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2021-17922 G (Plans)THE DG PATH (WEST SIDE OF N VULCAN AVENUE) SHALL BE ADA COMPLIANT WITH A MINIMUM WIDTH OF 4'-0". A CONSTRUCTION CHANGE SHALL BE SUBMITTED, REVIEWED, APPROVED AND CONSTRUCTED PRIOR TO FINAL ENGINEERING CERTIFICATION RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS OWNER APPLICANT 5 PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT QSP JEFF BREBNER (QSP #25494) AT 858-603-4388 CONSTRUCTION ACTIVITIES 24 HOURS A DAY. VULCAN ENCINITAS, LLC STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW CONCRETE WASHOUT 5120 SHOREHAM PLACE, SUITE 150 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE WHERE HIS/HER PROPERTY LINE IS. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN SAN DIEGO, CA. 92122 Q RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE 858-535-1475 DRAINAGE NOTE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A � CONTROL MEASURES WHEN RAIN IS IMMINENT. SIGN DESIGNATING THE WASHOUT LOCATION. 1 A AVENUE NO AWAYOFROMTRATED DRAINAGE FLOWS ARE STRUCTURES FOR A MINIMUM OFR5IFEEDT OVER PERCENTTANDOBERTY LINES. CONVEYED NTOTER AN IS TO APPROVEDDRAIN 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE SITE ADDRESS �A COS CONSTRUCTION SITE ACCESS DRAINAGE FACILITY. ENGINEERING INSPECTOR. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO 1967 VULCAN AVENUE 101 Q 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK ENCINITAS, CA. 92109 p SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. AND/OR CORRUGATED STEEL PANELS/PLATES. APN 216-052-01-00 UTILITY NOTE W 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CONSTRUCTION VEHICLES ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. CITY ARSIEEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION LEGAL DESCRIPTION SITE `" VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL ALL THAT PORTION OF EATONVILLE, IN THE COUNTY z A �EIVUE GENERAL NOTES 6 THE O TRACTOR SHALL BE RESPASS ONTO AREAS RESTHAPONSIBLE E UNSAFE HALL TAKE ARE POTENTIALLY NECESSARY PRECAUTIONSUNSAFE. TO PREVENT BE MADE OFF -SITE. OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO pREW 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBEROSION CONTROL MAP THEREOF NO. 513, FILED IN THE OFFICE OF THE < AN PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL COUNTY RECORDER OF SAN DIEGO COUNTY MARCH r THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL HEREON. BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL 20, 1888, AND THE NORTH HALF OF THE SOUTHEAST BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. QUARTER OF THE SOUTHWEST QUARTER OF SECTION z 2. THE SOILS REPORT TITLED "GEOTECHNICAL INVESTIGATION 1967 NORTH VULCAN AVE" PREPARED BY CONCLUSION OF EACH WORK DAY. THIRTY-THREE (33), TOWNSHIP TWELVE (12) SOUTH, NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. D GEOCON INC. DATED 4-16-2020, AND UPDATE DATED 4-16-2020, PROJECT# G2510-42-01 AND 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY RANGE FOUR (4) WEST, SAN BERNARDINO BASE AND < "RESPONSE TO COMMENTS" PREPARED BY GEOTEK, INC., DATED 7-13-2022, PINcT1 3763, SHALL BE WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF VICINITY MAP CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CALIFORNIA, ACCORDING TO UNITED STATES THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. CONTROL MEASURES. GOVERNMENT SURVEY NOT TO SCALE 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR STORMWATER POLLUTION CONTROL POST CONSTRUCTION REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. BMP/IMP NOTES SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. OWNERS CERTIFICATE 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. CONDITION EXISTING PRIOR TO GRADING. INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND LAND SURVEYOR. RECORD OF SURVEY SHALL BE FILED WITH THE COUNTY PRIOR TO RELEASE OF MODIFIED WITHOUT A PERMIT FROM THE CITY. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR SECURITIES AND/OR BUILDING OCCUPANCY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO COMPLETE. INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC STANDARDS, LAWS AND REGULATIONS. TURF LANDSCAPED AREAS. ON -SITE CONSTRUCTION MATERIAL STORAGE EASEMENTS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. Richard DN" Richa,db m'me1'o-W,r,,,�,o, OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR email=,i�ha,dl@-,..,.�.mpa�;es.om, THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE Lemmel Dae 2022-1309.03:41-07.00' 9/13/22 SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING SIGNATURE: DATE: 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM RICHARD L. LEMMEL ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, ADEQUATE IMP/BMP. CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED FOR: VULCAN ENCINITAS, LLC GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. PERMIT FROM THE CITY. AROUND THE PERIMETER AT ALL TIMES. 10. PRIOR TO HAULING DIRT OR THIS PROJECT THE DEVELOPER SHALLCSUOBMI'T TO RIALS AND REOANY PROPOSED CEIVE APPROVAL FROMTTHETION SITE CIITY ENGINEER( FOR 7. THE INSTALLATION ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT TRAINING OWNER'S STATEMENT THIS PLAN BE REVISED D OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED COMPLY WITH STORM WATER BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT STATING: "THE GRADING UNDER PERMIT NO: LDEV-017922-2021 HAS BEEN PERFORMED IN SUBSTANTIAL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF RESPONSIBILITIES. WITH THE COMMENCEMENT OF GRADING ACTIVITIES , AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND WASTE MANAGEMENT FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH CERTIFIES SUCH GRADING OPERATION. OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM THE CITY OF ENCINITAS WHEN RECEIVED. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE GRADING PLAN NO. LDEV-017922-2021-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001. SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM UNDER HIS SUPERVISION AND FREQUSAN DIEGUITO WATER DISTRICT NOTES: SHALLLEBELY FOR PLACCEDLWIITHINDUMPSTER LIDS STRUCTURES WITHALL REMAIN CLOSED IMPERVIOUS ROOFINGAORALL TIMES. COVERED WITHMTARPSSIN (THOUT ORDER TO THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. WDID# 551816-----__ AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN Richard oN"'"R9h�d°Ly.,,hha1,-Wamme.=,o. ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO ema-d„a,d@WefinefSCOmPa1Q$COm _ 9/13/22 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS Lemmel °-°S PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND - Oaie: 2022.09.1316:01 :29 -oroo MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION --------------------- -------- CONTROL MEASURES HAVE BEEN INSTALLED. UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. SIGNATURE DATE 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND VULCAN ENCINITAS, LLC---_ LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES COMPANY DISTRICT EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM AROUND THE SITE. . OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS ON PERVIOUS SURFACES. STATEMENT OF ENGINEER OF WORK AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. CONSTRUCTION SITE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR AND ELECTRIC VAULTS. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 2770. ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE NOTIFICATIONS DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN THE DISPOSAL OF ANY SUCH MATERIAL. CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR 9• ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE PARCEL AREA: LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OF THE WORK PERFORMED BY THE ENGINEER. TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION EXIST. = 87,203 S.F. OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:--��i�' 101 712022 SIGNATURE: CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF PROPOSED (AFTER R/W DEDICATION) - 85,358 S.F. APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE A. SEWERS - LWD 760-753-0155 _,_., ,,. _.., ,.. DATE: PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. B. GAS & ELECTRIC - SDGE - (760)-438-6200 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED FIRE DEPARTMENT NOTES: C. WATER - SAN DIEGUITO WATER DISTRICT-1-800-227-2600 SB&O, INC. GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT D. TELEPHONE - SBC BELL - (760)-489-3411 3990 RUFFIN ROAD, SUITE 120 GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECTS SITE ALL OF THE E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 SAN DIEGO, CA. 92123 OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 858-560-1141 DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING THIS PROJECT. PHONE: (760)-633-2770. PE EXPIRES 6-30-2023 DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR DEPARTMENT OR AGENCY. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. PALEONTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SHEET INDEX ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR 2. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES WEATHER SURFACE FOR EMERGENCY VEHICLES. SOILS ENGINEER CERTIFICATE SHEET NO. DESCRIPTION BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. I, EDWIN R. CUNNINGHAM, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING 1 TITLE SHEET QROFESS/ON�< 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND 3. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND BUSINESS IN THE FIELD OF APPLIED SOIL THE SOILS CONDITIONS PREVALENT WITHIN THIS SITE WAS ACCEPTED OR MADE BY ME OR UNDER MY MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF <v� ON THE PROJECT SITE DURING CONSTRUCTION ACTIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, APPLICABLE WATER DISTRICT. 2-3 KEY MAP, NOTES, DETAILS �� R. S9 F2 O OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY F 3 TYPICAL SECTIONS 000RONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR 4. BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN RADIUS OF 5' OF THE FDC OR DIRECTION IN REPORT, "GEOTECHNICAL INVESTIGATION 1967 NORTH VULCAN AVENUE", PREPARED BY GEOCON "' cv 2 Z ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE. INC., DATED APRIL 16, 2020, AND LETTER, "CHANGE OF GEOTECHNICAL CONSULTANT", PREPARED BY 4-7 HORIZONTAL CONTROL PLANS w a No.44171 m GEOTEK, INC., DATED SEPTEMBER 7, 2022, PIN3763-SD. ONE COMPLETE COPY OF THE SOILS REPORT 8-11 GRADING PLANS CC PLANNING ENGINEERING SURVEYING QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO 5. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48" IN HEIGHT. CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE 12-13 STORM DRAIN PROFILES s� 0/ V I �P 3990 Ruffin Road, Suite 120 ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE 14 BMP/HMP PLAN pL�F� San Diego, Ca. 92123 OF- C OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA GRADING PLANS AND SPECIFICATION�r 858-560-1141 858-560-8157 OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED 1518 BMP DETAILS/TANK DETAILS ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT f! / Q�OFESS/pNq< -FaX 19 RETAINING WALL PROFILES COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD ��'�- - � R• OUNNi F SIGNED: �� ti STORM WATER TREATENT STATUS DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER ---------------------< ----------- h �� y c, 20-21 EROSION CONTROL PLANS AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL EDWIN R. CUNNINGHAM RCE NO.: 81687 � 0 a � m 22-23 STRUCTURAL WALL PLANS CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD EXP. DATE: 3-31-2024 d m MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE ------------------------------- Exp. 3-31-24 * PRIORITY PROJECT DISCOVERED, THE REMAINS SHALL BE KEPT INSITU ("IN PLACE"), OR IN A SECURE LOCATION IN CLOSE JOB #: 3763-3763. _ qD D-- -_ .---------------------- k j, No.81687 �P PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR 9 ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. SIGNED: � = --------------------- OF CAL�FO F TYPE OF TREATMENT: BIOFILRATION BASINS ._ �NGINEER�NG LIMITED ACCESS: NO EARTHWORK DATA ---------- CHRISTOPHER D. LIVESEY CEG No.: 2733 \moo c1 MAINTENANCE RESPONSIBILITY: OWNER STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H 1 VChristopher� MAXIMUM VERTICAL DEPTH OF CUT = 4 FEET 0 EXP. DATE: 5 _31=2023 � Livesey 0 ---------------------- � 0 MAINTENANCE COVENANT REC. ON Uj MAXIMUM VERTICAL DEPTH OF FILL = 8 FEET JOB #• _3763_-_S_D_________________________-- v 2733 AVERAGE DEPTH OF CUT = 1.7 FEET AS DOC. #: AVERAGE DEPTH OF FILL = 2.3 FEET COMPANY: GEOTEK, INC. k9 CUT = 2,910 C.Y. FILL = 3,694 C.Y. ADDRESS: 1384 POINSETTIA AVENUE SUITE A, VISTA, CA. 92081 OF CA��FO� IMPORT = 784 C.Y. PHONE: 760 599-0509 REMEDIAL = 4,803 C.Y. (3' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS) PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT DISTURBED AREA = 2.08 ACRES IMPERVIOUS AREA DICi�� KT SDWD W20-020 IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 20,480 SQ FT IMPERVIOUS AREA AFTER CONSTRUCTION: 54,335 SQ FT 10/12/2022 10/13/2022 Steven �Celly Caffrey 10�12�2022 INCREASE IN IMPERVIOUS AREA: 33,855 SQ FTDAAnna Cofamussl 10/13/2022 Bob Keeley IMPERVIOUS AREA REPLACED: 6,600 SQ FT 811 SI N DATE SIGN DATE s"10_ 13-22 DATE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNE B4 I DRAWN BY. CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J.K. K.C./T.P. I P.R.S. DESCRIPTION: SET 2.5" CITY OF ENCINITAS INT. DATE PLANS PREPARED UNDER SUPERVISION OF C NDED: APPROVED: GRADING PLANS FOR: BRASS DISC INO DRAINAGE BOX INLET. 1967 N. VULCAN AVENUE ~ ENCINITAS, CA LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 �h Jill T. LDEV-017922- ENCINITAS LEUCADIA OAKS PARK ON THE WEST PETER R. SAFINO DATE WERMERS PROPERTIES WEST SIDE OF RAINTREE DRIVE. PLANNING - MICHAEL STRIZIC I`ll . TON RECORD FROM: �� C.E. NO.: 44171 PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 2021 NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE rt I cK K. �Hriivv INSPECTOR EXP.: 6-30-23 DATE DATE PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 1 OF 23 a� E 2 0 N 0 a N M 0 LO a C� a 0 co 0 'w Q z Q U J M 0 LO ti 0 Q co 6i N N 0 N LO 0 0 SPECIAL NOTES LIST OF ABBREVIATIONS WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THE THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE AC. ACRE ENGINEER OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE B.W. BOTTOM OF WALLCos LATEST EDITION OF THE FOLLOWING DOCUMENTS: APPROVAL OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR CENTERLINE 1. SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (2018 EDITION). • ENFORCEMENT. C.B. CATCH BASIN 2• STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") "'agg J1 .8 / b 1. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES C. 0. CLEANOUT (2021 EDITION). BOTH VERTICAL AND HORIZONTAL PRIOR TO COMMENCING GRADING OPERATIONS. C. Y. CUBIC YARD J. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS 2. CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING FACILITIES DIA. DIAMETER (2018 EDITION). SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISION IS D.F. DEEPENED FOOTING 4. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD 6 .6 NECESSARY BECAUSE OF LOCATION OF EXISTING UTILITIES. D.G. DECOMPOSED GRANITE SPECIFICATIONS (2018 EDITION). I � � J. LOCATION AND ELEVATIONS OF IMPROVEMENTS, TO BE MET BY WORK, SHALL BE CONFIRMED D.U. DWELLING UNITC DWG. DRAWING 5. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). i r0066 BY FIELD MEASUREMENT PRIOR TO CONSTRUCTION OF NEW WORK. DWG. DRIVEWAY 6. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION SUPPLEMENTAL TO MUTCD. `375 .' 4. GRADES SHOWN ARE FINISH GRADES, CONTRACTOR SHALL DETERMINE NECESSARY SUBGRADE 7. CITY OF ENCINITAS ENGINEERING DESIGN MANUAL, OCTOBER 28, 2009. • ��^�; � � �� R EXIST. EXISTING \ A < 6) ELEVATIONS AND SHALL CONSTRUCT SMOOTH TRANSITION BETWEEN FINISH GRADES SHOWN. LEGEND s. D. R. s. D. . 60.2 A / E. 0. P. EDGE OF PA VEMEN T 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE E.O.E. EXISTING OVERHEAD ELECTRIC 155.6 o CONDITION DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ELEVV, ELEVATION DESCRIPTION DWG. NO. SYMBOL QUANTITY -� = ALL PERSONS AND PROPERTY, • THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND FLOWLINE SUBDIVISION BOUNDARY - - X - NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, F.G. FINISHED GRADE I ►► INDEMNIFY AND HOLD THE OWNER THE CITY, AND THE ENGINEER HARMLESS FROM ANY AND F.F. FINISHED FLOOR CENTERLINE ALL LIABILITY, REAL OR ALLEGED 'IN CONNECTION WITH PERFORMANCE OF WORK ON THIS F.S. FINISHED SURFACE RIGHT-OF-WAY LINE II r U •' X I PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR G.F. GARAGE FLOOR BUILDING SETBACK -SB SB k 56.4 I EN ° • ��. "dd \ THE ENGINEER. GTR. GUTTER EASEMENT LINE 02 6. THE CONTRACTOR SHALL BE TOTALLY RESPONSIBLE FOR COMPLIANCE WITH THE PROVISIONS H.P. HIGH POINT PROPOSED SLOPE I / ° OF THE STATE OF CALIFORNIA SAFETY ORDERS. I.E. INVERT ELEVATION A. C. BERM ' L. G. LIP OF GUTTER 7. QUANTITIES SHOWN ON THIS PLAN ARE FOR BONDING AND CONTRACTOR CONFIRMATION L.P. LOW POINT GUARD RAIL A77L1 (CALTRANS 2018) ' • • / 505 NOTIFY THE ENGINEER OFANY SI GES ONLY. THE NIFICANT DISCREPANCIES. R IS TO ESTIMATE THEIR OWN QUANTITIES FOR BID AND SAWCUT LINE MIN. MINIMUM \ CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING WHETHER (OR NOT) THE FIELD MAX. MAXIMUM DAYLIGHT LINE 8. ` 5 ❑ I MOD. MODIFIED HANDICAP PARKING CONDITIONS AT STORM DRAIN INLETS AND OUTLETS ARE PER THE APPROVED PLANS. IF } z �' / •� I \ FIELD CONDITIONS DIFFER FROM THE APPROVED PLANS, THE CONTRACTOR SHALL CONTACT N.A.P. NOT A PART B R PROPERTY LINE 507 SF • •+ THE SITE SUPERINTENDENT SUFFICIENTLY AHEAD OF CONSTRUCTION TO ALLOW REVISIONS TO 15 0. C. ON CENTER PERMEABLE PA VERS 26' *3I3.49' • THE PLANS, AND (TO OBTAIN) PUBLIC AGENCY APPROVAL, IF REQUIRED, PRIOR TO BUILDING FOUNDATION STEP ° #5' CONTRACTOR INSTALLING STORM DRAIN STRUCTURES. P.P. POWER POLE B I � • • % •• � • � � � � � � � � � � • I ❑ ° r = 9. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS P. C. C. PORTLAND CEMENT CONCRETE ADA ACCESSIBLE PATHPKWY. PARKWAY 0" CURB G-1 593 LF 3 , \ DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND OR REPLACED IN KIND AND EQUIVALENT PER THE APPROVED PLANS BY THE PVT. PRIVATE 6" CURB G-1 1300 LF OWNER PERMITTEE. C.P.R.O.W. REINFORCED CONCRETE PIPE 6" CURB AND GUTTER G-2 / I I 10. ALL EXISTING UTILITIES OR STRUCTURES ARE INDICATED HEREON BASED ON INFORMATION OF SDRSD SAN DIEGO REGIONAL RECORD. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT STANDARD DRAWING CROSS GUTTER • :. j; \ ©O ° • , THE UTILITY LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR S. C. 0. SEWER CLEANOUT GRADE TO DRAIN - I-------- 3.- NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING S.D.C.0. STORM DRAIN CLEANOUT ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILITIES AND AGREES TO S.M.H. SEWER MANHOLE PEDESTRIAN CURB RAMP MODIFIED G-31 2 EA I� F BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY SIM. SIMILAR P.C.C. CONCRETE ( SEE LANDSCAPE �• I' ° ° ° ° ° ° ° THEIR FAILURE TO LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. S.F. SQUARE FEET G-7, G-9 e . 1600 SF I I r - - ° STA. STATION PLANS FOR COLOR AND FINISH) _ 11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL S.W.P.P.P. (N.P.D.E.S.) SGSUBGRADE, II _ _ • o DOCUMENTS ONSI TE AS REQUIRED TO COMPLY WITH LOCAL AND STATE REQUIREMENTS. S.G. VISIBILITY TRIANGLE °� 3I11 I I I 12. IMPERVIOUS LINERS FOR BMP'S SHALL BE FULLY WATER TIGHT. ALL JOINTS SHALL OVERLAP ST. LT. STREET LIGHT �+ ROOF DOWNDRAINS �56.4 „ S/W SIDEWALK II A 2 12 MIN. AND BE SEALED. LINER SHALL BE SEALED WITH MASTIC TO ALL STRUCTURES. ALL Q nd Ob �V '' �nd � -• ,Y ' • PENETRATIONS SHALL BE SEALED. TEMP. TEMPORARY I a 1 • curod 111 -� 561 TYP. TYPICAL ENTRY DOOR I I r 1 x5 ,543 13. CONTRACTOR SHALL ADJUST ALL UTILITY COVERS TO FINISHED GRADE. T.C. TOP OF CURB ., I ... ,..r .. .. .k �.. .- • T. W. TOP OF WALL z U.N.O. UNLESS NOTED OTHERWISE TREES (PER LANDSCAPE PLANS) 111 IJ Ss. ❑ o �° ❑ x s EXISTING EASEMENTS V.C.P. VITRIFIED CLAY PIPE SCREEN WALL (PER LANDSCAPE PLANS) 4 000 SF _ • • • • • • �• • INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS •_ • • • • 1419 �1 RETAINING WALL C-03, C-05 2,730 SF P fJJ 6 10 I �� x577 > GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. ENGINEER OF WORK III I _ 51° _ (`I ��JfF {7 1 1 15525. (TO BE VACATED) PER DOC. N0. ______- REC. DEEPENED FOOTING �SB&0 INC. ° PROPOSED EASEMENTS 3990 RUFFIN ROAD, SUITE 120 STEM WALL 41. I 6 " �' �' SAN DIEGO, CALIFORNIA, 92123 RIBBON GUTTER e ° " ° 325 LF KEY MAP KEY MAP LEGEND 22 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN (585) 560-1141 BROW DITCH D-75 a a a 456 LF GRAPHIC SCALE SCALE. 1" = 50' SHEET LIMITS DIEGUITO WATER DISTRICT PER DOC. N0. _________ REC. ___________• WATER DISTRICT PRIVATE 12" P.V.C. STORM DRAIN 629 LF 50' 0 50' 100' 150' ® SHEET NUMBER SAN DIEGUI TO WATER PRIVATE 18" H.D.P.E. STORM DRAIN 100 LF- - - • • - • • - APPROXIMATE LIMITS OF REMEDIAL GRADING SEWER DISTRICT PRIVATE STORM DRAIN CLEANOUT D-09 4 EA PER GEOTECHNICAL ENGINEER. NO OFFSITE LEUCADIA SEWER PRIVATE WALL SUBDRAIN EA - - - - - - - - 658 LF CULTURAL RESOURCE NOTES GRADING PROPOSED. e PRIVATE MOD. TYPE G-1 CATCH BASIN 15 � 4 EA A.ARCHAEOLOGICAL MONITORING: A QUALIFIED PROFESSIONAL ARCHAEOLOGIST, MEETING OR WORKING C.POST-REVIEW DISCOVERIES: IF SUBSURFACE DEPOSITS BELIEVED TO BE CULTURAL OR HUMAN IN ORIGIN PRIOR TO FINAL ENGINEERING INSPECTION FOR PROJECT GRADING, THE PROJECT APPLICANT SHALL AREA DRAIN PIPE AND GRATE (6" P.V.C. U.N.O.) SD 0 707 LF UNDER THE DIRECTION OF SOMEONE MEETING THE SECRETARY OF THE INTERIOR'S PROFESSIONAL ARE DISCOVERED DURING CONSTRUCTION, ALL WORK MUST HALT WITHIN A 100-FOOT RADIUS OF THE SUBMIT A MONITORING REPORT PREPARED BY THE ARCHAEOLOGIST FOR REVIEW AND APPROVAL QUALIFICATIONS STANDARDS, SHOULD BE RETAINED TO MONITOR ALL GROUND -DISTURBING ACTIVITIES DISCOVERY. A QUALIFIED PROFESSIONAL ARCHAEOLOGIST, MEETING THE SECRETARY OF THE INTERIOR'S BY THE DEVELOPMENT SERVICES DEPARTMENT. THE MONITORING REPORT SHALL DESCRIBE THE PRIVATE 4" WATER SERVICE -w W 103 LF ASSOCIATED WITH PROJECT CONSTRUCTION, INCLUDING VEGETATION REMOVAL, CLEARING, GRADING, PROFESSIONAL QUALIFICATION STANDARDS FOR PREHISTORIC AND HISTORIC ARCHAEOLOGY, SHALL BE RESULTS OF THE CULTURAL RESOURCES MONITORING PROGRAM. TRENCHING, EXCAVATION, OR OTHER ACTIVITIES THAT WILL DISTURB ORIGINAL (PRE -PROJECT) GROUND. RETAINED TO EVALUATE THE SIGNIFICANCE OF THE FIND, AND SHALL HAVE THE AUTHORITY TO MODIFY PRIVATE 8" FIRE SERVICE F F 64 LF THE MONITOR MUST HAVE THE AUTHORITY TO TEMPORARILY PAUSE ACTIVITY AT THE LOCATION IN THE THE NO -WORK RADIUS AS APPROPRIATE, USING PROFESSIONAL JUDGMENT. THE FOLLOWING PALEONTOLOGICAL RESOURCES. PRIVATE BACKFL0W 0 EVENT OF AN UNANTICIPATED DISCOVERY, SO THAT THEY CAN DIRECT THE PROCEDURES IN THE NOTIFICATIONS SHALL APPLY, DEPENDING ON THE NATURE OF THE FIND: A. THE PROJECT APPLICANT SHALL RETAIN THE SERVICES OF A QUALIFIED PALEONTOLOGIST TO FOLLOWING SECTION. INITIALLY, ONE MONITOR MAY BE ASSIGNED TO THE PROJECT WHO CIRCULATES CONDUCT A PALEONTOLOGICAL MONITORING AND RECOVERY PROGRAM. A QUALIFIED PALEONTOLOGIST THRUST BLOCKS WT-01 THROUGHOUT ALL AREAS OF ACTIVE GROUND DISTURBANCE. IN THE EVENT OF AN UNANTICIPATED . IF THE PROFESSIONAL ARCHAEOLOGIST DETERMINES THAT THE FIND DOES NOT REPRESENT A IS DEFINED AS AN INDIVIDUAL HAVING AN MS OR PHD DEGREE IN PALEONTOLOGY OR GEOLOGY, AND PRIVATE 8" P.V.C. SEWER LATERAL SS-01 -S S DISCOVERY, THE LEAD AGENCY SHOULD RECONSIDER THE NUMBER OF MONITORS TO ENSURE THAT CULTURAL RESOURCE, WORK MAY RESUME IMMEDIATELY AND NO AGENCY NOTIFICATIONS ARE WHO IS A RECOGNIZED EXPERT IN THE IDENTIFICATION OF FOSSIL MATERIALS AND THE APPLICATION SURVEY MONUMENT • FUTURE DISCOVERIES ARE MANAGED IN ACCORDANCE WITH STATE LAW. REQUIRED. OF PALEONTOLOGICAL RECOVERY PROCEDURES AND TECHNIQUES. AS PART OF THE MONITORING PROGRAM, A PALEONTOLOGICAL MONITOR MAY WORK UNDER THE DIRECTION OF A QUALIFIED PUBLIC P.V.C. WATER MAIN B.NATIVE AMERICAN MONITORING. A NATIVE AMERICAN MONITOR FROM A TRIBE THAT IS TRADITIONALLY PALEONTOLOGIST. A PALEONTOLOGICAL MONITOR IS DEFINED AS AN INDIVIDUAL HAVING EXPERIENCE IN PUBLIC P.V.C. FIRE MAIN • IF THE PROFESSIONAL ARCHAEOLOGIST DETERMINES THAT THE FIND DOES REPRESENT A CULTURAL THE COLLECTION AND SALVAGE OF FOSSIL MATERIALS. AND CULTURALLY AFFILIATED WITH THE PROJECT AREA SHOULD BE RETAINED TO MONITOR ALL PUBLIC WATER METER M GROUND -DISTURBING ACTIVITIES ASSOCIATED WITH PROJECT CONSTRUCTION, INCLUDING VEGETATION RESOURCE FROM ANY TIME PERIOD OR CULTURAL AFFILIATION, HE OR SHE SHALL IMMEDIATELY NOTIFY THE CITY OF ENCINITAS AND THE LANDOWNER. THE CITY SHALL CONSULT ON A FINDING PUBLIC FIRE HYDRANT ►�1 CLEARING GRADING TRENCHING EXCAVATION OR OTHER ACTIVITIES THAT WILL DISTURB B. THE QUALIFIED PALEONTOLOGIST SHALL ATTEND THE PROJECT PRECONSTRUCTION MEETING TO REMOVAL, OF ELIGIBILITY AND IMPLEMENT APPROPRIATE TREATMENT MEASURES IF THE FIND IS DETERMINED ORIGINAL (PRE -PROJECT) GROUND. THE NATIVE AMERICAN MONITOR SHALL HAVE THE AUTHORITY TO TO BE A HISTORICAL RESOURCE UNDER CEQA, OF THE CEQA CONSULT WITH THE GRADING AND EXCAVATION CONTRACTORS CONCERNING THE GRADING PLAN AND PUBLIC STORM DRAIN , AS DEFINED IN SECTION 15064. - � - TEMPORARILY PAUSE ACTIVITY AT THE LOCATION IN THE EVENT OF AN UNANTICIPATED DISCOVERY, SO PALEONTOLOGICAL FIELD TECHNIQUES. THAT HE OR SHE CAN COORDINATE WITH THE PROJECT ARCHAEOLOGIST ON THE IDENTIFICATION OF A GUIDELINES, OR, IF APPLICABLE, A HISTORIC PROPERTY, AS DEFINED IN 36 CFR 60.4. WORK MAY PUBLIC CURB CUT WITH PER PUBLIC IMPROVEMENT NOT RESUME WITHIN THE NO -WORK RADIUS UNTIL THE CITY THROUGH CONSULTATION AS RIP RAP PAD PLAN DWG. NO. APPROPRIATEDETERMINES THAT THE SITE EITHER1IS NOT A HISTORICAL RESOURCE UNDER POTENTIAL CULTURAL RESOURCE AND THE PROJECT ARCHAEOLOGIST CAN DIRECT THE PROCEDURES IN , : ) C. THE QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR SHALL BE ON -SITE ON A PUBLIC CURB INLET LDEV-017924-2021 � THE FOLLOWING SECTION. INITIALLY, ONE MONITOR MAY BE ASSIGNED TO THE PROJECT WHO CIRCULATES FULL-TIME BASIS DURING THE ORIGINAL CUTTING OF PREVIOUSLY UNDISTURBED PORTIONS OF THE THROUGHOUT ALL AREAS OF ACTIVE GROUND DISTURBANCE. IN THE EVENT OF AN UNANTICIPATED CEQA OR, IF APPLICABLE, A HISTORIC PROPERTY UNDER SECTION 106; OR 2) THAT THE UNDERLYING VERY OLD PARALIC DEPOSITS. IF THE QUALIFIED PALEONTOLOGIST OR PALEONTOLOGICAL PUBLIC HEADWALL = DISCOVERY, THE LEAD AGENCY SHOULD RECONSIDER THE NUMBER OF MONITORS TO ENSURE THAT TREATMENT MEASURES HAVE BEEN COMPLETED TO ITS SATISFACTION. MONITOR ASCERTAINS THAT THE NOTED FORMATIONS ARE NOT FOSSIL -BEARING, THE QUALIFIED FUTURE DISCOVERIES ARE MANAGED IN ACCORDANCE WITH STATE LAW. IN THE EVENT THAT NO PALEONTOLOGIST SHALL HAVE THE AUTHORITY TO TERMINATE THE MONITORING PROGRAM. BMP STREET TREE AND GRATE CULTURALLY AFFILIATED TRIBES ELECT TO SEND A MONITOR, OR IN THE EVENT THAT A MONITOR DOES IF THE FIND INCLUDES HUMAN REMAINS, OR REMAINS THAT ARE POTENTIALLY HUMAN, HE OR NOT REPORT TO THE CONSTRUCTION AREA AT THE SCHEDULED TIME, WORK MAY PROCEED WITHOUT A SHE SHALL ENSURE REASONABLE PROTECTION MEASURES ARE TAKEN TO PROTECT THE D. IF FOSSILS ARE DISCOVERED RECOVERY SHALL BE CONDUCTED BY THE QUALIFIED STREET TREE (PER LANDSCAPE PLANS) O TRIBAL MONITOR PRESENT AS LONG AS THE MONITOR WAS PROVIDED AT LEAST 72 HOURS' NOTICE AND DISCOVERY FROM DISTURBANCE (AB 2641). THE ARCHAEOLOGIST SHALL NOTIFY THE SAN DIEGO PALEONTOLOGIST OR PALEONTOLOGICAL MONITOR. IN MOST CASES, FOSSIL SALVAGE CAN BE AS LONG AS AN ARCHAEOLOGICAL MONITOR IS PRESENT. COUNTY MEDICAL EXAMINER (PER § 7050.5 OF THE HEALTH AND SAFETY CODE). THE PROVISIONS COMPLETED IN A SHORT PERIOD OF TIME, ALTHOUGH SOME FOSSIL SPECIMENS (SUCH AS A COMPLETE EXIST. BUILDINGEXIST. WOOD FENCE--�----�--- OF § 7050.5 OF THE CALIFORNIA HEALTH AND SAFETY CODE, § 5097.98 OF THE CALIFORNIA PRC, LARGE MAMMAL SKELETON) MAY REQUIRE AN EXTENDED SALVAGE PERIOD. IN THESE INSTANCES, THE AND AB 2641 WILL BE IMPLEMENTED. IF THE MEDICAL EXAMINER DETERMINES THE REMAINS ARE PALEONTOLOGIST (OR PALEONTOLOGICAL MONITOR) SHALL HAVE THE AUTHORITY TO TEMPORARILY EXIST. SIDEWALK _ ". c ° ° ° NATIVE AMERICAN AND NOT THE RESULT OF A CRIME SCENE, THE MEDICAL EXAMINER WILL NOTIFY DIRECT, DIVERT, OR HALT GRADING TO ALLOW RECOVERY OF FOSSIL REMAINS IN A TIMELY MANNER. THE NAHC, WHICH THEN WILL DESIGNATE A NATIVE AMERICAN MOST LIKELY DESCENDANT (MLD) EXIST. LANDSCAPE FOR THE PROJECT (§ 5097.98 OF THE PRC). THE DESIGNATED MLD WILL HAVE 48 HOURS FROM E. IF SUBSURFACE BONES OR OTHER POTENTIAL FOSSILS ARE FOUND ANYWHERE WITHIN THE EXIST. SEWER AND MANHOLE (PER DWG. 8304-E) (s� �- THE TIME ACCESS TO THE PROPERTY IS GRANTED TO MAKE RECOMMENDATIONS CONCERNING PROJECT SITE BY CONSTRUCTION PERSONNEL IN THE ABSENCE OF A QUALIFIED PALEONTOLOGIST OR EXIST. WATER (PER DWG. WO-57-26) -ws TREATMENT OF THE REMAINS. IF THE LANDOWNER DOES NOT AGREE WITH THE RECOMMENDATIONS PALEONTOLOGICAL MONITOR, THE QUALIFIED PALEONTOLOGIST SHALL BE NOTIFIED IMMEDIATELY TO EXIST. GAS (PER DWG. 9005-G) G OF THE MLD, THE NAHC MAY MEDIATE (§ 5097.94 OF THE PRC). IF NO AGREEMENT IS REACHED, ASSESS THEIR SIGNIFICANCE AND MAKE FURTHER RECOMMENDATIONS. EXIST. OVERHEAD ELECTRIC (OHE)--- THE LANDOWNER MUST REBURY THE REMAINS WHERE THEY WILL NOT BE FURTHER DISTURBED (§ 5097.98 OF THE PRC). THIS WILL ALSO INCLUDE EITHER RECORDING THE SITE WITH THE NAHC OR F. FOSSIL REMAINS COLLECTED DURING MONITORING AND SALVAGE SHALL BE CLEANED, SORTED, EXIST. POWER POLE o QRpFESSIONq< THE APPROPRIATE INFORMATION CENTER, USING AN OPEN SPACE OR CONSERVATION ZONING AND CATALOGUED. PREPARED FOSSILS, ALONG WITH COPIES OF ALL PERTINENT FIELD NOTES, PHOTOS, EXIST. FIRE HYDRANT �Q R. S F� O DESIGNATION OR EASEMENT, • OR RECORDING A REINTERNMENT DOCUMENT WITH THE COUNTY IN AND MAPS, SHALL BE DEPOSITED (AS A DONATION) IN A SCIENTIFIC INSTITUTION WITH PERMANENT EXIST. CHAIN LINK FENCE--x----x--- D�`� �T �� z WHICH THE PROPERTY IS LOCATED (AB 2641). WORK MAY NOT RESUME WITHIN THE NO -WORK PALEONTOLOGICAL COLLECTIONS SUCH AS THE SAN DIEGO NATURAL HISTORY MUSEUM. EXIST. A.C. BERM = _ _ _ 11t11 1v Z RADIUS UNTIL THE LEAD AGENCIES, THROUGH CONSULTATION AS APPROPRIATE, DETERMINE THAT w ° No.44171 m THE TREATMENT MEASURES HAVE BEEN COMPLETED TO THEIR SATISFACTION. EXIST. EDGE OF CONCRETE - - - - - PLANNING ENGINEERING SURVEYING G. PRIOR TO FINAL ENGINEERING INSPECTION FOR PROJECT GRADING, A FINAL SUMMARY REPORT EXIST EDGE OF PAVEMENT -�- * * 3990 Ruffin Road, Suite 120 OUTLINING THE RESULTS OF THE MITIGATION PROGRAM SHALL BE PREPARED BY THE QUALIFIED C/ v I �- �P PALEONTOLOGIST AND SUBMITTED TO THE DEVELOPMENT SERVICES DEPARTMENT FOR CONCURRENCE. EXIST. RETAINING WALL 9TF o�� San Diego, Ca. 92123 THIS REPORT SHALL INCLUDE DISCUSSIONS OF THE METHODS USED, STRATIGRAPHIC SECTION(S) 811 of cA�`F 858-560-1141 858-560-8157 EXPOSED, FOSSILS COLLECTED, AND SIGNIFICANCE OF RECOVERED FOSSILS, AS WELL AS APPROPRIATE Fax MAPS. D BY: Y: CHECK CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BEJ.K. K.C./N.P.R.S.ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: IN DRA2.5" CITY OF BOX INLET. 1967 INT. DATE PLANS PREPARED UNDER SUPERVISION OF M DED: APPROVED: GRADING PLANS FOR:BRASS 1967 N. VULCAN AVENUE ENCINITAS CA LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 Jill T. LDEV-017922- ENCINITAS LEUCADIA OAKS PARK ON THE WEST PETER R. SARNO DATE WERMERS PROPERTIES WEST SIDE OF RAINTREE DRIVE. PLANNING �� MICHAEL STRIZIC ��. TON 2021 RECORD FROM: �`� C.E. NO.: 44171 PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR rDATE DATE t i tK K. IDANINU EXP.: 6-30-23 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 2 OF 23 a� E (D 0 M 0 r N M 0 Lf� a C� a 0 M 0 W Q z Q U J co 0 ti 0 Q ti rn N N 0 N L0 0 m 0 EXIST. R/W I EXIST. DIKE __I 25' EXIST. STRIPE I (6.39) VARIES EXIST. 25' R/W EXIST. f 14.5' STRIPE I -I I EXIST. SLOPE EXIST. TYPE "B" 8" DIKE PER SDRSD G-5 R/W 55' R/W R/W 5' 5 R.R. Blh R/W i LAI I 25' 30, 12' I 12' A VEL LANE TRA VEL L 5' 8' 3' BIKE PARKING LANE I --EXIST. 6" A.C. WATER MAIN WEST EAST TYPICAL SECTION ti EXIST. VULCAN AVENUE ULTIMATE NORTH VULCAN AVENUE NOT TO SCALE NORTH OF UNION STREET 55' PROPOSED RIGHT- OF- WA Y SCALE. 1- = 10'(H) PL EXIST. L COURT COSTA E.O.P. VARIES 10' 25' SWALE VARIES 12.8' VARIES 18. 6' ±20' TO 20 f 6 25' TO 17. 8 BUILDING PROPOSED TO 22.6' EXIST. PROPOSED BUILDING t5.4_1 PROPOSED GROUND 6' SCREEN WALL PE LANDSCAPE f4' EXIST. CHAIN LINK BUILDING / PLANS. SEE 1 R STRUCTURAL FENCE TO BE VARIES 4' ` 23 REMOVED 54.2 F.F. EXIST. A.C. PAD=53.5 I _ ° I � BERM- 53.5 S.G. - EXIST. GROUND t8.5' f7.5' -------- t -- EXIST. PAVING PROPOSED EXIST. GROUND EXIST. 2" 11. 1' f 4.1 r \ , I -EXIST. GROUND 4" P.C.C. SIDEWALKGAS 1 CONCRETE DRAINAGE 3' MINf-ID PROPOSED RETAINING WALL C PER PROPOSED CHANNEL TO BE REMOVED SDRSD C-03, SEE SHEET 19. HEIGHT EARTHEN SWALE PROPOSED 18" VARIES. STORM DRAIN A EXIST. 6" WATER 9 PROPOSED 30" ('E-"TYPICAL SECTION NORTH EAST STORM DRAIN 3 SCALE. 1" = 10' EXIST. 8"-� EXIST. SEWER SEWER (UNKNOWN SIZE) F SECTION ti LA COSTA COURT 3 SCALE. 1" = 10' 24' DRIVE AISLE 3' DRIVEWAY 12' 12' 15' (TYP.) PARKING 3 PROPOSED 2 2.5' BUILDING EXIST. GROUND _ - - - -6' (MAX.)` 19 TO 59 - 1 g TO 5q A 0" CURB C 3 /3' PARKING OVERHANG (� PROPOSED 6' SCREEN WALL, SEE LANDSCAPE PLANS FOR FINISH AND I� 6"I TEXTURE. SEE ®2 FOR FOOTINGS. 18' EXIST. WOOD FENCE A T R TO BE REMO VED. am DRAINAGE OPENINGS SPACED EVERY 64" PLANTS PER LANDSCAPE PLANS PROPOSED TYPE "B" ° BROW DITCH PER SDRSD D- 75 PROPOSED RETAINING WALL PER e, 3' WIDE \ HEIGHT VARIES SEE B 4' MIN 7 5' PROPOSED TYPE 15 RIBBON GUTTER �MIN. "G-1 " 6" CURB 3' 6" PUBLIC WATER MAIN 12" BYPASS STORM DRAIN TYPICAL SECVON ti PROPOSED PVT. DRI VEWA Y EXIST. R/W 30' STA. 10+52.35 TO STA. 13+41.61 SCALE. 1" = 10' EXIST. R/W PROPOSED 55' R/W R/W q 25' 1 5' R/W DEDICATION VARIES f 16' VARIES f 10' 22' 3' 1 EXIST. CHAIN LINK TO ±20 TO f 14 FENCE TO BE EXIST.�� TOP OF EXIST. WOOD DITCH REMOVED PROPOSED FENCE PROVIDE 1 MIN. OVERLAP WITH PROPOSED A.C. ,1 GROUND SLURRY SEAL (TYP.) PAVING AND 5 fPAD=53.5 BASE (TYP.) PER 1 - - _ - - 3' D.G. TRAIL � GEO TECH. _ � �'• OV ENGINEER 5� EXIST. GROUND (3% TO -4% ) RECOMMENDA TIONS 1 1.5% _ EXIST. A.C. BERM - PROPOSED 6" CURB��I - - 4" P.C.C. SIDEWALK EXIST. A.C. PAVING PER "G- 7" EXIST. 8"-- P. V. C. SEWER (2% TO 127) PROPOSED TYPE "G-2" \ / CURB AND GUTTER VARIES \EXIST. CONCRETE DRAINAGE 0' TO 12' VARIES TO BE REMOVED A.C. PAVING AND EXIS VARIES T. 0' TO 18' S' TO 8' BERM TO BE REMOVED EXIST. 2" H.P. GAS LINE EXIST. 6" A.C. WATER MAIN PER DWG. LDEV - 017924 -2021 STA. 15+50.00± TO STA. 18+35.47 SCALE. 1" = 10' RI AIS E 15 NU EXIST R/W P O . PROPOSED BUILDING -- 12 12' P RKING 8 0 PROPOSED 6 SCREEN WALL PER LANDSCAPE VUILCIN, R W LIMITS 25' 5' R W EDjCA,T/ON I BUILDING SETBACK 10' - 5 A IE - 3' TY; IF "'R" PAD= 53.5 4. F. PER SDRSD - 5 2:1 SLOPE w YP• PR P S ET INI 3 G MATCH EXIST. PE OR D C- E _ PROPOSED A.C.-L) PAVING PER LDEV-017921-2021 E /S G 0 ND PROPOSED GROUND 5O SIDEWALKI-T- A ROFILE10%0' IO = 1 1 1 1 SCALE;: 1 " = 20' , \v� SEE SHEET 2 PROPOSED EASEMENTS 2� EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT. H WALL E EXIST. ROP. VENUE- R/W R yy 25' 10' 5' R/W DEDICATION I BUILDING SETBACK PROPOSED BUILDING LIMITS LIMITS VA IE PROPOSED BUILDING - LIMITS oK CA RIVEE AISLE � 8, 12' 2' 15' PARKING PROPOSED 6' SCREEN WALL PER LANDSCAPE PAD= 53.5 PLANS PROPOSED GROUND 04 0.5 0 2: 1 SLOPE 54.2 F. F. .0� M N. .5 .G MATCH EXIST. SIDEWALK EXIST. GROUND 0" CURB 6" CURB PROPOSED RETAINING WALL SEE SHEET 19 gin PROPOSED A. C. PAVING PER LDEV-017924-2021 B = 1 SEE SHEET 13 FOR STORM DRAIN VAULT A, 1A 1" = 20'(H , 1 = 4'(V) SEE SHEET 2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 AS -BUILT APPROVALS UCJIVIVCU 0 i . UfCF1VV11J o r . -r\CU a T. J.K. K.C./T.P. 4 P.R.S. INT. DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: 10/ 712022 PETER R. SAFINO DATE PLANNING �j--e C.E. NO.: 44171 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR rt i tK K. ZDANINU EXP.: 6-30-23 n 24' q ow 3' PARKING OVERHANG 8' DRIVE AISLE f 1. 5' 12' 12' 15' I PARKING EXIST. STRUCTURE 2 p j EXIST. WOOD FENCE (MAX) 6" � AT )E TO BE REMOVED. PROPOSED TYPE PROPOSED 6' SCREEN WALL EXIST. GROUND G-2 CURB PER LANDSCAPE PLANS �5 AND GUTTER f55.0, 1q TO 59- - - - - - - DRAINAGE OPENINGS SPACED EVERY 64" PROPOSED ° °A TYPE "G-1 " . �� - .,�� ,� �- PLANTS PER LANDSCAPE PLANS 6" CURB 12' � � 13' 2.5' PROPOSED TYPE "B" BROW DITCH PER SDRSD D- 75 SEE B 4' MIN. PROPOSED RETAINING WALLS "A" 15 3' MIN 3' MIN. AND "B" PER e , HEIGHT VARIES. 6" PUBLIC WATER MAIN PER LDEV-017924-2021 12" BYPASS PROPOSED 12" STORM DRAIN STORM DRAIN TYPICAL SECTION PROPOSED PVT. DRIVEWAY STA. 13+54.83 TO STA. 13+96.62 SCALE. 1 " = 10' EXIST. R/W EXIST. PROPOSED E. 0. P. 50' R/W R/W R/W 25' 25' 5' R/W DEDICATION VARIES f8' TO ±18 VARIES ±8' 22' 3' I EXIST. WOOD FENCE TO ±17 TOP OF EXIST. DITCH TO BE REMOVED PROVIDE 1' MIN. OVERLAP WITH 0 5� PAD=53.5 SLURRY SEAL (TYP.) - _ 2 O 6,-. j� EXIST. / _ - �_-_-- 4q, 1 �- GROUND PROPOSED A. C. PA VING - 4" P.C.C. SIDEWALK AND BASE (TYP.) PER (89 TO-� I PER "G-7" GEOTECH. ENGINEER 109) PROPOSED TYPE "G-2" PROPOSED 9' GRA VEL RECOMMENDATIONS �, I CURB AND GUTTER PAD FOR PARALLEL PARKING 15' 10' STA. 13+ 16 TO 15+22 VARIES EXIST. A.C. PAVING 5' TO 8'` AND BERM TO BE 8' 7' REMOVED , I EXIST. 2" HPG EXIST. �� 8 --�'_ \ PROPOSED 8" P.V.C. GAS LINE P.V.C. SEWER WATER, STA. 13+50f EXIST. 6" A.C. TO 14+00± WATER MAIN E PER DWG. LDEV-017924-2021 STA. 13+50.00± TO 15+50.00± SCALE: 1 " = 10' 10" oni inincn nlnr r'Aln L B NOTES 1. CONCRETE SHALL BE 560-C-3250. A 2. EXPOSED CORNERS TO BE CHAMFERED 3/4 ". SINGLE PIPE ELEVATION SECTION "A -A" ('J� DETAIL ti MODIFIED STRAIGHT HEADWALL TYPE vJ NOT TO SCALE Try RT �� . �1t1�� 111 / ` o N 1 --� / R=1/2"\ 811 3" (TYP.) o / VARIES a 3" (TYP.) ( a I Q�OFESS/pNq ■ ztj / D 0- No.44171 O m PLANNING ENGINEERING SURVEYING 3990 Ruffin Road, Suite 120 1 DETAIL ^- 3' RIBBON GUTTER ` / *, �/ v i �* San Diego, Ca. 92123 qT �� 858-560-1141 858-560-8157 3 NOT TO SCALE pF CA�`F� Fax ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. C M DED: APPROVED: GRADING PLANS FOR: 1967 N. VULCAN AVENUE- ENCINITAS CA zvvLa Jill T. WERMERS PROPERTIES LDEV-017922- MICHAEL STRIZIC 1i8M.1t%tWTON 2021 PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 DATE VACS DATE PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 3 OF 23 )7 SEE SHEET 6 —CCG) —cs>-- — Is ►1. T EXISTING EASEMENTS ni INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS n EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED AS DOC NO. NOTES 1. WALL STATION, OFFSET IS TO FACE OF WALL. 2. BROW DITCH STATION, OFFSET IS TO b OF DITCH. NOTE: FOR IMPROVEMENTS ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 NOTE: FOR PUBLIC WATER ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 PVT. FIRE MAIN DATA TABLE O 0/BEARING RADIUS LENGTH DESCRIPTION 1 N24 06'42 "E 15.91 ' 4" P.V.C. 2 NO 09'50"W 27.96' 4" P.V.C. GRAPHIC SCALE 10' 0 10' 20' 30, QRUr L_�'DIU& �� R.& =mi CD a_ 0m o wrt No.44171 � * * PLANNING ENGINEERING SURVEYING sIX C/ V \P 3990 Ruffin Road, Suite 120 9T �� San Diego, Ca. 92123 F of cA��F 858-560-1141 858-560-81 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU 0T. UfC/'1VVIV ID . .,r_1r_Unr_U ID I. NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J.K. K.C./T.P. P.R.S. DESCRIPTION: N DRAINAGCITY OF E BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM:�`�� NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 C.E. NO.: 44171 rt i tr< r%. bANNU EXP.: 6-30-23 M DED: APPROVED: JIII T. MICHAEL STRIZIC ��. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE HORIZONTAL CONTROLBRASS 1967 N. VULCAN AVENUE ENCINITAS CA PLANS FOR: ' WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS PETER R. SARNO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR [SHEET 4 OF 23 a� a� 0 CD ti 0 CD 0 (D n CV co O a c� a 0 M O W Q z Q U J M 0 ti 0 Q co cn m N N O N r` 0 0 i 3' OVERHANG 811 T VVVVLL L//YL STRIPING (TYP.) EXISTING EASEMENTS �1 INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS n EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED AS DOC NO. NOTES 1. WALL STATION, OFFSET IS TO FACE OF WALL. 2. BROW DITCH STATION, OFFSET IS TO q OF DITCH. NOTE: FOR IMPROVEMENTS ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 NOTE: FOR PUBLIC WATER ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 NOTE: FOR IMPROVEMENTS ON LA COSTA COURT SEE DWG. N0. _________________ PRIVATE WATER MAIN DATA TABLE O AIBEARING RADIUS LENGTH DESCRIPTION 1 N21 °40' 12 "W 18.85' 4 " P.V.C. WATER, CL. 200, C— 900 2 N66°40'12"W 50.56' 4" P.V.C. WATER, CL. 200, C-900 CENTERLINE DATA TABLE O ,LBEARING I RADIUS I LENGTH 1 1 N34°5226"W 119.45' GRAPHIC SCALE 10' 0 10' 20' 30' Q�'ur I_�'j1UIV4 U CD a- o m 1 ==3&L w No. 44171 m PLANNING ENGINEu 1-7 SURVEYING * �. c/VIA- SJJO Ruffin Road, Suite 120 J'�Q' 9T �� San Diego, Ca. 92123 F of cA��F� 858-560-1141 858-560-61 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU or. Ur',rlvv11J or. Ur_1r_Ur\CU 01. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING J.K. K.C./T.P. P.R.S. DESCRIPTION: N DRAINAGCITY OF E BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 f�- �`=� - C.E. NO.: 44171 rt i tK K. IDANINU EXP.: 6-30-23 M DUEL Du: APPROVED: �i .JIII T. ICHAEL STRIZIC �I`1f . TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE HORIZONTAL CONTROLBRASS 1967 N. VULCAN AVENUE ENCINITAS CA PLANS FOR: ' WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-0179ENCINITAS 2021 ]23 PUBLIC WORKS PETER R. SAFINO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 5 O SEE SHEET 4 9 811 Ground Obscured N W co W (n EXISTING EASEMENTS ni INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS n EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED AS DOC NO. NOTES 1. WALL STATION, OFFSET IS TO FACE OFL WALL. 2. BROW DITCH STATION, OFFSET IS TO C OF DITCH. NOTE: FOR IMPROVEMENTS ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 NOTE: FOR PUBLIC WATER ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 CENTERLINE DATA TABLE 101AIBEARING I RADIUS LENGTH 3 N68' 19'49 "E 313.61 ' GRAPHIC SCALE 10' 0 10' 20' 30, QRUr L_�'DIU/I �� R. S==3& 2. ,� Zli m wrt No.44171 � * * PLANNING ENGINEL SING SURVEYING s� �/ V i - \P 3990 Ruffin Road, Suite 120 9T �� San Diego, Ca. 92123 F of c A� �F 858-560-1 1 41 858-560-81 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU 0T. UfC/'1VVIV ID . .,r-1r_1-nr_U ID ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING J.K. K.C./T.P. P.R.S. DESCRIPTION: N DRAINAGCITY OF E BOX INLET. INT. DATE PLANS PREPARED UNDER SUPERVISION OF �� APPROVED: HORIZONTAL CONTROLBRASS 1967 N. VULCAN AVENUE ENCINITAS CA LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 MPDED: JIII T. PLANS FOR: ' WERMERS PROPERTIES LDEV-0179ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. PETER R. SAFINO DATE PLANNING �`�� C.E. NO.: 44171 ICHAEL STRIZIC ��. TON APN 216-052-01-00 2021 ]23 RECORD FROM: PRINCIPAL ENGINEER CITY ENGINEER NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR rt i tr< K. WANNU EXP.: 6-30-23 DATE DATE PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 6 O 0) Q) 0 0 0 ti 0 CD 0 (D r N M 0 Lf") 0 M 0 'w Q z Q U J M 0 ti 0 Q ti ti N N 0 N r` 0 0 I,< I � I I � - < El I � IEl d I � I El 3.5 I ❑ < I,< I � W � x < < < < < < < < NVA L- -1 L- -1 L- -1 L- -J L- -J L- -J L- - N 0 2F + W3 14+43.52 3.86' RT. END RETAI ING WALL N0. 3, 1 TYPE "C "PER SDRSD 14+43. 2 30.00' RT. \Q END TAINING WALL NO. 2, �\ TYPE/"C-5" PER SDRSD IVERHANG 3.9 r TB 1�111111 ►� • -: La I L") i T W Icn -- — Z I 25' ---- ----- ----- ----- ----- ---- ----- \ � O O 2cr Q ❑ ❑ \ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N v TRASH ROOM 4 � W 37 L•J �■M -.. 11� 5b SCREEN WALL PER LANDSCAPE PLANS Elm �sffFtr�frtrffs�sFfs> �� ■� I I , ��, -``` 1 'rrlr I rl1tll lI lI 'rlJilll 'riliri 7rtrii �iFrri' 7ri rrs' -"-� - _ 'ritr i P 6" P. V.C. WAIT EIRPER I I I ^� DWG. NO. LDEV-017924-2021 3 �,■,■,■,■,■� 3' RIBBON-, I,I,I�fEmmommil11.1 III! 1 HIM ..I PROPOSED FIRE HYDRANT (TYP. a 0" CURB �I■I��lI��I�IIlOiiI��i�I 29 'EXIST., ------ XI p� �__ gUIL G �I TYPE "B" BROW DITCH PER SDRSD D-75 \ 5' pJ� J 821110 pri 2 \ 1 1 I 56.2 I 1� 13+49.63 72.70 RT. END RETAINING WALL NO. 1, ❑ BEGIN RETAILING WALL N0. 2, � � TYP "C 5" P R SDRSD EXISTING EASEMENTS ni INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS n EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED AS DOC NO. NOTES 1. WALL STATION, OFFSET IS TO FACE OF WALL. 2. BROW DITCH STATION, OFFSET IS TO C OF DITCH. NOTE: FOR PUBLIC WATER ON N. VULCAN AVENUE SEE DWG. NO. LDEV-0174924-2021 PRIVATE WATER/FIRE MAIN DATA TABLE O,L BEARING RADIUS LENGTH DESCRIPTION 2 N66'40' 12 "W 50.56' 4" P. V.C. WATER, CL. 200, C- 900 3 N68'28'41 "E 34.06' 4" P. V. C. WA TER, CL. 200, C- 900 4 N35'09' 16 "W 10.00' 6" P. V.C. FIRE, DR-18, C-900 5 N80'09' 16 "W 30.02' 6" P. V.C. FIRE, DR-18, C-900 6 1 N21 '57'42 "W 7.71 ' 6" P. V.C. FIRE, DR-18, C-900 LANDSCAP NS E - E 13+49.62 8.96' RT. PT SC N WALL S ao - •-, i� - s s� - - - - - - - - C� C� C� C� C� C� C� C� C� C� C� C� C� C� C� C� C� - - - C� C� C� C� C� C� C7 C� C� 382.16' \ - — —X— — o E "B" BROW DITCH1� —X- Q Q PER D-75 SCREEN WALL PER r �� it EXIST. MO UMENT, Y = LANDSCAPE PLANS r�J�� J Q v � � � M � v � PROTECT IN Q O Q o /I i I I ��`1 J' o fir/ / I GRAPHIC SCALE Ground / -- - _---_---_ 5 7. 7 Obscured ' I / 10' 0 10' 20' 30, 11 I I X 51 QROFESS/pNq< - R. �DIwa� J6 o2. No.44171 m o * * PLANNING ENGINEL SING SURVEYING s� C/ V l \, \P 3990 Ruffin Road, Suite 120 9T �� San Diego, Ca. 92123 F of cA�-�F� 858-560-'I 141 811 858-560-8'I 57 Fax D BY: BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN J.K. K.C./T.P. CHECKED NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 2BOX INLET. .5" CITY OF NCINITAS INT. DATE PLANS PREPARED UNDER SUPERVISION OF NDED: APPROVED: HORIZONTAL CONTROL BRASS SLIN DRAINAGE 1967 N. VULCAN AVENUE ' ENCINITAS CA LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 JIII T. PLANS FOR: LDEV-017922- ENCINITAS LEUCADIA OAKS PARK ON THE WEST PETER R. SAFINO DATE WERMERS PROPERTIES WEST SIDE OF RAINTREE DRIVE. PLANNING MICHAEL STRIZIC ��. TON 2021 RECORD FROM:�`�� C.E. NO.: 44171 PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR rt i tK K. 113DATE DATE ANINU EXP.: 6-30-23 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 [SHEET 7 OF 23 CENTERLINE DATA TABLE ,LBEARING RADIUS LENGTH 1 N34'5226 "W 1 19.45' 2 103' 12' 15" 40.00' 72.05' 3 N68' 19'49 "E 313.6 1' [V V--,\ -� /- �/P�o 5-- I I 4" EXISTING EASEMENTS ni INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS n EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT. PER DOC RECORDED AS DOC NO. NOTE: FOR IMPROVEMENTS ON N. VULCAN AVENUE SEE DWG. NO. LDEV-017924-2021 NOTE: PUBLIC STORM DRAIN PER DWG. NO. LDEV-017924-2021 PERMANENT STORM WATER FEATURES NOTE AREA FOR STORMWATER QUALITY TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WI THOU T A PERMIT FROM THE CITY. 4" SIDEWALK EXIST. GROUND --,,.^ l n N i i A DETAIL ti SIDEWALK 8 NOT TO SCALE N.D.S. 6" POL YOLEFIN GRATE WITH U.V. INHIBITORS ATRIUM TYPE FOR PLANTER. ROUND FINISH GRADE GRATE FLUSH FOR TURF AND HARDSCAPE 0� 2, UIN. 29 MIN. 4" DIA. P.VC. RISER PIPE (LENGTH AS REQUIRED) IIII I COMPACTED FILL (TYP.) � . o IIIIII IIII W Z IIIIII IIIII (Ino IIIIII I I I-1 I P. V. C. 45 ° CIO= itll FITTING I. I- `` P.VC. 45 ° =IIIIII= I III-_ WYE FITTING P. V. C. RIGID DRAIN LINE -III- I -III= (4" U.N.O.) :IIIIIII= IIIIIII. W V) FLOW_ E PER PLAN B DETAIL ti AREA DRAIN 8 NOT TO SCALE GRAPHIC SCALE 10' 0 10' 20' 30' 1 \ IIIIIIIIIIIII I\I \ / ■ 1 I � / �-/�'�o��(i/ / Y / I /// / l l /� l/ iP /l / / l / �� /� � � rem ��i`�v�i`l / /✓ � -- - I I �""" '� 7� I I I � QR�r `�''��N,y� o SEE SHEET 10 ��° R. S� �o DIG KT Cv Z Z w No. 44171 m ;;D PLANNING ENGINEERING SURVEYING *� C/ v 1 \* 3990 Ruffin Road, Suite 120 9TF of CA��F San Diego, Ca. 92123 811 858-560-1141 858-560-8157 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU or. UfC.C./T ��C� ar. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J.K. . K.C./T.P. R.S. P.R.S. DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 f�� `=��j�� C.E. NO.: 44171 rt I tK K. ZDANINv EXP.: 6-30-23 C M NDED: APPROVED: �� Jill T. MICHAEL STRIZIC ��. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE GRADING PLANS FOR: 1967 N. VULCAN AVENUE— ENCINITAS CA WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS PETER R. SAFINO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR [SHEET 8 OF 23 FORCE MAIN O 2p02-7732I jGR? PER OW�9'� " VC. P SEWER STpWG2p02-7732 G R I'> r 9 . M. P. TO BE REMOVED �13+ 0, END R WALL 47.6 TW/FG 45.0 EL X� S.D.C.O. 4, 4755 RIM l 43.86 E (18" IN) 43.53 C (18" OUT) RETAINING WALL SUBDRAIN Oroun d Obscures oz. jj r . ,'). RETAINING WALL "C" 11 +53. 40. 90' BEND SCRN. WALL 58.8 TIN 52.8 FG 8" ATRIUM DRAIN 7 GR., 50.7 C EXISTING EASEMENTS �1 INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED AS DOC NO. NOTE: NOTE: FOR IMPROVEMENTS ON N. VULCAN AVENUE FOR IMPROVEMENTS ON LA COSTA COURT SEE DWG. NO. LDEV-017924-2021 SEE DWG. NO. LDEV-017924-2021 NOTE: PUBLIC STORM DRAIN PER DWG. NO. LDEV-017924-2021 PERMANENT STORM WATER FEATURES NOTE AREA FOR STORMWATER QUALITY. TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 5. 0' �-SUBDI WS ON B UN A Y E 23 FOR WA L C" 2.84' PROWD4 0 EN NG 0.5' AT 20'. C 54.0 3. W. 19 FOR RETAIAING SHEET ;. .� k Q WA L C D TA S co r-EX IS . �2 7. f 0.33' 4.00' 2 Q o Q Qo Irw o� N0 / d \ CE'^r1^A1 O V — CTA 4 7i CCl 11/A I 1 %F ■ram. 1 � . vvr. Q SCALE. 1 " = 5'(H. AND V.) CONCRETE SPLASH PAD (TYP. ALL DOWNDRAINS) 12" OR 2" COBBLE 29 MIN. TYPICAL DETAIL ROOF DOWNDRAIN/SPLASH PAD NOT TO SCALE GRAPHIC SCALE 10' 0 10' 20' 30' R. C, a- o m w No. 44171 m SEE / " '' '' SHEET 11 END C-5 WALL "B" * * PLANNING ENGINEERING SURVEYING BASIN 4 53.33 T. W. s� c/ v I \ \� 3990 Ruffin Road, Suite 120 San 565 S.F. 0.44 TF 858-D560 -1 41 8582 560-8157 OF CAL\F 811 Fax D BY: Y: CHECK CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BEJ.K. K.C./N.P.R.S.ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIP SILO N: SET N DRA2.5" CITY BOX INOF NCINITAS INT. DATE PLANS PREPARED UNDER SUPERVISION OF 4LADED: APPROVED: GRADING PLANS FOR: 1967 N. VULCAN AVENUE ENCINITAS CA BRASS LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 17, Jill T. LDEV-017922- ENCINITAS LEUCADIA OAKS PARK ON THE WEST PETER R. SAFINO DATE WERMERS PROPERTIES WEST SIDE OF RAINTREE DRIVE. PLANNING f�� MICHAE S RIZIC 8M. TON 2021 RECORD FROM: C.E. NO.: 44171 PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR rDATE DATE t i tK K. ZDANINU EXP.: 6-30-23 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 9 OF 23 c� 0 3N 6/ 5 C / 5.5F.1 TYPE 'G-1 C. . 52.73 T. G. 50.5 C (OUT) PROPOSED RIGHT- OF- WA Y PER DOC. NO.---- - 1 11 at: I 3o I 5 .8� �_► L I 00ON 3 I WLQ I EXISTING EASEMENTS �1 INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED -EASEMENTS 20 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED NOTE: FOR IMPROVEMENTS ON N. VULCAN AVENUE SEE DWG. NO. LDEV-017924-2021 PERMANENT STORM WATER FEATURES NOTE AREA FOR STORMWATER QUALITY. TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WI THOU T A PERMIT FROM THE CITY. MODIFIED 3' RIBBON NOT TO SCALE ccili I I I I I I � � �I l� �OF F2� z LO GRAPHIC SCALE 4-1- 0 o �Oto 6�;�6 CN . L`� W » LO+to `n`n2 10 0 10 20 O 30 > v Z `oRETAINING °p j SEE SHEET 19 FOR PROFI E LOLO 0,6 SCREEN WALL MATERIAL 41 U) �Z `n `n I `n AND TEXTURE PER ESS/O NOTE' gm ro a n d QrLANDSCAPE PLANS FOR STORM DRAIN PLAN AND o6P. V. C. AT 2.0i MINA R. S PROFILE SEE SHEETS 1CORE 6" 0 OPENINGS �thffl 0 I I I° CD ❑ AT GRADE 10 O.C. Lj No.44171 m PLANNING ENGINEERING SURVEYING �/vI* 3990 Ruffin Road, Suite 120 �- P 9TF of CA��F San Diego, Ca. 92123 811 858-560-1141 858-560-8157 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU or. UfC.C./T ��C� ar. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J.K. K.C./T.P. . R.S. P.R.S. DESCRIP SILO IN: SET N DRA2.5" CITY BOX INOF NCINITAS BRASS LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 f�� C.E. NO.: 44171 rt i tK K. ZDANINv EXP.: 6-30-23 CC::DED: APPROVED: �i Jill T. MICHAE STRIZIC 8M. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE GRADING PLANS FOR: 1967 N. VULCAN AVENUE ENCINITAS CA WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS PETER R. SAFINO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 10 OF 23 W U Y 0 00 0 CD 0- CV M 0 L0 r- a cD a 0 M 0 'w Q z Q U J M 0 L0 ti 0 Q M LP 0) N N 0 N L0 _o W 9 ,< I L - 53.2 7TC- F.IS] G.B. Elw I` I � L I m I o v_ F - o c' o 53.45 T. C. IF, S. a L_ I d - m /" ❑ < I �? I 53.61 T.C. IF,S. I "f SHEET 9 I , _ I 1 LEI_ ��In� �; .�� _ •• ■�.1 ��e-I : ■ i . --WALL L ■ 111111►111�I I !I •.LA .11�•�- ,•I ■ 11�� IIM .■ 111111111�11 ■1 1�II1•-=-.��-M_•I-_ . _■_1ILI-�•I©1II1�!..-.■11 1-��■■..r:il!..■I.1�11111�11111.. • DRAIN 1 --• FILE SEE SHEETS ' 52.02 F. S. 1 1 1 1 53.2 C. 1 1� 52. F.S. o 53.2 T. C. F.S. 53.0 T.C. 54.7 TIN ❑ 53.6 T C. F S. 53.4 T C. F.S. 53.1 T. C. F. S. 52.5 F. S. 1 52.8 FG p I _ �F_ 0 CURB G.B. 0" CURB ` H=1.9 l 0.99 0.59 �FLKLI Z' ---, � ,, < <-� ,, <-� ,, < -� -, � 53.15 T.C. � � 53.75 T.C. F.S. 54.0 53.8 53.8 53.5 53.5 53.5 53.5 53.5 52.65 F. S LI „CUR ` 52.25 F. S. Nen 53.1 T.C. 6 \ 1 3 54.0I 53. 4 T.C. F.S. 52.1 T . u u 5 -1 5 -1 5 -1 5 -1 5 -1 5 -1 5 -1 53.5 T C. F.S. 8' TRANSITION FROM ` 52.55 T. C. El El ❑ ❑ F:] El53.7 F.G. 4 ' CURB TO 0,CURB 52.05 F. S. 54.07 T.C. RETAINING WALL "B" EE = i � 0.2' 0.3' 53.85 - 53.67 F.S. 4 X. \ SHEET 19 FOR PROFIL 55.0 TIN F. ---- ----- ---- ----- -- 54.2 F.S. ---- - 53.9 F.S. ---- 1 1 51.0 FG 53.5 S. G. i G.B. G.B. 0 4.1 \` `Q= 4.0' 54.2 F.F. - 54.2 3% 39 4" CURB I 5J. 85 1 T. C. 1 1 R v 53.52 F. S. 1 1Q 52.0 F. G. 41 54.2 53. 6 F.S.;77 I U U I 1 1 - - - - - - - - - ----- - - - - - ---u - - ----- ----- 53.9 F.S. ---- 54.2 F.S. 53.5 TC. IF.S. 5�TRANS/T/ON�FROM 52.2 T.C. 11 am NNIII! mill wmIIIIIII! . . r V l I BASIN 1 I, f Id 0 N�m�w 0 � i 011, m Womm pip 52.50 T C. MENEM MINN MEN 52. 00 F. S. NMI TYPE "G- 1 C. B. m IN I® • Ell �•111 l•1��II 11 111 II 111� 1 III . 6" CURB - - - - - - - - 1�1 l,T - - - - - - - - - - -------12------------ - --- D ----D ASD----S - - S-------- --- - - a Ci vi 6" UNDER �-z 60 0 DRAIN A T un to 2.0 MIN co - ��o W cocfl d rn �Q�0 Lr' n round NOTE: +�(0tn�° II � to Obscured FOR STORM DRAIN PLAN AND Q PROFILE SEE SHEETS 12-13. NOTE: `�IACENT TO FOR WALLI AVI FOR STORM DRAIN PLAN A �j SUBDIVISI N B UNDARY, I I PROFILE SEE SHEETS 12-1 1 CELL (8 'X8" I NOMINAL) I I OPENdNG I FORT DRAINAGE I / DTT((','`,� EVERr$4" 0.�. MENEM EXISTING EASEMENTS Q1 INDICATES EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SDG&E PER DOC. RECORDED FEBRUARY 3, 1967 AS DOC. NO. 15525. (TO BE VACATED). PROPOSED EASEMENTS 20 EASEMENT FOR PUBLIC UTILITIES, INGRESS AND EGRESS GRANTED TO SAN DIEGUITO WATER DISTRICT PER DOC RECORDED AS DOC NO. PERMANENT STORM WATER FEATURES NOTE AREA FOR STORMWATER QUALITY. TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WI THOU T A PERMIT FROM THE CITY. ■■■■■■■■■■■■■■■■■■ IS' ■■■■■■I I_■■■■■■■ ■■■■■■■■■■■.■�.I�,/.III■■■■ ■■�■■I ice■■■■■■■■■■■■�a�e�� ■■■i�ie■■■■ei�■i � ��■■■■■■■■ I■■■■■I 'rdol,i 401111F."■I , ■■■� ■ fir\ I■UMEW4, ■ �!■ �10000000001 ■mu■■■■I I■■■■■■■■■■■► ��■■ �� l.�I� ��■■■■■■ ■■■■■■■■■■ ■��011■■■■ ■mu■l �� ►� l l l l l l l11111 1 T� �� 11 .: �`' ■ • 1111 !o,- 11111 111.1.1-L-1-� 1 ■ : 1 ■ ■ ■ II ■ Yl ■ ■ Y ■ ■ lid■■■■i■■�■■■■ �I = E' •.,� : • 1111r�1■L__....■��■■■■._.■ 11. ,�. !-!-...��1111111111■■Illill► - .�,:-�� 111 111 111111111111►111.0 ,:r:.. . ►.� 5,.,..r,..�• 11111 ..,IIIIIIIIR'II►111G. ,. ..��.��::_. . ENT TO •w,.�t • ... -1.11.1.1.■.■.■ 1.1. 1.1.■.1'II..-1.■.■ �\\�.I.I.�i.► :/ • BOUNDARY, • ■ ` 'k: •1 CELL (8"X8- NOMINAL) OPENINGS FOR DRAINAGE �• • - 111 111 II 11 II 11111 I.1.�I.-.=.-��1. - . .- I ._. _I.II 1 II.11 II�11.1.1.111� !•■ .�;� I •► . �.•-, II1111I111111111■1►Ililllirl►�� ■ • i � II 1 11 111 II 11 II 1111►�I.�- � •: I.III�i. • IWl.11.l.l.11ll.l■Illl.l-1_lANN ■ -A - - Y /I - - - - - - - - - - - - - - r- - - - - - - - - - - - - - , P. • ph • w LIMITS I • •• FOOTING RETAINING WAL� "A" SEE • QFILE A SECTION AT S.E. CORNER OF 1 SCALE. 1- = 4'(H. AND V.) NOTE: ALL AREA DRAIN SYSTEMS TO BE 8" PVC UNLESS OTHERWIS NOTED _ANS ■ RETAINING WALL Z GRAPHIC SCALE I J SUBDR N m C II, z � 00 3 10' 0 10' 20' 30, J X 5 1 Lci �' to co 0 3. I �O QRpFESS/pNq< I ._�W)LoA, '�� t - ) z 2 a No.44171 X PLANNING ENGINEERING SURVEYING C V11- \3990 Ruffin Road, Suite 120 9TF Diego,San of CA�`F858-560 1 41 8582 560-8157 811 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS J.K. DESIGNED BY: K.C./T.P. DRAWN BY: P.R.S. CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: SET 2.5" CITY OF ENCINITAS INT. DATE PLANS PREPARED UNDER SUPERVISION OF C J�ZD D: APPROVED: GRADING PLANS FOR: BRASS DISC IN DRAINAGE BOX INLET. 11967 N. VULCAN AVENUE- ENCINITAS CA LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 i Jill T. LDEV-017922- ENCINITAS LEUCADIA OAKS PARK ON THE WEST PETER R. SARNO DAMWERMERS PROPERTIES WEST SIDE OF RAINTREE DRIVE. PLANNING f�� ICHAEL STRIZIC �I`li. TON 2021 RECORD FROM: C.E. NO.: 44171 PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRIiNCIiPAL EN1GIiNEER DATE INSPECTOR rt i cK K. �Hriiv� DATE DATE EXP.: 6-30-23 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 11 OF 23 L 2 0 ai (D 0 M N d CV M O Lr) d 0 M O W Q z Q U J M 0 ti 0 Q ti M 00 N N 0 N ir> _o 0 n 9 NOTE: DI(("`,', II AL �T FOR STORM DRAIN PLAN INFORMATION SEE SHEETS 8-11. 811 CHANGE NO. DESCRIPTION OnEffimmomm -OH CPS ,■ . • • Lml �Q1 0 a PVT. STORM DRAIN SOUTH BYPASS SEE SHEETS 9 AND 11 wq O O O Q W Z J PVT. STORM DRAIN DATA TABLE Ej AIBEARING RADIUS LENGTH DESCRIPTION 1 N68 °19'48 "E 99.30 6" P. V.C. 2 N25 °16'22 "E 15.99 12" P. V. C. 3 N68°19'48"E 37.39 12" H.D.P.E. 4 103°12'14" 59.50 107.17 18" H.D.P.E. 5 N34 5226 "W 103.30 18" H. D. P. E. 6 N1221'16"W 6.90 18" H.D.P.E. 7 1 N34 51'16"W 93.46 18" H.D.P.E. NOTE: FOR OFFSITE STORM DRAIN SEE PUBLIC IMPROVEMENT PLAN DWG. R�W NO. LDEV017924-2021 0 1* ammmmmmmm �N[mmiiiii ■■■■■■■■■■�l�F�fl�l�l�!■r■■■`il■dam■■■■■■ PVT. STORM DRAIN SOUTH BYPASS SEE SHEETS 9 AND 11 O QRUr woU/�/9 �R. S FZ � � a I ==3&L z No. 44171 m — X PLANNING ENGINEu SURVEYING GRAPHIC SCALE *� C/ V l \, 3990 Ruffin Road, Suite 120 9T �� San Diego, Ca. J2'I 23 of cFo 656-560-1'I 4'I 20' 0 20' 40' 60' 858-560-6'I 57 Fax APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: NGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J.K. K.c.iN. P.R.S. DESCRIPTION: 2BOX INLET. .5" CITY OF NCINITAS BRASS SLIN DRAINAGE LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 �� C.E. NO.: 44171 -�� r-t i tr% r%. )Al-INU EXP.: 6-30-23 O NDED: APPROVED: JIII T. MICHAEL STRIZIC af11. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE STORM DRAIN 1967 N. VULCAN AVENUE ENCINITAS CA PROFILES FOR: ' WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO.: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS PETER R. SAFINO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR [SHEET 12 OF 23 L 2 0 �� 1s� `! !M ^V LL 1 N d CV M O a a 0 M O W Q z Q U J M 0 ti 0 Q rn cn 00 N N O N LO _o 0 1' MIN NOTE: FOR STORM DRAIN PLAN INFORMA TION SEE SHEETS 8-11. Q100 4 " PROFILE ti PVT. STORM DRAIN SOUTH SCALE: 1 " = 20'(H), 1 " = 4'(V) SEE SHEET 11 STORM DRAIN DATA TABLE ❑ AIBEARING RADIUS LENGTH DESCRIPTION 1 15 5456" 180.00 50.00 12" P. V. C. 2 N34 5226 "W 53.21 12" P. V. C. 3 N79 42'46"W 59.17 12" P. V. C. 4 N34 5226 "W 15.57 12" P. V. C. 5 N55 07'34 "E 47.00 12" P. V. C. 6 41 55'09" 146.67 107.31 12" P. V. C. 7 3°19'03" 50.00 31.69 12" R.C.P. PVT. STORM DRAIN SOUTH SEE SHEET 11 PROFILE ti PVT. STORM DRAIN FROM TANK SCALE. 1 " = 20'(H), 1 " = 4'(V) SEE SHEET 9 PROFILE ti PVT. STORM DRAIN BASIN TO TANK SCALE: 1 " = 20'(H), 1" = 4'(V) PVT. STORM DRAIN FROM TANK SEE SHEET 9 Z Q O N �Z)J co W Q J �N NQa AP R XI A FINISHED �— -- to o�m6 >; 5.9 F. �ZW� '0 t'i t - I — G too TO MD 72'-PC 10 1.2 FS 6 ,�, O �V 7 T R DRAW, , 04198 N .� N PROFILE ti PVT. STORM DRAIN 1 I W -)GALL: I = ZU (N)p 1 = 4 ( Vf SEE SHEET 8 PVT. STORM DRAIN 1 SEE SHEET 8 GRAPHIC SCALE 20' 0 20' 40, 60' O QRUr R. GAIL RT DI I I ==3&L w a No. 44171 m "' — PLANNING ENGINEu � SURVEYING o *� C/ V l \, \* 3990 Ruffin Road, Suite 120 9T �� San Diego, Ca. J2'I 23 of cA��Fo 656-560-'I141 811 858-560-6'I 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU or. UfC/'1VVI1J or. Ur_1rZUr\CU 01. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING J.K. K.C./T.P. P.R.S. DESCRIPTBRASS ION: N DRAINAGCITY OF E BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 f�� `�� C.E. NO.: 44171 r-t i tK K. ZZ)ANNU EXP.: 6-30-23 M DED: APPROVED: �i JIII T. MICHAEL STRIZIC ��. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE STORM DRAIN 1967 N. VULCAN AVENUE ENCINITAS CA PROFILES FOR: ' WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO.: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-0179ENCINITAS 2021 ]23 PUBLIC WORKS PETER R. SARNO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 13 O PLANTING PER COUNTY L.I.D. MANUAL (SEE LANDSCAPE PLANS) VARIES PER PLAN (12" MIN.) ELEV. PER PLAN-, 18" SOIL MEDIA, INFILTRATION = (BSM SPECIFICATION PER APPENDIX 1 G OF COUNTY OF SAN DIEGO L.I.D. HANDBOOK JUNE 2014) 1 30 MIL. P. V.C. LINER (TYP.) - GRATED OUTLET RISER TYPE "G-1 " VARIES PER PLAN (6" MIN.) BIOFIL TRA TION SURFACE AREA PER PLAN MULCH (SEE NOTE 1) 7 VU) I _ 3' 1 %%� NOTES 1. INSTALL 3" WELL AGED SHREDDED HARDWOOD MULCH THAT HAS BEEN 1 STOCKED PILED OR STORED FOR AT LEAST 12 MONTHS. MULCH ------------ --- - MUST BE NON -FLOATING. 2. CHOKING STONE TO BE 3" CLEAN `'q * �� AND WASHED SAND (ASTM NO 33) 8" SLOTTED P.V.C. SUBDRAIN ------ (ASTM D3034) 3" FROM BOTTOM 12" PERMEABLE BASE— (BMP 4 ONLY) rc__'� 15 6" CURB PROVIDE 3' OPENING (PER PLAN) B 2' 15 ,l 2.1 SLOPE D 15 OVER 3" LAYER OF ASTM NO. 8 OUTLET STONE. 12" AGGREGATE STORAGE 3. * ADD 24" OF GRAVEL FOR BASINS 2 AND 3. LAYER ASTM NO. 57 EXTEND 30 MIL P.V.C. LINER TO FULL Y ENCLOSED BASIN (BMP 1, 2, AND 3) 6" CHOKING STONE (SEE NOTE 2) COBBLESTONE EMBEDDED INTO CONCRETE. 3"-4" ROCK (MAX) a , G a as a � d 4 a ti 5 NOT TO SCALE 2' 1" (MIN) 6" (MAX) ROCK A 15 6"X16" PCC FLUSH CURB OR DEEPENED G-1 CURB VOID FILLER - 1/8" TO 3/8" (NO. 8) APPROVED PERVIOUS Arr,RFraTF IN vnin.s PAVERS W/ MIN. 3/8" VOID BEDDING COURSE - 2" THICK OF 1/8" TO 3/8" (NO. 8) AGGREGATE CHOKER COURSE - 4" THICK OF 4" 3/8" TO 1/2" (NO. 57) CRUSHED ROCK: 2» MgoIN. 6" THICK OF 3/4" 4" CRUSHED ROCK 6" SOIL SUBGRADE LINER ONLY PROVIDED UNDER PAVERS WITHIN 10' FROM A BUILDING OR RETAINING WALL ORIFICE PLATE MOUNTED INSIDE STRUCTURE '(118" DIAMETER) ��■� SUBDRAIN 112" LOW FLOW CONTR 2 MIN. OPENING ORIFICE NOTES: -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED -SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED 11 PERVIOUS PA VEI 15 NOT TO SCALE 0 0 NOTES 1. PLATE SHALL BE RIGID PLASTIC SHEETING (W THICK CLEAR ACRYLIC) OR ALUMINUM (0.10" MIN.) 2. PROVIDE NEOPRENE RING GASKET (30 DUROMETER) WHEN MOUNTING TO CONCRETE SURFACES. J. MOUNTING HARDWARE SHALL BE STAINLESS STEEL. U R. S F2 T � D1 �� w &if I N o. 44171 rmi _ * * PLANNING ENGINEE�'^'r SURVEYING v 1 \P 3 7J0 Ruffin Road, Suite 120 9T �� San Diego, Ca. 92123 811 F of cA��Fo 858-580-1141 858-5E0-81 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS J.K. DESIGNED BY: DRAWN K.c.iN.BY: P.R.S. CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: SET 2.5" CITY OF ENCINITAS INT. DATE PLANS PREPARED UNDER SUPERVISION OF C NDED: APPROVED: BMP DETAILS i BRASS DISC IN DRAINAGE BOX INLET. STORM DRAIN TANK 1967 N. VULCAN AVENUE— ENCINITAS, CA LOCATION: NORTHWEST CORNER OF CITY OF PUBLIC WORKS DATE: 10/ 712022 JIII T. DETAILS FOR: WERMERS PROPERTIES LDEV-017922— ENCINITAS LEUCADIA OAKS PARK ON THE WEST PETER R. SARNO DATE WEST SIDE OF RAINTREE DRIVE. PLANNING - C.E. NO.: 44171 MICHAEL STRIZIC 8�`f1. TON 2021 RECORD FROM: —��j� PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 NAME/NUMBER: ENC-04/1004 REVIEWER 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO.: LDEV-017924-2021 ELEVATION: 67.639 FEET DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR rt i tK K. IWANNU EXP.: 6-30-23 DATE DATE PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 SHEET 15 OF 23 _s= L cu Z3 cy) E CD 00 C7 LO (D N M O LO I� U C� M O W Q z Q U J M O LO ti 75 CV co N N O CV O co 00 0 F_ STRUCTURAL DESIGN LOADING CRITERIA LIVE LOADING: AASHTO HS-20 HIGHWAY LOADING GROUND WATER TABLE: BELOW INVERT OF SYSTEM SOIL BEARING PRESSURE. 4000PSF SOIL DENSITY: 120 PCF EQUIVALENT UNSATURATED LATERAL ACTIVE EARTH PRESSURE: 35 PSF / FT EQUIVALENT SATURATED LATERAL ACTIVE EARTH PRESSURE: 8p PSF/FT, (IF WATER TABLE PRESEHT) APPLICABLE CODES: ASTM C857 ACI-318 BACKFILL TYPE: SEE SHEET 4.0 FOR BACKFILL OPTIONS STORMTRAP SYSTEM INFORMATZON TOTAL WATER STORAGE PROV: 5,161.81 CUBIC FEET WATER STORAGE PROV: 4,506.70 CUBIC FEET (ELEV 43.70 - 47.70) STONE BASE STORAGE 40% VOIDS PROV: 655,11 CUBIC FEET (ELEV 42.70 - 43,70) UNIT HEADROOM: 4'-O" SINGLETRAP SITE SPECIFIC DESIGN CRITERIA 1. STORMTRAP UNITS SHALL HE MANUFACTURED AND INSTALLED ACCORDING TO SHOP DRAWINGS APPROVED BY THE INSTALLING CONTRACTOR AND ENGINEER OF RECORD. THE SHOP DRAWINGS SHALL INDICATE SIZE AND LOCATION Of ROOF OPENINGS AND INLET/ OUTLET PIPE TYPES, SIZES, INVERT ELEVATIONS AND SIZE OF OPENINGS. 2. COVER RANGE: MIN. 1 ,05' MAX, 7'-0" CONSULT STORMTRAP FOR ADDITIONAL COVER OPTIONS, 3. ALL DIMENSIONS AND SOIL CONDITIONS INCLUDING BUT NOT LIMITED TO GROUNDWATER AND SOIL BEARING CAPACITY ARE REQUIRED TO BE VERIFIED IN THE FIELD BY OTHERS PRIOR TO STORMTRAP INSTALLATION. 4. FOR S71RUC7URAL CALCULATIONS THE GROUND WATER TABLE IS ASSUMED TO BE BELOW INVERT OF SYSTEM IF WATER TABLE IS DIFFERENT THAN ASSUMED, CONTACT STORMTRAP. SEE SHEET 4.0 FOR _-_-_-_- --- - _------_ -- _---- ,--- - - - _-_-_-_-- 7' 0" BACKFILL SPECiFiCAT1ONS 1.115'--_-_-_-_-_----_�s>-_--.-__ ____-_4-_�__ -_-_�- -- - - -- ------------------- 5" ------------- ---- TOS - 4J3,20 INSIDE HEIGHT = 47.70 I4'-0' SINGLETRAP SYSTEM INVERT - 43.70 ELEV 42.70 MIN,4000 PSF BEARING CAPACITY TO BE VERIFIED IN FIELD BY 3" CRUSHED ANGULAR STONE 2'--0" MIN. EXTENSION OTHERS WITH NO FINES (SEE SHEET 4.0) BEYOND PERIMETER OF ONEY STORMTRAP MODULES WITH"No Fins (SEE CRUSHED USHEET LAR Td 0) 4'-0" SINGLETRAP 1. STORMTRAP SHALL BE INSTALLED IN ACCORDANCE WITH ASTM C891 STANDARD PRACTICE FOR INSTALLATION OF UNDERGROUND PRE -CAST CONCRETE UTILITY STRUCTURES. THE FOLLOWING ADDITIONS AND/OR EXCEPTIONS SHALL APPLY: 2. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT PROPER/ADEQUATE EQUIPMENT IS USED TO SET/INSTALL THE MODULES. 3. THE AGGREGATE FOUNDATION HAS BEEN DESIGNED BASED ON THE FOLLOWING ASSUMPTIONS. THESE ASSUMPTIONS WILL NEED TO BE VERIFIED BY A GEDTECHNICAL ENGINEER WHICH WILL NEED TO BE EMPLOYED BY THE OWNER, 3.1. A QUALIFIED GEDTECHNICAL ENGINEER WILL BE EMPLOYED, BY OWNER, TO PROVIDE ASSISTANCE IN EVALUATING THE EXISTING SOIL CONDITIONS BELOW THE PROPOSED ENGINEERED STONE FOUNDATION, IF A STONE FOUNDATION DESIGN IS TO BE USED, THE REARING PRESSURE OF THE SOILS SEI-OW THE STONE WILL NEED TO MEET OR EXCEED ALLOWABLE CAPACITY. IF THIS 15 NOT POSSIBLE. THE STONE FOUNDATION MAY NOT BE AN OPTION FOR THIS LOCATION. 3.2. A QUAL.IFkED GEDTECHNICAL ENGINEER WILL BE EMPLOYED, BY OWNER, TO EVALUATE A SOURCE OF STONE AGGREGATES THAT WILL BE PLACED ON PROPERLY COMPACTED SOILS (SEE SHEET 1-0 FOR SOIL. BEARING CAPACITY REQUIREMENTS). THE AGGREGATE BASE COURSE FOR WHICH THE STORMTRAP SYSTEM WILL BEAR DIRECTLY ON SHALL CONSIST OF A 3" THICK BED OF J" DIAMETER ANGULAR STONE, WELL COMPACTED AND SEATED. WITH NO FINES. AND A V-3" THICK BED OF 3" DIAMETER STONE AGGREGATE (SEE SHEET 4.O FOR FURTHER DESCRIPTION/EXPLANATION). PLEASE NOTE THAT THESE ARE ONLY MINIMUM RECOMMENDATIONS AND A QUALIFIED GEDTECHNICAL ENGINEER SHALL BE USED TO DETERMINE THE EXACT REQUIREMENTS FOR THE LOCATIONS THAT THE STORMTRAP SYSTEM IS TO BE LOCATED. 3.3. THE CONTRACTOR SHALL REMOVE ANY AND ALL EXPANDABLE OR COLLAPSIBLE SOILS AT THE DIRECTION OF A QUALIFIED GEDTECHNICAL ENGINEER. 3.4. THE AGGREGATE FOUNDATION SHALL BE INSTALLED SUCH THAT THE AGGREGATE EXTENDS A MINIMUM OF 2'-C" PAST THE OUTSIDE OF THE SYSTEM (SEE DE7AIL 1). 3.5. THE J" AGGREGATE SHALL BE COMPACTED USING A VIBRATING ROLLER WITH ITS' FULL DYNAMIC FORCE APPLIED TO ACHIEVE A FLAT SURFACE. 3.6. DISK, DRY AND COMPACT THE 70P $- OF THE SUBGRADE SOILS TO 95% OF THE STANDARD DRY DENSITY AND 110% OPTIMUM MOISTURE CONTENT. 3.7. AGGREGATE SHALL BE GRADED WITHIN OF THE GRADE SHOWN ON THE PLANS. 3.8. MINIMUM SOJL REARING CAPACITY LISTED ON SKEET 1.0 SHALL BE VERIFIED IN FIELD BY 07HERS. 4. THE STORMTRAP MDDULES SHALL. BE PLACED SUCH THAT THE MAXIMUM SPACE BETWEEN ADJACENT MODULES DOES NOT EXCEED J" (SEE DETAIL 2). IF THE SPACE EXCEEDS I", THE MODULES SHALL BE RESET WITH APPROPRIATE ADJUSTMENT MADE TO LINE AND GRADE TO BRING THE SPACE INTO SPECIFICATION. 5, STORMTRAP MODULES ARE NOT WATERTIGHT, IF A WATERTIGHT SOLUTION IS REQUIRED, CONTACT S70RMTRAP FOR RECOMMENDATIONS. THE WATERTIGHT APPLICATION IS TO BE PROVIDED AND IMPLEMENTED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT THE SELECTED WATERTIGHT SOLUTION PERFORMS AS SPECIFIED BY TKE MANUFACTURER. 6. ALL EXTERIOR JOINTS BETWEEN ADJACENT STORMTRAP MODULES SHALL BE SEALED WITH 8" WIDE PRE -FORMED, COLD -APPLIED, SELF -ADHERING ELASTOMERIC RESIN, BONDED TO A WOVEN , HIGHLY PUNCTURE RESISTANT POLYMER WRAP, CONFORMING TO ASTM C891 AND SHALL BE INTEGRATED WITH PRIMER SEALANT AS APPROVED BY STORMTRAP (SEE DETAILS 3 do 4). THE JOINT WRAP DOES NOT PROVIDE A WATERTIGHT SEAL. THE SOLE PURPOSE OF THE JOINT WRAP IS TO PROVIDE A SILT AND SOIL TIGHT SYSTEM. THE ADHESIVE EXTERIOR JOINT WRAP SHALL BE INSTALLED ACCORDING TO THE FOLLOWING INSTALLATION INSTRUCTIONS: 6.1. USE A 13RUSH OR WET CLOTH TO THOROUGHLY CLEAN THE OUTSIDE SURFACE AT THE POINT WHERE THE JOINT WRAP IS TO 9E APPLIED. 6.2. A RELEASE PAPER PROTECTS THE ADHESIVE SIDE OF THE JOINT WRAP. PLACE THE ADHESIVE TAPE (ADHESIVE SIDE DOWN) AROUND THE STRUCTURE, REMOVING THE RELEASE PAPER AS YOU GO, PRESS THE JOINT WRAP FIRMLY AGAINST THE STORMTRAP MODULE SURFACE WHEN APPLYING. 7. IF THE CCNTRACTOR NEEDS TO CANCEL ANY SHIPMENTS, THEY MUST DO SO 48 HOURS PRIOR TO THEIR SCHEDULED ARRIVAL AT THE JOB SITE. IF CANCELED AFTER THAT TIME. PLEASE CONTACT THE PROJECT MANAGER. 8. IF THE STORMTRAP MODULE(S) IS DAMAGED IN ANY WAY PRIOR, DURING, OR AFTER INSTALL, STORMTRAP, MUST BE CONTACTED IMMEDIATELY TO ASSESS THE DAMAGE AND TO DETERMINE WHETHER OR NOT THE MODULE(S) WILL NEED TO BE REPLACED- IF ANY MODULE ARRIvES AT THE JOBSITE DAMAGED DO NOT UNLOAD IT: CONTACT STORMTRAP, IMMEDIATELY. ANY DAMAGE :VDT REPORTED BEFORE THE TRUCK IS UNLOADED WILL BE THE CONTRACTOR'S RESPONSIBILJTY- 9. STORMTRAP MODULES CANNOT BE ALTERED IN ANY WAY AFTER MANUFACTURING WITHOUT WRITTEN CONSENT FROM STORMTRAP. S" WIDE JOINT WRAP (SEE NOTE 6) 13" WIDE JOINT W (SEE NOTE TOP QF STORMTRAP DETAIL 4 DETAIL 2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 DETAIL 1 StormTmpe rom LMM A& (amwJJ romow" 1287 W NDHAM PAfiMY ROhEOVI LLE, I L 50"S P:915-941-d549 / 17:331-318-5347 ENGINEER INFORMATION: S6&0 ENGINEERING 3990 RUFFIN RD #120 SAN DIEGO, CA 92123 858-560-1141 PROJECT INFORMATION: VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY EVI DATE: I ISSUED FOR: BYNI z� 110/75/20211 PRELIMINARY KL 1 SCALE: NTS SHEET TITLE: SINGLETRAP DESIGN CRITERIA SHEET NUMBER: 100 rmTmpe rAMM LOM Ak I+mr,/19UIwIIvw,OpAA!ULMj 1287 `ANDHAM PARMY ROhECY LLE. IL 60445 P$i5-941-d549 / F-331-318-5347 ENGINEER INFORMATION: SB&0 ENGINEERING 3990 RUFFIN RD #120 SAN DIEGO, GA 92123 858-560-1141 PROJECT INFORMATION: VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY REV. DATE: ISSUED FOR: BOWN 1 10/25/2021 PRELIMINARY KL SCALE: NTS SHEET TITLE: AGGREGATE BASE SINGLETRAP (DEPTH VARIES) INSTALLATION SPECIFICATIONS 1VERHANG 40TE 3) SHEET NUMBER: 300 AS -BUILT APPROVALS STEVEN WILLIAM SCHAUB DATE PRINCIPAL ENGINEER DATE 81LL OF MATERIALS oTY. Urr lY� DESCRIPTION wel�Hr 0 I 4'-0" SINGLETRAP D 3 II 4'-C" SINGLETRAP 16802 Q !II 4'--0" SINGLETRAP 0 6 IV 4'-0" SINGLETRAP 15104 0 VII 4'-0" SINGLETRAP 0 4 SPIV 4'-0" SINGLETRAP VARIE3 0 4 T2 PANEL T4 PANEL 6" THICK. PAANfL THICK PANEt 0 223fi 0 T7 PANEL _6" "THICK PANEL. 0 150' PER ROLL 3 JOINTWRAP O 1,10114TTAPE 14.5' PER ROLL TOTAL PIECES = 13 TOTAL PANELS = 4 HEAVIEST PICK WEIGHT = 16,802 21' LOADING DISCLAIMER: STORMTRAP IS NOT DESIGNED TO ACCEPT ANY ADDITIONAL LOADINGS FROM NEARBY STRUCTURES NEXT TO OR OVER THE TOP OF STORMTRAP. IF ADDITIONAL LOADING CONSIDERATIONS ARE REQUIRED FOR STRUCTURAL DESIGN OF STORMTRAP, PLEASE CONTACT STORMTRAP IMMEDIATELY, THE STORMTRAP SYSTEM HAS NOT BEEN DESIGNED TO SUPPORT THE ADDITIONAL WEIGHT OF ANY TREES. FURTHERMORE, THE ROOTS OF THE TREES MUST BE CONTAINED TO PREVENT FUTURE DAMAGE TO THE S70RMTRAP SYSTEM, STORMTRAP ACCEPTS NO LIABILITY FOR DAMAGES CAUSED BY TREES OR OTHER VEGETATION PLACE AROUND OR ON TOP OF THE SYSTEM. SEDIMENT/SAND FILTER DISCLAIMER: IF THE SEDIMENT AND SAND FILTER MODULES WITHIN THIS SYSTEM ARE REQUIRED T4 BE SEALED TO PREVENT SAND AND/OR PRE-TREATED WATER FROM MIGRATING INTO ADJOINING MODULES, IT IS THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO ENSURE THAT THOSE MODULES ARE SEALED. DESIGN CRITERIA S#ormTrap ALLOWABLE0. 5 MAX GRACE - 50 ALLOWABLE MIN GRADE = 49,25 INSIDE HEIGHT ELEVATION =47.70 mUHlsUMAr J/90R4WM SYSTEM INVERT =43.70 NOTES: 1287 WINDl-AM PARKWAY 1. DIMENSIONING OF STORM7RAP SYSTEM SHOWN BELOW ALLOW FOR A 3/4" RCAECMLLE. IL 60445 GAP BETWEEN EACH MODULE. P$15--941-A" / F:331-318-SU7 2. ALL DIMENSIONS TO BE VERIFIED IN THE FIELD BY OTHERS. ENGINEER INFORMATION: 3. SEE SHEET 3.0 FOR INSTALLATION SPECIFICATIONS. 4. SP - INDICATES A MODULE WaH MODIFICATIONS. S. P - INDICATES A MODULE WITH A PANEL ATTACHMENT. 6. CONTRACTORS RESPONSIBILITY TO ENSURE CONSISTENCY/ACCURACY TO FINAL ENGINEER OF RECORD PLAN SET. J. IF A WATERTIGHT SOLUTION 15 REQUIRED FOR THIS OUTLET CONTROL STRUCTURE, ALL EXTERIOR COLD JOINTS. INCLUDING JOINT BETWEEN TOP AND BASE MODULES. BETWEEN TOP ,AND BASE OF PROJECT INFORMATION: ADJOINING SYMONS WALLS. AND JOINTS BETWEEN MODULE AND ADJACENT END PANELS WILL BE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO PROVIDE AND INSTALL T#1E WATERTIGHT APPLICATION PER THE EOR'S SPECIFICATION. Spiv -9�" SPIV 1V IV SPIV II II II I! I I ! spiv I i IL-:_J I F_ !! I !I I IV IV Iv INT. DATE PLANS PREPARED UNDER SUPERVISION OF JBLIC WORKS DATE: PLANNING R.C.E. NO.: - REVIEWER INSPECTOR STEVEN WILLIAM SCHAUB EXP.: - ENGINEERING DIVISION APPROVALS M DED: APPROVED: Jill T. UMSTZIC aI`Il. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE 0.1JTLET CONTROL STRUCTIURE 0.5 "0 ORIFICE @ ELEV 44.6 36"W X fi"H OVERFLOW WEIR 0 ELEV 47.20 (SEE NOTE 7) VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY kv DATES I ISSUED FOR: WN zh 110/25/2021 1 PRELIMINARY 1 KL SCALE: NTS SHEET TITLE: SINGLETRAP LAYOUT DETAILS SHEET NUMBER: 200 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT BMP DETAILS / STORM DRAIN TANK DETAILS FOR: 1967 VULCAN AVENUE - ENCINITAS, CA WERMERS PROPERTIES APN 216-052-01-00 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 9/13/2022 D I Qw. R.T 811 DRAWING NO. LDEV-017922- 2021 SHEET 16 OF 21 0 W H U) N W Z N Q O rn = Q rUa. Z _ � bEO Z u_ CO 00�LOLO m cb m Q Ln in U) cM U) 00 00 s= L c>3 s� E C7 06 6 n Ln CD n N M 0 LO r� U CL 0 M 0 'w Q Z Q U J :D M C) LO 75 co co N N O CV 0 M 00 6 STORMTRAP MODULE LIFTING INSTALLATION NOTES 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL (4) CHAINS/CABLES ARE SECURED PROPERLY TO THE LIFTING ANCHORS AND IN EQUAL TENSION WHEN LIFTING THE STORMTRAP MODULE (SEE RECOMMENDATIONS 2 R 3)., 2. MINIMUM 7'-0'° CHAIN/CABLE LENGTH TO BE USED TO LIFT STORMTRAP MODULES (SUPPLIED BY CONTRACTOR). 3. CONTRACTOR TO ENSURE MINIMUM LIFTING ANGLE IS 6W FROM TOP SURFACE OF STORMTRAP MODULE, SEE DETAIL. 4_ IT IS UNDERSTOOD AND AGREED THAT AT ALL TIMES DURING WHICH HOISTING AND RIGGING EQUIPMENT IS BEING SUPPLIED TO THE PURCHASER, OPERATOR OF SUCH EQUIPMENT SHALL 6E IN CHARGE OF HIS ENTIRE EQUIPMENT AND SHALL .AT ALL TIMES BE THE JUDGE OF THE SAFETY AND PROPERTY OF ANY SUGGESTION TO HIM FROM THE SELLER, ITS AGENTS OR EMPLOYEES. PURCHASER AGREES TO SAVE, INDEMNIFY AND HOLD HARMLESS SELLER FROM ALL LOSS, CLAIMS, DEMANDS OR CAUSES OF ACTION. WHICH MAY ARISE FROM THE EXISTENCE OR OPERATION OF SAID EQUIPMENT. END PANEL LIFTING DETAIL RECOMMENDED ACCESS OPENING SPECIFICATION 1. A TYPICAL ACCESS OPENING FOR THE STORMTRAP SYSTEM ARE 2'-U" IN DIAMETER. ACCESS OPENINGS LARGER THAN 3'-0" IN DIAMETER NEED To BE APPROVED BY STORMTRAP. ALL OPENINGS MUST RETA{N AT LEAST 1'-O" OF CLEARANCE FROM THE END OF THE STORMTRAP MODULE UNLESS NOTED OTHERWISE. ALL ACCESS OPENINGS TO BE LOCATED ON INSIDE LEG UNLESS OTHERWISE SPECIFIED. 2. PLASTIC COATED STEEL STEPS PRODUCED BY M.A. INDUSTRIES PART #PS3-PFC OR APPROVED EQUAL (SEE STEP DETAIL) ARE PROVIDED INSIDE ANY MODULE WHERE DEEMED NECESSARY. THE HIGHEST STEP IN THE MODULE 15 TO BE PLACED A DISTANCE OF 1'-0" FROM THE INSIDE EDGE OF THE STORMTRAP MODULES. ALL ENSUING STEPS SHALL BE PLACED AT A DISTANCE BETWEEN 10" MIN AND 14- MAX BETWEEN THEM. STEPS MAY BE MOVED OR ALTERED TO AVOID OPENINGS OR OTHER IRREGULARITIES IN THE MODULE. 3. S70RMTRAF LIFTING INSERTS MAY BE RELOCATED TO AVOID INTERFERENCE WITH ACCESS OPENINGS OR THE CENTER OF GRAVITY OF THE MODULE AS NEEDED. 4. STORMTRAP ACCESS OPENINGS MAY BE RELOCATED TO AVOID INTERFERENCE WITH INLET AND/OR OUTLET PIPE OPENINGS SO PLACEMENT OF STEPS IS ATTAINABLE. HIGH STRENGTH 5. ACCESS OPENINGS SHOULD BE LOCATED IN ORDER TO MEET THE APPROPRIATE NON -SHRINK GROUT MUNICIPAL REQUIREMENTS. STORMTRAP RECOMMENDS AT LEAST TWO ACCESS OPENINGS PER SYSTEM FOR ACCESS AND INSPECTION. IF A PIPE IS PROPOSED AT THE SYSTEM INVERT, NOTCH PIPE T4 6. USE PRECAST ADJUSTING RINGS AS NEEDED TO MEET GRADE. STORMTRAP ALLOW PIPE INVERT TO MEET SYSTEM INVERT RECOMMENDS FOR COVER OVER 2' TO USE PRECAST BARREL OR CONE SECTIONS. (PROVIDED BY OTHERS) RECOMMENDED PIPE OPENING SPECIFICATION 1. MINIMUM EDGE DISTANCE FOR AN OPENING ON THE OUTSIDE WALL SHALL BE NO LESS THAN 2. MAXIMUM OPENING SIZE TO BE DETERMINED BY THE MODULE HEIGHT. PREFERRED OPENING SIZE 1S 0 36" OR LESS. ANY OPENING NEEDED THAT DOES NOT FIT THIS CRITERIA SHALL BE BROUGHT TO THE ATTENTION Of S70RMTRAP FOR REVIEW. 3. CONNECTING PIPES SHALL BE INSTALLED WITH A 1'-0" CONCRETE COLLAR, AND HIGH STRENGTH, AN AGGREGATE CRADLE FOR AT LEAST ONE PIPE LENGTH (SEE PIPE CONNECTION NON -SHRINK GROUT DETAIL). A STRUCTURAL GRADE CONCRETE OR HIGH STRENGTH, NON -SHRINK GROUT WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI SHALL BE HIGH STRENGTH, USED NON -SHRINK GROUT 4. THE ANNULAR SPACE BETWEEN THE PIPE AND THE HOLE SHALL BE FILLED WITH HIGH STRENGTH NON -SHRINK GROUT. RECOMMENDED PIPE INSTALLATION INSTRUCTIONS 1. CLEAN AND LIGHTLY LUBRICATE ALL OF THE PIPE TO BE INSERTED INTO STORMTRAP. 2. IF PIPE IS CUT, CARE SHOULD BE TAKEN 70 ALLOW NO SHARP EDGES. BEVEL AND LUBRICATE LEAD END OF PIPE, 3. ALIGN CENTER OF PIPE TO CORRECT ELEVATION AND INSERT INTO OPENING. NOTE: ALL ANCILLARY PRODUCTS/SPECIFICATIONS RECOMMENDED AND SHOWN ON THIS SHEET ARE RECOMMENDATIONS ONLY AND SUBJECT TO CHANGE PER THE INSTALLING CONTRACTOR AND/OR PER LOCAL MUNICIPAL CODE/REQUIREMENTS. END PANEL ERECTIONZINSTALLATION NOTES 1. END PANELS WILL BE SUPPLIED TO CLOSE DFF OPEN ENDS OF ROWS. 2. PANELS SHALL BE INSTALLED IN A TILT UP FASHION DIRECTLY ADJACENT TO OPEN END OF MODULE (REFER TO SHEET 2.0 FOR END PANEL LOCATIONS). 3. CONNECTION HOOKS WILL BE SUPPLIED WITH END PANELS TO SECURELY CONNECT PANEL TO ADJACENT STORMTRAP MODULE (SEE PANEL. CONNECTION ELEVATION VIEW). 4. ONCE CONFECTION HOOK IS ATTACHED, LIFTING CLUTCHES MAY BE REMOVED. 5. JOINT WRAP SHALL BE PLACED AROUND PERIMETER JOINT PANEL (SEE SHEET 3.0). CONNECTION HOOKS PROVIDED BY STORMTRAP AND INSTALLED BY CONTRACTOR (SEE DETAIL 6) 1 - 11 PRE HOOK CONNE( TO SEAL N SIDE CF STORMTRAP MODULE SIDE CF END PANEL PANEL CONNECTION ELEVATION VIEW PRECAST CONCRETE ADJUSTING RINGS, BARREL OR CONE SECTIONS AS NEEDED SEE RECOMMENDED ACCESS OPENING SPECIFICATION NOTE 6. (SUPPLIED BY OTHERS) NON -SHRINK ORO WALL OF STORMTRAP 1'--O" x 1'-O" CONCRETE COLLAR INLET/OUTLET PIPE T AGGREGATE CRADLE WALL OF STORMTRAP 1'-0' x 1'-0" CONCRETE COLLAR INLET/OUTLET PIPE AGGREGATE CRADLE I PIPE CONNECTION DETAIL STEP 1 STEP 2 DETAIL 6 & COVER AS :D BY ENGINEER ED BY OTHERS) RISER / STAIR DETAIL MEETS: OPSS 1351.08.02 BNQ ASTM C-478.95o ASTM D4-101.9Sb AASHTO M-199 ASTM 4A-1S V-51" -101" 1'-4� STEP DETAIL Starmpe PATDM UMM Ah [+JnP.}}$Tp1�R1Rcayvalo�rl 1257 WNDFIAM PARKWAY RCI&CMLLE, iL 60446 F:$1 S- 441--4,W / F:331-318-EM7 ENGINEER INFORMATION: SB&O ENGINEERING 3990 RUFFIN RD #120 SAN DIEGO, CA 92123 858-560-1141 PROJECT INFORMATION: VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY NEVI DATE: I ISSUED FOR,. DWN i. 1 10/25/2021 1 PRELIMINARY I Kt I SCALE: NTS SHEET TITLE: SINGLETRAP INSTALLATION SPECIFICATIONS SHEET NUMBER: 381 P/7m lr3�L m: l+JrmJ ul ra:ul+hk 1 1237 WINL'MAM PARKWAY RMEMLLE, IL 613445 P:S15-441,4549 / F-.331-318-5347 ENGINEER INFORMATION: SB&O ENGINEERING 3990 RUFFIN RD #120 SAN DIEGO, CA 92123 858-560-1141 PROJECT INFORMATION: VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY REV. DATE: ISSUED FCR: OWN W/2S/2021 PREUMINARY KL SCALE: NTS SHEET TITLE: RECOMMENDED PIPE / ACCESS OPENING SPECIFICATIONS SHEET NUMBER: 5sO ZONE CHART f ZONE DESCRIPTJONS REMARKS #5 Q') STONE AGGREGATE ZONE 1 A FOUNDATION AGGREGATE (SEE NOTE 4 FOR DESCRIPTION) 3' STONE AGGREGA7E ZONE 1 B FOUNDATION AGGREGATE (SEE NOTE 5 FOR DESCRIPTION) UNIFIED SOBS CLA551FICATION ZONE 2 BACKFILL (UW. GP. SW, SIP) OR SEE BELOW FOR APPROVED BACKFILL OPTIONS ZONE 3 FINAL COVER OVERTOP MATERIALS NOT TO EXCEED r 20 �cF FILL DEPTH TRACK WIDTH MAX VEHICLE WEIGHT (KIPS) MAX GROUND PRESSURE 12" 12" 51.9 1690 psf 1 1$" 56.1 1219 psf 24" 68.1 1111 PSI` 34" 76.7 1000 psf 36" 65.0 924 sf APPROVED ZONE 2 BACKFILL OPTIONS OPTION REMARKS THE STONE AGGREGATE SHALL CONSIST OF CLEAN AND FREE DRAINING AN MATERIAL. THE SIZE OF Ti�kIS MATERIAL SHALL HAVE $G0% PASSING THE 1' SIEVE j" STONE WITH 0% TO 5% PASSING TiiE " SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM AGGREGATE NATIVE MATERIAL USING GEOFABRIC AROUND THE PERIMETER OF THE RACKFILL (ASTM SIZE 057) AS DETERMINED BY THE GEOTECHNICAL ENGINEER. IMPORTED PURE SAND IS PERMITTED TO BE USED AS BACKFILL IF TT IS CLEAN AND FREE DRAINING. THE SAND USED FOR EACKFItUNG SHALL HAVE LESS THAN 40% SAND PASSING #44 SIEVE AND LESS THAN 5S PASSING #200 SIEVE. THIS MATERIAL SHALL BE SEPARATED FROM NATIVE MATERIAL USING GEOFABRIC APOUND THE PERIMETER OF THE SAND BACKFILL. CLEAN, FREE DRAINING CRUSHED CONCRETE AGGREGATE LIATERIAL CAN BE USED AS CRUSHED BACKFILL FOR STORLITRAP'S MODULES. THE SIZE OF THIS MATERIAL SHALL HAVE 100% CONCRETE PASSING THE t' SIEVE MTN DK TO 5% PASSING THE #S SIEVE. THIS MATERIAL SHALL BE AGGREGATE SEPARATED FROM NATIVE MATERIAL USING GEOFABRIC AROUND 7 HE PERIMETER OF THE BACKFILL. STONE AGGREGATE 100% PASSING THE 1-1/2" SIEVE WITH LESS THAN 12% PASSING ROAD PACK THE #200 SIEVE (ASTIR SIZE 0467). GEOFABRIC AS PER OEOIECHNICAL ENGINEER RECOMMENDATION. GEOFABRIC/GEOTEXTILE AS REQUIRED PER APPROVED ZONE 2 BACKFILL OPTIONS. STEPPED OR SERRATED AND APPLICABLE OSHA REQUIREMENTS (SEE INSTALLATION SPECIFICATIONS) NOTE: TRACK LENGTH NOT TO EXCEED 15'-4". ONLY TWO TRACKS PER VEHICLE. BACKFILL DETAIL STORMTRAP ZONE INSTALLATION SPECIFICATIONS/PROCEDURES 1. THE FILL PLACED AROUND THE STORMTRAP MODULES MUST DEPOSITED ON BOTH SIDES AT THE SAME TIME AND TO APPROXIMATELY THE SAME ELEVATION. AT NO TIME SHALL THE FILL 1237 UNDHAM PARKWAY BEHIND ONE SIDE WALL BE MORE THAN 2'-0" HIGHER THAN THE FILL ON THE OPPOSITE RCMEWLLE. IL 6D446 SIDE. BACKFILL SHALL EITHER BE COMPACTED AND/OR VIBRATED TO ENSURE THAT BACKFILL Pg15-941-d549 F:331-31$-517 AGGREGATE/STONE MATERIAL IS WELL SEATED AND PROPERLY INTER LOCKED. CARE SHALL SE TAKEN TO PREVENT ANY WEDGING ACTION AGAINST THE STRUCTURE, AND ALL SLOPES ENGINEER INFORMATION: WITHIN THE AREA TO BE BACKFILLED MUST BE STEPPED OR SERRATED TO PREVENT WEDGING ACTION. CARE SHALL ALSO BE TAKEN AS NOT TO DISRUPT THE JOINT WRAP FROM S13&0 ENGINEERING THE JOINT DURING THE BACKFILL PROCESS. BACKFILL MUST BE FREE -DRAINING MATERIAL - SEE ZONE 2 BACKFILL CHART ON THIS PAGE FOR APPROVED BACKFILL OPTIONS. IF NATIVE 3990 RUFFIN RD EARTH IS SUSCEPTIBLE TO MIGRATION, CONFIRM WITH GEOTECHNICAL ENGINEER AND PROVIDE PROTECTION AS REQUIRED (PROVIDED BY OTHERS). #120 SAN DIEGO, CA 92123 2. DURING PLACEMENT OF MATERIAL OVERTOP THE SYSTEM, AT NO TIME SHALL MACHINERY BE 858-560-1141 USED OVERTOP THAT EXCEEDS THE DESIGN LIMITATIONS OF THE SYSTEM. WHEN PLACEMENT OF MATERIAL OVERTOP, MATERIAL SHALL BE PLACED SUCH THAT THE DIRECTION OF PROJECT INFORMATION: PLACEMENT IS PARALLEL WITH THE OVERALL LONGITUDINAL DIRECTION OF THE SYSTEM WHENEVER POSSIBLE. 3. THE F[LL PLACED OVERTOP THE SYSTEM SHALL BE PLACED AT A MINIMUM OF 6" LIFTS. AT VULCAN NO TIME SHALL MACHINERY OR VEHICLES GREATER THAN THE DESIGN KS-20 LOADING CRITERIA TRAVEL OVERTOP THE SYSTEM WITHOUT THE MlN1MUM DESIGN COVERAGE. IF TRAVEL IS NECESSARY OVERTOP THE SYSTEM PRIOR TO ACHIEVING THE MINIMUM DESIGN ENCINITAS, CA COVER, IT MAY BE NECESSARY TO REDUCE THE ULTIMATE LOAD/BURDEN OF THE OPERATING MACHINERY SO AS TO NOT EXCEED THE DESIGN CAPACITY OF THE SYSTEM. IN SOME CASES, IN ORDER TO ACHIEVE REQUIRED COMPACTION, HAND COMPACTION MAY BE NECESSARY IN CURRENT ISSUE DATE: ORDER NOT TO EXCEED THE ALLOTTED DESIGN LOADING. SEE CHART FOR TRACKED VEHICLE WIDTH AND ALLOWABLE MAXIMUM PRESSURE PER TRACK. 10/25/2021 4. FREE DRAINING AGGREGATE - 80% AGGREGATE RETAINED ON I" SIEVE MAJORITY OF AGGREGATE SIZE BETWEEN AND 1" ONLY 5% OF MATERIAL PASSI'NG #j SIEVE. ISSUED FOR: 5. FREE DRAINING. NO FINES. 3" AGGREGATE - MAJORITY OF STONE SIZE IN BETWEEN 1j' PRELIMINARY AND 3" - VERY SIMILAR TO AASHTO (#1. #2, #3, & #24) STONE AGGREGATE GRADATION. G EO FABR IC/G EOTEiCT I LE AS REQUIRED PER APPROVED ZONE 2 6ACKFILL OPTIONS. t-- cn kV] DATE: I ISSUED FOR: BWNI 1110/2M20211 PRELIMINARY I KL SCALE: NTS SHEET TITLE: SINGLETRAP BACKFILL SPECIFICATIONS SHEET NUMBER: 400 :61570 cCl z co m 06-30-2Q23 m 9/13/2022 DIGRT 811 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIUNCU ol. ur-lmvVIV 0T. UFICUNCU 6T. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENO-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: - STEVEN WILLIAM SCHAUB EXP.: - C M DID: APPROVED: I + Jill T. MIKE ST IZIC ��. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE BMP DETAILS / STORM DRAIN TANK DETAILS FOR: 1967 VULCAN AVENUE - ENCINITAS, CA WERMERS PROPERTIES APN 216-052-01-00 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS STEVEN WILLIAM SCHAUB DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 17 OF 21 0 `v LU H- U) N W z N O Q = Q Z � � CU LL O `n Z LL_ 0 00 =) LU o 0 L0L0 CO ob Q LLn LLn U) M (n 00 00 a s= 0 U C7 W C7 n N co CD ti C7 1Z C� M CD W Q z Q U J M CD Lf') Q co CD N N O N N m 0 NOTES: 1. THE APPROVED GEOWEB SHALL BE PRESTO GEOWER (GW30Y3). THE OEOWES NOMINAL DIMENSIONS SHALL BE 9—FT x 25—FT. 2. THE CONCRETE SPLASH PAD AND GEOWEB SHALL BE INSTALLED PRIOR TD INSTALLATION OF THE STORMTRAP MODULES. 3. THE GEOWER INFILL MATERIAL SHALL BE #5 AGGREGATE. 4. THE CONCRETE SPLASH PAD SHALL BE INSTALLED WITHIN THE GEOWER AND IS REQUIRED AT ALL PIPE ENTRY LOCATIONS. 5. THE GEOWEB EDGE SHALT. BE INSTALLED 1—FT BEYOND THE OUTER PERIMETER OF THE STORMTRAP SYSTEM. 6. THE GEOWER LONGITUDINAL DIMENSION (25—FT) SHALL BE INSTALLED PARALLEL TO THE STORMTRAP LEGS. 7. THE CONCRETE SPLASH PAD AND GEOWEB SHALL BE CENTERED AT THE PIPE PENETRATION - a. REFER TO SPLASH PAD LAYOUT FOR CONCRETE SPLASH PAD DIMENSIONS. 9. IF ANY PRODUCT OTHER THAN PRESTO GEOWEB ISTO BE INSTALLED, THE PRODUCT MANUFACTURER IS REQUIRED TO SUBMIT A LETTER STATING THAT THE PRODUCT IS EQUAL OR BETTER THEN PRESTO GEDWEB, BOTH IN PERFQRK4ANCE AND IN STRUCTURAL CAPACITY. 10. ALL GEOWEB AND SPLASH PADS TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. II. A CONCRETE SPLASH PAD IS REQUIRED AT ANY ACCESS OPENING THAT HAS AN OPEN GRATE FOP DRAINAGE. THE CONCRETE SPLASH PAD SHALL EXTEND BETWEEN THE UNIT LEG WALLS AND 3'-0" FROM THE CENTERLINE OF THE OPENING ON BOTH SIDES UNLESS SPECIFIED OTHERWISE ON THE SPLASH PAD LAYOUT. GEOWEB IS NOT REQUIRED UNDER ACCESS OPENINGS. SPLASH PAD CONFIGURATION ACCESS OPENI CONC RE SPLASH P STORMTR MODL STORMTR INTERIOR WA AGGREG. FOUNDATION PENETRATION CONCRETE SPLASH PAD PIPE PENETRATION GEOWEB GEOWEB CONCRETE SPLASH PAD GEOWEI3 W/CONCRETE SPLASH PAD (SEE NOTE 4) GEOWEB W/AGGREGATE FILL (SEE NOTE 3) x SPLASH PAD DETAIL 3- AGGREGATE (SEE SHEET 4.0) STORMTRAP I INTERIOR Y4ALL DISTANCE STOORMTRAWALL BETWEEN LEGS PRESTO GE OWES SPLASH PAD & GEOWEB (cw3av3 (BY OTHERS PLAN VIEW - SIDE WALL 2x PfPE (DIAMETER (2'-0" MIN) I PIPE DIAMETER 2X PfPE (DIAMETER (2'-0" MIN) I STORMTRAP MODULE CONCRETE SPLASH PAD (BY OTHERS) ----------- PRESTO GEOWEB OW30V3) (SUPPLIED AND INSTALLED BY OTHERS) ---------- AGGREGATE BASE (BY OTHERS) PIPE (BY OTHERS) PIPE (BY OTHERS) SPLASH PAD ELEVATION AGGREGATE BASE (BY OTHERS) STORMTRAP I PANEL i I STORMTRAP �' if STORMTRAP WALL WALL Sx PIPE DIAMETER (4'—O" MIN) PRESTO GEDWEB s y (GW3OV3 (BY OTHERS SPLASH PAD & GEOWEB PLAN VIEW - END PANEL StormMoapo PA7D(M U9 D PP {�111FJI 9AAIHP.G7M+aA1EM1 1287 W1 N DFIAM PARKWAY R'OMDOVILLE, IL 613446 P:8I_" 4T-,45Q / F:331-318-5347 ENGINEER INFORMATION: SB&O ENGINEERING 3990 RUFFIN RD #120 SAN DIEGO, CA 92123 858-560-1141 PROJECT INFORMATION: VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY REV] DATE: I ISSUED FOR: �wN 1110f25/m11 P'AELIMINARY KL SCALE: SHEET TITLE: SPLASH PAD & GEOWEB DETAILS SHEET NUMBER: 600 TYPE II NOTES: 1. OPENING LOCATIONS AND SHAPES MAY VARY. 2. SP - INDICATES A MODULE WITH MODIFICATIONS. 3. P - INDICATES A MODULE WITH A PANEL ATTACHMENT. A. POCKET WINDOW OPENINGS ARE OPTIONAL. TYPE TYPE IV. END PANEL StormMoapo R WS UM M1 [IRiPJIa'1Ai+RIP.U%,IM.iDrt] 1237 VdNDI-KM PARKMY ROtiECVILLF, IL BD446 P:815-941-4549 / F:331-318-5347 ENGINEER INFORMATION: SI3&0 ENGINEERING 3990 RUFFIN RD #120 SAN DIEGO, CA 92123 858-560-1141 PROJECT INFORMATION- VULCAN ENCINITAS, CA CURRENT ISSUE DATE: 10/25/2021 ISSUED FOR: PRELIMINARY REVJ DATE: I ISSUED FOR: z 110/25/20211 PRELIMINARY KL SCALE: NT5 SHEET TITLE: SINGLETRAP MODULE TYPES SHEET NUMBER: 700 ti r0P6-30-2023 570 c z � � m m 9/13/2022 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU oT. Uf[FiVVIV or. oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: - STEVEN WILLIAM SCHAUB EXP.: - M Du APPROVED: �� Jill T. IKE ST IZIC amTON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE I BMP DETAILS / STORM DRAIN TANK DETAILS FOR: 1967 VULCAN AVENUE - ENCINITAS , CA WERMERS PROPERTIES APN 216-052-01-00 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS STEVEN WILLIAM SCHAUB DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 18 OF 23 O N W I- 0 N W Z N Q O O = Q UaLL ZLL _ ti O Ln Z LL 00 O i 06 O i°° 00 00 OW Q LLI) L�f) fn co (n 00 00 PROFILE ti RETAINING WALL "A" SCAM 1 " = 20(H). 1 a = 4(V) NOTE: 3EE SHEETS 10 AND 11 FOR RETAINING WALL "A" 'LAN VIEW. SEE SHEET 23 STRUCTURAL DETAIL 2. PROFILE ti RETAINING WALL "B" AND "C" SCALD' 1' = 20ft 1" = 4(V) NOTE: SEE SHEETS 9 AND 11 FOR RETAINING WALL "B" AND "C" IN PLAN VIEW. FOR RETAINING WALL "B" REFER TO STRUCTURAL DETAIL 2 ON SHEET 23. FOR RETAINING WALL "C" REFER TO SDRSD C-3 HEREON. DIG 811 2. 00' 0.67' r 1.25' —SUBDIVISION BOUNDARY 3"--] i Mv ° 1.04'LA� +I 16„ MIN. 0.7' o rYj ° A TRI UM GRA TE 1» 1 ° A I Id J a BROW DITCH I11 I I NOTE:I �6" P. V. C. STORM SEE DETAIL e FOR MORE DETAILS I 1 I DRAIN A SECTION "A -A " 9 NOT TO SCALE T� I Mortar cap CONSTRUCTION NOTES 1. FOOTING COVER IS 12" MINIMUM PER SOILS ENGINEER RECOMMENDATION. DEPTHS TO BE DETERMINED BY STRUCTURAL ENGINEER. 2. CONTRACTOR TO LEAVE 16"X8" (1 CMU) AT FINISHED GROUND TO ALLOW STORM WATER TO DRAIN TO THE BROW DITCH. GAPS SHALL BE EVERY 8 FEET OR LESS. PLAN H-B'41' , H=5'-4' , 111=3'-5' A N JAI bars 1 32" bars -2' .14 Total 2 C bars —r 0 bars Key ___r /W bars TYPICAL SECT1gN over 5'-4' 10' 3" CLR JO 12' t'A-4 0 12' I LINAT10N Horizontal reinf. not shown Layout Line x O I 00 1I 2 2' bars Mortar Cop 14 Total 2 bars TYPCk SECTION 5'-4' max bars DIMENSIONS AND REINFORCING STEEL H (max) 3`15' 5'-4' 8'-0" T (min) 4'-B. 0'--10' t'-0' W (rnin) 2'-4' 3'-2' 4'-9" 4 Bari #4032' 14032- #4032' 0 Bare # 4032' #4032' Bars #6016' Z Bars 4032' # 4016' 16016" IDBars #4 total 4 #4 total 5 14 total 6 max sail pressure 2200p!ii NOTES: S. See C-7 and C-8 for add;tional notes and details. 2. Fifl oll block cells with grout. Revision Ht Approved Date SAN DIEGO REGIONAL STANDARD DRAWING ORIGINAL Kercheval LLZ5 Add Metric T, Stanton 03/03 [Weld Wrk S.S. T- Shell 03/11MASONRY RETAINING WALL TYPE 3 ILEVEL BAOKFILLI REODIrIMENDED 0 r THE S" DrEO REGIONAL STANDARDS COMM17EE E1 �, 71WI art !Irpersan R.C-E- 19246 Date DRAWING C-3 NUMBER GRAPHIC SCALE 20' 0 20' 40, 60' /RUr U_ ,0/ Nq V l� �� R. U S,9 � �Z� ==3&L Z 0 �, Z z a N o. 44171 m — X PLANNING ENGINEu 1-7 SURVEYING * C/VIA- 3990 Ruffin Road, Suite 'I 20 �Q- rF San Diego, Ca. J2'I 23 OP C656-560-1 141 858-560-6'I 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVINCU or. UfC/'1VVI1J IDT. Ur_lCUnCU 61. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. J.K. K.C./T.P. i P.R.S. DESCRIPTION: N DRAINAGCITY OF E BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 f�� C.E. NO.: 44171 rt I cK K. �HrIIvtJ EXP.: 6-30-23 M DED: APPROVED: �+ Jill T. MICHAEL STRIZIC �f11. TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE RETAINING WALLBRASS 1967 N. VULCAN AVENUE ENCINITAS CA PROFILES FOR: WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO.: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922- 2021 PUBLIC WORKS PETER R. SAFINO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 19 OF 23 EROSION CONTROL NOTES 1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. 2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWING OVER THE CREST OF SLOPES. 3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS APPROPRIATE TO BLEND WITH THE SURROUNDING TOPOGRAPHY. 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1 ALL CUT AND FILL SLOPES SHALL BE STABILIZED WITH A HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS BETWEEN OCTOBER 1 AND APRIL 15. APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND THE EXPOSURE OF CUT SLOPES AND/OR THE CREATION OF EMBANKMENT SLOPES. 5. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS. 6. SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN EXCESS OF 27. AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. 7. THE DEVELOPER TO MAINTAIN THE PLANTING AND EROSION CONTROL MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF THE SAME BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND SILT DESILTING BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF AND SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. HYDROSEED AND PERMANENT LANDSCAPING PER CITY OF ENCINITAS ENGINEERING DESIGN MANUAL — 3.505 HYDROSEEDING SHALL BE APPLIED TO SLOPES STEEPER THAT 6: 1 HORIZONTAL TO VERTICAL THAT ARE GREATER THAN THREE FEET HIGH IN FILL AREAS AND GREATER THAN FIVE FEET HIGH IN CUT AREAS. THE HYDROSEED MIX USED SHALL CONTAIN THE INGREDIENTS IN THE QUANTITIES SPECIFIED ON THE TITLE SHEET. IF THERE IS A POTENTIAL THAT A PAD MAY REMAIN VACANT FOR A PERIOD OF TIME, A NOTE SHALL BE ADDED TO THE GRADING SHEET TO SPECIFY THAT "IF PADS ARE LEFT TO REMAIN VACANT FOR A PERIOD OF THREE MONTHS OR MORE, OR AT THE DISCRETION OF THE CITY ENGINEER, THE ENTIRE PAD SHALL BE H YDROSEEDED ". STRAW MAT MAY BE REQUIRED IN ORDER TO STABILIZE EROSIVE AREAS UNTIL THE HYDROSEED ESTABLISHES. IRRIGATION SHALL BE PROVIDED TO ALLOW ESTABLISHMENT OF THE HYDROSEED AND SHALL BE SPECIFIED ON THE GRADING PLAN. PERMANENT LANDSCAPING AND/OR SURFACE PROTECTION SHALL BE PROVIDED TO ENSURE LONG—TERM EROSION CONTROL TO THE SATISFACTION OF THE CITY ENGINEER. HYDROSEEDING PROCEDURES 4.4-1 SEED MIXES SHALL BE SPECIFIED BY THE PURE LIVE SEED OF EACH SPECIES. 4.4-2 FIBER MULCH SHALL BE APPLIED AT A MINIMUM RATE OF 2,000 POUNDS PER ACRE EXCEPT WHEN USED IN CONJUNCTION WITH STRAW MULCH, WHEN IT SHALL BE APPLIED AT A MINIMUM RATE OF 400 POUNDS PER ACRE. 4.4-3 A WETTING AGENT CONSISTING OF 95 PERCENT ALKYL POLYETHYLENE GLYCOL ETHER SHALL BE APPLIED AS PER "MANUFACTURERS" RECOMMENDATIONS. 4.4-4 EQUIPMENT USED FOR THE APPLICATION OF SLURRY SHALL HAVE A BUILT—IN AGITATION SYSTEM TO SUSPEND AND HOMOGENEOUSLY MIX THE SLURRY. THE SLURRY MIX SHALL BE DYED GREEN. THE EQUIPMENT MUST HAVE A PUMP CAPABLE OF APPLYING SLURRY UNIFORMLY. INTERIM BINDER NOTE GRADED, DISTURB, OR ERODED AREAS TO BE TREATED WITH A NON —IRRIGATED HYDROSEED MIX SHALL RECEIVE AND INTERIM BINDER/TACKIFIER AS NEEDED BETWEEN APRIL 2ND AND AUGUST 31ST FOR DUST —EROSION CONTROL WITH SUBSEQUENT APPLICATION OF HYDROSEED MIX DURING RAINY SEASON BETWEEN OCTOBER 1ST AND APRIL 1ST. DIG 811 A 20 FILTER FABRIC NOT TO SCALE SEE SHEET 13 (1.2m) FIBER ROLLS MUST BE PLACED / ALONG SLOPE CONTOURS 7.5' Sj (RISK L 1" TO 3" COARSE AGGREGATE ADJACENT ROLLS SHALL TIGHTLY ABUT SEDIMENT, ORGANIC MATTER, AND NA TI VE SEEDS ARE CAPTURED BEHIND THE ROLLS. � 3"-5" (75-125mm) NOTE: 1. FIBER ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING OF THE ROLL IN A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. 1" X 1" STAKE (25 x 25mm) DETAIL - FIBER ROLLS NOT TO SCALE )" DIA. 250mm) FIBER ROLL NOTES CONSTRUCTION STANDARDS AND SPECIFICATIONS: • PREPARE THE SLOPE BEFORE THE WATTLING PROCEDURE IS STARTED. • SHALLOW GULLIES SHOULD BE SMOOTHED AS WORK PROGRESSES. • DIG SMALL TRENCHES ACROSS THE SLOPE ON CONTOUR, TO PLACE ROLLS IN. THE TRENCH SHOULD BE DEEP ENOUGH TO ACCOMMODATE HALF THE THICKNESS OF THE ROLL. WHEN THE SOIL IS LOOSE AND UNCOMPACTED, THE TRENCH SHOULD BE DEEP ENOUGH TO BURY THE ROLL 213 OF ITS THICKNESS BECAUSE THE GROUND WILL SETTLE. • IT IS CRITICAL THAT ROLLS ARE INSTALLED PERPENDICULAR TO WATER MOVEMENT, PARALLEL TO THE SLOPE CONTOUR. • START BUILDING TRENCHES AND INSTALL ROLL FROM THE BOTTOM OF THE SLOPE AND WORK UP. • CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3-12 FEET APART, DEPENDING ON STEEPNESS OF SLOPE. THE STEEPER THE SLOPE, THE CLOSER TOGETHER THE TRENCHES. • LAY THE ROLL ALONG THE TRENCHES FITTING IT SNUGLY AGAINST THE SOIL, MAKE SURE NO GAPS EXIST BETWEEN THE SOIL AND THE STRAW WATTLE. • USE A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL FOR THE WILLOW OR WOODEN STAKES. • DRIVE THE STAKE THROUGH PREPARED HOLE INTO SOIL. LEAVE ONLY 1 OR 2 INCHES OF STAKE EXPOSED ABOVE ROLL. • IF USING WILLOW STAKES REFER TO LIVE STAKING B.M.P. • INSTALL STAKES AT LEAST EVERY 4 FEET APART THROUGH THE WATTLE. ADDITIONAL STAKES MAY BE DRIVEN ON THE DOWNSLOPE SIDE OF THE TRENCHES ON HIGHLY EROSIVE OR VERY STEEP SLOPES. INSPECTION AND MAINTENANCE: • INSPECT THE FIBER ROLLS AND THE SLOPES AFTER SIGNIFICANT STORMS, MAKE SURE THE ROLLS ARE IN CONTACT WITH THE SOIL. • REPAIR ANY RILLS OR GULLES PROMPTLY. • RESEED OR REPLANT VEGETATION IF NECESSARY UNTIL THE SLOPE IS STABILIZED. • REMOVE FIBER ROLL NETTING FROM SITE AFTER USE AND/OR FIBER ROLLS SHALL BE MADE WITH BIODEGRADABLE NETTING SUCH AS JUTE TO AVOID ANIMAL ENTRAPMENT. FIBER ROLL TABLE SLOPE FIBER ROLL INSTALLA TION 0-25% FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 20 FEET 25-50% FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 15 FEET 50%+ FIBER ROLLS SHALL BE PLACED AT A MAXIMUM INTERVAL OF 10 FEET Set posts and excavate a 4"x4" trench upslope along the line of posts. 4" Attach the filter fabric to 7T the polite and extend it 7TT , into the trench. 1JL Backfill and compact the excavated soil. Extension of fabric and wire into the trench. Filter Fabric ire CONSTRUCTION OF A SILT FENCE SILT FENCE NOTES: 1. POSTS FOR SILT FENCES SHALL BE EITHER 4—INCH—DIAMETER WOOD OR EQUIVALENT WITH A MINIMUM LENGTH OF 5 FEET. POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 12 INCHES). 2" DIA. WOOD OR EQUIVALENT MAY BE USED PROVIDED POST SPACING DOES NOT EXCEED 4'. 2. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 INCHES WIDE AND 4 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. J. THE FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE POST, AND 8 INCHES OF THE FABRIC SHALL EXTEND INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 4. THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE TOE OF THE FILTER FABRIC. DETAIL - TYPICAL SILT FENCE NOT TO SCALE * CONTRACTOR IS REQUIRED TO UPDATE THE EROSION CONTROL PLAN TO REFLECT ACTUAL B.M.P. LOCATIONS. zl_Q�Iu La,J1UIVq I— ` � R. S� i �� 2 zi Z z w No. 44171 M _ * * PLANNING ENGINEE�I^ Ir SURVEYING V I \- \P 3 7J0 Ruffin Road, Suite 120 9T �� San Diego, Ca. 92123 F of CA��F� 858-560-1141 858-560-61 57 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU oL- UfC/'1VVI1J or. Ur_1r_Ur\CU 01. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING N]233 J.K. K.C./T.P. P.R.S. DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 10/ 712022 �� o C.E. NO.: 44171 rc i cK K. aHriivv EXP.: 6-30-23 C NDED: APPROVED: Jill T. MICHAEL STRIZIC ��`1i . TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE EROSION CONTROL PLANS FOR: 1967 N. VULCAN AVENUE— ENCINITAS, CA WERMERS PROPERTIES APN 216-052-01-00 PUBLIC IMPROVEMENT NO.: LDEV-017924-2021 PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 LDEV-017922 2021 PUBLIC WORKS PETER R. SAFINO DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 20 OF 0 0 CV 0 N 0- CV co 0 LID M 0 W Q Z Q U J LID 0 ti 0 Q 0 N N 0 N LID a� LEGEND SYMBOL CASOA BMP# STABILIZED CONSTRUCTION ENTRANCE/EXIT ® TC-1 \\ l l CONSTRUCTION FENCE X v SILT FENCE SE-1 I I FIBER ROLLS SE-5 SAND BAGS SE-4, SE-8 GRA VEL BAGS. SE-4, SE-6 56.9 INLET PROTECTION SE-10 k 55.6 TIRE WASH ® TC— 3 DIRECTION OF FLOW R / / CRB UINLET HYDROSEED — — — — _f SD CLEANOUT W y W W W W SS-3, SS-4, SS-7 — — — — � r � � ,� I , POTENTIAL SAMPLING POINT cG7 2. �J. 9 �� i'fi 5 TEMPORARY MATERIAL MANAGEMENT BMPS CONCRETE WASHOUT (TBD BY CONTRACTOR) WM-8 CW // i�j� 0.2 MATERIAL DELI VERY/STORAGE AREA (TBD BY CONTRACTOR) WM-1, WM-2 MS � s TRASH RECEPTACLES (TBD BY CONTRACTOR) WM-5 0 / , /i/ / V CURB INLET AT SUMP HAZARDOUS WASTE STORAGE (TBD BY CONTRACTOR) WM-6 ® SANITARY FACILITIES (TBD BY CONTRACTOR) Wm-9 ® / 4 ' O SPILL PREVENTION (TBD BY CONTRACTOR) WM-4 SP / j% �,/ i 5 12y .5 /i/ / / I I I I 37.31 II 7 4 f,< � I III � Iili► i I ,I I / � / / � �/ Fo SINGLE ROW GRAVEL I I I I / IIIII/ 1 I 1 I l I BAGS (DO NO WA Y ENCROACH ) // /// /, 8 s �4 4 I ► I / Iliil II / // /�,/ - 11 2 /l� 9 10 111 111 / I I 52. eo V P� I I Ir/ I Ills I I II I I I �\ .// // // a• o 5 I�IIIIIIII j�1�111 � I I IIIII i I I I I I illlll I 6 (TYP. I I I I I BASIN 2 I I I ��//lh I� IIIII PROPOSED BLDG FOOTPRINT Ik38.) I IZit 8 9 5�3. II II I I III III � 10 I I I � IIII I I , I III I I I I I I III � I I III III � II I I I 11-1•/ I I II 1 I I I IIII �1 I IIII III 1 III I �• I / 7 I I P a a s 12 I� I I/ I ll I I I I I mx a 1 I I I I C)mm it II �I II I I I IIII Qj 5 I I .817, I III e ----------DI IX• 1 OFFSI TE GUTTER FLOW — 'I / /l / l I ► I I I II I \ I \ I + + I a LII O 3 PROVIDE FIBER ROLL AT �8 OFFSI TE (� llA i JBOUNDARY UNTIL CONCENTRATED CONCRETE DITCH RUNON811 INSTALLED lI 1 \ > Ground CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS—R1111-T APPROVALS DESIGNED BY: DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 STRUCTURE �jAT CONCRETE DITCH DAM _'� � s— \)\PER DING. CONSTRUCTION NOTES 7652—G OUTFALL _ X� _ , - / INSTALL STABILIZED CONSTRUCTION ENTRY. // / 7 rI �rUCADJA �/ 18 \ — t , 2O INSTALL SILT FENCE AT BOUNDARY PERIMETER YYA7�rR / — R LOCI TY rls7R1C7 / POSED C �� EXIST. C0\ EM��R�I CTURE 0 INSTALL FIBER ROLLS. SEE FIBER ROLL TABLE ON SHEET 1 °p/ (L7YYN R)\/ CONCRETE pIT — — � �/ ///—�, .as�CMP DITCH TO � CHARGE ��' 4O STABILIZE ALL SLOPES GREATER THAN 3' IN HEIGHT. HEADWALL / pIOSC TIO N/ (G) �5 PROVIDE INLET PROTECTION. DO NOT ENCROACH IN THE C� / STORM / \ \ II 0 45 EXIST ST RM / —� \ I I TRAVELED WAY). E AIN (TYP I O PROVIDE SINGLE ROW SAND/GRAVEL BAGS. (DO NOT 19 EMOVED J� ENCROACH IN THE TRAVELED WAY). BE �) \ ITCH TO �� / \ I O7 STREET SWEEPING. k CE ,� RE WY I �C SIL}ONG EIMI S EXIST CO C — EXIT P,E OWED p 5p �) I /^ ` O8 PAD STABILIZATION. \ 9 WIND EROSION CONTROL CASQA WE-1 ONCE BUILDING PADS ARE COMPLETE AND BEFORE FOOTING — 6_ AND FOUNDATION WORK BEGINS, STABILIZE PADS OR INSTALL EARTH BERM AT 10' FROM BUILDING LIMITS. INSTALL CONSTRUCTION FENCE. i — Ground Obsc fed , I \ 12 STREET SWEEPING AND VACUUMING (CASQA SE-7) 4 \ PROPOSED STORM DRAIN (TYP.) tp / 1 \ _ J �•o \ PAIL F410 \ 2 11 F-Hpas"O" MRSWIM �I �I OFFS/ 9 I I � RUNON CONCENTRATED DRAWN BY: CHECKED BY: INT. DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: 10/ 712022 PETER R. SARNO DATE PLANNING - C.E. NO.: 44171 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR rt i tr% K. JHr1INV EXP.: 6-30-23 1 1 I YPASS )STORM DRAIN X56.� / 1 / X 53.7/ / X/ / / BYPASS STORM DRAIN I, Pj\jl F % 10 \\ l -Prl 2/ / I / zBA SIN 1 I / I I 5 10 I I 13 _ ` k 56.2 / I BY ASS STORM DRAIN \ GRAPHIC SCALE 20' 0 20' 40' 60' WDID # 9 37C QRCFEss/pNq ■ rn Z z w a No. 44171 m ,ram / �l/� J�� 4X PLANNING ENGINEu SURVEYING PROVIDE FIBER ROLL AT * 3990 Ruffin Road, Suite 'I 20 I / 3 BOUNDARY UNTIL �y� c/ ��`P San Diego, Ca. 92123 -pc I v / pC1 CONCRETE DITCH IS F of ca��F° 656-560-1 141 INSTALLED 858-560-6'I 57 Fax ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. C NDEED. APPROVED: EROSION CONTROL 1967 N. VULCAN AVENUE— ENCINITAS CA �+ Jill T. PLANS FOR: ' LDEV-017922- MICHAEL STRIZIC a�. TON WERMERS PROPERTIES PRINCIPAL ENGINEER CITY ENGINEER APN 216-052-01-00 2021 10/13/2022 10/13/2022 PUBLIC IMPROVEMENT NO.: LDEV-017924-2021 DATE DATE PLANNING CASE NO: MULTI-003917-2020; DR-003918-2020; CDP 003919-2020 FSHEET21 OF 23 MASONRY CONSTRUCTION CONTINUOUS PERIODIC TYPE SPECIAL SPECIAL INSPECTION INSPECTION VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS X VERIFY MASONRY fm PRIOR TO CONSTRUCTION AND FOR EVERY 5,000 SQUARE FEET DURING CONSTRUCTION X AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: • PROPORTIONS OF SITE -PREPARED MORTAR X • CONSTRUCTION OF MORTAR JOINTS X • GRADE AND SIZE OF REINFORCING STEEL. X • LOCATION OF REINFORCEMENT X PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: • GROUT SPACE X • GRADE, TYPE, AND SIZE OF REINFORCEMENT AND X ANCHOR BOLTS • PLACEMENT OF REINFORCEMENT X • PROPORTIONS OF SITE -PREPARED GROUT X • CONSTRUCTION OF MORTAR JOINTS X VERIFY DURING CONSTRUCTIONS: • SIZE AND LOCATION OF STRUCTURAL ELEMENTS X • TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO X STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION • WELDING OF REINFORCEMENT X • PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40OF OR HOT WEATHER (TEMPERATURE ABOVE X 90°F) GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT X PROVISIONS OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND/OR PRISMS X CONCRETE CONSTRUCTION CONTINUOUS PERIODIC TYPE SPECIAL SPECIAL INSPECTION INSPECTION INSPECT REINFORCEMENT AND VERIFY PLACEMENT X REINFORCING BAR WELDING • VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN X ASTM A706 • INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16" X • INSPECT ALL OTHER WELDS X INSPECT ANCHORS CAST IN CONCRETE X INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS: • ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR X UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. • MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT X DEFINED AS ABOVE. VERIFY USE OF REQUIRED DESIGN MIX X PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT X TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. INSPECT CONCRETE AND/OR SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE X AND TECHNIQUES. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS X OF THE CONCRETE MEMBER BEING FORMED. NOTE: SPECIAL INSPECTIONS AND TESTS ARE NOT REQUIREE FOR CONCRETE SLAB ON GRADE WITH fc <- 2,500 psi. CONCRETE 1. CONCRETE QUALITY: SHALL BE AS SHOWN BELOW UNLESS OTHERWISE NOTED IN SOILS REPORT: CONCRETE USE STRENGTH (KSI) AT 28 DAYS SLUMP MAX. W/C RATIO MAX. AGGREGATE SIZE AGGREGATE TYPE FOOTINGS 3.0 6" 0.60 1" HARDROCK WALL PER 25/SS-1 5.0 4" 0.45 3/8" HARDROCK 2. USE fc=4500 PSI TYPE V CONCRETE WITH WATER CEMENT RATIO=0.45 IF CONCRETE IS PLACED IN SOIL WITH SEVERE OR VERY SEVERE SULFATE EXPOSURE PER CODE. 3. AGGREGATES: LIGHTWEIGHT ASTM C-330 HARDROCK ASTM C-33 4. CONCRETE COVERAGE OF REINFORCING STEEL: UNFORMED SURFACES CAST DIRECTLY AGAINST EARTH. SLABS -ON -EARTH AT C.L. SLAB ALL OTHER CONCRETE 3 INCHES FORMED AND/OR FINISHED SURFACES EXPOSED TO EARTH OR WEATHER. #5 BAR AND SMALLER 1-1/2 INCHES #6 BAR AND LARGER 2 INCHES 5. FORMS AND SHORING SHALL REMAIN UNDISTURBED AS FOLLOWS: VERTICAL SURFACES 24 HOURS FOOTINGS: 24 HOURS STRUCTURAL SLAB 10 DAYS WALLS: 7 DAYS 6. ALL REINFORCING STEEL, DOWEL, EMBEDDED HARDWARE, HOLDOWN BOLTS, STRAPS, AND POST BASES MUST BE WELL SECURED IN PROPER LOCATIONS PRIOR TO PLACING CONCRETE. REINFORCING STEEL 1. ALL REINFORCING STEEL #4 AND SMALLER ASTM A-615, GRADE 40 #5 AND LARGER ASTM A-615, GRADE 60 WELDED -WIRE FABRIC ASTM A-185 REINFORCING MARKED CONT. (CONTINUOUS) MAY BE SPLICED WITH LAPS AS SPECIFIED IN THE CODE, UNLESS OTHERWISE SPECIFIED. STRUCTURAL STEEL & METAL 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS AND THE CODE OF STANDARD PRACTICE. LICENSED FABRICATORS SHALL BE APPROVED BY THE JURISDICTION. 2. ALL STEEL EXPECT PIPE, TUBE & W ASTM A-36 PIPE ASTM A-53, TYPE E OR S, GRADE B ROUND HSS ASTM A-500, GRADE B RECTANGULAR HSS ASTM A-500, GRADE B W-SHAPE ASTM A-992 3. BOLTS • HIGH STRENGTH BOLTS ASTM A-325 • ALL OTHER BOLTS ASTM A-307 4. BOLT HOLES • MINIMUM EDGE DISTANCE AISC TABLE J3.5 • MINIMUM SPACING 3 BOLT DIAMETER • HIGH STRENGTH BOLTS FRICTION TYPE W/ CLASS A FAYING SURFACE 5. MINIMUM FILLET WELD AISC TABLE J2.4 6. ALL FIELD WELDING TO BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING. FIELD WELDERS MUST BE APPROVED BY THE JURISDICTION. 7. ALL SHOP WELDS SHALL BE PERFORMED BY A LICENSED FABRICATOR'S SHOP APPROVED BY THE JURISDICTION. 8. ALL UNEXPOSED STEEL STEEL STRUCTURES PAINTING COUNCIL SPECIFICATION 15-687. 9. EXPOSED STEEL GALVANIZED SPECIAL INSPECTION 1. REFER TO SECTION 1702 OF BUILDING CODE FOR DEFINITION OF WORDS AND TERMS. 2. OWNER'S RESPONSIBILITY THE OWNER AND THE OWNER'S AUTHORIZED AGENT, OTHER THAN THE CONTRACTOR (THE CONTRACTOR IS PERMITTED WHERE THE CONTRACTOR IS ALSO THE OWNER), SHALL EMPLOY ONE OR MORE APPROVED AGENCIES TO PROVIDE SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION ON THE TYPES OF WORK SPECIFIED BELOW AND IDENTIFY THE APPROVED AGENCIES TO THE BUILDING OFFICIAL. 3. CONTRACTOR'S RESPONSIBILITY a. NOTIFY THE SPECIAL INSPECTOR IN ADVANCE FOR INDIVIDUAL INSPECTIONS FOR ITEMS SPECIFIED ON THE APPROVED PLAN AND ITEMS LISTED IN SECTIONS 1704 AND 1705. b. RETAIN SPECIAL INSPECTION RECORDS AT JOB SITE AND PROVIDE THESE RECORDS FOR REVIEW BY THE BUILDING DEPARTMENT INSPECTOR UPON REQUEST. c. SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED IN SECTION 1704.4, TO THE BUILDING OFFICIAL AND THE OWNER OR THE OWNER AUTHORIZED AGENT PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND THE MINIMUM REQUIREMENT SPECIFIED IN CBC CHAPTER 17. 4. APPROVED AGENCY'S RESPONSIBILITY a. PERFORM ON -SITE PERIODIC AND CONTINUOUS INSPECTIONS FOR CONFORMANCE WITH THE BUILDING DEPARTMENT APPROVED PLANS AND PER THE REQUIREMENT SPECIFIED IN SECTION 1704 AND 1705. b. PERFORM PERIODIC AND CONTINUOUS INSPECTION FOR OFFSITE FABRICATION OF STRUCTURAL MEMBERS. EXCEPTION: SPECIAL INSPECTIONS ARE NOT REQUIRED FOR OFF -SITE FABRICATION WORK PERFORMED ON PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. c. MAINTAIN SPECIAL INSPECTION AND TEST RECORDS AND FURNISH RECORDS TO CONTRACTOR, OWNER AND DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. d. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTIONS. IF NOT CORRECTED IN A TIMELY MANNER, BRING TO THE ATTENTION OF THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS PRIOR TO THE COMPLETION OF THAT PHASE OF THE WORK. e. A FINAL REPORT DOCUMENTING REQUIRED SPECIAL INSPECTIONS AND TESTS, AND CORRECTIONS OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS OR TESTS, SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE OWNER OR THE OWNER'S AUTHORIZED AGENT TO THE BUILDING OFFICIAL. 5. THE FOLLOWING WORK / ITEMS, IF CHECKED, MUST BE INSPECTED / VERIFIED BY THE APPROVED AGENCIES TO ENSURE THAT THE WORKMANSHIP AND QUALITY OF WORK / ITEMS IS IN CONFORMANCE WITH THE DESIGN INTENT AND THE CORRESPONDING REFERENCED STANDARD LISTED IN CHAPTER 17 OF THE BUILDING CODE. MASONRY 1. ALL BLOCKS SHALL CONFORM TO ASTM C90, LATEST EDITION. MASONRY UNITS SHALL HAVE CURED FOR NOT LESS THAN TWENTY-EIGHT (28) DAYS WHEN PLACED IN THE STRUCTURE. PROVIDE ALL BOND BEAM UNITS, LINTELS, ETC., AS REQUIRED. USE OPEN END UNITS, U.N.O. STRENGTH (fm) SHALL BE 2,000 PSI MINIMUM. (MIN. GROUT STRENGTH = 2,000 PSI) 2. DO NOT USE CHIPPED OR CRACKED BLOCKS. IF ANY SUCH BLOCKS ARE DISCOVERED IN ANY FINISHING WALL, THEY SHALL BE PROMPTLY REMOVED AND REPLACED WITH NEW BLOCKS TO THE APPROVAL OF THE ENGINEER. 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150, TYPE 1 OR TYPE II, AND SHALL BE ENTIRELY OF ONE MANUFACTURER. 4. WATER USED FOR MORTAR AND GROUT SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNTS OF ACIDS, SALTS, ALKALI, AND ORGANIC MATERIALS. 5. SAND FOR MORTAR SHALL CONFORM TO ASTM C144 EXCEPT THAT NOT LESS THAN 3% OF THE SAND SHALL PASS THE NUMBER 100 SIEVE. SAND AND PEA GRAVEL FOR GROUT SHALL CONFORM TO ASTM C404, TABLE 1, COARSE AGGREGATE, EXCEPT WHEN OTHER GRADINGS ARE SPECIFICALLY APPROVED BY THE ENGINEER. 6. GROUT SHALL CONFORM TO TABLE 2103.12 OR TO ASTM C476. 7. MORTAR SHALL CONFORM TO ASTM C-270 AND TABLE 2103.8(1). 8. GROUT FOR PUMPING SHALL BE FLUID CONSISTENCY AND SHALL BE PROPORTIONED AS NECESSARY TO ACHIEVE THE SPECIFIED STRENGTH fm. THE MIX SHALL BE REVIEWED BY THE ENGINEER. FLUID CONSISTENCY SHALL MEAN A CONSISTENCY AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT PARTS. 9. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED IN MORTAR OR GROUT UNLESS SUBSTANTIATING DATA HAS BEEN SUBMITTED TO AND REVIEWED BY THE ENGINEER. THE USE OF ADMIXTURES IN MORTAR SHALL NOT BE PERMITTED WITHOUT REDUCING THE LIME CONTENT. THE USE OF UNCONTROLLED FIRE CLAY. DIRT. AND OTHER DELETERIOUS MATERIALS IS PROHIBITED. 10. RETEMPER MORTAR ONLY BY ADDING WATER INTO A BATCH MADE WITH THE MORTAR AND THEN CAREFULLY WORKING THE WATER INTO THE MORTAR. RETEMPERING THE MORTAR BY DASHING WATER OVER THE MORTAR SHALL NOT BE PERMITTED. ANY MORTAR OR GROUT WHICH IS UNUSED WITHIN ONE HOUR AFTER INITIAL MIXING SHALL BE REMOVED FROM THE WORK. 11. WHEN GROUTING IS STOPPED FOR A PERIOD OF ONE HOUR OR LONGER, FORM HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT POUR 1-1/2 INCHES MINIMUM BELOW THE UPPER -MOST UNIT. 12. MAXIMUM HEIGHT OF ANY GROUT POUR SHALL NOT BE GREATER THAN 5 FEET UNLESS PROPER HIGH -LIFT PROCEDURES ARE USED. 13. ALL VERTICAL WALL REINFORCEMENT SHALL HAVE DOWELS EQUAL IN SIZE EMBEDDED INTO FOOTING UNLESS NOTED OTHERWISE ON THESE PLANS. 14. PROVIDE MINIMUM 245 BARS AT ALL CORNERS, JOINTS, JAMBS AND INTERSECTIONS U.N.O. 15. MASONRY VENEER SHALL BE PER CHAPTER 14 OF THE CBC. SEE ARCHITECTURAL PLANS. 16. PROVIDE MIN. GROUT SPACE PER THE CBC. PROVIDE 1/2" MIN. GROUT BETWEEN REINFORCING BARS AND MASONRY. 17. ALL EMBEDDED ITEMS SHALL BE WITHIN ACI 307 TOLERANCES AND SUITABLE FOR THE PROPOSED FUNCTION. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY SHOWN BY ENGINEER. 18. REINFORCING SHALL BE HELD SECURELY IN PLACE PRIOR TO GROUTING. 19. LAP SPLICES IN MASONRY REINFORCING SHALL BE 48 BAR DIAMETERS. U.N.O. 20. ALL MASONARY UNITS SHALL BE LAID IN RUNNING BOND WITH FULL MORTAR HEAD JOINTS. COLUMNS, PIERS, AND ARCHES SHALL BE BONDED INTO ADJACENT WALLS WITH HORIZONTAL JOINT REINFORCING AND BOND BEAM STEEL SHALL BE CONTINUOUS. SOILS AND FOUNDATION 1. THE FOUNDATION DESIGN IS BASED ON THE REQUIREMENTS SET FORTH IN THE GEOTECHNICAL REPORT PREPARED BY: SOILS ENGINEER/GEOLOGIST: • GEOCON, INC. 6960 FLANDERS DRIVE SAN DIEGO, CA 92121-2974 • TELEPHONE: (858) 558-6159 • REPORT/PROJECT NO: G2510-42-01, DATED APRIL 16, 2020 2. A COPY OF THE SOILS REPORT MUST BE KEPT AT THE JOB SITE AT ALL TIMES. 3. THE FOLLOWING ARE THE SOIL PROPERTIES EXCERPTED FROM THE SOILS REPORT: • ALLOWABLE BEARING PRESSURE: 2,500 psf (4,000 psf MAX.) • ALLOWABLE INCREASE FOR SEISMIC LOAD: 1.33 • ACTIVE LATERAL PRESSURE (EFP): 35 psf/ft. ( DRAINED) • ACTIVE LATERAL PRESSURE (EFP): 50 psf/ft. ( DRAINED, W/ 2H:1v SLOPED BACKFILL) • ALLOWABLE PASSIVE PRESSURE: 350 psf/ft. • VERTICAL SUB GRADE MODULUS (K1): 250 psi/in. • SLIDING FRICTION COEFFICIENT: 0.35 • SOIL EXPANSION INDEX: < 50 • SEISMIC FACTOR: 15H, TRIANGULAR DIST., FOR > U RETAINED 4. THE ENGINEER OF RECORD MUST BE INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADE BY THE SOILS ENGINEER IN THE COURSE OF CONSTRUCTION. 5. ALL FOOTINGS SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS OR COMPACTED FILL. (PROVIDED BY SOILS ENGINEER). 6. ALL COMPACTED FILL SHALL BE PLACED IN AN APPROVED MANNER WITH A MINIMUM DENSITY OF 90% OF THE MAXIMUM OBTAINABLE IN ACCORDANCE WITH ASTM D 1557. 7. THE SOILS ENGINEER OR DESIGNATED REPRESENTATIVE SHALL INSPECT AND APPROVE ALL FOUNDATION TRENCH PRIOR TO PLACING REINFORCING AND/OR CONCRETE. 8. ALL RETAINING WALLS SHALL BE PROVIDED WITH DRAINAGE PER THE SOILS REPORT AND ALL DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTABLE MANNER AND IN A NON -EROSIVE DEVICE. 9. THE CONTRACTOR SHALL NOTIFY INSPECTOR PRIOR TO STARTING EXCAVATIONS OR ANY GRADING WORK. 10. EXTEND ALL EXCAVATIONS FOR FOOTINGS BELOW NATURAL GRADE AS SHOWN ON STRUCTURAL DRAWING. 11. ALL EXCAVATIONS FOR FOOTINGS MUST BE INSPECTED AND APPROVED BY INSPECTOR PRIOR TO POURING OF CONCRETE. 12. ALL FILL SHALL BE PLACED IN MAXIMUM 8" LAYERS AND COMPACTED TO 90% DENSITY TO SUPPORT FOOTINGS. PROJECT INFORMATION OWNER: BRIDGE HOUSING ADDRESS: 2202 30TH STREET SAN DIEGO, CALIFORNIA 92104 JURISDICTION: CITY OF CARLSBAD APPLICABLE CODE(S): 2019 CBC PROJECT NUMBER: 10-11209 CONTACT PRINCIPAL: BRETT KAUFMANN, S.E. CONTACT PHONE: 714.978.9780 CONTACT EMAIL: brett.kaufmann@vcastructural.cOm PROJECT DESIGN PARMETERS 1. RISK CATEGORY II 2. SEISMIC DESIGN PARAMETERS: SITE DATA Fa 1.2 1 Ss 1 1.17 1 St. 1 0.9361 I 1 1.0 1 SITE CLASS I C Fv 1 1.5 1 Si 1 0.4171 Sdt 1 0.4171 SDC I D 3. WIND DESIGN WIND SPEED 95 MPH (ULTIMATE) 74 MPH (ASD) WIND EXPOSURE EXP. C (NOTE: EXTERIOR COMPONENTS/CLADDING IS NOT DESIGNED BY E.O.R. U.N.O.) GENERAL NOTES 1. CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE CALIFORNIA BUILDING CODE, LATEST EDITION, STANDARDS REFERENCED THEREIN AND LOCAL JURISDICTION REQUIREMENTS. EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN IN THE PLANS OR SPECIFICATIONS, ALL PHASES OF WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST VERSION OF THE CBC, AS WELL AS ALL APPLICABLE LOCAL ORDINANCES. 2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, AND CONDITIONS AT THE JOBSITE, AND TO CROSS CHECK ALL DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS WITH RELATED REQUIREMENTS ON THE REST OF THE PROJECT'S CONSTRUCTION DOCUMENTS PACKAGE AND NOTIFY THE ARCHITECT AND ENGINEER OF ANY DISCREPANCIES PRIOR TO STARTING WORK. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 3. DETAIL MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. 4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 5. PRECISE DIMENSIONS AND LOCATIONS OF ALL BUILDING ELEMENTS SHALL BE BY OTHERS. 6. THE MEANS AND METHODS OF CONSTRUCTION, INCLUDING THE DESIGN, ADEQUACY AND SAFETY OF BRACING, SHORING, GUYING, AND ERECTION AS WELL AS THE SEQUENCE OF CONSTRUCTION HAVE NOT BEEN CONSIDERED BY THE E.O.R. THE ENGINEER AND HIS REPRESENTATIVES WILL NOT COVER SUCH ITEMS IN THE COURSE OF THE STRUCTURAL OBSERVATIONS. 7. THE USE OF THESE PLANS, DRAWINGS, SPECIFICATIONS, AND/OR ELEVATIONS IS RESTRICTED TO THE ORIGINAL USE FOR WHICH THEY WERE PREPARED AND FURNISHED TO THE CLIENT. PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REUSE, REPRODUCTION OR OTHER PUBLICATION BY ANY METHOD IS PROHIBITED. VCA CONSULTANTS, INC. ASSUMES NO LIABILITY FOR THE UNAUTHORIZED USE OF THESE PLANS. 8. ALL WORK OF THE CONTRACTOR, SUB -CONTACTORS, AND BUILDER SHALL CONFORM TO CURRENT GOOD PRACTICES. 9. DURING THE COURSE OF CONSTRUCTION CHANGES MAY OCCUR, THESE PLANS DO NOT REFLECT THE "AS -BUILT" PRODUCT. 10. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND: OR OBTAIN NECESSARY PERMIT FROM STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 11. GENERAL NOTES AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK OR CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATION AND SAFETY REQUIREMENTS. 12. EXCAVATION: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURE INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE REQUIREMENT OF LOCAL JURISDICTION. Structural 1845 W. Orangewood Ave., Suite 200 Orange, CA 92868 (714) 978.9780 This drawing and the design concepts are proprietary to VCA Structural and the drawing or design concepts shall not be used or reproduced in part or in whole without the express permission in writing by VCA Structural CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.F. T.D. S.F. DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC O DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: R.C.E. NO.: 63939 BRETT A. KAUFMANN EXP.: 6-30-23 C M DED: APPROVED: �I JIII T. ?41HA STRIZIC aMTON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 DATE DATE GRADING PLANS FOR: ^� 1967 N. VULCAN AVENUE ENCINITAS, CA WERMERS PROPERTIES APN 216-052-01-00 PLANNING CASE NO: MULOTI 003910712020; DR-1003918-2020; CDP 003919-2020 S-1 PUBLIC WORKS BRETT A. KAUFMANN DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET22 OF 23 0 2 Q U LID 0 N O c a) a2 CU C� 0 w C7 U Q J J w U) L0 a w U Q J J Q W 1= U) 0 U Z Q J a_ J H U H U) Q H Z_ U Z W Z Q U J 2i of LU trn 0 i N 0 N IV ao N N O N Cl) 00 0 #5@24" O.C. HORIZ. J @ CENTER >J z 8" CMU _ \ w (GROUT CELLS W/ / U REINFORCEMENT ONLY)) U) Q #5@24" O.C. VERT. g @ CENTER / \ 1 CELL (8"X8" NOMINAL) OPENING FOR DRAINAGE, NO CLOSER THAN 2'-6" 3' 3" 48" O.C. F. . #5@24" O.C. HORIZ. #5@24" O.C. HORIZ. #5@24" O.C. HORIZ. @ CENTER @ CENTER @ CENTER 8" CMU 8" CMU #5@16" O.C. VERT. (SOLID GROUT) w #5@24" O.C. VERT. (GROUT CELLS W/ X @CENTER #5@8" O.C. VERT. U @CENTER REINFORCEMENT ONLY)) @ CENTER U) C*? cD Q W 8" CMU a (SOLID GROUT) WATERPROOFING PER in a J C I GEOTECHNICAL DOWELS TO MATCH w RECOMMENDATIONS DOWELSTO-MATCH VERT. REINF. F G 0- DOWELS TO MATCH VERT. REINF. F.G. F.G. VERT. REINF. N (O DR INAGE (BY OTHERS) iV I n L . _j 12" L#5@12" SEE SAN DIEGO REGIONAL SEE SAN DIEGO REGIONAL 12" O.C. } 5@ " O. . U } Cl)#5 5@12"O.C. STANDARD DRAWING C-5 24„ STANDARD DRAWING C-01. 72" NOTCH AROUND STORM DRAIN 24 DROPS. DETAIL A/19, SB&O SHEET 19 OF 21 3 DETAIL A/11, SB&O SHEET 11 OF 21 2 DETAIL A/9, SB&O SHEET 9 OF 21 X = Ld ol Ld REINFORCEMENT DEVELOPMENT LENGTH LU w � (D ADD #5 @ 18" O.C. U W O O_ WHERE h> 8", TYP. BAR SIZE BAR LOCATION Ld 2!!m Z VERT. WALL DOWELS • I • 3000 psi 4000 psi 5000 psi 6000 psi 7 W w � REINFORCEMENT SPLICE WHERE OCCURS TOP 57 Db 51 Db 46 Db 41 Db O C° OCCUR ON SAME PLANE REINF. @ STEP FTG. TO BE Ld Ld _ < #6 BOTTOM 44 Db 39 Db 35 Db 31 Db SAME AS FTG. REINF. U.N.O. I REINF. MAY BE CONT. OR TOP 72 Db 62 Db 56 Db 50 Db Ld FTG. ADD BARS SAME SIZE & > #7 — I 1 Ld Ld SPACING AS WALL / FTG. BOTTOM 55 Db 48 Db 43 Db 38 Db ; 6 I REINF. REINF. NOTES: G TIES @ FTG. WHERE I I 1. TOP = ALL HORIZONTAL BARS W/ MORE THAN 12" OF CONCRETE CAST BELOW BARS. REINF. SPLICE SEE TABLE (Ld) OCCURS j SINGLE LAYER INTERSECTION & CORNER FACE OF CONCRETE 2. BOTTOM = ALL (HORIZONTAL) BARS W/ LESS THAN 12" OF CONCRETE CAST BELOW BARS AND FTG. REINF. Ld Ld Ld ALL OTHER BARS. N I LAP SPLICE & OFFSET U 3. Ld - DEVELOPMENT LENGTH OF BARS IN TENSION. ch • • • �' 4. TENSION LAP SPLICE LENGTH: IN PLANE BAR LAP co � • • • a. CLASS A LAP SPLICE = 1.0 x Ld COVER b. CLASS B LAP SPLICE = 1.3 x Ld CLEAR SPACING lo J 4. ALL SHEAR WALL REINF. (DRAGS, CHORDS, VERTICAL, & HORIZONTAL REINFORCEMENT) TO BE • • J U CLASS B LAP SPLICE U.N.O. �z FACE OF CONCRETE 5. REBAR LENGTHS SHOWN IN THE SCHEDULE SHALL BE INCREASED 50% WHEN COVER IS LESS a THAN 1 Db OR CLEAR SPACING BETWEEN BARS IS LESS THAN 2 Db J U 4Ld Ld 3" CLR. 1.5d MIN. 1.5d MIN. 6. WHERE NOT SHOWN ON PLAN, REINF. SPLICE MUST BE CLASS B LAP SPLICE. • • COVER DOUBLE LAYER INTERSECTION & CORNER 7. Db =BAR DIAMETER. *SEE DETAIL 6 / -FOR Ld REFER TO DETAIL 6/- FOR Ld. CLEAR COVER & SPACING 7 REINFORCEMENT DEVELOPMENT LENGTH & SPLICE FOR CONCRETE TYP. 6 STEPPED FTG. DETAIL TYP. 5 CONC./CMU WALL REINF. @ INTERSECTION 4 (Ld) - - & CORNER LO Lb No 2" MIN. 6Db P a a ° a' NO PIPE PENETRATIONS z o'o ° ° THROUGH WALL FOOTING Dao ° FOOTING SHALL BE STEPPED (0)o° 1 HOB HOOK Db SO THAT THIS DIMENSION DOES NOT COVER D D z ° ° p •TT_ EXCEED T-6" IN ANY CASE °v PER CO a 01 PLAN 4Db Db Db (3" MIN.) LOCATE PIPE TRENCHES SO THAT FOOTINGS WILL NOT D D BE UNDERMINED D w BACKFILL PER CL SOILS ENG. REQ'MENT. z SEISMIC HOOK LOOP (TIE) STIRRUP TIE way °a J Q D D lo N o w p o BOT. OF WALL. NO EXCAVTION BELOW `� O P: 2 THISTINE O 900 HOOK IL 0 �_ Q - ----° ---KA Qo o 90 135 SEISMIC a — p--�p.-- �L 0 Db = BAR DIAMETER a ° a D = BEND DIAMETER (FINISHED INSIDE) �' PLACE CONC. FILL AROUND SLEEVES �y rn D = 6Db (#3 - #8) () BEFOS. FILL POURING FOOTING RBE + STANDARD END HOOKS HOOK @ TIES / STIRRUPS (#5 & SMALLER) SHALL SAME WIDTH AS FOOTE ING NG AND 8Db (#9-#11) FULL WIDTH OF PIPE TRENCH () FOR STIRRUPS & TIES, D = 4Db FOR #5 AND SMALLER # 23 KEY, WHERE OCCURS. SLEEVE AND PENETRATE AS PER SO N CONCRETE FILL CLEARANCES. l lj�) Structural (DEEPEN LOCALLY IF NEEDED.) � 1845 W. Orangewood Ave., Suite 200 Orange, CA 92868 (714) 978.9780 This drawing and the design concepts are proprietary to VCA Structural and the drawing or design concepts shall not 10 HOOKS PER ACI 318 - TYP. g PIPES THROUGH / BELOW RET. WALL 4 8 be used or reproduced in part or in whole without the express permission in writing by VCA Structural CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BT CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.F.I T.D. S.F. DESCRIPTION: SET 2.5" CITY OF ENCINITAS BRASS DISC IN DRAINAGE BOX INLET. LOCATION: NORTHWEST CORNER OF CITY OF ENCINITAS LEUCADIA OAKS PARK ON THE WEST WEST SIDE OF RAINTREE DRIVE. RECORD FROM: NAME/NUMBER: ENC-04/1004 ELEVATION: 67.639 FEET DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER BRETT A. KAUFMANN SUPERVISION OF DATE: R.C.E. NO.: 63939 EXP.: 6-30-23 C MENDED: APPROVED: ` I Jill T. �� MICHAEL STRIZIC TON PRINCIPAL ENGINEER CITY ENGINEER 10/13/2022 10/13/2022 GRADING PLANS FOR: 1967 N. VULCAN AVENUE — ENCINITAS, CA WERMERS PROPERTIES APN 216-052-01-00 PLANNI G CASE NO: MULOTI DR1003918-2020; CDP 003919-2020 S-2 PUBLIC WORKS BRETT A. KAUFMANN DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE [SHEET23 OF 23 INSPECTOR DATE DATE 003910712020;