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2019-14321 G (Plans)RIGHT -OF -WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED " GEOTECHNICAL INVESTIGATION SAN ELIJO JOINT POWER AUTHORITY BICYCLE TRAIL, RCB CULVERT, AND NEW ADMINISTRATIVE BUILDING" PREPARED BY SCST, LLC DATED JANUARY 30, 2019, PROJECT# 180436P4 REPORT NO. 1R, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS ENGINEER, SOILS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO: 14321 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND 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 AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14 ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN 19 (CONT.) IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND /OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU "IN PLACE "), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANAL SIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MIKE KONICKE AT (760) 753 -6203 EXT. 77, 24 HOURS A DAY 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP /BMP. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, 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 OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY- APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS OWNER'S STATEMENT FOR SWPPP PROJECTS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNERS) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 14321 -G AND BY SWRCB NO. R - 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. WDID # 9 37C390358 RISK LEVEL: LEVEL 2 ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST DATE: 5/14/20 ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR SIGNATURE: OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA MICHAEL T. THORNTON FOR SAN ELIJO JOINT POWER AUTHORITY (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY EARTHWORK DATA PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT FESSio /v ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2:1 IMPERVIOUS AREA TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. MAXIMUM VERTICAL DEPTH OF CUT = 10' IMPERVIOUS AREA 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY MAXIMUM VERTICAL DEPTH OF FILL = 8_5' TO CONSTRUCTION: DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY IMPERVIOUS AREA AFTER HALT GROUND- DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE CUT = 4.000 CY FILL = 4.000 CY* CONSTRUCTION: SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY R.C.E. NO.: 75822 CAL�F� DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE *ASSUMES 10% SHRINKAGE FACTOR FOR ALL FILLS IMPERVIOUS AREA REPLACED: SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES EXPORT = 0 CY INCREASE IN IMPERVIOUS DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE REMEDIAL - 12.000 CY PER GEOTECH RECOMMENDATIONS - AREA: DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. * *DISTURBED AREA - 2.27 ACRES * *DISTURBED AREA DOES NOT INCLUDE AREA 19 AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050 5 IF HUMAN REMAINS ARE FROM MULTI -USE PATH DRAWINGS 43,186 SQFT 78.282 SQFT 43.186 SQFT 35.096 SQFT INCREASE STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. OWNER'S CERTIFICATE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE: DATE. 5/14/20 MICHAEL T. THORNTON FOR: SAN ELIJO JOINT POWER AUTHORITY FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR NOTE: SAN ELIJO JOINT POWER AUTHORITY THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE THE GRADING QUANTITIES SHOWN ABOVE ARE FOR BONDING SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE PURPOSES ONLY AND DO NOT ACCOUNT FOR VARIATIONS DUE TO OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, LOSS FROM CLEARING AND GRUBBING, STRIPPING, SHRINKAGE, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND /OR A TRADITIONALLY AND CULTURALLY SWELL, OR UNSUITABLE MATERIALS. THE CONTRACTOR SHALL Dr- AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE RESPONSIBLE FOR DETERMINING THEIR OWN INDEPENDENT NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE QUANTITY AND MATERIAL TAKE -OFFS TO CONSTRUCT THE DESIGN 5097.98. AS INDICATED ON THESE DRAWINGS AND IN CONFORMANCE WITH SIGN THE PROJECT'S GEOTECHNICAL REPORT. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS LOCATI FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 F \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001- PG- TS.DWG (05 -14 -20 12:30:13PM) Plotted by: Lizette Salazar BRYAN D. SMITH SENIOR ENGINEER DATE 5/14/20 DATE PUBLIC WORKS (7ok7 4,-d 5/2 /20 SIGN DATE INT. I DATE PLANS PREPARED UNDER SUPERVISION OF JBLIC WORKS DATE: 05/14/2020 PLANNING R.C.E. NO.: C 75822 REVIEWER INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2020 PLANNING DIVISION U�"t5/20/20 SIGN DATE OWNER SITE ADRESS SAN ELIJO JOINT 2695 MANCHESTER AVE. POWER AUTHORITY CARDIFF, CA 92007 2695 MANCHESTER AVE. CARDIFF, CA 92007 PHONE: (760) 753 -6203 LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF ENCINITAS, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: THOSE PORTIONS OF THE EAST HALF OF SECTION 27 AND THE NORTHWEST QUARTER OF SECTION 26 IN TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF, DESCRIBED AS FOLLOWS: BEGINNING AT A FOUND CONCRETE MONUMENT ACCEPTED AS THE WEST QUARTER CORNER OF SAID SECTION 26; THENCE NORTH 0 °06'01" WEST, ALONG THE WEST LINE OF SAID SECTION 26, 100.01 FEET, TO THE NORTH LINE OF THE SOUTH 100 FEET OF SAID NORTHWEST QUARTER; THENCE NORTH 79 °52'06" EAST 639.26 FEET TO A POINT IN THE SOUTHWESTERLY LINE OF THAT PARCEL OF LAND DESCRIBED IN PARCEL 5 OF THAT CERTAIN FINAL ORDER OF CONDEMNATION, FILED FOR RECORD ON SEPTEMBER 14, 1962 AS FILE NO. 159336 OF OFFICIAL RECORDS OF SAID COUNTY; THENCE ALONG SAID SOUTHWESTERLY LINE AS FOLLOWS: NORTH 33 °10'44" WEST, 626.28 FEET; NORTH 32 °21'02" WEST, 475.72 FEET; AND NORTH 16 °10'36" WEST 645.50 FEET TO A POINT BEING A COORDINATES Y= 311,809.99 FEET AND X -1 686.529.47 FEET ALSO BEING A POINT IN THE NORTHERLY LINE OF THE LAND DESCRIBED IN DEED TO HECTOR A. SHELEY, AND DANIEL T. SHELLEY, RECORDED JULY 20, 1961 AS FILE NO. 124476 OF OFFICIAL RECORDS; THENCE ALONG SAID NORTHERLY LINE, NORTH 89 °08'03" WEST (RECORD WEST) 540.57 FEET TO THE NORTHWESTERLY CORNER OF SAID LAND; THENCE ALONG THE WESTERLY LINE THEREOF, SOUTH 09 °35'03" EAST (RECORD SOUTH 9 °38' EAST), 1783.73 FEET TO THE SOUTHEASTERLY CORNER OF CARDIFF, MAP NO. 1298, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY; THENCE ALONG THE SOUTHERLY LINE OF SAID SHELLEY LAND SOUTH 88 °51'20" EAST (RECORD NORTH 89 °27' EAST) 141.31 FEET; THENCE SOUTH 26 °16'15" EAST, 223.26 FEET; THENCE SOUTH 0 °04'43" WEST, 139.35 FEET TO A POINT ON A 690.00 FOOT RADIUS CURVE CONCAVE NORTHERLY IN THE NORTHERLY LINE OF THE LAND DESCRIBED IN DEED TO CARDIFF SANITATION DISTRICT RECORDED OCTOBER 18, 1956 IN BOOK 6305, PAGE 93 OF OFFICIAL RECORDS, A RADIAL BEARS SOUTH 2 °41'05" WEST TO SAID POINT; THENCE ALONG THE NORTHERLY LINE OF SAID LAND EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 7 °08'02 ", 85.91 FEET; THENCE TANGENT TO SAID CURVE, NORTH 85 °33'03" EAST 50.40 FEET TO THE BEGINNING OF A 810.00 FOOT RADIUS TANGENT CURVE CONCAVE NORTHERLY, A RADIAL OF WHICH BEARS SOUTH 4 °26'57" EAST; THENCE EASTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 0 °59'10 ", 13.94 FEET TO THE EAST LINE OF SAID SECTION 27; THENCE ALONG SAID EAST LINE, NORTH 0 °04'43" EAST 329.92 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION OF THE ABOVE DESCRIBED LAND GRANTED TO THE STATE OF CALIFORNIA IN DEED RECORDED MARCH 11, 1969 AS FILE NO. 42205, OF OFFICIAL RECORDS. APN: 261- 010 -13 -01 AND 261- 010 -13 -02 GROSS /NET AREA: 29.08 AC SOILS ENGINEER'S CERTIFICATE WE, DOUG SKINNER , A REGISTERED ENGINEERING GEOLOGIST AND EMIL RUDOLPH , A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR DIRECTION ON 1/30/2019. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SCST, LLC 6280 RIVERDALE STREET �OfESSIOH,q SAN DIEGO, CA 92120 A pQ s •s Q. A F PHONE: (619) 280 -4321 �W� j� `��y c o Z JOB #: 180436P4. REPORT NO. 1 R T 0 No. 2472 CERTIFIED ENGINEERING GEOLOGI SIGNED: �� DATE: 5/15/20 DOUG SKINNER q OF CA +.tFO� C.E.G. No.: 2472 g/31/20 - LICENSE EXPIRATION DATE: SIGNED: `- `� DATE: EMIL RUDOLPH G.E. No.: 2767 6/30/21 LICENSE EXPIRATION DATE: STATEMENT OF ENGINEER OF WORK 5/14/20 i THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. FIRM: FUSCOE ENGINEERING, INC. FESSio /v ADDRESS: 6390 GREENWICH DRIVE, SUITE 170 CITY, STATE: SAN DIEGO, CALIFORNIA 92122 TELEPHONE: (858) 554 -1500 �? z Ld m = m C 75822 BY: DATE: 05/14/2020 EXP. 06 -30 -20 s��T BRYAN D. SMITH C 1, ��\P F OF R.C.E. NO.: 75822 CAL�F� REGISTRATION EXPIRATION DATE: JUNE 30, 2020 FUSCOE E N G I N E E R1 N G 6390 Greenwich Dr., Suite 170, San Diego, California 92122 tel 858.554.1500 G fax 858.597.0335 o www.fuscoe.com PARKS AND RECREATION Aym(e Yad 5/2 /20 SIGN DATE ENGINEERING DIVISION APPROVALS REC MMEND APPROVED: E�wawci (l �hr�xew ST OWAK EDWARD J. WIMMER S' a I - m CITY ENGINEER 5121/20 DATE DATE BMP PROJECT STATUS 1 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY SAN ELIJO JOINT POWER AUTHORITY. IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON AS DOC. #: SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SDWD W19 -060 C 1hr,Lstl,vo cAsov, 5/21/20 SIGN DATE /�ewwi �'er�dewet SIGN CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY 2695 MANCHESTER AVENUE CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP TITLE SHEET 20 DATE DRAWING NO. 14321 -G SHEET 1 OF 131 GENERAL NOTES (- SOURCE OF TOPOGRAPHY 1. IMPORTANT NOTICE: SECTION 4216 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT I.D. THE TOPOGRAPHY SHOWN HEREON WAS PREPARED BY NUMBER, CALL UNDERGROUND SERVICE ALERT, TOLL FREE 1- 800 - 422 -4133, TWO DAYS BEFORE AEROTECH MAPPING, INC. STORM DRAIN EASEMENT RECORDED y \� - / / JS YOU DIG. 29970 TECHNOLOGY DRIVE, SUITE 220 -C OPEN SPACE EASEMENT ----- - - - - -' 2020 AS DOC. NO. \ ,® / / m K SANTA FE DR. MURRIETA, CA 92563 RECORDED --- - - - - -, 2020 2020--- - - - - -- OF O.R� 2. CONTRACTOR SHALL IMPLEMENT AN EROSION AND SEDIMENT CONTROL PROGRAM DURING THE (619) 606 -5020 AS DOC. NO. 2020--- - - - - -- OF O.R. - - �- OPEN SPACE 11 SITE PROJECT GRADING AND /OR CONSTRUCTION ACTIVITIES. THE PROGRAM SHALL MEET ALL APPLICABLE N08 °32'1 o W EASEMENT / O41 REQUIREMENTS OF THE STATE WATER RESOURCE CONTROL BOARD AND THE CITY OF SAN DIEGO DATE FLOWN: 12 -15 -17 _ Pr - —�- MUNICIPAL CODE AND STORM WATER STANDARDS MANUAL. 178 CULVERT PER MULTI -USE PATH C - - - - -� 1 \ M DR. 3. "PUBLIC IMPROVEMENT SUBJECT TO DESUETUDE OR DAMAGE." IF REPAIR OR REPLACEMENT OF SUCH PROPOSED BIKE PATH DRAWINGS _ - - - - - - PUBLIC IMPROVEMENTS IS REQUIRED, THE OWNER SHALL OBTAIN THE REQUIRED PERMITS FOR WORK - - AND CULVERT PER SHEET 9 N \ \N IN THE PUBLIC RIGHT -OF -WAY, SATISFACTORY TO THE PERMIT- ISSUING AUTHORITY. 1 / MULTI -USE PATH �- - _ - - \ / / \ n 4. ALL EXISTING AND /OR PROPOSED PUBLIC UTILITY SYSTEM AND SERVICE FACILITIES SHALL BE - SHEET 6 DRAWINGS — _ — — ,\ -- INSTALLED UNDERGROUND IN ACCORDANCE WITH SECTION 144.0240 OF THE MUNICIPAL CODE. I PM 6923 1 1 OPEN SPA _ _- _ - - / / �J N N89 °24'55 "W EASEMENT _� / 5. THE AREA WHICH IS DEFINED AS ANON- GRADING AREA AND WHICH IS NOT TO BE DISTURBED SHALL � � 142.01' �� - — � � � � i � I � _ �n � I -5 BE STAKED PRIOR TO START OF THE WORK. THE PERMIT APPLICANT AND ALL OF THEIR J - — . _ < REPRESENTATIVES OR CONTRACTORS SHALL COMPLY WITH THE REQUIREMENTS FOR PROTECTION OF ) j `� E R W THIS AREA AS REQUIRED BY ANY APPLICABLE AGENCY. i ® _ = O p R W AP 261- 010 -013 ❑ O ( I I I 1 •® 2 \\ I �` n� yG ENGINEER'S NOTICE TO CONTRACTOR I _ �g� _ ' N00 °24 33 W 265 2� I PUBLIC RECREATIONAL TRAIL EASEMENT I I I A Irmo / \ 138.24' N �• ' / ' RECORDED --- - - - - -, 2020 y y n TORREY PINE TREE / 1. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON ' 2� / AS DOC. NO. 2020--- - - - - -- OF 0.R' i -I 5' DRIP LINE BUFFER o 3 SIT THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. THE CONTRACTOR IS I - - -- — ! " / u NO CONSTRUCTION VICINITY MAP REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES o ° ® / ( i PERMITTED SHOWN AND ANY OTHER LINES OR STRUCTURES NOT OF RECORD OR NOT SHOWN ON THESE PLANS, *y i I \ N.T.S. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ° w n rf - \ ¢ " L= L \ t C 2. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB w \ R= • . - i I TORREY PINE TREE - SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF I u, 5 DRIP LINE BUFFER ALL PERSONS AND PROPERTY; THAT THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE \•, ' i 14 00 °05'28 ,� `� 1 1 BIOLOGICAL BUFFER -v - ° � �` - - - I 8'22 W R LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTORS SHALL DEFEND, INDEMNIFY, AND Z o N85 °34 — - - T — _ ZONE- - - NO CONSTRUCTION HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN APN 61- 191 -03 f y - _ _ PERMITTED CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING �I of /. - S�� /)/ 4J o \\ �' / �� j 7 6 / �/ 4 64 c FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER, OR ANY PUBLIC AGENCY. APN2[t1- 200 -2s _ WETLAND LIMIT 13 �� j WORK TO BE DONE PROPOSE WORK _ �. \\ 3. THE ESTIMATES OF EARTHWORK AND IMPROVEMENT QUANTITIES AS SHOWN HEREON ARE PROVIDED gY KHA I AP 61- 2so -s7 FEMA FLOOD �i ii - ,��\ THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND ONLY FOR THE PURPOSE OF SATISFYING CITY PLAN INFORMATION REQUIREMENTS. THE CONTRACTOR l IIIIIIIIIII^ �IIIII I 4 -1 °00'34" L= 27 PLAIN* ii IIIIIIIII III II III FILLS DRAINAGE FACILITIES EROSION CONTROL FACILITIES AND PLANTING OF SHALL PERFORM AN INDEPENDENT ESTIMATE OF ALL EARTHWORK AND IMPROVEMENT QUANTITIES AND - 1 , ii�j�__ IIIIIIIIIII (IIIIIIIIIII \\ i� i� i� %� 4 PERMANENT LANDSCAPING AND PREPARATION OF AS -BUILT GRADING PLANS SHALL USE SAME AS A BASIS FOR HIS BID(S) AND CONTRACT(S). I I R= 810.00 i� / - -- III, ,!I �Ilillilliil ° m 13 ,1111 —�� AS -BUILT GEOLOGIC MAPS AND REPORTS ALL AS SHOWN OR REQUIRED ON THIS 4. THE TOPOGRAPHIC INFORMATION CONTAINED IN THESE PLANS WAS OBTAINED BY AERIAL AND /OR FIELD \ 1 1 1 BIOLOGICAL BUFFER l jib / �/ jp� 5 SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, SURVEY DATA, AND DISCREPANCIES BETWEEN PLAN ELEVATIONS AND ACTUAL ELEVATIONS ARE TO BE ZONE �IIII I �� 2 / - 1 RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. ANTICIPATED. THE CONTRACTOR SHALL REMAIN ALERT FOR AND PROMPTLY REPORT ANY AND ALL EXISTING EASEMENT NOTES: ��__ i a THE GRADING, PAVING, AND UTILITY WORK SHALL BE PERFORMED IN ACCORDANCE SUBSTANTIAL DISCREPANCIES (SUFFICIENT TO CAUSE A CHANGE IN THE PLANS AND /OR AN INCREASE I 479 °52 35 E _ = f i �� g 489.58 WITH THE FOLLOWING DOCUMENTS CURRENT AT THE TIME OF CONSTRUCTION AS IN COSTS) TO THE OWNER AND TO THE ENGINEER OF RECORD AND SHALL NOT PROCEED WITH AN ❑ AN AGREEMENT BETWEEN SAN DIEGO GAS & ELECTRIC COMPANY AND SAN �jlll''ll -'� \\ / ELIJO JOINT POWERS AUTHORITY, RECORDED SEPTEMBER 29, 2000 AS -)1 'r DIRECTED BY THE CITY ENGINEER. AFFECTED WORK AREA UNTIL DIRECTED TO DO SO BY AN APPROPRIATE OWNER REPRESENTATIVE. i INSTRUMENT /FILE N0. 2000 - 0524364 OF OFFICIAL RECORDS RELATING TO 5. QUANTITY CALCULATIONS ARE BASED UPON AERIAL TOPOGRAPHY AND ESTIMATED SOILS INFORMATION, PUBLIC UTILITIES, INGRESS AND EGRESS. 1 2 / �// �6� = 9 1. CITY OF ENCINITAS MUNICIPAL CODE 14 AND SHOULD BE CONSIDERED ONLY A ROUGH APPROXIMATION OF ACTUAL QUANTITIES. / 5 2 �/ 2. CITY OF ENCINITAS ENGINEERING DESIGN MANUAL o , ABBREVIATIONS A DOCUMENT ENTITLED CONSENT AGREEMENT", DATED SEPTEMBER 19, 2000 i � ,� .�ti 0� � 3. THIS SET OF PLANS 6. CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR THE PROTECTION AND EXECUTED BY SAN DIEGO GAS & ELECTRIC COMPANY AND SAN ELIJO JOINT �� ! , 5� _ 4. 2016 CALIFORNIA BUILDING CODE WITH DSA AMENDMENTS - PRESERVATION OF ALL SURVEY MONUMENTS, AND SHALL HAVE ANY DISTURBED OR COVERED POWER AUTHORITY, SUBJECT TO ALL THE TERMS, PROVISIONS, AND CONDITIONS I i i __ ADA AMERICANS WITH DISABILITIES ACT 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN - MONUMENT RESET BY A QUALIFIED REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR AT THEREIN CONTAINED, RECORDED SEPTEMBER 29, 2000 AS FILE N0. � - - BS BOTTOMBASIN STAIRS BOOK) THE DIRECTION OF THE GOVERNING AGENCY. 2000 - 0524364 OF OFFICIAL RECORDS. i i - i CY - CUBIC YARDS 7. SOILS REPORT(S) AND RECOMMENDATIONS BY SCST, LLC 7. DEMOLITION OF ALL LABELED ITEMS WILL INVOLVE REMOVAL OF ALL SUB SURFACE FOOTINGS AND ❑2 AN AGREEMENT BETWEEN SAN DIEGO GAS & ELECTRIC COMPANY AND SAN i 3 DXBB - DUAL STAGE BAFFLE BOX 8. SDRSD AND AS MAY BE MODIFIED BY THE CITY OF ENCINITAS MANUAL SUBSTRUCTURES IF APPLICABLE . ELIJO JOINT POWER AUTHORITY, RECORDED MARCH 17, AS DOCUMENT NO. - FF - FINISH FLOOR ELEVATION ( ) 9. COUNTY OF SAN DIEGO HYDROLOGY MANUAL 37873, IN BOOK 353, PAGE 373 OF OFFICIAL RECORDS RELATING TO PUBLIC 8 - FINISHED GRADE 8. THE CONTRACTOR TO POTHOLE AND VERIFY THE LOCATION AND ELEVATIONS OF ALL EXISTING UTILITIES UTILITIES, INGRESS AND EGRESS. FG 10. COUNTY OF SAN DIEGO DRAINAGE DESIGN MANUAL AND UTILITY CROSSINGS PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL CONTACT CIVIL FH - FIRE HYDRANT 12. STORM WATER QUALITY MANAGEMENT PLAN (SWAMP FOR SEJPA) PREPARED BY ENGINEER IN THE EVENT OF ANY CONFLICTS PRIOR TO CONSTRUCTION. AN AGREEMENT EXECUTED BY SAN DIEGUITO WATER DISTRICT, SUBJECT TO ALL LEGEND FM - FORCE MAIN FL - FLOW LINE FUSCOE ENGINEERING DATED MARCH 2020 TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED ON 13. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK 9. THE CONTRACTOR MUST NOTIFY UNDERGROUND ALERT AT 1- 800 - 422 -4133 A MINIMUM OF TWO SEPTEMBER 20, 1990 AS FILE NO. 90- 515175 OF OFFICIAL RECORDS FS - FINISHED SURFACE AND CALTRANS CONSTRUCTION SITE BMP MANUAL FULL WORKING DAYS PRIOR TO START OF DEMOLITION, GRADING, OR CONSTRUCTION OF ANY KIND. �� 3 EASEMENT GB - GRADE BREAK THE USA TICKET NUMBER MUST BE AVAILABLE AT THE CONSTRUCTION SITE PRIOR TO START ANY IE - INVERT ELEVATION 14. WATER AGENCY STANDARDS DRAWINGS (WAS) WORK SHOWN ON THIS SET S PLANS. AN AGREEMENT EXECUTED BY SAN DIEGUITO WATER DISTRICT, SUBJECT TO ALL KHA - KIMLEY HORN AND ASSOCIATES LEGEND SAN DIEGO REGIONAL STD DWG SDRSD TERMS, PROVISIONS AND CONDITIONS THEREIN CONTAINED, RECORDED PVC - POLYVINYL CHLORIDE (SDRSD) 10. ALL STORM DRAIN CATCH BASINS AND CURB INLETS SHALL HAVE STENCILING OR MARKINGS WITH SEPTEMBER 20, 1990 AS FILE NO. 90- 515176 OF OFFICIAL RECORDS RCP - REINFORCED CONCRETE PIPE DESCRIPTION DWG. NO. SYMBOL QTY PROHIBITIVE LANGUAGE PER THE APPROVED SWMP FOR THE PROJECT. RIM - RIM OF STRUCTURE ELEVATION AN AGREEMENT BETWEEN SAN DIEGUITO WATER DISTRICT AND SAN ELIJO JOINT KEY MAP -Z1_ R/W - RIGHT -OF -WAY PROPERTY LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - SPECIAL NOTES POWERS AUTHORITY, RECORDED DECEMBER 30, 1997 AS INSTRUMENT /FILE NO. SD - STORM DRAIN RIGHT OF WAY 1997 - 0665066 OF OFFICIAL RECORDS, RELATING TO PUBLIC UTILITIES, INGRESS 1 =120 SDCO - STORM DRAIN CLEAN OUT AND EGRESS. SDRSD - SAN DIEGO REGIONAL STD DWG EASEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — THE FOLLOWING NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE ENGINEER OF SF - SQUARE FEET FLOWLINE . . . . . . . . . . . . . . . . . . WORK. EXISTING EASEMENT NOTES: SS - SANITARY SEWER ❑3 THE FACT THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF LIMITS OF WETLAND . - - - ACCESS TO OR FROM THE STREET OR HIGHWAY ABUTTING SAID LAND, SUCH SSCO - SANITARY SEWER CLEAN OUT 1. THE ENGINEER WORK SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CARRY 10 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL TB - TOP OF BOX FEMA FLOODPLAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . — . — . OUT CONSTRUCTION WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NOR SHALL THE RIGHTS HAVING BEEN SERVED FROM SAID LAND BY THE DOCUMENT RECORDED ENGINEER BE REQUIRED TO SUPERVISE CONDUCT OF THE WORK OF THE CONSTRUCTION PROCEDURES SEPTEMBER 14, 1962 AS DOCUMENT NO. 152336 OF OFFICIAL RECORDS, WHICH THERETO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS & ELECTRIC TC -TOP OF CURB PROPOSED CONTOURS . . . . . . . . . . . . . . . . . . . . . . . . . 73— AND SAFETY PROCEDURES FOLLOWED BY THE CONTRACTOR OR SUBCONTRACTORS OR THEIR AFFECTS A PORTION OF SAID LAND ADJACENT TO 1 -5 COMPANY FOR PUBLIC UTILITIES RECORDED DECEMBER 1, 1982 AS FILE NO. TD - TOP OF DITCH EXISTING CONTOURS . . . . . . . . . . . . . . . . . . . . . . . . . -- RESPECTIVE EMPLOYEES OR BY ANOTHER PERSON AT THE JOB SITE OTHER THAN THAT OF THE 82- 368913 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A PORTION OF SAID TF - TOP OF FOOTING LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. (NON- PLOTTABLE) TG - TOP OF GRATE FLOW DIRECTION AND SLOPE . 2.0% ENGINEER'S EMPLOYEES. ® AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL TOB - TOP OF BASIN THERERTO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS & ELECTRIC 11 COVENANTS CONDITIONS AND RESTRICTIONS (BUT NOT OMITTING THEREFROM FILE TS - TOP /TOE OF SLOPE PROPOSED .ELEVATION . . . . . . . . . . . . . . . . . . . . . . . . . 29.00FS 2. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES COMPANY FOR PUBLIC UTILITIES RECORDED JUNE 11, 1963 AS INSTRUMENT , , / TW - TOP OF WALL EXISTING ELEVATION . 29.00FS SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. NO. 101144 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A PORTION OF SAID ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, U.O.N. - UNLESS OTHERWISE NOTED LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY, UNLESS AND ONLY WAS - WATER AGENCIES STANDARD LIMIT OF WORK LINE . . 3. ALL WALLS, SLABS, ASPHALT PAVING AND OTHER IMPROVEMENTS SHOWN AS TO BE REMOVED OR TO THE EXTENT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION WS - WATER SERVICE APPROVED DEMOLISHED SI THE LIMIT OF CONSTRUCTION WILL BE REMOVED AND DISPOSED OF AT AN [51 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES DAYLIGHT LINE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ III II THERERTO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS & ELECTRIC NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS) AS SET FORTH IN THE 4. THE CONTRACTOR WILL MAKE EXPLORATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES COMPANY FOR PUBLIC UTILITIES RECORDED OCTOBER 14, 1963 AS DOCUMENT RECORDED MARCH 20, 1990 AS FILE NO. 90- 148434 OF OFFICIAL SITE RETAINING WALL. PER PLAN SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF REVISIONS ARE INSTRUCMENT/FILE NO. 183347 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A RECORDS. SHEET INDEX NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES. PORTION OF SSAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. SHEET EXISTING STORM DRAIN . . . . . . . . . . . . . . — � 12 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL SHEET TITLE 5. WHERE NEW UNDERGROUND CONNECTS TO EXISTING WORK IT SHALL BE THE RESPONSIBILITY OF THE © AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS & ELECTRIC NO. EXISTING SEWER . . . . . . . . . . . . . . . . . . . . . . . — ss — CONTRACTOR TO DETERMINE THE LOCATIONS AND ELEVATION OF EXISTING WORK PRIOR TO EXCAVATION THERERTO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS & ELECTRIC COMPANY FOR UTILITIES RECORDED ON APRIL 10, 1991 AS FILE NO. 1 TITLE SHEET EXISTING WATER . 1991 - 0161390 OF OFFICIAL RECORDS. SAID MATTER AFFECTS THE ROUTE — w — FOR NEW WORK AND TO CONNECT THE NEW WORK THERETO. ALL POTENTIAL CONFLICTS SHALL BE COMPANY FOR PUBLIC UTILITIES RECORDED AUGUST 18, 1965 AS 2 KEY MAP &NOTES INSTRUCMENT FILE NO. 149525 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A THEREOF A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID BROUGHT TO THE FIELD ENGINEERS ATTENTION IN ADVANCE TO PREVENT DELAYS IN CONSTRUCTION / EXISTING FIRE SERVICE. �, SCHEDULE. PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. DOCUMENT. (NON- PLOTTABLE) 3 DEMOLITION PLAN 4 SITE & PAVING PLAN EXISTING ELECTRICAL . . . . . . . . . . . . . . . . . — E — 6. THE LOCATIONS OF ANY UNDERGROUND STRUCTURES AS SHOWN ON THESE PLANS HAVE BEEN 7 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL 13 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL 5 PRECISE GRADING PLAN STORM DRAIN . . SDRSD D -60 . - --�— — OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR THE BENEFIT OF THE CONTRACTOR. THE ❑ THERETO AS SET FORTH IN A DOCUMENT TO SAN DIEGUTIO WATER DISTRICT - THERETO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS &ELECTRIC 6 PRECISE GRADING PLAN CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT ALL UNDER- FOR TRANSMISSION AND DISTRIBUTION OF WATER RECORDED DECEMBER 13, 1991 SANITARY SEWER WAS SP -03 ss GROUND OR OVERHEAD STRUCTURES WHETHER SHOWN OR NOT ON THESE DRAWINGS. COMPANY FOR PUBLIC UTILITIES RECORDED JULY 16, 1974 AS INSTRUMENT /FILE AS INSTRUMENT /FILE NO. 1991 - 0647526 OF OFFICIAL RECORDS. SAID MATTER 7 UTILITY PLAN NO. 74- 190244 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A PORTION OF WATER . . . . . . . . . . . . . . . . . WAS WP -02 W SAID LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT. AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID 8 UTILITY PLAN NOTIFICATIONS DOCUMENT. 9 GRADING & UTILITY PLAN FIRE SERVICE POC. . . . . . FS 8 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE ACCESS TO OR FROM THE STREET OR HIGHWAY ABUTTING SAID LAND THE FACT THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF 14 10 SECTIONS & DETAILS SUCH AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL FIRE SERVICE W /DCDA BFP. SHEET 7, WAS WF -05 Fry , DCDA PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERETO AS SET FORTH IN A DOCUMENT TO PACIFIC BELL, A CALIFORNIA 11 STORMWATER DETAILS RIGHTS HAVING BEEN SERVED FROM SAID LAND BY THE DOCUMENT RECORDED WAS WS -01 W RP THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR CORPORATION FOR UNDERGROUND COMMUNICATION FACILITIES RECORDED DOMESTIC BACKFLOW PREVENTOR MARCH 11, 1969 AS FILE NO. 42205 OF OFFICIAL RECORDS, WHICH AFFECTS A 12 STORMWATER DETAILS IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR PORTION OF SAID LAND ADJACENT TO I -5 DECEMBER 14, 1994 AS INSTRUMENT /FILE N0. 1994 - 0712154 OF OFFICIAL DOMESTIC WATER SERVICE . w STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT RECORDS. SAID MATTER AFFECTS A PORTION OF SAID LAND AND IS MORE 13 EROSION CONTROL PLAN THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR g AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL FULLY DESCRIBED IN SAID DOCUMENT. FIRE HYDRANT ASSEMBLY WAS WF -01, WF -04 F" THERETO AS SET FORTH IN A DOCUMENT B SAN DIEGO GAS & ELECTRIC VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: �Z A. SEWERS - CSD /ESD - (760)- 633 -2770 LWD 760 - 753 -0155 COMPANY FOR PUBLIC UTILITIES RECORDED SEPTEMBER 16, S & AS FILE N0. 15 AN EASEMENT FOR THE PURPOSES SHOWN BELOW AND RIGHTS INCIDENTAL VALVE . . . . . . . . . . . . . . . . . . WAS WV -02 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 75- 250941 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A PORTION OF SAID THERETO AS SET FORTH IN A DOCUMENT TO SAN DIEGO GAS & ELECTRIC FOR (18 "X18 ") 9 EA C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 LAND AND IS MORE FULLY DESCRIBED IN SAID DOCUMENT UTILITIES RECORDED ON DECEMBER 22, 1994 AS FILE NO. 1994 - 0726589 OF PRECAST CATCH BASIN . . . . . DETAIL F SHEET 10 Q (24 "X24 ") 1 EA D. TELEPHONE - SBC BELL - (760)- 489 -3411 OFFICIAL RECORDS. SAID MATTER AFFECTS A PORTION OF SAID LAND AND IS ( ) A QUITCLAIM OF EASEMENT EXECUTED BY SAN DIEGO GAS & ELECTRIC _ '11 RoFESS�p 30 "X30" 2 EA E. CABLE N -COX COMMUNICATIONS- 760 - 806 -9809 X -2233 MORE FULLY DESCRIBED IN SAID DOCUMENT. (NON- PLOTTABLE) ��I �e Nq� � ( ) COMPANY, A CALIFORNIA CORPORATION (SDG &E), RECORDED MAY 19, 1993 AS = �� P�\ 0 S� F2� STORM DRAIN CLEAN OUT TYPE A -4 SDRSD D -09 4 EA 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK FILE NO. 1993 - 0315555 OF OFFICIAL RECORDS RELEASED A PORTION OF SAID SAN DIEGUITO WATER DISTRICT NOTES = FUSCOE w ON THIS PROJECT. PHONE: (760)- 633 -2770. W m AREA DRAIN DETAIL G SHEET 10 —SDI 6 EA EASEMENT RELATING To PUBLIC UTILITIES. FOR IMPROVEMENT PLANS SEE SHEET 8 ��,,. � C 75822 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: E N G I N E E R I N G * EXP. 06 -30 -20 * BUILDING ROOF DRAIN POC . . . . . . . . . . . . . . . . . . . Sp 9 EA (760)633-2770. EE( N AND REMOVAL. ORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO MITIGATION MEASURE NOTES SEE SHEET 8 6390 Greenwich Dr., Suite 170, San Diego, California 92122 sT9T CIVIL ��P F OF CA\ -CFO QUANTITIES ARE INCLUDED FOR PERMIT PURPOSES ONLY, NOT TO BE USED FOR tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com BIDDING. CONTRACTOR SHALL PROVIDE INDEPENDENT QUANTITIES FOR BIDDING CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN Br: CHECKED BY: BDS JG I BDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: CONCRETE SLAB OF OLIVENHAIN PUMP STATION SAN ELIJO JOINT POWER AUTHORITY LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 ` /'/ 2695 MANCHESTER AVENUE �± MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH Edwaw � W4mel- CARDIFF, CALIFORNIA 92007 14321 -G OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING ST WAK EDWARD J. WIMMER FREEWAY OFF RAMP. R.C.E. NO.: C 75822 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER '1 _ �Q CITY ENGINEER5�27 Z� APN(S): 261 - 010- 13 -01& 261 - 010 -13 -02 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2020 DATE O` DATE PLANNING CASE NO: 17 -272 DR CDP KEY MAP & NOTES SHEET 2 OF 13 F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— KM.DWG (05 -14 -20 12:33:16PM) Plotted by: Lizette Salazar 1 ��I I _ I 1 �I X�Q 1 ! 1 1 I � I Ir / r � rf r r 1 ❑ x --- X' X - / } r ij " // _ -, f E E ❑ / XFENCEA X T W x EA —x / x / f ENCE I ` G r X .,i' ' /' � � PE X ' ' SCALPI EFFL NT LINE* ❑�� A X /' / �� J AVEY II 1 iii I X /BRIDGE A �// _ q 4J pN \ ) FEIN \ \ �� TY�: T A WAL k,z X NJ— El w� F IMIT OF 1 DEMOLITION GHTPOLE Rw W Rw AVEMENT � BUSS A \� \ I ( P ❑❑ ❑ ❑ ❑ 1 BUILD ww;%� i I GHTPOL A \� / / � A 1 I�� A ❑ GUTTER w�E/ �� GUTTED rr q PAVEMENT W II W w� C) CRETE IMIT 01 -- _'6GHTPgtE A I x - SE q Sq x J AVEMENT A 0 BUILDING mi \711\ i ❑ X • £W v TREES L X W 0 LITIC N 1 1 1 1 IZ X 10 W F_ W 1 1 E Z i � H ® Z -10 C) ® X 1 O IL 1� �S OJ w ❑ W £ I X "- _ —I \11 EMOLI ii � ,� - r -___ -- — ___ - -- _ -_- _ - - - -- -------- - - - -�- - r s - -- -n I 11 sE A NDSCAP Eonr r - - - - -- -- - _---- _ -____ S� (TYP.) �� r A CANOPY v m N \ — a5 ❑ �Ir - J-J— ° - -- ---- - - ---- q ON E B B F CEO F IMIT OFD OLITION� -At `4 - TREE w q ALA A CURB w� — ss — w� — II w� DI B TR E q A DI 1 CU �E RB B ` FM FM FM _ —_� ° • L� T T — p �` G w E — EG -��- -E — — — — — E — — C NCR E E _ E // A w w w w w w w w w A R► / N �U �WALLx X s� IMIT, �F EMOLITION X X X DTCH w w w Z 5 ss = s ss �� ss ss =� ss ss ss ss s s ss 3 / ' r ✓ AR IN- 40 �TA PROTE - - - - -- r r n I % FUND IRO_ -P€ �' " DI I IGIB �- " — CONCRETE MONUMENT. AP I P ECT E. WETLAND LIMIT - - - - - -_ PROTECT IN PLACE. ✓ �� 0 x - -I s APN 261 - 290 -57 - �i I� 3 I� FO D PIPE W DISC WETLAND LIMITS 100 - I�❑ \ IU 3, A �C9577 - -- YR _LL 0 OD LINE s s 1 x s DEMOLITION LEGEND 0 Q Z I— Z 0 U ry 0 W 0 m Q I-LI LLI DESCRIPTION PROPERTY LINE LIMIT OF DEMOLITION DEMOLITION NOTES �� r_ /• I� W LU £ E \ r r X DESCRIPTION O DATE 1 ------------ - _ -- DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT SYMBOL QA EXISTING TO BE REMOVED © EXISTING TO REMAIN, PROTECT IN PLACE © TO BE RELOCATED BY OTHERS *FOR UTILITY DEMOLITION, SEE SHEETS 7, 8 & 9 NOTE: 1) ALL SURFACE IMPROVEMENTS AND LANDSCAPING WITHIN THE LIMITS OF DEMOLITION SHALL BE DEMOLISHED AND REMOVED UNLESS OTHERWISE NOTED 2) SURVEY AND UTILITY INFORMATION SHOWN HEREIN WAS PROVIDED BY OTHERS. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS SHOWN ON THIS PLAN. • 1 S • x �X CHANGE NO. DESCRIPTION APPROVED DATE 1 AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT J BIDS 1 BIDS 1 Z 30' 0' 15' 30' SCALE: 1 " = 30' 3) ALL DEMOLITION IN THE PUBLIC RIGHT OF WAY TO BE �iIq� �OQROFUESS /pNgC DONE BY OTHERS. �� S��F�Z FUSCOE �m =� 4) DEMOLITION OF EXISTING CONCRETE CHANNEL TO BE W m DEMOLISHED BY OTHERS. Ili.. * c 75822 'Al E N G I N E E R I N G ExP. 06 -30 -20 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIw_ tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F �F CAL�F� 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. BIDS JG BIDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 05/14/2020 R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2020 REC M D APPROVED: Wuv4 � �,/�xe,- L IN S E AK EDWARD J. WIMMER CITY ENGINEER J a ay EZE20 DATE DATE GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY CAR MANCHESTER AVENUE CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP DEMOLITION PLAN 14321 -G LOCATION: LOCATED MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER PUBLIC WORKS BRYAN D. SMITH PLANNING OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 REVIEWER SENIOR ENGINEER DATE INSPECTOR SHEET 3 OF 13 F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— DM.DWG (05 -14 -20 12:39:50PM) Plotted by: Lizette Salazar I 1� I I r! INS W 01 X C' MONSOON POW 1 �. -- PRPECT IN PLACE. - 7D(Bg EXISTING BUILDING I1 - ....... ■,,,,VIM ■ I raw l� III I � • .� �.J I EXISTING BUILDING TO REMAIN RETAINING WALL #3 O gel � � ��■ � �� W'^ 4v14 �■ __ 1 �� _ 1 PRO 1 _ ' � mry � 1 I �� KIN m ®Gib %I■ ��- ,.,�� !*��/ (BUILDING ■ ■ ■ ■� ■� ■ ■II: 11 •• 1 n • ZI ■� ■ • I.I. I. ■ ' W OF Vim® J� �, •• I Y 'III I , I I I IIII�' • I I .• - .. I • I m •r. cu cr� � G ■ LLI 0 Omm • LU LLI - Z O3 ADA PARKING — STRIPING & DETAILS PER ARCHITECT PLANS _ � Q 4.5 SAWCUT LINE LIGHT DUTY AC LIMIT OF WORK FIRE LANES 6.0 4" AC 9" AB CLASS 2 O U 50 PEDESTRIAN HARDSCAPE (4" PCC) PER ARCHITECT PLANS 8" PCC 6" AB CLASS 2 HEAVY DUTY PCC CURB RAMP WITH 6" MONOLITHIC CURB SIDES PER RSD G -31 ■ O ■w STAIRS WITH HANDRAILS PER ARCHTIECT PLANS — I — ® GATE PER ARCHITECT PLANS L-1 LU ■ W I ( ® SITE LIGHT FIXTURE PER ARCHITECT PLANS — — 6 11 75 /\ 11 ©5 RETAINING WALL PER BUILDING PLANS — SHOWN FOR REFERENCE ONLY X © SEAT WALL PER ARCHITECT PLANS �,I © RETAINING WALL PER MULTI —USE PATH DRAWINGS ICI X 61 AC GRIND AND OVERLAY PER DETAIL 'H' SHEET 10 (DEPTH VARIES) in 6 11 75 63 CONCRETE BACKFILL AT PIPE CULVERT PER MULTI —USE PLANS BY KHA 66 TRUNCATED DOMES PER SDRSD G -30 (YELLOW) © LOADNG SPACE (TWO 10'x18' SPACES) EXISTING EASEMENT NOTES © CURB RAMP 11 COVENANTS, CONDITIONS, AND RESTRICTIONS (BUT NOT OMITTING THEREFROM ANY COVENANT OR O5 2' AC SAWCUT PER DETAIL 'I' ON SHEET 10 RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY, UNLESS AND ONLY TO THE EXTENT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS) AS SET FORTH IN THE DOCUMENT RECORDED MARCH 20, 1990 AS FILE NO. 90- 148434 OF OFFICIAL RECORDS. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS LOCATION: LOCATED ON THE NORTH SIDE OF IPUBLIC WORN MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH PLANNING OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. REVIEWER RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE ELEVATION: 18.56 DATUM: NAVD88 I INSPECTOR F \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— SP.DWG (05 -14 -20 1:04:28PM) Plotted by: Lizette Salazar X X N El X C" w 0 ❑0 X X w PO SEE BUILDING PLANS FOR TRASH ENCLOSURE DETAILS \ X Q N 0 X v X /, ■ • • • • • Z !0 O _ � Q 4.5 3" AC 7" AB CLASS 2 LIGHT DUTY AC FIRE LANES 6.0 4" AC 9" AB CLASS 2 O U PCC O 8" PCC 6" AB CLASS 2 HEAVY DUTY PCC ■ O ■w 1 ' CO LU ■ W SEE BUILDING PLANS FOR TRASH ENCLOSURE DETAILS \ X Q N 0 X v X /, ■ • • • • • DESCRIPTION TRAFFIC INDEX (TI) SECTION THICKNESS (IN) TYPE SYMBOL PARKING /BICYCLE TRAIL 4.5 3" AC 7" AB CLASS 2 LIGHT DUTY AC FIRE LANES 6.0 4" AC 9" AB CLASS 2 HEAVY DUTY AC PCC 7.0 8" PCC 6" AB CLASS 2 HEAVY DUTY PCC AC GRIND AND OVERLAY S 1 ' 0 X p in DESCRIPTION TRAFFIC INDEX (TI) SECTION THICKNESS (IN) TYPE SYMBOL PARKING /BICYCLE TRAIL 4.5 3" AC 7" AB CLASS 2 LIGHT DUTY AC FIRE LANES 6.0 4" AC 9" AB CLASS 2 HEAVY DUTY AC PCC 7.0 8" PCC 6" AB CLASS 2 HEAVY DUTY PCC AC GRIND AND OVERLAY 0 PAVEMENT SECTIONS PER GEOTECHNICAL RECOMMENDATIONS EXISTING EASEMENT NOTES ■ _ FUSCOE 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERERTO AS SET FORTH IN A DOCUMENT TO PACIFIC BELL A CALIFORNIA CORPORATION FOR UNDERGROUND COMMUNICATION I�III■ FACILITIES RECORDED DECEMBER 14, 1994 AS INSTRUMENT /FILE NO. 1994 - 0712154 OF OFFICIAL RECORDS. SAID MATTER AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID E N G I N E E R I N G DOCUMENT. 6390 Greenwich Dr. Suite 170 San Diego California 92122 ANNE` Z 30' 0' 15' 30' SCALE: 1 " = 30' uwikrvw or. urwJIG o,. n=BIDS oi. ENGINEERING DIVISION APPROVALS BDS JG BDS INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECO MENDE DATE: 05/14/2020 APPROVED: ��"" �� 4ciaaa411 Dyiirroree R.C.E. NO.: C 75822 ST NOWAK EDWARD J. WIMMER BRYAN D. SMITH -5-al - a0 CITY ENGINEERS 2/20 EXP.: 06 -30 -2020 DATE DATE tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY 2695 MANCHESTER AVENUE CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP SITE & PAVING PLAN ROFESS /pNq F Z w no = m C 75822 * EXP. 06 -30 -20 C I VIA ��\P F OF CAL }FO DRAWING NO. 14321 -G SHEET 4 OF 13 FOUND 3 " IRON PIPE W DISC �� 1 j STAMPED ENGR DEPT SAN DIEGO COUNTY -CO ENGR ". PROTECT IN 1 ' i PLACE. NCO ,r FO 1 1 7\ `' .i 5TC ��/ / 33.391FS 4 r APN 261- 010 -013 / y�� / / / QI 33.32TC 32.95TG 17 ' I I - nI 1.47 1 32.50TC owl 33.39TC �l 33.92TC 33 94T ' I I ) / .01 25. l 33.9 1T 34.05TC \FOUND IRON PIPE ND �" IRON PIPE W DISC - " ,l� �/ TC / 29.9 PA 33.95FS PA I ' PROTECT IN ENGR DEPT SAN DIEGO 2 FL 33.32TC -CO ENGR . PROTECT IN - / 6• - PLACE. PLACE. V �/ \ 6 ' i 34.00FS 33.27TC 25. 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FS 34.50E ARCHITECT L j G / I I 24.53TC 7 o L l �B 33.29TC LU I I 0 86� s �(7}� HP 2 I 24.63E o° 33.60 2 MAICHSLX y �° /� / _ IP HEADQUARTERS BUILDING `" ®® 0 MATCH EX. � 0 95�G i / 24-45 " 24 o0 25.48FS 24.7 PAD 54 31.53TC I ° 25.5 FF (LVL 1) 5.4 31.11 o ' 2 o s 24.39TC � oo a p / \ 443T 3.891E °° GYP. MATCH EX. Op�YR� \\ \ 24.50TC �� 7 '�' Q 24.25 13 66 -25.48 FS 34.5 FF (LVL 1.5) • / / 0 25.29 25.4 32 31.33TC FS 64 16 END o C 3,93FL 25.2 FS 17 0 I � � 2 �7F � � 24.56TC °' 23.65TC 14 23.90TC 24. 8TC S 65 2 o o F 331 � PA -1 2 .44 \ / 7 24.06FS 4.34TC w 15FL 2 2 -- / 23. 0 6% 23.401E U � \ 0 66 + 4FS 2 TC 0.7% - 4.3 0 351E �� 24.23TC 24 0 25.OFS 2 .00TG 17 N 6 11 75 _ m oosaep o I ° 23 50FS 23' �� EN 62 23.73FS PA LP o0o eo .30E 16 � 123.97FS 116 / 17 10 25.5 - - - PA 28.23TC 0 m 23.90FS 3.7 FS 1N - 24.68TC / 361 25.34FS 26.33TC 27.00RIM 1 C 2 TC 4.1 6% 23. 62 17 22.55TG /N 2 9 24.18FS x 24.99RI 17 GR DE BR K LP ( PA 26.33FS 27.8FSEX. ' MAWM -0 I m 23.65FL23.60FL 4 54 8 2 9 N 4IT - - 27. 3TC 7.5 �("}�y ❑ BE IN 0.7. 4 1 25.83FS 10 25.8FG 24.2FG 10 25.33TC 26.13TC 25.83TC 7.0 TC Z O 3:�2T0 . 1 y 23.83TC PA "5FG o ►v LOADING 1.5% 1.0% 25.331E 25.83F,�S 00000000 ° 66 / � C � � N m D 1 \ 6 3.22TC : BASIN -BMP 1 27.43TC \ \ 13 400 SQFT 12 23.58TC 6 11 75 22 :48FS 2.721E 23.90T -_ -_ 14 W m D 6' : .: 23.18FS \ 61 I 22.7FSt TOP =22.72 23.OFSt �2 C 2 9TC 24. C 6 11 75 24.8FSt 24.86TC 25.9F St 25.901E 26.7 ,90FL0 M CH X. N Z m I ATC _ MATCH EX. _ 25 27. 1 1 -► I 61 X N �. -- 11 EX BOT 2205 - -- EX - -- -- ------ - - - - -- 23�FSt -- - - - - -- ------ - - - - -- ATE --MATCH EX ��- - - - - -- -- -- - - - - -- - cv M H MATCH C _0 C 11 2 711. �. N - _ 22.9 FS -------- - - -� -- - ATCH EX. �hATEF�EX� -- �c--- - - - - -- -------------- - - - - -- _ -- - - - - -- ---- - - - - -- - i. 2 ::FS. 22:81 23.7FSt ' 0000000° N .N. - - - - - - - - - - - - - r 2 .2fS �. �: 14 �. Z r r LEX. =� 22.9FS FOUND 2" IRON PIPE W DISC - r r r _ 23.6FS a • A C BERM FUTURE OPEN SPACE ♦ - FUTURE OPEN SPACE " ♦� WETLAND EASEMENT „ a • ,� a r WETLAND EASEMENT ♦ STAMPED RCE 29577 . - 11 TO REMAIN a .• ^i \� \ /e, �ii�ii�, 4 ^/v ` i\ ♦ \� ,t PROTECT IN PLACE. \ FOU s ' IRON PIPE - �- - �' r`` WETLAND W SC INELIGIBLE . 11 LIMITS OTECT IN PLACE. REBAR IN APN 261- 290 -57 FOUND = �; ♦, ` / I - -_ - I c j FO ND 2" IRON P PE W DISC CONCRETE MONUMENT. ♦ -- PROTECT IN PLACE.- ♦ 1 ' S AMPE RCE 9577. WETLAND i ROT IN 7C LIMITS �- I x CONSTRUCTION NOTE S: ! / / O1 6" CURB PER SDRSD G -1 17 STORM DRAIN STRUCTURE SHOWN FOR REFERENCE ONLY. REFER TO GENERAL NOTES UTILITY PLAN ON SHEETS 7 -8 1) CONTRACTOR TO CONFIRM LIP OF GUTTER ELEVATIONS TIE INTO O2 6 CURB AND GUTTER PER SDRSD G -2, TYPE G 18 6 PCC PAD FOR EV CHARGERS, 18"X18". SEE ARCHITECT PLANS. EXISTING AC AT SAWCUT LINE WITH MAX. 4% SLOPE PRIOR TO POUR ® 3' WIDE VALLEY GUTTER PER DETAIL 'C' ON SHEET 10 51 CURB RAMP WITH 6" MONOLITHIC CURB SIDES PER RSD G -31 (TYPICAL FOR ALL CURB & GUTTER) © SAWCUT LINE ® SITE LIGHT FIXTURE PER ARCHITECT PLANS �Z O7 AC PAVEMENT PER SHEET 4 61 AC GRIND AND OVERLAY PER DETAIL 'H' SHEET 10 (DEPTH VARIES) EXISTING EASEMENT NOTES 20' 0' 10' 20' ® ENERGY DISSIPATION, 2'X2' MIN. ROUNDED WASHED COBBLE, 6" © CONCRETE THICKENED EDGE 18" DEEP, 12" WIDE BELOW EDGE OF THICK SIDEWALK 11 COVENANTS, CONDITIONS, AND RESTRICTIONS (BUT NOT OMITTING THEREFROM ANY COVENANT OR O9 DEEPENED CURB PER DETAIL 'B' ON SHEET 10 © CONCRETE BACKFILL AT PIPE CULVERT PER MULTI -USE PLANS BY RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL SCALE: 1 " = 20' KHA ORIGIN, IF ANY, UNLESS AND ONLY TO THE EXTENT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 10 EXISTING TREE TO REMAIN, PROTECT IN PLACE g4 PIN ON CURB WITH 1/2" DIA. STEEL DOWELS @ 4' C.C. MIN. 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT 11 LIMIT OF WORK LENGTH 8 INTO SLAB. MODIFY CURB FACE TO MATCH SHAPE OF 6 DISCRIMINATE AGAINST HANDICAPPED PERSONS) AS SET FORTH IN THE DOCUMENT RECORDED MARCH CURB PER SDRSD G -1 20, 1990 AS FILE NO. 90- 148434 OF OFFICIAL RECORDS. 65 QROFESS /O 12 BIOFILTRATION WITH PARTIAL RETENTION SEE DETAIL 'M' SHEET 11 PCC PAVING PER SHEET 4 �I O D N '�< 14 AN EASEMENT FOR THE PURPOSE SHOWN BELOW AND RIGHTS INCIDENTAL THERERTO AS SET FORTH IN D � ' S F2 3FT WIDE CURB OPENING WITH CONCRETE APRON PER DETAIL E 13 66 TRUNCATED DOMES PER SDRSD G -30 (YELLOW) A DOCUMENT TO PACIFIC BELL, A CALIFORNIA CORPORATION FOR UNDERGROUND COMMUNICATION � � ON SHEET 10 FACILITIES RECORDED DECEMBER 14, 1994 AS INSTRUMENT /FILE N0. 1994 - 0712154 OF OFFICIAL FUSCOE � m m 14 SIDEWALK UNDERDRAIN STRUCTURE 3 H X 36 WIDE PER SDRSD O CURB RAMP RECORDS. SAID MATTER AFFECTS A PORTION OF SAID LAND AND IS MORE FULLY DESCRIBED IN SAID II�� C 75822 D -25, TYPE A DOCUMENT. * EXP. 06 -30 -20 16 TRANSITION FROM 6" CURB TO 0" FLUSH CURB O5 2' AC SAWCUT PER DETAIL 'I' ON SHEET 10 E N G I N E E R I N G sTyT clv)� ��\P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CA�1F0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BIDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JIG BIDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC M D APPROVED: GRADING PLAN FOR: CONCRETE SLAB OF OLIVENHAIN PUMP STATION SAN ELIJO JOINT POWER AUTHORITY LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 2695 MANCHESTER AVENUE MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH &u 4 t7 44mew- CARDIFF, CALIFORNIA 92007 14321 -G OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 S _ AK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER / CITY ENGINEER APN(S): 261- 010- 13 -01& 261- 010 -13 -02 RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH ELEVATION: 18.56 DATUM: NAVD88 EXP.: 06 -30 -2020 INSPECTOR DATE DATE PLANNING CASE NO: 17 -272 DR CDP PRECISE GRADING PLAN SHEET 5 OF 13 C: \USERS \LIZETTE SALAZAR \APPDATA \LOCAL\ TEMP \ACPUBLISH -8000 \1644- 001- PG- PG.DWG (05 -14 -20 1:14:13PM) Plotted by: Lizette Salazar 1 L wl Lij 21 wl Uj 1 1 1 1 1 1 1 1 34.1 FSt 6 MATCH EX.- - EXISTING BUILDING TO REMAIN OPEN SPACE) 11 - _ FOR BIKE PATH IMPROVEMENT E- - - - -�- SEE MULTI -USE PATH DRAWINGS 2 h -i4) y 35.6FSt MATCH EX. 26.1' 6 11 5 1 H �j � • L 'CH EX. • CH EX. .9 • O I F_ X 0 " _, �� - • mil. +mot_ 37.50FL o�36.6OTC 7 R ME OV AE ND 2 36.1OFL REPLACE CONCRETE °4 VALLEY GUTTER 9. 9T 6 11 75 36.4FSt 37.7FS 37.7FSt MATCH EX. 36.6FSt MATCH EX. MATCH EX. 36.5FS I/ 38.1 FSt \ 7 39 MATCH EX. \ GUTTER 25.00TC 25.00FS o 1 ° 66 00 1 24.95FS 0 0 00 0 0 ` PA o 0 1 ° 65 O O 0 54 1 0 o ® O 0 0 25.32FS 0 O 1 00 24.91 FS 00 \q 1 ° 0 25.29FS 00 ° 24.9 1 0 O 25.25FS 0 00 1 2� 24.6 S o 0 0 1 00 0 ss 1 000 L 24.78FS 24.58FS o ° 2 1 24.29FS 00 5 I�j \ 39 III III I I� 38.7FSt MATCH EX. GUTTER ° Ih �\ I� � � t / 40.10TC - 9 98 �Q 7aFL 1 a 1 1 1 25.39FS 1 1 1 >.34F 1 5.44FS 1 5.48FS 1 X 1 1 Ora 1 O O LP 65 3FS. 0 25.23FS 1 1 0 0 5.07FS 5.22F 1 9FS 0 0 25.14F -- - - - - -- --------- -- -- S- - -- 24.69FS ` ' - - - -- 25.09F 1 245 0 24.64FS - - > 54 2 16 4 25.06FS 24.74TC 4.55FS 4.89FS 24.97 S 1 24.24FS I 24.68TC 24.71 FS 24.18FS 1 24.99RIM PA 24.77FS 24.5FG 10 1 / 24. FIG 10 PA 1 23.83TC Q 24.53FS 1 l 24.19TC 24.39TC 1 1 2 93 OTC - 1 23.93TC �237FSt 6 11 5 1 23.5FSt MATCH EX. 1 -------- - - - - -- MATCH EX. - -------------------- - - - - - -- -- SCALE 1 " =10' I I '- Q V1 CONSTRUCTION NOTES: O1 5" CURB PER SDRSD G -1 O2 6" CURB AND GUTTER PER SDRSD G -2, TYPE 'G' ® 3' WIDE VALLEY GUTTER PER DETAIL 'C' ON SHEET 10 © SAWCUT LINE O7 AC PAVEMENT PER SHEET 4 10 EXISTING TREE TO REMAIN, PROTECT IN PLACE 11 LIMIT OF WORK 15 FH POST PROTECTION PER WAS WM -04 16 TRANSITION FROM 6" CURB TO 0" FLUSH CURB STORM DRAIN STRUCTURE SHOWN FOR REFERENCE ONLY. REFER TO UTILITY PLAN ON SHEETS 7 -8 54 SITE LIGHT FIXTURE PER ARCHITECT PLANS 65 PCC PAVING PER SHEET 4 66 TRUNCATED DOMES PER SDRSD G -30 (YELLOW) O5 2' AC SAWCUT PER DETAIL 'I' ON SHEET 10 z 20' 0' 10' 20' SCALE: 1 " = 20' r - -- ---- ---- -. .--- ---- -mk 6T: "�J "" 27.00RIM 17 34.38TC ENGINEERING DIVISION APPROVALS LP CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 26.33FS cm.�1 4.39FS 66 00 00 34.OFSt PA I 34.OFSt 26.51 TC 1 34.40TC 34. OTW 1 MATCH EX. 25.83FS CH EX. 1 27.23TC PLANS PREPARED UNDER SUPERVISION OF REC D APPROVED: 25.33TC 25.33FL 26 03T 26.13TC 25.8FG 10 2 . 3TC 26. FL 0 CONCRETE SLAB OF OLIVENHAIN PUMP STATION o 0.5% 3 . 25. 86W o 0 34.00FS I \ LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS 0 0 L -4wa,4 � 7,/. 2695 MANCHESTER AVENUE 14321 -G 1 ■ 25.3FSt 25.7FSt 25.83TC 66 I 25.90TC 25.90FL 26.6FSt MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER 1 MATCH EX. MATCH EX. 5 11 6 25.83FS 26.73TC 17 MATCH EX. 1 CARDIFF, CALIFORNIA 92007 S 26.3FSt 25.90FL 1-- _ - - - - -- C 1 R.C.E. NO.: C 75822 S OWAK 1 t34. DETAIL 'B' ..� 1I ROFESS /O REVIEWER 33.6X SCALE 1 " =10' I 50TW APN(S): 261 - 010- 13 -01& 261- 010 -13 -02 - _ FUSCOE S ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE II�1i� 1 25.43BW DATE R IT DATE 33.6FSt 1 ST9T CIVIL ��\P F tel 858.554.1500 ° fax 858.597.0335 ° www.fuscoe.com OF CAL�F� MATCH EX. RETA ING WALL 4.50 4 C C STAIRS PER 1 5' MAX. EXPOSED W /ENHANCED L3Z ARCHITECT34.50TW 33.60TC ISHED MATERIALS 3.87FS 34.00FS 33.10FS PER BLDG P 25.60BW 33.17B 4.50TW 1 25.55BW -Cti- 1 1 PA m u 25.5OFS 25.43FS Ira 16 PA \ ,3 1 30. 1 1 DESCRIPTION 25.34FS .��I�v 26.33TC f AS -BUILT APPROVALS 6T: "�J "" 27.00RIM 17 1 ENGINEERING DIVISION APPROVALS LP CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. 26.33FS 1 PA RIDGE 26.51 TC 1 26.51 FS 1 DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE 25.83FS INT. 27.23TC PLANS PREPARED UNDER SUPERVISION OF REC D APPROVED: 25.33TC 25.33FL 26 03T 26.13TC 25.8FG 10 2 . 3TC 26. FL 1 CONCRETE SLAB OF OLIVENHAIN PUMP STATION o C OOOO OOOOo SAN ELIJO JOINT POWER AUTHORITY 0000 00000 LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS 0 0 L -4wa,4 � 7,/. 2695 MANCHESTER AVENUE 14321 -G 25.3FSt 25.7FSt 25.83TC 66 I 25.90TC 25.90FL 26.6FSt MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER 1 MATCH EX. MATCH EX. 5 11 6 25.83FS 26.73TC 17 MATCH EX. 1 CARDIFF, CALIFORNIA 92007 26.3FSt 25.90FL 1-- _ - - - - -- MATCH EX. R.C.E. NO.: C 75822 S OWAK EDWARD J. WIMMER DETAIL 'B' ..� 1I ROFESS /O REVIEWER SCALE 1 " =10' I q ��OP� D . APN(S): 261 - 010- 13 -01& 261- 010 -13 -02 - _ FUSCOE w rmrt Or- ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE II�1i� C 75822 BRYAN D. SMITH EXP.: 06 -30 -2020 DATE E N G I N E E R1 N G * EXP. 06 -30 -20 DATE 6390 Greenwich Dr., Suite 170, San Diego, California 92122 ST9T CIVIL ��\P F tel 858.554.1500 ° fax 858.597.0335 ° www.fuscoe.com OF CAL�F� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS 6T: "�J "" "" "JRV 6T: `ri 6T: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S BIDS JG BIDS BIDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC D APPROVED: GRADING PLAN FOR: CONCRETE SLAB OF OLIVENHAIN PUMP STATION SAN ELIJO JOINT POWER AUTHORITY LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 L -4wa,4 � 7,/. 2695 MANCHESTER AVENUE 14321 -G MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH PLANNING W�e� CARDIFF, CALIFORNIA 92007 OF THE NORTHBOUND INTERSTATE HIGHWAY 5 R.C.E. NO.: C 75822 S OWAK EDWARD J. WIMMER FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER / 5 a" CITY ENGINEER 5C� /20 APN(S): 261 - 010- 13 -01& 261- 010 -13 -02 ELEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2020 DATE PLANNING CASE NO: 17 -272 DR CDP PRECISE GRADING PLAN SHEET 6 OF 13 DATE C: \USERS \LIZETTE SALAZAR \APPDATA \LOCAL\ TEMP \ACPUBLISH -8000 \1644- 001- PG- PG.DWG (05 -14 -20 1:14:28PM) Plotted by: Lizette Salazar I I I I � � I I/ I I � I I I I I II I II I II II I II I I I^ I I j I I II ,IMF L I I I I I I I I I I I a� Q N� I it i w I I I '' I I I E 8" S s I I i I II I FM I- A F J I VI I C C Iz �W rn "0 z to CP . 2" WATER FIRE DEPARTMENT'NOTES: 1) INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE / OF HYDRANT SIDE 2) INSTALL "GREEN DOT" REFLECTIVE FIRE DEPARTMENT CONNECTION MARKER 4" TO 6" FROM CENTER LINE ON FDC / 3) ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S); 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION i 4) "SEPARATE PLANS FOR FIRE SERVICE UNDERGROUND PIPING SHALL BE SUBMITTED TO THE FIRE / PREVENTION BUREAU FOR APPROVAL PRIOR TO PERMIT ISSUANCE. STRICT ADHERENCE TO NFPA 13 AND 24 SHALL BE REQUIRED. ALL EXPOSED PIPING AND VALVES SHALL BE PROTECTED BY A DURABLE FINISH. CALCULATIONS FOR FIRE SPRINKLER SYSTEM(S) SHALL BE RUN TO THE POINT OF CONNECTION TO THE WATER DISTRICT MAIN INCLUDING CHECK VALVES AND DOUBLE 0, S AND Y / GATE VALVES UTILITY DEMOLITION NOTES: / DA EXISTING TO BE REMOVED / EXISTING TO REMAIN. PROTECT IN PLACE. A EXISTING TO BE RELOCATED. l WAI DRY UTILITIES TO BE COORDINATED WITH UTILITY PROVIDER, SHOWN FOR / ENCAS -EM REFERENCE ONLY. / ;= SEE Bt APN 261- 010 -013 76 1� FOR BIKE PATH AND MANCHE 721 ' :.681 E -0 AVENUE IMPROVEMENTS, SI -USE PATH DRAWING 1 FW - 14LF 10" WTR 13.501 & 15.7±IE ALVES SS SS <i'->-- S 1� 21 43/ �S E� 1 WjAW n u i g 19 24.50TG S 3 21.901E SSCO 1a ,D 1 v_ SS 37 / s9 6 G \ i 44 �8� 4 \ / M \ \ 18.41 / 24.16RIM ` \ IE S`' 21 2357R IM ®00 21.451E -IN 1 0 20.041E - � E-SLE A" 1- DOMED �� A 5S_UT FM J FM- 1-9. 90TP F� � nrW- Frn AND�RRY CAP 1F0 AB `FM 43 19.70TP r Z N ALLED c�0 G G I b.b±tE -FM} G G 18.7tTP) / c� n W „ „ W / j/ / \ ABANDONED 4NX2 ELEC. DUCT W \- - -- - -- - 77 SS S SS S ASS SS NED .5' 18.81 TP -SS SS - 21.621E \ 77 � �o 40 24.8TG 19 21.861E C 16" SS FM AND ��✓ 22\. 1 71 ABANDON A 42 SS FM F 2 77 S E UNDE FOOTING 0 76 $D SD 1 FM 900 ' 31.171E SD SD 4 Li ANDONED FM o 0 0 00 0 ZZ.SZIL FOR SS LATERAL 5 I 20.501E SD S 1 SS I SD PROP. HEADQUARTERS BUILDING U FM F� FMM FM LIND �SIo C PING LINE FM BY OTHERS 0 F FM 32.90TG \ 19 43 FMN SF 1 29.901E S / M • o / 3 -FM SF 1 32 E XS __771 1 RW ,� 1 rn 49 43 29.0 P 19 FW FW FW 1 29.351E IN U 23.721E -OUT 1 E E E � 1 • 1 1 ®® �1 CI 1 10o OE 31.251E 76 0 87.24LF -1 " PVC A • - S 8 RECL�MED WATER LJJ RW R 11_LI CONNECT TO EX. 42 43 1= '___3 76 12" RECLAIMED WATER ABANDONED 25.5 FF LVL 1 3 1 3 1 W SS FM ( ) 36.08LF -12" PVC A _ 27 34.5 FF (LVL 1.5) RECLAIMED WATER 40 25.20TG 77 2 (23.0 -8 (n D 10" SS FM BMP -3 O 23.381E 1 25 43 CONNECT TO EX. 22.171E- UT " SS FM 24.83 RIM 12" RECLAIMED 34 S 25.471 1g 1 SD 22.80 IN WATER 23.471E FS 19.83 OUT W I? F1 14 23 i i 23.OtIE 43 SD / � �, O •, LINE # 4 � � 111. �, 41 _ 22.86' S15'58'26 "W 2.0% SUSTAINABLE 0.14CFS FLOW CAPACITY AND SD CLEANOUT STRUCTURE 0 INA N15'58'26 "E 2.0% 4" PVC PATH DRAWINGS FOR DESIGN. ® 45 DEGREE BEND WITH TRUST BLOCK 21 PROPOSED 2" WATER BFP PER WAS WR -01 AND CONNECT TO EXISTING MAIN 43 O CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATION, DEPTH, AND SIZE S63'32'57 "W 0.60% 24" HDPE PRIOR TO COMMENCING CONSTRUCTION © CONNECTION TO PROPOSED CULVERT PER MULTI -USE DRAWINGS BY OTHERS 44 TYPE 'B' CURB INLET W/11 FT WING PER SDRSD D -02 © UNDERGROUND DETENTION VAULTS PER DETAIL '0' SHEET 12 G °o o�GE G L�*Go- OTP 50TP 43 22.7001E W W W W 32 W W W W W W W W W W EX. 4' WATER 21.75TP -- - -^ - - - - - - - - - - - - - - - - - - - -- -- - - - - -- -3343 - -- - -- _z - _ aj EXISTING 30" SS OUTFALL - 1 �WW �ZW1 " - EX. 1PVC LAIME ATER .__.__.__.__.__. .__.__._ __.__._ _.__.__,__, _,_ __ __.__:__. .__ __ __ __ __ __ __ __.__.__.__.__.__,__ __ _ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ _ _ __ __ _ __ __ _ __.__,n_.__.__ _ -0 0 E, EEX. ELECTRIC E � - - -- -- �- �--- - - - - -- I j> MED I CAUTION!! E E EXISTING GAS L1 / • EXISTING 2 GAS ♦ �' ♦ �� STING2� PROT T I P ♦ „ ♦ WETLAND - - - „i�rrr�..e� - - - - - j - - - - - - - - - - - - 1 o LIMITS , PROPERTY LINE "" WETLAND APN 261- 290 -57 NOTE: •" � LIMITS UTILITY CONSTRUCTION NOTES: LINE # LENGTH 19 18X18 PRECAST CATCH BASIN PER DETAIL 'F', SHEET 10 41 PROPOSED STORM DRAIN MULTIQUIP PUMP MODEL ST204T (OR EQUAL) W/ 22.86' S15'58'26 "W 2.0% SUSTAINABLE 0.14CFS FLOW CAPACITY AND SD CLEANOUT STRUCTURE 0 PROPOSED CULVERT SHOWN FOR REFERENCE ONLY. REFER TO MULTI -USE N15'58'26 "E 2.0% 4" PVC PATH DRAWINGS FOR DESIGN. ® 45 DEGREE BEND WITH TRUST BLOCK 21 PROPOSED 2" WATER BFP PER WAS WR -01 AND CONNECT TO EXISTING MAIN 43 O CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATION, DEPTH, AND SIZE S63'32'57 "W 0.60% 24" HDPE PRIOR TO COMMENCING CONSTRUCTION © CONNECTION TO PROPOSED CULVERT PER MULTI -USE DRAWINGS BY OTHERS 44 TYPE 'B' CURB INLET W/11 FT WING PER SDRSD D -02 © UNDERGROUND DETENTION VAULTS PER DETAIL '0' SHEET 12 46 22.5DEG VERTICAL BEND W /RESTRAINED JOINTS ® BIOCLEAN MODULAR WETLAND, MODEL NO. MWS- L- 8- 12- 4'- 2.5 " -C, SEE ® INSTALL PIPE THROUGH STEEL PIPE CASING - 25LF OF 16" SLEEVE UNDER 0.50% DETAIL ON SHEET 11 ® CULVERT (SLEEVE PER MULTI -USE PATH DRAWINGS Q BIOCLEAN MODULAR WETLAND, MODEL NO. MWS- L- 4- 4- 4' -11 " -V SEE 49 6 "X12" CUT IN TEE AND GATE VALVE PER WAS WV -01 37.61' DETAIL ON SHEET 11 ADJUST EXISTING SANITARY SEWER MANHOLE TO GRADE. JOIN EXISTING © 24X24 PRECAST CATCH BASIN PER DETAIL F, SHEET 10 6 © 36.27' N51'43'45 "W 0.50% 8" PVC MANHOLE PER SDRSD SM -04 AND RECHANNEL INVERT AS REQUIRED 30.24' N13'25'28 "W 0.50% 8" PVC 68 30X30 PRECAST CATCH BASIN PER DETAIL F, SHEET 10 © A4 STORM DRAIN CLEANOUT PER SDRSD D -09 69 REMOVE (E) 4" COPPER WATER LINE ATTACHED TO STORM DRAIN 9 © N59-13'1 5"W 1.00% STRUCTURE AND INSTALL 4" PVC IN SLEEVE UNDER PAVEMENT. CONNECT 14 CONNECT TO EXISTING 10" WATER STUB FOR FIRE MAIN PER WAS WF -05 N39'03'55 "E TO (E) WATER EACH SIDE (FOR REFERENCE ONLY, PER MULTI -USE ©0 PROPOSED POST- INDICATOR VALVE (PIV) 20.80' IMPROVEMENT PROJECTS) 1.00% 6" PVC OO INSTALL 1" PVC LATERAL TO DRINKING FOUNTAIN 31 PROPOSED FIRE DEPARTMENT CONNECTION (FDC) 71 INSTALL DRINKING FOUNTAIN, INCLUDING WATER CONNECTION AND DRAINAGE 3© PROPOSED FIRE HYDRANT ASSEMBLY PER WAS WF -01 2.00% PER ARCH, DWGS, DETAIL 14 /AS -404 „ ® ADA COMPLIANT MANHOLE COVER PER 14321 -I PLAN SET © CONNECT TO EXISTING 4 WATER WITH 4X4 CUT IN TEE AND GATE VALVE PER WAS WV -01 © RETAINING WALL SUB - DRIAN SEWER CLEANOUT PER SDRSD SC -01 © WALL SUB -DRAIN COLLECTOR PIPE, 4" PVC TIGHT -LINE SLOPE AT 0.5% 38 PROPOSED 10" FIRE BACKFLOW PREVENTER PER WAS WF -05 MIN. TO OUTFACE 40 AREA DRAIN PER DETAIL 'G' SHEET 10 (5 INSTALL TIDEFLEX VALVE SERIES 37G ON 24" HDPE OUTLET PIPE PRIVATE STORM DRAIN DATA TABLE LINE # LENGTH DIRECTION SLOPE SIZE & MATERIAL �1 22.86' S15'58'26 "W 2.0% 2" PVC FM �2 10.10' N15'58'26 "E 2.0% 4" PVC �3 8.29' S62-53'1 2"W 1.25% 24" HDPE ® 22.52' S63'32'57 "W 0.60% 24" HDPE �5 20.55' S09'49'58 "E 3.90% 18" HDPE © 3.57' S80- 10'02 "W 3.90% 18" HDPE �7 1.27' N09'49'58 "W 0.50% 12" HDPE ® 31.92' N55'05'06 "W 0.50% 12" HDPE �9 37.61' N55'05'04 "W 0.50% 12" HDPE 10 36.27' N51'43'45 "W 0.50% 8" PVC 11 30.24' N13'25'28 "W 0.50% 8" PVC 12 83.19' N00'05'48 "E 1.88% 8" PVC 13 55.27' N59-13'1 5"W 1.00% 8" PVC 14 44.30' N39'03'55 "E 1.00% 6" PVC 15 20.80' S00'00'00 "E 1.00% 6" PVC © 65.37' N90'00'00 "W 2.00% 6" PVC 1� 26.32' N00'00'00 "E 2.00% 6" PVC PRIVATE STORM DRAIN DATA TABLE LINE # LENGTH DIRECTION SLOPE SIZE & MATERIAL 18 29.37' N00'1 1'47 "W 2.00% 6" PVC 19 13.67' N35- 11'10 "E 0.50% 24" HDPE �0 26.07' N11- 11'52 "E 0.50% 24" HDPE 21 101.29' N00'03'08 "W 0.50% 24" HDPE ©2 140.43' N00'06'1 9 "E 0.60% 24" HDPE 2 33.47' N35'04'55 "W 5.00% 24" HDPE ® 3.24' N44'59'34 "E 1.00% 8" PVC 25 11.54' N89'53'41 "W 17.25% 18" HDPE © 2.82' N45'06'19 "E 1.00% 8" PVC 27 14.47' N00'06'1 9 "E 1.00% 8" PVC ® 12.37' N00'06' 1 VE 0.50% 8" PVC 0 8.63' N89'53'41'V 0.50% 6" PVC ®0 41.13' N00'03'08 "W 0.50% 6" PVC 31 69.89' N00'03'57 "E 0.50% 6" PVC ®2 8.53' N90'00'00 "E 0.50% 6" PVC ®3 2.79' S68-27'1 2"E 0.50% 6" PVC ® 23.23' N60'19'43 "W 0.50% 6" PVC CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRA une FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 F. \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001- PG- UT.DWG (05 -14 -20 1:28:13PM) Plotted by: Lizette Salazar BRYAN D. SMITH PLANNING REVIEWER SENIOR ENGINEER DATE INSPECTOR PRIVATE STORM DRAIN DATA TABLE LINE # LENGTH DIRECTION SLOPE SIZE & MATERIAL 40 27.68' N32'28'24 "E 0.90% 6" PVC 41 3.44' N78'48'08 "W 24.1% 6" PVC 42 5.54' N90'00'00 "W 18.4% 6" PVC 43 18.35' N26- 11'28 "W 2.0% 4" PVC ® 4.66' S63'48'32 "W 2.0% 4" PVC 45 12.60' N21'00'48 "W 0.5% 12" HDPE 46 22.45' S00'02'42 "E 0.57, 6" PVC 1) ALL STORM DRAIN AND SEWER ANGLE /JUNCTIONS SHALL BE MADE WITH SWEEPS /WYES PER CBC 2) ALL PRESSURE PIPES 4" OR LARGER TO HAVE RESTRAINED JOINTS PER PROJECT SPECIFICATIONS 3) HDPE STORM DRAIN PIPES TO HAVE WATER TIGHT PRIVATE RECYCLED WATER DATA TABLE LINE # LENGTH DIRECTION /DELTA SIZE & MATERIAL SIZE & MATERIAL 51.17 N00'00'00 "E 12" C900 PVC 2Q 51.02 N45'00'00 "W 12" C900 PVC 1 1 1 PRIVATE SEWER DATA TABLE LINE # LENGTH DIRECTION /DELTA SLOPE SIZE & MATERIAL < 110.74 1 0.9% JOINTS O2 37.53 N63'48'32 "E 2.0% 6" PVC (SDR35) 3O 18.46 N22'45'11 "E 1.0% 4) ALL PVC STORM DRAIN TO BE SDR35 18.46 PRIVATE DOMESTIC WATER DATA TABLE N31'43'28 "W 0.5% ' PRIVATE SEWER DATA TABLE LINE # LENGTH DIRECTION /DELTA SLOPE SIZE & MATERIAL < 110.74 N00'48'28 "W 0.9% 6" PVC (SDR35) O2 37.53 N63'48'32 "E 2.0% 6" PVC (SDR35) 3O 18.46 N22'45'11 "E 1.0% 6" PVC (SDR35) O4 18.46 N22'45'11 "E 15.8% 6" PVC (SDR35) 5 92 N31'43'28 "W 0.5% 6" PVC (SDR35) O6 110.75 NOO'00'00 "E 1 3.7% 1 6" PVC (SDR35) PRIVATE FIRE WATER DATA TABLE DIRECTION /DELTA LINE # LENGTH DIRECTION N01'18'13 "E SIZE & MATERIAL 9.98 1Q 97.00' N00'37'42 "W 10"C900 S89'54'52 "E PVC DR -14 30.99 2Q 1.64' N19'22'181 10"C900 N89- 11'55 "E PVC DR -14 30 69.37' N65'22'1 8 "E 10"C900 PVC DR -14 ® 9.82' N42'30'00 "E 10" C900 PVC DR -14 5Q 241.15' N00'00'00 "E 10" C900 PVC DR -14 © 31.65' N90'00'00 "W 6" C900 PVC DR -14 07 2.46' S89'58'32 "E 6" C900 PVC DR -14 ® 87.06' N00'01'13 "E 6" C900 PVC DR -14 9Q 12.57' S89'58'47 "E 6" C900 PVC DR -14 z 20' 0' 10' 20' 'I�ql SCALE: 1 " = 20' FIRE WATER NOTE: .� = FUSCO E 1) BLOW OFFS TO BE INSTALLED AT ANY LOW E N G I N E E R I N G POINTS AND AIR RELEASES TO BE INSTALLED AT ANY HIGH POINTS 6390 Greenwich Dr., Suite 170, San Diego, California 92122 tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INT. LINE # LENGTH DIRECTION /DELTA SIZE & MATERIAL 10 7.62 N01'18'13 "E 2" COPPER O2 9.98 N26'47'53 "W 2" COPPER O3 42.18 S89'54'52 "E 2" PVC ® 30.99 N63- 11'55 "E 4" PVC O5 3.33 N89- 11'55 "E 4" PVC z 20' 0' 10' 20' 'I�ql SCALE: 1 " = 20' FIRE WATER NOTE: .� = FUSCO E 1) BLOW OFFS TO BE INSTALLED AT ANY LOW E N G I N E E R I N G POINTS AND AIR RELEASES TO BE INSTALLED AT ANY HIGH POINTS 6390 Greenwich Dr., Suite 170, San Diego, California 92122 tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 05/14/2020 R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2020 REC D APPROVED: �V"�1 Nirrrew �ciwR�ci(l �yi S NOWAK EDWARD J. WIMMER CITY ENGINEER522V20 �� aC _�� DATE DATE GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY 2695 MANCHESTER AVENUE CARDIFF, CALIFORNIA 92007 APN(S): 261-010-13-01& 261-010-13-02 PLANNING CASE NO: 17 -272 DR CDP UTILITY PLAN /,OoFESS /ONv 0. S C F� '5� -�,P 1� -A Z E5 m = m C 75822 EXP. 06 -30 -20 r�q7 C I V11_ ��\P F OF- CA��FO DRAWING NO. 14321 -G SHEET 7 OF 13 ■ 1 1 1 1 1 1 1 1 1 1 1 ti 1 w 1 -� U) W 1 U) 1 M/ FM 1- 1 1 1 1 1 1 SE �L 1 1 _ 1 1 1 ■ UTILITY CONSTRUCTION NOTES: © CONNECTION TO PROPOSED CULVERT PER MULTI -USE DRAWINGS BY OTHERS ® DUAL STAGE HYDRODYNAMIC SEPARATOR PER DETAIL 'L' SHEET 11 3© PROPOSED FIRE HYDRANT ASSEMBLY PER WAS WF -01 39 TYPE 'A' CURB INLET PER SDRSD D -01 ®CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATION, DEPTH, AND SIZE PRIOR TO COMMENCING CONSTRUCTION 49 6 "X12" CUT IN TEE AND GATE VALVE PER WAS WV -01 PRIVATE STORM DRAIN DATA TABLE LINE # LENGTH DIRECTION SLOPE SIZE & MATERIAL 35 4.42' N84'24'1 4 "E 1.51% 12" HDPE 36 7.52' N45'05'35 "E 1.51% 12" HDPE 3 1.99' N00'05'35 "E 1.51% 12" HDPE 3® 5.49' S43 °09'38 "E 3.8% 12" HDPE PRIVATE FIRE WATER DATA TABLE LINE # LENGTH DIRECTION SIZE & MATERIAL 09 59.08' N44'28'42 "E 6" C900 PVC DR -14 (CHANGE NO. DESCRIPTION APPROVED F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001- PG- UT.DWG (05 -14 -20 1:28:29PM) Plotted by: Lizette Salazar -- - - _ - SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE. 2. THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECT. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760) 633 -2709. ALL WORK PREFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 3. THE CONTRACTOR WILL BE REQUIRED TO SCHEDULE A MANDATORY PRE - CONSTRUCTION CONFERENCE WITH THE SAN DIEGUITO WATER DISTRICT INSPECTOR PRIOR TO COMMENCEMENT OF WORK ON WATER IMPROVEMENTS. PHONE: (760) 633 -2709. 4. UNLESS OTHERWISE NOTED, ALL CONNECTIONS TO EXISTING MAINS WILL BE MADE BY THE CONTRACTOR, UNDER THE SUPERVISION OF SAN DIEGUITO WATER DISTRICT, AFTER PAYMENT OF THE ESTIMATED COST BY THE DEVELOPER. 5. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48 INCHES BELOW CENTERLINE FINISH GRADE OF STREET. 6. ALL SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS. 7. CONTRACTOR TO FURNISH ONE INCH COPPER WATER SERVICE AND METER BOX FOR EACH RESIDENTIAL LOT. 8. CONTRACTORS SHALL ACQUIRE A TRENCHING PERMIT FROM THE CALIFORNIA DIVISION OF SAFETY FOR ALL TRENCH WORK. 9. INSTALL FIRE HYDRANTS 2.5 FEET FROM FACE OF CURB, IF NO SIDEWALK EXISTS, OR 7 FEET FROM FACE OF CURB WHERE SIDEWALK EXISTS OR WILL BE CONSTRUCTED. 10. PROVIDE AIR RELEASE ASSEMBLIES AT ALL HIGH POINTS IN WATER MAIN. 11. CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF ENCINITAS FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. 12. THE DISTRICT REQUIRES THAT COMPACTION TESTS BE TAKEN WHERE WATER LINES ARE INSTALLED WITHIN EXISTING COUNTY RIGHTS -OF -WAY, CITY OF ENCINITAS RIGHTS -OF -WAY, OR PRIVATE EASEMENTS, AND THE RESULTS APPROVED BY THE CITY OF ENCINITAS, BEFORE THE WATER LINES ARE ACCEPTED AND A COPY SENT TO THE SAN DIEGUITO WATER DISTRICT OFFICE. 13. PRIOR TO AWARDING WATER LINE CONTRACT, OWNER SHALL ADVISE PROSPECTIVE CONTRACTORS TO OBTAIN AND REVIEW CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) SPECIFICATIONS. 14. FILL AREAS MUST BE COMPACTED TO 90 %, PRIOR TO PIPE INSTALLATION. 15. APPROVAL OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. DATE I BENCHMARK AS -BUILT APPROVALS OF THE NORTHBOUND INTERSTATE HIGHWAY 5 FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 PUBLIC WORKS BRYAN D. SMITH PLANNING REVIEWER SENIOR ENGINEER DATE INSPECTOR ■ 1 1 1 1 1 1� Lu 1U) Iw In 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ■ SAN DIEGUITO WATER DISTRICT NOTES FOR IMPROVEMENT PLANS (CONY.): 16. ALL EXISTING FACILITIES WHICH MAY EFFECT FINAL DESIGN, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 17. WATER CONNECTIONS TO COMMERCIAL DEVELOPMENTS SHALL HAVE AN APPROVED BACKFLOW DEVICE INSTALLED TO THE DISTRICT'S SATISFACTION AND CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. BACKFLOW DEVICES ARE TO BE INSTALLED DIRECTLY OUTSIDE CITY OR COUNTY RIGHT -OF -WAY OR OUTSIDE WATER DISTRICT EASEMENT. REPAIR, MAINTENANCE AND ANNUAL TESTING OF BACKFLOW DEVICE ARE RESPONSIBILITY OF OWNER. 18. MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 19. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 20. CONTRACTOR AND DEVELOPER ARE RESPONSIBLE TO RELOCATE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERSNALVES, VALVE BOXES, ETC.) THAT ARE EFFECTED BY THEIR PROJECT. 21. CONTRACTOR TO SUPPLY DOCUMENTATION SHOWING THAT ANY ASBESTOS WATER PIPES REMOVED FROM THE GROUND WERE DISPOSED OF IN A MANNER ACCEPTABLE TO THE SAN DIEGO COUNTY WASTE DIVISION. 22. USE THE FOLLOWING VARIOUS COMBINATIONS OF PLAIN END PIPE LENGTHS WITH HIGH DEFLECTION COUPLINGS AND INTEGRAL BELL END PIPE FOR CURVED ALIGNMENTS IN BOTH HORIZONTAL AND VERTICAL DIRECTIONS. DO NOT BEND PIPE BETWEEN COUPLINGS. SAW CUT INTEGRAL BELL END OF STANDARD PIPE AND BEVEL END FOR USE WITH DEFLECTION COUPLINGS. USE 9.5 -FOOT PLAIN END PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 140 FEET TO 270 FEET. USE 19 -FOOT PIPE LENGTHS WITH DEFELCTION COUPLINGS FOR ALL RADII BETWEEN 270 FEET TO 560 FEET. USE AND INTEGRAL BELL END PIPE LENGTH JOINED TOGETHER WITH A 19 -FOOT PLAIN END PIPE LENGTH TO FORM A CHORD. USE DEFLECTION COUPLINGS ON EACH END OF THE CHORD AND CONTINUE THIS COMBINATION THROUGH THE CURVED ALIGNMENT FOR ALL RADII BETWEEN 560 FEET TO 1,150 FEET. PIPE LENGTHS SHORTER THAN 9 FEET WILL NOT BE USED UNLESS SPECIFICALLY AUTHORIZED THE BY THE DISTRICT'S REPRESENTATIVE. 23. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 24. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 25. WATER SERVICES TO BE ABANDONED THAT ARE CONNECTED TO PIPELINES THAT WILL REMAIN IN SERVICE SHALL BE DISCONNECTED AT THE CORPORATION STOP, SHALL HAVE THE CORPORATION STOP REMOVED AND SHALL HAVE A BRASS PLUG INSTALLED; OR BE ABANDONED AS DIRECTED BY THE SDWD INSPECTOR. INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 05/14/2020 R.C.E. NO.: C 75822 BRYAN D. SMITH EXP.: 06 -30 -2020 ENGINEERING DIVISION APPROVALS REC MEND APPROVED: Eiiuia�ci lT W��ew S N>AK EDWARD J. WIMMER CITY ENGINEER MITIGATION MEASURE NOTES THE FOLLOWING MITIGATION MEASURES IDENTIFIED FROM THE ADDENDUM AND MITIGATED NEGATIVE DECLARATION SHALL BE COMPLETED AND /OR FULFILLED TO THE SATISFACTION OF THE DEVELOPMENT SERVICES DEPARTMENT: 1. PRIOR TO THE INITIATION OF ON -SITE GRADING AND CONSTRUCTION ACTIVITIES, THE PROJECT BIOLOGIST SHALL CONDUCT A WORKER ENVIRONMENTAL AWARENESS PROGRAM (WEAP) WITH THE CONTRACTOR. THE PROJECT BIOLOGIST SHALL PERFORM THE FOLLOWING: a. PROVIDE THE TRAINING MATERIALS FOR WEAP TRAINING. THESE MATERIALS SHALL INCLUDE THE MEASURES AND MITIGATION REQUIREMENTS FOR BIOLOGICAL RESOURCES, THE LOCATION OF SPECIAL - STATUS RESOURCES, AND DESIGNATED WORK AREAS. b. COPIES OF MITIGATION MEASURES, AND PERMITS FROM RESOURCE AGENCIES, IF APPLICABLE, SHALL BE MADE AVAILABLE BY THE PROJECT BIOLOGIST. c. COMPLETE A TIMELY REVIEW OF CONSTRUCTION SCHEDULES TO ENSURE THAT TIMING /LOCATION OF CONSTRUCTION ACTIVITIES DO NOT CONFLICT WITH OTHER MEASURES OR MITIGATION REQUIREMENTS (E.G., PRE - CONSTRUCTION NESTING BIRD SURVEYS). d. ENSURE THAT CONSTRUCTION AREA BOUNDARY MARKERS ARE PLACED TO COMPLY WITH APPLICABLE AVOIDANCE AND /OR BUFFER MEASURE REQUIREMENTS, IF NECESSARY. 2. CONSTRUCTION ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE, AND FEDERAL LAWS. THE FOLLOWING AVOIDANCE AND MINIMIZATION MEASURES SHALL BE IMPLEMENTED DURING PROJECT CONSTRUCTION. a. CONSTRUCTION ACTIVITIES WITHIN 50 FEET OF THE OUTSIDE EDGE OF THE PROJECT IMPACT AREA CONTAINING HABITAT FOR WILDLIFE SHALL BE PROHIBITED BETWEEN SUNSET AND SUNRISE, AND ALL CONSTRUCTION - RELATED LIGHTING SHALL BE TURNED OFF DURING THAT PERIOD, WITH THE EXCEPTION OF LIGHTING FOR MAINTENANCE, SECURITY PATROLS, AND EMERGENCY (DEFINED BY AN IMMINENT THREAT TO LIFE OR SIGNIFICANT PROPERTY) ACTIVITIES. LIGHTING FOR MAINTENANCE WITHIN 50 FEET OF THE OUTSIDE EDGE OF THE PROJECT IMPACT AREA CONTAINING HABITAT FOR SPECIAL STATUS WILDLIFE WILL BE DIRECTED AWAY FROM NATURAL AREAS. b. THE PROJECT BIOLOGIST SHALL DEMARCATE THE LOCATION OF SPECIAL - STATUS BIOLOGICAL RESOURCES INSIDE THE EXISTING FENCING, INCLUDING THE CALIFORNIA SAGEBRUSH ALLIANCE, THE FEDERALLY DESIGNATED CRITICAL HABITAT FOR COASTAL CALIFORNIA GNATCATCHER, AND TORREY PINES WITHIN THE PROJECT SITE, USING HIGHLY VISIBLE MATERIALS IN THE FIELD AND REVIEW WITH THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION PLANS. c.FULLY COVERED OUTDOOR TRASH RECEPTACLES THAT ARE ANIMAL -PROOF SHALL BE INSTALLED AND USED BY THE OPERATOR TO CONTAIN ALL FOOD, FOOD SCRAPS, FOOD WRAPPERS, BEVERAGE CONTAINERS, AND OTHER MISCELLANEOUS TRASH. TRASH CONTAINED WITHIN THE RECEPTACLES SHALL BE REMOVED AT LEAST ONCE A WEEK FROM THE PROJECT SITE. d. NO LITTER, CONSTRUCTION MATERIALS, OR DEBRIS SHALL BE DISCHARGED INTO STREAM CHANNELS OR OTHER DRAINAGES. e. CONSTRUCTION WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS, SUCH AS CABLE, TRASH, AND CONSTRUCTION MATERIALS. ALL CONSTRUCTION /CONTRACTOR PERSONNEL SHALL COLLECT ALL LITTER (ANYTHING SHINY, SUCH AS BROKEN GLASS), VEHICLE FLUIDS, AND FOOD WASTE FROM THE PROJECT AREA ON A DAILY BASIS. f. NO CONSTRUCTION MATERIAL SHALL BE STOCKPILED IN STREAM CHANNELS OR OTHER DRAINAGES. g. MAXIMUM CONSTRUCTION VEHICLE SPEED SHALL BE 15 MILES PER HOUR (MPH) DURING CONSTRUCTION. NIGHTTIME CONSTRUCTION SHALL BE MINIMIZED TO THE EXTENT POSSIBLE. HOWEVER, IF NIGHTTIME CONSTRUCTION OR CONSTRUCTION - RELATED ACTIVITY (E.G., SECURITY PATROLS, EQUIPMENT MAINTENANCE) IS NECESSARY, THEN THE SPEED LIMIT SHALL BE 10 MPH. h. VEHICLE OPERATION WITHIN STREAM CHANNELS OR OTHER DRAINAGES WHEN SURFACE WATER IS PRESENT SHALL BE PROHIBITED. ANY EQUIPMENT OR VEHICLES DRIVEN ADJACENT TO A JURISDICTIONAL CHANNEL SHALL BE CHECKED AND MAINTAINED BY THE OPERATOR DAILY TO PREVENT LEAKS OF OIL OR OTHER PETROLEUM PRODUCTS THAT COULD BE DELETERIOUS TO AQUATIC LIFE IF INTRODUCED TO THE WATERCOURSE. i. STAGING AND STORAGE AREAS FOR SPOILS, EQUIPMENT, MATERIALS, FUELS, LUBRICANTS, AND SOLVENTS WILL BE LOCATED OUTSIDE STREAM CHANNELS OR OTHER DRAINAGES AND WITHIN THE DESIGNATED IMPACT AREAS OR AREAS ALREADY DEVELOPED. STATIONARY EQUIPMENT, SUCH MOTORS, PUMPS, GENERATORS, COMPRESSORS, AND WELDERS, LOCATED WITHIN OR ADJACENT TO STREAM CHANNELS OR OTHER DRAINAGES SHALL BE POSITIONED OVER DRIP -PANS OR OTHER CONTAINMENT. PRIOR TO REFUELING AND LUBRICATION, VEHICLES AND OTHER EQUIPMENT SHALL BE MOVED AWAY FROM THE STATE - JURISDICTIONAL CHANNELS. j. DURING CONSTRUCTION ACTIVITIES, TEMPORARY EROSION CONTROL DEVICES, SUCH AS STRAW BALES, SILT FENCING, AND SAND BAGS, SHALL BE USED TO PREVENT SILTATION IN JURISDICTIONAL AREAS. COIR ROLLS, EROSION CONTROL MATS OR BLANKETS, STRAW OR FIBER WATTLES, OR SIMILAR EROSION CONTROL PRODUCTS SHALL BE COMPOSED OF NATURAL - FIBER, BIODEGRADABLE MATERIALS; PHOTODEGRADABLE OR OTHER PLASTIC EROSION CONTROL MATERIALS SHALL BE PROHIBITED. k. SILT SETTLING BASINS INSTALLED DURING THE CONSTRUCTION PROCESS SHALL BE LOCATED AWAY FROM AREAS OF PONDED OR FLOWING WATER TO PREVENT DISCOLORED, SILT - BEARING WATER FROM REACHING AREAS OF PONDED OR FLOWING WATER DURING NORMAL FLOW REGIMES. I. DURING CONSTRUCTION, NO PETS, SUCH AS CATS OR DOGS, SHALL BE PERMITTED ON THE PROJECT'S CONSTRUCTION SITES. 3. PRIOR TO THE ISSUANCE OF THE GRADING PERMIT, THE FOUR TORREY PINE TREES AND DRIPLINE SHALL BE DELINEATED BY THE PROJECT BIOLOGIST. AT A MINIMUM, ALL STRUCTURES SHALL BE CONSTRUCTED NO CLOSER THAN FIVE FEET OUTSIDE THE DRIPLINE OF THE TREE. THE LOCATION OF THE TREES, THE TREES' DRIPLINE, AND FIVE -FOOT BUFFER AROUND THE TREES' DRIPLINE SHALL BE INCLUDED ON THE CONSTRUCTION DRAWINGS AND DEMARCATED IN THE FIELD PRIOR TO ON -SITE GRADING AND CONSTRUCTION ACTIVITIES. 4. PRIOR TO ISSUANCE OF THE GRADING PERMIT, THE CALIFORNIA SAGEBRUSH ALLIANCE SHALL BE DELINEATED BY THE PROJECT BIOLOGIST, AND ALL STRUCTURES WILL BE CONSTRUCTED OUTSIDE OF THE DELINEATED AREA. THE LOCATION OF THE CALIFORNIA SAGEBRUSH ALLIANCE WILL BE INCLUDED ON THE CONSTRUCTION DRAWINGS AND DEMARCATED IN THE FIELD PRIOR TO ON -SITE GRADING AND CONSTRUCTION ACTIVITIES. 5. THE PROJECT BIOLOGIST SHALL CONDUCT PRE - CONSTRUCTION SURVEYS IN THE PROPOSED PROJECT IMPACT AREA AND A 500 -FOOT BUFFER AROUND THE IMPACT AREA NO EARLIER THAN 7 DAYS PRIOR TO ANY ON -SITE GRADING AND CONSTRUCTION ACTIVITIES THAT WOULD OCCUR DURING THE NESTING /BREEDING SEASON OF SPECIAL STATUS BIRDS OR BIRDS PROTECTED UNDER THE MBTA. IN GENERAL, THE PRECONSTRUCTION SURVEYS SHALL BE CONDUCTED BETWEEN JANUARY 15 AND SEPTEMBER 15, OR AS DETERMINED BY THE PROJECT BIOLOGIST. 6. IF OCCUPIED NESTS ARE FOUND, THEN LIMITS OF CONSTRUCTION TO AVOID OCCUPIED NESTS SHALL BE ESTABLISHED BY THE PROJECT BIOLOGIST IN THE FIELD WITH FLAGGING, FENCING, OR OTHER APPROPRIATE BARRIERS (E.G., 250 TO 500 FEET ) AND CONSTRUCTION PERSONNEL SHALL BE INSTRUCTED ON THE SENSITIVITY OF NEST AREAS. THE PROJECT BIOLOGIST SHALL SERVE AS A WEEKLY CONSTRUCTION MONITOR DURING THOSE PERIODS WHEN CONSTRUCTION ACTIVITIES ARE TO OCCUR NEAR ACTIVE NEST AREAS I.E., WITHIN 100 FEET OF SETBACK TO AVOID INADVERTENT IMPACTS TO THESE NESTS. THE PROJECT BIOLOGIST MAY ADJUST THE 250 -FOOT OR 500-FOOT SETBACK AT HIS OR HER DISCRETION DEPENDING ON THE SPECIES AND THE LOCATION OF THE NEST (E.G., IF THE NEST IS WELL PROTECTED IN AN AREA BUFFERED BY DENSE VEGETATION). ONCE THE NEST IS NO LONGER OCCUPIED FOR THE SEASON, CONSTRUCTION MAY PROCEED. 7. LANDSCAPE PLANTS SHALL NOT INCLUDE INVASIVE PLANT SPECIES, AS IDENTIFIED BY THE MOST RECENT VERSION OF THE CALIFORNIA INVASIVE PLANT INVENTORY FOR THE PROJECT REGION, AS PUBLISHED BY THE CALIFORNIA INVASIVE PLANT COUNCIL. LANDSCAPE PLANS SHALL INCLUDE A PLANT PALETTE COMPOSED OF NATIVE OR NONNATIVE, NON- INVASIVE SPECIES THAT DO NOT REQUIRE HIGH IRRIGATION RATES. 8. THE SAN ELIJO JOINT POWERS AUTHORITY (SEJPA) SHALL KEEP TRASH IN COVERED CONTAINERS THAT ARE FITTED WITH ANIMAL- AND WEATHER- RESISTANT LIDS TO (1) PREVENT ARTIFICIALLY INCREASING THE POPULATIONS OF NON- NATIVE RATS (RATTUS SPP.), VIRGINIA OPOSSUM (DIDELPHIS VIRGINIANA , RACCOON (PROCYON LOTOR), SKUNKS (MEPHITIS EDATORS; 2 MEPHITIS, SPILOGALE GRACILIS), AND OTHER MESOPR) DISCOURAGE SPECIAL - STATUS AND OTHER WILDLIFE SPECIES FROM FORAGING ON TRASH; AND (3) REDUCE NEGATIVE INTERACTIONS BETWEEN WILDLIFE AND HUMANS. 9. THE EXISTING WASTEWATER FACILITY WOULD CONTINUE TO BE OPERATED BY DURING HOURS OF DAYLIGHT. HOWEVER, IF LIGHTING FOR MAINTENANCE, SECURITY PATROLS, OR AN EMERGENCY (DEFINED BY AN IMMINENT THREAT TO LIFE OR SIGNIFICANT PROPERTY) ACTIVITIES IS REQUIRED, LIGHTING FOR NIGHTTIME ACTIVITIES SHALL BE DIRECTED AWAY FROM NATURAL AREAS. 10. THE USE OF ANTICOAGULANTS (USED FOR RODENT CONTROL) SHALL BE PROHIBITED ON THE PROJECT SITE. z 20' 0' 10' 20' SCALE: 1 " = 20' ■�� ROFESS /0 " q woe D � 111M.4-, �:u FUSCOE wm =m C 75822 E N G I N E E R I N G EXP. 06 -30 -20 6390 Greenwich Dr., Suite 170, San Diego, California 92122 sT9� CIV1� ��\P tel 858.554.1500 0 fax 858.597.0335 o www.fuscoe.com F OF CALF/ CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010 -13 -01 & 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP UTILITY PLAN SHEET 8 OF 13 1 1 1 1 1 1 1 1 1 1 F ' LU LU ' U ' W LU U 1 1 1 1 1 1 1 1 1 3" X 3/8" STAINLESS STEEL BOLT AND NUT EMBEDDED 2" INTO CONCRETE ELEVATION TABLE BMP ID FG TG BMP 5 42.00' 45.00' ORIFICE PLATE: MIN. SQUARE DIMENSIONS MIN. 6" (TYP.) 1' GREATER THAN PIPE DIA. HOT DIP GALVANIZED PLATE 3" (TYP.) AFTER HOLES HAVE BEEN DRILLED 0 0 1/2" MAX INFLOW PIPE ORIFICE DIA.: 3/8" DIA. BMP 5: 1" HOLE (TYP.) 10 YR PONDING WATER SURFACE ELEVATION. VARIES PER TABLE ABOVE c� z N 0 a FINISHED GRADE (FG) PER PLAN (LEVEL BOTTOM) NOTE: 1. ORIFICE & FLANGE CONNECTION TO CONCRETE SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING FLOW CONTROL ORIFICE PLATE MATCH KHA GRAI AREA (S 2,542 5' DETAIL - BIOFILTRATION BASIN FLOW CONTROL STRUCTURE SECTION A -9 NOT TO SCALE EMERGENCY OVERFLOW 30 "x30" PRE —CAST CATCH BASIN r4TG) PER PLAN Z i � IE OUT PER PLAN ORIFICE PLATE SEE DETAIL ON THE LEFT IE IN PER PLAN TOP OF BASIN OR BERM ELEV PER PLAN BIOFILTRATION BASIN OUTLET PIPE PER PLAN SEE PVC LINER PENETRATION NOTE THIS SHEET. 30 MIL THICK PVC APPROVED EQUAL IMPERMEABLE LINER ON SIDES ONLY PVC LINER PENETRATION NOTE: ALL PIPE PENETRATION THROUGH THE PVC LINER ON THE SIDE OF THE BIOFILTRATION BASIN SHALL HAVE A WELDED PVC BOOT, CONCRETE CUTOFF WALL, AND /OR ANOTHER APPROVED METHOD TO PREVENT WATER MIGRATION FROM PVC LINED BIOFILTRATION AREAS. CLASS 2 BASE SURFACING NOT TO SCALE : %myII SIB 1111: my, _1:iI26yN21:aNI_12 6" CLEANOUT PER SDRSD SC -01W/ THREADED CAP. F-- 22" PONDING 10YR Q V —FG PER PLAN 3 6" DIA. PERFORATED SUBDRAIN 30 "x30 "EMERGENCY OVERFLOW CONTROL STRUCTURE CATCH BASIN PER DETAIL ON THIS SHEET TG ELEVATION PER PLAN. 12" MIN. FREEBOARD if ORIFICE PLATE ORIFICE DIA.: 1" DETAIL - BIOFILTRATION BASIN - PR -1 (BMP -5) NOT TO SCALE SEE BIORETENTION SECTION PER DETAIL N/11 �TLET PIPE. SIZE D IE PER PLAN. SEE PENETRATION NOTE THIS SHEET 12" CLASS 2 BASE MOISTURE CONDITIONED TO NEAR OPTIMUM AND COMPACTED TO 95% RELATIVE COMPACTION SCARIFY UPPER 12" OF SUBGRADE, MOISTURE ;ONDITION TO NEAR OPTIMUM AND RECOMPACT TO 95% RELATIVE COMPACTION CONSTRUCTION NOTES O2 6" CURB AND GUTTER PER SDRSD G -2, TYPE 'G' © SAWCUT LINE ® ENERGY DISSIPATION, 2'X2' MIN. ROUNDED WASHED COBBLE, 6" THICK 11 LIMIT OF WORK 13 3FT WIDE CURB OPENING WITH CONCRETE APRON PER DETAIL 'E' ON SHEET 10 19 18X18 PRECAST CATCH BASIN PER DETAIL 'F', SHEET 10 © CONNECTION TO PROPOSED CULVERT PER MULTI —USE DRAWINGS BY OTHERS ® DUAL STAGE HYDRODYNAMIC SEPARATOR PER DETAIL 'L' SHEET 11 © SEWER CLEANOUT PER SDRSD SC -01 ©9 TYPE 'A' CURB INLET PER SDRSD D -01 ® 45 DEGREE BEND WITH TRUST BLOCK ® CONTRACTOR TO POTHOLE AND FIELD VERIFY LOCATION, DEPTH, AND SIZE PRIOR TO COMMENCING CONSTRUCTION 45 EXISTING POWER POLE TO REMAIN, PROTECT IN PLACE 48 ROLLED CURB AND GUTTER PER SDRSD G -4A TYPE A 60 TRANSITION FROM 6" CURB & GUTTER TO ROLLED CURB & GUTTER 68 30X30 PRECAST CATCH BASIN PER DETAIL F, SHEET 10 O5 2' AC SAWCUT PER DETAIL 'I' ON SHEET 10 UTILITY DEMOLITION NOTES: OA EXISTING TO BE REMOVED ® EXISTING TO REMAIN. PROTECT IN PLACE. © EXISTING TO BE RELOCATED. EXISTING EASEMENT NOTES AN AGREEMENT BETWEEN SAN DIEGO GAS & ELECTRIC COMPANY AND SAN ELIJO JOINT POWERS AUTHORITY, RECORDED SEPTEMBER 29, 2000 AS INSTRUMENT /FILE NO. 2000 - 0524364 OF OFFICIAL RECORDS, RELATING TO PUBLIC UTILITIES, INGRESS AND EGRESS. 11 COVENANTS, CONDITIONS, AND RESTRICTIONS (BUT NOT OMITTING THEREFROM ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN, IF ANY, UNLESS AND ONLY TO THE EXTENT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS) AS SET FORTH IN THE DOCUMENT RECORDED MARCH 20, 1990 AS FILE NO. 90- 148434 OF OFFICIAL RECORDS. PRIVATE STORM DRAIN DATA TABLE LINE # LENGTH DIRECTION SLOPE SIZE & MATERIAL 147.93 4.42' N84-24'1 4"E 1.51% 12" HDPE © 7.52' N45'05'35 "E 1.51% 12" HDPE 0 1.99' N00'05'35 "E 1.51% 12" HDPE ® 5.49' S43'09'38 "E 3.8% 12" HDPE �9 212.51' S01'32'27 "E 2.5% 12" HDPE PRIVATE RECYCLED WATER DATA TABLE �j 30.86 N50'1 4'05"E 12" PVC (C900) ® 147.93 N01'27'25 "W 12" PVC (C900) Q5 28.90 N58'51'26 "W 12" PVC (C900) NOTE: 1) ALL STORM DRAIN AND SEWER ANGLE /JUNCTIONS SHALL BE MADE WITH SWEEPS /WYES PER CBC 2) ALL PRESSURE PIPES 4" OR LARGER TO HAVE RESTRAINED JOINTS PER PROJECT SPECIFICATIONS 3) HDPE STORM DRAIN PIPES TO HAVE WATER TIGHT JOINTS 4) ALL PVC STORM DRAIN TO BE SDR35 SPECIAL INSPECTION NOTE: SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ENGINEER IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING OCCUPANY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DEVISION VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. MIN. THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. SPECIAL INSPECTION REPORT PREPARED BY________________ DATED ----- _---- IS ON FILE WITH THE ENGINEERING DIVISION z 20' 0' 10' 20' SCALE: 1 " = 20' .-J11111, — FUSCOE fie.. E N G I N E E R I N G 6390 Greenwich Dr., Suite 170, San Diego, California 92122 tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com ROFESS /pN\ F w no = m C 75822 * EXP. 06 -30 -20 P�q)F C I VIA OF CAL 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. BDS JG BIDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C M E APPROVED: GRADING PLAN FOR: CONCRETE SLAB OF OLIVENHAIN PUMP STATION SAN ELIJO JOINT POWER AUTHORITY LOCATION: LOCATED MANCHESTER WESTERLY OF THE CENTER PUBLIC WORKS DATE: 05/14/2020 r�� T / MANCHESTER AVENUE �± 14321 -V BRYAN D. SMITH AVE, 65 FEET PLANNING L y GV ems CAR CARDIFF, CALIFORNIA 92007 OF THE NORTHBOUND INTERSTATE HIGHWAY 5 R.C.E. NO.: C 75822 NOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER _ AI CITY ENGINEER 5�2%�20 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 �� PLANNING CASE N0: 17 -272 DR CDP GRADING &UTILITY PLAN SHEET 9 OF 13 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE- DATE F \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— PG2.DWG (05 -14 -20 1:32:08PM) Plotted by: Lizette Salazar BUFFER 12' 4' 1 .5 VARIES FLOW LINE ELEV. VARIES 52.7' TO 52.8' P/L VARIES MU PATH SE i PER PLAN GRATE PER VARIES 39.1' TO 39.7' DRAINAGE DITCH (BY OTHERS) 6" C &G 3.0 FINISHED SURFACE = NOTE 3 (BY OTHERS) 8' HIGH DRIVE AISLE a � 1 5' FLOW LINE EVEV. + 1Y2 FINISH GRADE (SEE NOTE 1) 12 X12 28' DRIVE AISLE 12't I SECURITY FENCE PER cQn� VARIES 1 Y" 3 /g "R VARIES ITt (BY OTHERS) i 1 2 AC i i I_ NDS LOW PROFILE RIGELINE ® EX EX AC -III T 1% MIN 6" C &G GUTTER LIP STRIPING CURB i 11= - - - - -i ADAPTER AS REQUIRED III - (VARIES -I F 1I- 1I11I- 1I11I -1I11I 1 °` d SEE NOTE LINE - 0.5% TO 3%) I TIT iT iT 1 n GRAVITY z� AB „ -III _-- fi� =fl�T =III -III TT -�T TRIPLE 5FT DIA RETAINING WALL _ _ iD - _ 6x4 REDUCER 11= III III =III- =III 1 III III III III III III III III -III- STORM DRAIN PIPES (BY OTHERS) _ _ III= IIIIII11 PAVEMENT I I11I III 1111 I I 111 -111- 111 -111- 111 - III11 -III- _ I I —� � �- AND 4" DRAIN LINE (BY OTHERS) - .. -SEE NOTE 2 SAWCUT FROM EXIST AC BERM 2' WIDE DG SECTION FOR/ #4 REBAR AT 18" OC I I =III =III— PER SHEET 4 MATCH EX ELEVATION P DETAIL 'I' IMPERVIOUS DISPERSION TIE INTO MAIN DRAIN LINE NOTE: 1) WHERE GUTTER CROSSES PEDESTRIAN PATH OF TRAVEL, USE 45° ELLS, 90° SWEEP SECTION 1 SECTION 6 MODIFY DEPTH TO 7/8" MAX (5% MAX GUTTER SLOPE). FITTING T 0 PIPE) ES (GLUE NOT TO SCALE NOT TO SCALE NOTES: 1 0 1 0 1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR LARGER IN SIZE. DETAIL - VALLEY GUTTER 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. NOT TO SCALE 1 jo 3. NDS 1290 ATRIUM GRATE IN LANDSCAPE AREAS U.O.N. NDS 1230B SQUARE SOLID BRASS GRATE FOR PAVED AREAS. VARIES 35.7' TO 35.8' P/L 6 18 4. GRATES SHALL BE SECURED IN PLACE BY BOLTS OR SCREWS PER SW PARKING VALLEY VARIES MANUFACTURE'S RECOMMENDATIONS. 21'MIN DRIVE AISLE GUTTER C PER (2' MIN.) EX. FIG RIGELINE i RAILING PER 6" CURB 1% IN FL PER DETAIL -AREA DRAIN EXIST BUILDING PLANS DRIVE AISLE G 6" C &G GUTTER LIP CHAINLINK� ° =III NOT TO SCALE PARKING PAVEMENT 4 3'� PLAN 1 0 (S =1% TO 2� FENCE TW PAVEMENT PER SHEET _MIN ° °) TC PER SHEET 4 4 1T1 _ -- I III —III— 1% MIN 1% MIN IIII I I I I I I I -I I I I I I- - I I III =1 I I =1 I I =1 I I- III - III -III ITT= _ _ POINT OF FULL DEPTH OVERLAY MATCH LINE %I III -11 I- 1 i- PAVEMENT 1% MIN RETAINING WALL PER BUILDING PLANS SAWCUT 3FT FROM EXIST AC BERM BW DETAIL - GRADED SWALE rD ' PER SHEET 4 MATCH EX ELEVATION PER DETAIL 'I' �— PROPOSED FINISHED GRADE SEE DETAILS FOR WALL HEIGHT NOT TO SCALE GRIND AND RETAINING WALL DRAIN 1 O EXISTING GRADE OVERLAY SECTION ROUTE TO STORM DRAIN 2 TF PER WALL DETAILS 2.0' U.O.N.* IMIT OF OVERLAY NOT TO SCALE 1 jo SECTION ON BLDG PLANS 1" MI MATCH EXISTING 7 OVER GRADE NOT TO SCALE 1 jo CURB AND GUTTER, PER ° m DETAIL "B" ON THIS SHEET DEPRESS 1 " COBBLE - l 1' BUFFER 12' 4' VARIES 18' ENERGY 13.5' 7' GUTTER 1 ° 6 "= DISSIPATER I z MULTI -USE PARKING MECHANICAL SW AT OPENING 7„ 1 r 2:1 TAPER EXISTING AC -Z_ DRAINAGE DITCH PATH EQUIPMENT A y a 1 -6„ 2'_p" A 3 >, 1' -6" PAVING IN (BY OTHERS) (BY OTHERS) ENCLOSURE ° . °. ° a MIN. REMAIN 8' HIGH DRIVE AISLE RAILING PER "R =6'°_° 7 6" MIN SECURITY FENCE PIN -ON PAVEMENT 4'- 6 DEPRESS ° 4 PER SHEET 4 BUILDING PLANS a. 9 CURB RETURN FLOWLINE ° BASIN GRIND EXISTING ASPHALT �Tr (BY OTHERS) CURB TW ° A. FS 1 AT OPENING BOTTOM TO ACHEIVE 1" MIN *CONTRACTOR MUST MAINTAIN 1% N FENCING PER EX BLDG „ 1 -6 6" DEPTH: OF OVERLAY THICKNESS STRAIGHT GRADE BETWEEN MATCH �/ LANDSCAPE 1 -6 <•a. m DEEPENED CURB OVERLAY � � " „ 3 " -6" ROUNDED LINE AND POINT OF FULL DEPTH ARCHITECT -I I- 2 -1 2' WIDE DG SECTION FOR /j� /j��j��j��/ 01�\\\-//;� /i AC PAVEMENT I- I I m PER DETAIL B WASHED COBBLE IMPERVIOUS DISPERSION no �j�j /,�j /��j ��j/ �;DETENTION PER SHEET 4 BW RETAINING WALL PER BUILDING PLANS " THIS SHEET 1% MIN SEE DETAILS FOR WALL HEIGHT CONCRETE BACKFILL AT PIPE CULVERT (BY OTHERS) .0 ORM DRAIN II III ;lII,- III = III -111= III - Ili -iil . 1 RETAINING WALL DRAIN DETAIL -GRIND AND OVERLAY H VAULTS PER ROUTE TO STORM DRAIN NOT TO SCALE TRIPLE 5FT DIA DETAIL M/12 TF PER WALL DETAILS DETAIL - CURB OPENING DEPRESSION E 1 O STORM DRAIN PIPES ON BLDG PLANS (BY OTHERS) SECTION 8 NOT TO SCALE 1 0 SECTION NOT TO SCALE 3 10 2, NOT TO SCALE 1 O (U O NIN MATCH EX. ORER°A& SAWCUT LINE 12 CONCRETE APRON j az 6" THICK IN TRAFFIC AREAS F MPX 4" THICK IN NON- TRAFFIC AREAS _ Li 1' BUFFER 12' 4' 24' VARIES w 1.0% 21 I 1 =I MULTI -USE DRIVE AISLE CURB OR w N DRAINAGE DITCH PATH SWALE PER TW CURB & GUTTER . 4 — =1 CAST IRON GALVANIZED III —III— I— GRATE. H -20 RATED, ADA (BY OTHERS) (BY OTHERS) 6DRIVE AISLE DDETAIpL RETAINING ENT �a -- a _ °.` f °IIII VIII ;.I ITT ?�M� ALL MAX SECURITY FENCE PAVEMENT / WALL PER a i— -III— -� O \ EXISTING PAVEMENT �.. ° ,. — _ MEASURED IN PARALLEL SECTION TO REMAIN r BY OTHERS PER SHEET 4 6 - _ III- IlT ( ) 1% MIN CURB BUILDING PLANS - _ _ -I TO DOMINANT DIRECTION PAVING PER SHEET 4 BW OF PEDESTRIAN TRAVEL 1 -_ I' III IIII I� PER TF 2' WIDE DG SECTION -- -- III =III -111 1= III -II °° FOR IMPERVIOUS GRAVITY III III III -II BLDG BROOKS BOX =IIII DISPERSION RETAINING WALL - - 111 I II PLAN NOTE: BENCH MAY BE OMITTED FOR CONDITIONS WITH DEEPENED CURB AND GUTTER. ° OR EQUAL DETAIL - Z AC SAWCUT (BY OTHERS) C) Do" RETAINING NOT TO SCALE ri WALL D CONCRETE BACKFILL AT PIPE DETAIL - SLOPE SETBACK q DEPTH VARIES 1 0 CULVERT (BY OTHERS) TRIPLE 5FT DIA ROUTE TOIN NOT TO SCALE (18" MIN.) STORM DRAIN PIPES STORM DRAIN (BY OTHERS) 1 0 TOP OF GRATE ELEV. (TG) SECTION 4 1 1/2„ CURB PER SDRSD G -1 SURFA� PER PLAN NOT TO SCALE 1 0 C &G PER EC -200 ° ° °° g z � ° °a � FL Ow (WHERE OCCURS) Q RFPCE z a v SU NOTES: PROVIDE ALL STORM DRAIN INLETS AND CATCH BASINS WITHIN VARIES CO °• I I —III ° ° AC PAVING oo THE PROJECT AREA WITH A STENCIL PLACED WITH PROHIBITIVE f-SEE NOTE 4 6 2 2" LANGUAGE SUCH AS : "NO DUMPING - DRAINS TO OCEAN ") AND /OR VMIN BUFFER 12' 4' VARIES 18' -II =II GRAPHICAL ICONS TO DISCOURAGE ILLEGAL DUMPING. GRATES SHALL MULTI -USE PARKING VALLEY - ° . °. 6 a , 6 BE SECURED IN PLACE BY BOLTS OR SCREWS PER MANUFACTURE'S DRAINAGE DITCH PATH GUTTER PER (BY OTHERS) (BY OTHERS) DETAIL C /10 3 ° a 3a CONCRET O RECOMMENDATIONS PIPE SIZE AND INVERT ELEV. IE - ' ` 6 CURB _ BASE TYPE PER PLAN. LAN 8' HIGH "~� I I —I I (560 -C -3250) NOTE: SECURITY FENCE PARKING DRIVE AISLE (TYPICAL) PIPE SIZE AND ( BY OTHERS PAVEMENT PAVEMENT o - — I —I I- TYPE PER PLAN. 1. CONCRETE APRON TO BE INSTALLED FOR CATCH BASINS IN ) PER SHEET C14 z CONTINUOUS HARDSCAPE OR PAVEMENT AREAS ONLY. OMIT IN LANDSCAPE AREAS. I�Tr PER SHEET 4 4 III =I �_� - = III =II w #4 REBAR TEE WYE OR -7 90* - _ _ _ 1 % MIN 1 % MIN w 90° /BEND (AT END INVERT ELEV. IE TYPE 2 OUTLET (PVT) - ' I I -III = U- I�'11I 111 I I 1 =1 I I- : —' - `� 2' WIDE DG SECTIONS 1 111 =III- III =III- 111 DEEPENED CURB OF LINE) PER PLAN "IE" LESS THAN 36" BELOW "TG" FOR IMPERVIOUS -1 III III III -IIII TYPE 1 OUTLET (PVT) NO SCALE DISPERSION 4-0 GRAVITY NOTES: "IE" MORE THAN 36" BELOW "TG" RETAINING WALL 1. CURB PER SDRSD G -1 OR CURB & GUTTER PER EC -200, MODIFY AS SHOWN. NO SCALE TRIPLE 5FT DIA (BY OTHERS) 2. FOR CURB AND GUTTER ADJACENT TO DETENTION BASIN, DEEPEN BOTTOM OF CURB STORM DRAIN PIPES 12" AS SHOWN. PROFESS /0 � (BY OTHERS) 3. ALL CURBS AND /OR GUTTER SHALL BE FOUNDED ON COMPACTED SUBGRADE 11' �� D. ��F SECTION 5 4. LIP OF GUTTER TO MATCH FLOWLINE ADJACENT TO AC PAVEMENT SHALL BE 1.3" ABOVE FLOWLINE (U.O.N) DETAIL - CATCH BASIN (PRE -CAST) F FUSCOE � NOT TO SCALE jo C 75822 1 DEEPENED CURB OR CURB & GUTTER B NOT TO SCALE 1 jo E N G I N E E R I N G EXP. 06 -30 -20 NOT TO SCALE 1 jo 6390 Greenwich Dr., Suite 170, San Diego, California 92122 sTgT CIVIC �� \P tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CAS F� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BIDS JG I BIDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC MM ED: APPROVED: GRADING PLAN FOR: CONCRETE SLAB OF OLIVENHAIN PUMP STATION SAN ELIJO JOINT POWER AUTHORITY LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 2695 MANCHESTER AVENUE �± MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH lwwaw y T 44ome CARDIFF, CALIFORNIA 92007 14321 -V OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 S E NOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER �_ _ CITY ENGINEER 5/21/20 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE PLANNING CASE NO: 17 -272 DR CDP SECTIONS & DETAILS SHEET 1 OOF 13 C: \USERS \LIZETTE SALAZAR \APPDATA \LOCAL\ TEMP \ACPUBLISH -8000 \1644- 001— PG— DT.DWG (05 -14 -20 1:36:23PM) Plotted by: Lizette Salazar SITE SPECIFIC DATA PROJECT NUMBER 9591 CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND ORDER NUMBER - - -- A PROJECT NAME SEJPA W" PROJECT LOCATION SAN DIEGO, CA STRUCTURE ID BMP -2 7RE47MENT REQUIRED 0TWvXq% VOLUME BASED (CF) FLOW BASED (CFS) NA 0.257 TREATMENT HGL AVAILABLE (FT) a 3 O aK � N/K PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 798 PIPE DATA I.E. MATERIAL E DIAMETER INLET PIPE 1 21.45 HOPE CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF 12" INLET PIPE 2 N/A N/A SEE M07ES N/A OUTLET PIPE 20.04 HOPE ►`� 11 ■ all 18" CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, PRETREATMENT BIORONATION MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND DISCHARGE RIM ELEVATION 24.16 24.16 6. 24.16 SURFACE LOAD PEDESTRIAN OPEN PLANTER THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED PEDESTRIAN FRAME & COVER 2E4 030" OPEN PLANTER AC77VA77ON OF UNIT. MANUFACTURERS WARRANTY IS VOID W17H OUT 024' WETLANDMEDIA VOLUME (CY) PROPER ACTIVATION BY A 8/0 CLEAN REPRESENTATIVE CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY 6.14 ORIFICE SIZE (DIA. INCHES) 1 02,47" rTES.- PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES LSITE CURBING PLAN VIEW BY OTHERS CA 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND ORDER NUMBER - - -- A � e W" _ SAN DIEGO, CA ii BMP -3 7RE47MENT REQUIRED 0TWvXq% PEAK HE ' 1 21.45 Fes•' UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER IE IN RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY a 3 O aK � PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. Rim ME ♦qy.T CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC7NG E DIAMETER PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF 111111111111111111111II• �• � II, � ■III. PVC CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF ^■ OUTLET OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. I�� • l SEE M07ES ALL PIPES SHALL BE SEALED WATER TIGHT PER MMNUFAC7URERS � _ � ■ it � \1 _ all 19.83 STANDARD CONNECTION DETAIL ►`� 11 ■ all 1 CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, ELEVATION VIEW BIOFLL IRA 77ON MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND DISCHARGE RIM ELEVATION HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 24.83 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH INTERNAL BYPASS DISCLOSURE: PEDESTRIAN VEGETA77ON MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED 7. INSTALLED BY OTHERS. CONTRACTOR RESPONSIBLE FOR CONTACTING B10 CLEAN FOR AND APPROVED BY THE ENGINEER OF RECORD. HGL (S) S AT PEAK FLOW SHALL BE ) OPEN PLANTER LSITE CURBING PLAN VIEW BY OTHERS PLAM CURB OPENING ESTABLISH CA I A4WNOLf I . I � 4 7 � •' ''. 4' o 1 _ rs I •••jy M ".. t• �t y�� 6" I�8'10" 9' - -0" LEFT END VIEW 2. ALL DIMENSIONS ELEVATIONS SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO MODU R ,w` M ARTY OF F COMAAVm AV C DOCI S a rDI X CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS PRWFRn of FoaTerru ""� COQ D0 BiomvClean AND ACCESSORIES PLEASE CONTACT B!0 CLEAN. R mcrr wr E nawsm er or a wE a NOR ANY PAW IhUE F AMY ff U50 REPRDO= OR MOM NE RUAW 0 /MOMS YAMML,.,7R.A2' awrmq Aiwit rRArFn wltl- IMQMR w AV ANY WAM KM OUT THE INUMV CONSENT OF FORTBM A DETAIL - PROPRIETARY BIOFILTRATION UNIT (BMP -2) NOT TO SCALE RIGHT END VIEW TREATMENT FLOW (CFS) 0.257 OPERATING HEAD (FT) 25 PRETREATMENT LOADING RATE (GPM /SF) 1.5 WETLAND MEDIA LOADING RATE (GPM /SF) 1.0 MW5- L- 8 -12 -4 L0.5 " -C STORMWA TER BIOFILTRATION SYSTEM STANDARD DETAIL SITE SPECIFIC DATA CA 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND ORDER NUMBER - - -- INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND 24.16 SEJPA APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE CURB OPENING RIM/FG SAN DIEGO, CA MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN BMP -3 7RE47MENT REQUIRED MANUFACTURERS CONTRACT PEAK HE ' 1 21.45 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER IE IN RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY i THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. Rim 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNEC7NG DIAMETER PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF IE OUT PVC CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF 8" INLET PIPE 1 OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. N/A ALL PIPES SHALL BE SEALED WATER TIGHT PER MMNUFAC7URERS 6" 12' -0" 6" 13' -0' 19.83 STANDARD CONNECTION DETAIL 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, ELEVATION VIEW BIOFLL IRA 77ON MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND DISCHARGE RIM ELEVATION HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 24.83 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH INTERNAL BYPASS DISCLOSURE: PEDESTRIAN VEGETA77ON MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED 7. INSTALLED BY OTHERS. CONTRACTOR RESPONSIBLE FOR CONTACTING B10 CLEAN FOR AND APPROVED BY THE ENGINEER OF RECORD. HGL (S) S AT PEAK FLOW SHALL BE ) OPEN PLANTER AC77VA77ON OF UNIT. MANUFACTURERS WARRANTY IS VOID W17H OUT ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS WETLANDMED14 VOLUME (CY) PROPER ACTIVATION BY A 8/0 CLEAN REPRESENTATIVE CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY GENERAL NOTES 1 MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED I PROPRIETARY AND CONFIDENTIAL: PLAM CURB OPENING ESTABLISH CA I A4WNOLf I . I � 4 7 � •' ''. 4' o 1 _ rs I •••jy M ".. t• �t y�� 6" I�8'10" 9' - -0" LEFT END VIEW 2. ALL DIMENSIONS ELEVATIONS SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO MODU R ,w` M ARTY OF F COMAAVm AV C DOCI S a rDI X CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS PRWFRn of FoaTerru ""� COQ D0 BiomvClean AND ACCESSORIES PLEASE CONTACT B!0 CLEAN. R mcrr wr E nawsm er or a wE a NOR ANY PAW IhUE F AMY ff U50 REPRDO= OR MOM NE RUAW 0 /MOMS YAMML,.,7R.A2' awrmq Aiwit rRArFn wltl- IMQMR w AV ANY WAM KM OUT THE INUMV CONSENT OF FORTBM A DETAIL - PROPRIETARY BIOFILTRATION UNIT (BMP -2) NOT TO SCALE RIGHT END VIEW TREATMENT FLOW (CFS) 0.257 OPERATING HEAD (FT) 25 PRETREATMENT LOADING RATE (GPM /SF) 1.5 WETLAND MEDIA LOADING RATE (GPM /SF) 1.0 MW5- L- 8 -12 -4 L0.5 " -C STORMWA TER BIOFILTRATION SYSTEM STANDARD DETAIL SITE SPECIFIC DATA PROJECT NUMBER 9591 ORDER NUMBER - - -- PROJECT NAME SEJPA PROJECT LOCATION SAN DIEGO, CA STRUCTURE ID BMP -3 7RE47MENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) NA 0 .018 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 0.45 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 1 22.80 PVC 8" INLET PIPE 1 N/A N/A N/A OUTLET PIPE 19.83 PVC 8" PRETREATMENT BIOFLL IRA 77ON DISCHARGE RIM ELEVATION 24.83 24.83 24.83 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24' X 42' OPEN PLANTER N/A WETLANDMED14 VOLUME (CY) 1.01 ORIFICE SIZE (DIA. INCHES) 00.91" NOTES.- PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH IRIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATER TIGHT PER MANUFACTURERS STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, MANHOLES, AND HATCHES CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS ALL UNITS WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING 610 CLEAN FOR AC17VA77ON OF UNIT MANUFACTURERS WARRANTY IS VOID WITH OUT PROPER ACTIVATION BY A 8/0 CLEAN REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. ,w` 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO _ Mf W VS nR e M OFav UM AN a11 nas nocuvFrn �s n� sotE B i O llV�li I /�a CHANGE. FOR PROJECT SPECIFIC DR4W/NGS DETAILING EXACT DIMENSIONS, WEIGHTS a` ^ AND cow Rte+ V G Ill 116 PMCtl6CT -Y E RplRIID E WE (M IMI[ a NOR ANY PMT THEREOF, ANY BE USED, REPRD�D a? AND ACCESSORIES PLEASE CONTACT BIO CLEAN. "E1°1 W W Khans" ''i70II 7,snpM 4•Wm4 rEiam RIa3EN IMIml w AV ANY MI III OUT 7HE WRIREIV Ca%'" OF MMERRA. M? FMiDIR /flEFG DETAIL - PROPRIETARY BIOFILTRATION UNIT (BMP -3) BED VEGETATON--,� r: PLANT ESTABUSHMENT MEDIA 1 I' DRAIN DOWN LINE ' PERIMETER =` ` taw; r. PRE -FILTER r, w VOID AREA CARTRIDGE � r1 •z� 1 V ' INLET PIPE I `0UT7fT PIPE SEE N07ES SEE N07ES PLAN VIEW IE IN PEAK HGL 1 1 1 I 1 1 FLOW CONTROL ' RISER 1 I£ OUT ® 5 =0' ELEVATION VIEW THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY 6w�54.IDw� ' -0" LEFT END VIEW SCALE RIGHT END VIEW TREATMENT FLOW (CFS) 0.032 OPERATNG HEAD (FT) 2.1 PRETREATMENT LOADING RATE (GPM/SF) 1.1 WETLAND MEDIA LOADING RATE (GPM /SF) 1.0 MWS- L- 4- 4 -4' -11 " -V STORMWA TER BIOFILTRATION SYSTEM STANDARD DETAIL SITE SPECIFIC DATA DSBB PERFORMANCE DATA PROJECT NUMBER 9591 TREATMENT FLOW RATE (CFS) 1.73 BAFFLE FILTER BIoSoTb HYDROCARBON BOOM PROJECT NAME SEJPA FULL CAPTURE TRASH FLOW R47£ (CFS) N/A WALL SCREEN 1 OIL SKIMMER PROJECT LOCATION SAN DIEGO, CA SETTLING AREA (SF) 24.0 57RUCTURE ID LOADING RATE (GPM /SF) J2.J5 TREATMENT REQUIRED SCREEN SYSTEM STORAGE CAPACITY (CF) 12.26 WATER QUALITY FLOW RATE (CFS) 0.14 SEDIMENT STORAGE CAPACITY (CF) 71.52 FULL CAPTURE TTR4SH FLOW RATE (CFS) N/A BOX TSS REMOVAL ® 125 MICRON C/L - I PEAK FLOW RATE (CFS) 4.e0 SPECIAL INSPECTION NOTE: DSBB STORAGE CAPACITIES I SPECIAL INSPECTION OF THE BMP FACILITIES BY A LICENSED CIVIL ENGINEER PEAK STORM DURATION (YEARS) 100 CAGE SCREEN CAPACITY IN THE STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO PIPE & ELEVATION DATA I I OBTAINING BUILDING OCCUPANY, AN INSPECTION REPORT SHALL BE SUBMITTED LENGTH (FT) WIDTH (FT) HEIGHT (FT) TOTAL (CF) - WITH THE FINAL GRADING CERTIFICATION TO THE ENGINEERING DEVISION PIPE DATA I.E. MATERIAL DIAMETER SCREEN 1 3.27 1.25 1.50 6.13 INFLOW PIPE OUTFLOW PIPE BASIN WIDTH VARIES PER PLAN VERIFYING THE SIZE AND DEPTH OF THE EXCAVATION, GRAVEL AND DEBRIS ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE, OVERFLOW, AND INLET PIPE 34.11 PVC 12" DEFLECTOR SCREEN 2 3.27 1.25 1.50 613 RAMP DEEPENED CURB SHIELD •• •� OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN. OUlZET PIPE 34.11 PI 12" 30 x30 &GUTTER SEDIMENT CHAMBER CAPACITY FILTER EMERGENCY OVERFLOW CONTROL THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION RIM ELEVATION 37.78 CHAMBER 1 2.00 4.00 3.00 24.00 SCREEN 2 WHERE OCCURS INCLUDING MATERIAL RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC. IN STRUCTURE CATCH BASIN PER LOADING & SOIL DATA CHAMBER 2 1.92 4.00 3.00 23.04 SIDEWALK WITH 2" 6" CLEANOUT PER SDRSD DETAIL F, SHEET 10. TG ORDER TO DETAIL THE CONSTRUCTION OF THE DRAINAGE FACILITY. SURFACE LOADING HS -25 DIRECT DEEPENED EDGE 1.5% MIN CHAMBER 3 2.04 4.00 J. 24.48 PLAN VIEW FREEBOARD SC -01 W/ THREADED CAP. ELEVATION PER PLAN. FRAME & COVER (1) 3' X 5' HATCH II 111= SPECIAL INSPECTION REPORT PREPARED BY___________________ 5' -0" VEGETATION 6" PONAl... CORROSIVE SOIL CONDITIONS NSA I I l OYR Q DATED ___________ IS ON FILE WITH THE ENGINEERING DIVISION GROUNDWATER ELEVATION N A 6" 4 -0' 6° 18 �- 1 8 MIN. O.C. - 18" NOTES PRELIMINARY, NOT FOR CONSTRUCTION. INWESCO C/L MIN. I I �1-0 FG PER PLAN MIN. 1 -I 1 -I 1 = =1 1 =1 1 =1 1 =1 3660sr- C4DH -25D TO BE USED. C/L III - III - III =1 i'I�! l- =1 =1 - - - - =- % % - 1 =1 =1 =1 I =1 =1 I =1 =1 I I III III1T_I - III =III - I7111 = III= III= III= III= III= III= III= III =11 III= III- III= III= III= III= III =111- 1 37.78 RIM III -I 1 -I 1- III - III -I rHRU HoIE IIII= III - III = III = III -III 11= III = III = III = III = III = III = III = III =III 1= III =1g "= III = III = III = III =111- II- III - III = III - III -II III - III - III = III = III = III = III = III = III =11 III -Ill -111= III =III = III =III- - - 10 -YR WSE PER PLAN GENERAL NOTES GROUT PIPE PER r SPLITIER - 1 =III III III III II III III =III III =III III III =III III III -1 1I III III III -III- 18 BIORETENTION SOIL INSTALLATION NOTE 4 scREEN I 1'- 3'- I III III =111 III III III III III =111 III III III 1. 8/0 CLEAN TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. MEDIA (BSM) WITH MIN. 5 BASIN FIG PER PLAN 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS, AND CAPACITIES ARE IN /HR INFILTRATION RATE SUBJECT TO CHANGE FOR PROJECT SPECIFIC DRAWINGS DETAILING I SEE BIORETENTION 6 IN SAND, 2TR TOP SOIL, 3" WELL -AGED, SHREDDED EXACT BID CLEAN. DIMENSIONS, WEIGHTS, AND ACCESSORIES PLEASE CONTACT I I :!;• SECTION PER HARDWOOD MULCH ,. 15% COMPOST N DETAIL N/11 J. MANHOLES AND ALTERNATIVE HATCHES AVAILABLE UPON REQUEST SLIDING I '. I PVC LINER PENETRATION NOTE: 6 MIN DIA. UNDERDRAIN WITH o N 34.11 IE IN I 34.11 IE OUT 6 FILTER COURSE COMPOSED I.E. 3" ABOVE BASIN BOTTOM LIDS - - i i ALL PIPE PENETRATION THROUGH -• OF 3 ASTM 33 SAND OVER INSTALLATION NOTES • - •- THE PVC LINER ON THE SIDE OF �• # THE BIOFILTRATION BASIN SHALL 3 ASTM #8 STONE _ o 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS, AND I I HAVE A WELDED PVC BOOT, 12" THICK LAYER OPEN GRADED =1 _ 1- lNCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE DEBRIS STATIC WATER o • SEPARATING BAFFLE BOX UNIT AND APPURTENANCES IN I I LEVEL I 1 CONCRETE CUTOFF WALL, AND /OR ,� 3 ' ' OUTLET PIPE. SIZE SUB -BASE COURSE, ROUNDED 1 =3 A I I 6 DIA. PERFORATED ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS I I I ^� ANOTHER APPROVED METHOD TO 30 MIL THICK PVC OR AND IE PER PLAN. 57 STONE, 40% VOIDS I- I1- 1111 =„ SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS I I HAMBER 1 fHAM6, R 2 CHAMBER 3 I PREVENT WATER MIGRATION FROM SUBDRAIN # CON77R4CT. L_ _ _ I _ _ _ I PVC LINED BIOFILTRATION AREAS. APPROVED EQUAL SEE PENETRATION 2. MANUFACTURER RECOMMENDS A 6 =12" LEVEL ROCK BASE UNLESS IMPERMEABLE LINER NOTE THIS SHEET EXIST. NATIVE SOIL PREPARED SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS PER GEOTECHNICAL REPORT RESPONSIBLE FOR VERIFYING ROJECT ENGINEER'S RECOMMENDED -2' -O' BASE SPECIFICATIONS DETAIL - BMP -1 BIOFILTRATION BASIN - PR -1 �j DETAIL - BIORETENTION SECTION N J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH.) s° s " -0° 6° NOT TO SCALE 1 1 NOT TO SCALE 1 1 4. ALL GAPS AROUND PIPES SHALL BE SEALED WATERTIGHT WITH A 7, -O" NON - SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION END VIEW ELEVATION VIEW DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 5 CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, PROPRIETARY AND CONFIDENTIAL OFESS/ MANHOLES, AND HATCHES ALL COVERS SHALL BE SHIPPED LOOSE. DSBB- 4 -6 -72 ��q�P-M aQR oNq� CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH A ,N Dow Clean DUAL STAGE HYDRODYNAMIC SEPARATOR _ ��`� �\ U . S F2 FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. RVWa%V roN N PMT oR AS A WH" w7HW TT# wRmeHN FERAL M a- WaM A Fa TIM caNPANY 5 PROINBW A Forterra Company STANDARD DETAIL t FUSCOE Dl_ m DETAIL - PROPRIETARY FILTRATION UNIT (DSBB) E N S N E E R I N G C 75822 � EXP. 06 -30 -20 � NOT TO SCALE 1 1 6390 Greenwich Dr., Suite 170, San Diego, California 92122 sT9T tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CAS -CFO CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BIDS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. JIG BIDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC E APPROVED: GRADING PLAN FOR: CONCRETE SLAB OF OLIVENHAIN PUMP STATION SAN ELIJO JOINT POWER AUTHORITY LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 6_46-d c% /'/ 2695 MANCHESTER AVENUE �± MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH "• k rIffe,` CARDIFF, CALIFORNIA 92007 14321 -V OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING ST NOWAK EDWARD J. WIMMER OFF RAMP. I'ER R.C.E. NO.: C 75822 RECORD FROM: POINT "1044" PER ROS 18416 REVIEWER , \ /yam CITY ENGINEER L2' 20 APN(S): 261 010 -13 01& 261 010 13 -02 LEVATION: 18.56 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR BRYAN D. SMITH EXP.: 06 -30 -2020 DATE d� tXI�J DATE PLANNING CASE N0: 17 -272 DR CDP STORMWATER DETAILS SHEET 11 OF 13 C: \USERS \LIZETTE SALAZAR \APPDATA \LOCAL \TEMP \ACPUBLISH -8000 \1644- 001- PG- DT. DWG (05 -14 -20 1:36:31PM) Plotted by: Lizette Salazar SITE SPECIFIC DATA* PROJECT NUMBER 9591 PROJECT NAME S£JPA PROJECT LOCATION SAN DIEGO, CA STRUCTURE /D URBANPOND REQUIRED STORAGE VOLUME (CF) 1 2,310 PIPE DATA I.E. I MATERIAL I DIAMETER RiM ELEVATION 2.61 SURFACE LOADING REQUIREMENT HS20 FRAME AND COVER 030" CORROSIVE SOIL COND177ONS NA KNOWN GROUNDWATER ELEVATION 19.7 NOTES II *PER ENGINEER OF RECORD URBANPOND MODULES TYPE HEIGHT COUNT PERIMETER MODULE 3' -6" 12 OUTLET VAULT 3' -6' 1 SIDEWALLS LENGTH (FT) HEIGHT (FT) COUNT 17' -2.25° 4'_1" 1 STORAGE CAPACITY TYPE I VOL (CF) UNITS TOTAL (CF) PERIMETER MODULES 212.2 12 2,546 OUTLET VAULT 0.0 1 0 TOTAL STORAGE CAPACITY 2,546 STORAGE VOL. AT 267' WATER DEPTH = 1,975 CF HEAVIEST PIECE., OUTLET MODULE = 26,500 LBS 8'x18x3.5' OUTLET VAULT WITH INTERML WEIRS AND ORIRCE WEIR ORIFICE = 710 WEIR INV = 18.58 0100 = 19 CIS SEE DETAILS ON SEPARATE PAGE 2410 HDPE OUTLET 30'0 MANHOLE lNV = 18.50 ACCESS (TIP.) WITH RISERS 70 GRADE INSTALL TIDEFLEX [VALVE SERIES 37G 59, -A 8k8'x3.5' INSIDE HEIGHT UR&WPOND MODULES INV = 1&50 PERIMETER MODULE WITH 2 INTERIOR SUPPORT LEGS & 1 EXTERIOR WALL 17'- -215' LONG EXTERIOR WALL e WO A Vim 0 r -� r-i r--% r-i r--% a� ra a� ra a� r• a� r� a� r' I L__: 3n• �D - _ _ _ •V I r ' r sir Ir it it it 1 _ f� L1 !� �1 •� �1 •� �1 •J �1 f� �� ?? T T ;; r L_j L_J L_i L_J �_; L_� L j' L_; Li 4 1 a ' O. e 4 GO 410 PVC OUTLET TO PUMP -1 LPOURED iN PLACE 2410 HDPE INLET 1W = 18.50 SLAB EXTENDS MIN. I' INV = 18.80 IN EACH DIRECTION -8' (INCL 114' GAP BE7WEEN MODULES, PLAN VIEW 8 -7' LONG EXTERIOR WALL URBANPOND PRECAST CONCRETE STORMWA TER DETENTION PLAN VIEW GE01DlALE FABRIC WRAPPED MIN. 1' -0' ABOVE SLAB 30'0 MANHOLE ACCESS (TYP.) 071 RISERS 70 GRADE � 7W PRODUCT MY BE FROMM BY PROPRIETARY AND CONFIDENTIAL: CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS 9. •�i• I� URBANPOND REQUIRED TO OFFLOAD AND INSTALL 7HE SYSTEM AND APPURTENANCES IN 10. ONE OR XW OF BIF RaLOWM US >E ##VWWN CONTNAED N MW MWNT IS ME SOLE DETAILS - UNDERGROUND CISTERN ACCORDANCE WITH THIS DRAWING AND THE M4NUFAC7URER'S SPECOCA77ONS UNLESS BE GREATER THAN 1141 . TOP & BOTTOM PIREm1' la15t ow B2 ? /i7C1°EBNY C1r NCWIERPoI AND RS GLMMi1h7ES THIS OOCUllE1JT, q IQ D . � 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A POURED 1 SCALE i 10, 151,096 B2 MATO fawn Mao ANY PART BIEREOF, MAY BE USED, REPRODUCED OR MOAR D - THE FILL PLACED AROUND THE URBANPOND MODULES MUST BE DEPOSITED EVENLY, AT :70 PATCNrs OR Onit•R A4n ms PD am a ANY "W R NM OUT DB ORTU cro Wff OF roRnm A Farelrrl CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED APPROXIMATELY THE SAME ELEVATON, AROUND ALL SIDES. AT NO 77ME SHALL 7HE 11111 (2) BOLT HOLES FOR SECURING PANEL WALLS BASE SPECIFICATIONS FILL BEHIND ONE SiDE BE MORE THAN 1' -0" HIGHER THAN THE FILL ON THE (SEE EXT WALL PANEL SHEET) RNISHED COMPACTED SUB -MSE � PRIMEI O ► PAN VIEW FOR LOCAWNS) IECECONSINUCTTON] r E/NGLE PEECOMMUCTJN 8 -7' LONG EXTERIOR WALL URBANPOND PRECAST CONCRETE STORMWA TER DETENTION PLAN VIEW GE01DlALE FABRIC WRAPPED MIN. 1' -0' ABOVE SLAB 30'0 MANHOLE ACCESS (TYP.) 071 RISERS 70 GRADE COMPACTED) LPOURED IN PLACE BACKRU BASE SLAB (SEE DETAIL) EXTERIOR VIEW I . INTER /OR VIEW ELEVATION VIEW GE00MLE FILTER J STEPPED OR SERRATED PER FABRIC LAYER APPUCABLE OSH4 REQUIREMENTS INSTALLATION NOTES � ; CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS 9. •�i• I� URBANPOND REQUIRED TO OFFLOAD AND INSTALL 7HE SYSTEM AND APPURTENANCES IN 10. MODULES MUST BE PLACED AS CLOSE TOGETHER AS POSSIBLE, AND GAPS SHALL NOT 15 0 8' O.C.E.W DETAILS - UNDERGROUND CISTERN ACCORDANCE WITH THIS DRAWING AND THE M4NUFAC7URER'S SPECOCA77ONS UNLESS BE GREATER THAN 1141 . TOP & BOTTOM is � q IQ D . � 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A POURED 1 i 2 IN PLACE CONCRETE BASE SLAB UNLESS SPECIFIED BY THE PROJECT ENGINEER. 12 THE FILL PLACED AROUND THE URBANPOND MODULES MUST BE DEPOSITED EVENLY, AT C� m c m CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED APPROXIMATELY THE SAME ELEVATON, AROUND ALL SIDES. AT NO 77ME SHALL 7HE 11111 C 75822 BASE SPECIFICATIONS FILL BEHIND ONE SiDE BE MORE THAN 1' -0" HIGHER THAN THE FILL ON THE o J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT OPPOS17F SIDE. BACKFILL SHALL BE COMPACTED AND /OR VIBRATED TO ENSURE THAT I INTRUDE BEYOND FLUSH. ) INVERT OF OUTFZOW PIPE MUST BE FLUSH WITH BACKFILL MATERIAL iS WELL SEATED AND PROPERLY INTERLOCKED. CARE SHALL BE M EXP. 06 -30 -20 sTgT DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER77GHT TAKEN TO PREVENT ANY WEDGING AC77ON AGAINST THE STRUCTURE, AND ALL SLOPES +j WITH A NON- SHRINK GROUT PER MANUFACTURERS STANDARD CONNEC77ON DETAIL AND WITHIN THE AREA TO BE BACKFILLED MUST BE STEPPED OR SERRATED TO PREVENT cm _ F FO SHALL MEET OR EXCEED REGIONAL PIPE CONNEC77ON STANDARDS. WEDGING ACAON. CARE SHALL ALSO BE TAKEN SO AS NOT TO DISRUPT 7HE JOINT 4. CON7R4CT0R TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. WRAP FROM THE JOINT DURING THE BACKFILL PROCESS BACKOLL MATERIAL MUST BE POURED IN PLACE 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, MANHOLE FRAMES AND CLEAN, CRUSHED, ANGULAR NO. 57 (AASHTO M4J) AGGREGATE OR NATIVE MATERIAL iF BASE SLAB DETAIL BENCHMARK I APPROVED BY THE SI7E GE07ECHNICAL ENGINEER. IF NATIVE MATERIAL IS SUSCEP77BLE DESIGNED BY: DRAWN BY: SURFACE UNLESS SPECIFIED OTHERWISE. TO MIGRATION, CONFIRM WITH GEOTECHNiCAL ENGINEER AND PROVLOE PR07EC77ON AS CHECKED BY: 6. THE URBANPOND MODULE SYS7FM IS TO BE INSTALLED IN ACCORDANCE WITH ASTM - ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. C891 -90, INSTALLA77ON OF UNDERGROUND PRECAST UTILITY STRUCTURES. PROJECT 13. AT NO TIME SHALL MACHINERY OR VEHICLES GREATER THAN 7HE DESIGN HS -20 I PLAN AND SPECOCA77ONS MUST BE FOLLOWED ALONG WITH ANY APPLICABLE LOADING CRITERIA 7R VEL ON TOP OF THE SYSTEM WITHOUT 7HE MINIMUM DESIGN REGULATIONS. COVERAGE. IF TRAVEL IS NECESSARY OVER THE SYSTEM PRIOR TO ACHIEVING THE 7. CONTRACTOR TO PLACE A LAYER OF GEOTEX77LE FABRIC iN 7HE EXCAVATED PIT PRIOR MINIMUM DESIGN COVER, IT MAY BE NECESSARY TO REDUCE 7HE UL77MATE TO PLACEMENT OF POURED IN PLACE FOUNDATION SLAB AND UR34NPOND MODULES LOAD /BURDEN OF THE OPERA77NG MACHINERY SO AS NOT TO EXCEED THE CAPACITY GENERAL NOTES THE FABRIC SHALL EXTEND BEYOND THE F007PRiNT OF THE POURED SLAB IN ORDER OF THE SYSTEM. IN SOME CASES, IN ORDER TO ACHIEVE REQUIRED COMPAC77ON, INT. TO WRAP UP ALONG THE OUTER WALLS AND BE SECURED INTO PLACE WITH THE HAND COMPAC77ON MAY BE NECESSARY IN ORDER TO NOT EXCEED THE ALLOTTED 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. SUPERVISION DATE: SACKFILL. THE GE07EX77LE FABRIC PREVENT5 RNE SOIL PAR77CLES FROM MIGRATING DESIGN LOADING COMPACTED) LPOURED IN PLACE BACKRU BASE SLAB (SEE DETAIL) EXTERIOR VIEW I . INTER /OR VIEW ELEVATION VIEW GE00MLE FILTER J STEPPED OR SERRATED PER FABRIC LAYER APPUCABLE OSH4 REQUIREMENTS INSTALLATION NOTES � i. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS 9. BID CLEAN RECOMMENDS BEGINNING INSTALLA77ON WI7H THE OUTLET MODULE. I� URBANPOND REQUIRED TO OFFLOAD AND INSTALL 7HE SYSTEM AND APPURTENANCES IN 10. MODULES MUST BE PLACED AS CLOSE TOGETHER AS POSSIBLE, AND GAPS SHALL NOT 15 0 8' O.C.E.W DETAILS - UNDERGROUND CISTERN ACCORDANCE WITH THIS DRAWING AND THE M4NUFAC7URER'S SPECOCA77ONS UNLESS BE GREATER THAN 1141 . TOP & BOTTOM OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 11. ALL EXTERIOR SYSTEM JOINTS SHALL BE COVERED WITH A MIN. 6" JOINT WRAP (ON q IQ D . � 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A POURED SIDES AND TOP). i 2 IN PLACE CONCRETE BASE SLAB UNLESS SPECIFIED BY THE PROJECT ENGINEER. 12 THE FILL PLACED AROUND THE URBANPOND MODULES MUST BE DEPOSITED EVENLY, AT C� m c m CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEER'S RECOMMENDED APPROXIMATELY THE SAME ELEVATON, AROUND ALL SIDES. AT NO 77ME SHALL 7HE 11111 C 75822 BASE SPECIFICATIONS FILL BEHIND ONE SiDE BE MORE THAN 1' -0" HIGHER THAN THE FILL ON THE o J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT OPPOS17F SIDE. BACKFILL SHALL BE COMPACTED AND /OR VIBRATED TO ENSURE THAT I INTRUDE BEYOND FLUSH. ) INVERT OF OUTFZOW PIPE MUST BE FLUSH WITH BACKFILL MATERIAL iS WELL SEATED AND PROPERLY INTERLOCKED. CARE SHALL BE M EXP. 06 -30 -20 sTgT DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER77GHT TAKEN TO PREVENT ANY WEDGING AC77ON AGAINST THE STRUCTURE, AND ALL SLOPES +j WITH A NON- SHRINK GROUT PER MANUFACTURERS STANDARD CONNEC77ON DETAIL AND WITHIN THE AREA TO BE BACKFILLED MUST BE STEPPED OR SERRATED TO PREVENT cm _ F FO SHALL MEET OR EXCEED REGIONAL PIPE CONNEC77ON STANDARDS. WEDGING ACAON. CARE SHALL ALSO BE TAKEN SO AS NOT TO DISRUPT 7HE JOINT 4. CON7R4CT0R TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. WRAP FROM THE JOINT DURING THE BACKFILL PROCESS BACKOLL MATERIAL MUST BE POURED IN PLACE 5. CONTRACTOR RESPONSIBLE FOR INSTALLA77ON OF ALL RISERS, MANHOLE FRAMES AND CLEAN, CRUSHED, ANGULAR NO. 57 (AASHTO M4J) AGGREGATE OR NATIVE MATERIAL iF BASE SLAB DETAIL BENCHMARK COVERS. CONTRACTOR TO GROUT ALL FRAMES AND COVERS TO MATCH FINISHED APPROVED BY THE SI7E GE07ECHNICAL ENGINEER. IF NATIVE MATERIAL IS SUSCEP77BLE DESIGNED BY: DRAWN BY: SURFACE UNLESS SPECIFIED OTHERWISE. TO MIGRATION, CONFIRM WITH GEOTECHNiCAL ENGINEER AND PROVLOE PR07EC77ON AS CHECKED BY: 6. THE URBANPOND MODULE SYS7FM IS TO BE INSTALLED IN ACCORDANCE WITH ASTM REQUIRED. ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. C891 -90, INSTALLA77ON OF UNDERGROUND PRECAST UTILITY STRUCTURES. PROJECT 13. AT NO TIME SHALL MACHINERY OR VEHICLES GREATER THAN 7HE DESIGN HS -20 I PLAN AND SPECOCA77ONS MUST BE FOLLOWED ALONG WITH ANY APPLICABLE LOADING CRITERIA 7R VEL ON TOP OF THE SYSTEM WITHOUT 7HE MINIMUM DESIGN REGULATIONS. COVERAGE. IF TRAVEL IS NECESSARY OVER THE SYSTEM PRIOR TO ACHIEVING THE 7. CONTRACTOR TO PLACE A LAYER OF GEOTEX77LE FABRIC iN 7HE EXCAVATED PIT PRIOR MINIMUM DESIGN COVER, IT MAY BE NECESSARY TO REDUCE 7HE UL77MATE TO PLACEMENT OF POURED IN PLACE FOUNDATION SLAB AND UR34NPOND MODULES LOAD /BURDEN OF THE OPERA77NG MACHINERY SO AS NOT TO EXCEED THE CAPACITY GENERAL NOTES THE FABRIC SHALL EXTEND BEYOND THE F007PRiNT OF THE POURED SLAB IN ORDER OF THE SYSTEM. IN SOME CASES, IN ORDER TO ACHIEVE REQUIRED COMPAC77ON, INT. TO WRAP UP ALONG THE OUTER WALLS AND BE SECURED INTO PLACE WITH THE HAND COMPAC77ON MAY BE NECESSARY IN ORDER TO NOT EXCEED THE ALLOTTED 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. SUPERVISION DATE: SACKFILL. THE GE07EX77LE FABRIC PREVENT5 RNE SOIL PAR77CLES FROM MIGRATING DESIGN LOADING 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICA77ONS AND CAPACITES ARE SUBJECT TO GRADING PLAN INTO THE SYTEM. 14. A PRE- CONSTRUCTON MEETING IS REQUIRED PRIOR TO PLACEMENT OF URBANPOND. CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 8. DESIGA647ED EMBEDDED LIFTERS MUST BE USED USE PROPER RIGGING TO ASSURE ALL AND ACCESSORIES PLEASE CONTACT MANUFACTURER. PUBLIC WORKS LIFTERS ARE EQUALLY ENGAGED WITH A MINIMUM 60 DEGREE ANGLE ON SLINGS AS 3. ANY VARIATION FOUND DURING CONSTRUCTION FROM THE SI7F AND SYSTEM ANALYSIS NOTED AND IN ACCORDANCE WITH MANUFACTURERS LIFTING PROCEDURES MUST BE REPORTED TO THE PROJECT DESIGN ENGINEER. PLANNING DTwY0rm� PROPRIETARY AND CONFIDENTAL: URBANPOND MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER ON' "' "' 0F710N T "`""1I0N `T `"BD " D0"' a R SUE BiOAClean CARDIFF, CALIFORNIA 92007 PRECAST CONCRETE STORMWA TER DETENTION ROENIS 1a 151,OBT B2 PROPEw OF FORk1BRA AND Irs COWPAAUM R6s &VAe T, v OF THE NORTHBOUND INTERSTATE HIGHWAY 5 1 :60 SCALE 1am,096 m MU70 FORS U PATBms OR 07H R PATEARS AMOM AM ANY PART DI WW. SAY BE USE, RIDNODUCED OR MOM RN ANY,uMVER wmN OUT V E NRITI N COWS Or FORNERRA • roR.e... m .�, GENERAL ELEVATION DETAILS -D' I 1 1 1 1 i I 1 1 I 1 1 s l 1 I s 'n ao I 1 I I 1 I 1 i I 1 I I 1 ! � w I I 1 IL---J VIEW B - 7' f' -0 4' -3" 1' -9" , 0" 81 -7A TOP VIEW (FRAME & COVER/ GRADE ADJUSTMENT NOT SHOWN) 1 V �o I ELEVATION VIEW A B' 4' 0' 4' -0' 4' 0' 1, -5�w 1, 4A VIEW D R Q a 710 ORIFICE WEIR OPENING I 2410 PVC OUTFLOW i� —16'--0' — PLAN VIEW 1 I INTERIOR WEIR OPENING (TIP) I I p I ^ I I I e I I N I I I I f 2' 6'� 7 "0 ORIFICE LOCATED 1' ABOVE FLOOR 16' -O' 6 ELEVATION VIEW D ELEVATION VIEW C 8' -7" ♦L� _ _ 3D ;r • �J R c 1 w 4' CMMFER (Typ) I ELEVATION VIEW B URBANPOND PRECAST CONCRETESTORMWATER DETENTION SINGLE MODULE - PERIMETER --30"0- - 24'0 PVC ' OUTLET `O INV =18.50 7 I 1 I ! I ELEVATION VIEW A I I 3010 - -� - I I I I I I I ELEVATION VIEWS � poi ink I� URBANPOND 111111 �I ELEVATION VIEW C 8' -7" ♦L� _ _ 3D ;r • �J R c 1 w 4' CMMFER (Typ) I ELEVATION VIEW B URBANPOND PRECAST CONCRETESTORMWATER DETENTION SINGLE MODULE - PERIMETER --30"0- - 24'0 PVC ' OUTLET `O INV =18.50 7 I 1 I ! I ELEVATION VIEW A I I 3010 - -� - I I I I I I I ELEVATION VIEWS C: \USERS \LIZETTE SALAZAR \APPDATA \LOCAL \TEMP \ACPUBLISH -8000 \1644- 001— PG— DT.DWG (05 -14 -20 1:36:43PM) Plotted by: Lizette Salazar URBANPOND 111111 ROFESS /0 DETAILS - UNDERGROUND CISTERN STORAGE (HMP -1) ro_�� PRECAST CONCRETESTORMWATER DETENTION _ q IQ D . � NOT TO SCALE Q 2 OUTLET VAULT ° _ - FUSCOE C� m c m 11111 C 75822 E N G I N E E R I N G EXP. 06 -30 -20 sTgT 6390 Greenwich Dr., Suite 170, San Diego, California 92122 cm _ F FO tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com OF CAS 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. BIDS JG I BIDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE CONCRETE SLAB OF OLIVENHAIN PUMP STATION INT. DATE PLANS PREPARED UNDER SUPERVISION DATE: OF 05/14/2020 RECOMMENDED: APPROVED: &,d �rw �dw"• GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY 2695 MANCHESTER AVENUE 14321 -G LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS PLANNING MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH CARDIFF, CALIFORNIA 92007 OF THE NORTHBOUND INTERSTATE HIGHWAY 5 R.C.E. NO.: C 75822 ST NOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. RECORD FROM: POINT "1044" PER ROS 18416 ELEVATION: 18.56 DATUM: NAVD88 REVIEWER BRYAN D. SMITH EXP.: 06 -30 -2020 ` �I DATE) CITY ENGINEER Jc /2/20 DATE PLANNING CASE APN(S): 261- 010- 13 -01& 261- 010 -13 -02 NO: 17 -272 DR CDP STORMWATER DETAILS SENIOR ENGINEER DATE INSPECTOR ISHEET12OF13 C: \USERS \LIZETTE SALAZAR \APPDATA \LOCAL \TEMP \ACPUBLISH -8000 \1644- 001— PG— DT.DWG (05 -14 -20 1:36:43PM) Plotted by: Lizette Salazar • NOTES: 1. LOCATION OF BUILDING AND ACTIVITY AREAS (E.G. FUELING ISLANDS, WASTE CONTAINER AREA, WASH RACKES, ETC.) IS TO BE DETERMINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION AND ADDED TO THIS PLAN. 2. CONTRACTOR SHALL NOTE ON THIS PLAN THE LOCATIONS, IF ANY, WHERE MATERIALS ARE DIRECTLY EXPOSED TO STORM WATER. 3. FOR PERMANENT LANDSCAPING DETAILS SEE BUILDING PLANS. 4. ALL CONSTRUCTION GATES SHALL BE SLIDING ONLY. 5. BASINS ARE TO BE CLEARED OF CONSTRUCTION SILT AND MUD PRIOR TO THE INSTALLATION OF THE BASIN UNDERDRAIN SYSTEM. 6. ANY INCOMPLETE AND DISTURBED PORTION OF THE PROJECT INACTIVE FOR 14+ DAYS MUST BE STABILIZED VIA SOIL STABILIZER, HYDRAULIC MULCH (EC -3), HYDROSEEDING (EC -4) OR SOIL BINDER (EC -5). 1! D J i r I xlc..4 � r J I I slow APN 261- 010 -013 DIP A 1 `OPEN SPPGE� / I/ I I �4� A�oowom ��•� ray �.� /� ►,,;,��,,�� _ice 4 w ir1U1�l� ■IIIIII!1111111�- - �� - \rrw MO . = w C�CT so DESILTING BASIN NOTE: BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING BASII`t3 BIOFILTRATION BASINS COMPLETED ONCE FINAL SITE STABILIZATION IS ACHIVE17 P. II [IIIIIIHIII�:_ ��I:�t.� O � � „ �I�� -II�� ,,�, � �� 'i I • • : • • I I • • I�I1011111'�I�iVll�l Was I - • I -gin LINI r r d O f{ 1 11 I I S s l C STREET SWEEPING ON CANNON ROAD & C CAR COUNTRY DRIVE AS NEEDED LI q -OW FLOW I 6' WEIR 6 3 BAGS 1 1 LOW FLOW SUMP CONDITION URB CL NE CURB LINE TOP /TOE TOP /TOE SLOPE SLOPE CURB CURB LINE LINE 2•r �P� ?� GRAVEL FILLED 10' WEIR BAGS 5 MpX 1P 5.1 MqX —C zr;� B GRAVEL FILLED PLACE GRAVEL FILLED BAGS (2 HIGH) BAGS AT TOE OF FILL SLOPE SECTION A —A NOT TO SCALE SSV 3 BAGS HIGH 2 BAGS HIGH 'x FIRST ROW FIRST ROW 11' ¢ HALF BURIED HALF BURIED EROSION CONTROL NOTES: GRAVEL T'P. N FILLED SECTION B —B SECTION C —C 1O STORM DRAIN INLET PROTECTION, PER CALIFORNIA STORMWATER QUALITY BAGS 8' TEIIR N f� NOT TO SCALE NOT TO SCALE ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, JAN C N B C 2009 EDITION (CA BMP HANDBOOK) SE -10, TYPE 3: GRAVEL BAG, SEE A DETAIL. 20 CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE -1 3O APPLY FIBER ROLLS PER CA BMP HANDBOOK SE -5 B ® GRAVEL BAG CHEVRONS EVERY 100 FEET IN FLOWPATH PER CA BMP FLOWBY CONDITION GRATE INLET CONDITION HANDBOOK SE -6 O5 STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION (PER CASOA SE -10) PRIOR TO OCCUPANCY AND /OR FINAL. l\ �. r 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. SLOPE t-ibtrc rcv� trq 8" MIN. N N g r�� \ / /�\ : 3�4 x 3 4 \� WOOD ST EL MAX. 4' v SPACING FIBER ROLLS NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. CURB LINE 2 BAGS HIGH /1 a FLOW 2 BAGS HIGH TIP. a CROSS SLOPE FIRST ROW ' Z HALF BURIED �o m Lj GRAVEL SECTION C —C > FILLED Z BAGS NOT TO SCALE GRAVEL BAG BERMS (CASOA SE 6) NOT TO SCALE 11111; FIL SILT FENCE NO SCALE FILTER CORRUGATED STEEL PANELS 3" TO 6" CRUSHED AGGREGATE 12" MIN.' PROFILE K i 11 BMPS TO BE IMPLEMENTED Ns 0 \\ W F6 --- - - - - -- <. _ z 4a - -- _ W 43 X11 s\ �• FR z o x Iz W x o 'U EROSION CONTROL LEGEND —_ EC -1 SCHEDULING PROPERTY BOUNDARY — — EC -2 EXISTING VEGETATION PROPOSED STORM DRAIN — _ _ — so _ EC -3 HYDRAULIC MULCH EC -4 HYDROSEEDING FLOW ARROWS EC -9 DRAINAGE SWALES BROW DITCH - EC -10 VELOCITY DISSIPATION "1 EC -15 SOIL PREPARATION STREET SWEEPING AND SE -1 SILT FENCE VACUUMING PER SE -7 SSV SE -2 SEDIMENT BASIN 1 SE -3 SEDIMENT TRAP SILT FENCE PER SE -1 — 3F — SE -4 CHECK DAMS FIBER ROLL PER SE -5 — PR — I SE -5 FIBER ROLLS SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION SF SE -8 SANDBAG BARRIER PER SE -10 SE -10 STORM DRAIN INLET PROTECTION NS -1 WATER CONSERVATION PRACTICES GRAVEL BAG BERM PER SE -6 000000 NS -2 DEWATERING OPERATIONS 6' HIGH CONSTRUCTION FENCE — x-- X - -x -- NS -3 PAVING AND GRINDING OPERATIONS NS -6 ILLICIT CONNECTION /DISCHARGE (CHAIN LINK) NS -7 POTABLE WATER STABILIZED CONSTRUCTION NS -8 VEHICLE AND EQUIPMENT CLEANING ENTRANCE NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE MATERIAL DELIVERY AND STORAGE PER WM -1 Ms NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING srocKPl�e WM -1 MATERIAL DELIVERY AND STORAGE STOCKPILE MANAGEMENT PER WM -3 MnrvnceMeNr WM -2 MATERIAL USE WM -3 STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL PER WM -4 WM -4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT LIMITS OF GRADING �� WM -6 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT * + + HYDROSEEDING PER EC -4 WM -7 CONTAMINATED SOIL MANAGEMENT + + WM -9 SANITARY WASTE MANAGEMENT WM -10 SANITARY WASTE MANAGEMENT *EQUIVALENT SOIL STABILIZING METHOD (EG. HYDRAULIC MULCH EC -3, SOIL BINDERS EC -5, OR STRAW MULCH TC -1 STABILIZED CONSTRUCTION ENTRANCE EC -6) MAY BE SUBSTITUTED PER CONTRACTOR /QSP TC -2 STABILIZED CONSTRUCTION ROADWAY DISCRETION. TC -3 TIRE WASH WE -1 WIND EROSION SOLID WASTE MANAGEMENT PER WM -5 54 NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK HAZARDOUS WASTE MANAGEMENT PER WM -6 zt CONTAMINATED SOIL MANAGEMENT PER WM -7 csM y CONCRETE WASTE MANAGEMENT PER WM -8 cwM ,1 -V rr rri ri INSTALL FIBER ROLL SANTIATRY /SEPTIC WASTE MANAGEMENT PER WM -9 ss ALONG A LEVEL CONTOUR y rrir,�,yri�r�r�r ,ririri iNrrrir LIQUID WASTE MANAGEMENT PER WIM LwM rrirrr Wy y SCHEDULING PER SS -1 scH W FIBER ROLLS \r �P -V WATER CONSERVATION PRACTICES PER NS -1 y h rri y , r r y VEHICLE AND EQUIPMENT CLEANING PER NS -8 vec y rriririr�rr! /ir ylll VEHICLE AND EQUIPMENT FUELING PER NS -9 vEP VERTICAL SPACING \ \ rri /rri /rri �rrri r / MEASUERED ALONG /\ �,�,� III VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 vEM FACE OF THE SLOPE y Q VARIES BETWEEN / CL o 10' AND 20' \ / INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A \ STEEPER SLOPE EXISTING GROUND\ 3 n II II II II =1_I 1 10'MIN. OR ' II II II II -I� • � r� - I I 13Y TRAFFIC �I II �I II iI II III II �I I��•. .: .�.♦♦•.♦.•.�.: . =. PLAN :. CONSTRUCTION (PER CASOA NOT TO SCALE FIBER ROLL SPACING TABLE GRADE INTERVAL 090 TO 2590 20' 25% TO 50% 15' GREATER THAN 507. 10' NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 V) Cif < < 1 1 IO x / C Cu1 q -OW FLOW I 6' WEIR 6 3 BAGS 1 1 LOW FLOW SUMP CONDITION URB CL NE CURB LINE TOP /TOE TOP /TOE SLOPE SLOPE CURB CURB LINE LINE 2•r �P� ?� GRAVEL FILLED 10' WEIR BAGS 5 MpX 1P 5.1 MqX —C zr;� B GRAVEL FILLED PLACE GRAVEL FILLED BAGS (2 HIGH) BAGS AT TOE OF FILL SLOPE SECTION A —A NOT TO SCALE SSV 3 BAGS HIGH 2 BAGS HIGH 'x FIRST ROW FIRST ROW 11' ¢ HALF BURIED HALF BURIED EROSION CONTROL NOTES: GRAVEL T'P. N FILLED SECTION B —B SECTION C —C 1O STORM DRAIN INLET PROTECTION, PER CALIFORNIA STORMWATER QUALITY BAGS 8' TEIIR N f� NOT TO SCALE NOT TO SCALE ASSOCIATION STORMWATER BEST MANAGEMENT PRACTICE HANDBOOK, JAN C N B C 2009 EDITION (CA BMP HANDBOOK) SE -10, TYPE 3: GRAVEL BAG, SEE A DETAIL. 20 CONSTRUCT SILT FENCE PER CA BMP HANDBOOK SE -1 3O APPLY FIBER ROLLS PER CA BMP HANDBOOK SE -5 B ® GRAVEL BAG CHEVRONS EVERY 100 FEET IN FLOWPATH PER CA BMP FLOWBY CONDITION GRATE INLET CONDITION HANDBOOK SE -6 O5 STABILIZED CONSTRUCTION ENTRANCE INLET PROTECTION (PER CASOA SE -10) PRIOR TO OCCUPANCY AND /OR FINAL. l\ �. r 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. SLOPE t-ibtrc rcv� trq 8" MIN. N N g r�� \ / /�\ : 3�4 x 3 4 \� WOOD ST EL MAX. 4' v SPACING FIBER ROLLS NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. CURB LINE 2 BAGS HIGH /1 a FLOW 2 BAGS HIGH TIP. a CROSS SLOPE FIRST ROW ' Z HALF BURIED �o m Lj GRAVEL SECTION C —C > FILLED Z BAGS NOT TO SCALE GRAVEL BAG BERMS (CASOA SE 6) NOT TO SCALE 11111; FIL SILT FENCE NO SCALE FILTER CORRUGATED STEEL PANELS 3" TO 6" CRUSHED AGGREGATE 12" MIN.' PROFILE K i 11 BMPS TO BE IMPLEMENTED Ns 0 \\ W F6 --- - - - - -- <. _ z 4a - -- _ W 43 X11 s\ �• FR z o x Iz W x o 'U EROSION CONTROL LEGEND —_ EC -1 SCHEDULING PROPERTY BOUNDARY — — EC -2 EXISTING VEGETATION PROPOSED STORM DRAIN — _ _ — so _ EC -3 HYDRAULIC MULCH EC -4 HYDROSEEDING FLOW ARROWS EC -9 DRAINAGE SWALES BROW DITCH - EC -10 VELOCITY DISSIPATION "1 EC -15 SOIL PREPARATION STREET SWEEPING AND SE -1 SILT FENCE VACUUMING PER SE -7 SSV SE -2 SEDIMENT BASIN 1 SE -3 SEDIMENT TRAP SILT FENCE PER SE -1 — 3F — SE -4 CHECK DAMS FIBER ROLL PER SE -5 — PR — I SE -5 FIBER ROLLS SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION SF SE -8 SANDBAG BARRIER PER SE -10 SE -10 STORM DRAIN INLET PROTECTION NS -1 WATER CONSERVATION PRACTICES GRAVEL BAG BERM PER SE -6 000000 NS -2 DEWATERING OPERATIONS 6' HIGH CONSTRUCTION FENCE — x-- X - -x -- NS -3 PAVING AND GRINDING OPERATIONS NS -6 ILLICIT CONNECTION /DISCHARGE (CHAIN LINK) NS -7 POTABLE WATER STABILIZED CONSTRUCTION NS -8 VEHICLE AND EQUIPMENT CLEANING ENTRANCE NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE MATERIAL DELIVERY AND STORAGE PER WM -1 Ms NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING srocKPl�e WM -1 MATERIAL DELIVERY AND STORAGE STOCKPILE MANAGEMENT PER WM -3 MnrvnceMeNr WM -2 MATERIAL USE WM -3 STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL PER WM -4 WM -4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT LIMITS OF GRADING �� WM -6 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT * + + HYDROSEEDING PER EC -4 WM -7 CONTAMINATED SOIL MANAGEMENT + + WM -9 SANITARY WASTE MANAGEMENT WM -10 SANITARY WASTE MANAGEMENT *EQUIVALENT SOIL STABILIZING METHOD (EG. HYDRAULIC MULCH EC -3, SOIL BINDERS EC -5, OR STRAW MULCH TC -1 STABILIZED CONSTRUCTION ENTRANCE EC -6) MAY BE SUBSTITUTED PER CONTRACTOR /QSP TC -2 STABILIZED CONSTRUCTION ROADWAY DISCRETION. TC -3 TIRE WASH WE -1 WIND EROSION SOLID WASTE MANAGEMENT PER WM -5 54 NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK HAZARDOUS WASTE MANAGEMENT PER WM -6 zt CONTAMINATED SOIL MANAGEMENT PER WM -7 csM y CONCRETE WASTE MANAGEMENT PER WM -8 cwM ,1 -V rr rri ri INSTALL FIBER ROLL SANTIATRY /SEPTIC WASTE MANAGEMENT PER WM -9 ss ALONG A LEVEL CONTOUR y rrir,�,yri�r�r�r ,ririri iNrrrir LIQUID WASTE MANAGEMENT PER WIM LwM rrirrr Wy y SCHEDULING PER SS -1 scH W FIBER ROLLS \r �P -V WATER CONSERVATION PRACTICES PER NS -1 y h rri y , r r y VEHICLE AND EQUIPMENT CLEANING PER NS -8 vec y rriririr�rr! /ir ylll VEHICLE AND EQUIPMENT FUELING PER NS -9 vEP VERTICAL SPACING \ \ rri /rri /rri �rrri r / MEASUERED ALONG /\ �,�,� III VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 vEM FACE OF THE SLOPE y Q VARIES BETWEEN / CL o 10' AND 20' \ / INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A \ STEEPER SLOPE EXISTING GROUND\ 3 n II II II II =1_I 1 10'MIN. OR ' II II II II -I� • � r� - I I 13Y TRAFFIC �I II �I II iI II III II �I I��•. .: .�.♦♦•.♦.•.�.: . =. PLAN :. CONSTRUCTION (PER CASOA NOT TO SCALE FIBER ROLL SPACING TABLE GRADE INTERVAL 090 TO 2590 20' 25% TO 50% 15' GREATER THAN 507. 10' NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 PRIOR TO OCCUPANCY AND /OR FINAL. l\ �. r 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. SLOPE t-ibtrc rcv� trq 8" MIN. N N g r�� \ / /�\ : 3�4 x 3 4 \� WOOD ST EL MAX. 4' v SPACING FIBER ROLLS NOT TO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. CURB LINE 2 BAGS HIGH /1 a FLOW 2 BAGS HIGH TIP. a CROSS SLOPE FIRST ROW ' Z HALF BURIED �o m Lj GRAVEL SECTION C —C > FILLED Z BAGS NOT TO SCALE GRAVEL BAG BERMS (CASOA SE 6) NOT TO SCALE 11111; FIL SILT FENCE NO SCALE FILTER CORRUGATED STEEL PANELS 3" TO 6" CRUSHED AGGREGATE 12" MIN.' PROFILE K i 11 BMPS TO BE IMPLEMENTED Ns 0 \\ W F6 --- - - - - -- <. _ z 4a - -- _ W 43 X11 s\ �• FR z o x Iz W x o 'U EROSION CONTROL LEGEND —_ EC -1 SCHEDULING PROPERTY BOUNDARY — — EC -2 EXISTING VEGETATION PROPOSED STORM DRAIN — _ _ — so _ EC -3 HYDRAULIC MULCH EC -4 HYDROSEEDING FLOW ARROWS EC -9 DRAINAGE SWALES BROW DITCH - EC -10 VELOCITY DISSIPATION "1 EC -15 SOIL PREPARATION STREET SWEEPING AND SE -1 SILT FENCE VACUUMING PER SE -7 SSV SE -2 SEDIMENT BASIN 1 SE -3 SEDIMENT TRAP SILT FENCE PER SE -1 — 3F — SE -4 CHECK DAMS FIBER ROLL PER SE -5 — PR — I SE -5 FIBER ROLLS SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION SF SE -8 SANDBAG BARRIER PER SE -10 SE -10 STORM DRAIN INLET PROTECTION NS -1 WATER CONSERVATION PRACTICES GRAVEL BAG BERM PER SE -6 000000 NS -2 DEWATERING OPERATIONS 6' HIGH CONSTRUCTION FENCE — x-- X - -x -- NS -3 PAVING AND GRINDING OPERATIONS NS -6 ILLICIT CONNECTION /DISCHARGE (CHAIN LINK) NS -7 POTABLE WATER STABILIZED CONSTRUCTION NS -8 VEHICLE AND EQUIPMENT CLEANING ENTRANCE NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE MATERIAL DELIVERY AND STORAGE PER WM -1 Ms NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING srocKPl�e WM -1 MATERIAL DELIVERY AND STORAGE STOCKPILE MANAGEMENT PER WM -3 MnrvnceMeNr WM -2 MATERIAL USE WM -3 STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL PER WM -4 WM -4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT LIMITS OF GRADING �� WM -6 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT * + + HYDROSEEDING PER EC -4 WM -7 CONTAMINATED SOIL MANAGEMENT + + WM -9 SANITARY WASTE MANAGEMENT WM -10 SANITARY WASTE MANAGEMENT *EQUIVALENT SOIL STABILIZING METHOD (EG. HYDRAULIC MULCH EC -3, SOIL BINDERS EC -5, OR STRAW MULCH TC -1 STABILIZED CONSTRUCTION ENTRANCE EC -6) MAY BE SUBSTITUTED PER CONTRACTOR /QSP TC -2 STABILIZED CONSTRUCTION ROADWAY DISCRETION. TC -3 TIRE WASH WE -1 WIND EROSION SOLID WASTE MANAGEMENT PER WM -5 54 NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK HAZARDOUS WASTE MANAGEMENT PER WM -6 zt CONTAMINATED SOIL MANAGEMENT PER WM -7 csM y CONCRETE WASTE MANAGEMENT PER WM -8 cwM ,1 -V rr rri ri INSTALL FIBER ROLL SANTIATRY /SEPTIC WASTE MANAGEMENT PER WM -9 ss ALONG A LEVEL CONTOUR y rrir,�,yri�r�r�r ,ririri iNrrrir LIQUID WASTE MANAGEMENT PER WIM LwM rrirrr Wy y SCHEDULING PER SS -1 scH W FIBER ROLLS \r �P -V WATER CONSERVATION PRACTICES PER NS -1 y h rri y , r r y VEHICLE AND EQUIPMENT CLEANING PER NS -8 vec y rriririr�rr! /ir ylll VEHICLE AND EQUIPMENT FUELING PER NS -9 vEP VERTICAL SPACING \ \ rri /rri /rri �rrri r / MEASUERED ALONG /\ �,�,� III VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 vEM FACE OF THE SLOPE y Q VARIES BETWEEN / CL o 10' AND 20' \ / INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A \ STEEPER SLOPE EXISTING GROUND\ 3 n II II II II =1_I 1 10'MIN. OR ' II II II II -I� • � r� - I I 13Y TRAFFIC �I II �I II iI II III II �I I��•. .: .�.♦♦•.♦.•.�.: . =. PLAN :. CONSTRUCTION (PER CASOA NOT TO SCALE FIBER ROLL SPACING TABLE GRADE INTERVAL 090 TO 2590 20' 25% TO 50% 15' GREATER THAN 507. 10' NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 Z BAGS NOT TO SCALE GRAVEL BAG BERMS (CASOA SE 6) NOT TO SCALE 11111; FIL SILT FENCE NO SCALE FILTER CORRUGATED STEEL PANELS 3" TO 6" CRUSHED AGGREGATE 12" MIN.' PROFILE K i 11 BMPS TO BE IMPLEMENTED Ns 0 \\ W F6 --- - - - - -- <. _ z 4a - -- _ W 43 X11 s\ �• FR z o x Iz W x o 'U EROSION CONTROL LEGEND —_ EC -1 SCHEDULING PROPERTY BOUNDARY — — EC -2 EXISTING VEGETATION PROPOSED STORM DRAIN — _ _ — so _ EC -3 HYDRAULIC MULCH EC -4 HYDROSEEDING FLOW ARROWS EC -9 DRAINAGE SWALES BROW DITCH - EC -10 VELOCITY DISSIPATION "1 EC -15 SOIL PREPARATION STREET SWEEPING AND SE -1 SILT FENCE VACUUMING PER SE -7 SSV SE -2 SEDIMENT BASIN 1 SE -3 SEDIMENT TRAP SILT FENCE PER SE -1 — 3F — SE -4 CHECK DAMS FIBER ROLL PER SE -5 — PR — I SE -5 FIBER ROLLS SE -6 GRAVEL BAG BERM SE -7 STREET SWEEPING AND VACUUMING STORM DRAIN INLET PROTECTION SF SE -8 SANDBAG BARRIER PER SE -10 SE -10 STORM DRAIN INLET PROTECTION NS -1 WATER CONSERVATION PRACTICES GRAVEL BAG BERM PER SE -6 000000 NS -2 DEWATERING OPERATIONS 6' HIGH CONSTRUCTION FENCE — x-- X - -x -- NS -3 PAVING AND GRINDING OPERATIONS NS -6 ILLICIT CONNECTION /DISCHARGE (CHAIN LINK) NS -7 POTABLE WATER STABILIZED CONSTRUCTION NS -8 VEHICLE AND EQUIPMENT CLEANING ENTRANCE NS -9 VEHICLE AND EQUIPMENT FUELING NS -10 VEHICLE AND EQUIPMENT MAINTENANCE MATERIAL DELIVERY AND STORAGE PER WM -1 Ms NS -12 CONCRETE CURING NS -13 CONCRETE FINISHING srocKPl�e WM -1 MATERIAL DELIVERY AND STORAGE STOCKPILE MANAGEMENT PER WM -3 MnrvnceMeNr WM -2 MATERIAL USE WM -3 STOCKPILE MANAGEMENT SPILL PREVENTION AND CONTROL PER WM -4 WM -4 SPILL PREVENTION AND CONTROL WM -5 SOLID WASTE MANAGEMENT LIMITS OF GRADING �� WM -6 HAZARDOUS WASTE MANAGEMENT WM -8 CONCRETE WASTE MANAGEMENT * + + HYDROSEEDING PER EC -4 WM -7 CONTAMINATED SOIL MANAGEMENT + + WM -9 SANITARY WASTE MANAGEMENT WM -10 SANITARY WASTE MANAGEMENT *EQUIVALENT SOIL STABILIZING METHOD (EG. HYDRAULIC MULCH EC -3, SOIL BINDERS EC -5, OR STRAW MULCH TC -1 STABILIZED CONSTRUCTION ENTRANCE EC -6) MAY BE SUBSTITUTED PER CONTRACTOR /QSP TC -2 STABILIZED CONSTRUCTION ROADWAY DISCRETION. TC -3 TIRE WASH WE -1 WIND EROSION SOLID WASTE MANAGEMENT PER WM -5 54 NOTE: BMP NUMBERS REFERENCE CA BMP HANDBOOK HAZARDOUS WASTE MANAGEMENT PER WM -6 zt CONTAMINATED SOIL MANAGEMENT PER WM -7 csM y CONCRETE WASTE MANAGEMENT PER WM -8 cwM ,1 -V rr rri ri INSTALL FIBER ROLL SANTIATRY /SEPTIC WASTE MANAGEMENT PER WM -9 ss ALONG A LEVEL CONTOUR y rrir,�,yri�r�r�r ,ririri iNrrrir LIQUID WASTE MANAGEMENT PER WIM LwM rrirrr Wy y SCHEDULING PER SS -1 scH W FIBER ROLLS \r �P -V WATER CONSERVATION PRACTICES PER NS -1 y h rri y , r r y VEHICLE AND EQUIPMENT CLEANING PER NS -8 vec y rriririr�rr! /ir ylll VEHICLE AND EQUIPMENT FUELING PER NS -9 vEP VERTICAL SPACING \ \ rri /rri /rri �rrri r / MEASUERED ALONG /\ �,�,� III VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 vEM FACE OF THE SLOPE y Q VARIES BETWEEN / CL o 10' AND 20' \ / INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A \ STEEPER SLOPE EXISTING GROUND\ 3 n II II II II =1_I 1 10'MIN. OR ' II II II II -I� • � r� - I I 13Y TRAFFIC �I II �I II iI II III II �I I��•. .: .�.♦♦•.♦.•.�.: . =. PLAN :. CONSTRUCTION (PER CASOA NOT TO SCALE FIBER ROLL SPACING TABLE GRADE INTERVAL 090 TO 2590 20' 25% TO 50% 15' GREATER THAN 507. 10' NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 CONCRETE WASTE MANAGEMENT PER WM -8 cwM ,1 -V rr rri ri INSTALL FIBER ROLL SANTIATRY /SEPTIC WASTE MANAGEMENT PER WM -9 ss ALONG A LEVEL CONTOUR y rrir,�,yri�r�r�r ,ririri iNrrrir LIQUID WASTE MANAGEMENT PER WIM LwM rrirrr Wy y SCHEDULING PER SS -1 scH W FIBER ROLLS \r �P -V WATER CONSERVATION PRACTICES PER NS -1 y h rri y , r r y VEHICLE AND EQUIPMENT CLEANING PER NS -8 vec y rriririr�rr! /ir ylll VEHICLE AND EQUIPMENT FUELING PER NS -9 vEP VERTICAL SPACING \ \ rri /rri /rri �rrri r / MEASUERED ALONG /\ �,�,� III VEHICLE AND EQUIPMENT MAINTENANCE PER NS -10 vEM FACE OF THE SLOPE y Q VARIES BETWEEN / CL o 10' AND 20' \ / INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A \ STEEPER SLOPE EXISTING GROUND\ 3 n II II II II =1_I 1 10'MIN. OR ' II II II II -I� • � r� - I I 13Y TRAFFIC �I II �I II iI II III II �I I��•. .: .�.♦♦•.♦.•.�.: . =. PLAN :. CONSTRUCTION (PER CASOA NOT TO SCALE FIBER ROLL SPACING TABLE GRADE INTERVAL 090 TO 2590 20' 25% TO 50% 15' GREATER THAN 507. 10' NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 EXISTING GROUND\ 3 n II II II II =1_I 1 10'MIN. OR ' II II II II -I� • � r� - I I 13Y TRAFFIC �I II �I II iI II III II �I I��•. .: .�.♦♦•.♦.•.�.: . =. PLAN :. CONSTRUCTION (PER CASOA NOT TO SCALE FIBER ROLL SPACING TABLE GRADE INTERVAL 090 TO 2590 20' 25% TO 50% 15' GREATER THAN 507. 10' NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 NOT TO SCALE DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13 F: \PROJECTS \1644 \001 \PLANS \GRADING PLAN \1644- 001— PG— LC.DWG (05 -14 -20 1:42:04PM) Plotted by: Lizette Salazar BUS I JG I BDS DESCRIPTION: 3.5" BRASS DISC IN SOUTHERLY EDGE INT. DATE PLANS PREPARED UNDER SUPERVISION OF RE C MEN D: APPROVED: CONCRETE SLAB OF OLIVENHAIN PUMP STATION LOCATION: LOCATED ON THE NORTH SIDE OF PUBLIC WORKS DATE: 05/14/2020 �"� MANCHESTER AVE, 65 FEET WESTERLY OF THE CENTER BRYAN D. SMITH �dGf/Rf�ci (T [Ni me _ OF THE NORTHBOUND INTERSTATE HIGHWAY 5 PLANNING R.C.E. NO.: C 75822 9FEW WOWAK EDWARD J. WIMMER FREEWAY OFF RAMP. REVIEWER _ �l - \ T CITY ENGINEERe27 2� RECORD FROM: POINT "1044" PER ROS 18416 SENIOR ENGINEER DATE BRYAN D. SMITH EXP.: 06 -30 -2020 , U6 ELEVATION: 18.56 DATUM: NAVD88 INSPECTOR DATE DATE z 40' 0' 20' 40' SCALE: 1 " = 40' �•� O PgoFESS /ONq < I TYPICAL FIBER ROLL _ z = �P �_� - INSTALLATION mu = F u S cO E cr m C 75822 Fn NOT TO SCALE E N G I N E E R I N G EXP. 06 -30 -20 J'�, �P 6390 Greenwich Dr., Suite 170, San Diego, California 92122 9T CIVII- tel 858.554.1500 o fax 858.597.0335 o www.fuscoe.com F OF CPLV CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: SAN ELIJO JOINT POWER AUTHORITY �± 2695 MANCHESTER AVENUE 14321 -G CARDIFF, CALIFORNIA 92007 APN(S): 261- 010- 13 -01& 261- 010 -13 -02 PLANNING CASE NO: 17 -272 DR CDP EROSION CONTROL PLAN SHEET13 OF 13