrVER571JERM, NO T-r-81 R=102S.428 2 112' BRASS DISC III COW CYLINDER, 24 MILES 5OU7HEAST ON HWY 79 FROM 1WERSEZ770N MAIN AND RONT STREET IN TEMECULA 53.3' SOU771 OF LENIERLINF HWY 79, 32' FAST OF GT PO1f (GT 240) .300' EAST OF PRODUCE STAND MIDWAY BET KI N P.P. 75580 AND P.P. 75581 DN LINE 1NTH OLD FENCE LINE RUNNING N. & S SET FIBERG'ASS iNfli POST I' SOUTH OF MONUMENT. 7HF BEARINGS SHOW HEREON ARE BASED ON A POR77ON OF THE CENTERLINE OF MARGARITA ROAD ASSHOW ON PARCEL MAP NO 23432 FILED LN BOOK 159 PAGES 38 THROUGH 61 OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE COUNTY, CALIFORNIA, BEING NORTH 16561060 NET REFERENCE ® m 7-310 (STORM DRAIN) FILED PfSCRIPNON 05-04-09 STANDARD SPFCRCANONS FOR PUBIC WORKS CONSIRU07101V(GREEN800K) 10-22-99 STANDARD SPECIAL PROVISIONS FOR SIGNALS LIGHNNG AND FLEC7R1CAl SYSTEMS 12--31-06 CALIFORNIA DOT MANUAL OF UNIFORM 7RAFRO CONTROL DEVCES (MUTCD 2006) 09-25-06 041 MANS 2006 (US CUSTOMARY SPECIFICATIONS) AD - AREA DRAIN 8F - BASEMENT FLOOR BM - BENCHMARK BW = BOTTOM OF WALL CONC = CONCRETE CB - CATCH BASIN CL - CENTER LINE CO CLEAN OUT CY 081C YARDS DEGREES E - EAST OR EAS77NG EA - EACH EG - EXISTING GRADE R - ELEVATION R) - EDGE 6F PAVEMENT EX - EXISNNG () = FEET OR MINUTES FDC = FIRE DEPARTMENT CONN IT - FINISHED FLOOR FG ` = FINISH GRAOF FL - FLOW LINE FS - FIRE SER14CEISUPPIY GB - GRADE BREAK GR = GRAZE ELEVA17ON HDPE = HIGH DENSITY POLYENIYZENE H.0 = HANDICAP (J - INCHES OR Sf'CONDS I£ - IN6RT ElEVADOW MH - MANHOLE - NUMBER N = NORTH OR NORTHING NIS = NOT TO SCALE 4- - PLUS OR MINUS P = PAVEMENT GRADE PCC r PORTLAND CEMENT CONIC PF = PROFESSIONAL ENGINEER RIV = POST INDICATOR VALVE PROP. = PROPOSED PVC = POLYVINYL CHLORIDE PVT = PRIVATE R - RADIUS RD = ROOF DRAIN R/W = RIGHT OF WAY SD = STORM DRAIN SR - STATE ROUTE SS = SANITARY SEWER SWR = SENRR TC = TOP OF CURB 7F = TOP OF FOOLING TYP - Ti 7W = TOP OF WALL 64;4f = WATER METER S /rDesigned fay Drawn By Checked By SCALE �fESST0 i 47 DREW J KANN ANDREW J. KANN SEAN M SAVAGE flod-r8a1 Plons Pre)ored Under Supervlslon Oil AS SHOWN u No. 50940 Exp. 9-30-13 _ tidy t T 01 V 4 G ��� ANDREW 1. RAN N/A �T7 of G kL\ R 0. E, No. 0940 PARCEL 6 OF PARCEL MAP 29431, IN THE CITY OF 7EMECULA, COUNTY OF RI4IRSIIIE, STATE OF CALIFORNIA, AS SHOW BY MAP ON FILE IN BOOK 195, PAGES 94 7HROUGH 99, INCLUSIW" OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY SM R CAMPANULA WAY 7FMECULA, CA 92592 s RIWR519E COUNTY FLOOD CONTROL AND WATER CONSERVAhill DISTRICT STANDARD MANUAL REVISED 02-08-2011 CITY OF TEMECULA IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCT'ON OCTOBER, 2011 EDINON GREFNBOOK' STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION 2009 ED17701V GRADING AND DRAINAGE WORK TO BE DONE ACCORDING TO 7HESF PLANS THE CURRENT CITY OF TEMECULA STANDARDS, 7HE STANDARD SPICIf7CATTONS FOR PUBLIC WORKS CONSTRUCTION 2012 E01770F1 AND RIVERSIDE COUNTY FLOOD CONTROL DISTRICT STANDARDS. SHEET I -- TILE SHEET SHEET 23 - PLAN DETAILS SHEET 2 -- LEGENDfA:EYMAP SHEET 24 -- PLAN DETAILS SHEET 3 -- GRADING PLANS SHEET 25 -- PLAN DETAILS SHEET 4 -- 9AOING PLANS SHEET 26 -- PLAN DETAILS SHEET 5 -- GRADING PLANS SHEET 27 -- PLAN DETAILS SHEET 6 - GRADING PLANS SHEET 28 -- PLAN DETAILS SHEET 7 - GRADING PLANS SHEET 29 -- PLAN DETAILS SHEET 8 -- GRADING PLANS SHEET 3O -- PLAN DETAILS SHEET 9 -- DRAINAGE PLANS SHEET JI -- PLAN DETAILS SHEET 10 -- DRAINAGE PLANS SHEET 11 -- DRAINAGE PLANS SHEET 12 -- DRAINAGE PLANS SHEET I3 -- DRAINAGE PLANS SHEET 14 -- DRAINAGE PLANS SHEET 15 - HORIZONTAL CON ROC PLAN SHEET 16 - HORIZONTAL CONTROL PLAN SHEET 17 -- HORIZONTAL CONTROL PLAN Si 18 - HORIZONTAL CONTROL PLAN SHEET 19 -- HORIZONTAL CONTROL PLAN SHEET 20 - HORIZONTAL CONTROL PLAN SHEET 21 -- FRO,SION 0017ROLf /R SHEET 22 -- 00510N CONTROL DETAILS GROSS AREA: 584,651 SF (13.42 AC) 9IS17/R80 AREA, 580861 SF (13.33 AC) GEOMETRIC CUT 4772 CY FILL: 29809 CY UNDERCUTS., ' 17746 CY IMPORT 6,350 CY THESE CRADLING PLANS WV1 IMPORT SOIL FROM GRADING PLAN LD 12-0505R PREPARED BY RBF COUNSULT7NO. A SEPAR47E PERMIT WILL 8F ISSUE FOR THIS GRADING THESE PLANS SHOW PRECISE GRADING FOR THE ONSITE BUILDING PROGRAM 7HES£ EARIHWORK OUANNNES ARE FOR REFERENCE ONLY. SYNCF THE G WL ENGINEER CANNOT CONTROL THE EXACT MENIOD OR MEANS USED BY THE CONTRACTOR DURING GRADING OPERATONS, NOR CAN THE Cf4IL ENGINEER GUARANTEE 7W EXACT SOIL CONDINONS OVER 7HE ENTIRE SITE THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY FOR FINAL EARTHWORK OUANDAES THE CONTRACTOR 15 ADVISED TO PREPARE HIS OWN ESTIMATES OF EARTHWORK FOR THE PURPOSES OF BIDDING CONTRACT AND CONSTRUCTION PAD ELEV4170N SHOW HEREON ARE MINIMUM ANY CHANGES MADE TO THE PAID REVA770N SHALL BE OBTAINED WITHOUT CHANGES TO THE PROPOSED FINISH FLOOR ELEVANONS: WWI ri , i1 ;III, � , L • .F 1 xi�` N{E SWB& OUAN#NS MIS 0 SPLIT FACE CMU RETAINING WALL (PER SEPARAIF PERMIT) 26 1,036 LF 2 DAWGHT LINE (LIMITS OF GRADING)- 3 GRADED SLOPES (2.• 1) - - - 4 CONTOUR (SHALL B£ DELIVERED AS GRADEBREAKS) - - 5 PROPOSED SAWCUT 0 LF 6 ACCESSIBLE PARKING STRIPES (2X MAX SLOPE ANY DIRE0770N) SDM-117 717, ; 2 EA 7 PARIl STALL STRIPING d ` - 8 MATCH EXISTING SIDEWALK- 9 MATCH EXISTING TOP OF CURB - - to 0' PCC CURB A B 26 6 ---- 160 IF tt 6' PCC. CURB PER 0-1 7071 LF 12 6' PCC CURB AND GUTTER PER G-2 2, 459 LF 13 MODIFIED 6' CURB AND GUTTER 26 1 IF 14 3' OPENING IN CURB AND GUTTER 26 3 EA 15 3' WIDE P.C..0 RIBBON CUTTER F 26 2,017 1F " #a S T77�S UNi7S 3o CATCH BASIN TYPE, PER D-8 (PVT) 1 EA .- 31 ( PRECAST BROOKS BOX - 57ZE PER PLAN (PVT.) K 26 IS] 3 EA 3z TYPE B CURB INLET, D-2 (PVT:) E3 3 EA TYPF 8 CURB INLET Wf WING, PER D-2 (W/NG LENGTH PER PLAN) C"= 1 EA 34 TIFF -A CLEAN OUT JUNCNON S7RUC7URE PER D-9 (PVT) Ic, 4 EA 35 SIDEWALK UNDER DRAIN, PER D-27 _� 0 EA 36 FCC BROHVITCH, PER D-75 (W 8), (PVT.) c=> 520 5F 37 6' STORM DRAIN CLEANOUT (PVT.) fE N 26 to 7 EA 6' AREA DRAIN (PVT.) D 26 0 284 EA 39 __ 6' HDPE STORM DRAIN; PER 9-60 (PVT) V 2,51'9 IF 4D 8°HDPE STORM DRAIN, PER D-60 (PVT) 1,476 IF 41 10' HDPF STORM DRAIN, PER 9-60 (PVT.) --_..__._....-., 1,242 LF 42 12' HDPF STORM DRAIN, PER D-60 (PVT,) 827 LF 18' HDPE STORM DRAIN, PER D-60 PVT _ 95 IF 44 24' HOPE STORM DRAIN, PER D-60 [PVT) 537 LF 45 30' HDPE STORM DRAIN PER D-60 PVT 462 LF 46 30' RCP STORM DRAIN, PER D-60 (PVT.) (4'LElii WITH 5° BF05 BOTH ENDS 1350-D) 26 LF 47 RIP RAP (Al 3 BACKING, T=O6, L=5; W=5) i EA Na DESLWP79W Swft OVANi LW17S eo PEDES1RfAN CURB RAMP (83%MAX SLOPE 2%MAX X-SLOPE) SDM-115 SEE DETAILS ON SHTS 24-26 35 EA 8t DEIECTAB1ffiAC771C WARNING 711E (ALL CURB RAMPS) PER SDG-13D SHALL BE DARK GREY RE AND CAST III PLACE. o°�°o°a°�° 35 EA 62 4'PC.0 SIDEWALK, STIRSD G 7 G 26 E•'_. ' , :'... 39,614 SF 63 ENHANCED PC.C. CONCRETE ` 5F 64 8 PVMT. (PARKING) #=5 (MIN ,33' AC OVER 058' CLASS II AGG, BASF) 5460T SF - PWT (DRIVE) 77=6 (MIN .33' AC OVER I.O' CLASS JI AG& BASE) L 11,456 SF 66 PVMT. (ERF LANE) 77=7 (MIN .42' AC OVER 1.0' CL tI AGG BASE) P2B,160 SF GINEERING CONSULTANTS 9517 GR0,"A40N7' S7.114:A"LIT [)RI i E LA [Eli (,ALIF0RNTL4 91941 PfI (619) 741-9456 FAA:(619) 664-4291 .� "mot , r ," 1 • r • ! 1, Sheet J of 31 0 b, a c5 c02 a a: M0N"Mf+ '* 7HE FOLLOW9NG NO7£S ARE PROVDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINEERS 6 ANY RETAINING WALLS SHOWN ON THESE PLANS ARE FOR INFORMA7101V ONLY. A SEPARATE BUILDING PERMIT AND NSPEC77011 KL 16 CONTRACTOR SHALL EMPLOY INDIVIDUALS WHO ARE FAMILIAR NTH ALL CODES RELATED TO THE VARIOUS AREAS OF WORK AND SIGNATURE ON THESE PLANS DOES NOT CON5777UTE APPROVAL OF ANY OF THESE NOTES, AND THE CITY KL NOT BE RESPONSIBLE BE REQUIRED FROM THE BUILDING 11VSPF070N DEPARTMENT FOR THEIR CONSTRUC770N CONSTRUCT THE INTENT OF THESE PLANS TO MEET ALL LOCAL, STATE AND FEDERAL REQUIREMENTS; FOR THEIR ENFORCEMENT. 9 7HF BOTTOM OF ALL EXCAVATIONS SHALL BE OBSERVED BY A GFOTECHNICAL ENOINF£R 19 DURING ACTIVE CONSTRUCTION, AREAS SHALL BE WATERED TO REDUCE fUG171VE DUST 1. NEITHER THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL DESIGN CONSTRUCT AND MAINTAIN ALL SAFETY DEWCES, INCLUDING SHORING AND SHALL BE SOLELY RESPONSIBLE FOR 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE OUANNAES SNOWS/ HEREON AND BALANCING THE EARTHWORK 20.. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE COIVD117XS DURING THE CONFORMING TO ALL LOCAL, STAIF AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA7TONS ONS17E. IF DISCREPANCIES ARISE; THE ENGINEER OF WORK SHALL PROWOF AREAS OF ADJUSTMENT TO THE CONTRACTOR OR COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT CONTRACTOR SHALL INPORT/EXPORT AS REQUIRED TOO BALANCE 7HE STIF WHERE ,TRENCHES ARE WITHIN CASEMENTS STREETS, SHALL APPLY CONANOUSLY AND NOT BE LIMITED TO NORMAL OWKING HOURS AND 1HAT THE CONTRACTOR SHALL DEFEND, 2. LOCATION AND ELEVATION OF 1MPROVEMENT3 TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS OR 10' OF ANY BUILDING, SOILS REPORT SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A OUALIFIF_D SOILS ENGINEER INDEMNIFY AND HOLD 7HE OWNER AND 7HE ENGINEER HARMLESS' FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN PRIOR TO CONSTRUCTION OF NEW WORK. CONTRACTOR SHALL N077FY ENGINEER OF WORK OF ANY DISCREPNNES. #110 INDICATES THAT THE TRENCH BACKFILL WAS COMPACTED UNDER RE OBSERVATION OF THE SOILS ENGINEER AND IN CONNECPON WITH THE PERFORMANCE OF WORK ON THE PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ACCORDANCE WITH THE EARTHWORK SPECIFKA770NS OF THE OWNER OR ENGINED?. 3 BEFORE EXCAVATTNG FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTL/AES. THE EXISTENCE AND IOCA77ON OF ANY It, THE CWTRA07OR SHALL UNCOVER ALL UTILITIES THAT MAYBE JQINED, CROSSED, OR PARALLELED TO VERIFY BOTH HORIZONTAL UNDERGROUND L177LITY PIPES OR STRUCTURES SHOWN ON THESE PLANS I,'AS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND VERTICAL LOCATION PRIOR TO ANY CONSTRUCTION ANY CONFLICT OR DISCREPANCY SHALL BE BROUGHT TO THE 21 CONTRACTOR SHALL CONSRUCT AREA DRAINS ABOVE FINISHED GRATE ELFVAJTON AND ARE 70 BE ADJUSJED TO MATCH FINISHED AND MAY NOT REFLECT ALL EXISTING UNLRES LOCA77ONS OF ALL EXISTNG UTILITIES SHALL BE CONFIRMED BY FIELD ENGINEER'S AFIEN77ON PRIOR TO CONSTRUC170W OTHERK-2F THE CONTRACTOR ACCEPTS FULL RESPONSIB1117Y FOR ANY LANDSCAPE AND PROVDE' POSINVE DRAINAGE; .SHALL ANY DISCREPANCY ARISE THE CONTRACTOR IS TO N07IFY 7HE ENGINEER OF MEASUREMENTS PRIOR TO CONSTRI107ION CONTRACTOR OF WORK TO PERFORM EXPLORATORY EXCAVA77ONS IN ORDER TO ADDIAONAL CONSTRUCTION OR RELOCATION COSTS WORK IMMEDIATELY. PROVIDE SUFFICIENT 17ME PRIOR TO CONSTRUCTION FOR ANY NECESSARY PERMIT REVISIONS 12. THE CONTRACTOR SHALL B£ RESPONSIBLE FOR I06AINS, REZOCAANG MAINTAINING,, AND OR REMOVAL OF EXISTING UTTL17IE5 22. CONTRACTOR SHALL MAKE ALL NECESSARY UNDERCUTS FOR SOIL AMENDMENTS, SODS ETC. TO ENSURF FINISH GRADE ARE 4 CONTRACTOR IS REQUIRED TO TAKE PRECAU17ONARY MEASURES TO PROTECT THE UNITY LINES SHOWN HEREON AND ANY 07HER WHEN IN CONFLICT W9TH PROPOSES 1MPROWMEN7S ESTABLISHED AS INDICATED ON THESE PLANS EXIS77NO LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 13. THE CONTRACTOR SHALL REPLACE ALL DESTROYED OR DAMAGED SURFACE IMPROVEMENT WITH IMPROVEMENT EOUAL OR 23. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE ,TIAT ALL SLOPES, PADS, CURBS, INLETS AND SIDEWALKS ARE BUILT IN 5. WHERE TRENCHES ARE ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO THE ENGINEER OF WORK SUPERIOR. ACCORDANCE WITH THESE PLANS AND APPLICABLE CODES AND LAWS IF 7HERF IS ANY QUESTION REGARDING THESE PLANS OR BY A QUALIFIED S01LS ENGINEER WHICH GERTIFY* THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY 11E SOILS ENGINEER FIELD STAKES, THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING THE ENGINEER AT IN ACCORDANCE NIH THE ON-517E EARTHWRK SPECE04TTONS. 14 CONTRACTOR SHALL POTHOLE ALL UNDERGROUND UT7L17T£S TO BF CONNECTED TO CROSSED OR GRADED OVER PRIOR r0 ANY (619) 741-94,56. (* AS DERAID IN AND LIMI7ED IN SECTION 6735:5 OF THE BUSINESS AND PROfESSTONAI CODE OF CALIFORNIA) CONSTRUC7708, 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FINAL GRADE MATCHING ALL PROPOSED CONTOURS REfZECTEO HEREON IN 7HE 6. SAFFTY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE CITY ENGINEER 15.. CONTRACTOR SHALL PROTECT IN PLACE ALL EXIS77NO FENCES AT PR(PFRTY 11NES PLAN SET. WERE NECESSARY THE CONTRACTOR MAY IMPLEMENT VERTICAL CURVES BUT ALL. CHANGES SHALL BE CONFIRMED WITH THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL ADJUST EXISTING WALE? VAL PF COVERS, CLEANOUT COVERS AND SEWER MANHOLE COVERS, ETC., TO GRADE 16. PRIOR TO ANY COAL57RUC170N THE CONTRACTOR IS TO COORDINATE PLANS dW7H ALL OTHER DISCIPLINES AND NOTIFY ENGINEER WHERE NECESSARY OF WORK OF ANY DISCREPANCIES 25 ALL DOW V5POU7S OR ROOF DRAINS DISCHARGING DIRECTZ Y TO LANDSCAPED AREAS OR UNHARDENED SURFACES SHALL BE CONTROLLED WITH SPLASH BLOCKS OR ROCK STABILIZATION TO PREVENT SURFACE EROSION. SPLASH BLOCK PRODUCT OR ROCK 17 IT SHALL BE THE RESPONSIBILITY OF THE CON7RAC70R OR OWNER TO ACQUIRE AND ENFORCE ALL NECESSARY TRAFFIC CONTROL STABILIZATION SHALL BE COORDINATED WITH THE DEWZOP£R PRIOR TO INSTALLATION PERMITS NEEDED TO SAFE Y CONDUCT K IN NE PUBLIC RIGHT OF WAY CONTRACTOR OR DEVELOPERIOWNER MUST COORDINATE' ALL TRAFFIC CONTROL WITH THE AGENCY OF JURISDIC770N Contractor- �� 1 w mien nl m� �m III ml RECOMMD00" DATE - Plans D47F-- Inspector_ mmm I mm I Iml III I r ' IIIIII�III IIIIIII �1�n II IIII II50,940 { c, =- 9517 CsRDS`Sh4ONT St ,ilMt'I'IJRIVE LA AIFSA, C 4L IFORA"IA 91941 Pff: (619) 741-9456 F-AX (619) 664-4291 APPROVED Em I M / / t 7ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 inspector Bate CompJeteQ,- hi -emu mm No. SO90 4 Exp. 9-30-i yr f G/ V \f 0f C PROPOSED .r P IMPROVEMENTS A.:fi r` OR !`' '" iitWilYrr�IWfii RETAINING1 SPLIT FACE CAW OF 6RAD69 SLOPES ' DELIVERED .,i s= KS) .. i iSAHVUT i / ACCESSIBLE ...., •. ., i* ,.. i., i. i 0 ' P0. R' •, AND MODIFIED s 9517 GROSSNION7'SZININIIT DRIVF, LA I4CAIZFOR,91941CH P1:(619) 71-9458 Ff1X.-(019) 664-4291 / Plans -f/ .f Under Superksion Of Date i r, Nox 940 r t1 N'TWO " Y� i I p X-AW-41 MW - IAN= E, 0 meeL3 OL31 F 2 7ERGROUND SERVICE CALL TOLL f 1-800-422-3 r r RECORD ;il if�l4i i Contractor- IIIIIIIII�IIIIII�IIIIIMI� ,mom __� ... .i rinspector- I I I r rr Yr t a Date PROPOSED IMPROVEMENTS A0 PIAv SAM OUAN177#S WTS 7 SPLIT FACE CMU RETAINING WALL (PER SEPARATE PERMIT) 26 1,036 LF z DAYLIGHT LINE (LIMITS DF GRADING) ——� - - s GRADED SLOPES (2,1)- 4 CONTOUR (SHALL BE DELIVERED AS GRADFBREAKS) ---4t - 5 PROPOSED SAWCUT — -® 0 LF 5 ACCESSIBLE PARKING STRIPES (29 MAX SLOPE ANY DIRE00N) SDM-117 71 TIT 2 EA PARKING STALL STRIPING 71 T - - 8 MATCH EXIS7JNG SIDEWALK - _ - 9 MATCH EXISANG TOP OF CURB - - - tD 0' PCC. CURB A 8 26 26 160 LF 9t 6"PCC CURB PER 0-1 7071 LF >2 6'POO CURB AND OUTIER PER G-2 2,459 LF t3 MODIFIED 6' CURB AND GUTTER 6 I LF f4 3' OPENING IN CURB AND CURER 6 3 EA P5 3' YAD£ P.C.C. R188ON GUTTER ff 2,OP7 LF 9517 GIZOSS)Vfo NT SL HAllT DRIVE LA MESA, C`ALlr0RiN71,4 91941 PK:(619) 741-9456 FAX: (619) 664-4291 E fli��.t�tlb�:lrl��`l Cr£r3�C"k�llT[it� .•':tlt UAW mil-Allid Sheet 4 o 31 9ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 Inspector Date Completed y Plons ,r •+ Under Superksion .. Date �. r• -,. . No. 50940 v- t•RUN rOW COMM(SHAL . DEYWRED AS GRADOREAKS)FiT3 l SAWWTt AMESSRE ,.. , ANY DIRECINAOSDM-117PARKING STALL SOPING MATCH EXISWO t ; I tr t CURB j rF yy ,t 0a r r' Pec. aIRB PER 6-1 C POO CURB. N ♦•, 0-2 9517 GROSSMONT S1,11 lIT DRI T E F4 MESA, CALIFORNT1..4 91941 PM•(619) 741-9456 FAX: (619) 664-4291 is t MAMP t Sheets®,of 31 f M U. 6" PVC SV OERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 ZPMURW'? !'/ Inspector Date Completed t Y ST UXHT PROPOSED 1W i!O•Du i:M R . . i r i (SHAll Y i t AS Yl BR r. P+^ i.rir r SAKUTr i iMING STALL 57RIPING MA TWEAVISMG F s i O sus i ♦ Yr 6 0 PM CURB PER 6-1 XXENING IN CURB AND G1177ER �i RIBBONi► NJ Mia 9517 GR0SSAI0NT Sr `A1lA1liT DRIVE LA MESA, CAUTDRNiA 91941 PH: (619) 741-9456 FAX.,(619) 664-4291 1r i ... � II ICI r f / t i �: � /".r • ' r l A ♦ X 9 0 { Contractor- y I is 1 I I I • i Il j I I w yy ( i i i } y I rlate Completed — A 50940 Plans Prepared Under Super0sion Of I' R. w . 50940 _SYSM _._._ MONKS MIS SEPARATE F£RM1T) 171 26 1,036 LF =0 K =_ - - DEBREAKS) - - ® -- — 0 LF SLOPE ANY DIRECTION) SDM-117 T 17 , 2 EA T79 IT - - A B 26 26 160 LF 7,071 LF 2,459 LF H 26 1 LF O 26 -�,- 3 EA F 26 2017 LF t P/ / ., 1 t .l ' 1 I I A PRECISE GRADING PLAN i � I rA Sheep 7�of 31 OERGROUND SERVICE ALERT t t R�1 CALL POLL FREE 1-800-422-4133 RZOMM A Plans Prevored Under Supervision IV • r i' K. ' ,# 0940 ►/1 E . �.► 9517 GROSS',�,10AIT SUMAIIT TURIVE LA WESA, CALIFORNIA 91941 PFI: (619) 741-9456 FAX: (619) 664-4291 y W.TWOMWA «lt , PROPOSED ti OiD IWROVEMENTS r DESMAM L CATCH AgN • PER % (PVT) I� fr ;"li.. it / PLAN r VT) 26 r TWEr OU y • l l l � ��I �Y l• 1.fa ! Y l ) . r , __ 4, -HP ,A t�s ash i 1085110.30 IW 05 { 1 � /C=1IC. & 1r�-108080 8l o36 ILM p�82P > ' .._ �0 tttig5l/£(6"8D ` A t8 l 1t+M. 10861.521E (8 i dC 4.7 IN 1De2. i07921IE I rIA 11180.041E (8° 1083.E `1DB23p "' � , lE=fO8R88 ME" y i �107�7srE H �Af11 LT n9 95?I C3ROSSitIC?h�TSC M.II/TL�RII'E LA .MESA, CALIFORNIA 91941 LE SHE PH: (619) 741-9456 FA (619) 664-44191 Contractoc Inspector - Date Y , ete r ii s lid, Y , rI III �� Plans Prepared Under SuperWsion Of 9-30-11 ,50940 7AMVJ. ON it 040 F-41114111/ i YINTER11 I Sheeof 31 9ERGROUND SERVICE ALERT NoW f ,7 . �� IIIIIII���II III � �' � � ;;, ,: x r �r• � a� f ! ! { t,t Supe"Isibn Of I 9-30-15 Y x 5040 PROPOSED DeRQIVIUMTS Y % f :. i, R 6- STORY DRAIN CLEANOUT (PVT) # Y • AREA DRAIN Y �a11•' r DRAIN • r % 60 i f• STORY ' STORY DRAIN .1 0 , f' f f, STORY DRAIN . ! Rt ' 12- .. STORY DRAIN PER 9-60 •. 180 HOPE STORYf" f / /• fry r s s/ ' 300 HOPESTORM DRAIN f /f . ff PERf /f '+ 85ES BOTH"f f • RAP BACKING T=06 —RI 9517 GROSSMONT SUAIM tG' DRIVE LA MESA, CALIFORVIA 91941 PH:•(619) 741-9456 FAX:(619) 664-4291 l 1, 4 .' r� f'� it f � r f, •. f1T R[ s fi7�:7Tri1?l�`i9�il�WTI1:1#f�rl;'fil.�'Ct � i/ I� "►ram � t • / 0 Sheep t0 of 31 WG6 Tivs ! 9ERGROLIND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 Inspector mm IN f f S Designed Dy Drawn Dy QpFESS/pp9 _ Mr XASS 'y d X!, y y Plans P red fJnder Supermision (!f z No.50940 'tt* Exp. 9-30-15 AAlO�Et� XASS R,C. fie. 50940 S U1 PROPOSED IMPROVE]WEDUIS Na ,- fi' - r-, �lk�ry}I� PRECASTit oR// er .. , mm........ DEBI R 'f i .l l)) f PER PLAN) l-A CLEAN a1T AIN0041 S7RZAVURE PER ) 1. UNDER DRAIN f J 9-27 STORY DRAIN CLEANOUT (PVT) rAREA !'' ' 12- HOPE STORM DRAIN '�� • �� 8- ffiff STORM DRAIN, PER D-60 (PVT) 10- WE STORY DRAIN PER D-60 (PVT) R 24- WE /, . DRAIN 0 1. STORY DRAIN f. r r G.I �_'. 9517 GROSSMONT SUAf,141T DRIVE LA MF,S4 CALIFORK4 91941 PH:(619) 741-9456 F4X:('619) 664-4291 gg ) m Sheet_fp ae .,' d a cE� 4.a c "' A V O N _4 LQ V) O •� Q S Designed Dy Drawn Dy QpFESS/pp9 _ Mr XASS 'y d X!, y y Plans P red fJnder Supermision (!f z No.50940 'tt* Exp. 9-30-15 AAlO�Et� XASS R,C. fie. 50940 S U1 PROPOSED IMPROVE]WEDUIS Na ,- fi' - r-, �lk�ry}I� PRECASTit oR// er .. , mm........ DEBI R 'f i .l l)) f PER PLAN) l-A CLEAN a1T AIN0041 S7RZAVURE PER ) 1. UNDER DRAIN f J 9-27 STORY DRAIN CLEANOUT (PVT) rAREA !'' ' 12- HOPE STORM DRAIN '�� • �� 8- ffiff STORM DRAIN, PER D-60 (PVT) 10- WE STORY DRAIN PER D-60 (PVT) R 24- WE /, . DRAIN 0 1. STORY DRAIN f. r r G.I �_'. 9517 GROSSMONT SUAf,141T DRIVE LA MF,S4 CALIFORK4 91941 PH:(619) 741-9456 F4X:('619) 664-4291 gg ) m Sheet_fp ae .,' d a cE� 4.a c "' A V O N _4 LQ V) O •� Q G.I �_'. 9517 GROSSMONT SUAf,141T DRIVE LA MF,S4 CALIFORK4 91941 PH:(619) 741-9456 F4X:('619) 664-4291 gg ) m Sheet_fp ae .,' d a cE� 4.a c "' A V O N _4 LQ V) O •� Q rATiTirW77lAviii l ?ERGROOND SERVICE ALERT CALL TOLL FREE 1-800-422-41JJ .. II ��.: / • 1. i .�l t �.r .. Contmctor— ..- SF.... r- r rt IMS m "`rr � Date . e r r VAU e +♦ ' r r r m m r jXNo.50S40 0-1s-3x ,9E rl9 LIV1�` Wl P,kins jj -j Under Sll7pl9rWll,9liOl7 j r F.C.E. Yo _.._ � _..9 40 1tGW SAM QUANINKS WN 13 f EA PVT.) 3 EA (l -- 5 - -1 EA !NG LENGTH PER PLAN) EA PER 0-9 (PVT) ® 4 EA 0 EA r) 520 SF £ zs 0 7 EA 0 26 0 284 £A 2,520 LF 1,476 LF 1,242 LF 827 LF 95 LF 537 LF 462 LF U50-®) 26 LF V-5) 1 EA "l'l `i Z) alI AZ - 11 : 2M4 r i il% I T 9ERGROUNO SERVICE ALERT CALL TOLL FREE 1-800-422-4133 WJWWT , .. ....,._ i Jx ., .,.:.. .. J' ... .. ,,, .. ,�, i��,1� ��-. y IM 1ii t ore A'Supervision o Inspector-- .50940iff .�` t x t •. as N . , .rt ., J IVA �.'. 50940 PROPOSED IMPROVEMENTS e iff-c i =x s r " r SIDEWALK"J J. r J J POO 8RO40ITCH D-75 (TYPE y J J e 6 -AREA J` ® • , Jx STORYDRAIN r J =}J t Jx STORY DRAIN, J J x 10- J.x STORM DRAIN PER J x 12- J= STORM DRAIN PER 'J (PVTJ 18- ' SrOWY DRAIN PER J xJ WE J" DRAIN PER J rJ = 0I'' STORM J'- J50 80TH ENDS, x 9517 GROSSAi4O1N'T SUiVf2ilI17' 19R117L LA A111-S11, f �4LIFORNIA 91941 PH (619) 741-9456 FAX:(619) 664-4291 WIMP t .1 J 4 m Shee 13 0 1 PROPOSED DAPROVEMENTS • I I il f • f � J e �� /�� T s Q240 HOF STORMDRAIN , • f Ir J90 HOE STORM DRAIN PER D-60 (PVT) f RCP STCRY DRAIN PER D-60 RIP AP / J ,Af r UNDERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-413J mzmmm Inspector Dote Completer, E L 'saRi Axr ley ,�. _ z_.., RIM 10 2 J-2 era �� I06438 34 "---- P CM ?;� �� y1 y'U!7Y F - P M ARR yffl REWS10NS ACCID DATE BENCH MARK S Designed By Drawn By S 4fEsst �R Gy�Y GmAE fC6 w7yOF fiYa.Sn1i B.M. Na T--1-81 EL-102Q428 �q ANMW J KANN ANDREN J KANN 2 1/2" RUSS D& N alK CXJW , 24 MLES Hofivnta/ peP�is ` PIanS P+ Ped Under Supervision CY SWXASr AY INY 79 FROV #MWA v MAW AND f"T Sr &T dV TfAlf'MA 81X SWPI OF 09V ERM AS 9VOW u' No. so9aa m Wr N, 3.2' £AST 6F GT ME (GT 2453) EAST OF Exp. 9-30-5 $ AWjff STAW WWAY 8VYM P.P. ZW AN AP sl c t v 14 �� AN J, KANN 14YIKNN19 fMF LK NMW N&S Yf %T FfiWASS NAM POST I'SLIM 6F YMAX NIA F Of C R�1FII R. C.E No. M940 9517 GROSSiVO N'T bZiAIhfIT DRIVE L4 MESA. C,tLIFORNLA 91941 PH: ('619) 741-9456 FAX: (619) 664-4291 ctry I. , A DEPARMENT OF f' F DRAINAGE & STORMDRAIN PLAN f a fi Drawing No. c3 ®; �� 14 o� Q Sheet 14 at!— C1.; t / / 9ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-41JJ RNMEM Contractor inspector lltf[lt��/i+:*EAta j'+T^Ti:T[1Fi'i'i'Ei7iYRTy�iGTv3 / - L . . a� _) _. _. / i'VICAFA MAN t D rs' r •r rr Plans Prepared Under Super0sion tY �*Date 149J AIANDREW of c k�'. 1 R. C.E. No. 50940 PROPOSED WROVEMENTS N12 DE5GYdwd141d sYFIBiK Qmflzu Mrs GD PEDESTR/AN CURB RAMP (8.3X M4A- SLOPE, 2X MAX X-SLOP£) SDM-115 SEE DETAILS ON SHTS 24-26 35 EA 8f DfT£CTA$1E/TACTILE WARNING TILE (ALL CURB RAMPS) PER SDG-130 SHALL 8E DARK GREY TILE AND CAST IN PLACE. 0°0000000° 35 EA 62 4m P.CC SIDEWALK, SORS9 G-7 G 26 39,614 SF 63 ENHANCED P.C.C. CON6RE7E _ SF &4 PVMT (PARKING) 17=5 (MIN .33' AC OVER 0.58' CLASS 11 AGO BASE) 54,60 SF 65 PWT. (DRNE) Tf=6 (MIN .JT AC 069 40' CLASS 11 AGG BASE) 11,456 SF ss PWT (FIRE LANE) TN=7 (MIN .42' AC OVER 1.0' CL IN AGO BASE) 12$160 SF 9517 GROSS.i f0�'T SUMMIT DRI L'E L,A MFS.4, L 41,1FORNIA 91941 P11:019) 741-9456 FAX:(619) 664-4291 P411-0274—CAYPANUA i r i t Sheet.i5_of 3l PERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 RECORD Con tractor- Inspector- t. < ,.. , _ r + a�'t w t •t x r I-WONV SEAL- Q�pRSS104, A 4 I J E y � No,50940 {.tExp, 9-30-tiqPf Of C koi PROPOSED + O DeROVEMENTS Na D£3CW7KW $min Q UANTIW tAM sa PEDESTRIAN CURB RAMP (8,JX MAX SLOP£, 2X MAX X-SLOP£) .SDM-115 -9 £ DETAILS ON SHTS 24-26 35 £A Bf DELECTABLE. AC77ZE WARNING TILE (ALL CURB RAMPS) PER S9G-130 SHALL AREHrARK CREY TILE AND CAST IN PLACE, a ° °o°o °tSp c � 35 EA 62 4"R0.0 SIDEWALK, SDRSD G-7 CLILL, 26 - ... 38,614 SF ENHANCED P.C.C. CONCRE7E - SF 64 PPMT. (PARKING) 9=5 (MIN .33' AC OVER 058' CLASS 1/ AGG BASE) 54,563 SF s5 PPMT. (DRIP£) 71=6 (MIN .33' AC OVFR 1.0' CLASS 11 AGG. BASE) 11,456 SF ss PWT (FIRE LANE) 17=7 (MN .42' AC 011E"R L D' CL II AGG BASE) 12$160 SF r 9517 GR0SSA40iVT SU:IVIMIT DRIT'E I,A AfES4, CALII'ORATIA 91941 PK (679) 741-9456 bAX.-(619) 664-4291 1 7� OF TEMECULA DEPARMENT OF PUBLIC WORKS Plans Prepared Under Supervision ,Y,,,00,r /f .. 9ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 f d i _t 7 1 f .i f ra 50940 9-30-15 AMOW &(AW 50940 6 PROPOSED IWROVEMENTS Na X5W7XW Sam QUAn YMS MM sa PO£STRIAN CURB RAMP (8.3%MAY 2OPL; AMAX X-SLOK) SJM-115 SELF DETAILS ON SN7S 24-26 35 £A 5t D£T£CTABLEfj�TACRY WARNING 77L£ (ALl CURB RAMPS) PER SX-130 MAU 8£ 6ARK GREY 17L£ AND CAST IN PLACL 0°0°00°000 3,6 EA 62 4" P.CC. SIDEWALK, SMRSD G-7 G 26 39,614 SF 63 ENHANCED P.C.0 CONCRETE 777771 — SF 64 PWT (PARKING) 77=5 (MIN .33' AC OWR 058' CLASS 1! AGO. BASF) 54,663 SF 65 PVMT. (DRIVE) 77=6 (MIN .33' AC OVER 1.O' CLASS 1I AGO 8ASE) 11,456 SF ss PWT (ME LANE) 77=7 (MIN .42' AC OVER 1.0' CL lI AX BASE) 128,160 SF 9517 GROS&WOI `I' SI IAJAI/IT DRII'F_ LA MESA, CALIFORNIA 91941 PH: (61,9) 741-9456 F,4X•("619) 664-4291 '•, t OW% SheeL 17 of 31 a 9ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 Contrvctor- IIIIIIII I �III�I%' uiw �MInspector - late 1 J7, J 1 r r it r a•,.� r T t r ���r ,� �',r � r � .�x � • ���.J r SEE SHE T 15 S SEAL: pR4fESs/o / AS SHOD `�' No. 50940 Exp. 9-30-15 yp. 'rift C 1 V i L 4�e�r NIA F OF c ko 6 0 1• r� � r'- s �' PROPOSED 1WROVEMENTS NO T1AY 5 OVANflW W75 Bo PEDL-SIRIAN CURB RAMP (8.3%MAX SLOPE 2 MAX X-SLOP£) SDM-115 SE£ DETAILS 6V SHTS 24-26 35 EA 6i LIETECTABL IAC17LE WARNING I/LE (ALL CURB RAMPS) PER SOG-130 SHALL 8E DDARX 6RFY TILE AND CAST IN PLACE. °°°°°°°°°° ` 5 EA 6z 40 RC.C. SIDEWALK, SORSD G-7 2S (�' ] 39,614 SF 63 ENHANCED P.L C. CONCRETE - SF 64 PVMT. (PARKING) 77=5 (MIN .33' AC OVER 0.58' CLASS 11 AGO, BASE) 54, 663 SF PVMT. (DRIVE) TI=6 (MIN.33'AC OVER 1.0'CLASS 11 AGG. BASE) 11,456 SF 166 PLAT. (FIRE LANE) T1=7 (MIN .42' AC OVER 1.0' CL 11 AGG. BASE) ':i_ 128,160 SF 9517 UROSSA10NT SIDWIMIT DRIVE LA MESA, CALIFORiVIA 91941 PIT: (619) 741-9456 FAX•(619) 664-4291 TY OF r DEPARMENT OF PUBLIC WORKS r CONS7RUVION RECORD rr r 1 » .III _ �►� I � y 1 ++ 3 1: II r r r i 7. \ Plans Prepared No,50940 ! R. C. E No.50940 Y R` PROPOSED EMPROVEMENTS Aa &CSCWWN DIM 9OAArnLEs MIS so pEDE57RIAN CURB RAMP IIII MAX ,ZQPE, 2X MAX X-gDPE) SnM-115 SEE DETAILS ON SHTS 24-26 35 EA 61 DETECTABLEE TAC7LE WARNING T71E TALL CURB RAMPS) PER SDG-130 SHALL BE l ARK GREY 77LE AND CA$T IN PLACE. 0 o°o°a°a° 35 EA 62 40 P.C.C. SIDEWALK, SDRSO G-7 C 26 39,614 SF 63 ENHANCED RC.0.. CONCRETE" - SF 64 PVMT. (PARKING) 77=5 (MIN .33' AC OVER 0.56' CLASS if AGG. BASE) 54,663 SF 69 PVMT (DRIW) 77=6 (MIN .33' AC OVER %D' CLASS 11 AGG BASE) 1f, 456 SF 66 PWT (FIRE LANE) If=7 (MIN .42' AC 06R 1, 0' CL 11 AGO. BASE) —IE"` . 4 12 ,160 SF & ` » r �- t i Ir 9517 GR0SSM0iN7,SUAfWT DRIVE IA AIM, CALIFORIV1,4 91941 PH: (619) 741-9456 FAX (619) 664-4291 » /. ► I/1 *+711I �: tITI-1fj "J ! } L Shee 18 of 3P OERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-41JJ contractor .p k Date Completed--,E EEO Y : 4 e + F i m J, No. 50940 Ex , 9-30-3 4ix P \ �fr C1Vi� OF W M=- EEL LU :: Plions k .? i : t Under L. CY r` r M YRECOMMENDED # A ACCEPTED ! ' DIREC70R OF PUBLIC Ir PROPOSED 6 a u kY Na DEBC FAA Sam WAN17W lAW78 PEDESTRIAN CURB RAMP (8.3%MAX SLOPE, 2XMAX X-SLIX'E) SDM-115 f DETAILS ON SHTS 24-26 35 EA sr DETECTABL£/TACNE WARNING 77LE (ALL CURB RAMPS) PER SDG 13D SHALL BE ARK GREY 77LE AND CAST IN PLACE °°°°°°°°°° 35 £A $ 4' P.C.C. SIDEWALK, SDRSD G-7 C 26 J9,614 SF s3 ENHANCED P.C.L. CONCRETE - SF 64 PWT. (PARKING) 77=5 (MIN .33' AC OVER 0.58' CLASS 11 AGG BASE) 54,663 SF s5 PVMT (DRIVE) 17=6 (MIN .33' AC OVER 1.O' CLASS II AGG BASE) 11,456 SF ss PWT (FIRE LANE) T7=7 (MIN .42' AC 0V5R 1.0' CL II AGG BASE) 128,160 SF 9517 GROSS1itIONT SI,NINIIT DRIVE 1,A IyESA, CAI,IFCIRN1.4 91941 PFI: (61,9) 741-9456 FAX.• (619) 664-4291 Rm in 5hee o _ Q d� b 0 Q- O C t Rt�q' _rn � N C�5 O v d: to Inspector i M i, Na, 50940 Exp, 9-30-i1 CiVSb c OF Plans Prepared Under Supervision ff i Date le � RECLOWMAMEENVED . lam'" - �_.. - l ' 9 ACCEPTED *l , l . l' OF PUWIC WORKS10Y. L.' .!} ' Sy s RAUT7 N TLlf WAM r.ra li MIIGAVJJ��� 111' i • s//' m 5heet2J oL31 '001ROSION AND SEDWNT CONTROL NOTES •r t r ..* t r: r /F n>,* #111 r r # 1 ... / / ".. ♦ / �«:.. is n ;:y . R r r / r• ' �*� n J'MANIIIII / 9ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 I Rrr.•faf,�rr jrL� ors �rlr, rrrn Inspector DE57L 77NG BA57NS SHALL BE SIZED A COWDING CONSTRUC17ON PERMIT (3600 CUBIC FEET OF STORAGE PER ACRE Of - DIS7ZIRRED DOES NOTREOUIRE , t UNDER WATER SHALL BE R1 7ERED AND DRAINED FROM BASINS W INN 72 HOURS / T HE t• PERMANENT DOAV DRAINS INSTALLED. EROSION AND SEDIMENT 0087ROLS ARE + # > # ON ALL EXPOSED # HAS BEEN ESTABLISHED t/ r *' LANDSCAPINGV MUST BE IN PLACE « TO THE ISSUANCE OF OF •• t S 7A 67NG A REA S 9 YA L L BE ES TA St ISHED, PORTABLE# t AND */ R'S' SHALL BE STOREDr; ALL .. * / ALKS ^ r AND r J SHALL HA ff SECONDARY CONTAINMENT OF SOIL SYALL BE 00f ' 57OCKPILES SHALL BE COWRED PRIOR 70 A FORECAS70 s, ,«. n. n ,:: GRA y ' / /r IISCHARGES 15 IMPOUNDED >,, P011 WA TER-00 NOT EN7ER'SHALL BE POSTER NO 0867RUC, n , r r, fry ,�•. r r r r h WV POST 'NOY MAX 7 : k� ` 1UT TRMCNING J J > / Q kPC6kW9NG VER 6R Oft POST 't MAX i swArHri � IN SK TfENCE N01ES I, SILT fFJVCF SHALL 8E PLACED ON SLOPE C011 TO MAXIMIZE fXNC EFFICIENCY ri. rn REMOVE MAXIMUM RECOMMENCED r' SEDIMENTBE 0690970 , STARKIZED. r LA- PLAN VIEW Plans r d Under SuperWslon Of 2 Do • n'r • l WAY PROWDE APPROPRIATE 7RAN00V 8E S)ARIAD MS7RUC716W ENTRANCE AND PUB1C Al Or— WAY 9517 GR?SSrVIOA'T SUA11.111' DR11 L' LA A1ESA, CALJT 0RA1'1A 91941 PH, (619) 741-9456 FAX.-(619) 664-4291 r y w.. 4 ' J 'W10M m Sheet Z2 ®f 31 110� �! 1100 11001090 u; s7dN& 1085 1095. 1095, ! 1080xds4ADE 1085 1090 MSANO GRAW PROPOSM 6° w AC —fc—j -q"AIK 1090 s' lRB f _ 1075 1080 1085s WADE PRWOZO Pd7tY'0511 P.�...v. ALdf I _ AC PRGOi? 0d Gif —PRWM EdSTiNG f,Yl 1085 1070 1075 „' SD By 0#/DFS 1080 57W# DRAIN 1080 SECTION1065 1070 1075 SECTIONSECTION J-J Wff'T 3 f OF PMN Wff T 5 FOR XAN NEW ZE 4W ET T fW PLAN IfLVqF 9VEET 5 1115 1085 1090 ii 1110 1080 1085 BADE . Pmsm A/ y _ WADE 1105 tE CA) t7NdS7f l'ADE 1075 �- a-6W8 — _ 1080 Es�Nc i SI DRAIN EXISTING jj PROPOWPROPOSM , 1100�EZANG� 6RADE I `� 1070 W VNX AC D ` ' 1075 _ M BY O 1095 1065 1070 SECTIONSECTION B-B FOR aN WY SE MEET 3 F Wff ST 9I4ET 6 FW RAN NE7Y SE 9VET 6 1108 1100 1085 1090 SiTNG ra E�sT�c 1095 1080 1085PROPOW 1090 ; 10756 1080; _ 11110G D S6 Al4AIN EX15TTNG 1085 7 URO � 1070 A 1075 .. .. _. AC 1080 I 1065 SECTI 1070 SECTSECTION 1-1 FOR PLAN VIEN SE WTI 4 FOR SHEET E F6R WV 9E SHEET 6 UNDERGROUND SERVICE ALERT BUILDING M E A CALL TOLL FREE APHdCAL SCALE t" = PO' RElyd EIJ FOR COMPLIANCE WH 1-800-422-4133 / 1 1` 777LE 24 DIS4BLED ACCESSIBILITY ONLY 0 10 20 9517 GRCJ.SSyLIUNT S UVIAf'IT DRII�E LA tTBSA, L;ALIF<1RNIA 91941 TWO WORKING DAYS BEFORE YOU DIG PH. (619) 741-94 s6 FAX (619) 664-4291 APPROVED By. CONSTRUCTION RECORD DATE BY RE►?SiONS ACC'D DATE BENCH MARK SCALE SEAL; Designed BY Drawn B1 Checked By Orowing No. QRp�ssJDytr AND I{ANN A J. dfANN _ N &41rAGL DEPARTMENT OF PUBLIC WORKS Contractor — CM7Y O &M. NO. T 1�-81 EL=1028..428 �° � � RECOMMENDED BY � DATE' 9 ; / CITY OF TEMECULA 2 U MASS DISC 1N e ON onto Plans PreparedUnder Supervision Of ACCfF BY `� DA Y� ' ��^" tJAPARTMENTSG .StA1PlYc'AST � NtYY79 IN E711bV MAM1 AND '�"'�'_ � '� � m lnspoctor --- rs N 513'SOVIH 6� AS SHONE �' �o. sas4a N '7s, 3.2'EAsr GrPaE(sr2�53) EAsrD1 a wx�. s-ao-�a Gate / PR IT STAND ONAY AR 7 AND P.P. 1 _ OF PUBW WORKS°r CRX Date Completed 75, 1 LW LINE W N RNf 0 N. & S 41 9� r C; Y t � �`� A N' d KANN R.C.E: No, 47'T09 r 11 posy 1` rH r NfA € o r c �Lt� C. E. Na. :_: _>:: Sheet 23 of 31 illillillill .► 1 T . w r =-- 9ERGROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 Inspector rnri.*rrmTr_srr. mm h "' D "" 1 " 1 r • . + � Y I �r r MEN, 1111 v, .. P r,. r + J S �RpFEss/py9 No.50940 Exp. 9-30-kT 41 pOF C Rt��6 IVY :E)V " r = M r T. E I 45' 4.: I 1 GU R fZOW LIME 1 ml Fa? a Mill, f w In i 11 % X r } + f i ! + r W DIRECTOR PUI x 46279 9517 C3ROSSA110Af7' S�,.A1MIT DRH E LA .ii1;'SA, C,ALIF0XVIA 91941 PH:(619) 741-9456 FA<4:(619) 654-4291 :. . A } r�UMMM15MV7.1rar rr�+ r r Kati I64VWA ?!l i!t tJ��(ISfaI 'lil,7'tC� f t / 1 t 1WAYAPARTMENTS DETAILS 1 s'r i r e Sheet 24 oLtLl_ 6U R ROW LINE i t 60H 60H ( I ` 6AH OW 6 H Q"H a"H ipO4 oo_Q_ t 71 8JX 82a�S Q"H a rl 1.9ax 62OX MAX 3 n„ - \ QAH 4.5' 4.5' 6 _ 6"H ; ! 6AH 6" A4.5' -tdAN 6AH j 6AH ' / , \` / 1 i j 0o AH Q"H A �\ \ i\\ J •` \\ � QAH HT VA i hT YARIES i QAH .'H �_i 60H A QOH _ AH 6 H � 3 S 18' S' aAH 0AH aAH ( 6AH 0AH A 6"y } �� a 6H QAH' 6AH A - �I r(p \ .n 6H, '' - - 60H 6A"' A°',f 60H l " \ A A 60H " OH A j 6PH 45" J ¢5 j 0 1 6AH j 1; QA ®AH A OH 6"H 6"H HOTH SIdiES I OTH SIRES 4' i s i i srH 6AH B iH SraES a HaTH S79 j — QAH QAH -- fQ N VIEW ME SffT 19 0AH I 6AH 1 6AH i i I 4' m PED S71a719 UNDERGROUND SERVICE ALERT BUILDING AND SAFErY M E w"S b CALL TOLL FREE GRAPHICAL SCALE 1" = 10' REVI ED FOR COMPLIANCE WITH 1-800-422-4/33 O t0 20 / / E� DISABLED ACCESSIBILITY ONLY Q1 9517 GROSS,, IO NT S't'Af t f1T DRIVE Es' LA ,,,IESA, CAL1f'0RA'IA 91941 Two WORKING DAYS BEFORE YOU DIG PH: (619) 741-9456 h',4X: (619) 664-4291 APPROVED BY b CONS7NUC770N RECORD DATE BY REWSIONS ACC'D DATE BENCH AMRK SEC Designed fay Drown By Checked By Drowing No. E t SCALE �g©f ESS 10� -`_ _ DEPARTMENT OF PUBLIC WORKS v `r CY2/R7YOFA AM NO T-1-e1 e=102s42S d ANDREW J KANN ANDREW J AANN ZAN N SAVA-6 RECOMMEN00 e4Y .�� DATE' `3/ l® Contractar--_---- �w �,� J. 2 1/2` SASS iIX HY C 24 H of w �o� f"!y P, — SfXli1#AS7 !w NAY 7s /N AND - - —_ Pans Prepared Under Supervision 01 ACCEPTED BY, DA7Ee 9712" gr URSULA ® /f}'j}� tnepecfor - - - r S XV m � ,,r S�' N 6 AS SHONV w Na 5D9407 m 8 �— — / RN L V C� e HNY 79 .12' EAST 6Fcr (OT 24,53) JW' EAS1 Or — Exp. 9-30-1 Date Date Completed —T —� 75581 OV MY EAGNM? Mffibff LAE` TAW AaO t� f 1NC N & 5 _ —1 — r9 p �4 � � �PM J r t 4 4 � �1 ANDRE J. !%ANN R. E No, 47tO9 �31 � fL ® € ---- — SEF MMASS NAM Paw 1' 1x &T NIA Or c k� NG;E No. 50940 ;.i :: DETA L SheeL 25 0Lj1 q NOTES: 1. SY TOP OF 114' FOOT TDW S W6ETA7fD LANDSCAPED AREA 2 SEE STANDARD OW G-1O FOR ONT DETAILS J Ci4MME MAIL BE 520-C-250 6" AC PWT E: aF 2' NFAiM PLANE XONT 12Y -� low -- NOT TO SCALE NOTES: 1. SXA°E TOP OF CURB 114' P& FOOT 70WARDS WarTA LANDSCAPED AREA. 2 1F LAMMACP AREA IS MEMO AS A 917ON FALTUTY SE THE SPEMIC 8I0RUD11770N ZC776W DETAIL X oTNER STIEEi FOR DEEPENING REOUIREElENTS 3. SEE STANDARD DIK 0--10 FCR XNT DETAILS c a A. =RETE SHALL BE 520-0-2 . 6' A.C. PWT 2' KfAXET✓ED 15ID UNLESS NOTEDOffRNZ All T 9f CURB AIDNG C NOT TO SCALE �✓ 1 9ERCROUND SERVICE ALERT CALL TOLL FREE 1-800-422-4133 CONSMUCTTON RECORD DATE BY Contractor --- Inspector - Date Completed - Mimi Y `�� t• � M :f .J . STD ' 1 f ♦ ♦ I-t ! Y r 4� 3 . ;. E � 6 2m HEMMED PLANE �OiNT _- EWRY 5' o c J r t PROPOSEDPROPOSEDpa, BROWTai PROP05M RET G !FALL GRIND M PIPE .W TTI NMI 8ROMMi PwT �- qa DRAW IX WN SL 2° " PIPE TO PCC BROWDITCH DETAILI 6' am � 6MOMS 6' RADIUS NO, 1212 LOKR 5ECTI 2o' mhv. GRIND Aw O LAY p-AR JNTN STAtCOATJ (PA wkvvT o LAY TT1/LY(NEZ O.I' MIN. A.C. OR AS CTED) j�SA19C'UT LIMITS OF EXIST. A.C. PWT Yy�b� YMIU .r xu ISM 9517GROSS110AV SL',Af.AfI1'DR1VL' 1,A AfFS.4, CALIFORNIA 91941 AH: (619) 741-9456 FAX (619) 664 4?91 APPROVED RY ��vo� CITY OF TEMECULA DEPARMENr OF PURUC WORKS P 11® 7NivAPARTMENTS PY 29 JI - PARCEL ..' DETAILS Manhole frame A and cover sea moving M-2 Goly. steel r #13 (#4} j®1 around opening angle 152n i bl 305mm I Transition to normal continuous and (6" 1 curb height in 3m protection bar. (10') on both sides See St(10'} on both sides See Std.Dwg,- iwn when occurs unless otherwise D-12 Ma or s noted#13 152mm� � See nuke 7 r r 7'_ Optional c E f construction } a,E ju jaiAi 152mm .v _J l6) min above _ -- -!02mm - - Curb Line #130303mm 305mm (V) invert (4"radius} --- 1(25mmm �6"} � �57mmj T � tawardS outlet. - - T . - -152mm (6 6 B Edge of Gutter SECTION B-B PLAN #13 (#4)0304mm (12') Curb Une L - Length shown on plans #13 (#4)0152mm {6") Slope to match existing curb profile j nt or as shown on dons tip'' _ Y -3-#13 (#4) Y+254mm otherwise �r E _^ l on e t n \ \ (Y+101 51 ram r-shown , maa a9t� 152mm ( ")�76mm (165°2}m (3i air. I -- (typical \ ~--`181mm (7-1/2') �� #13� 305mm �(1') both 4-#13 (#4) around pipe w I• (#4)i I ._.0 Optional } E sides) / E.. '� construction joint Rounded pipe end �`""� 152mm (6"1 min N . see drawing D-6i Optional l �® above inve construction joint 3p D L p - Slope floor 12:1 ,r-Elev. shown 152mm (6� min I I towards Di / on ins autfst above irtvet xp) T y - �{ �' 12:1 . , , T i Y is determined by pipe size- T " _ Optional -; canstntctan 1.22m (4') min., 2.44m (8') max. t- -30 o tar {rya) �--i7.22m (4') T bbai 152mm {6� min above invert NOTES SECTION C-C �- X -_ __� T 1. See Standard Drawings D-11A, D-118 & D-12 for additional notes and details. SECTION A -A 2. Types are designated as follows: (no wing)B, (one wing)8-1, (two wings)B-2. 3. Maintain 38mm (1-1/21 clear spacing between reinforcing and surface unless otherwise now. ^-�- 4, Steps shall be installed when V exceeds 1.22m (4') . See Standard Drawing D-I IA for details. 5. Concrete gutter to match adjacent gutters. ; 88� gmm 6. An expansion joint shall be placed at the ends of the inlet where the curb is to adjoin, T Provide 6mm (1/41 tooled groove in top slab in line with bock of adjacent curb. 8. Surface of top slab to match sidewalk finish and slope,----- 9. Maintain 38mm (1-1/2") clear spacing between reinforcing and surface unless otherwise noted. ("'----- 10. if required by local agency, extend top slab steel reinforcement 305mm (12") into adjacent sidewalk. LEGEND ON PLANS 11. Elevations shall be shown on plans where indicated by '0' symbol. 12. Per local agency reqquirements, dimension 'X" shall match adjacent sidewalk, but sholi not be less than 1.37m (4.5 ). Revison Ty Approved TDote REC01IMENDEa BY TK SAN area SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS aaMMInEE Revision 8 roved QRIGIPIAi. Kerahovai t2 5 -' -PEK,1 Ke oval Add Metric T. Stanton 03/03 3/011W73 Add Mskric T Stanton Reformatetl T. Stanton C4JD6 CURB INLET - TYPE B C Irperson A.C.E. 19246 Date Reformatted T. Stanton Edited T. Stanton 02/as DRAWING a_+� rnited T, Stanton _ NUMBER August 2009 j Vertical reinforcing #13 (#44) a 0 457mm (18") max, for y horizontal reinforcing, see 1 table on page D-11B. -�-1 38mm {1-1/2"} Ciearaneo, T� T 13mm {2"} Typical--{ TYPICAL BOX SECTION s, ti. 254mm (10") 102mm (4" W,.,_,.--_ I_.-356mm {i4"} of Approved steel reinforced i y polypropylene step '1� STEP DETAIL NOTES 1. Concrete shall be 332kg/M-C-22-Mpa (560-C-3250) unless otherwise noted. 2. Reinforcing steel shoii com*ly with this drawing unless otherwise specified. 3. Reinforcing steel shall be intermediate grade deformed bars conforming to latest ASTM specifications. 4. Bends shall be in accordance with latest ACI code. 5. Minimum splice length for reinforcing shall be 30 diameters. 6. Floor shall have a woad trowel finish and, except where used as junction boxes, shall have a minimum ! slope of 1:12 toward the outlet, 7. Depth V is measured from the top of the structure to the flowline of the box. 8. Wall thickness and reinforcing steel required may be decreased in accordance with Louie above. 9, Wall thickness sholl be stepped on the outside of the box. 10, When the structure depth V exceeds 1.21m (4'), steps shall be cast into the wail at 381mm 05") intervals from 381mm (15") above floor to within 305mm (12") of top of structure. Where possible place steps in wall without pipe opening, otherwise over opening of smallest diameter. 11, Alternate step may be an approved steel reinforced polypropylene step. 12, Upon approval of the Agency and the Engineer, as defined by Section 67D3 of the Business and Professions Code, the use of precast storm structures is acceptable as on alternate to cast -in -place. Precast units shall conform to ASTM standards and be manufactured in a permanent facility designed for that purpose. 13, Dimension "T" shall be a minimum of 152mm (6"). 74. Typical reinforcement lap shall be 30 times the bar diameter minimum. I Revision By roved Data RECOMMENDED BY rile. SAN DIEGO oeaxua Iterahevol 125 SAN DiiEGO REGIONAL STANDARD DRAWING REdoNAI. STANDARDS ODDRATfEE ;;To ". T. Stanton 03/03 �7 t,.�r� /'+ {'' (}1 `'7'p Reformatted T, Stanton 04/05 INLETS AND CLEANOU I J irparsan R.c..E, 1&246 Date Fditad T. Starnan a2/aa NOTES AND DETAILS DRAINING D-1 �A NUMBER August 2009 CONSTRUCTION RECORD DATE BY Contractor _ Inspector Date Completed - --- i-- A 152mm r pipe is Cd4) Mersin 2') oath I %I 4 #13 (#4) 0 305mm (12') both ways [!==-rJ i 1 i i #13 (#4)@ 3D5mm (12') both `ways-s --013 (#4)0 305mm (12') both ways E c 12.1 j L2'-11") SmgeiG-t 1.52m (5} Double G-2 NOTES 1, See Standard Drawing 0-11A & D-118 for additional notes and details. 2. When V exceeds L22m (4'), stops shall be installed. See Standard Drawing 0-11A for details. 3, Maintain 38mm (1-1/21 clear spacing between reinforcing and surface. 4. Increase in allowable depth subject to approval by Agency. 5. Section A -A shows 3 sizes and shall not imply that an interior wall is to be built for the structures with with double or triple frame and grata, 6, Exposed snips of concrete stall be rounded with radius of 13mm (1/2"). 7. Designate types as follows: Single G-1, Double G-2 and Triple G-3. 8. Only end bearing grates shall be used. See Sad, Drawing D-15, Far frame and prole details, see 152mm (6`) dwgs, D-13, D-15. Rounded pipe ends �-See drawing D-61 D ., _ 8ev shown an plans SAN DIEGO REGIONAL STANDARD DRAWING CATCH BASIN - TYPE G �.n14. r\ s =+r p r I# .r r ,N ♦ "r t OMMENDED 9Y 114E SAN DIED iO'A. STANDARDS COMMITTEE i� 31t:tt�ad3 'person RGE. i92§6 Date RAtWNG D_8 UMBER August 2009 2-013 44) bars 03 (#4) Baps placed diagonally--.,,,� A LU2 #13 (#4) W 203mm {e"j both ways Bend Dawn 381mm (151 (TYP)- PLAN I TYPE PIPE DIAMETER (D1) X Y Z A 4 up to 991mm (39') 1,22m 4'} 1,22m 4') 1.83m {6'} A 5 f,im (42") to 1.22m (48) 1,52m 5' 1.22m 4° 1.83m (W) A 6 1ZOrn (51") to 1.50m (60') 1,83m {6'3 3.22m (4' _7-83m, ' J2.13m A 7 1.6Qm 63`) to 1.8Dm 72" 2,t3m 7' L22m 4' 7' A 8 1.90m (75") to 2.13m (84") 2,44m 8') 9.22m (4') 2.44m 8') 51 man (2 Bend Down_ 381mm (i5") (TYP)E ` n ca J Diagonal Bars JZ " 2413 (#4) bars ----- Elov. shown on plans - -- Manhole Erome and Cover 127mm see Standard Drawing M-3 (5") ' �,-,-'-- For step details, see Standard Drawing D-I IA 914m 4-#13 (#4) Around pipe 'I DEnd 'ire Ends " �'-' 0ggt__iood! gVstruction joint t52mm C,u') min above Siirrt a. Slope floor 12:1 /"-towards Gullet NOTES SECTION A -A L See Sttandard Drawing D-11 & D-11B for additional notes and details. 2. Concrete base shall be 332kg/M4-C-22Mpo (560-C-3250 3. AI precast components shall be rsfnfaraErd h 6mm (1J}4") diameter steel, wound spirally an 102mm (4 contem 4. All joints shall be set In Class C mortar. 5. Maintain 38mm (t-1/2') clear spacing between reinforcing and surface unless a(hemilee noted. 6. Exposed edges of concrete shall be rourded with a radius of 13mm (1/21. 7. Manhole cover to be designated 'Storm 8. Table a hcable only to 'in-Gne' designs, Modifications to " dimension required if pipe (D2) exceeds 991mm (39"). LEGEND ON PLANS Revsion D A roved Oved Dote SAN DIEGO REGIONAL STANDARD DRAWING REix3MMERDEa By THE SAN DSao REGIONAL STANDARDS COMMITTEE ORIGINAL Ker 12 5 Acid Mdtnc T. Stanton 03/03 &-t4'M1/ .3fali3 Re?ormaCad T. staown o4Jas NORM DRAIN CLEANOUT - TYPE A a 4n+ernan R.c.E. 19246 gate Edted T. Stontorn 02/09 DRAWING D-- NUM August 2009 102mm (4") X 102mm (3'1 X 10mm (3/8") e a E c 6.35mm (1 4") n m E 6 g, 3o a i is v --13mm (1/2`) 0 Anchor bar F tm (3') G.c, max. E q �- 4 Protection bar d 2 -13mm (t/2") Road;" 76mm (3°) Radius E on a 25mmO (1"e) Support Bolt rib b d' a � d 152mm -a 305mm (6" - i 2") NOTES 1. Face angle shall be cast into structure= continuous for the full length "L", 2. Al exposed metal parts shall be hot -dipped galvanized after fabrication. 3. When curb inlet opening height (N) exceeds 152mm (6"), 203mm (8") for City of Son Diego, install 25mmo (1"0) steel protection bar. Steel protection bar shelf be embedded 8" into curb inlet. 4. Install additional bars at 69mm (3-1/2") clear spacing above first bar when opening exceeds 406mm (16"). 5. When curb inlet opening length exceeds 2.44m (8') install 25mmd (1"0) steel support bolts, spaced at not more than 1.52m (5') o.c, Vision D A To Date RECOMMENDED BY THE SAN DIEM SAN D:EGC REGIONAL STANDARD DRAVYING RE�AI, STANDARDS COMMITTEE GINAL S4srchovai 2 5 Metda T, Stanton 03/0$ �- dr4s.% 31011 �a ed S Aar D4Jaa CURB INLET OPENING c a�mn RCE, 19246 Date m T, stantm a2 as DRAWING D_ I NUMBER August 2009 Mons ipnpaned Under Supervision yt l i A 13 (#4) bars placed diagonally TYPE PIPE DI METER (01) X Y 2 B 5 up to 1.30m (510 1.53m 5' L22m 4') 1.53m 5' B 6 1.37m (54") to 1.52m (60") i.83m 6" 1.22m C 9.83m 6' B 7 S.66m (63") to 1.80m (69") 2.13m (7') 7.22m 4' 2.S3m (7') B 8 1.83m (72) to 2.10m (81) 2.44m 8' 7.22m 4` 2.44m 8' B 9 2.13m (84") to 2.30m (90") 2.74m (9') 1,22m 4° 2.74m 9' NOTES Manhole frame and - cover see Std. Dwg, f.Sea Standard Drawing D-11A M-3 &c D-11B for additional notes and details. 2.AII joints shall be set in Class Far step detail, C mortar. see see drawfig- 3,AII precast components shall be reinforced with gram (1/4") diameter steel wound spirally on 102mm (4") Band Down centers. 381 mm (15" , -- 4.MaiMain 38mm (1-1/2") (TYP)----- clear spacing between Rounded pipe _ reinforcing and surface. ends see 5.Concrete base shall be drawing D-61 i 332kg/M'-C-22-Mpa (560-C-3250). Emv. fD2 6,Exposed edges of concrete shown on shall be rounded with a plans, radius of 13mm (1/2"). 7.Manhom cover to be designated "Storm Drain'. 8.7able applicable only to T4` `in -line" designs, Modifications to '`" dimension required if pipe (D2) exceeds 991mm (39'). no 1_22m (4') Dfa 127mm C`. 0 D Lap fTYp) X --- SECTION A -A SAN DIEGO REGIONAL STANDARD DRAWING Add Metric T. Stanton 03/03 Reformatted Stanton 04 as STORM DRAIN CLEANOUT - TYPE B t� E m orb .4-#13 (#4 } around pipe Slope floor 12:1 towards outlet rM L2KEGA ENGINEERING CONSULTANTS 9517 GROSSAlONT SC/MM1T URIV7_,- LA ,VITSA, C7ALIF0RNIA 91941 PH(619) 741-9456 f'AX`(61,9) 664-4291 s o REWEWED r< COMPLIANCE ♦ , D► OF TEMECULA DEPARTMENT OF PUBLIC WORKS 7-r ­,J A440 `K)VWN �-AN DOE, QC1 REGIONAL S f ANK_)AqL� DRAWiNG CONCRETE JOINT DETAILS vorles Back of L_riDck of Esiewolk E 0'ia (5'-O-) Top ViewM G X. rSee note 4,-3oht (typical) I El-Ground Line -11 -1 F_ -1 - - - ZV I I I � E E L_J u Front View WRNULNTIKIIIRK.� �Z*1219 killpsi st rX G-10 note I W II II 152mm post typ. End vierve Location (Both dimension Barricades) shown on 5mr plans _7 �Z I el Ei--7 E FC LGround Long Ground Line to to 117152rnm (6')x 152mm i post typ. 10?mmxl02mn E111(4 x4') 1 post Front View I I E III NOTES SEPARATE BARRICADE 1. Posts to be structural grade redwood or pressure treated (with wood preservative) Douglas Front View Fir, surfaced foul State; class pieces to be Slmm (2)x 203mm (8') select grade Douglas Fir, GUARD surfaced four sides. 2. All expound portions of barricades shall be pointed with two dumb, of white exterior anomal POST over prime cast 3, Connections shall be made with 10mm (3/8") x 152mm (S') galvanized log screws with one (1) woshff each. 4. Reflector sign fastriers to be 10mm (3/8") x 38mm (1 1/2) galvanized log screws. Reflector signs - California Type N. Size 457mm (1a)x4I!57mvm (187 - Yellow with nine (9) LEGEND ON PLANS -83mm (3 1/4) reflectors (center mount). a-IM a. Reflectore, shall be red far use on dead end stroats. In all other costs they shall be yellow. Reflector material shall be plastic or other approved reflactmurad material, Barricade Id. Sign material shall be aluminum alley 6061-TO or 5052-1438, aluminum thickness 1.5mm (0.063*). 5. 1.8re (6') long hot section Mean post per Cathodic Sid. Plan A74-A optional for guard post. Guard Post 'VISION proved Date RECOMMENDED By Tt1E SAN DIEGO SAN DhEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMIATTEE NGfINLAL Kienmemal 12 5 Metric T. storton 103/031 Add R.C.E. " 've x's' T Stanton tGIUARD POST AND BARRICADE 3N DR 0 NUMBER 9 August 2009 CONS7RUC170IN RECORD DATE BY Inspector DateCompleted-- 1.22 cat I Line of Curb See note #6 305 road12') _N wide horsier -8.33% road. Truncated domes See Ste, China. G- 305 road (12") 16 mm 6 mm 19 arm, (1 /4% (1/4 ) DETAIL A 305 mm (12') wide border -Remove & reconstruct pavement as shown on plans to provide 5% max. slope within 1.22 (4') sidewalk limit, NOTES i 1. The removal of existing concrete curb, gutter, sidewalk and pavement for pedestrian romp installation shall comply with Standard Drawing G-11. For construction of Curb Ramps on existing sidewalks, removal of additional sidewalk maybe required to comply with ADA requirements to meet the existing grade. 2. Areas shown thus: I=. shelf have a medium to heavy broom texture finish, perpendicular to the axis of the romp. 3. Areas shown thus: are the minimum required for a complete romp installation and shall be concrete class 520-C-2500. 4. If obstructions such as inlets, utility poles, fire hydrants, etc_ are encountered, the romp locations may be adjusted upon the approval of the Resident Engineer, or Local Agency inspector. 5. The ramp slopes will be measured relative to the sidewalk slope. Adjoining slope beyond ramp shall not exceed 20:1 (5%). 6. Landing cross slope shall be 2.0% max. in both directions. 7. All projects (new construction & alteration), the lower end of 1.22 m (48 In,) width of the ramp shall be flush and free of abrupt changes between the bottom of the ramp and the street pavement surface, 8. There shall be no more than 203.2 mm (8 in.) separation between the face of the curb and any given point on the nearest edge of the truncated domes. vris'10-n _B_yTA­pp_r_o`v'e_d7[_Date SAN DIEGO REGIONAL STANDARD DRAWING RECONMENDED BY THE SAN DIEGO IGINAL M FIEGIONAL ANDARDS COMMITTEE 0395 9-09-aw serf /03 Metric ATE 2/04 6teMet. tiep.rdw R'cE. Ii246 D.t. 04/06 GENERAL NOTES FOR UVI\D DRAWING NUMBER G-32 August 2009 !3i - ------------- - - --- ---------- g" S 6 O'ORI� PROi(,V INLET lHANSTION 41 INLETTRANSITION PROFILE EUDG-11 10 SEAL. ""'ESS" 4� NIA SCALE E S S /I o 4No, 50940 E xq 9_3 9-30-13 ClVI\' NIA Alf OF C Awl 19mm (3/4J radius 11 in both sides 0 I9mm (3/41 Dia. Fick Note- 51 mm(R') X 25mm(il Open Position monk, 3mm (I/W) deb groove in both 1.6mm sides of (an and Order. 3mm ( ;Cc Sam (1/81 fl->' Did. Clear Opening 381mms 1 1 3mm ( Len J 2mm (I 1/4� ilomm E TOP OF FRAME & COVER Letters 25mm (11 high, no other inscription to appear an exposed Surfaces, SECTION THROUGH RIM Warned 23 dp9*d'mIOf cover _?mm(7/8') E 552mr W559am" 22 DID Clear 0 SECTION THROUGH FRAME & COVER IIPT_M13r Machined Surface ,idd l. Lug. both 16mr1 (5/81 R SECTION THROUGH BOTTOM OF COVER RIB AT MID RADIUS NOTES 1. Ensure and cover shag be cost Iran. Cast ;ran shod conform to ASTM 48, Class X FOR MARK 2. Frame and cover for use in non -traffic am only. 3. Weightar From 112 Cover 'kII i�29) - 15kg (33) Itis. Nita (110) IGG. Sewer projects saw� Sturm 0 7 min Projects Storm Drain 4. Imported frames and covers shall have the Gravity of Water Projects Water origin marked in compliance with federal regulditients, -vIsion B Approved Date 9 N DIEGO REGIONAL REOMMENDED NY THE STANDARD DRAWING REC40MAL STANDARDS rA!b& A2MftMl JV7 I Ne"I. T. Stanton 03/03 /-as .61m (24") MANHOLE FRAME AND COVER _g(Qf( jam l...d T. Sica'. -�4 c;�'qnLL erson R.C.E. 19246 Dote LIGHT DUTY DRAWING NUMBER M-2 August 2009 "Un '01? Y"Ur'l I 11401 Lill H 0 :R[4 R()PL ( 4I)`` RAN, ION ICI'ir 101 VIN 2U:0 INLET TRANSITION PROFILE Plans iI Prepared Under Supervision Of 3:= --------_- ------ - - _ ------- ----- surface ,oil 968mm (38 1/8') D 1/2) 0"-� in r E 622mm (24 1/2 3/410 1 E E E I E gurivid, (38 5/81 0 Marvin (241 D� 65 Niens On 975s" {36 3/810 4 _J 102mm "14mm (36') 0 1 ZG' &W (1/41 Merf.4fN41 (4') 660mm (261 H 673MM (26 1/21 0_1 ri a HALF SECTION FRAME & COVER E NOTES E I . Frame and cover shelf be cost Iran. Cost iron 3mm (1/81-1 1tmml 13mm E shall Gramm to ASTM 48, Clan 35B. 2. Weights: Frame 142.4kg 314) - IK61N 5363� lips, Outer Cover 129.3kg 2 lits. Inner Cover 663m; �1 lbsi. 3. Machine all matching surfaces and seats of flame and cover to prevent making, DETAIL 4. Imported Forces and covert shall have the country of Origin marked in compliance With federal regulations. -Pewslon Ty Approved Date SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANI OIQLNA_J - dcrt�' 03/03 Zh And Metric 7. - Stantont.' 03/03 914mm (36") MANHOLE FRAME 4/06 ewed T. Stonto,� 04/06 tX.WPm. Ric AND TWO CONCENTRIC COVERS DRAWING HEAVY DUTY Autumn> Em -A 1 A 2.aA 0 Q11 1-100 &ea aete A*d"4'&Q�EO neo 04*00000 040OR 1 vto'*A 0 14,00 & x`0 0 w0#0*a 6 Ma"'a 0Y Od 'p oo 04'aie*va pas ia *'Vo 0 4�6 0000% dE*6 OP, 4) 0 0 0, 40 fife0 0 0 @ 4 IR §4 00 0 "S 0 0 40 40 11 0 0a 4D A -24' PLAN - TILE C, 4"7 1 10 dv a r� c, lea �o 1 C' 6, o NOIT. t' THE b!F1TCTA8Z1/TAC771E WARNING TILE SHALL 2 � � " 1�o BE DARK GREY COLOR AND CAST IN RACE 0 io\ 0 0 6 C, 0 ­o Fi Z) 0 t2 c or gib v, V, r, 0 o o Ctoo -7 "s- 6@0 � 2 "Isr'" ell IsIvel TIn"I"s I" I'llI, ��' 2, Ft" tr^r, fc" DETAIL I N Ir5 4 -7 02'5' M'r' SECIDON A -A O OF �X' t CITY OF SAN DIEGO - S-TANDARD DRAWING Lai DETECTASMqACTILE WARNING TILE ITRUNCATED DOMES)E#32AWY@dGSDG-130 ") 51011r 17246 5; August 2009 ME WAAk ENGINEERING QUINSULTANTS 9517 GROSSMONT SILVXJIT DRIVF, LA MESA, CALIFORAYA 91941 P11:6619) 1741-9456 FAX:(619) 664-4291 L012,,0426R BUILDING AND SAFETY Q C'utry oF IrEmEcI - - - - - - - - - - - - - - Q Fie PA11-0274-CAMPANULA WAYAPARTMENTS ;vr4A Fie P PY 294JI ARM B DETAILS 142mm 102mm I I E E o E 10mmo (3/8"0) Round Burs A 64mm (2 1/2')x t Omm (3/8') End Bars ssmm {3-1/2} x B Z 10mm (3/8") bare 5mm (3/1$") fillet j weld full depth each 1.02m (Y-4") side on outside bars & every 3rd internal bearing terminal bar, PLAN 3mm 1omm0 (3/B"0) {9j8") Typ, 71m6 Round Bars .',*iv� 64mm (2-1/2") C`` x 1Oman (3/8") 1 End Bars - "' 64mm (2-1/2') -- x 10mm (3/8") End Sara SECTION A SECTION 8 NOTES 1. Hot dip galvanize all parts after fabrication. 2. Dimensions to centerline of bars unless otherwise noted. 3. Not to be used in pedestrian areas. 4. Weight: 90.7kg (200lbs) +/- meyislon uYlAPprovea juate 1 DIEGO REGIONAL. STANDARD DRAWING RECOMMENDED OY r SAN Dceca REGIONAL STANDARDS COMMn`TEE ORIGINAL fSerohevoi2 75SAN Add Mount T. Stanton 03/03 JplJy+pp3 zeta tted T. Stanton 04 as DRAINAGE STRUCTURE GRATE C bperson R.C.E. 19246 Date =d2 d T. Stanton a2 09 DRAMNG D-15 NUMBR August 2009 t , t..:, t.is #is'. r.. K1'4,lt. rs=,Atii'ARCt #3R ft'V'd^NC,, .I. Rg :o- AND q ER - SEPARATE 1vT A Sidewalk cuts per Std. Deg, G-it- B A ®' PLAN o g l _- Gutter 21 SECTION -Pipe to be finished a i'`�- flush with curb. c Optional break line for cuts in existing Curb and gutter, SEC-PON B-8 gomm (3-1/2°) A rnm. g � h54: 1f 150mm (6n) II ryp E SECTION A --A c "a c r � a APPROVED DRAIN PIPE SIZES PIPE SIZE CURB HEIGELF 75mm 3' 150mm 6 to 200mm (8 CURB FACE IDOmon 4° 2Q0mm 8' CURB FACE 150mm (6°) 250mm (10°) CURB FACE NOTES 1, an shall be one continuous length from property line to curb line. 2. Multiple pipes to be set a minimum distance of 0/2 apart. Drain shall not occupy 3. Concrete shall be 308kgJM 3- -C-17 Moo (520-C-2500) the hatched area 4, Pipe shall be Circle, rigid plastic, or approved equal. BLOCK CORNER 5. Coring of existing curb may be used as on alternative. an B raved Qake aECIONAL DEo sy SAN DIEGO REGIONAL STANDARD DRAWING REaoNAt. srAND.vs 1 _ iris T..ctonton 22ZO3 ,worliaams 1 SIDEWALK ^ tt T.Stantart 04f06 .310EYCy�� MattI� UN DERDR AIN PIPE O k ersan R,C.E. 1524e Cate DRAWNG NUMBER D-27 August 2009 i 1 r 3'Iv,_fj„1 Inspector- 5 ` f d Date Comple I a 19mm (3/4") Crushed Pipe O,D. U (8") min, (12") max. . Invert Elevation L102mm (4") Clearance (min) NOTES: 1. For trenching on improved streets see Standard Drawing G-24 or G-25 for resurfacing details. 2. (a) indicates minimum relative compaction, mstan B A roved Date RECOMMENDED By THE Car WEco ctNA Parkinson 2 95 SAN DIEGO REGIONAL GIONAL STANDARD DRAWING RECIOrAL STANDARDS COMMIME Mwk ?. Stanton 03/03 f/it> gf911 R orriatted T. Stanton 04 as PIPE BEDDING AND TRENCH BACKFILL srean R.C.E. 1a24a Date FOR STORM DRAINS DRAs�NG NUMBER D-60 August 2009 oar: I['::=. .__.._.:.:- , :.,¢ SAN., D!EGO REt;rw`C9.AL mTANLtA(4k 1RAWINC_. t :a IAA, - TYPICAL SECTIONS r �• , r f ♦ F ! t "j ve NUMBER 152mm 305mm (12"} 610mm (24'min) (6"j Gj I E PAv r a 305mm E �— (121 762mm (30`) min c � N 0 '- __ -- 1 . E 1 Cut Slope w a E Gut Slope NT " 3"279Mg/M4-C-14-Mpo (470-C-2000) Bottom may be concrete or 76mm {3") 17 Mpa (2500psi}, rounded at the option air placed Concrete with of the contractor, -- Wmm (1-1/2') x 36mm (1-1/21 TYPE A 17 gage stucco netting. TYPE B BROW DITCH �i rot 01 01 p 1610mm 152mm a ' 610mm 152mm m I(21mI 1,42m (5') min (61 �_ ; (2)min, 914mm (3') min {61 �I min I \-Cut or Fill Slope - L-Cut or Fill slope Bottom may be rounded at -3° 470-0-2000 concrete or the option of the contractor.— 3" 2500 psi, air laced Concrete / with 38mm (1 112')x38mm (1-1/2°)—/ TYPE C 17 gage stucco netting, TERRACE DITCH NOTES 1. Longitudinal slope of lined ditch shall be lib minimum. 2. Over slope down ditches shall employ 152mm (61 thickened edge motion at both sides of ditch. Revision B A roved Lute SAN DIEGO REGIONAL, STANDARD DRAWING DE91IN6L — Xmbhmoal LZM Add Matra I T. Stanton 03/03 Ravioead -I— T. Stant®n 24/0a DRAINAGE DITCHES ktOZE'1. RECOMMENDED i #4q WO�. _ ACCEPTED BY-, R.C.E No. LaCU*#J 37ot187G+9 fR,C.E.ts2As Date D-75 August 2009 _ _ L Y:Nk^ lC Et tW i 1 SA;'t $.rTEG49 ,�f �xt#«P:rx3- ST,�R�F,t.h�Eis C%Ttdt'ary�.><,. r_+.,m t •: _.i SIDEWALK JOINT LOCATIONS I at rti . ENGINEERINGT 'i 9517 GROS�SIIONT S UMh117' DRI I'E L,4 MESA, CALIFORMA 91941 PH: (619) 741-9456 FAQ: (619) 664-4291 sw4 BUILDING AND SAFE v„ /I07t.r3.'T5It'" ° e; E, z *Aw t t r is t} "' rA1°'T-r- e7r raa" s ..__,.. _ rry B :^ nfr t `ir a'E lr+ ,n-IT i 1, ,+A,'CC `SIf ".r RC' .. Aid, I "9 IT PE f 3, _. 1...,>.,...,,.». i ; r ..,. € dUr7 'i TIC Ad s `AM L 3G t{,p#`3IL5; §iCL .1 t=gis� Till=3hu td,1Fa4P t,Adrt tt§l!s,:fa4i'i y s .__sde� $ J.._ i !ri-t•" ,qu cai.; s ...tt _ F, ..-, .._ , ,3 !ttr'c "P„# 3'd"hrilXn. i 7/1 6I^r1 Slope UNime ;y'dp - IT' r 2s € 610mm (2' �) Level Surcharge 305mm 'vehird Traffic) , G �,.S i;5o(' wP>~ia M, C Fxl: #."1. 3 i + 1,_O,! 25.4mml ail t`.,, ft t?t.N-Lii,der.. u s 51mm t1") Chamfer--\\ ttkk .__ /" v C5m0m r'�—Chamfer ( 1 : - ,. 'SP5 { v,'Ggfub IM, AnL a l Dy C rd - evel Surface ._ r ,._. ........_ .. ,__ ,rr " ,. L A�. '-I 1 U 3t}!;,L,f P AND ._Ir i(„�„T.Kh1i ,,,cr! ...,,...->. 3 / L �-. -�.—.�.= _.._ ,._...._-.-4 .- ; , , . : r , .-.� it ' .e , ,Rk p - r,. skti 3 mr _ Chamf _. __ . - / i, f; ,".,_ 1 f.k::: AS S_a+`r_ ,€a:.'.L (U50,.) x 3 �', 9 I There shall be no c ; 1 i 1 c / PANa' - ! c loadings extending above top of wail ......_...,, __. t=i.'! : .c: v�' zl E,^ 1.'Er-� within a distance F ?v .F t 4 E^� =fV !<. ,.;: s s, -i ,... k c: :n f I, k „_ s. t,,:. tt 4 ,.,_:.'. 'l,s, _vr . E„„_ k. .'a .,L;r' Ei.`il`i i1t:@,ff`'. i .y a> cs into _o Neigh{ o a t rf rtASr c..rd 1 p _. _. .._ x all n,' .8 i e wail. I ,Tj`' Eq,Ua S ' 7 4 R, S hr4:.}, ya'n z1a !-305rnm 1 _ ,an --_.._ .._.__.. ...., ,...._... #. .__. ...____.__, ..._,-_....__ i `lire° iz t't(Frwr , ;1, ¢1C T T�i # U �,Si 'i-r4'L U :x' -I _., (1,-C::Y ruin. i + n Reed ,• >i•`79t .:rsu4E'srl asr #w rtt 'r a~ 9 FLtA3 . ) d TYPE -A WALL r0 T( nix nts (Applicable or oi} types- - to � St 3 {n'� iREti able, ..,__ t ii, -' ;,. ,. ..'..:' _ 7; ngaLMAII r v,n:.3L Of loutlAk ^sir r:^L P`I-i,.i- _Li*+_'�' ,. ei .4;.- ,a_!+. ,':.0 of bnckf!t loadings+ Nf2+254mm (i0"{ A , a µA rlera c> I !t TYPE-8 WALL TYPE-( WALL t:' ' ,p;,raT, ; Afi ip S G p i. k"Yf 4 {.44 7 C"n. k . ., k. {`yodr ra.A: s ..,. .. fb sk „Ay rE . P +, f, y _-.c s ; t s wit, ',�, i i r,MBAIA)i ..+,,. rFW, ^, i'Mfrild APa .k ,Yfs'eE'. 'x it "7P 4 iplffolel € ^,"C. I Expansion oinf @ 9.14m - i. , x}..: + .. ) { , ,. °T. 1 roa inished� Ground Line i, i.[ i _ sn ,,aA !C rrAtt RAMP r ii i IN itlr Daft( OA < T'•r. AYya 'IJN L :F �; 1,30`-0")± centers -� : >4CNCi4't. ^- I i rin •", £TANI I IL..xFFftii' `� - + tric x irl(T > " : i #'s SiiaLi r t rr s r ' 4 ', �f ..' , rr'A _ andfor CAD each step. 4 P11A13La ILIBSIUN di li, SRIkNO t40 iA£ IB ILD i H or, * { N Sr_.. riA't#t' j ,;, - ai;,� V' r`rl1 Ar r-2,i 0t ran 11 i" dkA E` lilt FJ ti',a s't9,iFFd 11 s �k AA.. ri i 1 s ;.. i;um4lo", N 1-IF If:- N T3- NrPKIF „Hr: fa 24As FIE EY2N4,,'4.0 ..hA„_`['7.. Ep,...,---.'�'! t ,N er rsra Lfl c, I"") E 4. cir Pat b e 3�-cam `--Level Reference Ene xt E47dd13rAAF <t yy fr kl 96iN, [� t2JAt T3 r s F ik'L I ill e{' P c i ol.- � i e i r s J„ a : i F t r g 7 FtC ns HA NFsn a ' a N- i . ,f AS. I TUrt Er t'" THE FLvC€' +iri ry ._'.. -;p, :",,,. ELEVATION - ),ppl; =e;q I 1 as s.)�.:,.'•- ." { 4v ,,,uit:#Fd TFA ti aa`A A, v}tv s ' C. Ii.° b'r"'ei"1hd i1P h'E r )HE '=F7Vi!pA ri Lt sPeIF tat IN •». i'S:'-ii {ML _,F.':r; e,. §t iF,.r-, j WAL1. — HEIGHT CONCRETE--__� iVl - ., YL n 7 t at I SIG iT ---- BASE.--- , ih: y,ji l "ACi4 Lt {.s,Y"t !Aw =.,f' +,r rm3 I iYPE CU M - CF/F i .„ ! E•rFa F .:` c4,`_, ., F,,a,Y;,:ti3 +,1 Lk azr -rCTl ,. ."_" __ ;.', s , i cli : . ,.,ay ;.`i:, ;x L[ z!• ':'aa fs , "R_'.td. dNt i Si 't.- ':` i5 ! n :`n 4 e+d 4't$ix r r4r! 41: Y{,} .,; {, , ` {ta y„fi;}' ... - 1 457mm fi 6-) 305mm (1'__0,,, .042 cu m 1.50 cu ft. Six", ?A pt`S. "d 3'h, t.'7Ind i rzA.i "'` -z :r'V! 7 4'1P iiRi E v! .5 'Si.o Fh:,r Tic A '� —. t, AT ,::.,:.ff. t .xa+!(tel ..i,,T,.: CT` a+,x i4„'t. Nt ur.,#`•_ ...,_. _ € '.'% r;t,T, ^,. rr 5w`` t!T,. `"fir,". ,eo'r1...,. ,..,S.a7R ?FN'a C .,rPa.,.,n ,..P+ r., .a1TtFrC:.f?h:ftk. E filOmm (2 0) 365mm {,, `_0„ .Q.57 cum !2,00 cu Tt) .. .._ _ v ( F r,&. �P<Lr`i" LI C °3rEt YLslty I ;_.n, s^-:tr ....... .. x . ; 9lutnm (3 eL1_ mm t2_— 1.4? au m f4.99 cu ft.�_ _, .. .., _,..-_..- __... ___ _. _,., . _ ._.'.i- 11 Wily-.e">x s ! In %' U_6..,! 5h4 Ua eHALi Ed I-_ .tFa 'S'-14MF CH +� fi i;. :+v e j (4'-0") 864mm (2_-10" .217 cu an 7.66 cu ft.) ... 1, 2. i ..,'„ i 1 A st _ f.$. _ ,' {.IX N rilSrB i H - ;, , .. _ __.,,, f �' 52m�5'- 02m i3'- —308 cu m (16.82 cu ft.) j (. t ..mot r,.....,._�.__.______._..... _._. ;„ __..__„_ _ _.- S ' � '" a '�> ;'; >+! 9'..':>MA4 Fw AH. ,L teal TLi.A +s :._! ah !rd fhWL t iJ) t t-+l Fi?osEu. C•^ !dD � � 1.83m 6-4" t17m - 4' .410 cu m (14.49 au ft. {.. __... FUSAp ly i.h AX 4,r 'zs a „i ap sti -_ �' _ _ .._. _.- � ! 914mr�3-� q+ 1 _..,...�,..., ._...:�_. T.,.._ "" 4t"t td ! ?. ,! .n �t CC E17 "? _ 1:^..4�: °,.T ':^i ;.7t.nP __�_ �Y-..' eI ACC shin Tit' f'a�i}!L a E: rd11Nik`,-.: Y' x FY#tat.' �.'l! it SStc rt`>Y'1' 3,,t@t",ate i 22m (q'_p°� 157rnm 1 6 06 u m _.7. cu f�. . ! C S10mm (2'-0" .170 cu m '6.00 cu t. i i ) i ',.,• ', .. .' ...._ .#. }i1 PP Aril. A. r= i, -vr .p M1,52m (5,-0„) 762mm &" .248 cu m 5.75 cu ft. tat r. "�: FI 5sz" a !w `1€ FvA. ! !a Ann I71,ST4 dLl Cd Tit 2'_ F A{ P afi"`A i k 1 f; TIRE f i:a,e f ,1- A- 4 t :m1E( D IAN }fit L i u,.`Hi i I 1.83m (6'`0") 9 i 4mm 3�-0„ .340 cum 12. A _ V l ! Av c I ( r r'vUryLi 00 cu ft. i xi.-t+ } 1 reA 4P - r R At wS F ti s='t9 U{#n:A fief Sin itCu,iYrr, "lutfi_ka i. G`iJ tis"' t 5 X. ; NOTE; { = SA I, kkP:'i tF".3+t., fhi.;eE".. _ SNL; 7;::fJ E a A... _ F.-F,xd 4 ^ _ . Fl-A l l 4 i tl `t.s:....fvi ! k ,cn-4"i ni, .r`4J:. i '� ? G.,:,•;.t, r .!,,. i F7t" AxSA'.=. _? :" =i k:. 6.: r.. t1yA,4 See Standard Drawings C-10 for Section A -A, notes and details. _ Revision B t.s... ., T Y- .. ...., r --- _.A-"---io—n . .STANDARDS iAUR�DS4F�EC64,RAIL -�- ENDED ... od O3M(uPi7T1?2E-0S nnsv DE SATDiliRONA,J7,NFARv �iiVNC PY"hexl '295 Aar ^zifc c .Ft . 1F�,h - atLE.A.A4a., lG�AViTY RE AINlNG WALLSn 924E nt A, L0- 3 C .1 qy } t or a c to ,A{l . DRAW , NUMBER Iniv:PEDESTRIAN ppM(AND q p$q j� �P $�d PX#Y/p3RAMP AND _...- Au ust 2009PROTECTIVE #AlilhPROTECTIVE RAILINGD -11 PPOtECTIVE RAILINGSOM-115 i i A=y Ste_. k e,_W_WMN PARK, t 'A.. �,..... }J E'Ai 3 v >._..�. _ w... Lk EN + i :t A7h re,'.,.`-•{ a tt, .-7'L i LY t, t41n 4?� ' stt On'E' r i f 4r vsy, t.. Fs i PIC. ADS AT f�d' .� !�ti^}�A L�l-_.,--IAii\OaJ`ie`�._.a r P r'TM HANDRAIL s_ V e c m a - it i o5 ,-r; ljrrR rU IN „ + ! 1CA4 ( E bo- it 3 E }.A.t t Illy_FNi ,. ....e PIPE -? AND RA s_ _A c- v ' I _ rs 7 i Qt C ,'ViN , .... a 3i:. IvCrA€ * C i={.t r1n s. ... tPEDESTRIAN PROTECTIVE STAIR HANDRAIL a 1R � YYa S & [3t de ues 4. sS J E t S -1I s ` r� `.: 13 s"Y Y c' -, E1 r IJIA 1 r'i- t QJN is, ka 'trYa i k:2 t tt 4clTl ii wVi,AP 0 1 .,: _4,�#,I ri 4 .f .n { ' 401' F> ihDG vp1 -. a , � 3G:-(-5< tet+,.?h` -IF ( 34 i s.R s „_._.. s ._�_._._F,.,,. .....__..:..:.. fed r * sif till pd, i E l , �_.. t`y9 'tii2'i 0,F7AIIJ I ?t L l t ! f i Mil. (n c ^v n nr . i eEsiJ,k .A,°.aa. IT 'y a in Ewa tak �, re aYa > f A T i r'r u .,r,, bVi f"a,., .,t,, t+ it A l <srs- ems . At i10R11-ILA t i ARl)R+AR v;'1,..ts, I t,.PER a k.L tit A3 TC 8E IF -nS.d du{„ { p AMU Ti _. 011 ri?vi, ;V`Irri u t LkN IN "M r L Cli T ? i iLi YNIi *t jilt, es„ 3'`.i` AHO"L r E, 1-I ciP i _ k pi, !di .. ^ 11- V 1. 3t J 3t L a PEDESTRIAN .OTEC `IVE RAILING a STAIR HANDRAIL�.��. S «11 CONSMUCi RECORD nicontractoc__, inspector — Date mpl .t f T t Y J ' s m -,. < .,..t ..,. g. �.r,t. _, s.+ :=; f a vi ;" nf9 6, "brJ `li( ii N Ai[,_ : .}:f:.z'. s0r,';4..1"; a sn p,.A 3 .A:TpC L�Et T,'-,F.�3L.n rilp -RAP" !x;>,C. A< A, sit vn .Yi X.t ••Ah tYA -• ••�•,. t Y f Designed ♦ Y A#DRf' } , E I ri PEDESTRIAN PROTECTIVE RAILING STAIR HANDRAIL RAIL rti `<U r CONCRETE s---- Top extension if specified Y — Concrete s.tal! be 332 kgfhrf -C 22Upa (560-C-3250) - �-Filler Material: 25.4mm (1") DESIGN CONDITIONS '"A'>;.o`a`"tjl max, crushed aggregate 113 cu 'M'a1ls are to be used for the loading l.'Arn (4 cu. ft.) min at etch drain. candtions shown for each type wall, Design N may be xceeded by six a;;,..t 702 mm (4") din. drains with inches before going to next size, 6.35mm (1/4") gaivwire rues!, DESIGN DATAscreen., 203mm (8") above outside ground surface, slope 13mm (1/2") Fc = 8.3 Mad {1200 psi) per ft. Locate drains 0 4.6m r'a 2C.7 Meg 13000 psi) (15'-0") center to center or as Earth = 1922 kg/cu an (120 pcf) directed by the Engineer. and equNall nt flu'd pressure = 176 kg/sq TYPICAL DRAINAGE ni (36 pef') per 305mm (foot) of height WHEN H IS CREAIER Mails shown for 3 1/2 1 umimited sloping THAN t22m (4`-1 suchcrge are designed "n accordance with Rankine s Formula U,- !Hula `or unlimited in sla g i3mm (7/2") expansion joint, `. i!I with premolded surcharge with 0 = 33' 13m (42')p expansion joint fitter. ;Locate joints at approx. Note:. Maximum toe pressure under wait 9.14nn (SO'-0") centers or as directed by the `outing = 143.6 Kpa (1-1/2 tons/sq, ft.). Engineer. Special' design required where footing rnatera! is incapable of supporting this _ pressure. EXCAVATION AND BACKFILL Compaction of backfili material by 'letting or ponding w'i0i water will not be permitted, 13mm _ Water stop, use only when Each layer of backfill shall be !moistened as (1/2") watertight joint is required, directed by the Engineer and ihoroughly chamfer see water stop detail, tamped, roiled or otherwise compacted until the relative compactor is not less than 90 SECTION A -A percent No bockfi'i material shall be deposited against concrete retaining waifs until the concrete has developed a strength of 17 Mpo (2,500 psi) in comores ion as determined by test Embedment 60tmm (2-3/8") min, cylinders, o. until 28 days after wall has been placed. -4 9.53mm _._% 9.53MM (3/81) �-$plit permitted (3/8") dta. RUBBER WATERSTOP Use only when watertight joint is required. ?evision 'Bytrlpo oved (Date --)--+-----a SAN , iE_,C REGIONAL STANDARD A �R+`�4 C L 1 J 2l, .. all N P ORIGINAL - Kercheaa 2 75 _3, „Cu At,(ric .i...lontore. 43 as —� a o T�rNErAi NOTES AND AILS S0_. - -- FOR GRAViIY REIA!NING WALLS d t cOMMENDED BY THE SAN ease !ciui STANDARDS MANNITEE /" Gu.i 8 0712003 '. cU r _ e. parson R, L. , 92.(. �efrt DRAA'tNG � /� i NUMB,R i August 2009 9517 CiROSSMOti,T StIMt11IT DRt G'E LA r11ESA, CALIFORY"i 91941 1`11: (619) 741-9456 FAX.-(619) 664-4291 Fiih > 14Vhy'1nJIi /`' W, 4 DISWLED ACCESSIBILITY ONLY " a 4 11-1-A T411 �R' llllz.'�Illl �Ilx 4r, LILIi �N INF, ills it fi V?IN ADUI—fItz'; Z 1iiV'I �A 1 iNK, STA� i- - ------ ---- N, M, kj'ill Mlilw" 111.­�' if ji P"IN7r, A NM?es �IlMi; 5; r A 39, if NU11 k Ow, z D OU C, L PiOXNN3 STALL l7_ ......... . tr � 7U T ACCIESSIBLE PARKING SDM_117 IMP, CON57RUC70V RECORD Contractor, inspector DoteCompleted- A "i < I Hf ,A i =�ri IAM k t� Kati is MiIl `iN iViT WX iXICil 4, W, VIE SyV81,k 1 �7 t�, I Z" M iIiRlll VWL L_ iqtl A ------- -- C'-Y C, 'ON 21"GO 44WJaD VIPIAW; 'Wit A ACCESSIBLE PARKING SDM-117 SAI'ift: sah 47041 1. W, PARKING ""GINS (S&r AMECAM M WWW ACTAU) ia.a fire ACCESSIBLEPARKING ,.Nu 0 0 -- - - ----------- SDMA 17 9517 GROSSNIONTSUA1111T DRIVE LA MESA, CALIFORNIA 91941 PII:(619) 741-9456 FAX:(619) 664-4291 LD12=042OR BUILDING AND SAFETY va REVIEWED FOR COMPUME WITH 777LE 24 DISABLED ACCESSIBILITY ONLY MOMITOM11