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2015-12509 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL SAN DIEGUITO WATER DISTRICT NOTES WORK TO BE DONE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 1. IN CASE EMERGENCY WORK IS REWIRED, CONTACT MICHAEL PERSALL AT (760) 230 -1790, 24 GRADING PLANS FOR. 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING: HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WALL RESULT IN HOURS A DAY. STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE 1. THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), AND ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING FIRST N A TI 0 N A L BANK 0 F (WASC) THE CONTRACTOR SHALL BE HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD 2. CITY OF ENCINITAS STANDARDS. OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN DRAINAGE NOTE EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. SOUTHERN CALIFORNIA ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR DESCRIPTION STD. DRAWING N0. SYMBOL 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS ENGINEERING INSPECTOR. WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WALL BE SUBJECT TO REJECTION AND PROPERTY LINE TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE REMOVAL. TO AN APPROVED DRAINAGE FACILITY. SATiSFAC11ON OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION RIGHT OF WAY - - - 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT UTILITY NOTE THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES CITY OF ENCINITAS OF WORK ON WATER IMPROVEMENTS. PHONE: (60) 633 -2709. CENTERLINE - - WHICH MAY ARISE. , 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE EXISTING CONTOUR (MAJOR) 450 ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT COUNTY OF SAN DIEGO CONTRACTOR, UNDER THE SUPERVISION of SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EXISTING CONTOUR (MINOR) 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE OF THE ELEVATION COST BY THE DEVELOPER. GENERAL NOTES INCORPORATED HEREON. 5. WHERE PROFILE IS 4 AND GRADES ARE NOT E, FINISH SHOWN ON THE WAFER MAIN PROFILE, TOP OF Ex. SEWER -�- s 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT PIPE PROFILE IS 48 INCHES BELOW CENTERLINE. FINISH GRADE OF STREET. CONSTRUCTED CLEAR OF DRIVEWAYS EX. WATER - w FU 7 CONTRACTOR TO F - 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS THE CONCLUSION OF EACH WORK DAY. 6. ALL SERVICES TO U FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING . FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH EX. ELECTRICAL (OVERHEAD) E(OH) ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND RESIDENTIAL LOT. THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL ENCINITAS BL 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF PROPOSED SEWER LATERAL S WC 7, WS -{�- s VD SAFETY FOR ALL TRENCH WORK. 2. THE SOILS REPORT SUBJECT - GEOTECHNICAL INVESTIGATION, PROPOSED OFFICE 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET PROPOSED WATER LATERAL WAS WC -17, WS -02 - v - BUILDING/PARKING GARAGE 850 SOUTH COAST HIGHWAY 101 ENCINITAS, CALIFORNIA" PREPARED BY STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP f IMP FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. PROPOSED FIiF LATERAL WAS WF -05, WP -01 F HETHERINGTON ENGINEERING, INC. DATED 04-13 -2015. ALL GRADING SHALL BE DONE IN NOTES 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. WATER DOMESTIC ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. WATER FIRE QF OR EASEMENTS SHALL BE REWIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTES BE TAKEN WHERE WATER LINES ARE INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, SEWER CONNECTION OS 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 2. GRASS AND LANDSCAPE AREAS DESIGNATED DESIGNAiED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE o N OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE MODIFIED WITHOUT A PERMIT FROM THE CITY. 0 5 THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT FIRE BACKFLOW PREVENTER WAS WR -01, WR -02 PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE o OFFICE. REPLACED OR REPAIRED TO CONDITION 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND /OR TO W G 7 c' �°, 13. PRIOR TO AWARDING WAFER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE PROPOSED FIRE HYDRANT WAS W-01, WI -04 EXISTING PRIOR TO GRADING. TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. a < 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE Ni z° CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES STANDARDS COMMITTEE DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL TURF/LANDSCAPED AREAS. W. z = (WASC) SPECIFICATIONS. ENGINEER OR A LICENSED LAND 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA a 14: FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION. SITE m 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A SURVEYOR. UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. REPRESENTATION AS TO THE ACCURACY Of, THE LOCATION OF, OR THE EXISTENCE OR 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE NON- EXISTENCE OF, ANY UNDERGROUND UTiUTY, PIPE OR STRUCTURE WITHIN THE LIMITS OF SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO THIS PROJECT. SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. AN ADEQUATE IMP/BMP. i6. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR STATEMENT OF ENGINEER OF WORK HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. A PERMIT FROM THE CITY. VICINITY MAP PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY 9. NO GRADING OPERATiONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. NTS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS 8• ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, OWNER DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' ACCORDANCE WiTH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. NON - COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY ABP 850 COAST, LLC REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS ENGINEER FOR THE PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED 820 2ND STREET OWNER. OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. WADE AND FLAT TO ALLOW ROLLING OF THE DUMPSEER IN AND OUT. THE ENCLOSURE SHALL BE SELF ENCINITAS, CA 92024 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE (760) 230 -1790 DIEGO GAS AND ELECTRIC VAULTS. THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND TS GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "S GRADED CERTIFICATION" SHALL SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED 19. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SONY BE PROVIDED STATING: "THE GRADING UNDER PERMIT 12509 -G HAS BEEN PERFORMED IN INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SITE ADDRESS 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR SUBSTANTIAL ,CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE PROJECT. OUT OF THE WORK PERFORMED BY THE ENGINEER. CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. NOTIFICATIONS 850 SOUTH COAST HIGHWAY 101 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES ENCINITAS CA 92024 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN HIS DIRECTION HE SHALL INSPECT HEST THE EXCAVATION PLACEMENT AND COMPACTION OF 1. THE EXISTENCE AND LOCA110N OF UNDERGROUND UTILITY 258- 181 -17 lY PIPES AND STRUCTURES SHOWN ON THESE DIEGO COUNTY WASTE DIVISION. FILLS AND BAgCFlLLS AND COMPACTION OF . TRDICHIE& HE SHALL SUBMIT SOILS REPORTS AS PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS PITH HIGH SIGNATURE: DATE: REQUIRED AND WILL SDET DETERMINE EL THE Sbl R1�3Y FILL LAND TE MATERIAL TS WERE COMPLETION HM OR THERE ARE NO EXISTING UTiUiIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CON TRACTOR OWNER'S CERTIFICATE DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH DAVID V. CARON IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW R.C.E. NO. 70066 UNDER HIS $ UPERVISION AND THAT IN HIS ALL EMBANKMENTS AND EXCAVATIONS ARE CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE NTH DEFLECTION EXP. DATE: 09 /30/16 OFESS� STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT C, ACCEPTABLE FtMt THEIR INTENDED USE. IT IS AGREED THAT THE FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. COUPLINGS. USE 8.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFLECTION COUPLINGS FOR ALL � V. `rC 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION FOR RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFLECTION VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: a y DRAINAGE AND PREVENT PONDING OF WATER: THE SHALL CONTROL SURFACE WATER AND AVOID ` IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER)SHALL HAVE A REGISTERED CIVIL COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AN INTEGRAL BELL END CIVIL LANDWORKS, CORP. rn o - DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE .AND SHALL TAKE REMEDIAL A. SEWERS - CSD - (760)- 633 -2770 ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A 110 COPPERWOOD WAY, SUITE P ° Z MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT B. GAS do ELECTRIC - SDGE - (760) - 438 -6200 DIRECTOR OF ENGINEER SERVICES DETERMINES ARE NECESSARY AND DESIRABLE FOR THE CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS OCEANSIDE, CA 92058 o41c NO.CO70066 DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 PROPER COMPLETION OF THE IMPROVEMENTS. COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 PH (760) 908 -8745 EXP.09 //- 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN D. TELEPHONE - SBC BELL - (760) -489 -3411 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY � clvt -� ACCORDANCE WITH STANDARD SPECIF10TION. ALL VEGETABLE MATTER AND OBJEC11ONABLE E. CABLE TV - COX COMMUNICATIONS- (760) -806 -9809 X -2233 I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR AUTHORIZED BY THE DISTRICT'S REPRESENTATIVE. q OFCAt� MATERIAL SHALL BE REMOVED BY THE CONTRA FROM THE SURFACE UPON WHICH THE FILL IS 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILf" SHALL BE .REMOVED TO SUITABLE FIRM NATURAL WORK ON THIS PROJECT. PHONE: (760) -633 -2770. COMPACTION AND STABILITY OF THE SITE. USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY GROUND. THE EXPOSED SOILS, SHALL BE SCARIFIED TO A DEPTH OF 12 ,INCHES AND THEN 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO COMPACTED TO A MINIMUM OF 90` PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WALL BE SUBJECT TO SIGNATURE: _ DATE: 9-1 S / % BE NO -LEAD BRASS PARTS. PLACE, SPREAD, WATER AND COMPACT 41E FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REJECTION AND REMOVAL MICHAEL PERSALL, MANAGER 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FiNISH GRADE TO PRODUCE SMOOTH PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE NTH WC -17 OR WC -18. SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL MICHAEL PERSALL 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN BE SHAPED, PLANTED, AND TRIMMED S DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A IMPERVIOUS AREA ABP 850 COAST, LLC IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WAS1E MATTER EXPOSED OR 820 2ND STREET CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED OR BE EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 11.520 SQFT ENCINITAS, CA 92024 ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN IMPERVIOUS AREA AFTER CONSTRUCTION: 11.670 SQFT ACCORDANCE WITH THE GRADING ORDINANCE INCREASE IN IMPERVIOUS AREA: +150 SQFT SHEET INDEX 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, SOILS ENGINEER'S CERTIFICATE PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE IMPERVIOUS AREA REPLACED: 11,520 SQFT AREAS THAT HAVE BEEN "CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY SHEET NO. 1: TITLE SHEET DEBRIS APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER QP ESS I, MARK HETHERINGTON, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, SHEET NO. 2: NOTES AND DETAILS AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL EARTHWORK DATA R, Fy PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY SHEET NO. 3: EXCAVATION AND DEWAIERING PLAN 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN yc��m THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS m MADE BY ME OR UNDER MY DIRECTION ON APRIL 13 2015. ONE COMPLETE COPY OF THE SHEET NO. 4: PEDESTRIAN TRAFFIC CONTROL FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2.0 H : 1.0 V o`Y No•397 Z � SHEET N0. 5: GRADING PLAN PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE MAXIMUM VERTICAL DEPTH OF CUT = 22.2 Exp. Data SOILS REPORT COMPILED FROM THIS STUDY, NTH MY RECOMMENDATIONS, HAS BEEN SHEET NO. 6: SECTIONS * SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE SHEET NO. 7: EROSION CONTROL PROTECTED C PLACE DURING CONSTRUCTION UNLESS ROOT SYSTEMS APPROVED OTHERWISE. NO MAXIMUM VERTICAL DEPTH OF FILL = 0.0 �c��4 / GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS SHEET NO. 8: UTILITY PLAN GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE /� REPORT FOR THIS PROJECT A BEEN INCORPORATED IN THE GRADING PLANS AND CITY TREE DRIP LINE AREA THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF CUT = 8.075 C.Y. FILL = 0 C.Y. �cA►tF SHEET NO. 9: STREET IMPROVEMENT PLANS BMP PROJECT STATUS ( SPECIFICATIONS. / SHEET NO. 10: S OVEMENT PLANS THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE EXPORT = 8.075 C.Y. EET 1,12,13,14 SHORING PLA REMOVED, IT MUST BE PROTECTED IN PLACE EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT REMEDIAL = N/A C.Y. SIGNED: SHEET 00. 15 PCLISING PLAN WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, MARK HETHERINGTON R.C.E 3 EXP. DATE: 3/31/2016 0 THE GRADING PERMIT FOR THIS STANDARD TREE REMOVAL OVEREXCAVAIiON, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PROJECT MUST BE ISSUED BY THE END PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY, ALL HETHERINGTON ENGINEERING, INC. OF DAY ON FEBRUARY 11, 2016 TO CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF 5365 AVENIDA ENCINAS, SUITE "A" RETAIN "STANDARD" PROJECT STATUS. EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. CARLSBAD, CA 92008 -4369 IF PERMIT IS NOT ISSUED BY PROJECT NO. 7575.1, LOG NO. 17354 FEBRUARY 11, 2016, THE PLAN LEGAL DESCRIPTION APPROVED IS INVALID. THE LAND REFERRED TO HEREIN BELOW iS SITUATED IN THE COUNTY OF SAN DIEGO, SDWD W15 -040 STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: ■ LOTS 6,7, AND 8, OF BLOCK 8, ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF ■ A _ O UI LT S FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT a n WO r S RECORDER OF SAN DIEGO COUNTY, JUNE 2,01883, E (CEPiiNGTHiHEREFROM THEEASTERLY Ivi 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 HEREIN ABOVE MENTIONED LOTS 6,7, AND 8 ARE CONSOLIDATED INTO ONE LOT AND MAY ®� 6 �% 2`1, lb OL 16 2 -� 110 PH: 760 -908 -8745 • info @civillandworks.com CONVEYED SEPARATELY WITHOUT THE RECORDATION OF A PARCEL MAP OR FINAL MAP. DAVE CA(LOW DATE Si N DATE SIGN DATE SIGN DA N DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRANK eY: cHEC�c; BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. E L S SL+ � DESCRIPTION: 2.5" BRASS DISC "LS No. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D:Sa APP GRADING PLANS FOR: e E l S LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" 10' DATE: 4 -1 -�G � FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA REVISE SHEE751,2A,`5,8,10 A T 15 7_f PARKING LOT ADJACENT TO THE RESTROOMS 12509-G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM 850 SOUTH COAST HIGHWAY As-ewtT Rio sNEEtS (EXtEpT vo,oeD) 1,(2 t� VERTICAL:1" 2' �� //� ELEVATION: 82.081, 2 015/ 16 Z APN:258- 181 -17 DATUM: NA 888 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 1 OF 15 AS- SuIt.I CID M N CONCRETE OUT CONTRACTOR ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO TAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER VEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE A SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH " CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DR HALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS LL BE MADE OFF —SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLO SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL M ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECT'S SHALL BE C CTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESS Y; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR ION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST — GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND SOIL PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON —SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OYMER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER 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 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 AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. GALVANIZED FRAMES PRECAST CONCRETE CATCH BASI N CATCH TLET PIPE �( PERIMETER BASIN A B H SIZE C�L 42' 1.4' 12 "x12" 12" 20" PER PLAN ACCESS HATCHES CONTRACTOR TO GROUT TO FINISHED GRADE PER INSTALLATION NOTE 5 T-nLu w ny� BAFFLE WALL L . 7fPf tly,wiroo H H TREATMENT STATIC MEDIA WATER CARTRIDGE ELEVATION TF17i =1 ml L — — CHAMBER #2 0.50' 4.67' 0.33 1.00' 6.00' 7.00' END VIEW HYDROCARBON BOOM - SKIMMER PLAN 0.50' —72.10 RIM THRU HOLE GROUT PIPE PER INSTALLATION NOTE 5 i PATENTE L TLET PIPE �( PERIMETER 3A 6.5' 2.5' r \ VOID AREA —MEDIA C�L 42' 1.4' 58 S.F. C L / FILTER HOUSING 20' 3' 98 S.F. 6 IN. WETLANDMEDI r — — BED I RE —FILTER CARTRIDGE � I VERTICAL , ' - L - — — — — INFLOW ;.: OUTFLOW PIPE UNDERDRAIN :. ..:.:....... .•.,:. I �_ MANIFOLD �S01C DRAIN DOWN LIN S -FOIE 6" MIN. BASE "Y''""- I I I _ I I o OWATER POLIS - UP —F LVVV IVILUIM FILIL.R D I WP -3 -6 NTS SPECIAL INSTALLATION NOTE: WATER POLISHER AND MWS UNIT TO BE INSTALLED BY BIOCLEAN ENV. SERVICES APPROVED INSTALLER. SECTION t INFLO VEGETATI >C/L EW PLANT ESTABLISHMENT MEDIA � 77 BIOFILTRATION c-1 URB C/I ET PIPE rPENING uODi INFLOW o I I I 501E I o � � o 0.50' Icy: 0 OW CONTROL I RISER I Io d n m 0 6.50' � 0.50' 7.50' 0.50' RIGHT END VIEW ELEVATION VIEW PRETREATMENT /DISCHARGE PLANT NOTE: NWUSYSTEMS R D A PLANTERS O7 STORMWATER BIOFILTRATION SYSTEM BY MODULAR WETLANDS ZIZANIOIDES) FOR ZONE 9 SEE M WS- L- 4- 6.5- C MODULAR WETLAND MANUFACTURER NTS PLANT LIST. L(VARIES) Sr -E 8MP KE'1MAP OUTFLOW TO ON S HE C-7- I'e CURB AND GU SEE T B BELL \ 3" PERFORATED PIPE 3" PERFORATED PIPE DISCHARGE AS SHOWN ON PLANS CONCRETE OR OTHER PLANTER 6" ENERGY DISSIPA110N STRUCTURAL L WIjH ATER ROOFING ADA GRATE KLASSIKDRAIN K300 ,H, AME AND GRATE, OR EOUAL SURFACE AREA PLAN OF PLANTER VARIES ® ®® (pl ? DOWNSPOUT/INLET ERGY ® ®® v SPECIAL INSPECTION NOTE: ENSIPATION 8" ATRIUM SPECIAL INSPECTION OF ALL POST CONSTRUCTION BMPS BY ENGINEER OF 12" 18" e 30' / 9 PLAN 1200 RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE (SEE NOTE 2 FOR FOLLOWING STAGES. PROGRESS PICTURES OF BMPS CONSTRUCTION SHALL SOIL MIX) PROVIDE 6" --I 4• LENGTH AS SHOWN ON PLANS :` .. ; ; BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 10° co CONCRETE BASE ° 1. BMPS EXCAVATION w~ _`TI L 2 -3° OF 3/8" GRAVEL v 1 IE OUT PLANTER L W AREA (MIN.) OUTFLOW PIPE 3A 6.5' 2.5' 16 S.F. 3 IN. 3B 42' 1.4' 58 S.F. 3 IN. 3C 20' 3' 98 S.F. 6 IN. w, W S--PER PLAN - : 2. PLACEMENT OF PERFORATED PIPE, RISER PIPER, OUTLET PIPE, HMPii 1 3/4 CRUSHED CURB AND O4 PRECAST CONCRETE CAT C ASIN �: 3. PLAIFlCEMENTC 12 OF BMP STRUCTURE " — — ROCK GUTTER . ; 4. PLACEMENT OF ENGINEERED SOIL LAYER NTS 14.17" 5. FINAL GRADING 2% ESSi SEC7ION A —A 6. FINAL BMP PLACEMENT WITH VEGETATION ESTABLISHED DETAIL NOTE: �v' CSI Z END NEW UNDERDRAIN PIPE SEE 1. FOR WATERTIGHT CONNECTION, INSTALL 1/X" TO }" THICK I�I �, N PERFORATED TABLE RIGHT FOR SIZE X 2" WADE CONTINUOUS 30 DUROMETER NEOPRENE o z ACID KLASSDRAIN 0.5% SLOPED CHANNELS SHALL BE CONNECTED TO CREATE CONTINUOUSLY DRAIN AND SHEET 5 FOR TYPE GASKET, ALL AROUND CATCH BASIN FRAME No.CO70066 SLOPING RUN. HALF METER CHANNELS AND NEUTRAL SLOPING CHANNELS ARE ALSO AVAILABLE. 2. W—THROUGH PLANTER ENGINEERED SOIL LAYER SHALL 110 COPPERWOOD WAY, SUITE P EANSIDE CA 92058 ' EXP.09 /30/16 ' INSTALL PER MANUFACTURERS RECOMMENDATIONS. SECTION BE Y LOAM SOIL MIX NTH NO MORE THAN 5% CLAY sp Ciyil- �P FLOW- THROUGH PLANTER CONTEN . E MIX SHALL CONTAIN 50 -60% SAND, PH: 760- 908 -8745 • info @civilla orks.com '. 9'�0FCA1�° 0 1 2" WIDE TRENCH DRAIN PVT 20-30% C T OR HARDWOOD MULCH, AND 20 -30% 11 NTS O TOPSOIL NTS GE No DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAIN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. HN lo L — SE �A l0 (Z DESCRIPTION: 2:5" BRASS DISC "LS No. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: APPR E NOTES AND DETAILS FOR: LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: —I& (� iZ FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA O9 -G PARKING LOT ADJACENT TO THE RESTROOMS MASIH MAHER GLENN PR IM 850 SOUTH COAST HIGHWAY .RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 VERTICAL:1" = 2' ELEVATION: 82.081' Zi 0 2 z y t APN :258- 181 -17 DATUM: NA 88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 2 OF � Y�A�fJVC S�Er jZEP�CE w ITM' 2� RELATIVE TO CONSTRUCTION ACTIVI CONCRETH WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE S70RMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3' CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. 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. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SIZE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRNNING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGOMT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CASED 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. 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 AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (600) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. GALVANIZED FRAME,. PRECAST CONCRETE CATCH BASIN CATCH 11 ao27 SCALE BASIN A B H SIZE —r 1.0 VT. 12 "x12" 12' 20' PER PLAN E ADA GR ® PRECAST CONCRETE CATCH BASIN NTS I E IINIIE�]7I�Ih ACCESS HATCHES CONTRACTOR TO GROUT TO FINISHED GRADE PER INSTALLATION NOTE 5 4t 1� I I I I PLAN TREATMENT STATIC MEDIA WATER CARTRIDGE ELEVATION I Tj L — — CHAMBER 12— — — 0.50' 4.67'— 6.00' 7.00' END VIEW 72.10 RIM THRU HOLE GROUT PIPE PER INSTALLATION NOTE 5 z A — J HOUSING SECTION @)WATER POLISHER —UP —FLOW MEDIA FILTER BY BIOCLEAN WP -3 -6 NTS SPECIAL INSTALLATION NOTE: WATER POLISHER AND MWS UNIT TO BE INSTALLED BY BIOCLEAN ENV. SERVICES APPROVED INSTALLER. ACO KLASSIKDRAIN K300 —� FRAME AND GRATE, OR EQUAL T� V # T = ELAN 4' LENGTH AS SHOWN ON PLANS S A.. C� �O a Lu SEcn0N A -A END NEW Z AACCO KLASSDRAIN 0.5% SLOPED CHANNELS SHALL BE CONNECTED TO CREATE CONTINUOUSLY No.0070166 SLOPING RUN. HALF METER CHANNELS AND NEUTRAL SLOPING CHANNELS ARE ALSO AVAILABLE. 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 EXP.09 /30/16 INSTALL PER MANUFACTURERS RECOMMENDATIONS. PH: 760-908-8745 •info @civillandworks.com s'qV 'a" 12" WIDE TRENCH DRAIN (PVT) ANGE DESCRIPTION - I %EVSSLGM W S WAk NOTES Aw sH68Ts (ciecen vot®EO) CA1 DATE 11 ao27 SCALE ��° MAX OWERAING WAD (FT) �. ENGINEERI an —r 1.0 VT. 1012 ( DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." TUTS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: C n_1 fc -17 ci SPECIAL INSPECTION NOTE: ' SPECIAL INSPECTION OF ALL POST CONSTRUCTION BMPS BY ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES PROGRESS PICTURES OF BMPS CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. BMPS EXCAVATION 2. PLACEMENT OF PERFORATED PIPE, RISER PIPER, OUTLET PIPE, HMP ORIFICE, ETC. 3. PLACEMENT OF BMP STRUCTURE 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL GRADING 6. FINAL BMP PLACEMENT WITH VEGETATION ESTABLISHED AS - 6LAT-LT5 DAVE CARON DATE PATENTED PERIMETER VOID AREA FLAT BAR - WETLANDMEDIA BED BYPASS OPENING CONNC-Ct TO ALDG. 5'f0/RAAA/Z*W Pt`R PLumUivre PLANS PRE — FILTER SCREEN VERTICAL UNDERDRAIN MANIFOLD PLAN VIEW CONAIEU- t0 sL0(r. S101RA "� DA19IN PEAPLUM8INGPZAMS LEFT END VIEW BIOALTRATION PLANT NOTE: MWS SYSTEMS AND PLANTERS O INCLUDE VETIVER GRASS (VETIVERIA ZIZANIOIDES) FOR ZONE 9 SEE MODULAR WETLAND MANUFACTURER PLANT LIST. zb' ---- -_ APPROVED DATE BENCHMARK ao27 SCALE ��° MAX OWERAING WAD (FT) �. ENGINEERI an MERINO MiDIA LOADING RATE (GFM/SF) 1.0 VT. 1012 ( DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: C n_1 fc -17 i nceTinN• i nnerPn ini cwe��PC rrry oeau rno nr ri ioa Oki cni iru cinr nr ruc „ DATE Kd -S' l(, ELEVATION: 82.081' DATUM: NAV588 HORIZONTAL:1 = 10 VERTICAL:1" = 2' R.C.E. NO.: 70066 MASIH MAHER DAVID CARON EXP.: 9 -30 -16 DATE ORIFICE END CAP �►— 0.65' VEGE PI ESTABLISHI N ELEVATION VIEW DOWN SPOUT TIE IN V NTS � r L 2 �( 166AE pN wR�� FF� CG- S- �n EL sOF 1 CR�oRA v6L wl WELD 8 R►�R �pRA \�A&� v� �I RAIS�D �LA�¶NG ARt� � CtT`1 s�Dl tl�'la \� CFINISt4157t q wic• 1b 2 �F !� n t Q3 Cb RTE 1 51 �EL 3'C4�JTER AO- T S. DETAIL NOTE: 1. FOR WATERTIGHT CONNECTION, INSTALL 1/X' TO THICK X 2" WIDE CONTINUOUS 30 DUROMETER NEOPRENE GASKET, ALL AROUND CATCH BASIN FRAME 2 FLOW- THROUGH PLANTER ENGINEERED SOIL LAYER SHALL BE SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. APPROVED: NOTES AND DETAILS FOR: �^ FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509-G For GLENN PRUIM — 850 SOUTH COAST HIGHWAY L0 /IL It J1 APN:258- 181 -17 DATE PLANNING CASE NO: SHEET2AOF 1 Q NEW SHEET, REPLACED SHEET 2 MW5- DS�-3 -5-2 WATMBVr ROW (CFS) ao27 VAULT HEIGHT (FT) 20 MAX OWERAING WAD (FT) 1.5 *7LAND AMWA Y WMF (C1, an MERINO MiDIA LOADING RATE (GFM/SF) 1.0 ELEVATION VIEW DOWN SPOUT TIE IN V NTS � r L 2 �( 166AE pN wR�� FF� CG- S- �n EL sOF 1 CR�oRA v6L wl WELD 8 R►�R �pRA \�A&� v� �I RAIS�D �LA�¶NG ARt� � CtT`1 s�Dl tl�'la \� CFINISt4157t q wic• 1b 2 �F !� n t Q3 Cb RTE 1 51 �EL 3'C4�JTER AO- T S. DETAIL NOTE: 1. FOR WATERTIGHT CONNECTION, INSTALL 1/X' TO THICK X 2" WIDE CONTINUOUS 30 DUROMETER NEOPRENE GASKET, ALL AROUND CATCH BASIN FRAME 2 FLOW- THROUGH PLANTER ENGINEERED SOIL LAYER SHALL BE SANDY LOAM SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SAND, 20-30% COMPOST OR HARDWOOD MULCH, AND 20-30% TOPSOIL DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. APPROVED: NOTES AND DETAILS FOR: �^ FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509-G For GLENN PRUIM — 850 SOUTH COAST HIGHWAY L0 /IL It J1 APN:258- 181 -17 DATE PLANNING CASE NO: SHEET2AOF 1 Q NEW SHEET, REPLACED SHEET 2 182 +50 Z)LU I IUIN INU I L: SEE SHEET 6 FOR SECTIONS STREET IMPROVEMENT NOTE: SEE SHEET 9 AND 10 FOR PUBLIC SIDEWALK, CURB do GUTTER, AND CROSSWALK IMPROVEMENT. DEWATERING NOTE: 1. DEWATERING OPERATIONS ARE TEMPORARY AND SHALL BE DISCONTINUED AT COMPLETION i CONSTRUCTION. 182 +00 O O HIGHWAY 101 c5 i i L\ D � � D CONSTRUCTION NOTE: I I% 0 18" TRENCH, 3 FEET DEEP MAX. SEE DETAIL BELOW 8" SUMP CASING WITH SUBMERSIBLE PUMP PUMP: 2" PUMP, 1HP, MODEL NO. WACKER NEUSON 220V #PS2 800# SEE TYPICAL DETAIL BELOW 2" FORCED MAIN I ® TEMPORARY CLEANOUT [� STORM INLET, SEE DETAIL SHEET 2 i © 2" FORCED MAIN TO GRAVITY INLET I I' l� 12" STORM DRAIN LINE SDR -35 I I ® DEWATERING AND GROUNDWATER TREATMENT SYSTEM DESIGN FLOW RATE 100 GPM PER PURE AND EFFECT SHORING WALL PER SHEETS 11 -14 WIJ�1. 112 2" BURIED DISCHARGE PIPE 8" SUMP CASING WITH SUBMERSIBLE PUMP TYPICAL PUMP IN TRENCH DETAIL NTS BUILDING WALL " CRUSHED GRAVEL TRENCH FINISHED FLOOR MATT SLAB PER STRUCTURAL ENGINEER PAD GRADE Is i iya70 I 59.086G EN I 1 — — — — H 3 67.83 I G 7 PERIMETER TRENCH � SH S 71.66FG ETS-1 14 Z W SEE DETAIL IGB — /APPROX. GROUNDWATER -------- - - - - -- ----- - - - I 59.08FG I II w i LEVEL = 57.5' ri )9 v' Ur I = GB I 3.0 — — — — w j' ° II ° 2 3 1 12 o I 2 LIMT� W ry PERIMETER TRENCH DETAIL I--- -I w III 67.16FG I I I 3 2 /, II I \ NTS 1.5' C.D 10 6 � II o I II I� I 1 / I — _LGB 00 I II ( ( I 57.58FG I o co °° GARAGE -E-F 5� LOT 8 I 20c) Co o - - -- I - -- -- - - - -- I I G I BLOCK 8% I Q I I I Io N I I, 2 LOT 6 _ Z BLOCK 8 LOT 7 - r / I / 1 I�� I_ _ — A �°' T Cn Influent I I 32.00' I BLOCK 8 I N \ Pure Effect" I, s I 56.41FG 57.58FC / 3 i Groundwater F�; it9iP8!'Lty OUT FROM TREATMENT SYSTEM I I I I j I I I 1 001 W. wuna. Dr. 3 1 FlrNrIbn CA ffl9! III (114) aa,rr� Process Pump Media Filters Fay: (/14) 094E 0 IN FROM DEWATERING SYSTEM Mechanical Filters 2 I i I I I I \ Inbn� I I I 4 I I TO TREATMENT SYSTEM 1 I I 2 ^ li \ ® SOLUTIONS O r� 7 77 5 .5 TG I I( ° ° ° / OUR EAlriRONMENT ss.1aE =— ®— _ — _ — z- Discharge \ ABP Ill60 ®— — I l�s - - _��. to nc n s,CA P.,r c�AC o� E v v a— ...� ao ' c `— ° ° \ i Fi ►ion/ • -co- StormDron N N 5'5813 W 150.27 -- S \ 7 S S p 3 S GARAGES p S S S S p S S p S -- P- S ° S S — S \ HddnB 9 Ft GN=Wmhvnkw p ° p p ° D ° a ° Z p i Tank wmp.NO �aM . ° W ° W W W W - W W �J ° W INf PLANS -- W W �_ W W W W Vim p p EX. WALL TO REMAIN IN ° a ° p. o SEIE SHEEN 11 -14 ° a ° ° \ MdWratalaw d° Loop, for �A M�SD D SERVICEpUNTIL N�1RTF - SD SD ° ° SD- ,�,1�1 � p SHORING WALL AND R71�ERS p p v $emse Port D IEX. IS INSTALLED i o A�.LEY c - ° ° � ° / �- p - / 4 Air Injection 174111 rps WALL TOLE PROTECTED IN PLACE ° p c a p ° D pa a ° ° \ I I 00 Q �-- GAS GAS,- GAS CWS ° �ASw- GAS° a GAS GAS GASP GAS GAS GAS GAS G CaAS G S \ GA GAS 0 GAS, 1FtOW -- +^ ° 7 00 DAiE:11/44/15 DMIOn Row RoEw H E(OH) (OH) E(GH) E(OH) E OH) E(GH) r(OH; E(OH) E(OH) E(GH) E(OH) OH) E(OH) I �(OH) E(OH) (0 - Rw 258 -181 -21 I CAUTION!! \ \ NOT TO SCALE I I I EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN I OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE °� ~M � I I I PLANS MAY NOT REFLECT ALL EXISTING unuTiES. EXACT LOCATION AND DEPTH OF EXISTING I I \ v+ae+aarwee n Tea, e••YwAd •°d vn UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING dmwmrmr , UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. "' 32 Ft. Y°o""v WWW0" ear. «iwiit• IN••IN OrMM°q QESS 6/ZOUND I,JATE2 DE- WATERIA16IS �o �0 20 SPECIAL NOTES: A S - BI/I�L T5 TEMPOItARY ARID SMALL 8C, DT5CONiT /VL) welmPM•µ� I�� �O� 1. SEE PERMIT N0. FOR NPDES DISCHARGE TO SURFACE WATERS Ar LEA/.D 6 F C ONST ALL pUlti1P5 t PIPtF 2. CONTRACTOR TO PROVIDE SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY OF ENCINITAS TRAFFIC CONTROL DIVISION. 86 REMOVED AAt,010 /2 PL U &e E,O 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 �Tq CIVIL ��P GRAPHIC SCALE lz -G -/5 PH: 760- 908 -8745 • info @civillandworks.com �OFCAL�F SCALE. I"= 10 M. Slaiby ®AtaE: GgROnI DAZE CHANGE N0. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. N I Uvu A's- SUIT Atx SHEETS (EXCEFrVO1GED'I l -1 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." HORIZONTAL :1' -_ 10 PLANS PREPARED UNDER SUPERVISION OF RECOMMEN ED: APP EXCAVATION, DEWATERING, AND PUBLIC ACCESS PLANS FOR: LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE �%� DATE: Z - ;� �i FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509 -G PARKING LOT ADJACENT TO THE RESTROOMS �( Ll( / /jam•/ MASIH MAH €R GLENN PR IM 850 SOUTH COAST HIGHWAY R.C.E. NO.: 70066 RECORD FROM: CITY OF ENCINITAS VERTICAL:1" - 2' APN: 258 - 181 -17 ELEVATION: 82.081' 2/ 9 2 1 FJ z DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET OF 1 5 AS -RUlLT Q ° S 182 +50 � -1G 182 +00 i / 181 +50 \ OVERLAY ASPHALT TO ADA 7EMPORARY AC BERM \ \ REQUIREMENTS (2% MA PD? SDRSD G -5, TYPE B CROSSF� M HIGHWAY 101 A - --- TEMP. SDRSD G-30 DOMES PER k S 5'ST40° E — .150.24' R/W G ��_� �. _, _ ._ -- _ - _ _. I -" J `'' ( 1EMPORARY I Am N i ^ Il \ < ^ c I SHORING WALL I CONSTRUCTION FENCE 12 r d z o o v ! i BUS STOP TO BEIRELOCATED / l ' � Q ° v z � i N N I SEE SHEET 5 FO�i LOCA110N / SHORING PLANS z= " �w I e o N I I I SEE SHEETS 11 -14 I a II i GARAGE III LIMIT i i / GARAGE / l i GARAGE 2ND FF = 57.00 1 "ill 00 LL II I LOT 6 i LOT 7 i OT 8 00 BLOCK 8 - i BLOCK 8 i BLOCK 8 ( / N 00 l�zl_ -- Ill - S S - -� —, �, -- -S S D S° D ?� S --�- S D S D S - S D S S D S �g��S ° S ° D S D ° W -� W ° ° W ° W -- W °- L W -�- W W - a -� W' �� Wvv - W ItMYSdfBR �COKSIK�/�LIOIdV D z� W _ 4 PST C Y, U? D D ° FENCE N� K -RAIL ALONG D ALES. CON7Rk`CIDR TG D D ° D �o ALLEY pEq�� ONLY ° OVERHEAD PROTECTION u D SD SD ° ALLEY T0- REIwAl 1�OPEN AIVB -> SD SD STS "' "' 'SD �= SD UNOBS7RUCTED DURING ° P CONSTRUCTION ' ° ALLEY, GAS GAS aGAS D GAS -a AS�� GAS ° GAS GAS GAS D GAS D G S� GAS D� GAS GPI vS ° GAS L( I H E(oH) (GH) E(oH) E(oH) E CH) L(OH) f(OH) E(OH) -- E(OH) E(OH) E(OH) OH) E(OH) 1 258 - 181 -21 I I I CONSTRUCTION NOTES: - MINIMUM OF 5 WORKING DAYS NOTIFICATION REQUIRED FOR CONSTRUCTION WORK WHICH AFFECTS BUS STOPS ESS c I � I I � I —S I I I I I PROVIDE 8' CLEARANCE FOR PEDESTRIANS l 8° WHITE CHANNLUZING I TURN POCKET HIGH VISIBILITY GLUE DOWN CHANNELIZERS EVERY 4' -- PROVIDE 8' CLEARANCE FOR PEDESTRIANS TEMP. TRUNCATED n DOMES PER SDRSD G -30 16' 2 M j \>6� _ I— _ W W �0 B o i / + T / Ln i ■ YELLOW LIGHTS AT EVERY CORNER AND 50' O.C. THEREAFTER (FACING ONCOMING TRAFFIC -FIRST LIGHT FLASHING & STEADY BURN THEREAFTER) 2" WOOD ROOF DECK LIGHT W17H STEEL SAFETY CAGE 0 25' O.C. 112" PLYWOOD BRACE 2 x//4 STUD ® 2' -0" O.0 112" PLYWOOD PANELING r ro WORK AREA '2 x 10 KICKBOAR (BOTH SIDES) SIDEWALK-, CURB 6=O* PLYWOOD BRACE (TYP.) IBLE 2 x 4 POSTS (MIN.) HIGH HANDRAIL OF TRAVELED WAY 9DE " 1' ASPHALT STREET 15" e'wIx CROSS SECTION TEMP AC BERM COVERED PEDESTRIAN WALKWAY NOT TO SCALE WOOD WALKWAY TO BE PANTED THE 'THEME' OF DEVELOPMENT YELLOW LIGHTS AT EVERY CORNER AND 50' O.C. - THEREAFTER (FACING ONCOMING TRAFFIC; FIRST LIGHT FLASHING & STEADY BURN THEREAFTER) R/W WOOD FENCE TO BE PAINTED IN - 7HE 'THEME' OF THE PROJECT PEDESTRIAN WALKWAY ( SEE DETAIL I GAS WORK AREAR I ♦ t t , & W 28' 11' 9.5' 15' 1 TEMP AC BERM HIGHWAY 101 — SECTION A —A NOT TO SCALE YELLOW LIGHTS AT EVERY CORNER AND 50' O.C. THEREAFTER (FACING ONCOMING TRAFFIC; FIRST LIGHT FLASHING & STEADY BURN THEREAFTER) WOOD /,CE TO BE PAINTED IN THE 'TH E' OF THE PROJECT PEDESTRIAN WALKWAY o0 I SEE DETAIL BELOW v W 9' W � t 25' 15' 1 /W WORK AREA - TEMP AC BERM W. H STREET — SECTION B —B NOT TO SCALE kCHANGE 01 CAUTIONH SPECIAL NOTES: ,q5- 6ULLT5 �I 10 0 10 20 DOTTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ES THESE PLANS HAVE BEEN 0 � Z 1. CONTRACTOR TO PROVIDE SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY No.0070066 OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE OF ENCINITAS TRAFFIC CONTROL DMSION FOR ANY WORK AFFECTING COAST HIGHWAY OR PLANS MAY NOT REFLECT ALL DOSTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING * D(P.09/30/16 ` UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING H STREET. c 0an 01 %1- �P GRAPHIC SCALE UTILTIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 2. ALL TEMPORARY SIDEWALKS AND RAMPS TO BE ADA COMPLVINT 'i' OPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 q� of CA��F� SCALE. 1 "= 10' 0 - 908 -8745 • infoOcivillandworks.com DAVE CAR-04 PAX DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. As- 6u(i..T Au6 slier s (eattZPT voio£a )• Ab-tcl DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PR ARED UNDER SUPERVISION OF RECOMMEN ED: APP V TRAFFIC CONTROL FOR PEDESTRIAN: LOCATION: LOCATED IN SWAMI'S CITY PARK: TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" = 10' DATE: Z•'s -tb FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA .I �+ PARKING LOT ADJACENT TO THE RESTROOMS 12509-6 RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASH MAHER GLENN PRUIM 850 SOUTH COAST HIGHWAY VERTICAL:1" = 2' API: 258 - 181 -17 ELEVATION: 82.081' 1 21611& Z 1011C DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 1 DATE DATE IPLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 4 OF 15 A5- sull -T BERM PER SDRSD AC G -5, TYPE B JTITEMPORARY / / / \ i �oo2Z, V\V ��UC9 W rr OOO GAS GAS c GAS GAS 9 GAS a0 �(G — E(CH) (GH) E(OH) E(O � YELLOW LIGHTS AT EVERY CORNER AND 50' O.C. THEREAFTER (FACING ONCOMING TRAFFIC -FIRST LIGHT FLASHING & STEADY BURN THEREAFTER) 2" WOOD ROOF DECK LIGHT W17H STEEL SAFETY CAGE 0 25' O.C. 112" PLYWOOD BRACE 2 x//4 STUD ® 2' -0" O.0 112" PLYWOOD PANELING r ro WORK AREA '2 x 10 KICKBOAR (BOTH SIDES) SIDEWALK-, CURB 6=O* PLYWOOD BRACE (TYP.) IBLE 2 x 4 POSTS (MIN.) HIGH HANDRAIL OF TRAVELED WAY 9DE " 1' ASPHALT STREET 15" e'wIx CROSS SECTION TEMP AC BERM COVERED PEDESTRIAN WALKWAY NOT TO SCALE WOOD WALKWAY TO BE PANTED THE 'THEME' OF DEVELOPMENT YELLOW LIGHTS AT EVERY CORNER AND 50' O.C. - THEREAFTER (FACING ONCOMING TRAFFIC; FIRST LIGHT FLASHING & STEADY BURN THEREAFTER) R/W WOOD FENCE TO BE PAINTED IN - 7HE 'THEME' OF THE PROJECT PEDESTRIAN WALKWAY ( SEE DETAIL I GAS WORK AREAR I ♦ t t , & W 28' 11' 9.5' 15' 1 TEMP AC BERM HIGHWAY 101 — SECTION A —A NOT TO SCALE YELLOW LIGHTS AT EVERY CORNER AND 50' O.C. THEREAFTER (FACING ONCOMING TRAFFIC; FIRST LIGHT FLASHING & STEADY BURN THEREAFTER) WOOD /,CE TO BE PAINTED IN THE 'TH E' OF THE PROJECT PEDESTRIAN WALKWAY o0 I SEE DETAIL BELOW v W 9' W � t 25' 15' 1 /W WORK AREA - TEMP AC BERM W. H STREET — SECTION B —B NOT TO SCALE kCHANGE 01 CAUTIONH SPECIAL NOTES: ,q5- 6ULLT5 �I 10 0 10 20 DOTTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ES THESE PLANS HAVE BEEN 0 � Z 1. CONTRACTOR TO PROVIDE SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY No.0070066 OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE OF ENCINITAS TRAFFIC CONTROL DMSION FOR ANY WORK AFFECTING COAST HIGHWAY OR PLANS MAY NOT REFLECT ALL DOSTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING * D(P.09/30/16 ` UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING H STREET. c 0an 01 %1- �P GRAPHIC SCALE UTILTIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 2. ALL TEMPORARY SIDEWALKS AND RAMPS TO BE ADA COMPLVINT 'i' OPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 q� of CA��F� SCALE. 1 "= 10' 0 - 908 -8745 • infoOcivillandworks.com DAVE CAR-04 PAX DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. As- 6u(i..T Au6 slier s (eattZPT voio£a )• Ab-tcl DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PR ARED UNDER SUPERVISION OF RECOMMEN ED: APP V TRAFFIC CONTROL FOR PEDESTRIAN: LOCATION: LOCATED IN SWAMI'S CITY PARK: TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" = 10' DATE: Z•'s -tb FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA .I �+ PARKING LOT ADJACENT TO THE RESTROOMS 12509-6 RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASH MAHER GLENN PRUIM 850 SOUTH COAST HIGHWAY VERTICAL:1" = 2' API: 258 - 181 -17 ELEVATION: 82.081' 1 21611& Z 1011C DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 1 DATE DATE IPLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 4 OF 15 A5- sull -T 182 +50 182 +00 CA o 77.65EX \ m uj C3 Q J 0- I to C5 °' W II I 00 N W W U mo n 78.02TG ZI 74. a -73LSZ IE z °al I I'tk{i1xmi0 TREE TO > 80.30FG PC hAtTiF2 B ROOF DRAIN _HIGHWAY 101 BUS STOP BENCH -'-- - - -i - 2 3B 80.50FG OFS I 414tN I PtkY►C'74 LOT LINES TO BE REMOVED AND IfPROJECT AREA TO BE CONSOLIDATED INTO ONE (1) LOT 78.00FS 77.86TG 1 4 78.00FS -r- n 77.291E l 0 ° ;p 1 ° y fG GAI#AGE LIMIT I ROOF DRAIN I i 77.87TG 1 4 ° +50 vu 4 PLANTER I UP r f = .7 v' V-'I ° ❑ ❑ ❑ CONSTRUCTION DEPARTMENT, TO RELOCATE OR REMOVE THE EXISTING POWER POLE IN THE P o PLANTER PLANTER n w ❑ ALLEY ADJACENT TO THE SITE, TO A LOCATION APPROVED BY SDG&E, AND SATISFACTORY TO OPEN ABOVE lE VAR O \) ❑ THE CITY ENGINEER. PLANTER OPENI �� OPEN ABOVE 2. PCC ALLEY PAVING DAMAGE DURING THE CONSTRUCTION SHALL BE REMOVE AND REPLACE PRIOR GARAG 2ND = 57, 77 89FS OOH -, (� TO FINAL OCCUPANCY OF THE BUILDING. 77.82FS 75' 3. ANY DAMAGE TO H STREET FROM PROPOSED PROJECT SHALL BE REPAIR AT A FULL WIDTH PAVEMENT OVERLAY BEFORE FINAL OCCUPANCY TO THE SATISFACTION OF THE CITY ENGINEER. 77.89TG 78.00FS 77.89TG 78.00FS Z ROOF (RAIN 78.00FS 78.00FS 77.171E 1 4 1 4 ° 77.191E 77.461E I I R, WATER POLISHER NOTE: I• p1� SEE BLOW UP DETAIL THIS SHEET ( I SO DRAINAGE SYSTEM ROOF DRAIN I -4 -4 \ �� WATER POLISHER LOCATED IN ALLEY TO BE MAINTAINED BY PROPERTY OWNER IN PERPETUITY BY MEANS OF MAINTENANCE CONTRACT WITH QUALIFIED CONTRACTOR PER "ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT' �k- -- --- - - - -,- -_ - - - -- - - - -1 -- ---------------- -- - - - - r \ \ Doc aur- .OMgOSS RECORDED a-$• /6 AND "SW TREATMENT FACILITY MAINTENANCE A I 6850TG $ / AGREEMENT" DOC 2016- 0054096 RECORDED - A-jr-14 OWNER SHALL CONTRACT WITH 5 BASEM T CA-re 9 DRAINAGE SYSTEM TO DRAINA�ESY51E#I I / I 1 6 .751E > + EQUALIFIED MAINTENANCE CONTRACTOR. BASIN 0 CONNECT TO SEWER PUMP. �-�- t3 ` A� a, T / SEE AR HITECTURAL DRAWINGS PER MECHANICAL SYSTEM I SYSTEM �' yl 71 FS F 77•g2 / I 13 I TO DRAINAG SYSTEM O�2AIN FROM TRASHI -� 71.61 \ / SIDEWALK UNDERDRAIN NOTE: 78.05FS �J SYS ENCLOSUREI DRAIN I TO SEWER. I i \ J / SIDEWALK UNDERDRAIN TO BE MAINTAINED BY PROPERTY OWNER IN PERPETUITY BY MEANS OF r� I I TO BE COVEREDI 68.5OFS 7408FS 1 MAINTENANCE CONTRACT WITH QUALIFIED CONTRACTOR PER "ENCROACHMENT MAINTENANCE AND REMOVAL �► g \ CL COVENANT" DOC J.OIt - ODSYOS5RECORDED a -&-14 AND "SW TREATMENT FACILITY \ o p 1 y o b RECORDED 68.50FS 71.48FS MAINTENANCE AGREEMENT DOC a/G /� .68 1 4 :D DRI 12 I° v ° 7 .0011 SEWER PUMP AND SEWEIP OPEN 8 DRIVEWAY RAMP ° I M NH%E L N� v 25' IY CL 0.99FS RDOF ABOVE BF r SHEET5 FOR PR OF E v N 71.1 OFS W 71.48EX 71.SOTG 721I 77.88FS � - - - x ti 72.91FS . PLANTER 75.90FS 77 68TG 71.12EX- 7 . \ EXW�R PER OF 77 OOIE 4 71.28EX \ \ 71.17EX - 7107EX N 5058'13" W ! 150.27' R/W 71.88EX 73.60EX X�l 4' ENCNVITAS SANITAR _ - _ T\ \S ROOF 7 S S S - -- - \ - S S - ` /DISTRICT E -4 OPE AR A S S S 8 S 9 S W - ABOVE W W W W vv VV����� W \ W W W W P�- W W W W `. _ 12 ROOF ABOVE GARAGE tlA11T� PR. TRANSFORMER W DRAINAPER - / / } - - 77 88FS P °A 69.001E SD ARCHITE RAL PLAN SD / SD SD SD SD SD TO BE DIRECTED TO STORM / EX. 6 -IN ACP PER / _ - ELECTRICAL POLE 6' PVC I ! 6 DRAINAGE SYSTEM, ! /fjl I C�/ 6 WO -55-1 \ OO TO REMAIN I I ~ - GA GAS GAS GAS AS GA GAS /GAS r I GAS GAS GAS G S GAS G GAS G S GA GAS _ GAS Gas GAS G s GA 11 I r�u 1 1 I _ i oHZ -- E�oH� - -- �G ' - -- L( °H_ - -10H) E(OH) r(OH) off E off I ROOF A - - - - -- -- ) E( OH) E7(0 E - (OH) E(OH) E(0 OVERHEAD LINE TO BE - - (OH, RE- ROUTED (ROUND ING EX. STOF�M DRAIN PER CITY OF - - - -- I =81.00 ENCINITAS DWG. NO. 0025 -Si - +-- - - -- -- - -- -a ELECTRICAL POLE 258- 181 -21 TO REMAIN ELECTRICA d OVERHEAD LINE I I TO BE UNDER- GROUNDED ti ELECTRICAL AVERHEAD,LI, E 7 78.02TG I I I \ TO BE UNDER - GROUNDED F ir-laze WAI IN II � ■QEss/ PVC CAUTION! ! SPECIAL NOTES: 6 EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN 1. CONTRACTOR TO PROVIDE SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY 6" PVC \ o Z 10 0 10 20 OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE OF ENCINITAS TRAFFIC CONTROL DIVISION. I C rks ` Ivi No.0070066 A PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING ` Dan EXP.09 /30/16 UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING JTgl CiVi�P GRAPHIC SCALE UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. I I 110 COPPERWOOD WAY, SUI OCEANSIDE, CA 92058 FpFCA��FO SCALE. 1 "= >0' BLOW UP DETAIL PH: 760- 908 -8745 • infoC c' andworks.com SCALE: 1" = 5' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAW-. BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 10/12-11 PARKING LOT ADJACENT PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V DESCRIPTION: 2.5" BRASS DISC "LS N0. 7322." PLANS PREP LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA = 10' DATE: •t ` FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA TO THE RESTROOMS sl/t RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER GLENN PR IM 850 SOUTH COAST HIGHWAY 1 9 -G VERTICAL:1" = 2' ELEVATION: 82.081' 2-1811A 2 ` APN:258- 181 -17 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 5 OF tEA401/E Stfeer S P.EPlj tCe w1'rl-t S-A I LT CONSTRUCTION NOTES: 1Q ROOF DRAIN OR STORM INLET TO BE CONNECTED TO STORM DRAIN SYSTEM TO MWS � 181 +00 cn I I ROOF DRAIN TO DISCHARGE TO FLOW THOUGH PLANTER. SEE PLUMBING PLAN 3Q WATER QUALITY FLOW THROUGH PLANTER. SEE DETAIL SHEET 2 STORM INLET. SEE DETAIL SHEET 2 CURB OUTLET PER SDRSD D -25 CURB UNDERDRAIN PER SDRSD D -27 - ! MODULAR WETLAND - MODEL MWS- L -4-6. _ CONCRETE DRIVEWAY M D SEE SHEETS 9 AND 10 9 INSTALL WATER POLISHER M WP -3 -6. SEE DETAIL SHEET 2 FOR PUBLIC IMPROVEMENT PLANS - 10 TRASH ENCLOSURE T PLY WITH STORMWATER BEST MANAGEMENT PR S TRASH TAINER 11 10" PVC S SDR 35 12 12" SD - SDR 35 - G &lJME'Gf rO E %. TA/ LEf - _ -- - 78 ` 13 NCH DRAIN AT BOTTOM OF RAMP TO CONNECT TO STORM DRAIN SYSTEM - UTILITY NOTE: ° p p 1> ° p p o0 0 p 0 ° °° ° SEE SHEET 8 FOR UTILITY PLAN. ° °° ° ° ° ° °° o ° ° DRIVEWAY NOTE: ❑ o ° - 1> -77 SEE ARCHITECTURAL DRAWING FOR DRIVEWAY GRADES. 4 1> ❑ 00 0 - SECTION NOTE: D p p SEE SHEET 6 FOR SECTIONS p \ ° STREET IMPROVEMENT NOTE: = ° SEE SHEET 9 AND 10 FOR PUBLIC SIDEWALK, CURB & GUTTER, AND CROSSWALK IMPROVEMENT. El % ° ° I N NOTE: IN // ERIOR FF VARIES. I p p ° E HITEC p C 1. PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS, THE OWNER/PERMIITEE SHALL ASSURE, BY BF ° OBTAINING DOCUMENTATION AN SDG &E JOB PACKAGE HAS BEEN ISSUED TO THE SDG&E vu 4 PLANTER I UP r f = .7 v' V-'I ° ❑ ❑ ❑ CONSTRUCTION DEPARTMENT, TO RELOCATE OR REMOVE THE EXISTING POWER POLE IN THE P o PLANTER PLANTER n w ❑ ALLEY ADJACENT TO THE SITE, TO A LOCATION APPROVED BY SDG&E, AND SATISFACTORY TO OPEN ABOVE lE VAR O \) ❑ THE CITY ENGINEER. PLANTER OPENI �� OPEN ABOVE 2. PCC ALLEY PAVING DAMAGE DURING THE CONSTRUCTION SHALL BE REMOVE AND REPLACE PRIOR GARAG 2ND = 57, 77 89FS OOH -, (� TO FINAL OCCUPANCY OF THE BUILDING. 77.82FS 75' 3. ANY DAMAGE TO H STREET FROM PROPOSED PROJECT SHALL BE REPAIR AT A FULL WIDTH PAVEMENT OVERLAY BEFORE FINAL OCCUPANCY TO THE SATISFACTION OF THE CITY ENGINEER. 77.89TG 78.00FS 77.89TG 78.00FS Z ROOF (RAIN 78.00FS 78.00FS 77.171E 1 4 1 4 ° 77.191E 77.461E I I R, WATER POLISHER NOTE: I• p1� SEE BLOW UP DETAIL THIS SHEET ( I SO DRAINAGE SYSTEM ROOF DRAIN I -4 -4 \ �� WATER POLISHER LOCATED IN ALLEY TO BE MAINTAINED BY PROPERTY OWNER IN PERPETUITY BY MEANS OF MAINTENANCE CONTRACT WITH QUALIFIED CONTRACTOR PER "ENCROACHMENT MAINTENANCE AND REMOVAL COVENANT' �k- -- --- - - - -,- -_ - - - -- - - - -1 -- ---------------- -- - - - - r \ \ Doc aur- .OMgOSS RECORDED a-$• /6 AND "SW TREATMENT FACILITY MAINTENANCE A I 6850TG $ / AGREEMENT" DOC 2016- 0054096 RECORDED - A-jr-14 OWNER SHALL CONTRACT WITH 5 BASEM T CA-re 9 DRAINAGE SYSTEM TO DRAINA�ESY51E#I I / I 1 6 .751E > + EQUALIFIED MAINTENANCE CONTRACTOR. BASIN 0 CONNECT TO SEWER PUMP. �-�- t3 ` A� a, T / SEE AR HITECTURAL DRAWINGS PER MECHANICAL SYSTEM I SYSTEM �' yl 71 FS F 77•g2 / I 13 I TO DRAINAG SYSTEM O�2AIN FROM TRASHI -� 71.61 \ / SIDEWALK UNDERDRAIN NOTE: 78.05FS �J SYS ENCLOSUREI DRAIN I TO SEWER. I i \ J / SIDEWALK UNDERDRAIN TO BE MAINTAINED BY PROPERTY OWNER IN PERPETUITY BY MEANS OF r� I I TO BE COVEREDI 68.5OFS 7408FS 1 MAINTENANCE CONTRACT WITH QUALIFIED CONTRACTOR PER "ENCROACHMENT MAINTENANCE AND REMOVAL �► g \ CL COVENANT" DOC J.OIt - ODSYOS5RECORDED a -&-14 AND "SW TREATMENT FACILITY \ o p 1 y o b RECORDED 68.50FS 71.48FS MAINTENANCE AGREEMENT DOC a/G /� .68 1 4 :D DRI 12 I° v ° 7 .0011 SEWER PUMP AND SEWEIP OPEN 8 DRIVEWAY RAMP ° I M NH%E L N� v 25' IY CL 0.99FS RDOF ABOVE BF r SHEET5 FOR PR OF E v N 71.1 OFS W 71.48EX 71.SOTG 721I 77.88FS � - - - x ti 72.91FS . PLANTER 75.90FS 77 68TG 71.12EX- 7 . \ EXW�R PER OF 77 OOIE 4 71.28EX \ \ 71.17EX - 7107EX N 5058'13" W ! 150.27' R/W 71.88EX 73.60EX X�l 4' ENCNVITAS SANITAR _ - _ T\ \S ROOF 7 S S S - -- - \ - S S - ` /DISTRICT E -4 OPE AR A S S S 8 S 9 S W - ABOVE W W W W vv VV����� W \ W W W W P�- W W W W `. _ 12 ROOF ABOVE GARAGE tlA11T� PR. TRANSFORMER W DRAINAPER - / / } - - 77 88FS P °A 69.001E SD ARCHITE RAL PLAN SD / SD SD SD SD SD TO BE DIRECTED TO STORM / EX. 6 -IN ACP PER / _ - ELECTRICAL POLE 6' PVC I ! 6 DRAINAGE SYSTEM, ! /fjl I C�/ 6 WO -55-1 \ OO TO REMAIN I I ~ - GA GAS GAS GAS AS GA GAS /GAS r I GAS GAS GAS G S GAS G GAS G S GA GAS _ GAS Gas GAS G s GA 11 I r�u 1 1 I _ i oHZ -- E�oH� - -- �G ' - -- L( °H_ - -10H) E(OH) r(OH) off E off I ROOF A - - - - -- -- ) E( OH) E7(0 E - (OH) E(OH) E(0 OVERHEAD LINE TO BE - - (OH, RE- ROUTED (ROUND ING EX. STOF�M DRAIN PER CITY OF - - - -- I =81.00 ENCINITAS DWG. NO. 0025 -Si - +-- - - -- -- - -- -a ELECTRICAL POLE 258- 181 -21 TO REMAIN ELECTRICA d OVERHEAD LINE I I TO BE UNDER- GROUNDED ti ELECTRICAL AVERHEAD,LI, E 7 78.02TG I I I \ TO BE UNDER - GROUNDED F ir-laze WAI IN II � ■QEss/ PVC CAUTION! ! SPECIAL NOTES: 6 EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN 1. CONTRACTOR TO PROVIDE SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY 6" PVC \ o Z 10 0 10 20 OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE OF ENCINITAS TRAFFIC CONTROL DIVISION. I C rks ` Ivi No.0070066 A PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING ` Dan EXP.09 /30/16 UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING JTgl CiVi�P GRAPHIC SCALE UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. I I 110 COPPERWOOD WAY, SUI OCEANSIDE, CA 92058 FpFCA��FO SCALE. 1 "= >0' BLOW UP DETAIL PH: 760- 908 -8745 • infoC c' andworks.com SCALE: 1" = 5' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAW-. BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. 10/12-11 PARKING LOT ADJACENT PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V DESCRIPTION: 2.5" BRASS DISC "LS N0. 7322." PLANS PREP LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA = 10' DATE: •t ` FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA TO THE RESTROOMS sl/t RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER GLENN PR IM 850 SOUTH COAST HIGHWAY 1 9 -G VERTICAL:1" = 2' ELEVATION: 82.081' 2-1811A 2 ` APN:258- 181 -17 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 5 OF tEA401/E Stfeer S P.EPlj tCe w1'rl-t S-A I LT ' I CONSTRUCTION NOTES: l� ROOF DRAIN OR STORM INLET TO BE CONNECTED TO STORM DRAIN SYSTEM TO MWS 182 +50 182 +00 181 +50 I 181 +00 n 0 ROOF DRAIN TO DISCHARGE TO FLOW THOUGH PLANTER. SEE PLUMBING PLAN - 5 S --.S S- 5-- - ---rS 9 - s---4— — s. 0 S S s -S - —� 30 WATER QUALITY FLOW THROUGH PLANTER. SEE DETAIL SHEET 2 C/L � I I ® STORM INLET. SEE DETAIL SHEET 2 \ I I CURB OUTLET PER SDRSD D -25 \ •� © CURB UNDERORAIN PER SDRSD D -27 MODULAR WETLAND - MODEL 3- 5-2 PERMANENT BMP -NOT TO BE MODIFIED WITHOUT PERMIT DISCHARGE FROM THE MODULAR WETLAND TO BE COLLECTED AND CONVEYED PER THE ARCHITECTURAL —1 —79 _ _ AND PLUMBING DRAWINGS AND DIRECTED TO THE FlNAL DISCHARGE POINT IN THE ALLEY PER THIS SHEET SEE SHEETS 9 AND 10 ® CONCRETE DRIVEWAY 77sue -T� _ — HIGHWAY 101 I FOR PUBLIC IMPROVEMENT PLANS 9O INSTALL WATER POLISHER MODEL WP -3-6. SEE DETAIL SHEEtj ,SEE PRpFlLE SNEEt 15 d ° n BUS STOP BENCH TRASH C TAINER 10 TRASH ENCLOSURE TO COMPLY WITH STORMWATER BEST ��. MANAGEMENT PRACTICES TREE TO REMAIN -78- 11 10" PVC SD - SDR 35 ��� :� 12 12» PVC SD - SDR 35 _- 1 BOTTOM ONNECT TO ST p ° ° o ❑ ❑ p p p p ( ®BUsNES, tf2EE5 WALL NOT BB LOCATED M1HM RADIUS OF 5 FEET OF THE FDG OR $Au*LbW/bDG p000 D D DD 00 O �p0 , A3Sp143LY. (,ROUND COVEQ I ANDSL►IPE 15 ACtEP'iA$Lf 0o D D S D p po � • D pp 77.84FS . o Lam. 6 D SEE SHEET 8 FOR UTILITY PLAN. a s o 7822FS- � � O p p 77.65EX D p D o p p ❑ ❑ ❑❑ D - -- ❑❑ D D 77 + DRIVEWAY NOTE: - _ - �•'�. =`= "Y' �� ( 2 I a s=�' °� '•. a p ❑ ❑ ❑ � � ° SEE ARCHITECTURAL DRAWING FOR DRIVEWAY GRADES. Ge AGE LIMIT ,._ D ❑ 80.30FG I 80.50FG DRA1hIA� E "i 77s8FS - 78.1OFS ( SYSTEM PER i SECTION NOTE: 'lu i 3B BIORETENTION BASIN PLANTER MECHANICAL ,p >x . 4 'fv': D _ I LOT LINES TO BE REMOVED AND " ". „ "~: ° D SEE SHEET 6 FOR SECTIONS 78.10FS ❑ ° f PROJECT AREA TO BE CONSOLIDATED INT ON 1 SURFACE 6RAINAGE ° Y ❑ ROOF DRAIN in r -,.rr�_ 3 y^ -Y�>e' - ws�-rs♦ • -\ • q� -.'.r r�r,-r •,r•:�s�r«.!S' : srw .spy ' • , •' `[ - ► 1 p • • � Li y ^•. ti..v d's�,s��` -., �. iL*o'C'yi �.�'�sLt -sue Sd�w s`�n�'.=YZy� . r�i"-`3i -s s• �y�rr54"r '3$��5��.,`�. _ ► C�`\1 ■ ► x . CE"� � :.. r., n v ��'-5€ �x'� - t,'.�• „ � c.e v x- +,s ti7 s-ECV. 3t y snm r.?rx $ r �,hxvt '� � x x - �: � � � � I . Nµl s r�� -..- ::r rv..c .� - .. -i a�'i. rux; -,».n. � .sue -. Sir •k.'4i -c. '' -a z ' • <��� , — Syi <ju *�uyy ?� •I b� 34r' *.; 5 'z'�tI/ 5(fv • • - • • ► ■ • 1 \ .. �; to k �� kiS+ �� ., � -. _ _ 5; � +� w� .. - } � � �t�` ♦ • � • • c ■ ��t'� , 3 " *' 1.• :1 �•" +.' -��.6. ,s xr s��. � - `�.*: -. r � - � ♦ • I •,� r Y ,�,.', . O�•;� 1: 11 1' �f•.. 1: •Ii r •�• 1 1 �1 .t s?•. ` ��'a"sf t -„ � x",.rr:. ��� �s� - - ` � ��� �����. 1 1 1 1 1 1' ' i 1 1 ' 1 ' 1 i "9`t 7 + v ` is n vk'x'' RE 5 &3 R� _ x. • ■ /V �1� � I � � ►-,; 1 - M 1 ♦ ' f 1 1. . 1 1 1 1 \. 1 ' 1 a- •.��� �` I.pr:♦ r ici��.•5�'. � �, � ",x'. car r r ♦ ♦7 r r r r r y rvr re-- ��4• '.`"�,' I�F`? � \: �� . '11 1 1 I ' }. 3s, °., :.:�• L�rr �.:� h •1 1 1 11• 1, 1,1� 1 ,1 ,� ,i,a 1 w' 1 i. 1 1' r i. r: '01. .� ��� 1 i' 1' �1' 1 �• 1 1 h i r � • i' M �_ 1' 1' M 1 • • 1 � '� W' :i � ail �'I�l,,,�����::���`aaal� . -. . , - , 1 •« ®; ;.�. '/ 1 1 � a• M Iv ,•. , v• a• w. 1 '1 �v;� ��,�• 'f ii 1 it 1 it '1•a' 1 i' ' -a'• 1. �i 'M 1' 1 II i•il O•• 1 �� *ty .o i�`�.i ►y. IF 1 r.lr"��• �, 1_ •7' •a M'Ir i F 1 1 1 i �� ®, , �A 11 • /' 1 1 �r 1 � a M goal ................. �� v a ' ,I� - ,, �, ► 1 -� -' .............Y.......1 .. r __ O .: 1 ,,.. �. tit 1 •1•. 1 1 'i'i• 1 i. .a >. , 1 , ,_.. '..- 11 ♦ �© , M 1,. I• 11 91 - rC _ i •. 1 . ..r. i M' 1 h F 1 1 wilig 1 1 1 1' . � O 1 11 1 O _ IRS 1 , • 11 1' • AND'sAm vg 25— : E ���� O - 1. 1� 1 i 1 ri SHEET ., ,.. "PROFILE . :,. ©� -� W�P 1• i' 1 fr i 11 1 �N i1 •i' • 1 9 r 1 1 . > 71.1 71.12EX— All ► ABOVE -_ ® = I 68.001E SD EC EC RAL 71W-1 1 BE DIRECTED TO 1 • ' M• • i' ELECTRICAL POLE DRAINAGE SYSTEM. TO REMAIN�N • _ v - r 2-H —ELOH • • i ' 1 � •: 1 1 M 1 I I J - � �e Evil CAUTIONH ♦ ' , EXISTING 1 '1 1 UTILITIES AND FACILITIES SHOWN ON OBTAINED FROM RECORDS , PLANS a. civil Ban 1 11. - - _ a 1 •a D i LO CAPON 1 1 l EXISTING i 1• 1 m III UNKNOWN. SUBCONTRACTOR 1 1 LOCATIONS / EXISTING 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 UTILITIES PRIOR 1 1• WORK, AND NOTIFY ENGINEER OF 1' OF DISCREPANCIES. / / � .,:Ili`' r`....i '.ili ^�11;:iH r • 1 r i• - 15 ova ky, / - / • - • In o avl an wo s.com wAwE Cp � N oA7E SCALE: 1 = 20 CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN aY: CHECKED eY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. C'W - - S Io Z DESCRIPTION: 2.5" BRASS LOCATION: LOCATED IN DISC "LS NO. 7322.° SWAMI'S CITY PARK. TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" = 10' VERTICAL:1" = 2' PLANS PREPARED UNDER DAVID CARON SUPERVISION OF DATE: to R.C.E. NO.: 70066 EXP.: 9 -30 -16 RECOMMENDED: APPROVED: M, M ,�1�— MASIH MAHER P*/ GLENN PRUIM t o /I Z /1 b DATE DATE FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 850 SOUTH COAST HIGHWAY APN: 258 - 181 -17 IPLANNiNG CASE NO: 15 -033 DR /PMW /CDP 12509 -G MOPE flRE 5ACKFL.OW ASWLY Alan ADLAN 2-(6-17 AS- 5 t S (ycepT vmcj> l W- •L0- PARKING LOT ADJACENT TO THE RESTROOMS RECORD FROM: CITY OF ENCINITAS ELEVATION: 82.081 DATUM: NAVD88 ISHEET5AOF 15 ANEW SHEET, REPLACED SHEET 5 ns- P3UIL,. L` F-emo v6 stMe i Qv&t w (T4 6A ps -suILT 100 70 10+00 100 �oIlj : ff 70 . fl 50 1+00 COVER �.,. 1+50 SECTION: A -A HOR.: 1"=10' VERT: 1 " =10' 1+50 SECTION: SEWER LATERAL HOR.: 1"=10' VERT: 1"-10' 100 all :l 70 We —' 50 1+75 �I�I�iL�I�7 90 90 70 70 60 60 Rn mn ` 1' �y - 1,' ZVA 1 1 a r•1 1 1 1 Y G 1 1 ` 1 • �1� '' 7 1 1 � 1• "1'1 1 t 111 ! ��- 1 b Yfrow�ra�awars.- rvvr: t� .�.s�u�>/vlw.sr��weteorrra- - -�� �wnaiaw�rm�.w>�raYyl� i 3�:•tIM� 1 �• a• 1 100 �oIlj : ff 70 . fl 50 1+00 COVER �.,. 1+50 SECTION: A -A HOR.: 1"=10' VERT: 1 " =10' 1+50 SECTION: SEWER LATERAL HOR.: 1"=10' VERT: 1"-10' 100 all :l 70 We —' 50 1+75 �I�I�iL�I�7 90 90 70 70 60 60 Rn mn 2 +00 10 +00 m 50 ug 10 +50 SECTION: B -B HOR.: 1"=10' VERT: 1"=10' R r EX. RETAINING WAIL. 10 at PKV WtV 7&00±EX EX. GRADE STORM N OUTLET SEE ME ANICAL AND KII D01G PLAINS WAGE BASEMEN WALL ELEW 57.00 1+00 PROFILE: D -D HOR.: 1"=10' VERT: 1"=10' [�01 50 40 1+50 100 100 90 90 I•l��l�� [eilmo well, uu 11 +00 50 +00 - 1,' ZVA 1 1 a r•1 1 1 1 '' 7 1 1 � 1• "1'1 1 1 - II+ �.. r�:,. o., ,.a.,a,vs.cirs.,R.mrr>.,�,,,.u� i 3�:•tIM� ...1 r-1 1 a• 1 .v ••1 r•r 1 2 +00 10 +00 m 50 ug 10 +50 SECTION: B -B HOR.: 1"=10' VERT: 1"=10' R r EX. RETAINING WAIL. 10 at PKV WtV 7&00±EX EX. GRADE STORM N OUTLET SEE ME ANICAL AND KII D01G PLAINS WAGE BASEMEN WALL ELEW 57.00 1+00 PROFILE: D -D HOR.: 1"=10' VERT: 1"=10' [�01 50 40 1+50 100 100 90 90 I•l��l�� [eilmo well, uu 11 +00 50 +00 `n m 50 m 10 +50 SECTION: C -C HOR.: 1"=10' VERT: 1 " =10' R/W RETAINING IIIIIIIIII11 WALL 71.138W X STORM DRAIN OUTLET SEE MECHANICAL AND BUIU)i 0 "S FOR CONNECTION 1 +00 PROFILE: E -E HOR.: 1"=10' VERT: 1"=10' :X 70 .a 50 40 1+50 100 50 11+00 ° �'� AS - 13UILTS CIA Mandworks c No.CO711066 EXP.09 /30/1 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 �rq Civl%. PH: 760- 908 -8745 • info @civillandworks.com OFCAI� PAVE CARcQ BATE CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. E - - sTwomAw M• 1011111 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SECTIONS FOR: AS - GIALVT A" SWC (fXCAff volPE •l0t -(k LOCATION: LOCATED IN SWAMI'S CITY PARK. TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: l0 —f !fi FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA PARKING LOT ADJACENT TO THE RESTROOMS 6C3A---- 12509 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER rot GLENN PRUIM 850 SOUTH COAST HIGHWAY ELEVATION: 82.081' VERTICAL:1" = 2' LD/ l z l (6 APN: 258 - 181 -17 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP HEETW 1 Q1 NEW SHEET, REPLACED SHEET 6 ns -avl LT ZVA 1 a r•1 1 1 - II+ �.. r�:,. o., ,.a.,a,vs.cirs.,R.mrr>.,�,,,.u� i 3�:•tIM� .v ••1 r•r 1 • 1 7' `n m 50 m 10 +50 SECTION: C -C HOR.: 1"=10' VERT: 1 " =10' R/W RETAINING IIIIIIIIII11 WALL 71.138W X STORM DRAIN OUTLET SEE MECHANICAL AND BUIU)i 0 "S FOR CONNECTION 1 +00 PROFILE: E -E HOR.: 1"=10' VERT: 1"=10' :X 70 .a 50 40 1+50 100 50 11+00 ° �'� AS - 13UILTS CIA Mandworks c No.CO711066 EXP.09 /30/1 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 �rq Civl%. PH: 760- 908 -8745 • info @civillandworks.com OFCAI� PAVE CARcQ BATE CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. E - - sTwomAw M• 1011111 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: SECTIONS FOR: AS - GIALVT A" SWC (fXCAff volPE •l0t -(k LOCATION: LOCATED IN SWAMI'S CITY PARK. TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: l0 —f !fi FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA PARKING LOT ADJACENT TO THE RESTROOMS 6C3A---- 12509 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER rot GLENN PRUIM 850 SOUTH COAST HIGHWAY ELEVATION: 82.081' VERTICAL:1" = 2' LD/ l z l (6 APN: 258 - 181 -17 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP HEETW 1 Q1 NEW SHEET, REPLACED SHEET 6 ns -avl LT 182 +50 182 +00 I 1 J v 181 +50 -4, —S I r HIGHWAY 101 - - WM-4 Wm-6 rm 9 60 D Wol .11 ■ I I 1 +00 �- I I ' I I I I I I I I I I --79- - --I II I I I I i I I I - 78 — —77--�+O - P■� 7' DESCRIPTION 0 GRAVEL BAG BARRIER PER CASQA SC -6 0 INLET PROTECTION PER CASQA SC -10 ROW GENERAL SITE MANAGEMENT DESCRIPTION MATERIAL DELIVERY & STORAGE: SPILL PREVENTION AND CONTROL CONCRETE WASTE MANAGEMENT: SOLID WASTE MANAGEMENT SANITARY WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT: SYMBOL 00000 —f SYMBOL WM -1 WM -4 WM -8 WM -5 WM -9 WM -6 v WM -5 WM -9 WM -8 WM -1 ° o N of 2 2 / D I ' ❑ D I DD D O�P1 Pow LO -- I ° D ~ ❑ ❑ O�oP GCQi A SHAKER PLA I , I UPPER FF = 7850 w ❑ ❑ P�� 2 12 I 2 I GARAGE 1ST FF 68.50 ' e �w D � ❑ � r DITCH TO CARRY I I I �P RUNOFF TO A SEDIMENT GARAGE 2ND FF' = 57.00/ TRAPPING DEVICE r FYI ° p� NOTE: I I I I I f ° p = MANY DESIGNS CAN BE > FIELD FABRICATED, FABRICATED UNITS MAY I I I BE USED. CD I I I �� ��----- - - - - -- ------- 1----- -1--------------------- j - - - - -- WATER SUPPLY - ( �- r -r - - -- -, jI �' / & HOSE 8 7 /� rn CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" rFl CORRUGATED STEEL PANELS ORIGINAL ° GRADE D CI I° v D I I PER p D - v D I <I CASQA FILTER FABRIC 17 v 2 SECTION A -A NO SCALE 2 6N, p CONSTRUCTION ENTRANCE PER CASQA TC -1 150.27 S S S 2 S S -- S S - L_ S - -- S S -- S S - S S\ S S/! F / W W W W VV W - W W � W - W W W Z�W jai t�s W / W, �\A W SD SD — — SD SD �� - -- ED - -- - SD SD SD i o C EROSION CONTROL BAG ' A ALE Y O O WEIR SPACED AS NEEDED GAS GAS GAS - GAS SAS GAS GAS — ,_ GAS -- GAS GAS GAS GAS GjS GAS G S G GAS O GAS Q GAS GAS 9 GAS GAS _ 00 H �- OH� -- E OH - -- OH � a RUNOFF SPILLLLWAY OO� L� - - -�( )- - E(OH) E(OH) E(OH) E(OH)- (OH) E(OH) - �(OF E(OH) - (OH) -- E(OH) E(0 III II BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE I I / GRAVEL FILLED SANDBAGS DETAIL GRAVEL BAG STACKED TIGHTLY PLACEMENT NO SCALE PLAN VIEW ESS / NO SCALE �,� NOTE: • • o THIS EROSION CONTROL PLAN REFLECTS MINIMUM REQUIREMENTS AND DOES NOT SHOW ALL PHASES OF CONSTRUCTION. ADDITIONAL TEMPORARY EROSION AND SEDIMENT S -Li L GRAVEL SANDBAGS PER CASQA SC -6 I �' works o Z 10 0 10 20 CONTROL MEASURES SHALL BE INSTALLED AT DISCRETION OF CITY INSPECTOR. No.0070066 " E)(P.09 /30/16 sr �P 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 gTf0PC C I v i Av SCALE. SCALE : 1 -�O� 1 "= 10' t2sc -rg PH: 760-908-8745 • info@civillandworks.com DAVE CAPLON PATE CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Dvc CN J(6-E t~EV TINS 1011 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP VE EROSION CONTROL PLANS FOR: POLLSHeA LOCATION: LOCATED IN SWAMI'S CITY PARK: TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: ZrAlm Ito 6L FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 3 AS-BULt.T Au, SFICETS(EXCBpT VOIDEO � PARKING LOT ADJACENT TO THE RESTROOMS - 12509-G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM 850 SOUTH COAST HIGHWAY VERTICAL:1" = 2' ELEVATION: 82.081' 2/$ / 16 Z' 11,4 APN: 258 - 181 -17 DATUM: NAV588 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 7 OF 15 i S- BUI LT m WE 14V mill I MINE.". IN: Sam- !p WM-4 Wm-6 rm 9 60 D Wol .11 ■ I I 1 +00 �- I I ' I I I I I I I I I I --79- - --I II I I I I i I I I - 78 — —77--�+O - P■� 7' DESCRIPTION 0 GRAVEL BAG BARRIER PER CASQA SC -6 0 INLET PROTECTION PER CASQA SC -10 ROW GENERAL SITE MANAGEMENT DESCRIPTION MATERIAL DELIVERY & STORAGE: SPILL PREVENTION AND CONTROL CONCRETE WASTE MANAGEMENT: SOLID WASTE MANAGEMENT SANITARY WASTE MANAGEMENT HAZARDOUS WASTE MANAGEMENT: SYMBOL 00000 —f SYMBOL WM -1 WM -4 WM -8 WM -5 WM -9 WM -6 v WM -5 WM -9 WM -8 WM -1 ° o N of 2 2 / D I ' ❑ D I DD D O�P1 Pow LO -- I ° D ~ ❑ ❑ O�oP GCQi A SHAKER PLA I , I UPPER FF = 7850 w ❑ ❑ P�� 2 12 I 2 I GARAGE 1ST FF 68.50 ' e �w D � ❑ � r DITCH TO CARRY I I I �P RUNOFF TO A SEDIMENT GARAGE 2ND FF' = 57.00/ TRAPPING DEVICE r FYI ° p� NOTE: I I I I I f ° p = MANY DESIGNS CAN BE > FIELD FABRICATED, FABRICATED UNITS MAY I I I BE USED. CD I I I �� ��----- - - - - -- ------- 1----- -1--------------------- j - - - - -- WATER SUPPLY - ( �- r -r - - -- -, jI �' / & HOSE 8 7 /� rn CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" rFl CORRUGATED STEEL PANELS ORIGINAL ° GRADE D CI I° v D I I PER p D - v D I <I CASQA FILTER FABRIC 17 v 2 SECTION A -A NO SCALE 2 6N, p CONSTRUCTION ENTRANCE PER CASQA TC -1 150.27 S S S 2 S S -- S S - L_ S - -- S S -- S S - S S\ S S/! F / W W W W VV W - W W � W - W W W Z�W jai t�s W / W, �\A W SD SD — — SD SD �� - -- ED - -- - SD SD SD i o C EROSION CONTROL BAG ' A ALE Y O O WEIR SPACED AS NEEDED GAS GAS GAS - GAS SAS GAS GAS — ,_ GAS -- GAS GAS GAS GAS GjS GAS G S G GAS O GAS Q GAS GAS 9 GAS GAS _ 00 H �- OH� -- E OH - -- OH � a RUNOFF SPILLLLWAY OO� L� - - -�( )- - E(OH) E(OH) E(OH) E(OH)- (OH) E(OH) - �(OF E(OH) - (OH) -- E(OH) E(0 III II BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE I I / GRAVEL FILLED SANDBAGS DETAIL GRAVEL BAG STACKED TIGHTLY PLACEMENT NO SCALE PLAN VIEW ESS / NO SCALE �,� NOTE: • • o THIS EROSION CONTROL PLAN REFLECTS MINIMUM REQUIREMENTS AND DOES NOT SHOW ALL PHASES OF CONSTRUCTION. ADDITIONAL TEMPORARY EROSION AND SEDIMENT S -Li L GRAVEL SANDBAGS PER CASQA SC -6 I �' works o Z 10 0 10 20 CONTROL MEASURES SHALL BE INSTALLED AT DISCRETION OF CITY INSPECTOR. No.0070066 " E)(P.09 /30/16 sr �P 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 gTf0PC C I v i Av SCALE. SCALE : 1 -�O� 1 "= 10' t2sc -rg PH: 760-908-8745 • info@civillandworks.com DAVE CAPLON PATE CHANGE NO, DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. Dvc CN J(6-E t~EV TINS 1011 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP VE EROSION CONTROL PLANS FOR: POLLSHeA LOCATION: LOCATED IN SWAMI'S CITY PARK: TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: ZrAlm Ito 6L FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 3 AS-BULt.T Au, SFICETS(EXCBpT VOIDEO � PARKING LOT ADJACENT TO THE RESTROOMS - 12509-G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASIH MAHER GLENN PRUIM 850 SOUTH COAST HIGHWAY VERTICAL:1" = 2' ELEVATION: 82.081' 2/$ / 16 Z' 11,4 APN: 258 - 181 -17 DATUM: NAV588 DAVID CARON EXP.: 9 -30 -16 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEET 7 OF 15 i S- BUI LT m CAUTION! ! EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. — _ VV SEWER PUMP NOTE: PRIVATE SEWER EJECTOR PUMP T© A& M/+XA(MrAle- -AC BY Phovc2Tr ow416A. 182 +50 182 +00 5 - 9 SPECIAL NOTES: 1. CONTRACTOR TO PROVIDE SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY OF ENCINITAS TRAFFIC CONTROL DIVISION. - 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHTS: 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF CONNECTION. 7 ANGE v Q D I D J � al d 29 1'� W OD $III z E GARAGE LIMIT SHORING PER SHEETS 11 -14 . CATCH BASIN TO CONNECT TO SEWER PUMP i — — o`A/ 12" A.C.P. EX 12" ACP WATER F_ D HIGHWAY 101Q�> No%;%A :181 +11.06 i" WET TAP T.B. 12 SF PER WO -82 -15 <' �< i i i 181 +50 C' C --I I I `.✓ C' n D 0 1 �J 1. I WIN NOTES: 1.00 - -- 1:iE T \ -- NOTES: 21 CONSTRUCT 2" WATER LATERAL AND METER PER WAS WS -02 C' C --I I I `.✓ C' n D 0 1 �J I C' C --I I I `.✓ C' n D 0 1 T TRENCH RESURFACING PER SDG -107 I I I I I I 1 +00 I S —S — — — Z I I j II I I I I I I I I I ­4 I I I I I I I _78-- — ` I W LLI i rig I SEE ARCHITECTURAL DRAWING -- I — — — — — — — > I I I v II a+ T / I �� 1 I I , INSTALL BACK WATER DEVICE I v °'' SEE DETAIL THIS SHEET �p SEWER,-WET WELL AND PUMP ?rnm TO BE PUMPED TO PRIVATE 40' cr D v v SEWER NIAWOLE. SEE PLUMBING AND ARCHITECTURAL FLAN D 5Pi 66 FOR SEWER PIPE SYSTEM a. ° v ° _ I D I .. .' . �� � I 25 v / D \ / G�KAGE LIMIT -au BA W E N I-- — $--- - - - - -- — � - - - - =— D i D� E ENCINITAS PER CIT .' - -`i:� a r _. : -try, is .�rr,.� " -_s �D _- -� - I.AI/�RF -r '� —. __ `_ -+"ns - SANITARY / — t _ _ . 4 , _ A �. D _ _ _ _ a DISTR EJB' i m —� — i D N 5'8'13 W D 150: T g p"`F�4� 1 "PyU�(j S�I�.E��EV�>EU o 8 / S �.. S- S D D -� S --�� S D S S S D S S Q'Li "` yya'_`2T` °a'�y�- }'"�\`T6, S S NV a W a° W W v -� W N: �- W W a W W g Y' _ W ti -` W W W W -� W� - W D _ SD �D a D 6 EX 8�' D SID SD D SD a 13D p SD m PER E -4 ° D EX. 6-IN ACP PER - 6 LA l t- ( S °= v a D ' D a fX STORM AIN PER CITY OF WO - 55 -1 / D D o' v ° ENCINITAS DWG. NO. 0025 -S1 po a / a / \ GAS '4 GAS oGAS GAS a �AS�a GAS ° GAS GAS GAS D GAS GAS GAS GAS G3, D CAAS ° G S CA GAS 0 GASH ✓ at H E(OH) (OH) E(OH) E(OH) E OH} E(OH) 'OH E OH E OH E OH E OH OH E OH 0 E(CH) (- (G az-c- I I I � Ave cxia oN PAT DESCRIPTION APPROVED DATE BENCHMARK SCALE DE-PIT— SIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS 70c. 7 -s- DESCRIPTION: 2.5" BRASS DISC "LS No. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V 2 LOCATION: LOCATED IN SWAMI'S CITY PARK TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" = 10' DATE: = +%W` 1/1 ,ItA 4cf(p Ow ASSEMBLY ('Z -� PARKING LOT ADJACENT TO THE RESTROOMS "-' - u❑ D D D K U O m c 0 m 3 'w 4 Y SEE WF -04 SEE WF -04 UTILITY NOTES: 1.00 - -- 1:iE T \ -- NOTES: 21 CONSTRUCT 2" WATER LATERAL AND METER PER WAS WS -02 P w a 2 7 WATER SERVICE CROSSIN GS SHALL BE POT ® CONSTRUCT 6' SEWER LATERAL PER SDRSD SS -01 CURB 3 HOLED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF 23 INSTALL 2" BACKFLOW DEVICE PER WAS WR -01 e( -' _. I 1 ° w W , ANY DISCREPANCIES ENGINEER REQUIRED CLEARANCES. WITH 4 CONSTRUCT SANITARY SEWER MANHOLE PER WAS WR -02 Z `O v E ©5 FIRE BACK FLOW DEVICE ( "n' STYLE OR BUILDING MOUNTED) PER WAS WR -02 6' RWGV o e — 26 INSTALL INDUSTRIAL FIRE HYDRANT, TWO 4" AND ONE 2 1/2" NST OUTLETS PER WAS WF -01, WF -04 14 13 INSTALL 6" PVC FIRE LATERAL (C900 CL305) WITH TRACER WIRE PER WAS WP -01 — I I I I I I ABANDON EX. 3/4" WATER SERVICE T TRENCH RESURFACING PER SDG -107 I I I I I I 1 +00 I S —S — — — Z I I j II I I I I I I I I I ­4 I I I I I I I _78-- — ` I W LLI i rig I SEE ARCHITECTURAL DRAWING -- I — — — — — — — > I I I v II a+ T / I �� 1 I I , INSTALL BACK WATER DEVICE I v °'' SEE DETAIL THIS SHEET �p SEWER,-WET WELL AND PUMP ?rnm TO BE PUMPED TO PRIVATE 40' cr D v v SEWER NIAWOLE. SEE PLUMBING AND ARCHITECTURAL FLAN D 5Pi 66 FOR SEWER PIPE SYSTEM a. ° v ° _ I D I .. .' . �� � I 25 v / D \ / G�KAGE LIMIT -au BA W E N I-- — $--- - - - - -- — � - - - - =— D i D� E ENCINITAS PER CIT .' - -`i:� a r _. : -try, is .�rr,.� " -_s �D _- -� - I.AI/�RF -r '� —. __ `_ -+"ns - SANITARY / — t _ _ . 4 , _ A �. D _ _ _ _ a DISTR EJB' i m —� — i D N 5'8'13 W D 150: T g p"`F�4� 1 "PyU�(j S�I�.E��EV�>EU o 8 / S �.. S- S D D -� S --�� S D S S S D S S Q'Li "` yya'_`2T` °a'�y�- }'"�\`T6, S S NV a W a° W W v -� W N: �- W W a W W g Y' _ W ti -` W W W W -� W� - W D _ SD �D a D 6 EX 8�' D SID SD D SD a 13D p SD m PER E -4 ° D EX. 6-IN ACP PER - 6 LA l t- ( S °= v a D ' D a fX STORM AIN PER CITY OF WO - 55 -1 / D D o' v ° ENCINITAS DWG. NO. 0025 -S1 po a / a / \ GAS '4 GAS oGAS GAS a �AS�a GAS ° GAS GAS GAS D GAS GAS GAS GAS G3, D CAAS ° G S CA GAS 0 GASH ✓ at H E(OH) (OH) E(OH) E(OH) E OH} E(OH) 'OH E OH E OH E OH E OH OH E OH 0 E(CH) (- (G az-c- I I I � Ave cxia oN PAT DESCRIPTION APPROVED DATE BENCHMARK SCALE DE-PIT— SIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS 70c. 7 -s- DESCRIPTION: 2.5" BRASS DISC "LS No. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V 2 LOCATION: LOCATED IN SWAMI'S CITY PARK TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" = 10' DATE: = +%W` 1/1 ,ItA 4cf(p Ow ASSEMBLY ('Z -� PARKING LOT ADJACENT TO THE RESTROOMS "-' - u❑ D D D K U O m c 0 m 3 'w 4 Y *ALL FIRE GGPARTMENT CONNECTIONS SHALL 81= MOUNTED 0 36 TO 7 42 INCHES ABOVE FINSHED GRADE, rO TOP OF I CONNErTIOV FINISHED GRADE 8" NOTE: ALL PIPING SHALL BE PER U.P.C. 710.0: SCHEDULE 40 PVC OR ABS I °m PRESSURE RELIEF CAP =0 ON CLEANOUT RISER o SEWER I � z ) FLOW DIRECTION FLOW DIRECTION I I REMOVABLE UNI- DIRECTIONAL P�'C BACKWATER DEVICE AND ATTACHED PARTS FLOW FLAPPER WITH SHILL BE PER UNIFORM PLUMBING CODE (U.P.C.) ELASTOMETRIC GASKET AND APPROVED BY BUILDING DEPARTMENT BACKWATER DEVICE FOR SEWER NTS 10 0 10 20 GRAPHIC SCALE SCALE. 1 "= 10' c1V'1[andworks y� No.CO70066 • EXP.09 /30/16 ; `PT CIV1lP tq 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 gTFOFCp�WOc PH: 760 - 908 -8745 • infoCa civillandworks.com CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. UTILITY PLANS FOR: FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509 -G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 MASH MAHER GLENN PRUIM 850 SOUTH COAST HIGHWAY T AIL fmtrs (exam vo19Ep '1~ -(O -( VERTICAL:1" = 2' ELEVATION: 82.081' 2ta ! , 6 2- /9//z APN: 258 - 181 -17 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 DATE DATE — PLANNING CASE NO: SHEET 8 OF I. a SEE WF -04 SEE WF -04 Z J ¢I w a 2 7 J 8 CURB 3 \° '° 'e ° •�" 11 FINISH GRADE e( -' I 1 , Z `O v E 1 1 E o e 12 0 5 10 14 13 NOTES: -1) 15 6 REFER TO SECTION 15300 OF THE SPECIFICATIONS. 2) THE NUMBER AND SIZE OF OUTLETS SHALL BE AS SHOWN ON PLANS 3) FIRE HYDRANT FLANGE SHALL BE 150mm ± 25mm (6" t 1 ") ABOVE TOP OF .CURB OR SPLASH PAD SEE PLANS FOR ELEVATION 4) LOCATE FIRE HYDRANT AS SHOWN ON WF -04 5) INSTALL WARNING /IDENTIFICATION TAPE AS SHOWN ON WP-01 6) FIRE HYDRANT FLANGE BOLTS SHALL BE BREAK AWAY BOLTS INSTALLED WITH NUTS ON TOP OF THE FLANGE. BOLT SHAFT SHALL BE FILLED WITH SILICONE SEALANT T —� 7) CONNECTIONS TO STEEL MAINS SHALL BE IN ACCORDANCE WITH SECTION 15061 8) MATERIALS SHALL BE SELECTED FROM.THE APPROVED MATERIALS LIST LEGEND ON PLANS I M NO SIZE AND DESCRIPTION IM NO NO SIZE AND DESCRIPTION 1 150m l6 "I FIRE HYDRANT SEE 'NOTE 2 7 TRACER WIRE ACCESS PORT, 100mn (4 ") x 200mn (8 ") LONG SDR SEWER PIPE W/ CAP 2 BREAK AWAY BOLTS, SEE NOTE 6 3 1200mm x 1200mm x.150mn THICK. (4' x'4' 8 COLD JOINT STRIP 9 TRACER WIRE PER WP 01 x'6" THICK) CONCRETE SPLASH PAD 4 150m (6 ") FLANGE DI HYDRANT EXTENSIOfs 10 150nn (6 ") C -900 PVC PIPE SPOOL(S) WITH BREAK OFF GROOVES 11 200mn (8 ") GATE WELL SEE WV-01 & WV -02 (MAXIMUM OF 2 SPOOLS) 12 150mm (6 ") FLG x MJ /PD /FLG RWGV 5 150mm x 400mm (6" x 16 ") LONG RADIUS 13 150m (6 ") FLG x MJ /PO ADAPTER FLG x MJ /PO BURY ELL (IF REQUIRED). 6 CONCRETE THRUST BLOCK SEE WT -01 14 SIZE x 150m (6 ") MJ /PO /FLG x FLG TEE 15 WATER MAIN WATER AGENCIES STANDARDS 150mm (6 ") FIRE HYDRANT INSTALLATION COMMITTEE APPROVAL 1 110 112 002 DRAWING NUMBER W F -0 1 *ALL FIRE GGPARTMENT CONNECTIONS SHALL 81= MOUNTED 0 36 TO 7 42 INCHES ABOVE FINSHED GRADE, rO TOP OF I CONNErTIOV FINISHED GRADE 8" NOTE: ALL PIPING SHALL BE PER U.P.C. 710.0: SCHEDULE 40 PVC OR ABS I °m PRESSURE RELIEF CAP =0 ON CLEANOUT RISER o SEWER I � z ) FLOW DIRECTION FLOW DIRECTION I I REMOVABLE UNI- DIRECTIONAL P�'C BACKWATER DEVICE AND ATTACHED PARTS FLOW FLAPPER WITH SHILL BE PER UNIFORM PLUMBING CODE (U.P.C.) ELASTOMETRIC GASKET AND APPROVED BY BUILDING DEPARTMENT BACKWATER DEVICE FOR SEWER NTS 10 0 10 20 GRAPHIC SCALE SCALE. 1 "= 10' c1V'1[andworks y� No.CO70066 • EXP.09 /30/16 ; `PT CIV1lP tq 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 gTFOFCp�WOc PH: 760 - 908 -8745 • infoCa civillandworks.com CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. UTILITY PLANS FOR: FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509 -G RECORD FROM: CITY OF ENCINITAS R.C.E. 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-,_ - i I ___ __ I -------- --- I- ---- 4 I 4 - - - ---I-- - 71 � � ; � � - ___ --- __ - ----- - --- I ---- � � __7 -- --- ----- - - - --- - !I ----- - - __� -------- - ----- r___ ____ - - ---- - ______l --- ---- --- I I ' -11 - - - ------- ---- � - ------ __ " - T­ - --- 4 ---- � --- -- - --- -- - -- --- ---- -------- --- ---- k I - - -- ----- � __ ---I- -: - - ; i - 1, - ,L---,- � __1 ---- � -------- - - t --- -- ---- A __ - � --- -1 I I --- ---- --- -------- -------- -------- � --- I ---- -- ------ - --- ---- --- ---- r ---- -- I '' _i_ - - ____ - __4____� ____ - _1 I I --�- -i- I _� � � --- - � I � i___ - - -- - --- r l____r --- - _�� - - - � I 1- #=1 ------- ----- --- I T + --- - _��- __: :,--:----L---�-,_---:�--_::-_--� __ - - : � ---- --- I I I ___ -.,-. ___ ­ _-_ __ __�_ - 1, , _i____ - __ I __� --4- � - I � ----- ------- :- __ � - - - � I - I - --- I I I I _____l____r_ -1 ____ --t-- -- --, -- - �_ ___ - _____ __ __ :_ - i -1 i I I I - - � F --- 1-- - -- - ------ ---I � --- __ - � i I � - I ---- ­ � ---- -------- ----------- ------ - - I]--- - ---- � --�----_- - __ --- --- ___�_ 1 i ---- �___+_ __ f � - - --- ---- r --- I I , - __ I .--E ----- -------- -- ---- - ----- -- - I---- --- - --- __ --- ­_11 - __ ,- ­­_ - - : i - - 4 � - ---- -4 -------- --- ____ I - - __ __ --- - __ - - I - - __ - 4, __ I --- : -- ----- 1 4 - __ --- I ---- ---- I --- ---- � --- -------- ---- -- ------ --- ---- - - � I , --- � H _: ---- - - ---- -- --- I � --- - ___ --- --- _____ - _': ------ 7_='_'__ � Lt� t - - - � - - -I-- ': -_ - __ _� __ ---I- __� --- ---- --- I ---- � i___ ------- --- --- --- -- -- - ,I ---- � I - __1 --------- � ----- ------ 4 1 1 , ---------- ______ ____ - -- I __ __ __ I �1____" __ - --- ---- -- ---- - - i � f, : 1- !_ , - - � - ---------- __ - - i�E ------ , -------- --- - -_ - - - - - - I _'� I - - - -4-- -- -_ -_ - - I ____'_____'. ____ -- ------ - I -_ - _� - I = � ------ - � -------- : � - 4 ---� --- A -- ----- --- --- -- - -- ---- --- -------- -------- -- ----- --- ---- --- -------- ----- - t�� li _r A --- =___ I : - - - I ---- --- -- - - - I - - - - , - - - - - __ - , 4- 1 .� � ___ -:- _= --- i ----- � -- ---- - ­__ - A - I - -I-- ____ .- - ---- --- ----- -- � _! I - - - � ---- --- ---- - I I - I- _� - i 11 � ---. ­_ ---- -------- ------- � I I f I - �� i - - - 1 - j __ I - I ­-j--_-� --- --E I ------ ---------- - - __ I - ------ ------- - - , � _1 -1 -------- I- ___ __ -- I -� -- ---- --- ----- -- -# -- --- ---- --- -- -- -_ --� ------ --- --- ---- --- ----- -- -- � --------------- - :- I ----- �-- __ I I � i - t i � __ I I ------- I -------- I ---- ---- ----, --- 4 �_ J, --- -- -- -- - -- --- ____ ___ - -1 I � �__ ; I ­-- - Ljt� ---- It � i _L_ ____ - ___ I - I " __�_-_ ==�=­ - - - 4 � 4 i 11 I__---l_____________ ___ - , . --- i = ___ ' - _____ _____ - - __ - ___ - - - - J_ " - I - ,I I _� - - ----- --- � ---- ­ f - - 11 __-,_---- - ------- --- ---- - - -- - ------- - --- --- ---- � ---- ---- I __ - - - � � -------- -- � - � I ,I, I -, -------- --- ---- __ - . ­ I - ---- --- ---- -- --- -------- - =-- -10--- � 4u- - - --� --- ---- --- -- : ----- -------- i � ------ ---- ---- -- 4 ------ - ___ T � - __ - 4 __ -- k , - 4 - --- - I .- - I - f -- -------- ---- � --- _____' , __ - __ __ I 1-1 ------ --- _____ ------ 1� � F t- - - _ __1 ---- --- -------- - - _____ -- t j - __ ___ , '' _ I, ____ - -q r� I t__ __ - - 4 - � - � i - � - ____ - __ ------- t I - 11 - - - 1 - � � - - I - "I - __ - � , i __ - - - , �' _ � _'_' '' ------ - _'_._ - __ - I - ------- 11 --- __ ___ -f , t : __ _ - - _=_':-_-_o ------- --- --- ­_ - I i .1 - ---- -- ---- t___ �,. . ; -1 . ---- � I t ---- __ - I I --- __6 9: ------ I - i I I= I- - ___ ------ ------- - I - - __ - I --- I - I _r - ___ __ L - i __ - - - ----- --- - - - - -- = - __ ___ _� i �_ i- j I I - � - ' � � i - - 1 : - I ------- ---- ---- --- -------- �4__--r --- 4 1 ,- . � I , -zz I - �' --- 7I --- --------- --- -- - --- ---- --- - __ I � ; ___! I I __ - - - , __ __ - ----- I I - - - __� : - --- 4 --- ---- - --- ---- - - I - __ - __ - . � I i I I I ------- � i . -1 . --- � ---- --- -------- ---- -- -------- --- ---- --- 4 --k - - L ; 1 - - ----- ----- C) v ----- ---- I= = :_ -----C;) --- ---- --- - -E--� �+ I i- . f I � - ---- -- --- t --- �_ t i , _' �___ ____- :_- __; ---- --- i I I I - - __ - - -1-r- ;�- -� , f : � _� -i- ,-- 0 - -4m t- -, ---- --- - -- � - ----- I ---- - - I _� I I � __ i - I - I - I -I--- 14� - --- ---- -- . -1 4. 1 - -I ----- -- -------- �- --- : ------------ 1----�-- I- I . - t I I - - I - I I �� ..--- I I - ------- ----- - - - _�_ - - - - - -------- ------ � -- ---- ------ - - 1� I �. I---- i ---- -- -- ----- --- -- � gm-1 ---- --- -------- --- --- -_ ____ - - -- i - i _vZ . __4 ---- --- I ---- --- --- ---- --- -- - - � ___ __ - ­ - --- ------- ------ to I I I ___� ----- -- - ----- --- -- 04 --- ---- --- -------- I---- __l --- ---- I- I � I I I i__ ___l - _____ - ___ - I - ____ --t --- - - --- -------- ---- ---- � -------- � -- ---------- -- 1.7. 1 - __ - I -- 4- -- 1 1 � . __ - - __--t --- ­ _� --- -- -- ------------ --- -------- ---- --- ----- __ __ - � - - _____ j__ 4 M I ---- -------- ____� --- � ---- � __ 11 :-1 ------ - I -- --- --- to ______ ____ __ F_ - - I + - __ I __1 ___� ------- -- -- - - ___ -I- __ I cli I -� -- - I - --:IL� - 1 ---- -- - -- - -------- ---- - I ---- LL��- --- I __ � - - - - - __ --- - - --- ---- ------- _i= �_ _� __ -1 - - I - 11 I -� I i - - - - - - - __ - � I - __ - __1 - - - - - - __ - __' - __j� I �� - --- �_ __ ____ __ - - - - AH 4 - I- I i 11 i - I - - - - - - - - - - - - - � - - - - - _7 � _W_ ___4 - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - � I - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - I- __ - - - - � - - - - - - � - - - - t ! _ --- ' - - - - - - - - - - - - - - � - - - - i - - - - �:___ -, I - � - - - - - - - - - - - - - I - - - __� - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __ __ � - � I __ � I - � # ­___ -1 ----- - - : -i - ---- --- - - ---- - --I- - - 4- -- ---4 -- I-- - ,-- --- I i I ___ - - � - - - I- � - - -------- t___ __ 4 ---- k --- ----- ­" - ---- --- � T �, -7 --- i --------------- - ­1 I - -I - - - __ _____ - , 1 - 1- 1 - j � 1 j ___-T - __ --- ---- --- --- __ ___� -------- --- ------ - - __ - -I-- -r- --- ----- - ­ - __ � - ,-.--,-".- -------------- - -- - - _--� -�- __ ___ I - ___ __ - ______ I i - � ��_ - - - _::�: _____ --- �___ ------- --- -- - - -------- ------- --- ---- --- - --- � - , I - ------- --- - - - - I I __ - - i t __ ' --- - - ---- ---- - __ __ - - ----- --- i _� --- ---- I � ------ --- -- --- - --- I _1 �.; I -- - -- ---- --- �-- I- - I -i- - - I -- - -I ---- � __ - --- _11­1 ------- ---- --- --- ---- - :_j �l - I - - I I �� -1 I - --- - - - ­_ __ __ ____ ___ - � - - I I -1 - --- -- -------- - I - - --j --- --- I ---- L ---- --- --- ---- ----- - i - ___ I ----------------- I I - I i __ i . � - .. .1 � . - ­_ -1 --- ---- -- F ------ - ------- --- --- - . - - - � -------- ------- __ __ , , --- � - --- -- ----- � ------- --- - ____ - __ __�_ __ - ­ I i 1 -1 .... + - ---i --- ____ - - - __ I ---- I _� - - � - __ __ ___ - ----I - - - ___ ___ - �' - 1 :-f - I � _-'­�_ --I- I -1 - . - _______ - ___ ___ , - - 11 � __ --­ ­ - r __ 4- ---i- - - -4 ___: - - ___ - --- _T�_ I I - ----- ___ -------- -- - ---- I --- � - , :_ - - ­ - - __ ---- 1- : I- --­ 4 - - - --I -I- __ - - - ---- I - . -- ------- --- - - - __ � i I- - I , ---I --- , I - __ ---I --- �_ __ - - -f ---- I __ I I __ --- - -- ---- ---- �� --- I---- ___ - - I __ - � �_ - - I I - I : I � I --- i - - I ___ __ __ _'_ - __ 4 -- ------- - - T - -------------- -- ----- ---- �___ ______ - __ ___ _�__ 2- I 13 � I I - - - __ j � --- - �-- -- -1 I --- �_ - - -------- ---- - 777 7 7 tt�-�4 z I : ,I I 1 -�-- � ----- - 7 - I _r____ - - - __ - I I - - -------- - 1 4 --- - -- -t - - - I - - - - - - - -1 - - - - - - __ __ - - - - - - -r --I- __ - ___ - - - - � -1 I- - -I-- - - - - k - - - - " __ ___ � ____ - ____ , 1- - - I - - __ _F - i � - 7� +1 I - I I �_ -L- - � - - - - � , - ___ - ----- --- ------- - - , __ - .i ,- ___ ___ __ - =: ____ ___ __ __ ___� __ - _3 _T;E - - - - - � t__ - Li- -4 f ---- I _ � � - - � - - � - � ------ ------ - I - -------- -------- ----- i - - __ ___ __ - -- ------ 7( .7%, 4 - - ------- ---- -------- i - _� -- I 11 I ------- --- -- --- - -I,- - I I I I _____l ____ ___:T� -- -------- --- I ---- � --- � _ _� --- - � ---- --- -- - i '_-, 1 -� � I t I I --- - ------ -------- - I � __ I ---- ----- ----- -- ---- �____ ___ __--f _ -1 f i :t i - - I ---- .m ___T� .�___ ____ .- L_ i i i ------- ---- - - _-L 4 ___T___ __ E� ---- A - . ___ 7 --- -------- - �-- - __ � I I --- -- - __ -, ----- - I ---i- __ - - __1 -�-- I,_ I - ---I- ___ - 11 __ __ - � _� ------ - _____r - - - � 11 - - - I ---- --- ­ ,- - __ _�____ - - __ - - - ­ ­11 ---- ---- - 4 -1 -1 + -7 - - - - - - - - - - - - -� - - - - - - - 1: - ; j ! I , _____ I E I , - I - - - - - - - - - - _ ------ -- , --------- --- --- - - I - - - __F_ - - ---- --- : L -------- ---- � i - I I I I I L I =�4� __ - - __ -1 - -1 __ 007 � - ' - - -I- � � --I ---- I ---- I � __ __ t� , I - - �_ - I -'-- -- --4- _� - - - I T _____ ___� ---- -- - - - I ----- - - - � - _. - - , - - - , - I --+- -, ---- -7 ­ ------ - __ � --= - -4 1 t- - ��__T_ - I � ---- � --------- _- - I I I 11 __ ____ - - '' .1 f- 11 _� � __T' - - -- - ------ -- ___ __ � ____ - �__ ---- - ------ --- --- -------- - - - ----: --------- 1--H --- --- I --- ------ --- 4 --- A - __ - - - __� --- --- 7�� - I i � I - I :_ I --- - - ------- - � ---- ---- -- -------- �_ r- ; r - __ -k-- I ------ ----- ----- ___ - - I --- --- ----- ------ --- I - --- ------------- __ - -------- ----- 4___ __ -'- __ ,-- -f __ , __ __ - =!� ------- --- I ---- -- --- --- # __ __ - 4 1 - - -------- E --- 1 --- � � -I ___ , ____1 - --- -11 I- � -- --- �--- -- __ - __ U-1 ___ - . � ___ - _____ � ---- -- ------ Ell ---- __ -1 - - I , � , :I - - __-, - i I­ --- -------- --- 7 : --- ---- � --- -- - - ---- r - _4 - - - A � - I - 4 �� --- I- i - - - ,.It _____ �_-'__-_� 7-'z! -_7 -_�__ I _�. L �� - -', ," ---- I --- i .: 1-1 - _J_ -,- __________ - --- I 11 --- - - � __ I ' __ i__ ____ - ___ ___ I I ---- � -- ---- --- I -------- -------- -------- -------- --- --- -- ---- - I - I - L - - ------- t ----- --- -- I , + __ - ,_ i - I - - -, --- - ---I:: -------- - - - - - I i � 11 ----- -------- I -- --- -- I-- ----- - -------- -------- ------- ------ --- - -- -- - - - �_ __ --- �-- 1 " I 11 4 , , It 11 :' _j - ------- --- ---- � --- � 0_74_�_- ___ - - ----- I ---- 4 --- ---- -- -T " � I ---- -- -- I �-- _ --- � - __ __ - �_!_ - --- t -- -------- ------ - ___ - 7 - _L_ __ A��-��E- --- --- --jyT--pw-:0wF CU B­-- - --- ___�_ � y i r , - - I - I -, - I I 11 I --- �_ __ --- - - � - ___ -I-- q____ - ____� -- ------- -------- --- �� � I I : - A --L �, E .- i --- - ­_ - I , - __ - 15 77 --I- --:,-- i --I---- %RPIAIM, I 11 ,_ - I I __-_ I __ I -1 I I - , �' ­ � ---- � ---- -------- -------- -------- -- � � � I---- - i � t ------ I, __ ___ I __ - __ __ __ __ --,--- , ____ - I I - I W! 4:0F CENTERJUINE i __ I � --t --- I i +1 _­_ - ____ I ,'I,- -1-1 - i I - - - - �____L_ 77 __­ --- - - - I - - - � - - - - - - - - - - - - - - - - - _____ � _� _+ _= - - --- -- � - _- - 7 __ - � ' j - r. I - __ - ---- -- ---- _.' - - ' - - -- - - -+- I ----- --- I --- 1 4 1 - -- --- �___ __j ---- --- ---- --- ----------------- ------ �_ --i -------- ---- �-- --- : ------- --:- ___ j ---,­--I---- -- -------- --- d ---- --- I ___ - -1 __ � - ----- - - -r I 11 '�_--�: I I - I __ t - i____ , - - I i I ---- I --- �- - -,- I ____ - _'____� --- ----- - 4 - __ __ " ---- 1 ---- t-�� ---- � -, �= =- __ - --- ,,, I - I ---- -------- j ---- --- ---- --- ---- ---- -------- -- I . I = I - ,� I E I i - � - ---, ---T---- ­_ � , I - I � � - t --- ---- � ---- - ---- I - I I I I --- --- -- - - _'_ - __-: - - - ___ - I �_ -1 I - I I - i - __; -- ---- F I I � - 1- - � - I I - � � 1 1 --- -------- -- - - - - - __­ I �11 - � I I I , - , -- � I �- � --------------- --- ---- I ---- ----- -- ---- - - � - - I �-- . I- '+ - ]-- f � � i ---- T--t I � 4-- -1 � "I --- i I- ­ - -------- --- ---- I --- I ---- --- ---- --- -------- --- i ---- � --- t ------- --__ - -J-I'7---- - __HL ___ I I - - _- �� � - --- �--- � __ 7 I -1 --- j ---- �-_-- t 4' - ____l --- ---- --- -------- --- � --- � 11 - --- � --------------------- I I . - __ I - I ___ - - ____ --- ---- -­ -1 ___+ - ___ ___ - [ I I i -------- ---- --- I __ --I------ ------ - �---j ---- --- ------ - - I I - - ''I - I. i � --i ---- L ---- -------- --- -------- -------- ------- i . , I - i - I I i - ,:--I --I- --- __ - - i - - __ - j -- ----- i ---- - --j ---- --- 4 1 __ - _­ - - ---- --- I- __ ---- --- t - - -3 __ ­- - ,__ I - I � --- � __ ___r - - - I ---- I - ____ - _�_ -1 I- - - - ---I- __4 ---- - - __ __ - ___z_ - I j -�- - , __ __ --t -------- -- � ---- - - -------- -------- ___ - � - � --- - - ___ - i i i � " j I - - ---- f- _t ------ ------ - ------ - -- ­ - ---I - -- ------- __ _T : I---- - - - I 1 � i- I - ____ H_� - � ---- --- I--- ____j - ----- : -------- -------- ---- 1 ---- - - - -, ---I- -1 ___ ­ - I I _� -1 __ ____ --- __ - - I 4 - , - -!- - r---� � --J -------- ---- - - ---- --- __ - - -------- - -------- ---- ---- --- ---- --- -------- --- -- - ____ --- ____ __1 - �__ - - __ ---- --- --- ' � i - � I I � � I � - --- --- ---- --- --- ---- --- I I ---- -------- - --- ------ - --- ---- -------- I --- i ---- t - ____ __ ___ - -i- ,� , i f - - -, _� __H_ ---I,, - - --- ­ __ �__ i --- I __ I ___ --- -------- ,- I . - -1 ------- r--- - -1 - I i - � I � I ---- �___ - --- --- - I �_ I ,---I- -- ---- --- ---- --- T_ - - - '_ _F __ - - -q I k --- -------- f -------- � [ F � 4 � - ___r_ 4 ---- --- -- I I - . 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A i __ � -I ---- � ------ i ---- - - T 1 1 1 L ------- � , � T � --- I - lm$ - , - - _t I _____ � It ,­ I --- - I --- J---j --- ]=_� --- i _E_ ;� -, - I 1 j � -- ----- � __ -1 - - - - -A -- ------ - - - ___-I-_ - J �� � : 1" = 2' . - - j I ---- -- -------- r I ----------- - � - , I � I - ------ 4 t I :�F__ _+____ t +1 F LLL - - - � I I - I - A - -1 1 � &M � I A I I � - H__ - 182+50 182+00 181+50 181+00 CONSTRUCTION NOTES: e, SPECIAL NOTES: I -1 -1 )0" - I- --------- - � r-----i 1 7==- - T __ I (D LITHOCRETE SIDEWALK NTH SPECIAL FINISHES 0 1 . _____ ____ - I I [==== � I I ___ff � 1. CONTRACTOR TO PROVIDE SEPARATE TRAMC CONTROL PLANS TO BE APPRO:VED BY CITY '/ � � (�) CONCRETE SIDEWALK WITH QUARRY STONE FINISH OF ENCINITAS TRAFFIC CONTROL DIVISION. � cf) lM4ZTAi I VV JTLJ PAY rn itinAPV nPIJAUPNTAl Hf-%W'nMrl ozukinApn nrunm vinj ,)r,nw EX. STRIPING MIUNWAT I U I ___ ___E�­__ - __ _� I � - _� � 0+00 \ 182+50 DIRECTION I 182+00 / k2) HPS LAMP PER DETAIL DING. NO. 0054-SI SHEET 30 OF 78. STREET LIGHT AND , , - wl _�_ __ , - :3 1- 1� '_ s = � _'_�_ 1 1 - __ - , , ­1 I I I . � 1 �; -- __ � I - s - S----+- -c' - -------------- G - � 4 I - POST ARE PROVIDED BY THE CITY OF ENCINITAS. POWER FEED TO BE FROM SDG&E. �- a = - W� I? <1 I PROPOSED - _____ __ - F-7 __ - . _____1 I F , , - - - __ I __ __ - ____ - - \ I \1 \ I I I i i \ I (n EXISTING AC OVERLAY \ g PEDESTRIAN RAMP PER SDRSD G-27 I, _--�-'-_ ,4 i'-�' � �7 1, \ ­�� -� -s , \ I 1� ' 1 � / :: �__ - - - - - - @ INSTALL Rl-1 / Rl-3, DG SHEETING / TEL-SPAR BREAK AWAY PER SDRSD M-45 EX. STRIPING REMOVE AND REPLACE \ I I I \\\ i - �� .* I _L . ".�' '_.� _L1 _� � __� f %lum)'SL'To BICYCLE STRIPING (�_ ��__D I '_*� I � \\- AC OVERLAY _­_�_ ,� __ __ � � � �78_ E_:::::= __ ­ I- --- - I - 18*---J I OVER EX. AC __1 � - ­ . I (_� 11 1-11 I -- I— (1) MATCH EX. PAVEMENT MINIMUM SECTION. R-VALUE TESTING AND PAVEMENT SECTION TO BE CONFIRMED ___ - , 12'X50' >> � - I '__� GRIND GRIND AND OVERLAY, SEE DETAIL THIS SHEET I - __= I I OVERLAY DETAIL - 1_7____= I-, - - Lu w '�' rl') I � - 77.45EX-TC �'_� __ A PKG STRIPING- G SAIT LINE c� of STRIPING CONSTRUCTION NOTES: NTS 77.45PR-TC -.0 I __ __ __ I __ 17-7 / I I �_ I = 9 - - - - ____ - - - - - - - - - - - ____ I I (/) Q THERMO LIMIT LINE (12" WHITE) 4' OFF STAMPED CONCRETE. PAINT "STOP" 8' OFF OF LIMIT LINE / I i I - 78.44-S - . I ---- ­` I F� I I llz)� 2 - z @ THERMOPLASTIC (NOT PAINT) 12' WHITE X-WALK - (6 fn A / 78.43FS I I r-- %* T -V Ll RG\ T- oo . 6 )o 1 - _� � I C 3 � - ; I I DIRECTION I NOTES I � k2) HPS LAMP PER DETAIL DING. NO. 0054-SI SHEET 30 OF 78. STREET LIGHT AND _� _� ) - ­', ­1 I I I . � I POST ARE PROVIDED BY THE CITY OF ENCINITAS. POWER FEED TO BE FROM SDG&E. -7-7- -1, - I, I - " - ___ ��" _� - - � - I , I - . I - - -i .� T_ 1 I, I \ I 14 _1 TX W. H STREET STA: 10+00= HIGHWAY 101 STA: 180+75 0 6" TYPE G CURB AND GUTTER PER SDRSD G-2 � I , , � \I, I" 1 181+50 '� I \ I \1 \ I I I i i \ I 181+00 \ g PEDESTRIAN RAMP PER SDRSD G-27 I, _--�-'-_ ,4 i'-�' � �7 1, \ ­�� -� -s , \ I 1� ' 1 - - -­ I :: �__ - - - - - - @ INSTALL Rl-1 / Rl-3, DG SHEETING / TEL-SPAR BREAK AWAY PER SDRSD M-45 - I I , - __ � � .::� � \ I I I \\\ i - �� .* I _L . ".�' '_.� 0 INSTALL PLANTING AND IRRIGA TiON PER CITY OF ENCINITAS DWG. NO. 0054-SI � __� f %lum)'SL'To � (�_ ��__D I '_*� I @ W11-2 / W16-7P P'xpq� Ai __ __74____� 1 '__� __1 . � ­ . I 11 1-11 I -- I— (1) MATCH EX. PAVEMENT MINIMUM SECTION. R-VALUE TESTING AND PAVEMENT SECTION TO BE CONFIRMED I � - -1 I __�= I '__� 1 GRIND AND OVERLAY, SEE DETAIL THIS SHEET I - __= I I - __ - 1-1 I � -1 - - 1_7____= I-, I i I Lu w @ INSTALL CAST -IN-PLACE CONCRETE SEATINALL PER CITY OF ENCINITAS DING. NO. 0054-SI rl') I � - c - 1_'� - - - �'_� __ REMOVE STRIPING c� of STRIPING CONSTRUCTION NOTES: - , --- � -.0 I - __ ____ --179,-- __ 17-7 I �_ I = - - __ I 11 � � i I I (/) Q THERMO LIMIT LINE (12" WHITE) 4' OFF STAMPED CONCRETE. PAINT "STOP" 8' OFF OF LIMIT LINE S2 r i .. - �_ A) .1 I i I - 78.44-S - . I ---- ­` I I m: @ THERMOPLASTIC (NOT PAINT) 12' WHITE X-WALK - w 0 ui / . 19 P F5 (6 fn A i 78.45FS "� I 78.96TC : 78.43FS - - '� � 0 INSTALL STRIPING PER MUTCD. CALIFORNIA SUPPLEMENT PLANS. - I - En / - - - - T- oo . 6 )o 1 _'� 78.93TC . 3:: I SIDEWALK PATTERN LEGEND: ;� It 7 (n �? . - I 1 7 PLANTER ____ - - - �_' - 11 78.56FS\,k I i 1, I " 11 .) - - - 78- ---- - , I _� - _� I KAILUA 1.5X COLOR DOSEAGE MICRO ETCH 003 -I-- __ - , � . \ I , . . I I 1 ", - - ____ ____4______ ________`�'� - OMAHA TAN 2X COLOR DOSEAGE HEAVY SEEDED NTH 3/8- CRUSHED OYSTER SHELL -,;Ilo 0 0 j 0 [Il [Ei U LJ Li Li � -I \78.M> 8. s � 1> � il cl � El o q �']�PC7\ .4 - I., plooft- I _. %'r r �l I li�i��l��ii .. ,',',F�lfff.mf.IKEI"iLv5LALvA4LYINiLlifibinlilign-T.IllpI �11IIIIIIIIIIIIIIIIIIIIIIIIIIIIII ________.... � - I waslatipw - �w -------- - -- - - - - -- lowommicKmoldillilbilod ____ ' � "M - , im � I - ���- maffinswill plip, MR, 01 wN 3 � � 1- I . � 11 - k� . 7&13TC I I M MEN . mftz �_ _1104olow IIIIIIIIIIIIIIIII - I It, -77.57FS____ � � I _� I 0. liffi'j"y , --- - . I _-MOMENI ffin'll'. - A - - ME wqw%._ 'I4'-- ,'lks _�_ �____ ------- __ I'-- _� - - - - - 4 I I � I . �' 5I 11 � .- lw I ��Mwq 11 a - I'll, �� - . FS ii - I 1 -7 :7F-c f . 10 0 10 �� I __�� I \- REMOVE E)C DRIVEWAY U7 I W (LOY 7 77.93TC L � I I I I ,� __f� INSTALL PCC SIDEWALK .Ijzrzo\ - 61111����� � ___� I I � I - �Ti� I loo' I -_ - j?) I 1 78 J5OFS -A '__� �___ 1 -50, - i - 50,- GRAPHIC SCALE � � �_' ol CAU-nOW I 78.01FS \ 0 0 L> 7 _'l I I LL � LVARIES 22' TO 10' - I . VARIES 28' TO 40' VA IES 34.15' TO 42' - ' - VA IES 8' TO 1&82J SCALE. I"= 10" - ESS/ I � �� 0 - TREETILIGHT , -, ICN v . EX D UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN I 1> ', - � __ - S I m m �11' I �' � - ^ ,� .:I,: \ -t- _� - I EX. AC I � I I OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE I We \ \ � . I I ' : , PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING I I I ' I I , 71 I;: - UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING AS- 6U I L-rS - I , \ IT Q I _�c \vl ..... � ... 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DER SUPERVISION OF RECOMMEID: AP - STREET IMPROVEMENT PLANS FOR: LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: 19-04%w J# FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA PARKING LdT ADJACENT TO THE RESTROOMS - - 7"Zf - - RECORD FROM: CITY OF ENCINITAS d)v I/ � � - 850 SOUTH COAST HIGHWAY 12509-G VERTICAL:1" = 2' %IV R.C.E. No.: 70066 GLENN PRUIM APN: 258-181-17 0 I I ELEVATION: 82.081' 7-101 i CA - ?-/ - � -I-f4ld, I DATUM: NAVD88 I DAVID CARON EXP.: 9-30-16 � I ___1 I I DATE DATE I PLANNING CASE NO: 15-033 DR/PMW/CDP ISHEET 9 0 14 � - A�-BUIL7_ 111-=11 IIIIIIIIIIIP711 � LINE # I LE DIRECTION I NOTES a . S 5'57'40" E ii - I 1 -7 :7F-c f . 10 0 10 �� I __�� I \- REMOVE E)C DRIVEWAY U7 I W (LOY 7 77.93TC L � I I I I ,� __f� INSTALL PCC SIDEWALK .Ijzrzo\ - 61111����� � ___� I I � I - �Ti� I loo' I -_ - j?) I 1 78 J5OFS -A '__� �___ 1 -50, - i - 50,- GRAPHIC SCALE � � �_' ol CAU-nOW I 78.01FS \ 0 0 L> 7 _'l I I LL � LVARIES 22' TO 10' - I . VARIES 28' TO 40' VA IES 34.15' TO 42' - ' - VA IES 8' TO 1&82J SCALE. I"= 10" - ESS/ I � �� 0 - TREETILIGHT , -, ICN v . EX D UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN I 1> ', - � __ - S I m m �11' I �' � - ^ ,� .:I,: \ -t- _� - I EX. AC I � I I OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE I We \ \ � . I I ' : , PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING I I I ' I I , 71 I;: - UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING AS- 6U I L-rS - I , \ IT Q I _�c \vl ..... � ... 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DER SUPERVISION OF RECOMMEID: AP - STREET IMPROVEMENT PLANS FOR: LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' DATE: 19-04%w J# FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA PARKING LdT ADJACENT TO THE RESTROOMS - - 7"Zf - - RECORD FROM: CITY OF ENCINITAS d)v I/ � � - 850 SOUTH COAST HIGHWAY 12509-G VERTICAL:1" = 2' %IV R.C.E. No.: 70066 GLENN PRUIM APN: 258-181-17 0 I I ELEVATION: 82.081' 7-101 i CA - ?-/ - � -I-f4ld, I DATUM: NAVD88 I DAVID CARON EXP.: 9-30-16 � I ___1 I I DATE DATE I PLANNING CASE NO: 15-033 DR/PMW/CDP ISHEET 9 0 14 � - A�-BUIL7_ 111-=11 IIIIIIIIIIIP711 � � - - - ___._ _ - - __ - - ______ ___ - ___ ___ - - - - __ - I � I . I I .1 I I I I I I . � I I - I I � I - I . 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TC AT - -L _�_L - I - I , __ - I � __ --- -1 I - - - I -- ---- __ - __ - 11 - - ___ I ­ -11 ­ - - - ------- __ I _ -,- ,_ - - ---- ---------- - _- ::-: - ' __ ____ __ - "I __ --- __ "_ , - __ --- t ------- I , --dl ---- --- - I _____ ------- -- � � I __ - ,---- --- __ - ­_ t -- ---- - - __ ------- - - I __ I I I I ----------- ------------ ---- - .- 5 , 4 ------ - ,� - I'_ � - , � __ __ - -- --------- __ 'I R� - , � - � - , - � , t - - L - I- - - ____ --- - - - � --- -- ---- t i __ ---------------- ------------ � ---- --- I - W_ ___ __ :� I---- I- ­ - _-__- --- ------- ____ - - t ------ __ __ 4 - - _� -- ----- - ___�f J�f ---I--- i -4 - ----------- ­ - d ­ ------- - - , - -- -------------- - -, - �N� __ - ------- ____ --- r- - - __ -1�:--� - _ - ,__ ____ - __ - --- I -t- �- -7 - __ - - ______ __ - I I T__ _== - _ " - S2 - - - - - - ­--t� -7 E � 11 ­- - WCUI _' - ------ I ------ - i__ - __ - - d - ____ - I --- ---- -- ---- 11 ----- - 4-", . __ __ AQ __ ­* 1-1 --- - � - I ­ __1 __ __ - - - _____ __ - _ - - __ __ 11 __ __ , " - - __ - --- j__ __ i - - --- ---- !, - � --- I -- ------- I _____ __ ____ I � -- ----- --- ------------ r1A ------- i --- 11 ! - - - ----r -------- __ --- dl ---- --- �_ --- �_ E 3 t i ; � -------- -- ---- - - - [ __ ------- ----- - ____ ------ __ - __-, ------- � __ ___ - ­­_ t - � ----------- ------ f=T­ - -_ - � _= _- ___ ---- I ----- -- +__ _�_---- �_ __ --- --- � ---------- - ----- � ---- � __ - I � - i ------- __ __= � __ L - - --- ------ - ---- -- I __ I _c> -F- 1� -------- - � I __ - - - __ - - - - '6 - -E�d -- -- --- --------- I- ____ ___ � -. --j - - � --- + I � 4--- - -- k - ___ __ v\1 __ ___ - - __4 :--id ;� - - - - - __ - __ __ ___ �* - - K_=: _:X�_ � E� _---,I --- 4 __ __ - ____ , ____ - I - I -- -------------- - - � --- ------ - ____ - - - , ___� - ----- I --- I ----- - __ - - - ___1 __ - ___ E --d __j t - - - I 11 ------- 1 -------- __� I __ '___L ___ � � I I I 7 I - ____ T - :-+ - ___ - - - � - -a- - - ------- Ed --- - ' - � I '�.j - t4__ - __ __ --- :I ---- --- - 7 : -------- - - - -, --r --- 4- --k- -I '' : - - -, i- � - ----[--- M ­ ___ - I---- - __ ____ -7 i - __1 1- � __ � --- -------- I --- - --- I --- ---- , -t----- ------ __ - - I __ -t ---�: ------- 1---- --- - I - � ---- -- ------ I I - ----- - .__ - --,m - - ----� ­ - ---- - --t --- d ------- - - ­ - - ---- -------- i - - ____ .. � � ___ I ---- ---- I --- � --- 4-- __ -1 ------ __j I __ I I ­ -------- -- --- ---- -- __ --- - - ---- __ I-- I � �- --t � ___ ----------- : � I -1 --- ----- --- � ------------ __ - - - ==t= __ - - _____ - - ­ _ ___ --- � - ---------- -- - - -- --- --- t___� ---- ---- EK - � : - __ __ _� T I __ ___ --- I ------------ -- - t�_ - __ - --- ------ � ---- --- --- ­�4 4-- 1 -1 ­ ------- ------- [ '__ __ - -,----L-- [ ___ - - - ___j --, � 4 - I __ I ____ I - � - - ---- - , --- - - __ -11 __ - - - - - __� --- - __ t___ - ---- �__ - __ Ed -------- L j __L_____ -- ---- ---- --r --- 1 --- � - I - 1zd _X)i 5? - = - ------- - - - tv --- iev��4__ I_ � n L'i h- I - , - I --- I - - 1 ---- -- __ __ __ __ I I _d_E;1E___p_ ' - ------- --------- -- -- _____ I - __� --- - -, - --- ---- d --- t ----- - T �� ----- --- i- _� - --- ---- --- - I ---,- I -t- f-X- -�--� ___ __ i___ - - I -, - - - - IL i --- i -------- -- -- --- � --- - I - ------- 4 t I I - - - - r - - - - - - - - - - - - - - I - , - - - � - - - - - - ___ __ __ - - � -j- I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - I I � , - - --- j ------ - - __ __ - __ - - ___ - ___�___ - - --_,% - - - = I - _ �7 11 ,- __�___f6 -----I-- - � , ' - I- J, ---- - --- - ___ 41 ------------- -- 4 - -4 L___ I __ __ - - ­ __ E�14EEI;_____ 1 - '� J(e: 5 13N9 - __ I T - �529 __ --- � --- j___ ---------- -------- Mt ----- ------ - -, LLA � I - I- . ____� .___� --- ---- �_ - --- �__ � --------- ---- � , -_ ------- -1] #�� - _L7 -1-: - ------ __ Nd �Ll ---- -- -- --- � ��t ---- __ , -- ---- -------- --- I ---- � --- I- __1 __ ___ - 4 - r I , 1- -�t --- ,�­_ =1 ---- -- ___ F _'� _L_ � t IiU�A ------------ � --- ---- t = ---- --- t - I- -� -------- - - 4 ---- - - __ - ­4 ---- _______ __ 1_ _1 __ r --- --- --- Awv-l- d�-_- I -------- --- - -- �-- - M -------- ---- �uj __ ___ � I- - --- I f- I ---------- -- � - :_� ---- ------- i -, - -It, __ ___ ---i ---- F --- f- LL �_ _w - -------- ------ - __ - _1___ � - - _- - ---- � 11 A -1 ---- ---- - - t, I - - , r �___i --- ---- -------- � ---- I --- I- I _ - __ -I--- I ____ - ___ ___ - � t _ __� ---- 1_____ -� :,- � -1. ---I I I ---- - 7--it --- � -------- - -- 4- t ------- � I - - _:' : - t --4 i ---- I --- i - - -------- -------- ---- � __ ----- - ----- . - ----- I I - F--]--- -- ----- -------- --- t ---- - __ ----- : ---- ---- ----- cq __ I --- --- i_____ � ------- : -- ---- - -- --- - --- - - � --- - ------- -- -------- -------- --- ---- - - __ - - - I ---- - - I , I ­ I . __ ------ - --- --- --- I 11�_ A_-_' - __ - __ ­ ,- - - --- �- __ --- ---- -------- - ___ I - __ � ,_ - - - - - : - , __ ____ _-1-- 11 - - 1-11 ------ --- 11� � - __ - __EE HE --- dEci --- 4 ----- I - __ - -11 - __ -4- - ____ ___ I -F - ­_____ - - _­11 I— _� - __ __ - ­ ­�_ - ______ - _--i ' - - - -------- -------- - -- --- -- -- -- ------- ---- + -- -- -- _____ �_ ---- I --- - ,-I'--- _�" - - - ___ ____ - __ , __ - ___ - --- � - -- - - - I - - ---- ___ __ __ - I ___."�a;;�'__ --� --- --- ---- L-7- - ____ �� - ___ __ ___ -- - --�t--'j - ___ � --- --- - t - ___ __ - , _-_ ,- _-__ --::---I- __ � .11 I ------- -------- ------ - -------- - - ----------- ------ F _: --- I--- --E- I— - __ _-__ - __[___� ­'­ -_-A -_ ------ ---- ------- � r ' - --- __ - - - ---- -------- --- - - ___ ___ - � _�_ � ---- ------ --- : ---- ----- I— ­­­4�_ - I _" , - --- ---- __ I --- - _-.1-- -- ---- I __ ------ ___ �= _____Q) - - __ - - - -1 =1 - --- ---- I --- - __ __ ____� ---- ---- F-- t ------- , t __ - - I ____ - -, I I � __._ __1____ ___ - - - - - - -------- -------- -------- -- - ___ __ : -1 __­_ ­__ - - _ - - - - - j - - - - - - - � - - - - - - - , _____ ____ I __ - - - - I I - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I - ___ - - - - - - � - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - , , � - I I - - - -1 - - - - - - - - '_ - , � I L , � - __ - - - - - - - i - - - - - - - I 1. -i - - . 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I I � (�) PEDESTRIAN RAMP PER SDRSD G-27 i , - �' + v " C) 11 �' I I I " I - . q I ! � I' �� �x - L I ' I V) 7 ...... - k//i I I OLO I @ INSTALL R11-11 / R11-3, DG SHEETING / TEL-SPAR BREAK AWAY PER SDRSID M-45 1 , __� I _\ - lil . 4�� k .- �2_ I � 4* ,;_ F_ (b / 4 1 / I lo�q _� �� '� I' L I '� __ �'� 4 1 ­­ "�'�� fffffffff L, 0 INSTALL PLANTING AND IRRIGATION PER CITY OF ENCINITAS DWG. NO. 0054-SI I � I __� �� 77.05FS � 1�1 FS; I 0 - I t <�"' - X 7�', 1 72.73FS c' 11AIW.-- - Iq - : - -.0 :�� �' 1c: � / 11� '�� .1 . j N 8 ( @ W111-2 / W16-7P ! I" I i 1� u � 1 _��4 1 ___1 '-7 /7 X lr,z I 7�1 \Ir �// qr-,- r�y I" I '� -7 ­ � I � ZA _:::�i - MATCH EX. PAVEMENT MINIMUM SECTION. 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I /;�" r"j ­ PARKING LOT ADJACENT TO THE RESTROOMS RECORD FROM: CITY OF ENCINITAS ELEVATION: 82.081' i DATUM: NAVD88 +85 * 08 s : ��� - 0 _L ISHEET10OF 15 I � 80+07.12! �j I - 1 I kInTr. rITY nr CMMMITAIZ 4Zr'nDr nr WnPV .'� TC=,79.00 0 CURB CURVE TABLE LINE I I LENGTH DIRECTION Li 53.93 N84* 00' 48.11YE L2 13.20 N64* 01' 15.10"E L3 6.43 S34* 02� 56.11*W L4 54.06 N84* 00' 48.13NE - 15.00 I . 5RQ L6 2.78 N5* 58' 24.45rW L7 6 _T8_1 N55' 58' 24.45"W I 0 CURB CURVE TABLE LINE # LENGTH DELTA RADIUS C11 65.46 150*01'41' 25.00 C2 47.98 109*58'19* 25.00 C3 1 13.097 50*WOO* _� - 15.00 � z � 10.101k, / I I I , - : I / / / R/w / / / " 77.5 : I � I I � 11 I , I 11 I 1, 1w I / /// 7 / I � ; � � I - I /I / I I i � I I �C_L�_ I BLOW UP 1 it =1 o' As -E3uI'-T5 I . 7 1 � v WAf-. ZI WT� I FG (f�� 1?-4'.�-'(l SIDEWALK PATTERN LEGEND: S5CTION A-A STREET LIGHT ----% I PLANTER KAILUA 1.5X COLOR DOSEAGE MICRO ETCH 003 IMPROVEMENTS 76 i .51 '��// - I I H I UMA11A IAN LA LOR DOSEAGE HEM SELVED min 3/o CRUSHED OYSTER SHELL - ___ - � - li, - - - - OMAHA TAN MICRO ETCH 003 WITH SAWCUT JOINTS SEE DETAIL - f ESS/ 20 0 20 40 \10 " * C-1 I IT 0, 111111w�!Iliw� c� % A " C'1v'1[ LDandworks i No.CO70066 2 GRAPHIC SCALE * EXP.09/30/1 * SCALE. I"= 20' 1 1 0 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 4 olviv PH: 760-908-8745 e infoCa-)civillandworks.com c W. H STREET CHANGE NO. DESCRIPTION APPROVED DATE SCALE DESIGNED BY: DRAWN BY: :]Fm%uvup BY: ENGINEERING DIVISION APPROVALS - CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. -_ FN_ I FjN I AM WALL AND PL� 5RQ '7-1 6-17 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTALA" = 10' VERTICAL:1" = 2' I DER SUPERVISION OF DATE: "t 16 431I.- R.C.E. No.. 70066 , EXP,: 9-30-16 RECOMME DED A 11A ..o4A X - 1� - - MASIH MAHER GLENN Ulm 21 116 44 - 1 DATE UAIL I STREET IMPROVEMENT PLANS FOR: I FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 850 SOUTH COAST HIGHWAY APN: 258-181-17 ,PLANNING CASE NO: 15-033 DR/PMW/CDP 12509-G I A..S- GUILT AG4. SHeeTj (exccPrvoipso� 5 Ak) a-tO AOX PARKING LOT ADJACENT TO THE RESTROOMS RECORD FROM: CITY OF ENCINITAS ELEVATION: 82.081' i DATUM: NAVD88 - . . ISHEET10OF 15 I I __ Ac' - ip'!, �) I, �11 - T- CONTOURS AND CITY CITY FEATURES PER ARCH. AND CIVIL DWGS. P/L 148' -3 (EXTEND) __ -_ - -- OSF BLDG. & FOS START RAMP DOWN 6 SP. ® 8' -0 = 48' -0 7 SP. @ 8' -0 = 56' -0 I I A 1 2 3 4 5 6 88 9 10 11 12 d ' / i OSF \ (E) 77.8 I ' BLDG. N P/L 1 - - -- - 0 B /EX 66.17' -- -- TYP. " " " 1 ELEV d j OSF (E) 5" CLEAR, AUGER TO P/L 1 ACE "of SHORING (FOS) ES2 to w 60 ® BLDG. & ADJAC. BLDG. LO 59 — — — oc- - - -- - - - - -- I £• SLOPE STABILIZATION, AS REQ'D., BY OTHERS. 58 I m - - - - -- TIEBACK DESIGN GROUP, TYP.O1 START RAMP UP 7' -0 13B 14G 15P 16 — A6, DENOTES TIEBACK, SEE TABLE. 4 SP C0? 7' -7 = 30' -4 & FOS 4" P/L D D D D XTENDED) 19 20 - - - - -- - / / —1- p / 20 i / / z Ili a B /EX 57.42' % I � � I � u) ; I I ; F_ r ; w 20.2' 31- Q d Q n57 --- - - - - -- N , < 3 5-0 0 3: ui S4 E LL 56 -- I e PARKING LEVEL 2 1 ELEV j I ; a I I r 55 � --- - - - - -- ELEV I r7 I rr, Iit I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - 1 co I li C-4 I P/L AND O.S.F �\ `o I ADJACENT BLDG. I RAKER I i ® I FOOTING ELEV I vii I I 10"o RAKERS 3 0) NI I n i ,-� ; ^10 I I , 1 III I START RAMP UP 25 -0 START RAMP DOWN 5 2 - - -- - -- I II;j I I i f l III DO NOT ALLOW ANY EXCAVATION BELOW B /EX. III .i /E 54.67 WITHIN 6' OF FACE of SHORING, ALL SIDES I i i 55.92' 26 M M ' 27 MEMO N I C29 31 C I -0 I LJJ o 0 �0 � V c Z° 0 rn r. " 0® 3 O �/ / 0 0 U0 v 0 a U CD 0 L� m �W J Of a U U Z z OW = Z oU Q 0 U) \ a / Y co UIU <Z Z W X rn O W Q Z _6- 1 I, � - -_ -- = - - - - -- = - -= -- -- — / - - P/L v r� o n o 00 P/L OSF LOG. & FO P/L - — - - — - - - - — P/L � � � c'4 m ro E� S - -- S— _- s s n m i w w w w W _ (E) 72.7 I ° z w m Q U 4' -11 11 SP. ®8' -0 = 88' -0 `'- 3 SP. 8' -4 = 25' -0 4 P. @ 7' -7 = 30' -4 % \` o 0 0 PER CIVIL: I.E. = 64.53' = AT 'S', TB QT8.2'76ELOW GRADE F B B B B B B B B B B B B B B B B FIELD VERIFY LOCATION 50 49 48 47 46 45 44 43 42 _- 410 39 38 37 36 35 34 33 32 31 � �/ \ Q o 0 0 30' -4 -------------- __- 148 -3 �- o� 0 Ld J 1 SOLDIER BEAM U PLAN A S- 6VTLTS' <R - b K o �Tq7 CIVIL a ES 1 SCALE: 1/8" 1' -0 ,FOf ( NLtEOQ :D 0- F o = STRUCTURAL DESIGN OF SHORING REVIEWED AND APPROVED BY ESGIL ES 1 DAVE CARoN DA7E CORP. FOR THE CITY OF ENCINITAS AS PLANCHECK NUMBER 16 -171. DES N DRAWN BY: CHECKED BY: CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. As AS- BUILT ALL :NErrs (weer volvm) °alb 11'LO-th DESCRIPTION: 2.5' BRASS DISC 'LS NO. 7322.' PLANS PREPARED UNDER SUPERVISI ❑N RECOMMEND DI APP GRADING PLANS FOR. LOCATION: LOACTED LOT ADNASWA I'S TIRE TY PARK, O P OF CURB ON SOUTH SIDE OF HORIZONTAL: 1/8' =1' -0 [IF DATE: —S• /� FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509 —G RECORD FROM: CITY OF ENCINITAS '` NO,: 41563 MASIH MAHER GLENN PRUIM ELEVATION: 82. VERTICAL: 1/8 -1 0 21 / I/* ZIP /` APN: 258 - 181 -17 DATUM: NAVD88 R: J. DOUBLEBOWER PE EXP.: 12 -31 -15 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP ISHT. 11 OF 15 As- 3Ul P A U V CG ®t�l I G ®l' . 26 M M ' 27 MEMO N I C29 31 C I -0 I LJJ o 0 �0 � V c Z° 0 rn r. " 0® 3 O �/ / 0 0 U0 v 0 a U CD 0 L� m �W J Of a U U Z z OW = Z oU Q 0 U) \ a / Y co UIU <Z Z W X rn O W Q Z _6- 1 I, � - -_ -- = - - - - -- = - -= -- -- — / - - P/L v r� o n o 00 P/L OSF LOG. & FO P/L - — - - — - - - - — P/L � � � c'4 m ro E� S - -- S— _- s s n m i w w w w W _ (E) 72.7 I ° z w m Q U 4' -11 11 SP. ®8' -0 = 88' -0 `'- 3 SP. 8' -4 = 25' -0 4 P. @ 7' -7 = 30' -4 % \` o 0 0 PER CIVIL: I.E. = 64.53' = AT 'S', TB QT8.2'76ELOW GRADE F B B B B B B B B B B B B B B B B FIELD VERIFY LOCATION 50 49 48 47 46 45 44 43 42 _- 410 39 38 37 36 35 34 33 32 31 � �/ \ Q o 0 0 30' -4 -------------- __- 148 -3 �- o� 0 Ld J 1 SOLDIER BEAM U PLAN A S- 6VTLTS' <R - b K o �Tq7 CIVIL a ES 1 SCALE: 1/8" 1' -0 ,FOf ( NLtEOQ :D 0- F o = STRUCTURAL DESIGN OF SHORING REVIEWED AND APPROVED BY ESGIL ES 1 DAVE CARoN DA7E CORP. FOR THE CITY OF ENCINITAS AS PLANCHECK NUMBER 16 -171. DES N DRAWN BY: CHECKED BY: CHANGE NO: DESCRIPTION APPROVED DATE BENCHMARK SCALE ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. As AS- BUILT ALL :NErrs (weer volvm) °alb 11'LO-th DESCRIPTION: 2.5' BRASS DISC 'LS NO. 7322.' PLANS PREPARED UNDER SUPERVISI ❑N RECOMMEND DI APP GRADING PLANS FOR. LOCATION: LOACTED LOT ADNASWA I'S TIRE TY PARK, O P OF CURB ON SOUTH SIDE OF HORIZONTAL: 1/8' =1' -0 [IF DATE: —S• /� FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA 12509 —G RECORD FROM: CITY OF ENCINITAS '` NO,: 41563 MASIH MAHER GLENN PRUIM ELEVATION: 82. VERTICAL: 1/8 -1 0 21 / I/* ZIP /` APN: 258 - 181 -17 DATUM: NAVD88 R: J. DOUBLEBOWER PE EXP.: 12 -31 -15 DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP ISHT. 11 OF 15 As- 3Ul P A U V CHANGE NO. 80 75 70 [60 SCALE: 1/8" = l'-0 80 75 70 L:60 50 SCALE: 1/8" = l'-0 80 75 70 65 60 55 50 SCALE: 1/8" = 1' -0 I al( I I I 1 2 3 4 5 6 7 8 g 10 54' -11 11 Y63'-O y 15 16 1 7' -0 _ 17 18 30' -4 4 SP 0 7' -7 = 30' -4 M_MIJ EL 77.8' EST SCALE: 1/8" = 1' -0 Pi L 50 51 52 53 54 55 tAy 58 59 60 1 P/L 30 31 2 1/4" to 20 21 22 23 24 25 26 27 28 29 1' -4 3/8 79' -0 0 S.F. BLD 3/4" 1' -6 79'-0 (E) RET. WALL TO REMAIN 62' -3 1 /4 O.S.F. LDG. AT P 15' -2 3/4 i 6 SP. 7' -2 1 /2 +) = 43'- 1 /2 IN SERVICE UNTIL NORTH I 9 SP. ® 7' -1 = 6 ' -9 1/4 2 SP, Q 7' -7( +) 3 SP. T -1( +) = 21' -4 2 SP. ®7' -2 1/4 SHORING WALL, INCLUDING I 14' -4 1/2 � RAKERS, IS INSTALLED. i I i (E)GR. m I � I i I tI II i II I I II I I I I I I - 3 "-x1 - A I LI I A- GG-IN- G , G I . -- (E- )E-L - 7 Lj 3 "x12" LAGGING, i BAYS 80 TYP. (E)EL 7 •8' (E)EL 7.0' (E)EL 76 0' TYP. A L BAYS I 1 3'f (E)EL 75.Q' I (E)EL 741 - -- - -- - - -_ )EL 73.0' 75 (E)EL 71. _ _ _ _ _ 'It ' I - - -- - -� N - I I = - I J I I I FF 68.5' ALLEY B /EX 66. 17' � 7 00 oI = t°° °° PR PROP D 02 o BLD WALL = BLDG. ALL 67' FF 59.75 FF 58. 0 B /EXC B /EX 57.42' � B/ 6 FF 57.0' - -- - -- I I� - -- - -- - - -- - -- -- \ \ \j, �H i l l /8" 50 SCALE. 1 1-0 L L 'I1lI� l JI� J I � T SOUTH ELEVATION ES2 SCALE. 1' -0 31 32 33 34 35 36 37 30' -4 25 I I bo n 7' -71 = 31Y -4 1 I _ 3 SP. @ 8' -4 = 25' -0 m 39 40 41 42 43 44 45 46 47 48 92' -11 _. 11 SP. @ 8' -0 = 88' -0 49 50 i 4' -11 v DESCRIPTION APPROVED DATE 5 HEETs CEn ,epr vo'PEoi S n - `1 DESCRIPTION: 2.5' ] LOCATION: LOACTED THE PARKING LOT i RECORD FROM: CITY ELEVATION: 82.081' DATUM: NAVD88 e 4 NORTH ELEVATION ES2 SCALE: 1 /8" = j'_0 Ic A5 - gUILT5 z� 0 CID I — o Ln 1 0 L1J � r o V Z0 U N 0® 3 20 VJ 0 0 a Q z o¢ U Im m J Q r \\ r\ 9 77.8' V Z z Orrnn W V f-- Q �mz oU Q u 0 y- > 0 z <Z 0° U 0IQZ x 0 W W Q z a-+ cn M 6 0 01 N ^ II co c 00 m 0 3 J 0 0 0 w F— N Q � O Z 0 UI \ J UJ � m ES2 I DRAWING NO. 12509 -G HT 1E OF v - t-�",IT 3 WEST ELEVATION I_- 4 -11 oAvE taRoN PATE l ES2 SCALE: 1/8" = 1' -0 CHECKED BY. :fAS - PUBLIC WORKS DEPARTMENT N DRAWN BY: ENGINEERING DIVISON APPROVALS CITY OF ENCINI BENCHMARK SCALE ; PLANS PREPARED UNDER SUPERVISION COMMEND[- APP XD, GRADING PLANS FE:R: L BANK OF SOUTHERN CALIFORNIA 'LS N0. 7322.' S CITY PARK TOP OF CURB ON SOUTH SIDE OF HORIZONTAL: 1/8' =1' -0 ❑F DATE; � - 41563SIH %I/1./}/� FIRST NATIONA_ APN: 258 - 181 -17 -0 THE RESTROOMS VERTICAL: 1/8' =1' -0 %44a-�-- R,C,E. NO.: MAHER GLENN PRUIM TAS - - EXP.: 12- 31-.15 16116 -IfI %G �)R /Fww` /cDP R. D9t1BL.EBOWER P.E. nATCz M 6 0 01 N ^ II co c 00 m 0 3 J 0 0 0 w F— N Q � O Z 0 UI \ J UJ � m ES2 I DRAWING NO. 12509 -G HT 1E OF v - t-�",IT 1 2 3 4 5 6 7 8 9 10 11 Y63'-O 13 15 17 18 19 ° 54' -11 30' -4 4„ n �J 6' -11 6 SP. @ 8' -0 = 48' -0 7 SP. @ 8' -0 = 56' -0 7' -0 4 SP @ 7' -7 = 30' -4 1 I I I ( I I I I I ol — 0 � J N ° 3 "x12 LAGGING, ' W (E)EL 77.8 o 80 77.8' TYP. A L BAYS p I 75 PROPOSED N 0 BLDG. WALL t = I - -- I - -- I - -- I L -_- I - - -- - -- T M = o= I = 1 _ II O -° N 00 O 66.5' BF II �68.5' FF B /EXC 66.17' n r PR OSED o70 N BL WALL I N II II 04 T-' o N o � 59.75' F o n6 B /EXC 57.42' I 60 I I _ -- - - -- - - -- - -- Q 55 � o � 5 1 EAST ELEVATION W < r SCALE: 1 /8" = 1 ' -0 ES 2 SCALE: 1/8" = l'-0 o= Pi L a U 50 51 52 53 54 55 56 57 58 59 60 1 20 21 22 23 24 179'-0 26 27 28 29 30 31 P/L 1' -4 3/8 79' -0 0 S.F. BLDG. AT P1 2 1/4" to 3 SP. 7' -1( +) = 21' -4 2 SP. @ 7' -2 1/4 6 SP. 7' -2 1/2 +) = 43'- 1/2 (E) RET. WALL TO REMAIN 3/4" / / IN SERVICE UNTIL NORTH I 62' -3 1/4 O.S.F. LDG. AT P 1 -g 15' -2 3/4 14' -4 1/2 SHORING WALL, INCLUDING 9 SP. @ 7' -1 = 6 ' -9 1/4 2 SP. @ 7' -7( +) j I I I RAKERS, IS INSTALLED. 3 -- " x- - 12 z " . Q i I LAGGING, I° LL 80 (E)EL 7 8' (E)EL 7.0' TYP. A L BAYS I I I I I I 80 u ' I I ' 3 "x12 " I I I LAGGING , /ADJAC. I I G. - -- 1I - - (- E)—E-L — - 7 --- - - I - --- - I P E)GR. 77.8' TYP. A L BAYS (E)EL 76 0' u Z V (E)EL 75 75 I (E)EL 74Jo' L 3't I I I Z Ilt 75 (E)EL 71.3' ALLEY FF 68.5' W cr? _ O 70 4I II 0 co B /EX 6617 61 I w ;- -- - -- n °D PROP D o6 BLDG. ALL PR SED O = 6� I BLD .WALL 65 04 U) 59.75 EX 57.42' FF 58. ac m 60 B/E 55.92 � _ FF 57.0' B /EXC 67 — 55 - -- - -- 55 I 60 I z � VQ ! as \ \ / \\ \\ Tr Tr I I 50 II J I I I I I I I 50 11 II I U Q Z LL� SCALE: 1/8" = 1' -0 1' Z SCALE: 1/8" = -0 III II X � 0 W WLLJJ I I F— 2 SOUTH ELEVATION Q Z ES2 SCALE: 1/8" = 1' -0 to 4 NORTH ELEVATION ES 2 SCALE: 1/8'? = l'-0 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 30' -4 25' 92'-11 ( I 1-1'-8 t I I J 1 ' -8 o m in o 80 ' � 11 SP. @ 8' -0 88' -0 U-I 4 SP. @ 7' -71 = 30' -4 1 3 SP. @ 8' -4 25' -0 11 ° � m 3x12 L�GGING, d 75 E)EL 72.9 (E EL 73' TYP. ALL BAYS EEL (E)EL 7 z (E)E 71 p n w m a r es c 70 °. ° I I I I I I I I I I � I I � lil N 65 PROPOSED II II ' I ' ' ' ' ' ' to fl � ° BLDG. WALL I FF 58.25' I = = I �° co I ca I n FF 57.00' B /EXC 55.92' I ' I = I I I 60 I I I I B /EXC 54.67' — — — — — — — — — — - - -- ___— I I I I I 1 I ---- � s I I � r 50 - I I I I I I I F � a i J SCALE: 1/8" = 1' -0 ' ' I ' ' ' ' I E,e ` ' • i K AS - gulLrs gIFOt um=i 3 WEST ELEVATION ° c ES2 DAVE cA?RO�j DARE SCALE: 1/8" = 1' -0 ES2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESIGNED 1 DRAWN BY; 1 CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.. AS- GIACLT ALL StACM taXGEPTVOWED) Sil - i DESCRIPTION: 2,5' BRASS DISC 'LS NO, 7322.• PLANS PREPARED UNDER SUPERVISI ❑N RECOMMENDED; A P PyXD GRADING PLANS FOR; LOCATION; LOACTED IN SWAMI'S CITY PARK TOP OF CURB ON SOUTH SIDE OF HORIZONTAL; 1/8' =1' -0 OF DATE; - �� , FIRST NATIONAL BANK OF SOUTH ERN CALIFORNIA 12509 -G THE PARKING LOT ADJACENT TO THE RESTROOMS RECORD FROM; CITY OF ENCINITAS R.C.E. No,: 41563 MASIH MAHER GLENN PRUIM APN: 258 - 181 -17 ELEVATION; 82.081' VERTICAL; 1/8 ° =1' -0 218/!6 2 /f�/�G DATUM; NAVD88 R, DOUBLEBOWER P.E. EXP.; 12 -31 -15 DATE DATE / PLANNING CASE NO: 15 -033 DR /PMW /CDP SHT, 12 OF 15 /— �c— ���a�u CHANGE NO,I DESCRIPTION A\ AS- BUILT Au- SHEETS Ctxco 1 "0 THREADED ANCHOR STUD ASTM A325, TYP. (E) GRADE APPROVED I Dl,TE 1 1 ° I Al SOLDIER BEAM FLG. P1 3/4 "x12 "x1' -6 f'c= 4000psi REINF. GRID 3- #5x3' -0 O 12" E.W. RAKER CONNECTIONS ES 3 No SCALE SOLDIER BEAM BURN OFF SOLD. BM. AND REMOVE LAGGING IN R/W 2 ES a a BUILDING WALL Ci WELDED STUD & PLATE OVERLAP LAGGING 6" BELOW BURNOFF PT. PROVIDE BLOCKOUT IN BLDG. WALL TO ALLOW DE- TENSIONING OF TIEBACK VIA FLAME CUT. Ru TSEISALkS fo ar LlE'fCNSl0Nri PRio►L Tt3 FINAL. EUNTIL E- TENSION TIEBACK G. WALL IS COMPETENT SOIL AND SURCHARGE R STRUCT. ENGR. Z& TYP. LAGGING DETAIL EAST, SOUTH, WEST WALLS NO SCALE =3- iga,I T F.T " DESCRIPTION; 2.5' BRASS DISC 'L &, 7322,' LOCATION. LOACTED IN SWAMI'S C7f PARK, TOP OF CURB ON SOUTH SIDE THE PARKING LOT ADJACENT TO TEE RESTROOMS RECORD FROM: CITY OF ENCINITAS ELEVATION: 8,0.081' DATUM: NAVD 8 CALE: 1/8" = 1' -0 SCALE HORIZONTAL: 1/8' =1' -0 VERTICAL• 1/8' =1' -0 TOTAL TIEBACK LENGTH = Lu + Lb SOLDIER BEAM TABLE z w TIEBACK (max. in group) o- .- o �= Lij q TB Lu Lb # Tieback 150% TEST SOLDIER DESIGN H ft. ft. STR. Load (k) LOAD(kips) D Q ° BEAM #'s GROUP ft. ft. SECTION Q ° °Q � ft. ANGLE W 18x86 24" - - - - -CANT LEVER - - - - 60 -- 11.8 17.2 1 -- 11.6 13.7 W1 6x67 30" - - - - - CANT LEVER - - - 2, 3, 4, 5, 11.6 16.6 W24x68 30" - - - -" - CANT LEVER - - - 6, 7, 8 9 -- 12.3 17.4 W24x76 30" -- - - - - CANTILEVER - - - - 0 -- 13.6 18.8 W24x104 30" - - - - - CANTILEVER - - - 14.6 20.3 W24x131 30" - - - - - CANT LEVER - 11 - - -- / 12 A 15.8 2.5 W 12x58 24" Yes 7.0 150 7.5 17 2 48.2 72.3 13 32, 33, 34 150 8.5 19.5 2 54.8 82.3 35, 44 -48 B 17 3.5 W1 2x58 24" Yes 7.0 36, 37' 38 39 -43 14 58 87 28 C 18.3 4.5 W 12x58 24" Yes 7.0 150 9.5 20.5 2 29, 30 15 16 Yes 7.0 15° 11 23 2 64.1 96.2 17 -19 D 20.4 5.2 W 12x58 F24 20 21 22 55 82.4 23, 24, 25 E 19 4.5 W 12x58 24" Yes 7.0 15° 10 19.5 2 26, 27 49 F 17 3.3 W 12x58 24" Yes 7.0 15° 8.2 15.2 2 42.7 64 31 24" Yes 8.7 15° 12 15.5 2 42.8 64.2 50 -- 23.2 4.8 W 12x58 51 - 59 -- 23.2 9 W1 2x87 18" -- 3 - - - RAKER - - -- - - AS - SUILTS PAVE CA?-P�l DPTE PLANS PREPARED UND! R SUPERVISI ❑N DATE Zw -I r 41563 EXV 31 -15 ENGINEERING D�V�s1ON APPROVALS UtSIH M�R E GLENN PRUIM O LO U 0 0 Z0 U N ON 3 2O 0 Q Oa U CD 6 co w �W J a U Z 00 I= Z Q� oil XN W Q U IY ULI I'- Q oV � U) O Q Z ~ m �V Z W 0 Z r un o M � � "�� 0 00 m Q FW Q � o o u°r I Z O U) F- z L J L Q WO � (J m a ES3 'AS PUBLIC WORKS DEPARTMENT I DRAINING Nam 1 BANK OF SOUTHERN CALIFORNIA WIN-, 258 - 181 -17 CITY IV WINIT, DING P GRALANS FOR FIRST NATIONAL ) /pWr P 12509 -G 117 o Mai j Ljj I04 'It ( I 0 - CA I Z O U) F- z L J L Q WO � (J m a ES3 'AS PUBLIC WORKS DEPARTMENT I DRAINING Nam 1 BANK OF SOUTHERN CALIFORNIA WIN-, 258 - 181 -17 CITY IV WINIT, DING P GRALANS FOR FIRST NATIONAL ) /pWr P 12509 -G 117 o Mai j J L O 1 O J .� _j z D_ TIEBACK (max. (max. in group) CHECKED _ M N N O Pr) M 13.9'1 14.2" 3.9 I I DESCRIPTION; 2.5' BRASS DISC 'LS NO. 7322.' LOCATION; LOACTED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF 1 "0 THREADED ANCHOR STUD ASTM A325, 1- (E) GRADE SOLDIER BEAM FLG. 1 1 0 i i� Al 4000psi 1 RAKER CONNECTIONS ES3 NO SCALE SOLDIER BEAM a BURN OFF SOLD. BM. AND REMOVE LAGGING IN R/W I 2' ES3 TYP. LAGGING EAST, SOUTH, NO SCALE BUILDING WALL WELDED & PLA1 OVER BELO' 0 zh DETAIL WEST WALLS SCALE: 1/8" = 1' -0 As - BulLTS DAVE CA?-04 PP1E 0 o ) I 0 LL� fD V � N c go U N 0® 0 2 0 a� U)� 0 a Q z 00 U CD O Wa m U) J nf Q U a Z z w O= oU U) ` 0 Q Y � O z < - Z I " U az X � ZW W a z -~0 r D 0 0 N r II 0 OD m z 3 w m Q U O O o o � TOTAL TIEBACK LENGTH - Lu + Lb SOLDIER BEAM TABLE DATE .� _j z D_ TIEBACK (max. (max. in group) CHECKED W O CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAINING NO. I I I DESCRIPTION; 2.5' BRASS DISC 'LS NO. 7322.' LOCATION; LOACTED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF NI PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE; R.C.E. NO,; 41563 R. DOUBLEBOWER P.E, EXP.; 12 -31 -15 RECOMMEND D, APP V DI M• MASIH MAHER GLENN PRUIM DATE DATE T GRADING PLANS FOR; FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA APN: 258 - 181 -17 PLANNING CASE NO; 15 -033 DR /PMW /CDP 12509 -G SHT. 13 OF 1-5 SOLDIER DESIGN H D THE PARKING LOT ADJACENT TO THE RESTROD MS RECORD FROM; CITY OF ENCINITAS ELEVATION; 82.081' DATUM; NAVD88 Q o > A TB Lu Lb # Tieback 150% TEST BEAM #'s:: _ GROUP ft. ft. SECTION .. ,. °Q ov ft. ANGLE ft. ft. STIR. Load (k) LOAD(kips) 60 -- 11.8 17.2 W1 8x86 24" - CANTILEVER - - - - - 1 -- 11.6 13.7 W1 6x67 30" - CANTILEVER - - - 2,63,74,85, 1 1 .6 16.6 W24x68 30" -CANTILEVER - - - - - 9 -- 12.3 17.4 W24x76 30" - - - CANTILEVER - - - - - 10 -- 13.6 18.8 W24x104 30" - CANTILEVER - - - - - 11 -- 14.6 20.3 W24x131 30" - CANTILEVER - - - - - - - 12 A 15.8 2.5 W1 2x58 24" Yes 7.0 15° 7.5 17 2 48.2 72.3 13 32, 33, 34 35, 44 -48 B 17 3.5 W1 2x58 24" Yes 7.0 150 8.5 19.5 2 54.8 82.3 36, 37 38 39 -43 14 28 C 18.3 4.5 W1 2x58 24" Yes 7.0 150 9.5 20.5 2 58 87 29, 30 15 16 17 -19 D 20.4 5.2 W 12x58 24" Yes 7.0 150 11 23 2 64.1 96.2 20 21 22 23, 24, 25 E 19 4.5 W 12x58 24" Yes 7.0 15° 10 19.5 2 55 82.4 26, 27' 49 F 17 3.3 W 12x58 24" Yes 7.0 15' 8.2 15.2 2 42.7 64 31 50 -- 23.2 4.8 W 12x58 24" Yes 8.7 150 12 15.5 2 42.8 64.2 51 - 59 -- 23.2 9 W 12x87 18" -- 3 - RAKER - - - - As - BulLTS DAVE CA?-04 PP1E 0 o ) I 0 LL� fD V � N c go U N 0® 0 2 0 a� U)� 0 a Q z 00 U CD O Wa m U) J nf Q U a Z z w O= oU U) ` 0 Q Y � O z < - Z I " U az X � ZW W a z -~0 r D 0 0 N r II 0 OD m z 3 w m Q U O O o o � 11 Z 0 UI - z w J g Q g U m U) n ES3 CHANGE NCI. DESCRIPTION APPROVED DATE BENCHMARK SCALE -DESIGNED DRAWN BY; CHECKED BY; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAINING NO. I I I DESCRIPTION; 2.5' BRASS DISC 'LS NO. 7322.' LOCATION; LOACTED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF NI PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE; R.C.E. NO,; 41563 R. DOUBLEBOWER P.E, EXP.; 12 -31 -15 RECOMMEND D, APP V DI M• MASIH MAHER GLENN PRUIM DATE DATE T GRADING PLANS FOR; FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA APN: 258 - 181 -17 PLANNING CASE NO; 15 -033 DR /PMW /CDP 12509 -G SHT. 13 OF 1-5 CJ O) THE PARKING LOT ADJACENT TO THE RESTROD MS RECORD FROM; CITY OF ENCINITAS ELEVATION; 82.081' DATUM; NAVD88 I 11 Z 0 UI - z w J g Q g U m U) n ES3 CHANGE NCI. DESCRIPTION APPROVED DATE BENCHMARK SCALE -DESIGNED DRAWN BY; CHECKED BY; ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAINING NO. AS- 81All..T ALL. SHEETS (tACC?r VO%Ve6 DESCRIPTION; 2.5' BRASS DISC 'LS NO. 7322.' LOCATION; LOACTED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF HORIZONTAL; 1/8' =1'-0 VERTICAL; 1/8 " =1' -0 PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE; R.C.E. NO,; 41563 R. DOUBLEBOWER P.E, EXP.; 12 -31 -15 RECOMMEND D, APP V DI M• MASIH MAHER GLENN PRUIM DATE DATE T GRADING PLANS FOR; FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA APN: 258 - 181 -17 PLANNING CASE NO; 15 -033 DR /PMW /CDP 12509 -G SHT. 13 OF 1-5 THE PARKING LOT ADJACENT TO THE RESTROD MS RECORD FROM; CITY OF ENCINITAS ELEVATION; 82.081' DATUM; NAVD88 .. ,. SOLDIER I PER T FACE of 2 TYPICAL TIEBACK DETAIL ES4 )SCALE: none t HOLE =t BEAM SOLDIER BEAM SPACING PER PLAN I� AUGERED HOLE SEE NOTE 12 I SEE TABLE 2" MIN. BEARING ROUGH 3"x12" TREATED DOUG. FIR LAGGING U.N.O. SEE NOTES 4� SOLDIER BEAM PLAN DETAIL ES4) SCALE: NONE CHANGE NO. DESCRIPTION APPROVED DATE AS- 6UU,T ALL 3NEET5 (E cfvr vo10E67) Il-lo,v w I I EXISTING GRADE +78'\ CLEAR "r BEGIN SLOPE EXCAVATION AT 1:1.--\ = o TYPE /EXTENT OF S.I. /TEST CONTINUOUS or PERIODIC [�—P /L AND O.S.F VERIFY SIZE ONCE WELDING VISUAL ONCE ADJACENT BLDG. COMPRESSIVE STRENGTH 80 / I; 011561 7p BLDG. SLABS. ANCHOR HEAD PER NUMBER OF STRANDS SHALL NOT MOVE MORE THAN 12" DURING THE APPLICATION OF THIS LOAD, NOR MORE THAN 0.1" AT 150% TEST LOAD OPENINGS TYP. m BEARING PL. WITH TRUMPET 75 AT ALL RAKERS - -_ J_-- - - - -�- N l 2- -n / CAP-" PATE DAVE w // I COVER PLATE ON RETAINED -EARTH SIDE LIMIT OF EXCAVATION = HSS10 "0x1 2° Ld UNTIL RAKER IS PL 5/8 "x 4 "x 1' -6 / i ENGINEERING IN SERVICE. v ' 20.2' DESCRIPTION: 2,5' BRASS DISC 'LS NO. 7322.' LOACTED IN OF CURB ON SOUTH SIDE OF PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE: L- •/ CENTRALIZERS ® 6' -0 c -c APPF� ❑VF�DI GRADING PLANS FOR: HORIZONTAL: as noted 70 M �jG�,� FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA ADJACENT TO TI HE RESTROOMS TIEBACK ANGLE. SEE TABLE. GROUT STRAND BUNDLE RECORD FROM: CITY OF ENCINITAS VERTICAL: as noted R,C,E, NO,: 41563 MASYH MAHER MAX. 65 APN: 258 - 181 -17 LLJ m SEE NOTE A UNBONDEp 2 10/I6 Z 1 _4 a DATUM: a CeNGTN J, DOUBLEBOWERP.E. EXP: 12 -31 -15 _ w w m GROUT TUBE Lu g ONpLb = ) m w FULL LENGTH. �ENGTN 60 m 0 / w w J O w 0 45' / 55 0 w � NOTE A: ADD 5/8" STIFFENER PL's ABOVE & BELOW 3/16" = 1' -0 O m STRAND, STRAND SIDE OF WEB ONLY. I- WELD i14" 3 SIDES, EA. PL. w o U) UNDISTURBED SOIL SOLDIER I PER T FACE of 2 TYPICAL TIEBACK DETAIL ES4 )SCALE: none t HOLE =t BEAM SOLDIER BEAM SPACING PER PLAN I� AUGERED HOLE SEE NOTE 12 I SEE TABLE 2" MIN. BEARING ROUGH 3"x12" TREATED DOUG. FIR LAGGING U.N.O. SEE NOTES 4� SOLDIER BEAM PLAN DETAIL ES4) SCALE: NONE CHANGE NO. DESCRIPTION APPROVED DATE AS- 6UU,T ALL 3NEET5 (E cfvr vo10E67) Il-lo,v w I I EXISTING GRADE +78'\ CLEAR "r BEGIN SLOPE EXCAVATION AT 1:1.--\ = T /SLAB I` -EL. 57.0 / I UNDISTURBED SOIL 5' -0 FOR RAKER CONNECTION DETAILS, SEE (ES3 DO NOT EXCAVATE BELOW THIS ELEVATION 18 "0 AUGERED HOLE EL. 54.67' 3 � SOLDIER BEAM SECTION —NORTH FACE ES4) SCALE: 3/16" = V -0 GENERAL NOTES C 1.) SOIL PARAMETERS TO BE USED IN THE DESIGN OF THIS SHORING SYSTEM ARE AS PROVIDED IN "GEOTECHNICAL INVESTIGATION, PROPOSED OFFICE BLDG. /PARKING GARAGE, 850 COAST HWY. 101, ENCINITAS, CA by HETHERINGTON ENGINEERING, INC., CARLSBAD, CA, dated APRIL 13, 2015.. 2.) ALL JOBSITE SAFETY SHALL BE THE RESPONSIBILITY OF OTHERS. THE SHORING DESIGNER IS NOT EXPERT IN, NOR HAS BEEN RETAINED TO, OVERSEE OR PROVIDE REVIEW OF THE CONTRACTOR'S SAFETY PRECAUTIONS AS THEY RELATE TO THE INSTALLATION OF THE WORK PRESENTED HEREIN. 3.) MATERIAL SPECIFICATIONS: SOLDIER BEAMS - Grade 50, Fy =50 ksi. LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR "NO. #2; OR BETTER" STRUCTURAL TIMBER PRESSURE TREATED WITH A MINIMUM RETENTION OF PRESERVATIVE OF 0.4 PCF APPROVED FOR GROUND CONTACT, CONFORMING TO A.W.P.A. STANDARDS M1 & C2 AND STANDARD SPEC. FOR PUBLIC WORKS CONSTR. PART 204 -2 SOLDIER BEAM ENCASEMENT SHALL BE LEAN CONCRETE SLURRY CONSISTING OF A SAND /CEMENT /WATER MIXTURE WITH A MINIMUM OF 1.5 SACKS OF CEMENT PER CU. YD. ANGLES, PLATES, MISC. STEEL - ASTM A36. WELDING ELECTRODE - E70xx 4.) THE SHORING AND SUPPORT SYSTEMS DEPICTED HEREIN ARE TEMPORARY SYSTEMS WITH LIMITED STRUCTURAL LIFE. THEY ARE INTENDED ONLY TO FACILITATE THE CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURE(S) MUST BE DESIGNED TO ACCOMMODATE ALL APPLICABLE LOADS ON A PERMANENT BASIS. 5.) TRAFFIC, CONSTRUCTION EQUIPMENT, SPOILS, AND MATERIAL STORAGE SURCHARGES TO BE DETERMINED. 6.) ALL SHORING DATA ON THESE DRAWINGS ARE THE EXCLUSIVE DESIGN OF 'REGIONAL SHORING DESIGN' AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT ITS WRITTEN CONSENT. 7.) NO ATTEMPT HAS BEEN MADE AS PART OF THE DESIGN' HEREIN TO LOCATE UNDERGROUND UTILITIES OR OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF OTHERS TO SO LOCATE AND PROVIDE FOR AVOIDANCE. 8.) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS FROM THESE DRAWINGS TO THE SHORING ENGINEER. 9.) ALL INSPECTION SERVICES, AND NOTIFICATION FOR SAME, SHALL BE BY OTHERS. 10.) SPLICING OF SHORING ELEMENTS AND ALL SHORING WELDING SHALL CONFORM TO PROJECT WELDING REQUIREMENTS. 11.) THE SHORING ENGINEER IS NOT RESIDENT AT THE JOBSITE AND, THEREFORE, DECLINES TO BE DESIGNATED AS, OR PERFORM THE FUNCTIONS OF, PROJECT "COMPETENT`' PERSON ", AS DEFINED IN CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH) CONSTRUCTION SAFETY ORDERS, SECTION 1504, ARTICLE 2. 12.) VOIDS BETWEEN BACK OF LAGGING AND UNDISTURBED EARTH SHALL BE FILLED WITH SAND OR LEAN CONCRETE, AT SHORING INSTALLER'S DISCRETION. IN B /EXCAV. UNDISTURBED 1 SOIL DO NOT EXCAVATE BELOW THIS ELEVATION N EXISTING GRADE BEAM 3 "x12" TREATED DOUG. FIR LAGGING. SEE MAT'L. NOTES, FILL AROUND SOLDIER BEAMS WITH LEAN CONCRETE SLURRY (SEE NOTES) "0 AUGERED HOLE 1 CANTILEVER SOLDIER BEAM SECTION ES4 SCALE: NONE TABLE of SPECIAL INSPECTIONS o TYPE /EXTENT OF S.I. /TEST CONTINUOUS or PERIODIC [�—P /L AND O.S.F VERIFY SIZE ONCE WELDING VISUAL ONCE ADJACENT BLDG. COMPRESSIVE STRENGTH PROPOSED / I; 011561 7p BLDG. SLABS. / SHALL NOT MOVE MORE THAN 12" DURING THE APPLICATION OF THIS LOAD, NOR MORE THAN 0.1" AT 150% TEST LOAD OPENINGS TYP. / / ' EL 68.5' N AT ALL RAKERS - -_ J_-- - - - -�- N l 2- -n OfCA1.iw��4 CAP-" PATE DAVE RAKER // I LIMIT OF EXCAVATION = HSS10 "0x1 2° SCALE UNTIL RAKER IS DRAWN BY: / i ENGINEERING IN SERVICE. CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT ' 20.2' DESCRIPTION: 2,5' BRASS DISC 'LS NO. 7322.' LOACTED IN OF CURB ON SOUTH SIDE OF PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE: L- •/ O.S.F. AUGER APPF� ❑VF�DI T /SLAB I` -EL. 57.0 / I UNDISTURBED SOIL 5' -0 FOR RAKER CONNECTION DETAILS, SEE (ES3 DO NOT EXCAVATE BELOW THIS ELEVATION 18 "0 AUGERED HOLE EL. 54.67' 3 � SOLDIER BEAM SECTION —NORTH FACE ES4) SCALE: 3/16" = V -0 GENERAL NOTES C 1.) SOIL PARAMETERS TO BE USED IN THE DESIGN OF THIS SHORING SYSTEM ARE AS PROVIDED IN "GEOTECHNICAL INVESTIGATION, PROPOSED OFFICE BLDG. /PARKING GARAGE, 850 COAST HWY. 101, ENCINITAS, CA by HETHERINGTON ENGINEERING, INC., CARLSBAD, CA, dated APRIL 13, 2015.. 2.) ALL JOBSITE SAFETY SHALL BE THE RESPONSIBILITY OF OTHERS. THE SHORING DESIGNER IS NOT EXPERT IN, NOR HAS BEEN RETAINED TO, OVERSEE OR PROVIDE REVIEW OF THE CONTRACTOR'S SAFETY PRECAUTIONS AS THEY RELATE TO THE INSTALLATION OF THE WORK PRESENTED HEREIN. 3.) MATERIAL SPECIFICATIONS: SOLDIER BEAMS - Grade 50, Fy =50 ksi. LAGGING SHALL BE ROUGH SAWN DOUGLAS FIR "NO. #2; OR BETTER" STRUCTURAL TIMBER PRESSURE TREATED WITH A MINIMUM RETENTION OF PRESERVATIVE OF 0.4 PCF APPROVED FOR GROUND CONTACT, CONFORMING TO A.W.P.A. STANDARDS M1 & C2 AND STANDARD SPEC. FOR PUBLIC WORKS CONSTR. PART 204 -2 SOLDIER BEAM ENCASEMENT SHALL BE LEAN CONCRETE SLURRY CONSISTING OF A SAND /CEMENT /WATER MIXTURE WITH A MINIMUM OF 1.5 SACKS OF CEMENT PER CU. YD. ANGLES, PLATES, MISC. STEEL - ASTM A36. WELDING ELECTRODE - E70xx 4.) THE SHORING AND SUPPORT SYSTEMS DEPICTED HEREIN ARE TEMPORARY SYSTEMS WITH LIMITED STRUCTURAL LIFE. THEY ARE INTENDED ONLY TO FACILITATE THE CONSTRUCTION OF PERMANENT STRUCTURES. THEREFORE, THE NEW STRUCTURE(S) MUST BE DESIGNED TO ACCOMMODATE ALL APPLICABLE LOADS ON A PERMANENT BASIS. 5.) TRAFFIC, CONSTRUCTION EQUIPMENT, SPOILS, AND MATERIAL STORAGE SURCHARGES TO BE DETERMINED. 6.) ALL SHORING DATA ON THESE DRAWINGS ARE THE EXCLUSIVE DESIGN OF 'REGIONAL SHORING DESIGN' AND NO PART OF THESE DRAWINGS SHALL BE COPIED AND /OR USED WITHOUT ITS WRITTEN CONSENT. 7.) NO ATTEMPT HAS BEEN MADE AS PART OF THE DESIGN' HEREIN TO LOCATE UNDERGROUND UTILITIES OR OBSTRUCTIONS. IT SHALL BE THE RESPONSIBILITY OF OTHERS TO SO LOCATE AND PROVIDE FOR AVOIDANCE. 8.) THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND REPORT ANY VARIATIONS FROM THESE DRAWINGS TO THE SHORING ENGINEER. 9.) ALL INSPECTION SERVICES, AND NOTIFICATION FOR SAME, SHALL BE BY OTHERS. 10.) SPLICING OF SHORING ELEMENTS AND ALL SHORING WELDING SHALL CONFORM TO PROJECT WELDING REQUIREMENTS. 11.) THE SHORING ENGINEER IS NOT RESIDENT AT THE JOBSITE AND, THEREFORE, DECLINES TO BE DESIGNATED AS, OR PERFORM THE FUNCTIONS OF, PROJECT "COMPETENT`' PERSON ", AS DEFINED IN CALIFORNIA DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (DOSH) CONSTRUCTION SAFETY ORDERS, SECTION 1504, ARTICLE 2. 12.) VOIDS BETWEEN BACK OF LAGGING AND UNDISTURBED EARTH SHALL BE FILLED WITH SAND OR LEAN CONCRETE, AT SHORING INSTALLER'S DISCRETION. IN B /EXCAV. UNDISTURBED 1 SOIL DO NOT EXCAVATE BELOW THIS ELEVATION N EXISTING GRADE BEAM 3 "x12" TREATED DOUG. FIR LAGGING. SEE MAT'L. NOTES, FILL AROUND SOLDIER BEAMS WITH LEAN CONCRETE SLURRY (SEE NOTES) "0 AUGERED HOLE 1 CANTILEVER SOLDIER BEAM SECTION ES4 SCALE: NONE TABLE of SPECIAL INSPECTIONS COMPONENT TYPE /EXTENT OF S.I. /TEST CONTINUOUS or PERIODIC SOLDIER BEAM VERIFY SIZE ONCE WELDING VISUAL ONCE RAKER FOOTING CONCRETE COMPRESSIVE STRENGTH 4 TEST CYL. PER 8 cu.yd. A5- guIL.rs TIEBACK TESTING 13.) ALL TIEBACKS SHALL BE TESTED TO 150% OF DESIGN LOAD. THE ANCHOR, INCLUDING ELONGATION, 011561 7p SHALL NOT MOVE MORE THAN 12" DURING THE APPLICATION OF THIS LOAD, NOR MORE THAN 0.1" AT 150% TEST LOAD EVA 9-+ -d HELD FOR 15 MINUTES. l 2- -n OfCA1.iw��4 CAP-" PATE DAVE BENCHMARK SCALE DESIGNED DRAWN BY: CHECKED BYI ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT R-a DESCRIPTION: 2,5' BRASS DISC 'LS NO. 7322.' LOACTED IN OF CURB ON SOUTH SIDE OF PLANS PREPARED UNDER SUPERVISI ❑N ❑F DATE: L- •/ RECIOMMEN EDI APPF� ❑VF�DI GRADING PLANS FOR: HORIZONTAL: as noted M �jG�,� FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA ADJACENT TO TI HE RESTROOMS RECORD FROM: CITY OF ENCINITAS VERTICAL: as noted R,C,E, NO,: 41563 MASYH MAHER GLENN PRUIM APN: 258 - 181 -17 ELEVATION: 82.081' NAVD88 2 10/I6 Z 1 _4 DATUM: J, DOUBLEBOWERP.E. EXP: 12 -31 -15 _ DATE' PLANNING CASE NO: 15 -033 DR /PMW /CDP O I :fl ' o V /� I 0 Wm n � o CDCC m c Zo 0 o+ 0® 3 2 0 n VJ 0 0 v Q Oa rr�� U CD W a m r� Q Z z ryo O (- Z 0 Q U) 0 > z Q Y � Q0 <Z U VIQz x� z O W Q z 4-A r o � o N m 00 � o m Z 3 I:i 0 0 0 W w N '0 0 UI Z 0 U) \ J / F- W N m LL rn ES4 DRAWING NO. 12509 -G HT, 14 ❑F 11 _ AS- Fug I�T 941 a EX. TYPE A CURB INLET 6" PVC TO POLISHER I I I I 1 � EX. 18" RCP 67.111E / PR. DIVERSION WEIR 6" HIGH SECTION A —A EX. TYPE A CURB INLET EX. 18" RCP EX. TYPE A \ EX. 18" RCP A CURB INLET A 6" PVC L — — — PR. DIVERSION WEIR TO POLISHER SEE NOTES L B RETROFITTED EX. TYPE A CURB INLET NTS 6" PVC TO POLISHER I I I i I SECTION B —B PR. DIVERSION WEIR DIVERSION WEIR NOTES: 1. 4" MINIMUM THICKNESS REINFORCED CONCRETE WALL 2 CONCRETE SHALL BE 470 —C -2000 3. WEIR WALL TO BE GROUTED BOTH END AND WATER TIGHT 4. WEIR WALL TO BE DRILLED INTO EXISTING INLET BOTTOM 4" MIN. EMBEDMENT W/ #4 EPDXY COATED DOWELS 12" OC. SPECIAL INSPECTION REQUIRED. 1 +00 1 +25 1 +50 ❑❑ ❑❑ 0 L ❑ p cf) �- -� -� - p ° ° ° ❑ p p \�2 0a\ a ° ° ° p ° ❑ v a p p v a. D ---- - - - - -- - \ c a O O�� / W. H STREET N 3 \ o ° D EX. 18" RCP PER DWG NO. 0625 —SI ° c/) 'I = J �\ V / ( 8+50 \ 9 +00 9+ 9 MIN \ \ D STA: 1 +00.70 cf' g IE =67.02 �� Ljt+fC#L POLAH6R 6E 1 +0o r o+%vr*r Gv Ayoi w artPGg- (4 1 erHAA- o0c• lof4- 36407 OA( T STA: 1 +24.18 EX. 18" RCP PER �' 7b'1q N ' I _ STA: 1 +06.33 \ ( IE =67.11 \ / = D _gg7] DWG NO. 0025 -SI\ \ \ STA: 8+74 7y 5H STREET I ( \ IE =67.11 \ \ 73.00RIM STAN 1 +12.33 I I 2 \ \ \ IE =67.13 CONSTRUCTION NOTES: \o IE= 7.05 L— — V — — — — — — _ — — — — — l _ _ _ _ — — — 1 10 CONCRETE LUG PER SDRSD D -63 cn L — p — — — — — — — — ? — — 2Q INSTALL WATER POLISHER MODEL WP -3-6. SEE DETAIL SHEET 2 O — ❑ O MODIFY EXISTING TYPE A INLET ADDING DIVERSION PROVISIONS © pp 4 3 ❑ ❑ ❑ ❑ 6" OUTLET PIPE, Qwqrt = 0.22 CFS ❑ ° ❑ p ❑ ° ° p ° ❑ SEE DETAIL THIS SHEET m ZE E(U ❑ ❑ ° p p ® 6" PVC SDR -35 I � ' p ❑ - - - - -- R� ------------- - - - - -- — -- - - - - -- p ° °° ❑ / c� ❑ m ❑° i ESSf 10 0 10 20 q� CAUTION! ! SPECIAL NOTES: As- su 1 L-T S ol l'v'l andworks zz EXISTING UNDERGROUND UTILITIES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN W — m OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE 1. CONTRACTOR TO PROVIDE .SEPARATE TRAFFIC CONTROL PLANS TO BE APPROVED BY CITY No.0070066 �" PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING OF ENCINITAS TRAFFIC CONTROL DIVISION. GRAPHIC SCALE * EXP.09 /30/18 ' UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING SCALE: 1 "= 10' 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 r�q�CA"FP UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. _ 12 —b- IVL -�PH: 760 - 908 -8745 • infoQacivillandworks.com �avg cARo►► DAT€ CHANGE N0. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK SCALE N ENGINEERING DIVISION APP V S CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ° Rr - 17 DESCRIPTION: 2.5" BRASS DISC "LS NO. 7322." PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPRQ DRAINAGE IMPROVEMENT PLANS FOR: AS -80UT -80U Aw . sNCE 5 C vol"P /L -11 LOCATION: LOCATED IN SWAMI'S CITY PARK, TOP OF CURB ON SOUTH SIDE OF THE HORIZONTAL:1" = 10' DATE: FIRST NATIONAL BANK OF SOUTHERN CALIFORNIA PARKING LOT ADJACENT TO THE RESTROOMS 12509-G RECORD FROM: CITY OF ENCINITAS R.C.E. NO.: 70066 850 SOUTH COAST HIGHWAY ELEVATION: 82.081' VERTICAL:1" = 2' SCC ApovC- LCEFT % APN:258- 181 -17 DATUM: NAVD88 DAVID CARON EXP.: 9 -30 -16 y /�'� " DATE DATE PLANNING CASE NO: 15 -033 DR /PMW /CDP SHEETI50F 15