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2007-269 SG (Plans) U \1 C, \. 01 U &-NI ImI ESODENO STORM WATER POLLUTION CONTROL BMP NOTES = LEGEND RELA 77 V TO CONS TRUC770N AC77077ES CONSTRUCTION BEST MANAGEMENT PRA C77CES (BMP) NO 7E SAN DIEGUI TO WA TER DISTR /CT NOTE'S CONCRETE WASHOUT 1• EROSION CONTROL MEASURES G 80NDE0 FIBER MATRIX, V£GETA7IVE COVER, AIrEE L RE'i w Or 1HJ5 PLAN 8'Y SAN OJ£G7AT0 wA7rR DiSTRlCr Dor'S NOr CON777ACTOR SHALL ESTABLISH AND USF AN ADEOUATELY SIZED CONCRETE WASHOUT CONS 77 7U7F A REPRESEN TA 77ON AS TO THE ACCURACY OF THE IOCA77O'V Cr � STRSD SYMBO MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROS /ON ON OR THE EXISTENCE OR NON - EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OF? AREA TO CONTA IN WASHOUT WASTES ON SITE. /T IS ILLEGAL TO WASH CONCRETE, sim SEDIMENT C10NTRa- AEASURES (E. C:) SILT FENGNG, FIBER ROLLS DEMN77 W - - SLURRY, MORTAR, STUCCO, PLASTER AND THE UKE INTO THE STORMWATER CONVEYAiVC� S177UC1URE IN7N /N THE UMl]3' OF THIS PRO.(ECT. SYSTEM OR ANY RECEINNG WATER. CONTRACTOR SHALL POST A SIGN DES /GNA77NG THE BASINS) MUST BE !N PLACE TO PREVENT ERODED SOIL FROM L£AONG SITU MATS'R /ALS lY " �' T A BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER - - - -- - - - - - PROPER LAVE ., MANAGEMENT BMP MUS AL SO - - - - - - - -- - - - -- TIN - - - - - - - - - - - -- - ALL EXISTING FAC /L /DIES WHICH MAY AFFECT ME ANAL 13GN /E. SIN£ - -- �YASI1011T LOCO O _ - WTH "MATERIALS THAT MAY CONTRIBUTE TO PATER OUAUTY D£GRADA77ON DOH NSIREAM PARCEL R /GHT OF WAY LINE - �`ROSSINGS, LINE PARALLELING OR PROPOSED CONNEC770N SHALL BE FIELD -- CONSTRUCTION SITE ACCESS (E.G. CONCRE7F OR S7t CC0 WASHOUT AREAS, COWRED STORAGE AREAS FOR {DER /FIED. ALL EXIS77NG OR PROPOSED U77L/TY CROSSINGS WT7H /N 10 FEET OF fX/STING COAMOUR ELEVATION HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE T'OlLoS OVER PERWOUS SURFACE). PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS 700.2 A STABILIZED CONSTRUC770N S 17E ACCESS STALL 8£ PROHDED FOR WHICLES EGRESS ELECTRICAL eINO SEWER TO CROSS UNDER WA TER MA INS UNLESS GIVEN Exnwx SPOT ELFYAT7AN AND INGRESS TO PREVENT iRACKING DIRT OFF SITE. THIS SHALL INCLUDE US/NC - N MATER /AL SUCH AS GRAIL AND /OR CORRUGATED STEEL PANELSJpLA7FS. - WR/TT_EN PERMISSION BY SAN D/EGUITO WATER DISTRICT. EXISTING WATER MAIN — -- CONSTRUC77ON VEHICLES. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRA /N POST CONSTRUCnON BEST MANAGEMENT PRAC77M (ME) NOTE• SHALL BE DES /GNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING AND d G10N1RACTO4 AND ONIY£R ARE RESPANS/BLE /O RELOCATE AND /O4 AO�I/SI {7(7S11NG tJNDE1PCIROUItlD b11U11ES TO GRADE ANY FX/STANG WATER FACILITY (FIRE HXDRANT ME7ERS, VALWS s *Q1l71NE EQUIPMENT MA/NIENANC_E. ALL MAJOR REPAIRS SHALL BE MADE OFF SITE. I. NO �C7LY COWECTSD M#`FRW0U5 AREAS (DCIA) 59YALL BE ALLOWED. DA'A WANS ELECTRICAL. CABLE, GAS T- LEPHONE VAL VE BOXES, ETC) TED WHICH IS AFFECTED BY THE /R PROECT. ALL AFFEC STORM RUNOFF GENERA TED AND CONVEYED WA /MPERWOUS AREAS SUCH AS ROOF, WA 7ER FAC /L 177-5 MUST MEET CURRENT SAN D /EGU /727 WA 7S•R DISTRICT - - ADaST&W SEWER MAUI EROSION CONTROL SPOOF DYPA /N, DRIVEWAY, ANO STREET. SUP MEASURES SHALL BE /D£N77RED ON THE TANDAROS /F fAGil77ES DO NOT MEET STANDARDS THEY SHALL BE VPMADFD EROS /ON coN7ROC MUST BE I•ROHIDED f'qR ALL EROSYdE S&WFACrS SLOPED RWAC£S 577F PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WH ICH RECEIVE TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. �► FW BflKGWltr jFSPECIALL Y SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT ROOF DRAINS AND RUNOFF FROM AUPERWO41S AREAS. TURF AND LANDSCAPE AREAS - SURFACES SUCH AS EROS /ON CQYVTROL MAT'S ADEQUATE GROUND COWR WGETA710/V MAT ARE DESIGNED FOR BMP'S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED 4 U "/YIES ?V MA#VTANV MIMNNrN/ S-RXr SEPARAnOV NFAW PARALLEZAW AND BONDED FIBER MA 7R /X. q N PLANS PROM18177NG MADIF/CAAONS OR REMOVAL OF BMP LANDSCAPE AREAS. TURF _ -- EA7S7NVC AJf EDGE GF �AtiEME7VT - -- -- -- - - - 1141 JE'R SERNgES - - -- -- - - -- .-- ------ -- - ---------- - - NO EXCAVATION AND GRADING AC77W77ES ARE ALLOWED DURING NET 4WA7RER. - - - -- - - - -__ AND LANDSCAPED AREAS 4 rHA r ARE DE'S7GNE0 FOR SUPS SHALL BE DIELIVEATED ON - - -- -- -- � -_ -- - -- � DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE PLANS AND A NOTE PLACED ON PLANS PRQIN/BIWX MQDIFJ"AW GR REMOVAL OF AW 5 >:1/JVWIV HO4/2ANTAL SEPARAMN OF TO- >'€ErREMWED BETWEEN FW EX AsiPROwiffm7S• ro BE REVOWD ` « -- -- ___, CONSTRUCTION SITE CONTRACTORR SHALL PR07ECT CHANNELS AGAINST 1XV1.90N f/SIIVG "VOSL'APE AREAS WITl"T CITY PERMIT. N)1 RANTS AND SAN DIEGUITO GAS AND ELECTRIC VAULTS. - PERMANENT AND TEMPORARY EROSION CONTROL MEASURES f REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSAMY LARGE PROLEM TOTAL AREA OF MEW M/PERNIX/S SY/RFA1 S 20 SF S. ALL WATER SER[�ICE rO &F CAWSTRUCTFD CLEAR � n AND AZt SHALL BE CONDUCTED IN PHASES M AVOV UNNECESSARY REMOVAL OF THE NA7URAL 2 FOR STORM WATER POLLUTION CON7ROL PURPOSES, ALL RUNOFF FROM ALL ROOF 0771ER TRAVEL -D WAYS. WATER METERS MUST BE AV FRONT OF PARCEL THEY GROUND COVER. DO NOT REMOTE TREES OR SHRUBS UNNECESSARILY, THEY HELP DRAINS SHALL DISCHARGE ONTO CRASS AND LANDSCAPED AREAS PR /OR TO COLLECTION ARE SERNNG., ' PROPOSs M B "LNGS � DECREASE EROSION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DES IGNATED FOR STORM WATER POLLUTION CONTROL TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS SHALL NOT UE MODIFIED WITHOUT A PERMIT FROM THE C/TY T APE QECII( AAID SV9lE•WALKS SFE ARb�V PLANS NOT AWMEDIA IFL Y PLANNED FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST- GROlWNG ANNUAL ANQ PERENNIAL. GRASSES TO SHIELD AW &40 THE SOIL _ IF A/t OVERLAY OR A/C PAI+IMC' x PLANT PERMANENT WGFTATTON AS S�OO'N AS POSSIBLE, ONCE EXCAVA7ION AND UTILITY NOTE.• SEF CROSS SECT A -A SHT 2 �:� '�, .�' � _ � • GRADING ACHWAIES ARE COMPLETE. USE AS UTAE WATER AS PQS_S/BLE FOR DUST 1. ALL UTILITIES SERWNG THIS S 11F SHALL BE INSTALLED UNDERGROUND. CON TROL. ' LANDSCAPE AREA FOR WA TER 1 TR -- - - - _ y _� _� 3 _t _� j �N -�`lTE CONS CWN OA7ER AL STORAGE - - - - - - - PQLLU n QTY �Q1Y OL " - STORED MATER /AL SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE DRAINAGE NOTE wp 3 AND SPILLAGE: CONTRACTOR SHALL STORE INESE PRODUCTS WHERE THEY WLL STAY /• NO yRATFD wAmAGL� FLOWS ARE PERM /TYPO DYER AD,44amT PROPERTY LOAM AV/SRIED SPOT rte DR Y OUT or 7w RAIN. CO N7RACTOR SHALL FROMQE SECQNQARY CalITAMICNT FCR P ATER IS TO DRAIN AWAY FROM STRUCTURES FOR A AIVAgW I Q0c S FOOT AT 2 FLOW DIREC77CW ALL na STO4E0 O!Y -SITE PERCENT AND QE C0VW)E'D TO AN APPRO" FACILITY y ELMN ATE OR REDUCE POLL U7TON OF STORM WATER FROM STOCICPILES KEPT ON -SITE IYEIy ARCH ►YALE SEE ARLII PLANS STOCKPILES MA Y INCLUDE SOIL, PLANTING MA TER /ALA, ASPHAL T CONCRETE AGGREGA TE ERR7h�GORK N07F' BASE, ETC. STOCKPILES SHALL BE LOCA TED AWA Y FROM CONCENTRA TED STORMWA TER - . +. . 4 AS1M -3034 - FLOWS AND STORMORA/N INLETS: S70CKP/LES SHALL BE COVERED OR PROTECTED WITH EARTHWORK, CUT OR FILL, WH ICH IS OVER 30 YARDS, REQUIRES AN ADOITTOVAt * PVC PERFORA7FD SUBORAAV ,SEE ARCH PLAN SOIL STAB /L /ZA 77ON MEASURES AND PRONDED WITH A TEMPORARY SEDIMENT BARRIER ENGINEERING GRADING PERU /T. V - AS7Ti/ -3034 AROUND THE PER /METER AT ALL TIMES. EARTHWORK OUAN7777ES DETAIL SHT ? — — O SUB /C YARDS CUT PW DRAIN PIPE TRA IN ING ?O CUBIC YARD FILL, i , STORM DRAIN INLETS DETAIL SHT ? — --0 CON IRA CTORS EMPLOYEES ONO PERFORM CONS IRUCTION AN THE CITY Of FNGN/TAS JO CUBIC YARDS 4FfEXPORT y A Ssd SLOPE STORM DRAIN SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF £NCIN/TAS STORMWArER J50 CUBIC YARDS OVER - EXCAVATION AND RE- COMPAC770N POLLUTION CONTROL R£QU/REA/EN75 THESE dVIP NOTES SHALL BE AVAILABLE TO EVERYONE WORK ING ON SITE: THE PROPERTY OWNERS) AND THE PRIME CONIRAC1fAP a E� 8 �t MUST INFORM SUBCONTRACTORS ABOUT STORMWAIFR REQUIREMENTS AND THEIR OWN RIGHT Or WA NOTE. RESPONSIBILITIES. 1. OWNER IS 70 OBTAIN A CONSMUCY70N PERMIT FROM IH- ENGINEERING DEPARTWWr AT WASTE MANAGEMENT LEAST 48 HOURS PRIOR TO WORKING IN THE PURL /C RIGHT OF WAY. FAILURE TO DO LWC`ZN77AS BL SMALL BE RESPGW CON 1RACT $0 WLL RESULT IN AN ISSUANCE OF A STOP WORK NO 770C AND DOUBLE PERMIT FEES. 0 - GIR SlBLE FAR F'RGlpERL Y DISPOSING O� ALL WASTE AND ti /T IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE n " ' T [/NOSED CONSTRUCTION MA7FR /TLS DUMPING 01� UNUSED OR WAS1F PRODUCTT ON THE (WHERE) ` GROUND, WHERE NA TER CAN CARRY DoEW AUTO AYE C4WWYAAlCE SYSAFAL IS 5=11 Y PROPERTY LINE /S. PROH/B/fED. JVO SEEPAGE FROM DUMPS TERS SHALL BE DISCHARGED INTO 5704MWATER. �'I7F ADDRESS Q „. BERMS/DIXES SHALL BE PLACED AROUND OUMPSTER TO DIVERT THE AA7URAL STORM 519 ARDEN DR /V£ RUNOFF. OUMP57ERS SHALL BE CHECKED FREQUENTL Y FOR LEAKS. DUMPSIERS SHALL ENCINITAS, CA $2024 J i; BE RLAGED VWER A ROOF OR LDLER WN URPS OR PLASTIC SHEFA/YG APtL• 25B- 1113 -02 MANY LbT AS P IIAT ETP/ALS, 1NC 000, N D 7ER-B P 7701V ►EnI�E L ,�L FSCRrpnON !1 /CJNI TY TUTO R FLU /OS, BROKEN ASPHAL T AND CONCRETE Mt�00, AND CLEARED VELETA 170N CAN BE RECYCLED. NON- RECYLCEABLE MATER /ALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR IN FORMA17ON ON DISPOSAL NORTH HALF OF LOT f0 OF ENCWrAS HIGHLANDS OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTER HOTLINE TOLL FREE AT (800) ACCORDING 70 MAP THEREOF No. 2141, IN 7HE CITY NO SCAB 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL DECO AT OF ENCINITAS, COUNTY OF SAN 01-G0, STATE OF (760 4J6-4151. CALIFORNIA. POLLUTANTS STJALi BE KEPT OFF EXPOSED SGIQFAGES PLACE W A CANS AAfO RECYCLING RECEPrACCES AROUND T4fE SITE DECLARATION OF RESPONS CHARGE PORTABLE ME= MUST BF AV COOD IYDRX/NG O M AND CHEOrED FREMINMY MR I HEREBY DECLARE THAT / AM THE ENGINEER OF 0ORK FOR THIS PROJECT, INAT I RONEHART LEAKS. CONTRACTOR SHALL PROWDE SECONDARY CONTAINMENT AND LOCA IF NA V£ EXERC /BED RESPONS /BEE CHARGE O PER 7NE DESIGN OF THE PROJECT AS E 0 ¢` "_ " 3 PORTABLE TOILETS AWAY FROM STORAIDRA /N INLETS ON PERWOUS SURFACES. SHOWN ON SHEETS 1 AND 2 ONLY, AS DEFINED IN SECTION 6703 OF THE 6431 CLE EVE WAY SAN DIEGO. CA 92117 BUSINESS AND PROFESSIONS CODE AND 7HAT THE DESILIY IS COV5157FVT WTH (868) 168 -8401 = x. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND -- " STORMDRA /N. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MA7FR /AL THAT CST r Ar 777T CHECK OF PRO irCT ORARINGS AND SPECIF7CAITONS 8Y SIMPLE GRADING PLAN //AY HAVE TRAVELED AWAY FROM COKSIKUC7IQN S/IE /UNDERSTAND THAT THE 0 r OF ENC /N/TAS IS CONFINED TO A RENEW ONLY AND ODES NOT PETR 0'00 j PHAM 5 - ME AS f7ELlEVE GINEER OF "WORK, OF MY RESPONSIBIL /TIES FOR PROJECT DESIGN RESIDENCE u= " BY. DAN RltYE1 AlRT IRCE 282114 519 ARDEN DRIVE N 1 /'2 LOT III, M AP 27 F AS- BLI/LTS MY REGISTRAY70N t yofESS /oI D TE- ,tlL Y 21, 2006 EXPIRES LW 3- 3/-AI! BENCH MARK /! - _ pESCRIpUK- 2 BRASS 19/SC MKD ENC TC2 F. D. RINEHART a _ ApPl4aLw BY: - - ---- - - - - -- - - -- -- - - - -- - -- -- - - v 1io. DRAW T WN FD F. D. Rhk(6_NAR f !/CE' 28144 �JATE LOCATION: TOP OF EAST CURB KILCAN AVE E,q 313112006 ! fcNt: t j F E STREET ,p� r IN 05225G1C.DWC ,as- SU /L T ?00 NOR O �j • .Cry _ >< doe NUMBER: RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL BOO/C � AF CA�� T 1 or R LYl°MKi47rANC1/ART 01gNIaw^v OQIMANY. j Au A6WIS ffmw1ED. f10 ♦ART a< 6vcs QM A W AN Y Ar A9WQWCfD PY A'ADMMO NK6 AELXMO#W [w /Y ANY ORA:R /BEANS ON SMALED, PAOCESSEO Of IRAN WrwD ,w Q? /Y ANY cowuTER AR oD1ER SYSTEM MTHLY? Aw AwcR ARITIFN PERMIS -51ON Q` 7N£ ENGNEER. COPIES OF THIS PLAN w7NOY/T AN awamAL SIGNATURE AND SEAL ARE NOT VALID. SEE A'FIGAL CITY PLAN. 269—W ELEVATION: -- 02-004 OAn1M: NA W88 }., D L F M Fc--D a m � • 4' BRASS GRATE' NDS 9106 O NDS` 7272 GRATE ADAPIFR R/W 20.00' TO CENTERL INE - _ - 9.00' ft.00' ^ 4' PbG RISER 29204 DRAW A1C OWERLAY A1C PAWING ��� NDS / MODUL R PRO CHANALEL DRAW W a 7£R PROOMV0 ffM ARCH � IRADRA /N 6000 a WGS AND M O - ORA /N BOARD OR EOUAL - - - -- W 11SE GRANULAR NON- EXPANS7bE o RACK COMPACTED rO 90% PER TYPE a9ND tQCA /11lLET SPECIFIED 8 Y ARCHITECT SOILS REPORT AFTER CONCRETE O 4 OR 6•0 CLEANOUT w LFAkg CUT HFAD HAS CURED lt7 90.L S7RENGIN; 0 4 OR 6'4 Mum j �O — CAP f 1 NFW T' A/C OVMAY 2 JOIN T AT GRADE BRACE DURING BACKRLL GRA7E NDS -13150 2 _-MIN 2X CROSS SLOPE £X GRAnF _ goo 7FRM /NA 7F PAPE ADS-ROUND Q4A W " - - - - - PC'C fT' h7 OA YL/GNT - - Tel ( \ ' AjC OVER ' ?BASE � 4' OR 6 AIRKAM h« -°ROSS S'EC7701V A —A - - 6'r ATRIUM G'RA TE • NO SCALE f MDS -80 • LOT D k 6 L ADMUST £X METER AND BOX TQ ' u NEW GRADE. OWNER IS 3 T o f REQUIRED 70 PA Y FOR NEW `1� 9 GFL s G6 G� L „ >� ti . NYSTALLANrON (SEE MOTE 3) ��ti S 89 0 2 656 0 E F44.87 A ,� ` .• ? 30, y\ �� V r . E5 4 6 R /SER 4 iJflJ 16 J�1S£ S R LG �f Q1�n7fFi - ..� u� '4rr..'. J r•vM`. �f11` �. _.f' �� // 1 .�'' �/r ... • � ,•'^, Q^ R/ '`• ` .hN`l �_ .�,.. f �/ - •- f. - - - - - - - -_ - __ -- TANDARD BEAID i . - '.r • ,� � � `` < /'' :..` 00 G r FLOW STANDARD WYE r , - --- . BRANCH - 7 1 G . � - -N i/• - I ow AL RA 3. / e J , \ IN a { �1 � % _ tT5 fF ,.% t� ,, �`• i I � DETAIL — INLET SOY f• I t7RY r v 9 _ -_- 73.02 FS' _ ; 1 F ',�'QiISE" <' _� �i1 ._- _. _ - f . _ aYDSCAL£ - / DETA IL T RISER Ile f 254F PA nO tr v 1, STD so° No SCALE THE 69 k f 4 ,0 BEND s 73.00 1. j �j / j SEE WALL::. y e T SLEEVE DETAIL O Rf � _ ul$Y. y SV � r _ "1 i . j � � I f �G S 1 i � � �" /' s' </' i \ "� i– 4t k. • ^ �., .C � '� + r �� ,. •J 1 ' ARCH AIBNG.�' -FOR _ . 0,r ; ; SHFJ ' - Y .:+<•. ,: ::. • . t E c1N F p R „' - - - --- -� 4 " , ,� 4� � � � - °-i -- • -- �c R '� F. _ _•___ a DET - SILT FENCE FitBRiC v n.x `• rt _____ --'— _`__ � - --1 1r_-- _– _ -_.._. i tI✓ xx � �I� \ %N ♦- - 11., .= �� , ,� � a .� a -• � � ' � DETAIL WALL DROP • NO SCALE r P , S �'? • t x PER, 'ORS /N , . ... RAGE �1.' �1�. k, �� $" � GA l TAKE . . > x } y t x � h. Y ''�r,x ` � '�- ♦ i f /A • ^• «..- Y ♦ ♦ ♦ V ♦ v ♦ ♦ ♦ ♦ ♦ f /r I4 i VE' FIBER ROLL ww �" h , ♦ 1 0 ♦ ♦ ♦ ♦ ♦ ♦ fIVL EST ENT 0 ♦ r i " I r 5� 0� @� ORA VEL BAG ALL E1S PIPIOtP In CC . .. ]��. "� � a�4�' ♦ � � �,. Ss� = -�� �� �� _ ;.. , e 1 q. g � N1/STALLA7TON AN D ABUSI4A/ OF - �� c k. FZ QRO(/ND COi£IP I .. k 6a' S B9 2� 47 4.M' E 1 �� s -- LOT 7 Ex GR ow � ®� � ee � � � •`'�' '' � DETAJL — EROSION CANTRAC 1 0 �• s / TEMPORARY GRAVEL BAG INLETS o = 0 60 6 1 8'W* TABOO RACKFILL �. - NO SCALE i nn .. Ilk � D FRAME HOUSE YQ PAC / VFORCED ROLL SIL T FENCE FABRIC 6' b a 0 � :• BELOW GRADE AND RE > CAR TH f D DRIVEWAY k APRON SHALL BE PER L14ADSCAPE AREA 'FOR HMP ICJ SOILS REPORT AND A MIN /MUM OF 5 BE PRfVA7FLY MA /NIA /WED AND 0 � ' 1 „. .•.,: OF CLASS 560 -C -3250 CONCRETE SHALL Nor BE MODIFIED / vt*wG CONSTRUCIIOW, ANY ST'OI4M wA TER RUN -OFF R Q N LF H A R T E IN G Q N E E R Q N G w OVER 6' OF M/SP£C7FD AND APPROVED WTHOUT A PERMIT FROM ?W WALL am c- -- 1 ' PIPE SLEEVE GENERATED ON SITE INLL BE fX 7FR£D THROUGH SIL r � 0451 CLEEVE WAY SAN DIE00, CA 02117 �1 SUBGRADE COMPAC7ED TO = .KIST CITY GYM" ENCINITAS J' 6' PVC ALONG THE RERW4ETER OF 7W CANSTRUCTAON AREA. (868) '268-8401 FRAOR TO PA 6- � ` P DETAIL - fROSJONI COWTROL =_ SIMPLE GRAD /NG PLAN - SOUTH HALF OF LOT 10 8' to S7 L TFENCE DETAIL — ATALL SL= NO ,SCALE RESIDENCE NO SCALE 519 AMMW DMVE N Tf2 Lor to, Amp 2741 i Q�OFESS /0� DATE: ,X1LY 2L 2W6 MARK �1PTl4ti. ?'0 BRASS DISC MKD ENC 7C2 �`"! ♦�. � ec ra. F. A RINEHART >_ _ rte•+ ! �°+ IM. WN BY: FDR LOCATION: TOP OF £AST CURB KILCAN AV£ E,4. ��Inooi ab 200' NORTH OF E STREET SCALE 05225G1C.DMC 00Rp 1wdA CITY OF FNC /N /TAS SURVEY CONTROL BOOK 't E OF CE�� NUMBER: ^ - _ AL _ �•n ELEVATION: 92.004 DATUM: NAVD88 SHEET OF 2 COPYRIGHT•RMAEWART EN6WEERING COWANY. ALL AVOY75 RESERI£O. NO PART OF TMS DRAWING MAY BE REPRODUCED BY PHOTOCOPYING, RECORDING OR BY ANY 07HER MEANS, OR STORED, PROCESSED OR 7RANSMIT7ED IN OR BY ANY COMPUTER OR OTHER S�Af MOi' Ur IW MW OR// ILA �N Or 777t MOM. C7 Ii7S PLA/J f7HOUr AN GINAL =, T/iI1/Af A�AAIJ SEAL ,7Rf N[JT' V.tUII. � L CM XA . �V x7 - SG }, f .