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2005-9590 G (Plans) eF To BE 3:A . M . I GOLDEN Gamw IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE " PLANS; THE CURRENT SAN DIEGO COUNTY DEPARTMENT OF PUBLIC WORKS STANDARD A. GENERAL SPECIFICATIONS AND SPECIAL PROVISIONS FOR IMPROVEMENT OF SUBDIVISION STREETS 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD AND STANDARDS REFERENCE DRAWINGS. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION ° STANDARDS Of THE CITY OF ENCINITAS, AND THE SAN DIEGO AREA REGIONAL 7D. '� l'r • S.D.C. = SAN DIEGO COUNTY L.W.D. LEUCADIA WASTEWATER DISTRICT SHALL BE APPROVED ® = STANDARD DRAWINGS, ANY CHANGES OR REVISIONS THEREFROM 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE WITH PLANS APPROVED BY THE BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. ENGINEER. PLANS SHALL CONFORM TO THE CITY Of ENCINITAS GRADING ORDINANCE AND cam(• S.D.P. = SAN DIEGO PRECAST ' 2. THE SOILS REPORT TITLED: ALL ADOPT-ED LANDSCAPE AND IRRIGATION STANDARDS. -7- S.D.R.S.D.G1�VCV5 S.D.R.S.D. = SAN DIEGO REGIONAL STANDARD DRAWINGS PRELIMINARY GEOTECHNICAL INVESTIGATION, PROPOSED OFFICE BUILDINGS, PORTION OF LOT 9, 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 E S.D.W.D. = SAN DIEGUITO WATER DISTRICT I' MAP 1704, 731 NORTH VULCAN AVENUE, ENCINITAS, CA PREPARED BY COASTAL GEOTECHNICAL OR IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. N .T.S. W.A.S.C. = WATER AGENCY STANDARD COMMITTEE I DATED FEBRUARY 2.7 2DO! III N CONTROL � SHALL BE CONSIDERED AS A PART OF THIS PLAN. ALL GRADING SHALL BE DONE G (,' ZON. ° ,( QUANTITY IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALVIN GOLDEN G SAID REPORT. PH. N0. (760) 402-4711 O1 6' RETAINING AND MASONRY RETAINING WALL 264 LF 3. APPROVAL_ Of THIS PLAN DOES NOT CONSTITUTE APPROVAL Of SIZES, LOCATION AND 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PER SDRSD C-1 TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS, TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE Z SEPARATE APPROVALS AN Q D PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID x1 � O 3.5' RETAINING AND MASONRY RETAINING WALL -a �-"• 30 LF WITH IMPROVEMENT PLANS CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. a g��ID PER SDRSD C-1 VVV 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF SITE GRADING. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL G �E�Opp�P 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT OF THE ENGINEERING INSPECTOR. 0 rn 3O TRANSITION INTO EXISTING EDGE OF PAVEMENT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER Z DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING GRADING. RAINFALL. S.D.R.S.D. G-2 P.C.C. CURB AND GUTTER 95 LF 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE � WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR O A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. }3 �5 CURB OUTLET S.D.R.S.D. D-25 _ 2 EA 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A O MODIFIED S.D.R.S.D. G-14A CONCRETE DRIVEWAY 1 EA.STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW AND REGULATIONS. HAZARDOUS CONDITION. W/6" CL. II AB. 7 1/2" SLAB THICKNESS ' 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL PROJECT SITE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. BE INCORPORATED HEREON. O 4" P.C.C. CONCRETE SIDEWALK S.D.R.S.D. G-7 365 SF AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF TEXTURED AND COLORED SAN DIEGO BUFF SC8-2 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE GRADING MEETING HAS BEEN SLOPE AT THE CONCLUSION OF EACH WORKING DAY. HELD ONI WITH THE FOLLOWING PEOPLE PRESENT : CITY INSPECTOR, CIVIL ENGINEER, 8 6" SPLASH WALL 10 LF SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE GRADING MEETING 9• ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL B IN PLACE AT THE END OF EACH UNION STREET WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING FORECAST EXCEEDS FORTY (760) 633-2770. PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 59 6° CURB OPENING .- ". 1 FA. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUMMIT TO AND 11. SHOULD GERMINATION Of HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE 10 12" AREA DRAIN 1 EA. RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE e DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF 1" WATER SERVICE PER W.A.S.C. #WS-06 & #WS-09 DCDA ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, SITE ADDRESS: 721 N. VULCAN AVENUE 11 PREVENTER PER W.A.S.C. #WR-02 W G 1 FA. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO STATE OF CALIFORNIA. ENCINITAS, CA, 92024 FINAL GRADING APPROVAL AND/OR FINAL RELEASE Of SECURITY, AN AS-GRADED 12 6' PVC SEWER MAIN W/CLEANOUT AT P/L PER L.W. S-I 1, 25 1 FA. CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT N0. 9590-G 9IMS CERTIEGM ASSESSORS PARCEL NUMBER 256-030-a4+� Q HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. WATER: SAN DIEGUITO WATER DISTRICT 13 GRASSED LINED SWALE (PRIVATE) 1 472 SF BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. FIRE: ENCINITAS Ft.'RE PROTECTION DISTRICT IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL SEWER: LEUCADIA COUNTY WATER DISTRICT B- ,"f, q C° S ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE 14 AC OVERLAY AS NEEDED FOR POSITIVE DRAINAGE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABI F FOR THE PROPER ' p Iv^� " SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO COMPLETION OF THE IMPROVEMENTS. _ 15 4 FIRE SERVICE PER W.A.S.C. #WF-05 THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILLrCipld $ GISIIIE©(JVIL � �NGIN�ERiW(s' dNCI ON THIS PLANS, HOWEVER: I IR/E CD Of(.a£01J" {i11iGA F (il r CE TIfY 7`I� FNL�# MrIA(6 OF THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT BE RETAINED TO SUPERVISE OVER ALL GRADING ACITIVITY AND ADVISE OF THE COMPACTION ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE AND STABILITY OF THE SITE. wR►AG5 )"(1R' E PA� dG � `w+�� A5 W GQ FPPK MkY /k 2A�d CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES ZOUAIE Sr 4. @3brRi/14TivN ANDZI=sftNd c,� rE SveGRapENd 6Ase /�t��dr.� W� 1�GI� �c� OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF �- / _ WdTk ZKE �REltAft4A►ARY GfOT GNN�JtL REPok? BYCOi1SZ.4L G� Gt�NICAI. AMD A7,, Z004 AND SEWER LINES --- LCWD PLAN AND PROFILE OF SEWERS IN VULCAN AVE. SHEET 23 DATED UTILITIES AND NOTIFICATION OF COMMENCEM NT OF WORK: _ TAB o F, #5 �N�et PutNS BY ` � �°"� i d5jZy' �� OCT. 26 1962 SEWER (LEUCADIA WASTEWATER DISTRICT) 60-7 I -0155 -- D GOLDEN, NEDLOG, LLC DATE: [ 401 GitMIL1kL NGi R F t CORD iN �°4kY I3 X1:1. CAS$ L C �d CH�� ( P&fkAeo 0 SAN DIEGO GAS AND ELECTRIC 1-800-4 - 1 285 NORTH EL CAMINO REAL, SUITE 215 1 11K j.' G�C: P�II LI jA �7�2�IOW f}M® p� `D AMb fas�+n mil. 60/46 WATER LINES --- SDWD IMPROVEMENT PLANS PAGE C6 EXISTING STREET --- PLAN AND WATER (SAN DIEGUITO WATER DISTRICT) 1-800-422-4133 ENCINITAS, CALIFORNIA 92024 UP lb /Nw 2LIl1• PROFILE FOR STREET _ PACIFIC BELL 1-800-422-4133 CABLE TV (DIMENSION CABLE SERVICES) 1-800-422-4133 760-634-2220 I � o 90 386Z,3 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO L0 BEGINNING ANY WORK ON THIS PROJECT. PHONE : (760) 633-2770 » �' DATE: `��- ?'°° Zo/2. PROPOSED IMPEBMUS SURFACE - 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON THE CALLS FOR INSPECTION. PHONE: IMPERVIOUS SURFACE NOT INCLUDING PROPOSED BUILDING FOOTPRINT = 4,913 SF m (760) 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE - THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED" BY THE ENGINEER SHALL LICENSE EXPIRATION DATE: SUBJECT TO REJECTION AND REMOVAL. COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE GRADING OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL COMPANY: _ EN�lEfRlt+tf�, [tic' t61/-A SOUTH hl6tAos� AR1VI;0185 CD C. BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. ADDRESS: NEW ROW N 1. ALL THE GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR THE ENGINEER AGREES THAT ANY PLAN- CHECK OR REVIEW PERFORMED BY THE CITY OF VISTA. CA IZO61 UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER CITY, STATE: L PROPERTY LINE C) AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR (�) 9g5-3150 m SUBMIT SOILS REPORTS AS REQUIRED AND DETERMINE THE SUITABILITY OF ANY ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF TELEPHONE: - -� PROPERTY LINE FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER ' ., IS I CENTER LINE HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, m WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM EXIST. CONTOUR 3t30 ARE ACCEPTABLE FOR THEIR INTENDED USE. THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND MIS/HER AGENTS OR �_ EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE EXISTING WATER LINE - ----- W --- 2, THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT BONDING OF WATER. HE SHALL CONTROL SURFACE ARISING OUT ORK PERFORMED BY THE ENGINEER. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE EXISTING SEWER LINE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE LIMITS NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE S _-- - SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION CONTROL MEASURES BY: LIMITS OF THIS PROJECT. SIGN ?� Lo HAVE BEEN INSTALLED. '-�°1t 2. ALL EXISTING FACILITIES, WI MAY AFFECT FINAL DESIGN, I.E. LINE CROSSING, STREET LIGHT I DATE: 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE R.C.L " " 00 °� " . LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND -" .. FIRE HYDRANT F.H. r OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL r OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE R.C.Eob�l /.. rI�p / UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE ---- BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER 1 �/ q REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE REGISTRATION EXPIRATION DATE: -3tli- / MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITQ WATER DISTRICT. SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. p�Essr6 , AC = ASPHALT CONCRETE SDRSD = SAN DIEGO REGIONAL / IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPANY: CALM& 46hp &fiyfllm IICG. � a. � 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO EP = EDGE OF PAVEMENT STANDARD DRAWINGS PCC = PORTLAND CEMENT CONCRETE EX. = EXISTING CII COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 57� 5EE(M1® t�E GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, = POLYVINYL CHLORIDE PIPE 3 ADDRESS: LIP = GUTTER LIP PVC = BEGIN CURB Z z 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISHED GRADE TO PRODUCE N� 6554,24 ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST EP = EDGE OF PAVEMENT BC ✓ SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND CITY, STATE: GLN1Th6 4� t MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES TIC = TOP OF CURB EC = END CUf EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE I!�)Zo-(*QZS DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS FL = PIPELINE FH = FIR£ HYp ANT GO ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONE, ROOTS TELEPHONE y 4 y AT THE OWNER'S EXPENSE. IE = PIPE INVERT R/W = RIGHT OF WAY AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH �1 ,. , TB = TOP OF BERM ST LT = STREET LIGHT ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE © AND TOP Of ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ]EMMOOMM „ . ORDINANCE. 1. EARTHWORK QUANTITIES / s: . 5. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND CUT : 864 CY O 5. ALL TREES BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SAN DIEGO GAS AND ELECTRIC VAULTS. C) PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE - FILL 0 CY THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE EXPORT : 864 CY FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION Of DEBRIS FILL SHALL BE SECURED 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER In FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH TRAVELED WAYS. WATER "METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. REMEDIATION 161 CY H uMATERIAL. 2. STEEPEST EXISTING SLOPE WHERE THE PROPOSED GRADING IS TO OCCUR IS 15% " -' LEUCADIA WASTEWATER DISTRICT SAN DIEGUITO WATER DIST. PARKS AND RECREATION PUBLIC WORKS FIRE DEPARTMENT REV 1SJONS CWTINUED n. D06 o s- w AS - � ri SUSMP/BMP STATUS CL 9Slo - r PRIORITY PROJECT 630 _ `��✓� 06 5/31/"_" ,CC -1-I� MAINTAINED BY: OWNER _I D€ERING RGE 26511 DATE N DATE € D TE NAME DATE NAME j DA - S`�tNEN R. J01da;S/ PRIVATE STORMWATER W SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNATURE,EXPIRES 2 YEARS FROM DATE SIGNATURE EXPIRES 2 YEARS FROM PATE SIGNATURE EXPIRES 2 YEARS FROM DATE R.L£ 65dZ� MAINTENANCE AGREEMENT DOG. No. � DATE: sl, DATE WYERIENCES DATE 1 BENCHMARK SCALE PLANNING AND BUILDING APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRANNG NO. L 1 . ACE ff 3 WIT H1=ET . •PgirIt� umbew1025 Stgtioq gme:ENC-2s PLANS PREPARED UNDER SUPERVISION OF RECOMMENDEDt' APPROV SITE PLAN: G K 5 ET 2.5" CITY OF ENCINITAS BRASS DISC IN WELL HORIZONTAL AS SHOWN 04- �a 0 s�-W6* GAi C*AL r 9 22 0 EIN THE IWTERSECTION OF SOUTFI DaTE: 5-7-11 A.IVI. GOLDEN BUILDING (}-- . _ EL PORTAL STREET AND LA MESA AVENUE", BY: Bi. .E'r/1� S/QRi�elfG1 --, G;IET /L 100' NORTH ALONG THE SOUTHEASTERLY VERTICAL AS SHOWN R.C.E. N0. MASIH MAHER PETERCe?A-Ro�ES VULCAN A y 4 E ( CURB UNE OF SOUTH EL PORTAL STREET. ENGINEER EXP. - _ ENCINITAS, CALIF A I'll LJ ! r NAME: DATE: G 7 Q(o - . '#' "' DATE: G m�dh DATE: WORK PROJECT NO. 04-119-CDP ' / q �.4 yi NAVD88 ELEV. 60.601 �. �� STEV6A1 . JONES � _T`� SHEET 1 OF S RS waxCP c 2 •r2. 1 GRADING AND E�RQaION CONTROL SECTIONS 1. LWO APPROVAL OF THEE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CON'TR-ACTTTR FIaOM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED 75' 6?W DURING OR WTERTM1 CTION. NOTE. 2. ALL DESIGM MATERIALS, AND CONST#ICXTON WORK SHALL CONFORM TO THE LEUC A 00IM7ER, STRAIN BALES, GRAVELBAGS, SPILLWAY USE 4#�AYEL ACS, STRAW B^AJ ES OR CONTINUOUS SERtvI OF OR OTHER APPVED METH{D DISTRICT LWD SEWER STANflA9TDS AND TO THE REQUIREMENTS OF TTIE SE990 �PECFFICA7T0l FOR TO CHANNELIZE RUNOFF TO EQUIVALENT HEIGHT Pt LtG WOf KS CONS7RUCITON (I RE N,. ( AND THE REGIONAL STANDARD WADS MOST CURRENT BASIN AS REQUIRED. EDIT1t3NS IN 179E EVENT F1F CONFLICT THE LWD SEVER STANDAtTkJS GOt RN. / SUPPLY WATER TO WASH J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT WHEELS IF NECESSARY PROP. RETAINING WALL ALL 77MES WITHOUT EXCEPTION 75" DTW SDRSD C-I 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEVER NOTES 2 & 3 ON THE JOBSITE A T ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE' OF `1© FLOW FLOW � VV FINAL AC PT BAY L All SMLL REPAIR OR R AC• ANY Till 4 Y PROVE DEFECTIVE tIEE IN WORKMANSHIP ANDIM 91MMALS WITHIN THE ONE YEAR PERK WIWOUT EXPENSE NIATSOEVER TO LWD. v PROP. RETAINING WALL SDRSD ALL 6, PRIOR TO BEGINNING SEWER WORK CONTRACTOR ALL SECURE A LIB PERMIT FOR CONSTRUCTION � � PROP. BUILDING AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO CONSIRUCTTOM A # A 2"-3" (50-75rnrn FF 69: 7. APPROVAL OF THIS PLAN BY L�JD DOES NOT CONSTITUTE A REPRESENTATION OF III£ ACCURACY OF COURSE AGG-REGA ' 12' MIN. MIN. 6 (150m-,m) TH#�C#£ � �(3.6m) THE LOCA7TOT;I OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UNITY, PIPE, (# STRUCTURE 7HIN THE LIMITS OF 74II5 PROJECT. . IFS J S 8. ALL REVtStONS TO DRA419NGS SHALL BE APPROVED BY 771E LWD DISTRICT ENGINEER IN Wfr'I7TNG PRIOR � 6758FL TO CONSTRUC77ON PROP. PARKING 9. C INEC71ONS TO EXISTING SEVER PIPE OR MANHOLES SMALL ONLY BE E IN THE DIRECT PRESENCE DIVERSION RIDGE 1 .-IFS GRASS LINED SWALE OF TIIE LW6 INSPECTOR. NEW SEA SHALL NOT BE CONXECIO OR ALLi TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WRKBY THE LO INSPECTOR, OR AS APPROVED BY 50' (15m) MIN. DISTRICT EI . ELM SCALE. Hi 1: 4 ID, ALL E LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO WE SEWER MAIN UNLESS OTHERWISE L VERT..- 1:2 SHOW AS APPROVED BY LWD ON 771E PLANS NOTESc 1. 7fti EVITRA( E SHALL BE MAINTAINED IN A G IITf THAT WILL PREVENT GRASS LINED SWALE 11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE TRIG FLOIG OF sED##�IEIT ON IO # L4C Iti#G##TS-OF-WAY. THIS MAY CONTRACTOR. IQUIT2E TSF' DESSYtjIG, REPAIR A40/OR CLEANt3UT Of ANY MEASURES USED 7¢O4TW TO TRAP SEIIMI NT. Q 12. A 10 GAGE SHIELDED COPPER WORE SHALL BE BURIED OVER EACH LA7€RAL. THE WIRE SHALL EXTEND 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PROIR TO ENTRANCE ONTO SCALE.' HOR: 1: 4 UP TO A 2" COPPER, TAG TIED AND SOLDERED TO THE WRE THE TAG OVER 779E SEVER MAIN SHALL A PUBLIC RIGHT-OF-WAY. TER Will 6" ABOVE PAVING SUBGRADE NTH FINAL LOCATION JUST BELOW PAVING. THE TAC OVER 3. WHEN WASi-WANG IS REQUIRED, IT SHALL BE ON AN AREA STABILIZED WITH INERT. 1:2 JJJ THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE W71L CONNECTED AND SHALL CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 13. ALL 4ATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. 1000MY GRAVEL T .: : . I T 14. ALL SEWERS AND LA-TERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTE=D, AND TELEVISED AT NO SCALE PROP, RETAINING WALL I,, 7HE APPLICWF ,lZWT OTORS EXPENSE PRIOR TO CO IDERA7ION FOR FINAL ACCEPTANCE BY I.M. AIR EXTRA STRENGTH FILTER FABRIC SDRSD C-1 TEST SHALL BE DOW AFTER CONSIRUCTION OF ALL OINER yTTI:fM AND U LITY LAMS N1rt1 C7ED 01140-UT WIRE MESH SUPPORT 15. ALL SEARS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD STEEL OR INSPECTOR PF#OR TO P#RING. WOOD POST LO PROP. SIDEWALK 16. ALL NEWCONNEC77ONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES OR SHALL BE MADE BY ATTACH FILTER FABRIC INSTALLING NEW MA7 UFACTtIRED WYES STANDARD BELL AND SPIGOT OR PLAIN END Vill AND PLAIN END PIPE SECURELY TO UPSTREAM SPOOLS MATCHING THE ADJACENT EXISTING PIPE MA Y BE USED FOR AISER7WG WYES INTO AN EXISTING SEVER. SIDE OF POST 69.507C PROP. PARKING 17. IF NECESSARY DURING THE LATERAL CONNECTION WORK UPS71i FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND SY-PASSED BY PUMPING OR PUMPER ]RUCKS FOR DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCA77ONS WI7H SIGNIFICANT UPSTREAM FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY FLOW PROP. AND BYPASS EQUIPMENT WITH FULL-71ME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. PROP. RETAINNVG WALL SDRSD C-1 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC 6 T9FS B$18FS 69'01FS MAIERiAL MEE7IN3 THE SAME MATERIAL REQUIREMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. i 6Z7 TL PVC SEVER REPAIR COUPLINGS SHALL BE RUBBER GASKETED NTH NO CENTER STOP. PIPE ENOS SHALL BE �\ 10' (3m) MAXIMUM SPACING WITH THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLINO(S). THE REPAIR COUPLING SHALL BE // / /\/\/ \\/\\/\\//� WIRE SUPPORT FENCE GRASS LINED SWALE /\ \ \\f/\ �/ /!f 6' (1.8m� MAXIMUM SPACING WITHOUT SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE ALIGNED '\\/ \ �� WIRE SU PORT FENCE TOGETHER ARID THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO 696 FS PLAIN END;PIPES. PVC SEVER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL PROP. PARKING Q TC APPROVED BY THE LWD DISTRICT ENGINEER. 69. FS 72 BW STEEL OR WOOD POST PROP. BUILDING 19. PVC OR WTRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO 71E-IN TO EXISTING VCP. 36" (1m) HIGH MAX. FF 69'84 2.9% SCALE: HOR: 1: 4 FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE --y. 1/ERT.° 1:2 501, OR APPROVED EQUAL, STRAIGHT OR TRANS17ION COUPLING SF#ALL BE USED KITH A GASKET RANGE FOR PONDING HEIGHT PONDING HEIGHT GRASS LINED SWALE EACH END OF NE COUPLING TO MATCH W OU751DE DIAMETER OF THE PIPE ON INAT SIRE OF THE COUPLING FLOW � 6R�4FL BEING . THE GENT1 `S SHALL BE DUCTILE h1i PER A536, GRADE 65-45-12 AND SHALL BE � - ' PROVIDED WIN fib MIS FUSION BONVED EPDXY COLOR COW TO THE TYPE OF CONNECTBtG PIPE GASKETS 3/4" (20mfn) SHALL BE SORFIER ASM, 02000 QQll COWPOUNDED FOR WATER AN SHIER S€RME. ALL NUTS AND BOLTS iN. DRAIN RaKI SHALL T 316 STA9NlESS SIF-1. FLOW s' MAX. ---- (225mm) 8" (200mn) ROW STORAGE HT. SCALE HOR: 1: 4 f ff\ f\ff\ff ff\ff ff\ff\/f�/f VERT.• 1:2 12" MIN. \\ \\�\�\\\�\` 12" WIN. j \\/ g� 2.O (300mm) f / f (300fmm) \f \ff\� . //,•x6" (100 X 150mm) , C TRENCH WITH COMPACTED BACKFILL NOTES: 1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY. � vp 2. tNS-PECT AND REPAIR PENCE AFTER EACH STORM EVENT AND REMOVE SEDNENT WHEN PROP. DRIVEWAY NEC GARY. 9' (225ri MAXIMU-M 4,660MIMENDED STORAGE HEIGHT. PER SDRSD G-14A 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDNT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. _ SILT FENCE SCALE. HOR: 1: 4 g VERT.° 1:2 s �, N:O SCALE go' No 'a Nn ° 0 `- - ERIC- .. ,' v ,. R .� - RECOMMENDED APPROVED „ SITE PLAN: CIT 017 ° S [31� W WELL : HO p� A ,` �I . HORIZONTAL DATE: ,r..7"'// !7 T� . . L BUILDING 959 G AA BY:L AS SHOWN r EL P 'TAL � �A L NIA ASE, . BY: ALANG *411 S'0(j1j-L '�`( VERTICAL AS SHOWN R.0 E- NO. �`" MASIH MAHER PE R Ca'741� ° ES , `Culfs L# Of S'C 'I EL POWAL STAi-�4'I7: ENGINEER zkj NAME: DATE: EXPO, - '� - DATE: / �� � �� SHEET 2 OF 5 NAVI $$ "LEV CrK96'o1 - • " ��J / O DATE: WORK PROJECT N0. 04-119-GDP c Zl\10-7781C\dwg\GRD\7781-GRD-02,dwg 5/25/2006 8:24:45 AM PST Q 1 G'RADING PLANS F0,R * A . M * (20LQL:N CMSTRUCTION NOTES. zs i 6 RETAINING AND MASONRY RETAINING WALL PER SDRSD C-1 <. EX. L MH 3.5 RETAINING AND MASONRY RETAINING WALL PER SDRSD C-1 1 =57 2 + _ Q TRANSITION INTO EXISTING EDGE OF PAVEMENT IF I L_ 1 A ���111 7' n EX. FAIL , ! w . 5 = J!L%, r - �4 S.D.R.S.D. G-2 P.C.C. CURB AND GUTTER X FENCE / r �r7 EX. FENCE 5� CURB OUTLET S.D.R.S.D. D-25 E ) f 5 rl-01 J.J ' J _ � LANDSCAPE AREA GRASS LINED SCALE ,' FOR S MODIFIED S.D.R.S.D. G-14A CONCRETE DRI i, E � / fX. �1G T FOR S#PC .SEE DETAIL i � W/6" CL. 11 AB. 7 1/2° SLAB THICKN 8 7 72.62 fD' 41ALL � tillaAl+, 1 15Da � TR D #4�ALL ." .1 13 73 .T1V 8 BHf� 2 > 67. 7FL j j t 67\ 4" P.C.C. CONCRETE SIDEWALK S.D. G-7 8 QDFS 66.81FS•, 66.9 III fi71 / 67.02FL 3 6 .24OTJT 7D.47FklT R 72. 7SFS T TEXTURED AND COLORED = tEGO BUFF SC8-2 118.48' }} e . x - - r � 8� 6 SPLASH WALL f` Q1.9fl FS �. V100=1 S µ � , O 6" CURB 0 7.3i�F1 1., 2 68.1QFS z NQNF� X. 7 67.7@FS 7. , . S FREE 3.5 87, 1.Q 10 1 DRAIN 8E R€rtSD Low � 1" e. • 2% 6 `� FS 6664_T._C _ WATER SERVICE PER W.A.S.C. #WS-01 & BACKFFLOW 4 6T4Fi 12' + ' 6 `. 6& S 67 ' 'S PREVENTER PER W.A.S.C. R-01 6 S 67 67. 67.34FL 8" PVC SEWER LATERAL W/CLEANOUT AT P jL PER L.W.D. S-8 1 15 �' 6 8FS i LA�CAPf GRASSED LINED SCALE (PRIVATE) 65 ..1 i 6L FOR;S 'C 67.9 �`, 74 5TW ci 6F 6835FS AC OVERLAY AS NEEDED . 13 i• � ��_ i - - , ,� `�' � � _. ,� _ 71.05FS/OUi' OR POSITIVE DRAINAGE I , 6 'QFS S 7 4 FIRE SERVICE PER W.A.S.C. F-05 1 - iil + 65 E W SC � ROW FL FENCE }' S PAVEMENT RiEC0M?WENDA`T!0NS PER 14, Q-) \ w S L . ORZ > *`^ "+ cv 4 Al 6" CLASS N BASE 0 95% # {;i E,X. --., S ,_. . n y I14 R€ I y� 1 A COMPACTED LIBGRADE 0 957 S 1,2 EX. E pSCAP i, 3 TRAV51 .J , 3" C 6" 2;9f E 1 r l EWWD i 6 _ J VARIES :3� VARIES 6 67 F 2' VARIES VARIES y , i - -- ' -'_ _ _ �� PER _ - N74°2$'38 E 116 25 - PLAN 65.71FS L--- l, q __. ^ 1 6768FL 74.2DTW ' 6" PVC STORM! DRAIN 0 D.5% � ., ' < 6DES 68.O6FS 68.2DFS IN ex 67.84FS 67. \ S N 4 / s oP SLOP C1 4 j . ';,w iS.D' ____.-._ _ iOD�0.35CFS, V100=2.83FPS 71.03FS/OUT e SWAL Q fl:3�FS 5 6�4t?FS/OUP F LNdE f DEEFAIL13 It I Il 2S` 5% 65. 2FS EX V1 -1.37FPS + 72 642IE 1 LANDSGAf'€ AREA tfy U 10 72,s56F6Y .4 WALL 0 LJILDIN� I 0.25 6 4v.�r 53fSfCFiIT 6 FR€IM 6 TO 3.5 S ex SLOP E BRASS OR TURF N CNQR OVER LAND LOC TURF FOR P TE'T EX WA 7ER ' x � �._-; � r � i , �._ , � - _ RFORG6klRN �FL � PEER. � ' � T PROP a I � f As sMOw�v ON PLANS VA 17, ' BRASS UM� A EX - - 1 NO SCALE U7 i 11 �: ,I I ALL RUNOFF FROM ROOF DRAINS SHALL ' CHARS = I EX. BLIkDING ONTO GRASS AND LANDSCAPE AREAS PRI t , I x_ COLLECTION AND DISCHARGE ONTO 711E STRE� �? it -_ ,,.....-. INTO THE PUBLIC STORM {AN .SYSTEM EIG 14 - T Qm C3 ca _ _ THE! A4ODIFICATION OR REMOVAL OF THE STORM DATER EXISTING HIGH POINT R ^ 4 0.0 - POLLUTION CONTROL (SWPC) FACIL177ES W17HOt/T A (ROADWAY CROWN) 25.0' PERMIT FROM THE CITY IS PROHIBITED. 1 1� ` 55 OO R jW (EXISiTING) 012 m i { 7 r,5 4' E1L 91N0 SEE SHEET 2 FOR GRADING SECTIONS It (ULTIMATE R/W) L 25.00 30,00' VARIES CY !ii NCTD R/W PROP. ST. VACATION f - 22.00 8.00' 0' 13.00' T5 fJf L1 A _ 5.00' f - R r� _ I E = �,PHALT BERM ?' x IE= 5 OO' 3 00' SCALE s EX. EDGE OF EMENT h GRAPHIC i 0 o s o zo 40 ' N I FILL WITH COMPACTED SOIL • 9y � 2� 27 1 inch = 10 ft- -- •-- �r i , d #. ROAD t THIS AREA WILL REQUIRE >- y GRINDING, COLD PLANING & PER PLAN +r. ' © ! t TOP OF CURB AL VY fk AC OVERLAY AS NECESSARY , FOR SMOOTH TRANSITIONa PLA 1i9P - GIV I E( 1iT& - LAND &9AV EYINNCi - GEOTECH'IIICAL -I 1441 8'9I1T1 �^ �, MITE 115 ESC©NNUb GA. 92#M2 , PH.�75#!) T48.49�3 co;+` �' LJ a NTS f AffOM WE MAIMS Dik , . APPROVALS CITY OF ENCI ITAS E : PAR � ` D X11` 6E M {zP '165SFIn NgrrtBENC-25 NL191V+7 PARES U R � {{ RECOMM€NDED APPROVE SITE PLAN: 0) 6" CITY OF ENCIAIITAC BRASS p{SC"b1, WELL lt` T TIC I# kTION S3Ll HORIZONTAL AS SHOWN DATE. PbT1T ��{ ar BY A.M. GOLDEN BUILDING } (� 1?f�Q' 1i'1 AIz` I',�' Tt �St '( I'"�}�.4'=� - VERTICAL AS SHOWN ,r R.C.E. 'NO.'•_'�' - _ MASH MAHER BY: PETER C +3- EmBVES 7itfiii ..Gi AVENUE "`;'� I{ EL PI rAi- s �� ENGINEER ,, z;. EXP. - `.-. �Y" ` AS, ,.::'u•••A f NAME: DATE: DATE; f NAV1Yd8 V, Fifl,6O1 y„ � R. -. (,�II2/®`j DATE: WORK PROJECT NO. 04-119-COP SHEET � OF N _ V RET MASONRY RET WALL SD C-1 9R, 000�A w,,OOQ/N ,G 0 N R- * A * m* ,4wwQLQEN wBQILQIN I i E f ( fill ��� ��f �` / 3.5' RETAINING AND MASONRY RET C--1 I � VMS" #(M EXISTING ME OF F%VEMENT I 1 f ' Sb.R.S 6 0-2 P.C.C. CURB AND UTTER 1 f CURB OUTLET S.D.R.S,D. D- N ! f 1 i . J 1 265-J i V o, f f 7 1 S{{}}.D.Rpyy.s.D.. G-14A CONCRETE ,WAIF ££y � 1 � 1 .. �� ��a d q 0-�1' / f � � - :.: W1i CL. if AS. T 1 T� - CXi ` tt q, fl 4" P.C.C. COMM SIDEWAX S.D R S.D» 0-7 . . 400 TEXTURED AND COLDRED SAN DIEGO WJFF SC-8-2 EX 1 � � '� $ 6 WALL 4 T ?3 flUT 6° CURB OPENING r S ryy, s t ^ ti k°fY dt 1O 12' AREA DRAIN e ` o R • • b .. 4 1" WATER SERVICE PER W.A.S.C. #WS-01 & BACK-FLOW " p t `." . `. .T < \ _ 0x '`-'' PREVENTER PER W.A.S.C. #WR-01 ©"P , LE 11 1 i I � ,£FS TREE 1.0 ' 2X l TO � RED . SE� 'TAIL ,y, SEE' D€TAIL / •S'//E'ET S PROPOSED 6" PVC SEWER LATERAL. WjCLEANOLIT AT wjL PER I.W.D. S-& 12 [� 67.98TC 4FS SHE r. _ e '• w �l SEE THIS SHEET FOR SEWER LATERAL DATA TABLE, 6 JA 8.1 . Y \ YJL5FS 6 I - LGLjJ SEE .DE TAl L 2 SHEET 5 1 7F CAV 4 68.6811 I 13 GRASSED LINED SWALE (PRIVATE) off-_a J 5 d g 3 fr sE� orr�lc 3 sNEEr �,� , AREA \ 14 AC OVERLAY AS NEEDED FOR POSITIVE DRAINAGE Lij � q � , ( : , FOR S11PCE B�R��r/' N �� 69.6 15 4" FIRE SERVICE PER W.A.S.C. #WF-05 77�sFS i1EJ �\� � �� SEE THIS SHEET FOR SEWER LATER. DATA TILE. J 5.f1 , ! 2.0 2.0x 1 I c SEE SHEEP 5 FOR SEWER LATERAL NOTES. s Y\A WMENT C S PER ROW FE REPORT � I X £X t S �� 16 A . '. � EX. -...J B Nom' m 4 ACTED ADE 0 9= �\ � I ,� VARES VARIES VARIES vws 4. --- _ a POG 3 CU. 6 4'49.14 l pER � FLVW BRASS x FS r # 69 69 �� x scow 1 i bl : 1° 4sEo lL �1 °- 69 � CY z.s _ 69. OFS ���/E'�•T .� 6 0 C Fr7 61t. ..- 69.4FFS 6 .76FS _ �l .25 68. X737 9 f �e cu 1 EX AC R. s< . ` ,� � ` -__ ==°____--- GrNEEREOeow 0 239.54' FROM! _ _ _ 20 MIN. bole EX. LWD MH ,kl �' 36' N748'3$'f 116.25' 318 GRAM bZ.'J 2FL_- 2' � i{S 0.59 ----- TW' 4 75. 4TW o. Of-1080 6 PVC S DRAIN \ 69. 2T'S 69.40FS .�S N �roRFr€Nn� '�aaNFeREa saL' LAYER SHALL BE b° DEEP `SANDY o Qt00=0.35CFS, Vt00-2.83FPS 7FS OUT s/a° CRUSHED RoGc .- �` 5 t5.0' - - ----- ----- ----- -_� 70. SOU GRASS LINED SCALE MoR£ nrAN SLAY cONTENr. THE MIX SHALL �.�, LoAM say. MIX arm NO 0 0 0.35 69.31 TG 10 FOR SWPC SEE DETAIL 13 2 CONTAIN 50-6'0Z SAND, 20- COMPOST OR HARD MULCH, AND (t1 �6.7l,F$ X Y1 =1 7D> 7W . 67.761E 20-30X L, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS; I, 1.44TIY 73.90TWry6.0 WALL £�l BUILDING LANDSCAPE AREA AND ALSO FREE OF NOXIOUS WEDS. .899fS IN 7.9�4FFS rRAN IrION WALL FRaal 6 rD 3.5 I .\ t�Es'T,q l do 3 .87F /OUT 69 7 FOR SWPC _ GRAS5 D S1 W 70.34FSjOUT C 7 A V ( f- f( ) �_ / X NO SCALE t'7 � c' T £3L WATER � � f ft' tJ f � �) � f f �,� .� �VI f f 1 � l�-% . ) / o JUST PROP. / r d r „r ,-030--2 ZS v m of 1 EX. PEACE \ Cfl +` zD 1 x QG �-- - Q. EXISTING HIGH POINT \ ALL RUNOFF FROM ROOF DRAINS SHALL DISCHARGE (ROADWAY CROWN) N�I F EX. RUILWNG ONTO GRASS AND LAND APE AREAS PRIOR TO � U COLLEC77ON AND DISCHARGE ONTO THE STT"WMAND 55.00' RjW (EXISITING) INTO THE PUBLIC STORW DRIAN SYSTEh4 E SPINE G7 4 , . " -- -.. - \ S 7 .QO R (ULTIMATE R jW) U THE UMFICA 77ON OR REMOVAL OF THE STORM 0 TER VARIES L - I - -70 P€JLd IdTJN NT �t S 'C FACILITIES kVtThl {T A NCTD R jYd PROP IiACA +11 ��,^ PER�ktIT FROM T! Of .1, IS PA101-0170. b f R £ G SEE Nam SHEET 2 FOR GRADING SECTIONS 5.D0' r I i \ l EX. ASPHALT BERM N =/� > -- - --- \ ! EX. EDGE OF PAVEI -NT ! ° SAWOUT LIN N :; \ / FILL WITH COMPACTED SOIL. GRAPHIC SCALE 10 10 5 To 30 40 EX. R.,TM/ AREA .L. REQUIRE TOP OF CURB t t I i! i 1 inch = 10 ft. tom, COD PLANM & PER PLAN •.. AC OVERLAY AS NECESSARY may. - FOR SMOOTH TRANSITION TR SEWER 5 . TI LE AI 7 : . ��r kil :F VISIT L IN 011W DROP TO LATERAL LATERAL GR D 0 PAD . UP kl BACKWATER REMARKS / SEA.. LOT OF' , I OF ELEV. SLOPE X F� BELOW ELEI tc4F1 Rti1 VALVE C) NO. N0. L Ilr LA' MAIN AT PL A9 PL PL Ft. ELEV. REflYJ NQ.s51aa IE PL TO IE 1 9 i X rJ-AP f 6'7: � , I _ REwo �cr� ws .. . ,__.a ... . .._ c Kmmw A#D . Pont NtTt� 1025 Statlop Nwnw NC�25 (�# AM UW , XRMSI N REGOMM NDE€� APPROVED SITE PLAN: 2. CITY OF I NC91ITA5 BRASS DISC IN WELL N41+IU�T IN THE INTERSECTION OF SOUTH #wRtzaNTAt As srfc�WN DATE: �°'9-�! . _ A.M. MEN &"NG - �^+ C73 EL POITTAI_ STREET AND LA MESA AVENUE, BY: BY: �. 9 5 V V E ! +�E 1 100' NORTH ALONG THE SOUTHEASTERLY VERTICAL AS SHAWN R.C.E. NO. AS#H MAHER �p PE CURB LINE OF SOUTH EL PORTAL STREET. ENGINEER CAUFMO / NAME: DATE: EXP. �' '� M +� R ROBLES VCIrI ' NAVDEIB ELEV. 60.601 STFfA�A/ DATE: DATE: j � WORK PROJECT N0. 04-119-COP dd¢Ei T A1F 5 NEW . H EET A ti­� UL CON I A . M . GOLDEN BUILDING F _ I � I M . . Mw CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT _ ---- - - - WASTES O�iSITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR. STUCCO, PLASTER A THE LIRE INTO THE I STORK WATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. A STABILIZED CONSTRUCTION ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT THE TRACKING OF 1 DIRT OFFSITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. VVV I � , r { - A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAINS SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING VEHICLE REFUELING AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE j r OFFSITE � , I , I L EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED �.---" CONCRETE CL old;OUT PER DETAIL —8 AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER { '. CALTRdS ST WA R QUALITY KOOK VEGETATION, AND BONDED FIBER MATRIX. ' # TE a TY H ' MARCH 12 2. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. I t�mllo � 3. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND TtIE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. I 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES 1?8.4f3' " TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UMECESSARILY; X ----�-- X. --- - - --.. S f � �. t THEY HELP DECREASE EROSION. _ 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR - ;.. EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 6, PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. y' 7. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ! I 11 GRAVEL NO anon CON MA� STORAGE CIE jj - I. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR 1 1 c __ SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY o j CONTAINMENT FOR ALL FUEL STORED ONSITE. t lit 2. ELIMINATE OR REDUCE POLLUTION OF STORM WATER FROM STOCKPILES KEPT ONSITE. STOCKPILES MAY INCLUDE SOIL, 1 PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORM MATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION CONSTR UC MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. ENE 1 4 ' , -. ., 1. CONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORM WATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO S o. EVERYONE WORKING ON THE SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORM WATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. I � I t 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERTY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. j DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM MAIMAL IS STRICTLY PROHIBITED. ` L S ZRAGE I AE 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORM WATER BERMS/DACES SHALL BE PLACED AROUND } !, 50 AREA DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS _ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. i \ _ `RNLI FENCE .1 ;'' 3. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 794-1195. FOR INFORMATION ON LANDFALLS AND TO ORDER DUMPSTERS CALL _ - EDCfl AT 7€s0 436-4151. 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORKR AND CHECKED MQUENTLY FW LEADS. CONTRACTOR SHALL _:. PROVIDE SECONDARY CONTAINMENT AN PORTABLE D LOCAT E OrlkE TOILETS AWAY FROM STORM fl_ INLE"S ON PERVIOUS SURFACES. R ik ` X 6- ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORM WATER POLLUTION CONTROL MEASU RES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS NT A (T 760) 633-2770. Ism i ! t s I 1 SILT FENCE GRAVEL BAG � t � GRAVEL CONSTRUCTION �SE�EElT 2 F OStON CORITROL SECTIONS ENTRANCE, EXIT"U : i _ w, CD At GRAPHIC SCALE 00 10 Q 5 10 20 40 �� II , ' - No.6512 l�7 1 inch = 10 ft. ��� v o,�� � 5 0) R � DI E MIN 10 BUILDING APPROVALS ALS CITY o E DEPARTMENT DRAWING NO. �" CITY C I✓rNCI�NfT`ASkt�ASS DISC IN LL ER RECOMMENDED APPROVE SITE PLAN: Q (`. ,. ,Y ',`"-.. t HORIZONTAL AS SHOWN A.M. .1 � 1 IIV fi}d17E12SrFCTIQAJ Of S � '� DATE: —9—EI r I P( TAI SI £T AI{D LA MESA AV IOAE, BY: BY: �i�� Q� 0 1A' I ALd#IQTkIEAsT f VERTICAL AS SHOWN R.C.E. NO:� ��$�I - MASIH MATER PETER �'�-Q-x°-a�ES X41 VULCA AWNUE r/� NGIA I 8�8 1 II€L bF O FM £L POWRL NAME: DATE: ENGINEER ENCINITAS, CALIFORNIA V 0. L31 t ✓✓�1 J�MBY EXP. DATE: DATE 11C WORK PROJECT N0. 04-779—GDP SHEET 4 0 F 5 1. LWD APPROVAL OF THESE DOILY NOT RELIM TOE APPLICANT P=RIVATE ENGINEER 1. T ~ S AN 8 t CLAY PIPE A), IN LIEU OF CONNECTING LATERALS OF WORK, OR CONTRACTOR NSI, FOR I%E CORRECTION OF £ PER IS CONI RACTOR MAY USE LE PER FOLLOWING: AND OMISSIONS DISCOVERED I�AW QTR AI IER CONSTRUCTION. m PROVIDE A GPK PRODUCTS INC OR EQUAL, SADDLE WITH EPDM RUBBER GASKET 2. ALL DESIGN, MATERIALS, AND E UCT1 L WORD SHALL CONFORM TO THE LEUCADiA M- FOR M0UlIING TO THE 10" OUTSIDE DIAMETER OF THE r VCP PIPE WASTEWATER DISTRICT LW0 SEWERS NTOA9ROS AND TO THE REQlllf lll£NTS OF THE roLE1ZA+.►T P4 4WT/A!Pa .>u/TA8LIF b. THE INSIDE GASKET DFA. AT A POSTLONING 45 DEG. HORIZONTAL W/WYE /4RraAtT(,ON AREA SHALL BE FOR W✓FLL DRA040D v0/L AND THE ORIEtM TO •T44E DISCHARGE IN SAME DIRECTION AS FLOW LEI/EL. AA/Ea D49PRi:SSED A �13IONAL SMI ARID , MOST CURRENT EDITIONS- IN THE FIT OF CONFLICT c. CORE VCP PIPE TO MATCH THE SADDLE M14/1Milm of B",FRaM TfrE THE LWD SEWER STAND' • , GOVERN. d. STRAP THE GASKET & PVC SADDLE TO THE VCP WITH TWO 1/2 IN. WIDE TYPE 316 SS S[sRRO/1NV/N6 fiRAD 2-3„NAIRPWOOD M04CH Vvv 3. OSHA SAFETY ORDERS AND OS+lA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE PIPE TIGHT-1£D TO 60 IN-LOS MIN. " FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. e. Cam# A 2-SACK SLURRY CONC. LUG MIAQ. 6 THICKNESS AROUND NEW SADDLE-WYE ¢is l�3 61r (A TE T/ X CONNECTION. CONC. SHALL NOT EXTEND BEYOND WYE 4. THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2. & J. DOCUMENTS RE© So/G ON THE JOBSITE AT ALL 5. THE CO TOR SHALL "RUM ALL WORK FOR A PERM OF ONE MR AFTER r(/� " THE DATE OF FINAL ACCEPTANCE TTY LWQ A1L£I SITALL RUM OR REPLACE ANY WE)RK / ^A/i= _ _ _ .. - 23, of 31,e GRAVEL THAT MAY PROVE DEFECTIVE IN WFO~AN$HtP AND/OR MATERIALS WINN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. =:I _/yam -.11t 6. PRIOR TO BEGINNING WORK, =d - i ., _ ::-•, -,: / CONTRACTOR SHALL SECURE A L1WO PERMIT FOR � /,�,� � -._• r .� �- � `.. � '' - t/� CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 48 HOURS NOTICE TO LWD PRIOR TO /� 3/4 CRUSHED ROCK CONSTRUCTION. SC¢r ©T Ml 7. APPROVAL OF THIS PLAN BY LWL) DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWO DISTRICT ENGINEER IN 0�� WRITING PRIOR TO CONSTRUCTION. fr //x-1 �.ao ✓/i / � rte. !r✓ A 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN T14£ DIRECT PRESENCE OF THE LWD INSPI=CTOR. NEW SEWER SMALL NOT BE CONNECTED OR 3 8. 43' ALLOWED TO FLOW TO E= SEM UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM �8/ORETE.s/7't�.k! j' E/tfilN€EREa saIL" LAYS;k -S14ALL 80 WORK BY THE LWD INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. r A2,4 26_ M/N1MU17 "OErEP "•.gAA/By 4014.4" s©11. MIX W/TN A/O 10. ALL SERVICE LATERALS SHALL LOG ATED AT RIGHT ANGLES i0 THE SEWER MAIN UNLESS N/oRE 7_AlAA/ 5j6 CLAY 0,014TENT 7Hc£ r>e �'�i`ALL OTMWERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. C7 SUfi'FiSCE Co,crTAry StJ -6o ° sArJDr2o-30°,C- C® I�BT rR E 00 f(ARDWOQD MUGCl/j AND 20-30% TOPSOIL 11. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL X* 314" CRUSX1464 &,&CK LAYER s s4A L BE A AfAVI A -a" LOCATION BY THE CONTRACTIOR, EX. 12 LVATER SON OF 24" BurMA,Y Bit D€-tPoF,hGD 7'FJ <Af0At4A&e THE 1fvF-14-rAA-''af A.V0 Sr4R A4"67 AsAfry eq jw xyz a4&m. 12. A 10 GAGE SHIELDED COPPER WIRE SMALL BE BURIED OVER BFI LATERAL. THE WIRE SHALL EXTEND. UP TO A 2" WPM TAG TIED AND SOLDERED TO THE WIRE. THE TAG �1 2� l OVER THE SEWER MAIN SFIALL.L TERMINATE 6" DOVE PAYING SUBGRALIE FINAL SSE G pup a/,� '1. ,• o LOCATION JUST' BELOW PAVING. TAB OVER THE CLIST E44D OF THE LATERAL Pu e � 1 AP SHOULD EXTEND ABOVE ORADE UNITL CONNEWED AND SMALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. A. / BJII' fi n 5 13, ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. Ex.8! VGP sEwER MAO„! �AL 14. ALL SEWERS AND LATERALS BE +Wk's BALLED, LOW PRESSURE AIR TESTED, ANiJ TELEVISED AT THE APPLICANT/ AC �F'Eti# TO CONSIDERATION FOR FINAL ACCEPTS BY LWt�. AIR T S CONSTRUCTION OF ALL OTHER LFTIUTIES AND UTILITY L«I S> 5"L,4 A4 LAT�l A�J„ f' ✓!. S 15. ALL SEWERS AND LA L BE IN PLACE AND SHALL HAVE FINAL APPRWL BY H,oT TO 3'aA,t 14P, � THE LWD INSPECTOR VAR-1 16. ALL NEW CONNECRONS TO 0I BE MAW TO EXk OR MALL . T .BE MADE BY NG T S PIPE MAY BE OR D T{ ,G A NT Eli R 17. IF I EZESSARY DURING THE LA ` UPSTW 1S1 FIM IN THE G SEWER SHALL BE L or Al Y P' (lR IfU T TR�S FOR RI AL. T4 A � IN L� L, �� SI aT�IIFICR+iT UPSTf#F: FI.tTW, LWD A1€ R '� # IL ON Imo` �f AID SA'S'S '�` _: FAL.12UL Go F (YIN ti$. FOR CONNECTION OF PLAIN iq PVC SEWIM REFWR COUPLINGS SM- L BE MADE OF PVC MAO. t AND OUsm lY DI NSIOI AIDS THE PITS .. 3 #lVC RE3"' COUPLINGS SHALL BE � �fr � -- RUBBER CASK WITFF _ . I� ENDS SHALL I THOROUGHLY CLEANED d ��3 rr/v a.€. �J (u R SLIP#ALD ALL TT4E L +Y N �E ArIOINI , � /rlae1' SHALL BE �N� C.: .�. ENG 1 A N +r c .E EQUAL LY SIa B ; N T I* PO/C SEWEI REPAIR COUFINGS stoRsmawnaw + -s`/ ca $TDSltE ( 3 SAC"K!rr6 SHA1l BE OF` . BY PW ` SAL BY TH£ LWL) C1' LEER. � 19. PVC OR VITRIFIED CLAY INPE ,, �' BE USED TO Tllr_}N TO l�'LACEf) tbl/�R i�/I.TiR'�1Z l�q$O�IC , I/l EXISTBIG VW. FOR OF TO VCP OR VCP TO PVG, 1 A AC IN ES, INX SFRAt4kTF TRANSITION > , COLIPUNG SIIALL BE OEM ' A TK CTIUPL,lN6 TO MATCH THE ODUI SIl E t 1 . 0i,L.G BIKING / 16+: E JOINED THE GRAVE 65-48-12 AjOT• 721 -C@ALI AND SHALL. B B wR TO THE TYPE OF 0ORKWIM 1 LF �A7TO, COMPOL= IOED FOR WAX-0 I ALL Fit s At LS BE TYPE .e 314 STAINLESS STS N 20. FINAL APPROVAL OF' PLANS (CI .,". .; F A PERTH OF NOT TO £OICE£LT #CIE #SATE TO OE CONST'Rt7 IF TIC ONE Ile YEAR TIME LIMIT IS I� TO i0llt T OF CN' STRLIOWN THE DEVELOPER SHALL v RESUBMIT THE Cif 2'11 IT FIR iO L# TI;D KEVIN AND ATsPR AL ANY O a � SHALL MAM AT � DEVELOPERS EXPENSE AND APPROVED BY L DISTIftf ENGINEER PRIOR TO THE START OF R. j No.65124 m I ' Pt.A�1l�N BLS A " b I T ©RAVANG N . _ OF � _ L • I? t N", 1 i SLR FOB : . 2.5" OTY OF ENCINIT BRAS C IN WELL PL ms RECOMMENDED APPROVED SITE PLAN: (� (� `L R .. ' ., /CIS / . MONUMENT IN THE INTERSECTION OUTI HORIZONTAL AS SHOWN DATE: A•M• GOLDEN R�L 959V `3 ' ' EL PORTAL STREET AND LA MESA AGUE, Y. BY: - '� - -` 100' NORTH ALONG THE SSOUT14EAS'TI+RLY VERTICAL AS SHOWN � R.C.E. Nt` MASIH MAHER C PETER ROBLES ++5� ENGINEER /S' f -CURB LINE OF SOUTH Lv - ' NA D$f3 ELEV. 6f1 601 EL PORTAL STREET. �� EX P, DATE: 3/17 / lo WORK PROJECT NO. 04-119-CDP I T NAME: DATE: SF.E!/Fil/ IQ. E P' DATE: SHEET 5 OF 5 EW SHNEET