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2011-10917 SG (Plans) RIGHT OF WAY NOTE. B. NOTIFICAPONS STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNERS: OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A CONCRETE WASHOUT SELF REALIZATION FELLOWSHIP CHURCH A RELIGIOUS NON-PROFIT CORPORATION PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE 215 K STREET THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. ENCINITAS, CA 92024 STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWAIER CONVEYANCE SYSTEM (760) 753-2888 UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION F OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. SITE ADDRESS.• DRAINAGE NOTE.• COMMENCEMENT OF WORK.• CONSTRUCTION SITE ACCESS A. SEWERS - ENCINITAS SANITARY DISTRICT.• (760) 753-5018 1105 SECOND STREET NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN AWAY FROM B. GAS & ELECTRIC - SDGE.• (760) 438-6200 A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF ENCINITAS, CA 92024 STRUCTURES FOR A MIN. OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. C. WATER - SAN DIEGUITO WATER DISTRICT.- (800) 227-2600 SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. D. TELEPHONE - SBC BELL: (760) 489-3411 CONSTRUCTION VEHICLES LEGAL DESCRIPTION: UTILITY NOTE. E. CABLE TV - COX COMMUNICATIONS: (760) 806-9809 X-2233 A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSIRUC110N VEHICLES PARKING, VEHICLE LOT 11 THROUGH 16, INCLUSIVE, BLOCK 11, OF ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP No. 148, FILED IN THE OFFCE OF THE COUNTY RECORDER OF ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF-SITE. SAN DIEGO COUNTY JUNE 12, 1883 (760)-633-2770. EROSION CONTROL WORK TO BE DONE J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE (760)- 633-2770. ALL WORK PERFORMED EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST A. GENERAL WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFCA7IONS FOR PUBLIC WORKS CONSTRUCTION, THE D EROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES SEE SHEET 3) OWNER'S CERTIFICATE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS D.ANY CHANGES NO EXCAVATION AND GRADING AC71WIlES ARE ALLOWED DURING WET WEATHER. OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHRIS MAYNE, (760) 822-7753, 24 HOURS I (WE) HEREBY CER7IFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONS7RUC110N SITE CONTRACTOR SHALL PROTECT BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE 2 THE SOILS REPORT 777LED °REPORT OF PRELIMINARY CE07ECHNICAL INVES7IGARON, PROPOSED TEMPLE ANNEX, SELF REALIZA7ON 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE RAINY SEASON (OCTOBER CHANNELS AGAINST EROSION USING PERMANENT AND 7EMPORARY EROSION CON7ROL MEASURES. ON THE COMPAC71ON AND STABILITY OF THE SITE FELLOWSHIP, 1139 SECOND STREET ENCINITAS CALIFORNIA" PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JUNE 13, 2011 PROJECT 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1, AT CONVENIENT LOCA77ONS TO REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID No. 2110253.01 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WI7H THE FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT RECOMMENDA7IONS AND SPECIFICATIONS CONTAINED IN SAID REPORT UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY- THEY HELP J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. DECREASE EROSION. SIGNATURES rto `I ,� a �I J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND 1?PE OF DRAINAGE FACILITIES, NOR OF (� DA � IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNC77ON 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SAIISFAC77ON OF THE CITY 7EMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUC77ON IS NOT IMMEDIA7ELY PLANNED FOR EROSION BROTHER BHUMANANDA WITH IMPROVEMENT PLANS ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND SELF REALIZATION FELLOWSHIP BIND THE SOIL. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA7ION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. PLANT PERMANENT VEGETA110N AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACPW71ES ARE COMPLETE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAU7IONS REQUIRED TO PROTECT ADJACENT PROPER71ES DURING GRADING OPERA7TONS• WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXIS71NG PRIOR TO GRADING. 6. THE CON7RACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. ON-SIT E CONSTRUCTION MATERIAL STORAGE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. ALL EROSION CON7ROL MEASURES PROVIDED PER 714E APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE LEGEND THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF 7HE RAIN. CON7RACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL 7 7HE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH FUEL STORED ON-SITE PROPERTY BOUNDARY FOR CONFORMING TO ALL LOCAL, STA7E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA77ONS• WORK DAY. ELIMINA7E OR REDUCE POLLU71ON OF STORMWATER FROM STOCKPILES KEPT ON-SIZE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER RIGHT OF WAY R/W 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE 9. ALL REMOVABLE PR07EC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY FLOWS AND STORM DRAIN INLETS STOCKPILES SHALL BE COVERED OR PRO7EC7ED WITH SOIL STABILIZARON MEASURES AND CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND 07HER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES 9. NO GRADING OPERA77ONS SHALL COMMENCE UN77L A PREGRADING MEE77NG HAS BEEN HELD ONS17E WITH THE FOLLOWING PEOPLE TRAINING EXISTING CONTOUR ;J ---- PRESENT- CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SAN DIEGUITO WATER DISTRICT NOTE CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE SCHEDULED WITH THE CITY AT EAST 48 HOURS IN ADVANCE BY CALLING (619) 633-2770. CITY OF ENCINITAS STORMWATER POLLU77ON CONTROL REQUIREMENTS THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING NEW CONTOUR ��-- 1. REVIEW OF 7HIS PLAN BY SAN DIEGUITO WATER DIS7RICT DOES NOT CONS77TV7E A REPRESENTA77ON AS TO THE ACCURACY OF THE ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCON7RACTORS ABOUT STORMWATER REQUIREMENTS 10. PRIOR TO HAULING DIRT OR CONSTRUC71ON MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER LOCA71ON OF OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND U77LITY PIPE OR STRUCTURE WITHIN THE LIMITS OF 7HIS AND THEIR OWN RESPONSIBILITIES. EXISTING ELEVA7ION SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY PROJECT WITH ALL COND177ONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WASTE MANAGEMENT NEW ELEVATION 2. ALL EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN I.E. LINE CROSSINGS, LINE PARALLELING PROPOSED CONNECTION CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUC71ON MATERIALS DUMPING OF 11. UPON FINAL COMPLE110N OF THE WORK UNDER 7HE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WA WATER MAINS SHALL BE UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY OF SECURITY AND AS GRADED CERTIFICA77ON SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 10917-SG HAS BEEN SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN PROHIBITED. SIZE WALL (PER ARCH) PERFORMED IN SUBSTAN71AL CONFORMANCE WITH 7HE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". DIEGUITO WATER DIS7RICT. THIS STA7EMENT SHALL BE FOLLOWED BY 7HE DATE AND SIGNATURE OF 7HE CIVIL ENGINEER WHO CER71FIES SUCH GRADING OPERATION. NO SEEPAGE FROM DUMPS7ER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO EXIS71NC MASONRY WALL :.. J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS DUMPS7ER LIDS SHALL REMAIN 12 ALL GRADING SHALL BE INSPECTED AND 7ES7ED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIREC71ON HE SHALL INSPECT AND HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFEC7ED BY THEIR PROJECT. ALL AFFEC7ED WATER FACIL177ES MUST CLOSED AT ALL TIMES DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED W17H TEST THE EXCAVATION PLACEMENT AND COMPAC77ON OF FILLS AND BACKFILLS AND COMPAC77ON OF TRENCHES HE SHALL SUBMIT SOILS MEET CURRENT SAN DIEGUITO WATER DISTRICT STANDARDS IF FACIL171ES DO NOT MEET STANDARDS THEY SHALL BE UPGRADED TO TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MASONRY RETAINING WALL (PER SEPARATE PERMIT) m REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLE77ON OF GRADING OPERATIONS HE CURRENT STANDARDS AT THE OWNER'S EXPENSE. SHALL STATE 7HAT OBSERVA77ONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 774A IN HIS OPINION, ALL MANY CONS7RUC77ON MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE DIRECTION OF FLOW EMBANKMENTS AND EXCAVA77ONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 4. U71LI77ES TO MAINTAIN MINIMUM 5-FEET SEPARA77ON WHEN PARALLELING WATER SERVICES. WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MA7ERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MA7ERIAL, CALL THE HAZARDOUS WASTE 13. THE CON7RACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POS177VE DRAINAGE AND PREVENT PONDING OF 5. MINIMUM HORIZONTAL SEPARA77ON OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS H07LINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) BUILDING FOOTPRINT WATER. HE SHALL CONTROL SURFACE WA7ER AND AVOID DAMAGE TO ADJOINING PROPER77ES OR FINISHED WORK ON THE S17F AND SHALL 436-4151. TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UN77L SUCH 71ME AS PERMANENT DRAINAGE AND EROSION 6. ALL WATER SERVICE TO BE CONS7RUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WA YS. WA7ER ME7ERS MUST BE IN CONTROL MEASURES HAVE BEEN INSTALLED. FRONT OF PARCEL THEY ARE SERVING. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. DRIVEWAY OPENING (SDRSD G-14A) 44. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD 7 CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO-LEAD BRASS BE USED IN THE CONS7RUC71N OR REPAIR PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE PVT STORM DRAIN PIPE SPECIFICATION. ALL VEGETABLE MATTER AND OBJEC77ONABLE MATERIAL SHALL BE REMOVED BY THE CON7RACTOR FROM THE SURFACE OF ALL POTABLE WATER SYSTEMS EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, 7HE DISTRICT SHALL REQUIRE ALL SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORM DRAIN INLETS ON PERVIOUS SURFACES. UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE MA7ER/ALS TO BE NO-LEAD BRASS PARTS. EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROU7INELY 6" DIA STEEL GRATE (BY NDS) CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT 7HE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS 8.ACLCOPPER TUBING USED FOR AIR RELEASES, BLOW-OFFS, AND SERVCES SHALL BE PROVIDED WITH CATHODIC PR07EC71ON IN CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSIRUC71ON SITE. 0 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SM007H SURFACE AND UNIFORM CROSS SECTION. ACCORDANCE WITH WC-17 OR WC-18. FOR MORE INFORMATION ON STORMWATFR POLLU71ON CON7ROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING ROOF DRAIN THE SLOPES OR EXCAVA77ON AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK DEPARTMENT CITY OF ENCINITAS AT (760)STATEMENT OF ENGINEER OF WORK 633-2770. AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR BMP AREA EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 7HE GENERALLY SOILS ENGINEERS CERTIFICATE SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE I, SHAWN C. CAYA, A REGISTERED PROFESSIONAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE ENVIRONMENTAL DATA WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULA71ONS REQUIRED BY THE CITY OF ENCINITAS, FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN 16. ALL 7REES, BRUSH, GRASS, AND 07HER OBJEC77ONABLE MATERIAL SHALL BE COLLEC7ED, PIED OR 07HERWISE DISPOSED OF OFF 7HE TO THE EXTENT 774A THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES 7HAT ANY PLAN CHECK OR REVIEW THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 13, 2011. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED 1) STEEPEST EXIS77NG NATURAL SLOPE ON-S17E = 1.8% SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE FREE FROM PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY 7HE ENGINEER IS FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, 1 2) MAXIMUM VERTICAL DEPTH OF CUT = 0.72 FT UNSIGHTLY DEBRIS APPROVAL OF LOCA71ON OF DEBRIS FILL SHALL BE SECURED FROM 7HE SOILS ENGINEER AND CITY ENGINEER PRIOR TO NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF 7HE PLANS OR DESIGN AND HAVE REVIEWED THESE GRADING PLANS AND CER77FY 7HAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS 3) MAXIMUM VER71CAL DEPTH OF FILL = 2.42 FT THE DISPOSAL OF ANY SUCH MATERIAL PROJECT HAVE BEEN INCORPORATED IN 714E GRADING PLANS AND SPECIFICATIONS IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED QAOFESSTO;y 4) AVERAGE DEPTH OF CUT = 14 CY/ 623 SF x 27 = 0.6 FT THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS AND Qk® PRW C. �ql 5) AVERAGE DEPTH OF FILL = 150 CY/ 9460 SF x 27 = 0.4 FT EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF SIGNED:�� hw THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT SHAWN C. CAYA CHRIS17AN WHEELER ENGINEERING � � No GE2748 v � EARTHWORK NOTE IMPERVIOUS AREA: AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. GE NO.: 2748 3980 HOME AVENUE s exp 6-30.E XP. DATE. 6130112 SAN DIEGO, CA 92105 N JOB # CWE 2110253.01 619-550-1700 `��� ct�N�c� � CUT. 20 CY IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 29,299 SF N t;YC/NITAS c00 FILL: 160 CY IMPERVIOUS AREA AFTER CONS7RUC7TON: 26,690 SF y /o / SOILS ENGINEER'S CERTIFICATE J &oot �� G fee tot F IMPORT: 140 CY DECREASE IN IMPERVIOUS AREA: 2,609 SF BY. � DA 10 611 �� RAND R. BROWN 1, DAVID R. RUSSELL, A IN THE STA7E OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE F&11 o F%y'wwk �ieokar� l\Lr'IT rr)J SOWARDS AND BROWN ENGINEERING, INC. �o QPOFESS/p�` THIS S17E WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 13PL2011. ONE COMPLETE COPY CONDITIONS PREVALENT WINN OILS REPORT COMPILED z REgUEZA ST 2187 NEWCASTLE AVENUE, STE 103 �Q p� R. Bq Fy o � � O �� FROM THIS STUDY, WITH MY RECOMMENDA110NS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I CARDIFF BY THE SEA, CA 92007 �' Q `y PROJECT BMP STATUS O 57 � 5 � e y m HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS R THIS w a TELEPHONE N0. (760) 436-8500 N0. 36190 PROJECT HAVE BEEN INCORPORATED IN THE GR ING PLANS AND SPECIFICATIONS. (lE® G�® RICE NO.: 36190 -� ir~A EXP. DATE.- 6-30-08 * Exp. 6/30/12 * SIGNED: ��a OCEAN\ J s CIVIL P DAVID R. RUSSELL GEOLOGIST CHRIS71AN WHEELER ENGINEERING x a No. 2FIE � STANDARD J✓ TII T \ � O CERTIFIED t sz 9TF OF CAUF� GE68rNO.: 2215 3980 HOME AVENUE � ENGINEERING IST �{ Eep.L O®3 STREET AS • WILT JOB # CWE 2112 .0/13 619-�50 0 700 92105 SANTA FE DRIVE St PLANNING & BUILDING PARKS & RECREATION SAN DIEGUITO WATER DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS G'ArYDJF� �, H BY 7rJrrA BY :� g Ly lZ / -- DR CDP PERMIT N0. SOWARDS & BROWN ENGINEERING VICINITY MAP N A NOY F, . f5RO UI/N 124 TE CONSULTING ENGINEERS G SPECIAL USE PERMIT NO. N/A CARDIFF BY SUITE 103 '0 1D Lo / // �/ i //��// /� NIA CARDIFF BY THE SEA,CA.,92007 Y TENTATIVE MAP N0. / 3 TUTS TEL.760/4360500 F^x'B°/4as-BSO3 BY &7E.• Y DAZE SIGNATURE EXPIRES 2 )EARS FROM DAZE SIGNED DA 7E' a _- a DESIGNED BY DRAWN BY CH CKED BY o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUBLIC WORKS BAK DND RRB APPROVALS CITY O E ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. + _14EVt5EGRQlE 4'QDD 2 12 DESCRIPTION STgnoN NAME ENC-33 PLANS PREPARED UNDER SUPERVISION OF REVIEWED 00 SIMPLIFIED GRADING & EROSION CONTROL PLAN FOR: 1310 ifauT/ON SYSrem LOCA770N 2.5" BRASS DISC IN CURB ON SOUTH SIDE DN SHEET 1A. G 28 r2 OF SWAMIS PARK PARKING LOT HORIZONTAL N/A _ DATE 10 106 111 BY. q� BY. SELF-REAL 1 ZA T1 ON FELLOWSHIP TEMPLE ANNEX 10917-SG 2 5 13LIILT 8-27 l2 ( • ��/ l0 ` 36190 MASIH MAHER L ENCE A. WATT RECORD EOM: ENCINITAS CITY BENCHMARK VERTICAL N A R.C.E. NO. PUBLIC WO KS DI TOR LOTS 11-16, BLOCK 11, MAP 148 1105 SECOND STREET Q ELEVATION.• 82.08 DATUM. NAVD-88 BY.• DA . RA DY R. BROWN EXP. 6/30/12 DATE ; 10120( 11 DATE /d 2° I A.P.N. 258-J16-17 PLANNING CASE NO: 10-066 MUP/DR/CDP SHEET 1 OF 3 JOB NO. 11-032 DATE : 16118111 fTev, .6 -28-12 Ir SPECIAL NOTES I 1. AC PAVEMENT SHALL BE MIN. 4" THICK ON 6" CLASS II BASE COMPACTED TO MINIMUM 95% DRY DENSITY, UNLESS OTHERWISE SPECIFIED BY SOILS ENGINEER BASED ON OBSERVATIONS IN THE FIELD. o 2 BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSIRUC77ON 'v W DUE TO SOIL ENGINEERS FIELD TESTS AND RECOMMENDATIONS. Q J. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED PRIOR TO START OF WORK FOR DRIVEWAY & IMPROVEMENTS WI J STREET & SECOND STREET PUBLIC R/W. - _ 4. THE GROUND ADJACE BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM GRADIENT OF 2 S T - GRAPHIC SCALE 5. ALL DRAIN PIPE TO BE 6" MIN PRIVATE PVC (SDR 35) 0 1% MIN., UNLESS OTHERWISE ON PLANS. J74.93 I 0' 5' 10' 20' 30' 40' ALL ONS17E DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING BMP TREATMENT -- OF RUNOFF OFF ROOFS AND OVER PRIVATE HARDSCAPE AREAS WILL BE PRIVATELY --- MAINTAINED AND NOT TO BE MODIFIED WITHOUT A CITY PERMIT. _ 73.67 73.55 _ �� ~ ?� X _ __--- NOTES• G E1 TREE TO BE RELOCATED PER LANDSCAPE PLAN I 2 I �Y -- -75.&2 �2 DRIVEWAY TO BE REMOVED. EXISTING DRIVEWAYS AND CURB CUTS TO BE REMOVED 6 >�66 o AND REPLACED. CURB, GUTTER, SIDEWALK AND PLANTER AREAS CONSISTENT WITH Ati �'?��? 4.66-74'80 a .o 75.72 OPP THE ADJACENT IMPROVEMENTS -74.28 e DtA. EUCALYPTUS �3 AC DRIVEWAY, P A R K ING AREA 27 P 75.18 . 27 O- SIG N J_-- -73.57 ` ' BIO RETENTION AREA PER DETAIL A AND B e a. a `�� 75,32 4 US POSTAL MAILBOX TO REMAIN AND PROTECT IN PLACE 7274 7 SIGN 1.5' DIA. 0 , W 68 �' .� T PALAV a 7,5. 2' CURB 05 WATER " 8 723 "' - e . - 32 78. 1 1.5' DIA. 74.73 . 7501 5 7563 42 © B CUT I PALM ° a �� 9 e rn . 75.62 X �7 TREE TO REMAIN AND PROTECT IN PLACE NEW HOC X11 N W ® REMOVE & REPLACE CURB RAMP PER SDRSD G-28, TYPE A-1 Q �IK . _ P9 7351 DEPARTMENT CONNECAON l a N83'1910"w°1- �I � h-- 24" SQ. CATCH BASIN ❑9 PROPOSED BACKFLOW PREVENTION DEVICE WITH FIRE /`..%5S 73,911 TC 75.45 75.01 I D 74.0 19 FL 74 95 20 gL 10' TG 7350 / IE (OUT) 71.91 10 PROPOSED CURB OUTLET PER SDRSD D 25 MODIFIED 15'y�� 10 TYPE C-4 CMU WALL 11 CATCH BASIN PER CHRISTY PRODUCTS INC. - U21 CATCH BASIN OR EQUIVALENT s G BMP fi AREA 12 WROUGHT IRON FENCE WITH ENTRY GATE PER ARCHITECT PLAN 1 1.5' DiA. REMOVE EXISTING PALM 14 6 � FL 74. / > '�� 7 '215 PA k6� 20 Q ' PROP TERRACE RAMPS 7317 DEEPENED 6" TYPE 'G-1' c 13 LANDSCAPE AREA 40' �GF 1 73.37 s4" MIN. 21 I NEW AC PAVEMENT & BASE 14 PROPOSED 4' HIGH MASONRY SITE WALL PER ARCHITECT PLAN I 23 gj a =III 15 AUGMENT EXISTING SITE WALL IN ACCORDANCE WITH ARCHITECTURAL PLANS AND 13 / 13 28 " o - IIIIIIIIIIIIIIIIIIII VIII \ \ \ \\ BUILDING PERMIT. SEE ARCHITECTURAL PLANS FOR HEIGHT OF SITE WALL. 1° 6� ❑3 �� � �� �� nl II�II�III III IyI=1 A//A/Av 0° �1� AjA . A/ . a II� II II II II II b II II II II II �� 16 COLORED CONCRETE TERRACE h 9 1 / / -III III 14 gl A �. 19 V�VA� AA�AA\: VIll III III I� H I I III 17 RAMP TO TERRACE 4 72.90 At'��ti A� A SITE WALL PER ARCH \i\ iA 24" MIN ENGINEERED SOIL 18 STANDARD PARKING STALL PER ARCHI7ECT PLAN 72.88 zo° ��\. A \ \� \ \ \��*SEE NOTE BELOW w \ \\ \\ \, " 19 WHEEL STOPS PER ARCHITECTS PLAN X 73 3 18 c 3" OF 318 GRAVEL 20 6 CURB PER SDRSD G-i 7292 _ - 28 75.42 12" MIN OF 314" CRUSHED ROCK pf 4" CURB CUT (TIP OF 5) I 20 1' x 2' CONCRETE APRON (TIP OF 6) *ENGINEERED SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% 7 / Y0 CLAY CONTENT. THE MIX SHALL CONTAIN 50-607 SAND, 20-30% COMPOST OR 23 PROPOSED MONUMENT SIGN PER ARCHITECT PLAN 75 HARDWOOD MULCH, AND 20-30% TOPSOIL. 24 5' x 5' CONC. LANDING 3.23 T rlP 7�.9�= p s E p A R K N L p BIO-RETENTION DRAIN A 25 PROPOSED 1' x 3" CONCRETE CHANNEL ® 1.0% MIN. 72.08 D - 2' DIA. p R p p PALM tc j�> IC 74.80 �f BMP TREATMENT AREA NTS 26 PROPOSED DRIVEWAY PER SDRSD G-14A srj ?�20 ❑3 �� >� FL 74.30 '. ` 2© MATCH EXISTING CURB, GUTTER, AND SIDEWALK EXIS77NG WATER METER, PR07ECT IN PLACE. INSTALL REDUCED PRESSURE t, BACKFLOW PREVEN77ON DEVICE PER WAS W1?-01. MU PER SDRSD C-4 O„ m 73.32 76.3 TW 76 4 29 DISTRICT TO INSTALL 4" FIRE LINE PER WAS WF-05, AT OWNERS EXPENSE. ` k�� BW 73.2 BW 73.8 �'• I r� ' A, r� t t i 1 �• , B 7�A g �1 A 738 0 � 7 21 1 > ' �S _�,' o 73.2 Ak• �� gW 9 C-4 CMU WALL I 111 TREE TC> � •�> 5 I' BW 76.3 TG 75__5__9_ n '' PROPOSED TERR >>> tiA A3 F v, CONCRETE APRON CMU WALL PER SDRSD C-4 CURB CUT ----� t - = 16 = >� 131 AC PARKING LOT b14 ' > = ACE lI vviiv .: >> p R p p OS E VAj�AAj/\j/AAjV B = =AIMENT AREA �> 21 I F� 7577 iVAjAAjAAj 73 4 Fo�`A5A•� 73.5 e a a° IlA IlII�I 1iIIfV I I AllIIl/Il�I l I l nV IAIl Il I l/ln�1 1 V AnT/�l llVI nIAI IuI/I l�lnk TA Al�/I��lV�I AIll/�����/ \VAv� /A � • WILT 72 72.62 X TW 76.1 ==O- TG 75.5 BW 72.2 TG 75.48 Al I I l- 3.17 4 51 / *4" MIN ENGINEERED SOIL 4 7 SEE NOTE BELOW 14 6 48 7 I� GRAVEL RAY R BRUWd �DATe 24 TW 733 7552 318 75.67 , - � 12" MI 4" CRUSHED ROCK 7 1 oQPOFESS/O,yq PER A H PLAN R. e 73.4 17 SITEt BLDG THRESHO� \ P OV 'go�Fy )% ,•'2.33 TG 73.50 7.-79 cz 2 Z m *ENGINEERED SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% No.36190 PROPOSED SIDEWA ER DRAIN IE 71.91 (OUT) N G CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR IE 71.61 (OUT E X S C B p L D I * Exp. 6/30/12 25 T N x HARDWOOD MULCH, AND 20-30% TOPSOIL. I, ST CIV1 �P 9TF OF CA0F�P� NOM x s BIO-RETENTION DRAIN i 10 � I BMP A IT AREA NTs B 1. BUD AREA NOT TO BE MODIFIED WITHOUT A CITY PERMIT x SOWARDS 8� BROWN ENGINEERING 2. AREA OF BIO-DETENTION BASIN: 470 SF �' 1 CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF C THE SEA,CA.,92007 IT 3 TEL.760/436-8500 FAX]60/436-8603 4 o REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUBLIC WORKS BAK DND RRB APPROVALS CITY OF E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO 0 N flAQ0L ACE Wlrll S#,ffr PA 2 DESCRIPTION. STA7ION NAME ENC-33 PLANS PREPARED UNDER SUPERVISION OF REVIEWED , A SIMPLIFIED GRADING PLAN FOR. 0 2p AS- E UILT 'S 6 Ursill-07- la C' ` LOCATION: OF SWAMIS PARK PARKING LO SOUTH SIDE 10106111 BY.- V ' BY SELF-REALIZATION FELLOWSHIP TEMPLE ANNEX 10917-SG a HORIZONTAL N/A DATE ° R.C.E. NO. 36190 MASIH MAHER W . WATT LOTS 11-16 BLOCK 11 MAP 148 1105 SECOND STREET RECORD FROM. ENCINITAS CITY BENCHMARK VERTICAL N/A PUBLIC WORKS ORE TOR > a ELEVA710N: 8208 DATUM.- NAVD-88 BY. DATE• RA DY R. BROWN EXP 6/30/12 DATE DATE : 020 / A.P.N. : 258-316-17 PLANNING CASE N0: 10-066 MUP/DR/CDP SHEET 2 OF 3 JOB NO. 11-032 DATE : 10/18/11 Nev G -2B-1'2 24" SQ. CATCH BASIN SPECIAL NOTES I TG 73.50 /lE (OUT) 71.91 TYPE C-4 CMU WALL 1. AC PAVEMENT SHALL BE MIN. 4' THICK ON 6" CLASS II BASE COMPACTED TO BMP 7REAIMENT MINIMUM 95%DRY DENSITY, UNLESS 07HERMSE SPECIFIED BY SOILS ENGINEER BASED I 7317 AREA DEEPENED 6" TYPE 'G-i' ON OBSERVATIONS IN THE FIELD. PROPOSED TERRACE RAMPS 4' MIN. NEW AC PAVEMENT & BASE 2 BOTTOM OF WALL ELEVATIONS SHOWN HEREON MAY VARY DURING CONSTRUCTION 2� DUE TO SOIL ENGINEERS FIELD TESTS AND RECOMMENDATIONS I ° -III �I II 3. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED PRIOR TO START OF WORK FOR I I I I I_I I I 11-9 I FI II=11 fl -- llF__111=III I .=- DRIVEWAY & IMPROVEMENTS N7HIN J STREET & SECOND STREET PUBLIC R/W. y rl l�l l l III III III III III 11 -111-11- I I I I I- Hill-111 11 llll III III -1 _�___- I-III-III=III-111-111_III°111=III-. � 4. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM / - GRADIENT OF 21 ------� - S17E WALL PER ARCH J 24' MIN ENGINEERED SOIL I T R "SEE NOTE BELOW 5. ALL STORM DRAIN PIPE TO BE 6" MIN PRIVATE PVC (STIR 35) M 1%MIN., UNLESS 3' OF 3/8' GRAVEL N07ED 07HERMSE ON PLANS J _ I 12" MIN OF 314" CRUSHED ROCK 6. ALL ONS11E DRAINAGE ASSOCIATED NTH THIS PROJECT INCLUDING BMP TREATMENT OF RUNOFF OFF ROOFS AND OVER PRIVATE HARDSCAPE AREAS WILL BE PRIVATELY -�- *ENGINEERED SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% MAINTAINED AND NOT TO BE MODIFIED WITHOUT A CITY PERMIT. CLAY CONTENT THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL. BIO-RETENTION DRAIN NOTES BMP TREATMENT AREA NTS A �1 TREE TO BE RELOCATED PER LANDSCAPE PLAN I 2 �> 2 20 DRIVEWAY TO BE REMOVED. EXISTING DRIVEWAYS AND CURB CUTS TO BE REMOVED 6 �6s AND REPLACED. CURB, GUTTER, SIDEWALK AND PLANTER AREAS CONSISTENT WITH _1y1 >rr�2 I O THE ADJACENT IMPROVEMENTS O TYPE C-4 CMU WALL AC DRIVEWAY, PARKING AREA US POSTAL MAILBOX TO REMAIN AND PR07ECT IN PLACE n A A* a 4 .A PRO 7 POSED TERRA C E >`s>> 05 •STORM WATER BID RETENTION AREA PER DETAIL 'A" AND 'B" e CONCRETE APRON 8 - 4 TW 76.23 CURB CUT © 2' CURB CUT T W 75.91 TR 9 EE TO REMAIN AND PROTECT IN PLACE I NEW LOCATION n �? .., � AC PARKING LOT g1 4 >> FL R] REMOVE & REPLACE CURB RAMP PER SDRSD G-28, TYPE A-i BMP 7REATMENT AREA 2•� - 100 29 " . OPOSED ACKFLOW PREVENTION DEVICE NIH FIRE DEPARTMENT CONNEC71ON 8 N83'19'30"W I �I Ill�lrll II�I�III III III III III III III III II�III III�II III ° Ad TC 75.62 =III III�II III-II�III II�III_7 10 PROPOSED CURB OUIL T PE SDR D-2 MO IFI D 10 III III II�III IIHII III III III�II-111 / TC 74.99 FL 75.12 10' r� a�l l l III=I �I �I =' I I III III III-III I I�I I I_u�l l III-III=111 11 CATCH BAN IS7Y P ODUC C. - ATCH SIN OR EQUIVALENT 7F FL 74.49 FL 75.73 I� I� I1=11 12 WROUGHT IRON FENCE WITH ENTRY GALE PER ARCHITECT PLAN f REMOVE EXISTING PALM 14 6 TIC 76.91 _I 1I III III-1I H I_I -I � 20 75.41 �°, �24" MIN ENGINEERED SOIL 1k6��k 20 FL *SEE N07E BELOW 13 LANDSCAPE AREA �� / 15 3" OF 3/8" GRAVEL 14 PROPOSED 4' HIGH MASONRY SITE WALL PER ARCHIIECT PLAN 40' /, I 2 12' MIN OF 314" CRUSHED ROCK 15 AUGMENT EXISTING SITE WALL IN ACCORDANCE WITH ARCHITECTURAL PLANS AND 13 / 13 28 N *ENGINEERED SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX W77H NO MORE THAN 5% BUILDING PERMIT. SEE ARCHITECTURAL PLANS FOR HEIGHT OF S17E WALL. CLAY CONTENT THE MIX SHALL CONTAIN 50-60% SAND 20-30% COMPOST OR h 1�• I ' -� " 16 COLORED CONCRETE TERRACE HARDWOOD MULCH, AND 20-30% TOPSOIL. 19 17 RAMP TO TERRACE BIO-RETENTION DRAIN 18 STANDARD PARKING STALL PER ARCHITECT PLAN ® BMP TREATMENT AREA Nrs B 1s WHEEL STOPS PER ARCHITECTS PLAN w 6 CURB PER SDRSD G-i 4' CURB CUT (TIP OF 5) I PROTECT EXIST. PCC AREA ,. 20 22 1' x 2' CONCRETE APRON (TIP OF 6) & PLANTER _ "' SIDEWALK w ° 1g16 20 2© PROPOSED MONUMENT SIGN PER ARCHITECT PLAN 7 o0 75 5' C LANDING h �c S E D p A R N 25 PROPOSED 1.5 WIDE x 3" HIGH CONCRETE CHANNE 00.527 O > p R 0 p 0 >Q MASONRY WALL ® PROPOSED DRI ER SDRSD G- (7275) IC 74.80 725 00 Fi lc>� FL 74.30 2© MATCH EXISTING CURB, GUTTER, AND SIDEWALK Z SA:WCUT LINE z ? 'Y�s 12" 12" 12" 28 EXISTING WATER METER, PROTECT IN PLACE. INSTALL REDUCED PRESSURE I PIPE. ��OCF CM PER SDR -4 O BACKFLOW PREVENTION DEVICE PER WAS WR-01. TW 76.4 °z 29 DISTRI 0 INSTALL 4" FIRE LINE PER WAS WF-05, AT OWNER'S EXPENSE. 4" PVC PERFORATED PROTECT EXIST PLANTER CAPPED AT BOTH ENDS & �' $ \ TW 76.3 32 � "�� BW 73.2 BW 73.8 ^`� S=0% 11yo \ p% O tit 1°' 0� I r- J m 30 STORM WATER BID RE7EN77ON AREA PER DETAIL 'C' ' 7 0 15 �� �� h1 51 �� 1'b �� 1� AREA & PCC CURB & �� 1� �6ti 1� 1� n ��h \S GUTTER IN-PLACE o Q Q R�1 ^ 31 4" DIA CATCH BASIN BY ND$' 1 TIV 76.3 DEMOLISH & REPLACE PCC ° N d p ^� G 1 a o N 32 DEMOLISH & REPLACE PCC SADDEWALK PER SDRSD G-7, G-9 & G-11 t 2q, 1`la 1 > BW 73.2 SIDEWALK PER SDRSD G-7, 4i ^ ( ^ I � c Ed 76.3 �J J 7281 X4%!0 92% � �i> 5 ' BW 728 �'> TG 75.59 O �, 3" CURB CORE PER G-9 & G-11 ^ o� ~ `� I ® > SDRSD G-27 CMU WALL PER SDRSD C-4 �.. / a .: a ` 72 70 _BRAKE 2 _ ° -"� IE 7185 72.8 < \9 > I - - - 1= -q C� E FINISH GRADE PER PLAN 3" SOLID WALL PVC 'I I 3" SOLID WALL PVC PIPE SIDEWALK UNDERDRAIN' 32 ° e4 ���j >�s>� �> �-- p R 0 p 0 S E 3" SOLID WALL PVC IE 72.02 PER SDRSD G-27 ��s ° 7571 �s SIDEWALK UNDERDRAIN PER 4" SOLID WALL PVC PIPE 24" MIN ENGINEERED SOIL --• SDRSD G-27 *SEE NOTE BELOW FT� 0 -- �_ �- ==Q A TG 7554 .(r�,�1h 4" PVC PERFORATED SUBDRAIN PIPE 1�1 TW 76.1 6 0 1 WITH 6" THICK - 3/4" GRAVEL. PIPE DOES rn 73=17 BW 722.,. TG 75.48 15• C\ ch NOT SLOPE & IS CAPPED ® BOTH ENDS I I I PROTECT EXIST STREET i4 73,23 ° 7561 f � I 12" THICK OF 314' CRUSHED ROCK LIGHT IN-PLACE 4 1W 74.9 r� 73,23 i BW 72.2 *ENGINEERED SOIL LAYER SHALL BE SANDY LOAM" SOIL MIX WITH NO MORE THAN 57 10 7571 j' 'c'` I CLAY CONTENT THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR QpOF E /p� ` A HARDWOOD MULCH, AND 20-30% TOPSOIL. 0� U ^ 11.7% r" " --�� PLAN y�QP�OV R. 8,9 <!p 10 SITE WALL PER ARCH t� DEMOLISH & REPLACE J' LONG TG 73.50 c No.36190 m PCC CURB & GUTTER PER SDRSD 25 IE 71.91 (OUT) N Bl0-RETENTION DRAIN * Exp.6/30/14 PR G-2. 0SEDT SIDEWALKGUNDER DRAIN '; 5 3' SAWCUT E X I S B 0 L 0 I BMP TREATMENT AREA NTS s� c v �P IE 76 (OUT) (72.33) LINE T �- A 6 15U I T T qrF OF CAL�F�Q� i NOTE: 1. BMP AREA NOT TO BE MODIFIED WITHOUT A CITY PERMIT x SOWARDS & BROWN ENGINEERING 2. AREA OF BIO-DETENTION BASIN.• 470 SF K A 140 R• 5 M Ow N rmTE CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 1 CARDIFF BY THE SEA,CA.,92007 I TEL.760/436-8500 FAX 7601436-8603 Q REwsiays APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUBLIC WORKS BAK DND RRB ED BY APPROVALS CITY OF E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO 1 REVISE GRADES AT PARKING AREA. G 2y I DESCRIP710N: STATION NAME ENC-33 PREPARED UNDER SUPERVISION OF REVIEWED SIMPLIFIED GRADING PLAN FOR: o ADDED BIO-RETEN77ON BEHIND LOCATION: 2.5' BRASS DISC IN CURB ON SOUTH SIDE o SIDEWALK 6-28-12 OF SWAMIS PARK PARKING LOT HORIZONTAL 1° = 10' DATE 6-28-12 BY BY. SELF-REAL 1 ZA T1 ON FELLOWSHIP TEMPLE ANNEX 10917-5�0 2 R.C.E NO. : 36190 MASIH MAHER F0III WRENCE A. WATT LOTS 11-16, BLOCK 11, MAP 148 1105 SECOND STREET N RECORD FROM. ENCINITAS CITY BENCHMARK VER77CAL N/A PUBLIC WORKS DIRECTOR ELEVATION: 8206 DATUM: NAVD-86 BY: DATE.• RA Y R. BROWN EXP. 630 14 DATE : DATE : �T zq� I L A.P.N. 258-316-17 PLANNING CASE N0: 10-066 MUP/DR/CDP SHEET 2A OF 3 a - JOB NO. 11-032 DATE : 10/18/11 REV DATE 6-28-12 LEGEND DESCRIPTION SYMBOL MATERIAL & WASTE MANAGEMENT CONTROL BMPs. o s an Wm-1 MATERIAL DELIVERY AND STORAGE Q Wm-4 SPILL PREVENTION AND CONTROL FW-51 SOLID WASTE MANAGEMENT Wm-6 HAZARDOUS WASTE MANAGEMENT Wm-8 CONCRETE WASTE MANAGEMENT R E _ - T -- GRAPHIC SCALE WM-9 SANITARY WASTE MANAGEMENT S I _ _--- 1 T4.33 _f ` , 0' S' 10' 20' 30' 40' TEMPORARY RUNOFF CONTROL BMPs: I J SS 41 HYDROSEEDING (SUMMER) i 73.67 - - - SS-6 STRAW MULCH 73.55 ___X ) SC-1 SILT FENCE zG X ` SC-6 GRAVEL BAGS oo�000co C '-- _ STREET SWEEPING & VACUUMING SC-7 _ - 75.62 SC-10 STORM DRAIN INLET PROTECTION 1ti R b\ 66°74.80^ 75.72 0 PP plA. EUCAYPEIIS � WIND EROSION CONTROL o �1 27 � � z= q � 75.18 _ 0 SIGN �- - STABILIZED CONSIRUCDON'EN � � i 73.57 � �-�i I � � t P � �o � � 9.� �7 _ FTC-1-1 TRANCE � 76.32 n e 0 a n Qn D A, PA6M 7568 PERMANENT BMPs 76.42 5` DIA 74.73 , 7501 32 7563 0; AM C 7562 X P ! O PROTECTION OF CHANNEL B ANKS/MANUFACTURED SLOPES AND 77 N � FLAT PAD AREA COVERAGE LID J. ° �0d N73 IMPLEMENTATION OF EFFICIENT IRRIGATION SYSTEMS 1 3.51 Q1 _ n _ T 83°1 M1 9 30" p - BIOREIENT90N v . ' 74.9 45 f TC 32 �{ x355 73 91 p 75.01 74.0 p T 95 20 gL ' 1 16, -- 3, 74 1� 1 - LOW IMPACT DEVELOPMENT BMPs. D p,5> GIA. -REMOVE EXISTING PALM 94 6 - 4 �1, FL 74 D ° WM-1 �� 10 174.32 y p - LID 223 MINIMIZE AND DISCONNECT IMPERVIOUS SURFACES ' r . 72.15 PA �o 20 D 74.14 % X 1 1 ' 9 ' D -5 LID 3.7 L.I.D. LANSCAPING DESIGN 73.37 p ' WM 6 v fco 4D _ X23 LlD 3.7 -1 pG p D Am-8 15 ' LID 3.5 L. D. DRIVEWAY, SIDEWALK, AND BIKE PATH DESIGN p WM-9 113 ' 1 w 13 = - p - SD 12 i4 72 9 72.88 73.3�� y'` � I , D D 18 - { 72.92 7642 FT 4 -,76.44 a I 20 WE-1 ' L p p I SS-4 P"7$.92: - 75 A R G D - j ` IO 72.08 pADIA T� PR0P0SED P KIN D D D - - ii ss-s 1 TC 74.80 FL 74.30 S MU WALL PER SDRSD C-4 4: PP 3.32 7 Q I X r &�R BW 73.2 8W 758 l ' I 7 , 20 ,1 73.8 WE i I ,s SS-4 73. 1 �� X11 SS 6 1 p' DIA. - / ^ I EE 72.56 22 / / 7W 763 \? G f 1>1 /TA\=�� BW 72.$ TG ,'5.59 LCMU WALL PER SDRSD C--4 73,3 -� 14 T R � - �S R ACE D E I 1 R 0 P P E X = 728 j T / 72.62 �. n8 G 75.54 yep 1 i V -� TW 1-61 19I /7 - � \� 4�1�' 73 5 73•1- 73,44 � = \ �. 51 _ A 4 73.07 '14 74.9 b-Y - .. 73.4 73.48 l �� 24J - f BW 722 T5.67 73.33 a 75.62 15U I L T i9.69 � t h 75.79 - l( 'L 9}��-s 1 11.7 ti �1 'DG THRESH04D 4 ± S!T PER A N PLAN SC-7 17 k B'- - /5.79 72,,.E TG 73.50 4 ✓ �Y Z� PROPOSED SIDEWALK UNDER DRAIN 1E 71.91 (OUT) I N G D RANDY GROWN HATE 1 7 1.6 1 {o u T) 25 EXISTING BUIL k I i r x � SOWARDS & BROWN ENGINEERING CONSULTING ENGINEERS 2187 NEWCASTLE AVENUE SUITE 103 CARDIFF BY THE SEA,CA.,92007 TEL.760/436-8500 FAX 760/436-8603 a Q, REViS1ONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PUBLIC WORKS - a DND RRE APPROVALS CITY OF E N C I N I TA S ENGINEERING SERVICES DEPARTMENT DRAWING NO R�r/Ise slcrF�acE4conlc /2q DESCRIPTION: STA71ON NAMEENC-33 PLANS PREPARED UNDER SUPERVISION OF REVIEWED EROSION CONTROL PLAN FOR: 2Nn sTUILT 28 -l2 LocanoN: 25"BRASS DISC IN CURB ON SOUTH SIDE SELF-REALIZATION FELLOWSHIP TEMPLE ANNEX 10917-SG 811 2 AG 13LI ILr 9-97- J2 •(l �(L ��/�' OF SWAMIS PARK PARKING LOT HORIZONTAL N/A DATE : 10/06/11 BY: / �' �+ BY.' ° R.C.E. No. 36190 MASIH MAHER RENCE A. WATT LOTS 11-16 BLOCK 11 MAP 148 1105 SECOND STREET ° RECORD FROM: ENCINITAS CITY BENCHMARK VERTICAL N/A PUBLIC W KS DIR CTOR > > ELEVATION: 8208 DATUM: NA VD-88 BY.• DATE. RAN Y R. BROWN EXP. 6130112 DATE DATE : Id Zo / A.P.N. : 258-316-17 PLANNING CASE NO: 10-066 MUP/DR/CDP SHEET 3 OF 3 JOB NO. 11-032 DATE : 10/18/11