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2021-16916 G (Plans)
RIGHT OF WAY NOTE: OWNER'S CERTIFICATE: LEGEND: PROPOSED DRAWING NO. SYMBOL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS PRIOR TO GRADING PLAN AND I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO PROJECT BOUNDARY WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. RIGHT OF WAY DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. I (WE) HEREBY AGREE TO INDEMNIFY DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND EASEMENT PRIVATE IMPROVEMENTS FOR: AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES. DRAINAGE NOTE: DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF. ARISING OUT OF, OR IN ANY MANNER 4" MODIFIED CURB & GUTTER SEE DETAIL ON SHEET 3 CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR 4" MODIFIED CURB SEE DETAIL ON SHEET 3 FROM1T1TRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE . RANCHO COASTAL PCONSTRUCTION COVERED IN THE ANS WITHIN THE PRIVATE PRO PERMIT OR PUBLIC EASEMENTS. CDDIIRCTLY OR INDIRECTLY TO THE PERMIT OR APPROVED FLUSH CURB SEE DETAIL ON SHEET 3 c RIBBON GUTTER SEE DETAIL ON SHEET 3 UTILITY NOTE: CONCRETE SIDEWALK S.D.R.S.D. G-7 SIGNATURE: DATE:HUMANE SOCIETY ° ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. SANZO DECOMPOSED GRANITE (DG) SIDEWALK SEE DETAIL ON SHEET 3 O BEHALF OF RANCHO CO T L HUMANE SOCIETY GENERAL NOTES: 4" HMA OVER 6" CLASS II BASE A.C. PAVEMENT (FINAL SECTION DETERMINED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLICBY R-VALUE TESTING) WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO ENBIA!,-,,OWNER'S STATEMENT FOR SWPPP PROJECTS PERMEABLE PAVERS BELGARD OR APPROVED EQUAL AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 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 GRIND & OVERLAY (1 GRIND WITH 3 OVERLAY) SEE DETAIL ON SHEET 3 L-----_-----_j 2. THE SOILS REPORT TITLED "GEOTECHNICAL UPDATE RANCHO COASTAL HUMANE SOCIETY" PREPARED BY ATLAS w STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMPROPOSED FINISH CONTOURS 100DATED AUGUST 26, 202% PROJECT#210149N AND THE ORIGINAL SOILS REPORT "GEOTECHNICAL INVESTIGATION D WATER POLLUTION PREVENTION PLAN (SWPPP) AN A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND FOR RANCHO COASTAL HUMANE SOCIETY BUILDINGS" PREPARED BY SOUTHERN CALIFORNIA SOILS AND TESTINGIMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES. AND A COMPLETE AND ACCURATECUT SLOPE (2:1 MAXIMUM) DATAED JUNE 2, 2017 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN REQUEZA ST NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FILL SLOPE (2:1 MAXIMUM) FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS PARK LANE BROW DITCH S.D.R.S.D. D-75 (TYPE'B') � b I-=j SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. LDEV-016916-2021 AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS FLOW DIRECTION 7•4 % 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. SITE THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001. & Z RIP -RAP ENERGY DISSIPATOR S.D.R.S.D. D-40 (TYPE 1)0 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING � J MELBA RD HDPE OR HP EQUIVALENT STORM DRAIN - - - GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION z o < NOI# ( ) EXISTING PRIOR TO GRADING. v � 5 2• TYPE 'A' CLEANOUT S.D.R.S.D. D-9, D-11 < _ 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR m z SIGNATURE DATE HEADWALL L-TYPE -- o ( ) S.D.R.S.D. D-36 DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND Ld SURVEYOR. o JUDI SANZO TYPE 'A' CURB INLET S.D.R.S.D. D-1 RANCHO COASTAL HUMANE SOCIETY 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND TYPE'B' CURB INLET S.D.R.S.D. D-2 SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, SANTA FE DR SANTA FE DR S.D.R.S.D. D-25 (SLOPE AWAY o LAWS AND REGULATIONS. SOILS ENGINEER'S CERTIFICATE: MODIFIED TYPE 'A' CURB OUTLET FROM GUTTER) n 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 I,REZA SAEEDZADEH A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN ATTRIUM GRATE NDS OR EQUIVALENT CITY RECOGNIZED HOLIDAYS. THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS ADS NYLOPLAST DRAIN BASIN 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH N PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 2, 2017 AND FOR AN UPDATE ON DRAIN BASIN OR EQUIVALENT O THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AUGUST 26, 2021. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED 2'X3' ADS NYLOPLAST CURB ADVANCE BY CALLING (760) 633-2770. VICINITY THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS GRATE INLET MAP INLET OR EQUIVALENT ME PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. 10, PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS TRENCH DRAIN 3" CHANNEL TRENCH DRAIN, PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE NOT TO SCALE NDS OR EQUIVALENT PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY SIGNED: 7: DATE: 11/01/2022 Q�pFESS1pNq� RISER BOX OQ ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. GENERAL NOTES (CONT..-Reza Saeedzadeh, PhD, GE EE0 `cti SPLASH WALL SEE DETAIL ON SHEET 3 0 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL 19.AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE RCE NO.: C 87885 v� cu^' m 600.00 AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR EXP. DATE: 09/30/2023 s FLOW LINE ELEVATION FL GRADING UNDER PERMIT NO: LDEV-016916-2021 HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY No. C87885 600.00 APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY JOB #: ATLAS NO. 210149N-1R Exp. 9/30/2023 FINISH GRADE ELEVATION * * FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A ATLAS TECHNICAL CONSULTANTS 6280 RIVERDALE STREET, SAN DIEGO, CA 92120 sT / V � ��� RETAINING WALL ELEVATONS XXX.XX TINFG LY CORONERTRADITIONALLY HAS MADE THE 1NECESSARYAFFILIATED FINDINGSAASNATIVE OR GN AMERICAN AND DISPOSITIONMONITOR, SHALL PURSSUANT TO UNTIL PUBLIC(877)215 4321 �TFOFCAI�FC� XXX.XX TF 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE STREET LIGHT PER SEPARATE PERMIT SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE °- COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED SEWER MAIN S.D.R.S.D. SP-02 S SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS 10 S HE SHALL STATE THAT (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND STATEMENT OF ENGINEER OF WORK: OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, SEWER SERVICE S.D.R.S.D. SP 01, SS-01,03 EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER 4' PRIVATE SEWER MANHOLE S.D.R.S.D. SM-01,03,04,05 O 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH SEWER CLEAN OUT S.D.R.S.D. SC-01 O PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF REMAINS SHALL BE KEPT /N SITU ("IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE SEWER PUMP PER SHEETS 14-17 0 BEEN INSTALLED. NATIVE AMERICAN MONITOR. 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 POTABLE WATER MAIN W.A.S. WP-02 W 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHAL L BE PLACED IN ACCORDANCE WITH 20. HYDROSEED PROPOSED SLOPES THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, POTABLE WATER SERVICE W.A.S. WS-01,02, 03, WC-17 STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL 21. THERE IS NO EASEMENT ACROSS PARCEL'F' TO ACCESS PARCEL'D' ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE FIRE WATER MAIN W.A.S. WP-02 F BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 22. WORK WITHIN THE SEWER EASEMENT WILL BE COVERED UNDER THE PUBLIC IMRPOVEMENT PERMIT PLAN FIRE SERVICE TO BACKFLOW W.A.S. WF-05 TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. LDEV-016963-2021 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND SIGNATURE: "`` DATE: 11 /09/2022 \CP Ni FIRE WATER LOCATION AT BUILDING Sy/ JES ICA NISHIURA g`� (� UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND >�v FIRE HYDRANT (INDUSTRIAL) W.A.S. WF-01, WF-04 DO4 TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES. CONTRACTOR NOTE: HUNSAKER & ASSOCIATES, INC. ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO 9707 WAPLES STREET, SAN DIEGO, CA 92121 No. 73334 GATE VALVE W.A.S. WV-01, WV-02 & WV-03 BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED CONTRACTOR RESPONSIBLE FOR UTILITY MARK OUT AND POTHOLING PRIOR TO CONSTRUCTION. (858)558-4500 Exp. 12/31/22 IN ACCORDANCE WITH THE GRADING ORDINANCE. RCE EXPIRES 12/31/22 THRUST BLOCK W.A.S. WT-01A TO C 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE CIV1BACKFLOW PREVENTOR W.A.S. WR-01 & WR-02 DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A STANDARD RETAINING WALL (BLOCK) PER SDRSD C-1 THRU C-6 NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL SHEET INDEX: BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SHT. 01 TITLE SHEET & NOTES STRUCTURAL RETAINING WALL (BLOCK) PER SEPARATE PERMIT 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT SHT. 02 KEY MAP & NOTES MSE RETAINING WALL PER SEPARATE PERMIT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS SHT. 03 DETAILS S.D.R.S.D.: SAN DIEGO REGIONAL STANDARD DRAWINGS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SHT. 04 DEMOLITION PLAN W.A.S.: WATER AGENCY STANDARDS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHT. 05 ROUGH GRADING SHALL OCCUR EDGE OF THE `TREE CANOPY ROJECTION ITHIN THE CITY TREE DRIP INE ON THEAGROUND). IF ATHE AREA OM THE CITY TREEnK OF A TREE IS NOT CLEARLYTHE LABELEDRTOOBE NOTIFICATIONS: SHT. 06-08PRIVATE HARDSCAPE LEGEND: EXISTING SYMBOL REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY SHT. 09 STORM DRAIN EXISTING LOT LINE ---- TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS SHT. 10-11 UTILITIES WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING CONTOURS - -70G'-- 18.IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE SHT. 12 EROSION CONTROL GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. SHT. 13 RETAINING WALL REF. EXISTING SEWER -- GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR SHT. 14-17SEWER LIFT STATION PLANS SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF EXISTING SEWER MANHOLE Q STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) COMMENCEMENT OF WORK: SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH A. SEWERS - ESD - (760)-633-2770 EXISTING WATER LINE w THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN B. GAS & ELECTRIC - SDGE - (760)-438-6200 EXISTING WATER METER COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND C. WATER- SAN DIEGUITO WATER DISTRICT- 1-800-227-2600 OWNER/APPLICANT: ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. D. TELEPHONE - SBC BELL - (760)-489-3411 EXISTING STORM DRAIN E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 RANCHO COASTAL HUMANE SOCIETY _ 385 AND 389 REQUEZA STREET EXISTING POWER POLE -- 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS ENCINITAS, CA 92024 PROJECT. PHONE: (760Y633-2770. (760)753-6413 EXISTING STREET LIGHT 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK SITE ADDRESS: EXISTING FENCE )t X X PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 385 AND 389 REQUEZA STREET SWPPP NOTE: EXISTING RETAINING WALL ENCINITAS, CA 92024 EARTHWORK DATA: SEE SWPPP REPORT PREPARED BY APN: HUNSAKER& ASSOCIATES, SAN DIEGO INC. BMP PROJECT STATUS STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.3:1 9707 WAPLES STREET, SAN DIEGO CA 92121 PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY OWNER IN MAXIMUM VERTICAL DEPTH OF CUT = 4' 258-241-31 RISK LEVEL: 1 MAXIMUM VERTICAL DEPTH OF FILL = 6' WDID#: 9 37C398467 ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT LEGAL DESCRIPTION: AND STORMWATER POLLUTION CONTROL FACILITIES" CUT (RAW) = 1,952 C.Y. FILL (RAW) = 2,998 C.Y. EXPORT/IMPORT = 0 C.Y. (ADDITIONAL 1,046 CY PROVIDED ONSITE VIA SPOILS) BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN RECORDED ON jHUNSAKER BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. & ASSOCIATES DISTURBED AREA = 1.31 AC AS DOC. #: � Underground Service Alert SAN D I E G O, INC IMPERVIOUS AREA: mamTw PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT PLANNING 9707 Waples Street CALL TOLL FREE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 54,843 SQFT ENGINEERING San Diego, Ca 92121 IMPERVIOUS AREA AFTER CONSTRUCTION: 67,372 SQFT APPROVED SDWD W21-040 SURVEYING PH(858)5584500- FX(858)558.1414 1-B00 422-4133 INCREASE IN IMPERVIOUS AREA: 12,529 SQFT Ed f� a-OT -22 11/29/2022 p, laV 12/13/2022 11-14-2022 11/14/2022 , fcarr M mRIM Urs BUM YOU me IMPERVIOUS AREA REPLACED: 14.719 SQFT Sir,$ DATE SIGN PLANNING DIVISION DATE SIGN DATE SIGN DATE SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNEDS.L./J.N. S.L. J.N. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. INT. DATE PLANS PREPARED UNDER SUPERVISION OF REC NDED: APPROVED: GRADING PLAN AND PRIVATE IMPROVEMENTS TITLE SHEET: SET2" BRASS DISC, IN NORTHWEST CORNER OF PUBLIC WORKS DATE: 11/09/2022 �Q�,��� 385 & 389 REQUEZA STREET CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE JESSICA NISHIURA DATE LDEV-016916-2021 DRIVE WEST ON 1-5 AT THE NORTHEAST RETURN INTO PLANNING MIC CIPAL ENGINEER AE R C JILL T. BANKSTON ENCINITAS, CA 92024 R.C.E. NO.: 73334 PRINCIPAL CITY ENGINEER SCRIPPS MEMORIAL HOSPITAL, ENCINITAS REVIEWER "`` 12/13/2022 1/14/2022 RANCHO COASTAL HUMANE SOCIETY ELEVATION: 173.376' DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR JESSICA NI HIURA EXP.: 12/31/22 DATE DATE CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 SHEET 01 OF 17 Z Q W_ Z 00 OQ U W Z0 cQ Z G Q U) I'" Z Q W � 2 0 W Q O \ O U0� O a. G U- ZW L.L L.L a. 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. 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. SAN DIEGUITO WATER DISTRICT NOTES: 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. 16.ALL EXISTING FACILITIES WHICH MAY AFFECT 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, METERS, VALVES, VALVE BOXES, ETC.) THAT ARE AFFECTED 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. EROSION CONTROL: 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JUDI SANZO AT (760)753-6413, 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. No. 73334 Exp. 12/31 /22 -400 PROJECT BOUNDARY/CALTRANS R.O.W. 70 0 70 140 210 SCALE 1"= 70' 24' KEY MAP LEGEND 12' 12' 5' BOUNDARY 3' D.G. LT LINE(EXISTING) WALK O * A. C. SHEET NUMBER PAVEMENT & BASE T P) 1%-45T MATCH EXISTS % HARDSCAPE GRIND & EXIST. / 4" MODIFIED OVERLAY PAVEMENT CURB & GUTTER = ELEVATION AS SHOWN ON PLANS (TYPICAL) PRIVATE DRIVE 'A' STA 10+59.89 TO STA 10+91.88 NOT TO SCALE 24' 12' 12' 18, 4.5' PARKING D.G. 5' * A. C. WALK * A. C. PAVEMENT PAVEMENT & BASE & BASE PAVERS 2% 19-4% 14% TyP' MATCH EXISTS '-" ` 6�:5_6 HARDSCAPE GRIND & EXIST. -`7 FLUSH CURB OVERLAY PAVEMENT = ELEVATION AS SHOWN ON PLANS (TYPICAL) PRIVATE DRIVE 'A' STA 10+91.88 TO STA 12+12.29 RIBBON GUTTER MATCH EXIST. HARDSCAPE TRENCH DRAIN AS NOTED ON PLAN PROPERTY LINE 24' 12' q 5' * A.C. PAVEMEI & BASE NOT TO SCALE 12' 18, PARKING 5'-7' * A. C. PAVEMENT & BASE PAVERS I 1q-4% 1%-ti GRIND & EXIST. / FLUSH CURB OVERLAY PAVEMENT = ELEVATION AS SHOWN ON PLANS (TYPICAL) PRIVATE DRIVE 'A' STA 12+12.29 TO STA 12+64.25 NOT TO SCALE 4" MODIFIED CURB & GUTTER RIBBON GUTTER MATCH EXIST: -- GROUND TRENCH DRAIN EXIST. FLUSH CURB AS NOTED ON OVERLAY PAVEMENT PAVERS(13+04.25-13+55.25)/ PLAN CONCRETE (13+60.25-14+05.29) = ELEVATION AS SHOWN ON PLANS (TYPICAL) PRIVATE DRIVE 'A' STA 13+04.25 TO STA 14+05.29 PROPERTY LINE 1 1 24' I I 12' KEY MAP SCALE: 1" = 70' 258-241-30 IS A PUBLIC WORKS OPERARTIONS YARD. THE ACCESS TO THIS YARD WILL REMAIN ACCESSIBLE AT ALL TIMES DURING CONSTRUCTION 12' 18' 4.5' PARKING D.G. WALK T 19-4 YP) MATCH EXIST. 4.5' GROUND D.G. 4" MODIFIED WALK CURB TYP) 4" MODIFIED CURB & GUTTER ---- ---- L��a. NOT TO SCALE 24' 12' 12' 18' PARKING * A. C. PAVEMENT & BASE 1%4% 1%-4% = ELEVATION AS SHOWN ON PLANS (TYPICAL) PRIVATE DRIVE 'A' STA 14+18.25 TO STA 14+52.25 NOT TO SCALE 4" MODIFIED CURB & GUTTER 4.5' CONC. WALK 4" MODIFIED CURB & GUTTER *NOTE. 1. MINIMUM SECTION = 4" HMA/6" CLASS II BASE 2. FINAL STRUCTURAL SECTION TO BE DETERMINED BY R-VALUE TESTING. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU Di. URFIV. �T. l�flCl�J.NN.. oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.L./J.N. S.LL. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON 1-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/O9/2022 R.C.E. NO.: 73334 ' JESSI A NI HIURA EXP.: 12/31/22 R C M NDED: APPROVED: Iir%,��� ICHAEL RIZIC JIT. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE GRADING PLAN AND PRIVATE IMPROVEMENTS NOTES, SECTIONS & KEY MAP: 385 & 389 REQUEZA STREET ENCINITAS CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021F LDEV-016916-2021 PUBLIC WORKS JESSICA NISHIURA DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 02 OF 17 z Q J V LUz Up OQ U Lu V zo CQz G Q U) J z Q w I- 2i I_LI Q O \ O Ulcl� O0- U- Q I- L.L 6" CONCRETE BLOCK SPLASH WALL a 114 @ 18" 00 12" MIN. LAP LENGTH 1 #4 CONTINUOUS TOP & BOTTOM DRAINAGE DITCH PER SDRSD D-75 CONCRETE SPLASH WALL NOT TO SCALE 0.75' X 0.75' RISER RIM ELEV PER PLAN LL PIPE F, EXISTING \ \ GROUND 0 0 =WIDTH (PER S.D.R.S.D. D-75 TYPE 'B' BROW DITCH' NOT TO SCALE •n•.:. a.:...: ::: :. GRAVED � DRILL 1.0" ORIFICE. SEE 6" PERFORATED BIORETENTION BASIN DETAIL UNDERDRAIN BELOW BIO-FILTRATION FACILITY OUTLET FLOW CONTROL ORIFICE DETAIL FOR BIO-FILTRATION BASIN (PRIVATE) NOT TO SCALE Arop v m&vdx4&�A7 71w7mwY, MUM BROW DITCH PER D-75 ?CROSSING ;H ADJACENT PTH DITCH TO DRAINAGE UNDERCROSSING DETAIL MIN. 1 " GRIND PAVEMENT FABRIC AT JOINT- 4' MIN. NEW PVMT.--\ EXIST. PAVEMENT SECTION 0VERLA Y GRIND & OVERLAY DETAIL NOT TO SCALE NOT TO SCALE •``rG UTILITY UTILITY NEAR FOOTING DETAIL���; NOT TO SCALE 6" 1 "R 1 "R 2" WEAKENED PLANE JOINT d 4 d d d- 4" MODIFIED CURB & GUTTER NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 520-C-2500 2. SEE S.D.R.S.D. G-9 AND G-10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LL O cco o Orz mU U� 6" 1"R a . 2" WEAKENED a PLANE JOINT N 11" 4" MODIFIED CURB NOT TO SCALE NOTES: 1. CONCRETE SHALL BE 520-C-2500 2. SEE S.D.R.S.D. G-9 AND G-10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. LL O cco o Orz mU U� 6" a ' 2" WEAKENED PLANE JOINT a . FLUSH CURB NOT TO SCALE LANDS( ISLAND MODIFIED 4" CURB & GUTTER\ NOTES: 1. CONCRETE SHALL BE 520-C-2500 2. SEE S.D.R.S.D. G-9 AND G-10 FOR JOINT DETAILS. 3. SLOPE TOP OF CURB 2% MAX TOWARD GUTTER. 0.5% MIN. I+VIVI.I'CC I C NOTES: 1. CROSS GUTTER TO BE CONST. AS SHOWN ON PLANS 2. MIN. ALLOWANCE 0.57. AT FLOWLINE OF GUTTER (SEE PLAN VIEW) 3. CONCRETE SHALL BE 560-C-3250 P.C.C. 4. PROVIDE TRANSVERSE JOINTS PER REGIONAL STANDARD DRAWING NO. G-10. SECTION "A —A" N. T. S. CONCRETE RIBBON GUTTER 1.5' L awfmot NOT TO SCALE PARKING ISLAND ADJACENT TO CURB & GUTTER NOT TO SCALE 4' D.G. SIDEWALK 4" MINIMUM D.G. 1 /4" MAX. AGGREGATE SIZE XXX \'�SUBGRADE COMPACTED 909 TO MEET ACCESSIBLE STANDARDS 4' STABILIZED DECOMPOSED GRANITE (DG) SIDEWALK NOT TO SCALE RETE WAY 4" MODIFIED CURB & GUTTER 2"x8„ REDWOOD HEADER SECURE LINER WITH NAILS ® 5' O.C., _ _ _ _ - -�---BASIN 'TOP' ELEVATION = 142.0 - - - - - - - - - 6" BELOW BASIN 'TOP' ELEVATION, -------------------- - - - - -- - - =-- ----- `%`%`%`%`%`%` PER MANUFACTURER RECOMMENDATIONS V� ABMP=AGRAVEL AAWENDEOABOT DEEP ROOTED, i��i����i�� �i� ���% ��i��i��i��i���i���i��i� i���i����i���i��i�'� ���� iiii IMPERMEABLE ,�� �,��,,��,,��,��,� DENSE, DROUGHT I ��,,�,,��,,��,,��,��� ,��,,��,��, SECURE LINER WINAILS (#2x6 IN. �,���,��,��,� ��2 IMPERMEABLE LINER INSTALLED LINER INSTALLED T ��;��;��;��;��;��;��;�,� 18"x 18" RISER BOX W ���%�%�%�%�%�%�i`�%�%�%�i60-PENNY BRIGHT STEEL SPIKES OR EQUIV.) %i��i��i��i�%i��i��i i��i��i��i��i��i�%i��i��i<���, 3' MIN COVER 6" MIN. ABOVE WS �i;�i;�i;`�i;�i;�i;�i;�i,�`�i; ,� 2 TOLERANT PLANTING I ���i��i��i��i���i��i��i��i��i`�� �i��i��i���i® 5' O.C., 6" BELOW BASIN TOP ELEVATION, �����������%�%%��%��%��%�<'%� i��i��i��`�i��i��i��i��i��i��i� SUITABLE FOR WELL 0.75'XO.75' GRATE PER GEOTECHNICAL I I<��'<��'%��'<��'<��'<��'���'���'<��'<��'<��'%�� '<��'<��'���''PER MANUFACTURER RECOMMENDATIONS. RECOMMENDATIONS DRAINED SOIL RIM=139.5 2:� ��������%����i�� �����i HEADWALL PER 1-3" ORIFICE X\ X,V�PLANIPROFLE FL=138.5 �%i ���%i \���������� 3" MULCH ���,���� �� �� �� �� ���� � ,3 I 1.5' _ I ��,���,��,��,��,��,��i,��,��,��,��,��,��,��,��,��i,��,��,��,��,�� �,��,��,�i,� NATIVE SOIL �'��%��!���!<�%�%�% %%�%� b RIP RAP PER PLAN ����7 1 BOTTOM ELEV-138.0 1,����������������� ���� INLET PIPE 18" IOR T TIO SOIL IA LAYER* PER PLAN DRAIN BOARD. INSTALL ALONG B E EN N MEDIA E PROFILEHEADWALL SILL WALL & WING WALLS ��`�<�`�i��""`( ) ��%2%�%�%�%��%�� AND CONCRETE BOX INTERFACE 3" LAYER OF CLEAN AND WASHED ��i��i��i��i��i��i ASTM 33 FINE AGGREGATE SAND ,. %%%%%�%�%�%�%�%�%�%�%�%�%�%�%�%�%�MODELAS PART OF SOIL LAYER IN INCLUDED ( ) a OUTFLOW �`� i<�i<�` i<�i<�i<�i��i<�i<�i<�i<�`i��i<�i - � - - - `�`��`<�`<�i��i<�i<�i��i��i��i ������� 3" LAYER OF ASTM NO.8 STONE INLUDED AS PART OF GRAVEL LAYER IN MODEL - - �i, �, �, �, �, �, �, �, , ��,�,� GRAVEL: 12" (TOTAL, 3" BELOW SUBDRAIN MIN. LAYER �i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i�i �i� �i�i�i�i�i� �i�i�i�i�i�i�i�i�i�i�i� �i�i�i�i�i�i�i�i�i�i�i�ii�ii�ii 18" RCP DISCHARGE PIPE �� �� �� �� �� �� �� �y�� �� �� �� �� �� �� �y�� �� �� �� ��i��i��i��i��i� ��i��i��i��i��i��i��i��i��i��i��i�i��i��i��i��i��i��i��i��i��i��i��i��i��i CALTRA S 68-2.02F 3 3 4" CLASS 2 PERMEABLE AT RIAL �%��%�%�%�%�%�%�%�% ��%�%�% ��%�% � i✓i�!i �%�!� � ✓i��!i �i �i �i �i �i �i �i �i �i �i �i �i � � N O � MATERIAL � �� � �� �������'� a a 6" PERFORATED SUBDRAIN 3" IMPERMEABLE LINER WITH SOLVENT WELDED SEAMS OF 30 MILMATERIAL OR EQUIV. NATIVE SOIL %�i�%i ��'�� ���i���<' - - - ��,��i,��,� ��,���i�,,�i,�,,;�,;�,,���,��,� � - - - - IMPERMEABLE LINER, SEE DETAIL THIS AT BOTTOM AND RUN UP SIDES OF AGGREGATEIMEDIA LAYERS AND NATIVE COMPACTED FILL SHEET FOR SPECS. INSTALL AT 3 BELOW BASIN FINISH GRADE AND RUN 6" PERFORATED PVC UNDERDRAIN @ 3" ABOVE BOTTOM OF GRAVEL. AFFIX LINER TO������������������������������������� UP SIDE SLOPES TO HIGH WATER (MUST RUN ENTIRE LENGTH OF BIO-RETENTION AREA) TO BE CONNECTED TO STORM DRAIN SYSTEM STRUCTURE PER ELEVATION. TIE TO STRUCTURES PER OUTLET FLOW CONTROL 1" LID ORIFICE - SEE DETAIL ABOVE MANUFACTURER MANUFACTURER RECOMMENDATIONS. RECOMMENDATIONS HEADWALL SILL WALL AND F WING WALLS EXTEND TO *BIORETENTION SOIL MEDIA (BSM ���CP NISyG THISSHEET LINERINRT PER DETAIL • 18" MINIMUM THICKNESS INSTALL CONCRETE BOX, 8" THICK WATER QUALITY/H Y D R 0 M 0 D I F I C A T I 0 N BSM: THE C:N RATIO OF BSM SHALL BE BETWEEN 15 AND 40 TO REDUCE THE POTENTIAL �� y2� P.C.C. WITH #5 ® 12" O.C. BOTH FOR NITRATE LEACHING No. 73334 m LINER , HEADWALL & WAYS, AROUND RIP RAP PIT. B I O- F I L T R A T I O N BASIN MUST MAINTAIN A MINIMUM PERCOLATION RATE OF 5 INCHES PER HOUR THROUGHOUT THE Exp. 12/31 /22 RIP RAP INSTALLATION LIFE OF THE FACILITY, AND IT MUST BE SUITABLE FOR MAINTAINING PLANT LIFE FOR ADDITIONAL INFORMATION REFER TO APPENDIX F.2 OF THE COUNTY OF SAN DIEGO T C(V�� NOT TO SCALE STORM WATER STANDARDS MANUAL F �F vl\\F PRIVATE NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: S.L./J.N. I S.L. I J.N. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECQ M NDED: APPROVED: DETAILS: SETT BRASS DISC, IN NORTHWEST CORNER OF PUBLIC WORKS DATE: 11/09/2022 �������� 385 & 389 REQUEZA STREET CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE JESSICA NISHIURA DATE ALDEV-016916-2021 DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO PLANNING ICHEL RIZIC JILL T. BANKSTON ENCINITAS, CA 92024 SCRIPPS MEMORIAL HOSPITAL, ENCINITAS <<� R.C.E. NO.: 73334 PRINCIPAL ENGINEER CITY ENGINEER REVIEWER 12/13/2022 12/14/2022 RANCHO COASTAL HUMANE SOCIETY ELEVATION: 173.376' DATUM: NAVD88 PRINCIPAL ENGINEER DATE JESSICA NIS IURA EXP.: 12/31/22 INSPECTOR DATE DATE CASE NO. 16-189 MUPMOD/DR/COP ASSOCIATED WITH PIP, LDEV-016963-2021 SHEET 03 OF 17 z Q J V LU z Up OQ c/) 0� wO Z Q CQ z G Q �U) Jz Q w I— C v! w Q O \ O U0� OC- G U- Z w Q ry 0- �OPR�I 10000 ' 0O j E I dL KLLVLAILU dY KL;H y i i x i x� i x PROJECT BOUND, CALTRANS R.O. 0 0 0 0 0 0 C O 0 0 •. 14--sITE BOU�� g 14 S TO TEMP. 9 )CATE EX. 6 APPROX. LOCATION OF EXISTING SEPTIC TANKS ACTUAL LOCATION TBD BY MARK —OUT SAWCUT AND REMOVE EXISTING ` CONC AROUND TANKS FOR SEWER TIE IN TO NEW SYSTEM CONTRACTOR TO DISCONNECT AND RELOCATE EXISTING WASHERS, DRYERS FOR THE SEWER TIE IN EXISTING ROOF STRUCTURE TO BE PROTECTED IN PLACE. / / I r 4 %r\ IP'1 1O REMOVE EXIST. STRUCTURE 2O REMOVE EXIST. BUILDING 0 REMOVE EXIST. WATER ® REMOVE EXIST. STORM DRAIN 0 ABANDON EXIST. SEWER IN PLACE (ABANDON EXISTING SEPTIC SYSTEM IN ACCORDANCE WITH SAN DIEGO COUNTY DEH STANDARDS) © REMOVE EXIST. FENCE O7 REMOVE EXIST. RETAINING WALL ® REMOVE EXIST. PAVEMENT (AC OR CONCRETE) 0 EXIST. STRUCTURE TO REMAIN (PROTECT IN PLACE) 10 EXIST. BUILDING TO REMAIN (PROTECT IN PLACE) 11 EXIST. WATER TO REMAIN (PROTECT INPLACE) 12 EXIST. STORM DRAIN TO REMAIN (PROTECT IN PLACE) 13 EXIST. SEWER TO REMAIN (PROTECT IN PLACE) 14 EXIST. FENCE TO REMAIN (PROTECT IN PLACE) 15 EXIST. RETAINING WALL TO REMAIN (PROECT IN PLACE) 16 EXIST. PAVEMENT (AC OR CONCRETE) TO REMAIN (ANY INFRASTRUCTURE DAMAGED DURING CONSTRUCTION SHALL BE REPLACED TO THE SATISFACTION OF THE CITY ENGINEER.) 17 EXIST. PAVEMENT TO BE RESURFACED 1g EXIST. LIGHT TO REMAIN (PROTECT IN PLACE) 19 EXIST. MONUMENT TO REMAIN (PROTECT IN PLACE) 20 EXIST. GATE TO REMAIN (PROTECT IN PLACE) 21 EXIST. STRUCTURE TO BE TEMPORARILY RELOCATED BY RCHS 2�2 EXIST. POWER POLE TO REMAIN (PROTECT IN PLACE) © EXIST. TREE TO REMAIN (PROTECT IN PLACE) ® EXIST. DONOR PAVERS TO BE DEMOLED BY CONTRACTOR �HUNSAKER & ASSOCIATES Underground Service Alert SAN D I EGO, INC >G_7y e CAI1 DRPORR YOU DIG tT CALL TOLL FREE Exp. 12/31 Z'I PLANNING 9707 Waples Street No. 733m 40 0 40 80 1 20 � /22 � ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 1-800 422-4133 s� \P '9T C►V0L SCALE 1 " 40' F OF CA �F TWO WOFMG DAYS MORE YOU DIG CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS "� J"''\4r_" my. I uK"VV'\4 °T: `"C`""C" ter: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.L./J.N. I S.L. J.N. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SETZ' BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON 5 AT THE NORTHEAST RETURN INTO SCRIPPR.C.E. ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 ELEVATION N 173.376'ORIAL DATUM INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 1 1/09/2022 NO.: 73334 "`� JESSICA NI HIURA EXP.: 12/31/22 REC M �NDED.' APPROVED: � ��� MICHAEL RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE DEMOLITION PLAN: 385 & 389 REQUEZA STREET ENCINITAS, CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS JESSICA NISHIURA DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 04 OF 17 z J V wz Up 0Q �/� vJ LU V z0 CQz G Q U) J z Q W I11 Q > 0 U� O� U- Q I— Q R:\1376\&Eng\Grading\1376—RG-04—DEMOAwg[]Nov— 02-2022:06:47 HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED , 2022 AS DOCUMENT NO.: 2022- OF O.R. I I STORM WATER MAINTENANCE AGREEMENT RECORDED I , 2022 AS DOCUMENT NO.: 2022- OF O.R. I I I I I I I I I I I I I I I I I I I I III III ,70 s ,55 I I i O O O O O O O O o 0 o O O o I WORK NOT PERMITED WITHIN SAN DIEGUITO WATER DISTRICT - I %ey EX. PARCEL E SDG&E ESMT PER PARCEL UNTIL LICENSE TYPE 'B' BROW DITCH _ — DOC. N0. 0210643 AGREEMENT IS UPDATED PER S.D.R.S.D. D-75 _ _ ------------- TYPE 'B', W=2', D=1' S F SEE APN: 258-241-03 SEE APN: 258-241-04 SEE LICENSE AGREEMENT EX. 3' DRAINAGE ESMT _PERMISSION TO GRADE _ _ _ _ _ _ _ _ PERMISSION TO GRADE- �� / / - - _ - - _ - - ,Il, _t51 TO SO CAL DEV. PER I �. ABUTTER'S RIGHTS OF W w / DATED _/_/ I �DOC. NO. 86-0330954 \� _j INGRESS & EGRESS HAVE LETTER DATED 7/28/22 LETTER DATED 10/10/22 Z o o� �= fEX. 30" RCP IG / / ��Ji 148.8 TC ��0 L _ _ _ xb�, 0 15 BEEN RELINQUISHED PER o vQi cn oI �- o z�� Zwm DRAIN PER D// 1l I / - _ _ _ _- - - - - - - ^, 0033-DI r r _ - - _ - s � - = s = _ _ _ _ _ _ = DOC. NO. 73-036539 41 I o ,� / PARCEL LINE / , ; - _� EX. INGRESS & i'z�a �W cQi>c~i>� �l � Rom^ / ' I F� J� � c0 w I v> ci co / EX. SDG&E ESMT PER DOC. - 15 �, )/ EGRESS TO LORANG - J � a o I PARCEL LINE ♦ ` PER DOC. N0. 074010 w Q zo er N0. 1958-135948 & DOC. / �r 152 �J l J m o o SEE SHT 13 FOR 15L m h �m a m3 m i. a / I p p 4, rn 4, v, cv t� N0. 1958-135950 / 148.7 TC RET. WALL PARCEL D mo�omo�M �3ZUzpj N�olcviaoj mz 150 f' �O �h W V �� O -154 O QV)� �� 0o zoo N o PARCEL LINE x o 0 0o i ,� W W x oc� C,,00 w�o�, �, c� WOW xc�c oom � °p CLINIC � �♦ c� U � IW�N,�j W p O R / h �, � — W 15 m I o �o �o w o w / LINE 'E' I, m �i m c� O �n� P-148.0 ff p/./ SEE SHEET 9 TYPE 'B' BROW DITCH o I I o w o `'- o `` � m ma "'+ M + Ki + -w PER S.D.R.S.D. D-75 1 ♦ - �j N I 151— o N N ^ co o + I ►•� a x xr- ^/ pig. TYPE 'B', W=2', D=1' 's o '- SEE SHT 13 FOR / A Sri °p - + Ki e* e* er + o + o + o + ao L JL! — - - - ° I is o ,/ _ _ _ o RET WALL - 150.6 FS / 0 PARCEL F 145.9 FS +0 � 1.�s� V.C. 1.819 1.209 V.C. - 7.319 V.C. I 1 / 1 V.C. - - -- - -- - - I - F� �� �� '`� ♦ �� // 9 1-71+Qo_ - - - - - - - - - - - -1-2+ 0�=2D'- - - - - - --1=4013 k0 148.9 FS L=40' 001 0 = �.6090 / / L=20 15+1 144.8 16+00 .17% ♦ // ---�---- 1� EX. ESMT. TO SAN DIEGUITO WATER - DIST. PER DOC. NO. 2004-0101825, EX. ESMT. TO SEMO PER DOC. NO. 2004-0056888, EX. ESMT. TO LORRIE & SEILER PER DOC. NO. 2004-0056889 SEE PUBLIC IMP DWG. - LDEV-016963-2021 FOR GRADING & IMPROVEMENTS WITHIN THE R. 0. W. R.0. W.` I ffm 0 6 C LINE A 1' ARCED 143.5 FS l\ 1 T p I ♦ � __ __/ 0 00 14$ I I SEE SHEET .9 - - - � _ INE _ _ —� J \ \ / "' I ♦ J I �' 1-48:4-TE - - - - - - - - SE$ SHT t13 FOR RET. WALL\ i \ / / `` '� / a--- ---- --- - - � cn o � 4 - SEE 47.1 TC � - _ _ _ ;� -1 / ��sr so I /i43 \-------- RET WALL -- -- EX./AREA\��, ��,� ♦ -� / / �� - - - 1146.5 TC _ 9 � � \ � DRAIN & � X I 00 ; I142 - _ - 146.0 TC J / \ \RIPE TO BE EX. SDG&E ESMT PER / �----------- - 4, o %� \ REMOVED & N ' I EX (DG&E ESMT PER I K - 9 m / LUGGED PER DOC. N0. 2028 PROJECT DOC. N0. 2011 I O F F I C E o a Z LINE 'C' BOUNDARY/ Q 6 m' LINE SHEET 9 I SEE SHEET 9 CALTRANS - - - - _ P=146. x v�i o 0 FOR R.O.W.___ - --- - - - - - - - WWON\ j I SEE SHT 13 FOR W - -! EX. SDG&E ESMT 46.4 TC i RET. WALL �LEARNING PER DOC. NO. _ _ , I � 103731 -- -- — I C E N T E R I I U) I _ _ _ _ _ _ I �C. P=146.2 I PARCEL LINE N I EX. SDG&E ESMT -1 �,9 0,9 "' W ; PER DOC. N0. EX. MAINT. �. � � iV/r EX. 30" RCP STi Z) 12004-0509537 AGREEMENT PER ass PARCEL A I I I DRAIN PER DWG. a I DOC. NO � � I I � 0033-DI w o ;I 2008-0243955 \ / SEE SHT 13 FOR - - RET WALL 133- 132— IIITY STDS. EX. SDG&E ESMT PER _ I DOCNO0104402 . . _l op LINE '8' II EE SHEET 9 PARC E L C \ I EX. 20' DRAINAGE I ESMT. TO CITY OF I I ENCINITAS PER DOC. )RM l I NO. 2005-0812014 00, ♦ EX. ABUTTERS RIGHTS OF INGRESS & EGRESS HAVE BEEN RELINQUISHED PER DOC. NO. 060130 �r EX. WAIVER OF CLAIM OF DAMAGES TO STATE i / OF CALIFORNIA PER DOC. NO. 060130 I J PARCEL LINE j j U- EX. HEADWALL & RIPS 1 OPEN SPACE ESMT RAP PER DWG. ♦ 7'�� �� \ PER DOC.2022-0447949 0033-DID PARCEL B \�� ♦ EX. ABUTTERS RIGHTS OF INGRESS & N I \ EGRESS RELINQUISHED PER DOC. NO. 07519, I ' I PROJECT BOUNDARY/ —180 CALTRANS R.O.W. BOUNDARY/ I I R.O.W. CALTRANS L� No. 73334 Exp. 12/31 /22 EX. ESMT. FOR INGRESS & EGRESS BETWEEN LLOYD & RCHS PER DOC. NO. 163423, EX. ABUTTERS RIGHTS OF INGRESS & E6GRESS 3423 RELINQUISHED PER DOC. NO. 40 0 40 80 120 SCALE 1 "= 40' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU Di. URFIV. �T. l�flCl�J.NN.. oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.L./J.N. S.LL. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 ELEVASCRIPPTION: N:173.376'EMORIAL DATUM: INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/O9/2022 R.C.E. NO.: 73334 " JESSI A NI IURA EXP.: 12/31/22 R CQNIM NDED: APPROVED: �r��r/ �a�zo� ICHAEL RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE ROUGH GRADING PLAN: 385 & 389 REQUEZA STREET ENCINITAS CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS JESSICA NISHIURA DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR F SHEET 05 OF 17 z Q wz Up u Q U w zo CQ z G Q �U) J z Q W I— 2i m w Q > 0 Ulcl� 0 0- U— Q I- LL Q ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 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TC 9,: ... 36 ,. T- ,.,.:...... 1., .. ... ,.. _ - 44 142:99: . e rn 0 40 3� '-� : 'G _ �- °� �- U e 147.08 TC 147.06 T 147.17 TC _ _ _ _ _ \ O � O 1- 1- \1 A7 fir Tr+ -------_ �\ \ / +'S`:-•. U I- O II - 1 ' U 0 . n a6 ,------------- M 1T -I \ L - - - - - - - - - - - -- �\ Z �\ - - - - - m � � � � � N N--------T--------- SEE SHEET 08 -_____ \\ o � _ _ - - - - - - ' ` \ d- - V ---- --- + + � I _------- I \ (n"� 1O O � d' ---� \ n \ '- - - - - - - - - - - - O \ -(err--- + U `-------- # �U \ O \` 3 \ \O p 25 \ \\ \ SAN DIEGUITO WATER DISTRICT NOTE: '��5��" I"'6yi ACCESS SHALL BE MAINTAINED TO SAN DIEGUITO WATER DISTRICT PARCEL _ AT ALL TIMES DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL No. 73334 WORK WITH SDWD AND SUBMIT A PROPOSED SCHEDULE FOR APPROVAL Exp. 12/31/22 PRIOR TO START OF WORK. ,, q CIVIL \ F �F CALF CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SETZ BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 PRIVATE DRIVE 'A' AS -BUILT APPROVALS JESSICA NISHIURA DATE PRINCIPAL ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR 10+00.00 TO 14+41.00 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11 /09/2022 R.C.E. NO.: 73334 ![sue JESSICA NIS IURA EXP.: 12/31/22 20 0 20 40 60 SCALE 1 "= 20' ENGINEERING DIVISION APPROVALS REC M NDED: APPROVED: ,� , . _", ICHAEL RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE BEARING/DELTA RADIUS LENGTH REMARKS 1 n°1 71coll V IJ JU 1 Oco c(Y IUJU..JJ 7 cCI /.JV CnnC nC OAI/CAACA17 LVVL Vv I.1VLIVILIv1 2 AI 1 A°A7�7n" IA/ IV 1 Y Y/ LJ rr 1 0 no, I U.LL EDGE OF PAVEMENT 3 0-colon" L Je LV 1 17 fill, I I L. V V c 01, J. u I EDGE OF PAVEMENT 4 1 Z°nn�1 Z" I J VJ I J 1 17 fill, I I Z.VV OC 711 LJ. / I EDGE OF PAVEMENT 5 N 1 °2U'U4" L 66.3U' EDGE OF PAVEMENT AI 1 /_ULlA" C Iv 1 LVVY L 1CA L/u ICA VV EDGE OF PAVEMENT 7 N 1 °2U'U4" L 2 15.49' EDGE OF PAVEMENT n°71),1n11 J JL IJ ran fill, LV.VV Z 771 J.JJ 9 � 8° 12' 15" ►✓ 2 U. U.cJ' EDGE OF PAVEMENT 1 1 "onlc 1" I 1 LVJI 0 Z fin, LJ. VV A cCI Y.JV 11 I V ., u O- ZG" C Iv J VU JU L ' 7 1 ^' LJ. I V EDGE OF PAVEMENT 7Z°nnln 711 LJ VJ LJ n7 nn, LL.VV Oon, U.UJ All AAnn ni IOO Y IVIVV. VVI%u 7C°1 n�c 5" L V I J J J 1 n nn� 1 V. VV A Cn� 7. U V 4" MOD. CURB 14 A' ' ZU Lj_ " L_ Iv I LVnA L '' 7O' 11.-U 4" MOD. CURB AI 1°7nlnAll C Iv I LVVY L 1 Z7 n71 IJ.J. JJ 16 AI Oo°Zn cC IA/ Iv UU JJ JV rr 1C nn, I U.VV All AAnn n11O0 Y IVIVV. VVINU 17 fill°fill fill JV VV VV 7 nn, L.VV 7 1 Al .J. 1 Y All AAnn n11O0 Y IVIVV. IJVI\U 18 AI 1°7nlnAll C Iv I LV V7 L n 77, 4.00 All AAnn n11O0 Y IVIVV. VVI\U 19 nn°nnInn" JV VVVV c nn, J.VV 7 Ocl /.U.J All AAnn n11OO Y IVIVV. IJVI\U 2U AI Oo°Zn cC11 IA/ Iv UU JJ JV Yr 1n 17, 1 V. 1 / All AAnn n11O0 Y IVIVV. VVI\U 21 nn°nnInnll JV VVVV O nn, U.VV 1 n c7 IL..J/ All AAnn n11OO Y IVIVV. IJVI\U 22 fill°fill fill JV VVVV O nn, U.VV 1 n c71 IL..J/ All AAnn n11OO Y IVIVV. IJVI\U 23 AI OO°znlccll IA/ Iv UU JJ JU rr 1n 17 I V. I / All AAnn n11O0 Y IVIVV. VVINU 24 fill°fill fill JV VVVV c nn, J.VV 7 Ocl /.U.J All AAnn n11OO Y IVIVV. VVI\U 25 IV' I °2U'U4" L 2.5U' _r IVIVD. 91VINU 26 fill°fill fill JV VV VV 7 nn, L.VV 7 1 Al .J. 1 Y All AAnn n11O0 Y IVIVV. VVI\U 27 AI oO°znlCCll IA/ Iv UU JJ JU rr 1 C ^^' I U.VV 4" MOD. C&G 28 AI 1 °nn�n A c Iv 1 onnA L ' '' n "'' 1YJ.71 4" MOD. C&G 29 11°^7'52" I 1 V/ JL 7n ^^' /V. VV ' z G^' I.J. VV 4" MOD. C&G 30 AI on°1 n'12„ C Iv UV IL IL G IA nC 1 A 17 4" MOD. C&G 31 n2°n1'�1� JL V I L I 7 fin J.VV A 07 7.UL 4" MOD. C&G '°c°' 0/" L JU LV JU n^' U0 VV " CG' 7.JV 4" MOD. C&G 33 AI 1 A°A7 7n IA/ Iv 1Y 7/LJ 1A 1 0 77 IU.LL 4" MOD. C&G 34 7 AO rJc / 7U LJ 1 1 4 fin 1 1 L.VV 1 c 7C 1 J.L V 4 MOD. C&G 35 N 6°59'U4" �' 1.34' 4" MOD. C&G 36 AI 1°7n�nA C Iv I LV V7 L c nn1 J.VV All AAnn n1100 Y IVIVV. VVI\U 37 AI OO°Zn cC IA/ Iv UU JJ JV rr 1 A nn1 I _r. VV All AAnn n11OO Y IVIVV. VVI\U 3U 1 On°fill fill" I UV VVVV 7 cnl L..JV 7 Ocl /.U.J A11 AAnn n1100 7 IVIVV. VVI%U 39 AI OO°Zn cC IA/ Iv UU JJJV rr 1 A nn1 IY. VV A11 AAnn n1100 Y IVIVV. VVI\U 4U AI 1°7nInAll C Iv I LVVY G c nn1 J.VV A11 AAnn n11OO Y IVIVV. VVI\U 41 AI 00-MICC11 IA/ Iv VU JJJV rr 1 A nn1 IY. VV A11 AAnn n11OO Y IVIVV. VVI\U 42 1 On°fill fill" I UV VV VV 7 cnl L.JV 7 Ocl /.U.J A11 AAnn n1100 Y IVIVV. VVI\U 43 AI 00°znICC11 IA/ Iv UU JJJV rr 1 A nn1 IY. VV A11 AAnn n11OO Y IVIVV. VVI\U 44 AI 1°7nInAll C Iv I LV VY L 1C 77, I V.LL A11 AAnn n1100 Y IVIVV. VVI\U 45 AI OO°Znlc Gll IA/ Iv UU JJJV rr 1 A cnl 1-f..JV A11 AAnn l+1 IOO Y IVIVV. VVI\U 46 fill°fill fill JV VV VV 7 nn, L.VV Z 1 A' J. 1 Y A11 AAnn l+1100 Y IVIVV. VVI\U 47 AI 10onIn All C Iv I LV VY L 117 ool I L.LL All AAnn /1I 100 Y IVIVV. VVnU 48 fin°nnInn" JV VV VV 7 fill, L. VV Z 1 A' J. 1 Y All AAnn l+1 IOO Y IVIVV. VVI\U 49 AI Oo°Zn cG IA/ Iv UU JJJV rr 1 A cn1 IY..JV All AAnn l+1100 Y IVIVV. VVI\U 50 IV' I °ZU'U4" L U.95' _r IVIVD. CURU 51 IV' U8°39'56" r'r' 2 1.25' 4" IVIVD. l^iURUO 52 fill°fill fill JV VV VV ry nn, L. V V 7 1 Al J. 1 Y All AAnn l+1100 Y IVIVV. V V IAL.i 53 IV' I °2U'U4" L 4.95' _r MOD. CURU 54 fill°fill fill JV VV VV ry nn, L. VV Z 1 A' J. 1 Y All AAnn l+1 IOO Y IVIVV. VVI\U 55 IV uu I/O S6" r'r' 2 1.25' _r IMOD. CURU PROFILE SCALES -__ H0RIZ.. 1 2 0 _ -_- --_= VERT.. 1 =8 CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT PRIVATE HARDSCAPE PLAN: 385 & 389 REQUEZA STREET ENCINITAS, CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 DRAWING NO. LDEV-016916-2021 SHEET 06 OF 17 Z Q J LU - Z U- O LU Z CQz G Q Z J/ z LJJ I- 2i w O O U� O0- 2 � U- <I- LL \Q\ //_/ 0. 0- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 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__ __ _ ___ -- - ------- --- SAN DIEGUITO WATER DISTRICT 148.83 TC 14. v. ---- --- ----�-------a - - - - - - - - - - - PARCEL UNTIL LICENSE - : '., AGREEMENT IS U D ED - ; . ` I.." : , ,. .. .: - 148.96 TC 21 .. ;. ". �` 20 �� ENCROACHMENTS PER 22 -- 24 : `. // LICENSE AGREEMENT / 25 ; :, / DATED 08-29-2019 23 � I: =;i / / WITH THE SAN DIEGUITO cam' I . . /� WATER DISTRICT I 26 � • : • ; / / EX. SDG&E ESMT PER DOC. � z 0 1 , ; :° :;:" .' ..j .. / N0. 1958-135948 & DOC. 28 . ,` • / // NO. 1958-135950 "I / . ` `' // / � X 19 '.�'�_ CLINIC z � o ��...�: P=148.0 cn cn / / / / W cn I rn z ® FF=148.75 er � o� // / o - � o W � � o "� I 40 el el W / / el _ , - co I I K 1 8 Q_ / / d- k � �O z Lq � i ,. m W // / O W m II d- Y m" m I I W �' � O I- (/'I / / co I� I F of of / / 4 'f °Q o W o0 0 � W - ro Q I � In / GUTTER 27 F = cp /-----1--r -- .► N O W N O O O U N W N N .'e __ + o c� co 47.04 FL + + - z a - - - - 1 - + � Q I _ -� _ _ W a. � O O _ I i 17 / / // 6 � 8 ------------- --5 -- ----�-------< �-_ Q' PAVER BLOCKS/ 2 3 rn 7 - .: 10 0 / + + a� t se 11 12 13 14 15 0 .5% x� ` ``..:.. / / I 60q o / of 4 6 0 0 0 16 1� r_,, 29 / w v N / / er ].179 `� `�j 30 / °15+00 34 16+00 o s - 143.96 /TC � o � � � N " / � � � � , 46 144. 3 TC . 5 144.87 FL . o 31 v o x p . el -- 144.62 FL s s s� 5 d o ~ K /- �, �/ / 144.15 FL 3' RIBBON ° 33 32 ~ N � 143.99 TC GUTTER o K / �o� Q' I �/ 45 47 / 44.33 FL 35 I U � I I IU- d / - '1 49 c� / o pp w / 44 1�1���11 �� , aA 39 uuuuuuuuuul �0" i' 6 U � I / \ m / .c� O d d- d- `� el- - b. � N o o cn cS cod / 40 38 37 ' `.=n :.'' � � o o N v o - / 41 I v v ( c� O N m I °, / ,'jam. ~ ~ ,r�l' ♦- ♦- + + + / ^ / 1 1 r I o _ �� I - PRIVATE DRIVE A v: el _. e} to � � n �� \ _ 0 0 - / L6 K co cri U � / op o� el- ~ � d' d' r- + + n n 0, , 4 EX. SDG&E ESMT PER ( DOC. N0. 0104402 + I - / / 14+41.00 TO 17+ 12.15 - F S IC.? NIS,S,/ _ '� 7 1 - cD No. 73334 rrn / oc Exp. 12/31 /22 20 0 20 40 60 >9TF CIV1�- O���P �F CALIF SCALE 1 "= 20' ❑ BEARING/DELTA RADIUS LENGTH REMARKS 1 AI I°I)n+n A" U IV 1 LU VT L CA1 I.UT rnnr nc UAI/CA ACA IT LVVL_ VI F11VLIVILIVI 2 AI 1 °2rrn A" E IY 1 LV V7 L I c A 1l 1 U.T I rnnr nc UAI/CA ACA IT LVVL VI I PIYLIVILIY I 3 L6°L D'L 3" 24. V D' I I.D3' EDGE VF IA LIVIEIVT 4 AI �77-401TI" r IY L/ 7V L/ L 01) ncl LL. UV rnnr nc UAI/CA ACA IT LVVL VI r/1 V LIVI LIVI 5 c1°AA�nn V 1 YT VJ 1n nn, I U.UU In 771 I U. / / rnnr nc UAI/CA ACA IT LVVL VI I /'1YLIVILIV I 6 AI ZA°n ZlAI" IA/ IV .J-f UJTI IY I cnl I I.JJ rnnr nc UAI/CA ACAIT LVVL VI FIIVLIVI L IVI 7 zz°A7�cc JJ 7L JJ zz nn JJ.VJ 1n A/ I J.T/ rnnr nc UAI/CAACAIT LVVL VI I /'1YLIVI LIYI 8 IV 4°34'S6" E V., / LDGE VF I'A LIVIEIVT 9 AI A°n I II 7" r IV Y UI IL V_ 7A C11 L-f.UI rnnr nc UAI/CA ACA IT LVVL VI r/1 V LIVILIVI 10 AI A°n XZ"7 Z" C IV Y U.J LaJ L 11 101 1 1.IU CU nC nC UAI/CA ACA IT LVVL VI I PIYLIVILIYI 11 AI A°771ZA" r IV Y LL J-f V_ 00 7n' LL./ V rnnr nc UAI/CA ACA IT LVVL VI r/1VLIVILIVI 12 AI z°�c'n n" r IY J LJ VJ L 0c 7n' LU./J rnnr nc UAI/CA ACA IT LVVL VI I /'1YLIVILIYI 13 AI 1°7A� )n" r IV 1 LTLU L 7 C7' /.J/ rnnr nc UAI/CA ACA IT LVVL VI I /'1YLIVILIYI 14 AI I°7A")n" C IV 1 LTLU V_ Z1 77' J1./L CI IIC`LI nIIUU I LVJII VVI\U 15 0-L016' z7" LV VV J/ zn ^^' JV.VV 1 ^ c z' I U.JJ FLUSH CURB AI 1 OOA 71 17" IA/ IV IU YL I / YY 7 771 L./L 7no']C�C A�� /V LJ JY 70 nn, LU. UU ZA A7' .J-t. TL AI Onon0117" IA/ IV U.7 UU IL YY c c7, IJ. JL Al OnonO1I7" IA/ IV U.7 VU IL YY ZO n71 JU. U/ nnonn�nn JV VUVV c nn, .J. UU 7 Oc1 /.UJ IV V JI YO C "' ^°` 1 'AO)" E I z ^^' IL. UV 4" MOD. CURB Al OnonO1I7" IA1 IV U.7 UU IL YY 1) nn, Z_.UV 23 90°00'00" 3.00' 4. / ' 4" MOD. CURB AI nac1�AO" C IV V J 1 YU L 77 nn, LL. UV Al OnonOlI7" IA1 IV U.7 UU I L YY n nn, J. UV 26 N 89°08'I2" ►► 5.00' FLUSH CURB AI Onon01I7" IA1 IV U.7 UU IL YY cn cnl JU. UJ AI Onon01I7" IA/ IV U.7 UU IL YY O cnl U.JV AI I Iocn'Z7" IA/ IV 1 I .JJ JL YY 77 C71 LL. U/ COA']�Ac" V YL YJ Inn nn, IUU. VU 11 771 I I./L AI 1OOA0147" IA/ IV I U YL I / YY 7A cCl LY..JV nnonc�z7 LV VV J/ cn nn, JV.VV 17 cc1 I /.JJ 33 V 1 °24'20" E 116.54' 4" MOD. C&G A OOA AlOn" YU YY LV c nn, .J.VU A 7c1 -t.LJ Al A7o7nlnn" IA/ IV Y/ LU UU YY 1 A 1 n' I -t. 1 J 4" MOD. CURB AI AnoAn�nn" C IV YL YV VU L c cZ1 J.JJ AI A-7 Onlnn" IA/ IV Y/ LU VU YY 7c cnl LIJ.JV 38 "' A']oAn'nn" r IV YL YV UV C On I T ''/' 1 A' 4" MOD. CURB 39 90°17'S6" 8.00' I2.6I' 4" MOD. CURB 40 V 47°3%'S6" ►► 22.94' 4" MOD. CURB AI A']o7 r7.n A" C IV YL LL VY C 7Z On, L.J. LV AI 1°7n�n A" C IV 1 LV VY L I7 On, I Z_.LJ I ZO°c O�n 1" I.JU JU V 1 I nn, I .VV 7 A Z1 L.YJ Al 00°zn1cc" IA/ IV UU .JJ JV YY 1n nz1 I U.U✓ 45 90°00'00" 3.00' 4.7I ' 4" MOD. CURB 46 V 1 °2V'V4" E I.04' 4" MOD. CURB n°zc Ac" J ✓✓YV On nn, LU. VV z Zc1 J.✓J 48 121 °26' 13" 3.00' 6.36' 4" MOD. CURB 49 V 47°37'S6" ►► II.24' 4" MOD. C&G CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.L./J.N. S.L. J.N. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/09/2022 <<� �vv J R.C.E. NO.: 73334 JESSICA NIS IURA EXP.: 12/31/22 R C M NDED: APPROVED: �I '54W,7,�_,�.v ICHAEL RIZIC JILLT. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 1z�13/2oz2 12�14�Zo22 DATE DATE PRIVATE HARDSCAPE PLAN: 385 & 389 REQUEZA STREET ENCINITAS, CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS JESSICA NISHIURA DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 07 OF 17 II , Q U IQ j 00 0000 O C-0 + +oi 1.819 1.209 wt 7 ° 1 1 / / - _ - - - - - - - - - - - - - - - - 12+0 - - - - - - - - 13+00 14 u SEE SHEET 06 SEE SHEET 0 1 49.98 TC N OI 148 37 TC 148.72 TC - o J -- -- - o -�;; 149.72 TC - -- - - 1 / 1 7VCS EVCS - - - - - - - 12+ 4.25, 1 I / J ' S1 ::...:.... ;r... 50 t ....:... .... 147.08 TC 147.06 T I 147.17 49" tK;47146.95 TC EX. SDG&E ESMT pnnn dos _`--u�473 46DOC. NO. 2028 - - - 43 45146.37 TC ' 44' 42 --------TI- 34 I 1.5y41 408 33 146.20 F // 1�0 6.14 C / 35 26.0' U 0 06 "� 39 9 32 --- 46.32 C --� /// A 10 �n 37 38 / 1(-9 11 31 OFFICE P=146.0 FF=146.75 12 30 16 15 13 wwH111M � 29 40 T 14 � � 28, 40 TC 1 . 6 FS 17 19 18 20 1 jj rr -w 22 23 �t FOOD BANK - _ P=145.6 OAD� 27 0 . FF=146.35 F- 24 d 26 w to 25 N �\ V LEARNING CENTER I �� P=146.2 FF=146.95 ------------- No. 73334 Exp. 12/31 /22 WORK NOT PERMITED WITHIN- SAN DIEGUITO WATER DISTRICT PARCEL UNTIL LICENSE AGREEMENT IS UPDATED I , I , / I II I WORK NOT PERMITED WITHIN SAN DIEGUITO WATER DISTRICT z v� PARCEL UNTIL LICENSE AGREEMENT IS UPDATED O U Z U ,c-X- --- ---------____ - --- - - 5 81,0Z O1HS1r CURB DATA ❑ BEARING/DELTA RADIUS LENGTH REMARKS 1 N 88°40'08" W 0.71 ' 4" MOD CURB 2 90°00' 12" 2.00' 3.14' 4" MOD CURB 3 N 1 °20'U4" E 16.00 4" MOD CURB 4 N 88°39'56" W 25.50' 4" MOD CURB 5 N 1 °20'04" E 9.71 ' 4" MOD CURB 6 N 1 °20'04" E 5.29' 4" MOD CURB 7 90°00'00" 3.00' 4.7 1' 4" MOD CURB 8 N 88°39'56" W 2.79' 4" MOD CURB 9 N 88°39'56" W 4.00' FLUSH CURB 10 N 88°39'56" W 5.50' 4" MOD CURB 11 N 88°39'56" W 9.99' 4" MOD CURB 12 N 88°39'56" W 6.50' 4" MOD CURB 13 N 88°39'56" W 2.34' FLUSH CURB 14 90°00'00" 3.00' 4.71' FLUSH CURB 15 N 1 °20'04" E 1.50' FLUSH CURB 16 N 1 °20'04" E 4.52' 4" MOD CURB 17 N 1 °20'04" E 6.66' 4" MOD CURB 18 N 1 °20'04" E 4.67' FLUSH CURB 19 16°50' 11 " 5.00' 1.47' FLUSH CURB 20 101 °1 5.00, 8.88' 4" MOD CURB 21 N 60°0717" W 6.82' 4" MOD CURB 22 N 60°08'21 " W 0.67' 4" MOD CURB 23 151 °27'21 " 2.50' 6.61' 4" MOD CURB 24 N 88°39'56" W 18.27' 4" MOD CURB 25 N 1 °20'04" E 1.50' 4" MOD CURB 26 N 1 °20'04" E 5.50' 4" MOD CURB 27 N 88°39'56" W 41.55' 4" MOD. C&G 28 20°46'42" 10.00, 3.63' 4" MOD. C&G 29 N 70°3322" E 15.59' 4" MOD. C&G 30 20°46'42" 10.00, 3.63' 4" MOD. C&G CURB DATA ❑ BEARING/DELTA RADIUS LENGTH REMARKS 31 N 88°39'56" W 12.89' 4" MOD. C&G 32 N 88°39'56" W 4.00' FLUSH CURB 33 60°00'03" 10.00, 10.47' 4" MOD. C&G 34 119°59'57" 2.00' 4.19' 4" MOD. C&G 35 N 88°39'56" W 16.43' 4" MOD CURB 36 N 1 °20'04" E 5.00' FLUSH CURB 37 N 1 °20'04" E 7.00' 4" MOD CURB 38 N 1 °20'04" E 44.50' 4" MOD CURB 39 N 88°39'56" W 16.50' 4" MOD CURB 401 90°00'00" 3.00, 4.71' 4" MOD CURB 41 N 1 °20'04" E 2.00' 4" MOD. C&G 42 N 88°39'56" W 8.00' 4" MOD. C&G 43 89°59'48" 2.00' 3.14' 4" MOD. C&G 44 N 1 °19'52" E 5.00' 4" MOD CURB 45 N 88°39'56" W 3.50' 4" MOD CURB 46 N 1 °19'52" E 1.00' 4" MOD CURB 47 N 88°39'56" W 4.00' 4" MOD CURB 48 N 1 °19'52" E 4.00' 4" MOD CURB 49 90°00' 12" 2.00' 3.14' 4" MOD C&G 50 N 88°39'56" W 4.50' 4" MOD C&G 511 N 1 °20'04" E 4.73' 4" MOD CURB -61 ?" ffi �04 ffa <Z Z N CLINIC 00 I I / "'00 .60 4.00 20.00 SU-30 feet Width 8.00 Track : 8.00 Lock to Lock Time : 6.0 Steering Angle : 31.8 FIRE TURNING MOVEMENT DESIGN VEHICLE SU-30 SCALE:1"=20' PER CITY OF ENCINITAS FIRE DEPARTMENT 20 0 20 40 60 SCALE 1 "= 20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU CJT. Ur[NVVIV or. nC%-rN. oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.L./J.N. S.L. J.N. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/09/2022 r R.C.E. NO.: 73334 JESSICA NISH URA EXP.: 12/31/22 RECQ MtfED: APPROVED: ICHAEL RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE PRIVATE HARDSCAPE PLAN: 385 & 389 REQUEZA STREET ENCINITAS, CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS JESSICA NISHIURA DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 08 OF f7j z J V LUz 00 OQ w V z0 C Z G Q _U) J III— Q z w C M G Q w O> Uo 0 0- U- Q I- Q ®®��®11®®®®®®�®®®®®®®®If®®®®®®®®®■I®®���®®®��®®®®®®®®®®®®®®®�®®®�®®®®®®®�I®®®®®®®®®®®®®®®■I�®�� = �®®®®�'I 11®®®®®®®®®®®®�i�i����' 111®®®®®®®��®®®®® �ii�®11®®®®®®�®®®®®®®I��®®®®®®�ii®®®® ®I�®��®��®®iii�®®®®®®��_®®�®®®���®®�ii®®�l.®®®�®®®®®®®®®®�i�■I '�®®��®®®®®®®®®11�®�®®®®®���C��[���®®®®®�€�®®®® MO====='====I��®®®® ®®�!�®®®® ® ®®®®® �®®® � � � ®� ®���®�qq ®®®®®®®®®® ®®®®®®®®®�iiQ:���3ii���®�` ®®��®®®®®®��� i•i ���®®®®®®®®®I®��®®®®�����®®®®®®®��®®�• '1=64®{a��®�?'Z=+,'.�_iI®'i'�7iT��®®®LT.T.i�®®®®®®®��iiii®i®ii'��. ®®®®�®®Q7Fil f/f Ti��®®®®®��®®®®®® .00 1 11 11 1 11 1 11 1 11 1 11 1 11If11 Tft AP N : 258-241-04 oz O � � � el- �20 W � N LOT LINE o o LV I z l Op N r0 0 += + I � lij3z��zil cn N 0 I WI o I _ 1 —W EXIST. 8",A.C. WA TWR MAIN (345 w LINE T" I I— — ___ — — — — — —— — -------------- -- - SD STA 30+ 19.31 LINE '8' SI C/L 30" NYLOPLAST DRAIN BASIN EXIST. 8" PVC SEWER MAIN—.., s ` SD STA 30+02.00 LINE 'A-1' I I 2'X3' GRATE INLET I 579 - - - - - - - - - SD STA 3 +00.00 LINE 'B' 'L' HEADW .LL LINE I —M 6 LINE A' -------- -- I- LL 2 3 4 NOTES: • AREA FOR STORM WATER QUALITY TO BE PRIVATELY MAINTAINED AND NOT TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. • ROOF DRAINS SHALL DISCHARGE TO LANDSCAPE AREAS DESIGNATED FOR STORM WATER TREATMENT PRIOR TO DISCHARGE FROM THE PROPERTY. DIRECT CONNECTION OF ROOF DRAINS TO THE PRIVATE STORM DRAIN SYSTEM IS NOT ALLOWED. I �. � � --------- F H t II u of 1 cc --- J J � I 11 4� III I `� of OJ �OOU o ? --------- of o_ u')N�I o¢ o+ i I II N N n II II II u II u cn U cn cn U CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 12 z z J Q co N C� coo Q In = N � OZ ±U cr) o� o� I 40+02.00 LINE TO EX. TYPE -T----------J all / II j II 1 o w w APN: 258-241-30 // w zL zz // zQ J J O�Z Z�� zp�O N�Z // m++ / ohm o 00 �Q� IQ— Do IU— IQ— IQ— o / / IU— cn ,� v co cn cn cn / `n x v c o N p� 2 // --_---------- a-_1---=--=w _--_---_� �X 20 / ,- 1 / \ LINE T — 1 BIQFILTRAThOId BASIN \ �I BOTTOM ELEV= 138.0 7 — — — — — — /PRAP W=4.5' 10 / n i / 0, LINE V `�' 1 \\ z 00 �Z0 \I ` \\ ~ •\ J �S II I I U) oo O k III I , N EX. 30" RCP STORM it PER DWG. 0033-DI \ W co itI - It �o II I I 1 I I II I I AS -BUILT APPROVALS JESSICA NISHIURA DATE PRINCIPAL ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/09/2022 R.C.E. NO.: 73334 JESSI A NISHIURA EXP.: 12/31/22 F __`AREA- 904 PER = PRECISE GRADING PLAN O ENGINEERING DIVISION APPROVALS R C M NDED: APPROVED: ICHAEL RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/14/2022 DATE DATE STORM DRAIN DATA (PRIVATE) O BEARING/DELTA RADIUS LENGTH REMARKS 1 N 88"40'08" W 23.06' 12" HOPE 2 N 43"40'02" W 10.61' 12" HDPE 3 N 1 "20'04" E 13.02' 12" HDPE 4 N 8"2628" E 45.83' 18" HDPE 5 N 1 "20'04" E 19.53' 18" RCP * 6 N 88"3956" W 19.00, 12" HDPE 7 N 1 "19'52" E 18.06' 18" RCP * 8 N 19"43'30" W 30.64' 18" RCP * 9 N 32"5835" E 14.75' 18" RCP 10 N 12°01'25" W 45.06' 18" RCP 11 N 1 "20'04" E 103.54' 12" HDPE 12 9°32'19" 21.50' 3.58' 12" HDPE 13 N 8°12'15" W 20.85' 12" HDPE 14 11 *20'51 " 21.50' 4.26' 12" HDPE 15 N 3°08'36" E 21.09' 12" HDPE 16 N 2°00'47" E 1.56' 12" HDPE 17 N 8759' 13" W 1.70' 12" HDPE 18 N 8759'13" W 11.71' 12" HDPE 19 N 2°00'47" E 11.23' 12" HDPE 20 N 2°00'47" E 95.64' 12" HDPE 21 N 87°59' 13" W 10.63' 12" HDPE FOR HARDSCAPE SHEET SHEETS 6-8 FOR WATER &SEWER DESIGN SEE SHEETS 10 & 11 N1 o No. 73334 m w Exp. 12/31 /22 m 20 0 20 40 60 s F OFI re\ �FP SCALE 1 "= 20' CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT STORM DRAIN PLAN: 385 & 389 REQUEZA STREET ENCINITAS, CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 DRAWING NO. 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MAINT. 1� ___'l �� 11 142.70 TP 11 I I , 6" SEWER C. 0. , I 11 0 11 I I AGREEMENT PER 145.88 RIM, 141.73 1E '�' L - '- _*__ 11 90' BEND, 142.70 TP 11 I nf)Cl Alf) E-f)n V 11 , 11 11 I . Ll UmIll -"� �' 2008-0243955 4" FIRE SERVICE,142.70 TP I & 11 --- DESIGNE ��Y: IIIIIIIIIIIIIII� DRAWN BY: '7'CHECKED BY: AS -BUILT APPROVALS S.L./J.N. I S. L. I J.N. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. INT. DATE PLANS PREPARED UNDER SUPERVISION OF SETT BRASS DISC, IN NORTHWEST CORNER OF PUBLIC WORKS DATE: 11/09/2022 CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE JESSICA NISHIURA DATE z - DRIVE WEST ON 1-5 AT THE NORTHEAST RETURN INTO PLANNING . . . , ,-,-/ _,� R.C.E. NO.: 73334 SCRIPPS MEMORIAL HOSPITAL, ENCINITAS , REVIEWER C :]��' - - ELEVATION: 173.376' DATUM: NAVD88 I PRINCIPAL ENGINEER DATE IN JESSICA IN � HIURA / EXP.: 12/31/22 n BEARING/DELTA RADIUS LENGTH REMARKS A N 88*39'56" W 32.62' 4" PVC * L N 88*39'56" W 18.62' 6" FIRE HYD LAT. I I M I N 1-20'04- E I 1 47.05' 1 4" PVC * � tlutlL LLJUD. LJK- 14 BEARING/DELTA RADIUS LENGTH _0 3 N 1 *20'04" E 78.25' 2" SCH 40 4 N 43*39'56* W 18.43' 1 2" SCH 40 5 N 88*39'56* W 60.40' 2" SCH 40 6 1 N 88'40'08- W 4.J5' 1 2" SCH 40 7 N 1*19'52" E _____ 1 - --'' - 8 N 88*39'56* W 3.73' 2" SCH 40 9 ' N 1*19'59" E 2.07 2" SCH 40 10 N 1 *20'04" E 28.25' - 2" SCH 40 12 N 1 *20'04" E 3.00' 2" COPPPER 13 N 88*39'56* W I 1 11.92' , 2' COPPPER 14 N 1 *90'04" E I 1 17.53' 1 2- COPPPER FIRE WATER DATA (PRIVATE) BEARING/DELTA RADIUS LENGTH _!� B N 1 "I E 7.98' 2" COPPER C N 88"I W 82.9 1' 2" COPPER D N 88"I W 3.08' 2" COPPER E N 1 " 1 9'52" E 25.29' 2" COPPER F N 1 " 1 9'52" E 18.93' 2" COPPER G N 88*40'08" W 27.03' 2" COPPER H I N 1 " 1 9'52" E 16.74' 2" COPPER I N 1'1 9'52" E 16.93' 2" COPPER J N 88*40'08" W I . I " COPPER I K N 1 " 1 9'52" E 1 13.22' 1 2" COPPER - m - I& 20 0 20 40 60 SCALE 1"=20' FOR HARDSCAPE SHEET SHEETS 6-8 FOR STORM DRAIN DESIGN SEE SHEET 9 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. R CQN4M NDED: APPROVED: UTILITY PLAN: 1, 6 . -F 11 - 14_'�_ '54w,74-'a�"v 385 & 389 REQUEZA STREET LDEV-016916-2021 ' � H A E � rR ISICO - " " ICI j ki! JILL T. 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OF WATER 14 SAN DIEGUITO WATER DISTRICT I TOP OF SEWER 14 PARCEL UNTIL LICENSE AGREEMENT IS UPDATED o - "o O j N N �� z I + + m �* m vbi W II � �, to N O N Q W 0 I _ �� mm Nm N (O LUiI _ z � O * O ° � I -- SO-01- - � � / - / / - --, - ,-_- "��� O O PROJECT BOUNDARY I � -x x-x - - - d�--�--�-�----� I AREA DRAIN PER PRECISE GRADING 2" WATER ") EX. 4" FIRE MAIN TO PI dAl 1 CD REMAIN I ° "� / 2 " v 6" SEWER C.O. INTERCEPT EX. SEWER SERVICE' (140.5 FG/136.67 IE) FIELD VERIFY IE k 11 v X� �s H U NSA K E R \ ��� & ASSOCIATES Underground Service Alert SAN DIEGO, INC o CAU BEFORE YOU DIG EXISTING SEWER TO 3 PLANNING 9707 Waples Street CALL TOLL FREE REMAIN (P.I.P.) - -.1 s ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558.4500• FX(858)558.1414 1-800 422-4133 ^ \ � CHANGE NO. DESCRIPTION TWO WORKING DAYS BEFORE YOU DIG APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 16+00 h =c W W^ �� o A,� �� Vn j `� �1 o 40,C) Z co ._,W N/ �1 � do/ w I 4" PVC SEWER ��� 0 a J APPROX. LOCATION OF EXISTING SEPTIC TANKS ACTUAL LOCATION TBD BY MARK -OUT 141.70 CONTRACTOR TO DISCONNECT AND RELOCATE EXISTING WASHERS, DRYERS FOR THE SEWER TIE IN EXISTING ROOF STRUCTURE TO BE PROTECTED IN PLACE. INTERCEPT EX. SEWER SERVICE (141.10 IE) FIELD VERIFY IE AS -BUILT APPROVALS JESSICA NISHIURA DATE PRINCIPAL ENGINEER DATE INT. DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR 1" WATER SERVICE, 145.13 TP 5 In 11 _ t 17+81.65 90° BEND, 145.36 TP 17+79.92, CLINIC D Q'° �,/, ❑ 1 4" FIRE SERVICE, 145.5 TP III 17+72.98, 56.25° BEND 45°+11.25° / R, � 111 r I 145.36 TP .� "' MEDICAL CLINIC 10 {�,\17+57.05, CLINIC 4" SEWER SERVICE III 1' � 144.0 IE (4' BELOW PAD) ' 5 iu �17+48.81, 6" SEWER C. 0. � '� "' 143.50 IE B / Im o: / .4 ' III H 9 " Ih III ul m \ i �1�k00 ���y. X�X � X� O s 7- -� 00 U /W 40 3 4 mto i0 0 W oM � � No. 73334 Exp. 12/31 /22 PLANS PREPARED UNDER SUPERVISION OF DATE: 11 /09/2022 R.C.E. NO.: 73334 iI- --a:�i�� JESSICA NIS IURA EXP.: 12/31/22 SEWER DATA (PRIVATE) O BEARING/DELTA RADIUS LENGTH REMARKS 1 N 69*01'03" E 16.38' 4" PVC ® 10.69 2 N 46*31'35" E 64.73' 4" PVC ® 2.0% 3 I N 29°4750" W 28.72' 4" PVC ® 2.1 4 N 75°06' 16" W 7.80' 4" PVC ® 2.1 5 N 14°53'44" E 10.68' 4" PVC ® 2.1 6 N 16°10'40" W 61.59' 4" PVC ® 2.0% 7 N 1°19'56" E 134.95' 4" PVC ® 2.1% 8 N 21 ° 10'04" W 43.06' 4" PVC ® 2.1 9 N 55 23' 12" W 56.28' 4" PVC ® 2.1 10 N 0°51 '48" E 8.74' 4" PVC ® 5.77. 11 N 58°54'01 " E 36.41' 4" PVC ® 4.1 12 N 5*02'49" E 1 37.86' 1 4" PVC ® 2.0% 131 N 65 ° 13' 12" W 1 44.06' 1 4" PVC ® 159� WATER DATA (PRIVATE) BEARING/DELTA RADIUS LENGTH REMARKS 1 N 1 20'04" E 40.23' 2" SCH 40 2 N 21 °09'56" W 23.09' 2" SCH 40 3 N 1 20'04" E 141.96' 2" SCH 40 4 N 21 ° 10'04" W 1 34.53' 2" SCH 40 5 1 N 55 23' 12" W 1 89.02' 2" SCH 40 6 1 N 0°51 '48" E 1 14.52' 2" SCH 40 FIRE WATER DATA (PRIVATE) BEARING/DELTA RADIUS LENGTH REMARKS A N 21 °10'04" W 37.97 4" PVC B N 55°23'12" W 88.57 4" PVC C N 0*51'48" E 9.23' 4" PVC D N 89°08'12" W 5.18' 4" PVC 20 0 20 40 60 SCALE 1 "= 20' FOR HARDSCAPE SHEET SHEETS 6-8 FOR STORM DRAIN DESIGN SEE SHEET 9 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT R CQN4M NDED: APPROVED: UTILITY PLAN: ��,7..�.v 385 & 389 REQUEZA STREET ICHAEL RIZIC JILLT. BANKSTON ENCINITAS, CA 92024 PRINCIPAL ENGINEER CITY ENGINEER 12/14/2022 RANCHO COASTAL HUMANE SOCIETY DATE DATE CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 DRAWING NO. LDEV-016916-2021 1 SHEET 11 OF 17 Z J W - Z U- OQ LU Z0 Qz 2 Q Z J z Q w � 2i U w O O U� O 0- 2 � U- <I- Q 0- 10' MAX. SPACING WITH WIRE SUPPORT FENCE 6' MAX. SPACING WITHOUT WIRE SUPPORT FENCE ---- STEEL OR WOOD POST WITHOUTEXTRA STRENGTH FILTER FABRIC NEEDED WIRE MESH -•- /%/%%//ER// SECURELY TO UPSTREAM //�//�//�///�//� SIDE • -• //////// // /// //".."00000000 Fill CHANGE NO. 4 ° a ° ° d ° a NOTES; FLOW 1. SILT FENCE SHALL BE PLACED ON SLOPE a CONTOURS TO MAXIMIZE PONDING EFFICIENCY. n d ' 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. 9" MAXIMUM RECOMMENDED STORAGE HEIGHT. 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. C I I T FFNI(`E NOT TO SCALE -STEEL OR WOOD POST 36" (1 m) HIGH MAX. PONDING HEIGHT 4"x 6" TRENCH WITH COMPACTED BACKFILL T n r nl /' I I n r T A l l N 0 T T 0 SCALE PONDING HEIGHT FLOW 314" MIN. DRAIN ROCK INICTAI I ATinNi IAIITN(IIIT TRFNICHINI(, DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 NOT TO SCALE AS -BUILT APPROVALS JESSICA NISHIURA DATE PRINCIPAL ENGINEER DATE .............. 160 9 �}—X X X X X—X X X X �\ STORM DRAIN ........................................... } CURB INLET - - x ♦ DIRECTION OF FLOW ................................ 2.0 x FIBER ROLL .............................................. 1. 8% �/ J � � GRAVEL BAGS ........................................... / /� -♦ j� SILT FENCE .............................................. x x x x— o " HABITAT FENCE ........................................ / MATERIAL USE .......................................... WM-2 STOCKPILE MANAGEMENT .......................... WM-3 ♦ / /�/ SPILL PREVENTION 8c CONTROL ............... WM-4 d / SOLID WASTE MANAGEMENT .................... Wm-5 - ��/ CONTAMINATED SOIL MANAGEMENT.......... Wiy- CONCRETE WASTE MANAGEMENT .............. Wm-8 SANITAY/SEPTIC WASTE MANAGEMENT..... Wm-9 LIQUID WASTE MANAGEMENT .................... WM-1 STORMWATER POLLUTION CONTROL B P NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1) CONCRETE WASHOUT 40 0 40 80 120 a. 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 SCALE 1"=40' WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. 2) CONSTRUCTION SITE ACCESS a. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND SILT FENCE INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS HABITAT FENCE /\\ 2ANGLE STAKE AT GRAVEL AND/OR CORRUGATED STEEL PANELS/PLATES. M,� 90 TO FACE OF SLOPE @ 15' INTERVALS 3) CONSTRUCTION VEHICLES FIBER ROLL (8" MIN. DIAMETER) LOCATION PER PLAN a. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. SILT FENCE -HABITAT FENCE C F n A n A TI O KI n F ��//\%/ 4) EROSION CONTROL 1 2' BA S HIGH FIRST ROW GRAVEL FILLED HALF BURRIED� BAGS AT WEIR (TYP) PLACE ADDITIONAL GRAVEL DIRECTION OF FLOW FILLED BAGS AT WEIR/�/`� /' WHERE APPLICABLE \\�\ tr n T1 n ni n n n I A NI /, C` I I NA n vv"" 6"x6"—W 14x 14 W.W.M. OR APPROVED ALT. SCREEN AS SAFETY BARRIER — MIN 4' WIDE SPILLWAY STORM DRAIN PIPE. SEE PLAN FOR TYPE AND LOCATION. r n T i ., n l r T C fl A n n n A n X/ n n A I KI A 0 C 1 K1 1 C T INT. DATE PUBLIC WORKS PLANNING REVIEWER INSPECTOR .TAIL ry NOT TO SCALE EROSION CONTROL MUST BE PROVIDED FOR 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. SLOPE PERCENTAGE SHEET FLOW LENGTH NOT TO EXCEED 0-25% 20' 25-50% 15' OVER 50% 10' b. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. c. 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. d. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE FIBER ROLL INSTALLATION CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. NOT TO SCALE PER CASQA SE 5 e. 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. f. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING 8'(MIN.) SPACING ACTIVITIES ARE COMPLETE. FOR VEHICLE 200' MAX. ACCESS (SEE TABLE BELOW) g. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. 5) ON -SITE CONSTRUCTION MATERIAL STORAGE A DIRECTION OF CDSTREET FLOW CD CIE a. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. O O CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CD O GRAVEL BAGS (TYP.) CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. — — O W= 75% ROADBED O p O WIDTH b. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES O MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES EXCAVATED O O SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. ROADBED O O 8'(MIN.) SPACING STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND O PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. (ZD F FOR VEHICLE O I ACCESS 6) TRAINING I A I L X PLAN NOT TO SCALE FIRST ROW OF BAGS w x 20'-30' 5' 31'-40' 7' 41 '-50' 9' 51'-60' 61'-70' 1 12' NOT TO SCALE NOT TO SCALE PLANS PREPARED UNDER SUPERVISION OF DATE: 11 /09/2022 R.C.E. NO.: 73334 JESSICA NIS IURA EXP.: 12/31/22 a. 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. TO BE HALF BURIED 7) WASTE MANAGEMENT 2 BAGS(MIN.) GRAVEL BAGS (TYP.) a. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED f CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE C O WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. \// /%��/���%��i %//�\//�/ice//�\//,�//�/• b. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE 2' MAX HEIGHT S E C T10 N A -A CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OF GRAVEL BAGS DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR AT SPILLWAY NOT TO SCALE COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. STREET SUBGRADE CURB INLET BOX 4 SEE PLAN FOR TYPE STREET SLOPE INTERVAL LESS THAN 2% 200' 2% TO 4% 100, 47. TO 109% 50' MORE THAN 10% 25' c. 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. AND LOCATION d. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING NOTE; RECEPTACLES AROUND THE SITE. PROVIDE VELOCITY REDUCER IN ALL UNPAVED STREETS AT THE INTERVALS e. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. INDICATED ABOVE. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. G RAVEL BAG VELOCITY REDUCER f. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. R CQN4M NDED: APPROVED: EROSION CONTROL PLAN: 385 & 389 REQUEZA STREET LDEV-016916-2021 ICHAEL RIZIC JILLT. BANKSTON ENCINITAS, CA 92024 PRINCIPAL ENGINEER CITY ENGINEER 12/14/2022 RANCHO COASTAL HUMANE SOCIETY DATE DATE CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 SHEET 12 OF 17 z J 0 wz Up OQ W0� w(D z 0 CQz G Q �U) J z Qw I— C mw Q O \ O U0� Ow G U- zw L.L Q L.L I I I I II I I I I I I I I II I II I I -------------------------------� I I y I I 1 If O O �/ I L JIIJI ,n O O l 153.5 TIN I I� 153.5 LTW_ 149.0 TF 149.0 TF - -`�- - --- - SPLIT FACE BLOCK WALL LL SPLIT FACED PER / / ' N 150.0 TIN �' BLOCK WALL --------------- 70 7 _--_ �4" PER SDRSD 147.0 TF O O o O PER SDRSD LO o I C-2 I 152.0 TIN � ^ � ^ C-4 Ki � MAX. H=3.2' 148.0 TF MAX. H=5.5' `n `t^ O I I \\ 152.0 TW CLINIC 1148.0 TF P=148.0 o o / ) I 150.0 TIN / 147.5 TF / / + -�� -\ 149.0 TW 149.0 TIN / (� ____ / 146.5 TF ��- _-P--�P=i _ _� .�� I 14 . TF _ _ 1 - �__- / �� _' _ 11 / / L /; _-- ----� -__� _ _�-__-�-- � 146.0 TF I 0 T2+_0u_ 13+00 4 00 1 // /� 15+00 16+00 I / --�-- -t1+�- - - - - _ _ c� SPLIT FACED R / \ - ' ~ E- i- �- P BLOCK WALL PER _ O O o / / f' PER SDRSD C-1 / 1I] oo I / / LOAD V® 48.5 TF _ 1. 11 I.Q J-II- � �•� ('� O � �' O �1! / i cuts eves Evcs-suss Svcs Svcs �e cis - d- d- �1- 1- �i' �G1 ' I = v i - 146.0 TF d "._' / / o MAX. H=2.0 - - - -- 1L - - SPLIT FACED BLOCK WALL PER - ' i 43.0 TW i i\ / % \ .cE �j,, 0 PER SDRSD C-1 (MAX. H=3.0 j- - I - i �i '� - -/-�4, \ 150.0 TIN _ I^ ---�- i�i' 4 \ / a 135.0 TF-� STRUCTURAL SPLIT FACE N I _ BLOCK WALL K 9 E I , 142.0 TW PER BLDC-021698-2022 \ _ f� �g / I OFFICE F C -� 138.0 FG MAX. H -9' � / / P=146.0 11ARNIN G i 135.0 TF CENTER 142.0 TN - - - P=146.2 I 142.0 FG PLANTABLE VERDURA I 140.0 TF 1 1 W I < 142.5 TW �I� 1\ / �� �j ✓``r WALL PER 142.0 FG BLDC 021698-2022 I I 137.0 TF 142.0 TW I I 142.5 TIN \ D yTr- 14 1. 0 FG 38.0 FG B 138. 0 TW 137. 0 TF MAX. H=5. 0' ICI I�N/r 136.9 FG I I 142.0 TW I SAS .�F/ I W I _ � � •6 I 137.0 FG / 136.0 TF 138.0 TW I �\ _ 133.0 FG / STEP TW EVENLY W TN I 137.5 TW O 40 V I 137. 0 TW 137.0 FG 1350 FG 136.0 TF I I I I I I 11 I I I I o� to i IN l 134.0 TF SPLIT FACED BLOCK v �\ WALL PER PER SDRSD C-1 STEP TW && TF EVENLY =r \ \ o'cr 133.5 TW J w T 133.5 FG _ 132.0 TF i MAX. H=8.5'�j �\ I N 1 I No. 73334 Exp. 12/31 /22 O 0 40 0 40 80 120 SCALE 1 "= 40' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJIVIVCU OT. Uf[NVVIV Di. l flCl�lN. oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. S.L./J.N. S.L. J.N. DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE:11/09/2022� R.C.E. NO.: 73334 t JESSICA NI HIURA EXP.: 12/31/22 RECQK4M NDED: APPROVED: �� �f�n ICHAEL RIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE RETAINING WALL PLAN: 385 & 389 REQUEZA STREET ENCINITAS, CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS JESSICA NISHIURA DATE PLANNING REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 13 OF 17 z J V LUz Up OQ Lu z0 CQz G Q U) J z Q w C U w Q O \ O U0� 0 0C- G U- Q I- Q as- - _ I— — — — — — as — I I II — UTILITY EASEMENT 2006-0194736 1 1 I I 1 1 £ EXISTING 2" PUBLIC 1 1 1 3 I WATER LATERAL FS FS FS Fs M /M 1 1 M M M M 1 I I I 1 1 1 3 — -- --- --- 1 1 PROPOSED CONN CTION WET TAP CONNECTION TO EXISTING 8 EWER, PER SHEET 10 1 1 PER SHEET IE=139.95 s s s 1 1 w w II 1 1 I \ II w° 1 1 1 I II =5 r- rn SERVICE BACKFLOW EXISTING 8" I 1 I EXISTING FIRE Ld \ 1 w o PUBLIC SEWER LINE PROPOSED 4" 1 1 o PRIVATE FIRE FIRE, TOP=139.8' (APPROX). 11 11 :D SERVICE FIRE, IE=139.5' (APPROX). 1 1 I EXISTING 30" STORM DRAIN I I FS FS 1 1 GENERAL NOTE: FS FS FS II 1 FS ALL EXISTING UTILITIES, PROPOSED 4" I I PREPACKAGE LIFT STATION, E/ONE I 1 PROTECT IN PLACE PRIVATE SEWER I I 125" FMTOP13820' MODEL#W SERIES QUADPLEXH=174"I d I PROPOSED LATERAL, S=2% MIN. EXISTING 4" ., = ., , PRIVATE I PARKING FIRE SERVICE TO BE PROPOSED PRIVATE 1.25" PVC COD=108" (THREE PUMPS SUPPLIED) 1 I ISLAND ABANDONED SCH 40 FORCE MAIN AND FIRE, TOP=139.8' (APPROX). 1 FITTINGS, SOLVENT WELDED. FIRE, IE=139.5' (APPROX). 1 WRAPPED WITH PLASTIC I SEWER WARNING TAPE 1 FS FS 1.25" FM, TOP=138.20' I rENCLOSURE EX.30" RCP, FL=132.41' FS Fs EX.30" RCP, BOP=132.11' IE=14 .2 PROPOSED 4" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FS 1 4" SEWER, TOP=131.11' O PROPOSED VALVE BOX4" SEWER, IE=130.78' PRIVATE SEWER PROPOSED 4" SEWER °FOR E-ONE STAINLESS MH#2 PER , _ L \ LATERAL, S=2% MIN. CLEANOUT, TRAFFIC 1.25" FM TOP, ���`� STEEL LATERAL KIT SDRSD SM-01 / i RATED PER SDRSD SC-1 TOP=141.00 / / ° ° ° - < < > AND VALVE BOX00 °°0000 °°o \\ /O < , > > 1.25" FM TOP, TOP=138.2IODOR VE OHOGAL FOREAPPROV DR WITH ETALPROPOSED4" a °_ / \II » 00o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ —-- o ,� < �. 1.25 FM BTM, TOP=132.6AL) SEE DETAIL ON SHEET 15 PRIVATE SEWER oo o ----- —--__--_______ __—__— < < IILATERAL, S=2% MIN. ° °o°°° ° ° / _=__-------a- --_------- °o ° / / IE=140.35 i ; ------ — — --- ---- \ ------ \ \ / TRANSIT ON FROM " 1.25" FM, TOP=132.60' d — — — — — — 1.25 FM, 1 1 10 X20 CONCRETE METER � > > > 4" SEWER LATERAL, IE=129.8�5' \ BOX WITH LID FOR CONDUIT, FORCE MAIN TO > — — GRAVITY SEWER TOP=138.20' PROPOSED <� < E E E PER ELECTRICAL PLAN > 1 1Elti —� PROPOSED VA L - I \ E-ONE STAINLESS TEE F \ 1 2" SPARE ELECTRICAL PROPOSED CURB LATERAL KIT AND VALVE BOX E E E E CONDUIT FOR FUTURE USE, E 1.25" FM TOP, TOP=138.20' E E �- E � E CAPPED AT EACH END, E E —� PER ELECTRICAL PLAN . - 1.25" FM BTM, TOP=132.60' 4_' \ a 1.25" FM, TOP=132.81' CONDUITS PER I 11 11 C° Y MANUFACTURER 2" PVC SCH40 VENT I TO DEDICATED 60A REQUIREMENTS PIPE, SLOPE 1.0% 1 1 SERVICE, PER 4 BACK TO WET WELL 1 1 1 ELECTRICAL PLAN PRECAST CONCRETE TOP SLAB, 6'-0" x 6'-0" INNER 4 PROPOSED PEDESTAL MOUNTED ------------------------------------------------ n DIMENSIO.1, MINIMUM 6" WALLS AND TOP. VAULT SUPPLIER TO PREPACKAGE LIFT STATION CONTROL PANELS E/ONE T260, � ------------------------------ ci CAL CATIONS FOR REQUIRED THICKNESS OF WALLS, SEE DETAIL ON SHEET 15 / FLOORS, AND TOP SLAB TO S 0 LOAD. COAT ALL VAULT TO SOIL SURFACES WITH CONCRETE CURING COMPOUND. 1 1 �� Cj SEAL JOINTS WITH WATERPROOF MASTIC. UTILITY VAULT, OR EQUAL. r ALUMINUM CHECKER PLATE, FULL 6'-0" x 6'-0" HATCH j - OPENING (CONFIRM WITH PUMP SUPPLIER), TWO LEAF, CHANNEL FRAME, SPRING ASSISTED, HINGED COVER, RATED FOR H2O LOAD. THE COVER SHALL BE SEGMENTED INTO TWO PANELSEASEME4T AS INDICATED ON THE DRAWINGS. EACH PANEL SHALL HAVE SPRING ASSISTED OPENING MECHANISM WITH 316 STAINLESS / 1 1 1 UT2p05-0812pA STEEL HARDWARE REQUIRING A MAXIMUM OF 40 LB PULL TO Q OPEN. PANELS SHALL HAVE AUTOMATIC POSITIVE HOLD -OPEN / I MECHANISM. PROVIDE A SINGLE, HINGED ACCESS, RECESSED Q LOCKING HASP CAPABLE OF SECURING AND LOCKING PANELS. s \ 1 ° as 1 d 1 — — as 1 1 1 1 1 1 1 PRIVATE LIFT STATION PLAN11 11 z SCALE: 3/8" = 1'-0" 1 0 1 2 3 4 �' _ __ _ sD FEET i 1� II SCALE: 3/8" = 1'-0" �I Underground Service Alert �o QROFESSIp,�, 1 1 � 2 J o C" nwm ym m Lw DEXTER WILSON ENGINEERING, INC. 11 11 9 CALL TOLL FREE \ No. C77025 �, A I I 1-800422-4133 \ CONSULTING ENGINEERS \ \ Exp. 12�31�22 * 22 2234 FARADAY AVENUE 1 d 1 � l 4e, or CAL E��NX CAR760) D, 442 CA 008 11 II J nro w m�s too me n \ i DESIGNED BY: DRAWN BY: I CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS NJF DLw NJF ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. n DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. INT. DATE PLANS PREPARED UNDER SUPERVISION OF R M LADED: APPROVED: 385 & 389 REQUEZA STREET SET2" BRASS DISC, IN NORTHWEST CORNER OF PUBLIC WORKS DATE: 11/10/22 �� �A/�� �j����� CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE NATALIE J. FRASCHETTI DATE Of ENCINITAS CA 92024 LDEV-016916-2021 i DRIVE WEST ON 1-5 AT THE NORTHEAST RETURN INTO PLANNING ICHAEL TRIZIC JILL T. BANKSTON R.C.E. NO.: C77025 PRINCIPAL ENGINEER CITY ENGINEER RANCHO COASTAL HUMANE SOCIETY SCRIPPS MEMORIAL HOSPITAL, ENCINITAS REVIEWER44_-6� 12/13/2022 12/14/2022 ELEVATION: 173.376' DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR N ALIE J. RASCHETTI EXP.: 12/31/22 DATE DATE CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 SHEET 14 OF 17 z Q —z U- OQ �or_, LLJ 0 zo Q �z IU) Qz LLJ U�W Q> DO U0L, 00- I:E U- z� Q �Q i 3 a) 0 Y D n x D r Q J Q n N :.J I I J �I oLL_ CONCRETE PAD PER ENCLOSURE REQUIREMENTS C4x5.4 NOTES: 1. STEEL COMPONENTS OF THE ASSEMBLY SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION. 2. CONTRACTOR TO PROVIDE STRUCTURAL CALCS FOR PAD CONCRET ENCLOSU REQUIRD 2" PVC SCf 90—DEG EL SOLVENT WI 2" PVC SCH 40 Pir1=, SOLVENT WELDED, SLOPE=1% TO WET WELL WIDTH TO SUIT EQUIP. ,� RADIUS ALL CORNERS AND FILE SMOOTH ,,— 1 /8" THICK ALUMINUM BACKPLATE (SIZE TO SUIT) BOLT TO CHANNEL WITH 316 S.S. BOLTS WELD TO BASEPLATE WITH 3/16 WELD ALL AROUND 5/8" x 4" 316 S.S. ANCHOR BOLTS WITH DOUBLE NUTS, 3" EMBEDMENT MIN. (TYP.) 6" x 6" x 3/8" STEEL BASE PLATE FABRICATED TO PROVIDE CLEARANCE FOR CONDUIT RISERS; FIELD CUTTING OR WELDING NOT ACCEPTABLE CONTROL PANEL PEDESTAL DETAIL Underground Service Alert o ca aww YOU DIG CALL TOLL FREE 1-800 422-4133 m RIM D►Y9 BUM YOU mG NO SCALE SECTION " "x12" SS EXPANDED ENCLOSURE. SEE CATIONS. ASSIVE WET WELL CARBON FILTER (ODOR HOG OR OVED EQUAL) VC SCH 40 PIPE, 'ENT WELDED 2" PVC SCH 40 PIPE, SOLVENT WELDED WET WELL VENT DETAIL NO SCALE MH#2 PER SDRSD SM-01. RIM EL=144.02' PER SHEET 10 � a a: e. d; 'a _; a . .. ,. ..d' , .. IE OUT=140.25 PLAN ''^f'1r'mc_ PAD URE -MENTS —0" IE IE IN=140.35 PROPOSED 4" — PRIVATE SEWER, S=2% MIN. 12"x12"x12" SS EXPANDED METAL ENCLOSURE WITH LOCKING HASP 2" PASSIVE WET WELL CARBON VENT FILTER (ODOR HOG OR APPROVED EQUAL) PRECAST CONCRETE TOP SLAB, 7'-0" x 7'-0" OUTER DIMENSION (TO MATCH SIZE OF VAULT) WITH OPENING FOR ACCESS HATCH CENTERED ON VAULT SHAFT BELOW. VAULT SUPPLIER TO SUBMIT CALCULATIONS FOR REQUIRED THICKNESS OF WALLS, FLOORS AND TOP SLAB TO SUPPORT H2O LOAD. COAT ALL VAULT TO SOIL SURFACES WITH CONCRETE CURING COMPOUND. SEAL JOINTS WITH WATERPROOF MASTIC. UTILITY VAULT, OR EQUAL. VALVE BOX FOR E—ONE — STAINLESS STEEL LATERAL KIT AND VALVE BOX (TYPICAL OF 2) SLOPE ASPHALT AWAY FROM ALL OPENINGS TO MINIMIZE PROPOSED 4" SEWER CLEANOUT, RUNOFF, TYP. / TRAFFIC RATED PER SDRSD SC-1 1.25" FM, TOP=138.20' TRANSITION FROM FORCE MAIN TO GRAVITY SEWER 1.25" FM, TOP=141.00' " 1.25" FM, TOP=138.20' 1.25 PVC SCH40 WYE, CONNECTION POINT OF DIRECT BURY POWER/ALARM THE 2 FORCE MAINS CABLE TO CONTROL PANEL CONTRACTOR TO SUBMIT BACKFILL FOR APPROVAL. BACKFILL SHALL BE UP TO 3' BELOW TOP OF FIBERGLASS WETWELL. PRECAST CONCRETE TOP SLAB, 6'0" X 6'-0" INNER DIMENSION. VAULT SUPPLIER TO SUBMIT CALCULATIONS FOR REQUIRED THICKNESS OF WALLS, FLOORS, AND TOP SLAB TO SUPPORT H2O LOAD. COAT ALL VAULT TO SOIL SURFACES WITH CONCRETE CURING COMPOUND. SEAL JOINTS WITH WATER PROOF MASTIC. UTILITY VAULT, OR EQUAL. ELECTRICAL LOAD CALCS COMPONENT LOAD P1 8A P2 8A P3 8A P4 (FUTURE) 8A GFCI 15A 25% LARGEST MOTOR 4A TOTAL 51A QROFESSIp„� Lw No. C77025 A * Exp. 12/31 /22 �IVItip' qrF of CALZFO�� 1.25" FM, TOP=132.6' PREPACKAGE LIFT STATION, E/ONE — MODEL#W SERIES QUADPLEX, H=174", PROPOSED GRADE EL=143.21' 5'-0" DIA. ALUMINUM CHECKER PLATE, FULL 6'-0" x 6'-0" OPENING (CONFIRM WITH PUMP SUPPLIER), TWO LEAF, CHANNEL FRAME, SPRING ASSISTED, HINGED COVER, RATED FOR H2O LOAD. THE COVER SHALL BE SEGMENTED INTO TWO PANELS AS INDICATED ON THE DRAWINGS. EACH PANEL SHALL HAVE SPRING ASSISTED OPENING MECHANISM WITH 316 STAINLESS STEEL HARDWARE REQUIRING A MAXIMUM OF 40 LB PULL TO OPEN. PANELS SHALL HAVE AUTOMATIC POSITIVE HOLD —OPEN MECHANISM. PROVIDE A SINGLE, HINGED ACCESS, RECESSED LOCKING HASP CAPABLE OF SECURING AND LOCKING PANELS. SLOPE ASPHALT AWAY FROM HATCH, ALL AROUND 3"-6" CLEAR BELOW HATCH TOP OF WW, EL=141.60' Lo 2" VENT PIPE (SHOWN OUT 3" DIA. CORE HOLE DRILL OF ROTATION FOR CLARITY) EXISTING 4" FIRE SERVICE (ASSUMED 3.5' U � DEPTH) CONTRACTOR TO FIELD VERIFY 1.25" FM, TOP=138.20' (SHOWN OUT OF ROTATION FOR CLARITY) 12" COD=108" (THREE PUMPS SUPPLIED) ALARM LEVEL, EL=129.25' _ PUMP ON, EL=128.59' _ Q.` PUMP OFF, EL=128.25'3" MIN. d BTM OF WW, EL=127.10' da PROPOSED PEDESTAL MOUNTED PREPACKAGE LIFT STATION CONTROL PANEL E/ONE T260, SEE DETAIL THIS SHEET DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 2234 FARADAY AVENUE CARLSBAD, CA 92008 (760) 438-4422 6" MIN. THICK LAYER — OF 3/4" CRUSHED ROCK PUMP CONTROL PANEL In■© TO W W SEWER 3 _ 3 LIFT STATION CLR. MIN. — PROPOSED PRIVATE 1.25" PVC SCH 40 FORCE MAIN AND FITTINGS, SOLVENT WELDED — PROPOSED PRIVATE 1.25" PVC SCH 40 FORCE MAIN AND FITTINGS, SOLVENT WELDED 1.25" FM, TOP=132.6' — 2" DIA. CORE HOLE DRILL, TYP OF 2 PIPE PENETRATIONS PER MANUFACTURER, TYP. 4" GRAVITY SEWER INLET, IE=129.85' 6" DIA. CORE HOLE DRILL MOUNT WET WELL TO BASE SLAB PER MANUFACTURER REQUIREMENTS 16" CONCRETE BASE, TYPE V CONCRETE, 4,500 psi CONCRETE MIX #4 BAR AT 12" O.C., EACH WAY, TOP AND BOTTOM PRIVATE LIFT STATION SECTION SCALE: 3/8" = 1'-0" PRIVATE LIFT STATION ELECTRICAL DETAIL NO SCALE DEDICATED 60A CIRCUIT BREAKER PER PUMP MANUFACTURER REQUIREMENT AND ELECTRICAL PLANS POWER CONDUIT AND WIRE SIZED BY OTHERS 1 0 1 2 3 4 FEET SCALE: 3/8" = 1'—O" i 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. NJF DLW NJF DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/10/22 R.C.E. NO.: C77025 MkTALIE J. RASCHETTI EXP.: 12/31/22 R M LADED: APPROVED: �� ICHAEL TRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE 385 & 389 REQUEZA STREET ENCINITAS CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS NATALIE J. FRASCHETTI DATE PLANNING i REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR r SHEET 15 OF 17 �I E-ONE GRINDER PUMP STATION SPECIFICATIONS 1. GENERAL 1.1 GENERAL DESCRIPTION: THE MANUFACTURER SHALL FURNISH COMPLETE FACTORY -BUILT AND TESTED GRINDER PUMP UNIT(S), EACH CONSISTING OF A GRINDER PUMP CORE(S) ALL SUITABLY MOUNTED ON AN INTEGRAL STAND OF STAINLESS STEEL, FIBERGLASS TANK, ELECTRICAL QUICK DISCONNECT (NEMA 6P), PUMP REMOVAL HARNESS, DISCHARGE ASSEMBLY/SHUT-OFF VALVE, ANTI -SIPHON VALVE/CHECK VALVE ASSEMBLY, ELECTRICAL ALARM ASSEMBLY AND ALL NECESSARY INTERNAL WIRING AND CONTROLS. FOR EASE OF SERVICEABILITY, ALL PUMP MOTOR/GRINDER UNITS SHALL BE OF LIKE TYPE AND HORSEPOWER THROUGHOUT THE SYSTEM. 1.2 SUBMITTALS: AFTER NOTICE TO PROCEED, THE MANUFACTURER SHALL FURNISH ELECTRONIC SHOP DRAWINGS DETAILING THE EQUIPMENT TO BE FURNISHED INCLUDING DIMENSIONAL DATA AND MATERIALS OF CONSTRUCTION. THE MANUFACTURER SHALL PROCEED WITH FABRICATION OF THE EQUIPMENT UPON RECEIPT OF APPROVED SHOP DRAWINGS BY THE ENGINEER. 1.3 MANUFACTURER: GRINDER PUMP STATION, COMPLETE WITH ALL APPURTENANCES, SHALL BE SUPPLIED BY ENVIRONMENT ONE CORPORATION (E-ONE) GRINDER PUMP STATION MANUFACTURER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY OPERATION OF THE ENTIRE SYSTEM. THE COMPANY SHALL SUBMIT DETAILED INSTALLATION AND USER INSTRUCTIONS FOR ITS PRODUCT, SUBMIT EVIDENCE OF AN ESTABLISHED SERVICE PROGRAM INCLUDING COMPLETE PARTS AND SERVICE MANUALS, AND BE RESPONSIBLE FOR MAINTAINING A CONTINUING INVENTORY OF GRINDER PUMP REPLACEMENT PARTS. 1.5 OPERATING CONDITIONS: THE PUMPS SHALL BE CAPABLE OF DELIVERING 15 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 0 FEET (0 PSIG), 11 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 92 FEET (40 PSIG), AND 7.8 GPM AGAINST A RATED TOTAL DYNAMIC HEAD OF 185 FEET (80 PSIG). THE PUMP(S) MUST ALSO BE CAPABLE OF OPERATING AT NEGATIVE TOTAL DYNAMIC HEAD WITHOUT OVERLOADING THE MOTOR(S). 1.6 WARRANTY: THE GRINDER PUMP MANUFACTURER SHALL PROVIDE A PARTS AND LABOR WARRANTY ON THE COMPLETE STATION AND ACCESSORIES, INCLUDING, BUT NOT LIMITED TO, THE CONTROL PANEL, FOR A PERIOD OF 24 MONTHS AFTER NOTICE OF OWNER'S ACCEPTANCE, BUT NO GREATER THAN 27 MONTHS AFTER RECEIPT OF SHIPMENT. ANY MANUFACTURING DEFECTS FOUND DURING THE WARRANTY PERIOD WILL BE REPORTED TO THE MANUFACTURER BY THE OWNER AND WILL BE CORRECTED BY THE MANUFACTURER AT NO COST TO THE OWNER. 2. PRODUCT 2.1 SYSTEM EQUIPMENT: THE E-ONE PUMP SYSTEM SHALL CONSIST OF THE FOLLOWING EQUIPMENT: 1. IN SERIES QUADPLEX STATION (OUTFITTED) WITH THREE PUMPS. WET WELL DEPTH SHALL BE COORDINATED WITH THE DEPTH OF THE 4" INFLUENT SEWER AND HATCH CLEARANCE. 2. TWO STAINLESS STEEL LATERAL KITS COMPRISING A VALVE CURB STOP, CHECK VALVE, AND VALVE CAN. 3. E/ONE T260 CONTROL PANEL AND ALARMS. 2.2 PUMP: THE PUMP SHALL BE A CUSTOM DESIGNED, INTEGRAL, VERTICAL ROTOR, MOTOR DRIVEN, SOLIDS HANDLING PUMP OF THE PROGRESSING CAVITY TYPE WITH A SINGLE MECHANICAL SEAL. DOUBLE RADIAL 0-RING SEALS ARE REQUIRED AT ALL CASTING JOINTS TO MINIMIZE CORROSION AND CREATE A PROTECTIVE BARRIER. ALL PUMP CASTINGS SHALL BE CAST IRON, FULLY EPDXY COATED TO 8-10 MIL NOMINAL DRY THICKNESS, WET APPLIED. THE ROTOR SHALL BE THROUGH -HARDENED, HIGHLY POLISHED, PRECIPITATION HARDENED STAINLESS STEEL. THE STATOR SHALL BE OF A SPECIFICALLY COMPOUNDED ETHYLENE PROPYLENE SYNTHETIC ELASTOMER. THIS MATERIAL SHALL BE SUITABLE FOR DOMESTIC WASTEWATER SERVICE. ITS PHYSICAL PROPERTIES SHALL INCLUDE HIGH TEAR AND ABRASION RESISTANCE, GREASE RESISTANCE, WATER AND DETERGENT RESISTANCE, TEMPERATURE STABILITY, EXCELLENT AGING PROPERTIES, AND OUTSTANDING WEAR RESISTANCE. BUNA-N IS NOT ACCEPTABLE AS A STATOR MATERIAL BECAUSE IT DOES NOT EXHIBIT THE PROPERTIES AS OUTLINED ABOVE AND REQUIRED FOR WASTEWATER SERVICE. 2.3 GRINDER: THE GRINDER SHALL BE PLACED IMMEDIATELY BELOW THE PUMPING ELEMENTS AND SHALL BE DIRECT -DRIVEN BY A SINGLE, ONE-PIECE MOTOR SHAFT. THE GRINDER IMPELLER (CUTTER WHEEL) ASSEMBLY SHALL BE SECURELY FASTENED TO THE PUMP MOTOR SHAFT BY MEANS OF A THREADED CONNECTION ATTACHING THE GRINDER IMPELLER TO THE MOTOR SHAFT. ATTACHMENT BY MEANS OF PINS OR KEYS WILL NOT BE ACCEPTABLE. THE GRINDER IMPELLER SHALL BE A ONE-PIECE, 4140 CUTTER WHEEL OF THE ROTATING TYPE WITH INDUCTIVELY HARDENED CUTTER TEETH. THE CUTTER TEETH SHALL BE INDUCTIVELY HARDENED TO ROCKWELL 50 - 60C FOR ABRASION RESISTANCE. THE SHREDDER RING SHALL BE OF THE STATIONARY TYPE AND THE MATERIAL SHALL BE WHITE CAST IRON. THE TEETH SHALL BE GROUND INTO THE MATERIAL TO ACHIEVE EFFECTIVE GRINDING. THE SHREDDER RING SHALL HAVE A STAGGERED TOOTH PATTERN WITH ONLY ONE EDGE ENGAGED AT A TIME, MAXIMIZING THE CUTTING TORQUE. THESE MATERIALS HAVE BEEN CHOSEN FOR THEIR CAPACITY TO PERFORM IN THE INTENDED ENVIRONMENT AS THEY ARE MATERIALS WITH WEAR AND CORROSIVE RESISTANT PROPERTIES. THIS ASSEMBLY SHALL BE DYNAMICALLY BALANCED AND OPERATE WITHOUT OBJECTIONABLE NOISE OR VIBRATION OVER THE ENTIRE RANGE OF RECOMMENDED OPERATING PRESSURES. THE GRINDER SHALL BE CONSTRUCTED SO AS TO MINIMIZE CLOGGING AND JAMMING UNDER ALL NORMAL OPERATING CONDITIONS INCLUDING STARTING. SUFFICIENT VORTEX ACTION SHALL BE CREATED TO SCOUR THE TANK FREE OF DEPOSITS OR SLUDGE BANKS WHICH WOULD IMPAIR THE OPERATION OF THE PUMP. THESE REQUIREMENTS SHALL BE ACCOMPLISHED BY THE FOLLOWING, IN CONJUNCTION WITH THE PUMP: 1. THE GRINDER SHALL BE POSITIONED IN SUCH A WAY THAT SOLIDS ARE FED IN AN UPWARD FLOW DIRECTION. 2. THE MAXIMUM FLOW RATE THROUGH THE CUTTING MECHANISM MUST NOT EXCEED 4 FEET PER SECOND. THIS IS A CRITICAL DESIGN ELEMENT TO MINIMIZE JAMMING AND AS SUCH MUST BE ADHERED TO. 3. THE INLET SHROUD SHALL HAVE A DIAMETER OF NO LESS THAN 5 INCHES. INLET SHROUDS THAT ARE LESS THAN 5 INCHES IN DIAMETER WILL NOT BE ACCEPTED DUE TO THEIR INABILITY TO MAINTAIN THE SPECIFIED 4 FEET PER SECOND MAXIMUM INLET VELOCITY WHICH BY DESIGN PREVENTS UNNECESSARY JAMMING OF THE CUTTER MECHANISM AND MINIMIZES BLINDING OF THE PUMP BY LARGE OBJECTS THAT BLOCK THE INLET SHROUD. 4. THE IMPELLER MECHANISM MUST ROTATE AT A NOMINAL SPEED OF NO GREATER THAN 1800 RPM. THE GRINDER SHALL BE CAPABLE OF REDUCING ALL COMPONENTS IN NORMAL DOMESTIC SEWAGE, INCLUDING A REASONABLE AMOUNT OF 'FOREIGN OBJECTS," SUCH AS PAPER, WOOD, PLASTIC, GLASS, HAIR, WIPES, RUBBER AND THE LIKE, TO FINELY -DIVIDED PARTICLES WHICH WILL PASS FREELY THROUGH THE PASSAGES OF THE PUMP AND THE 1-1/4" DIAMETER STAINLESS STEEL DISCHARGE PIPING. Underground Service Alert o CUL sworn YOU DIG CALL TOLL FREE 1-800 422-41, 2.4 ELECTRIC MOTOR: AS A MAXIMUM, THE MOTOR SHALL BE A 1 HP, 1725 RPM, 240 VOLT 60 HERTZ, 1 PHASE, CAPACITOR START, BALL BEARING, AIR-COOLED INDUCTION TYPE WITH CLASS F INSTALLATION, LOW STARTING CURRENT NOT TO EXCEED 30 AMPERES AND HIGH STARTING TORQUE OF 8.4 FOOT POUNDS. THE MOTOR SHALL BE PRESS -FIT INTO THE CASTING FOR BETTER HEAT TRANSFER AND LONGER WINDING LIFE. INHERENT PROTECTION AGAINST RUNNING OVERLOADS OR LOCKED ROTOR CONDITIONS FOR THE PUMP MOTOR SHALL BE PROVIDED BY THE USE OF AN AUTOMATIC -RESET, INTEGRAL THERMAL OVERLOAD PROTECTOR INCORPORATED INTO THE MOTOR. THIS MOTOR PROTECTOR COMBINATION SHALL HAVE BEEN SPECIFICALLY INVESTIGATED AND LISTED BY UNDERWRITERS LABORATORIES, INC., FOR THE APPLICATION. NON -CAPACITOR START MOTORS OR PERMANENT SPLIT CAPACITOR MOTORS WILL NOT BE ACCEPTED BECAUSE OF THEIR REDUCED STARTING TORQUE AND CONSEQUENT DIMINISHED GRINDING CAPABILITY. THE WET PORTION OF THE MOTOR ARMATURE MUST BE 300 SERIES STAINLESS. TO REDUCE THE POTENTIAL OF ENVIRONMENTAL CONCERNS, THE EXPENSE OF HANDLING AND DISPOSING OF OIL, AND THE ASSOCIATED MAINTENANCE COSTS, OIL -FILLED MOTORS WILL NOT BE ACCEPTED. PUMP OPERATION DURING INSTANCES OF POTENTIALLY DAMAGING HIGH CURRENT OR LOW VOLTAGE CONDITIONS SHALL BE INHIBITED BY AN IN -PUMP ELECTRICAL MONITORING SYSTEM THAT HAS BEEN INVESTIGATED AND LISTED BY UNDERWRITERS LABORATORIES INC. FOR THE APPLICATION. MOTOR START SHALL BE CONTROLLED BY A DC DRIVEN ELECTROMECHANICAL RELAY INTEGRATED WITHIN THE CONTROL COMPARTMENT OF THE PUMP. ELECTRICAL MONITORING SHALL ENSURE THE RELAY OPERATES RELIABLY. AC MECHANICAL CONTRACTORS FOR MOTOR START ARE SUSCEPTIBLE TO DAMAGE FROM SHORT CYCLING AND WILL NOT BE ACCEPTED. 2.5 MECHANICAL SEAL: THE PUMP/CORE SHALL BE PROVIDED WITH A MECHANICAL SHAFT SEAL TO PREVENT LEAKAGE BETWEEN THE MOTOR AND PUMP. THE SEAL SHALL HAVE A STATIONARY CERAMIC SEAT AND CARBON ROTATING SURFACE WITH FACES PRECISION LAPPED AND HELD IN POSITION BY A STAINLESS STEEL SPRING. 2.6 TANK: FIBERGLASS CONSTRUCTION. THE TANK SHALL BE A WETWELL DESIGN CONSISTING OF A SINGLE WALL, LAMINATED FIBERGLASS CONSTRUCTION. THE RESIN USED SHALL BE OF A COMMERCIAL GRADE SUITABLE FOR THE ENVIRONMENT. THE REINFORCING MATERIAL SHALL BE A COMMERCIAL GRADE OF GLASS FIBER CAPABLE OF BONDING WITH THE SELECTED RESIN. THE INNER SURFACE SHALL HAVE A SMOOTH FINISH AND BE FREE OF CRACKS AND CRAZING. THE EXTERIOR TANK SURFACE SHALL BE RELATIVELY SMOOTH WITH NO EXPOSED FIBER OR SHARP PROJECTIONS PRESENT. THE TANK WALL AND BOTTOM SHALL BE OF SUFFICIENT THICKNESS AND CONSTRUCTION TO WITHSTAND THE IMPOSED LOADING DUE TO PRESSURE EXERTED BY SATURATED SOIL LOADING AT THE MAXIMUM BURIAL DEPTH FOR EACH AVAILABLE TANK HEIGHT. ALL STATION COMPONENTS MUST FUNCTION NORMALLY WHEN EXPOSED TO 150 PERCENT OF THE MAXIMUM EXTERNAL SOIL PRESSURE AND HYDROSTATIC PRESSURES DEVELOPED AT THE SPECIFIED BURIAL DEPTH. THE TANK BOTTOM SHALL BE REINFORCED WITH A FIBERGLASS PLATE EXTENDING BEYOND THE TANK WALLS TO SUPPORT CONCRETE ANCHORING, AS REQUIRED, TO PREVENT FLOTATION PRESSURE. THE FIBERGLASS TANK AND FACTORY PENETRATIONS SHALL BE FACTORY TESTED AND GUARANTEED TO BE WATERTIGHT. THE FIBERGLASS TANK SHALL HAVE A STAINLESS STEEL DISCHARGE BULKHEAD WHICH TERMINATES OUTSIDE THE TANK WALL WITH A 1-1/4" FEMALE PIPE THREAD. THE DISCHARGE BULKHEAD SHALL BE FACTORY INSTALLED AND WARRANTED BY THE MANUFACTURER TO BE WATERTIGHT. THE TANK SHALL HAVE TWO STAINLESS STEEL DUPLEX DISCHARGE MANIFOLDS, EACH TERMINATING OUTSIDE THE TANK WALL WITH A 1-1/4" FEMALE NPT PIPE THREAD AND LOCATED 180 DEGREES FROM EACH OTHER. THE TANK SHALL BE FURNISHED WITH A FACTORY INSTALLED PVC INLET FLANGE TO ACCEPT A 4.5" OD INLET PIPE (CONTRACTOR TO VERIFY). THE TANK SHALL BE FURNISHED TO ACCEPT A 2" AIR VENT AT THE LID. THE POWER AND CONTROL CABLE SHALL CONNECT TO THE PUMP BY MEANS OF THE PROVIDED NEMA 6P ELECTRICAL QUICK DISCONNECT (EQD) AND SHALL ENTER THE TANK THROUGH A FACTORY INSTALLED WATERTIGHT STRAIN RELIEF CONNECTOR SUPPLIED BY THE MANUFACTURER. AN ELECTRICAL JUNCTION BOX SHALL NOT BE PERMITTED IN THE TANK. TANK HEIGHTS SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS AND FIELD VERIFICATIONS. 2.7 DISCHARGE HOSE AND DISCONNECT/VALVE: ALL DISCHARGE FITTINGS AND PIPING SHALL BE CONSTRUCTED OF POLYPROPYLENE, EPDM OR PVC. THE DISCHARGE HOSE ASSEMBLY SHALL INCLUDE A SHUT-OFF VALVE RATED FOR 200 PSI WOG AND A QUICK DISCONNECT FEATURE TO SIMPLIFY INSTALLATION AND PUMP REMOVAL. THE BULKHEAD PENETRATION SHALL BE FACTORY INSTALLED AND WARRANTED BY THE MANUFACTURER TO BE WATERTIGHT. 2.8 ELECTRICAL QUICK DISCONNECT: THE GRINDER PUMP CORE SHALL INCLUDE A FACTORY -INSTALLED NEMA 6P ELECTRICAL QUICK DISCONNECT (EQD) FOR ALL POWER AND CONTROL FUNCTIONS. THE EQD WILL BE SUPPLIED WITH 32' TOTAL, 25' OF USEABLE, ELECTRICAL SUPPLY CABLE (ESC) TO CONNECT TO THE ALARM PANEL. THE EQD SHALL REQUIRE NO TOOLS FOR ASSEMBLY, SEAL AGAINST WATER BEFORE THE ELECTRICAL CONNECTION IS MADE, AND INCLUDE RADIAL SEALS TO ASSURE A WATERTIGHT SEAL REGARDLESS OF TIGHTENING TORQUE. PLUG -TYPE CONNECTIONS OF THE POWER CABLE ONTO THE PUMP HOUSING WILL NOT BE ACCEPTABLE DUE TO THE POTENTIAL FOR LEAKS AND ELECTRICAL SHORTS. JUNCTION BOXES ARE NOT ACCEPTABLE DUE TO THE LARGE NUMBER OF POTENTIAL LEAK POINTS. THE EQD SHALL BE SO DESIGNED TO BE CONDUCIVE TO FIELD WIRING AS REQUIRED. 2.9 CHECK VALVE: THE PUMP DISCHARGE SHALL BE EQUIPPED WITH A FACTORY INSTALLED, GRAVITY OPERATED, FLAPPER -TYPE INTEGRAL CHECK VALVE BUILT INTO THE DISCHARGE PIPING. THE CHECK VALVE WILL PROVIDE A FULL -PORTED PASSAGEWAY WHEN OPEN, AND SHALL INTRODUCE A FRICTION LOSS OF LESS THAN 6 INCHES OF WATER AT MAXIMUM RATED FLOW. MOVING PARTS WILL BE MADE OF A 300 SERIES STAINLESS STEEL AND FABRIC REINFORCED SYNTHETIC ELASTOMER TO ENSURE CORROSION RESISTANCE, DIMENSIONAL STABILITY, AND FATIGUE STRENGTH. A NONMETALLIC HINGE SHALL BE AN INTEGRAL PART OF THE FLAPPER ASSEMBLY PROVIDING A MAXIMUM DEGREE OF FREEDOM TO ASSURE SEATING EVEN AT A VERY LOW BACK -PRESSURE. THE VALVE BODY SHALL BE AN INJECTION MOLDED PART MADE OF AN ENGINEERED THERMOPLASTIC RESIN. THE VALVE SHALL BE RATED FOR CONTINUOUS OPERATING PRESSURE OF 235 PSI. BALL -TYPE CHECK VALVES ARE UNACCEPTABLE DUE TO THEIR LIMITED SEALING CAPACITY IN SLURRY APPLICATIONS. 2.10 ANTI -SIPHON VALVE: THE PUMP DISCHARGE SHALL BE EQUIPPED WITH A FACTORY -INSTALLED, GRAVITY -OPERATED, FLAPPER -TYPE INTEGRAL ANTI -SIPHON VALVE BUILT INTO THE DISCHARGE PIPING. MOVING PARTS WILL BE MADE OF 300 SERIES STAINLESS STEEL AND FABRIC -REINFORCED SYNTHETIC ELASTOMER TO ENSURE CORROSION RESISTANCE, DIMENSIONAL STABILITY, AND FATIGUE STRENGTH. A NONMETALLIC HINGE SHALL BE AN INTEGRAL PART OF THE FLAPPER ASSEMBLY, PROVIDING A MAXIMUM DEGREE OF FREEDOM TO ENSURE PROPER OPERATION EVEN AT A VERY LOW PRESSURE. THE VALVE BODY SHALL BE INJECTION -MOLDED FROM AN ENGINEERED THERMOPLASTIC RESIN. HOLES OR PORTS IN THE DISCHARGE PIPING ARE NOT ACCEPTABLE ANTI -SIPHON DEVICES DUE TO THEIR TENDENCY TO CLOG FROM THE SOLIDS IN THE SLURRY BEING PUMPED. THE ANTI -SIPHON PORT DIAMETER SHALL BE NO LESS THAN 60% OF THE INSIDE DIAMETER OF THE PUMP DISCHARGE PIPING. 2.11 CORE UNIT: THE GRINDER PUMP STATION SHALL HAVE AN EASILY REMOVABLE CORE ASSEMBLY CONTAINING PUMP, MOTOR, GRINDER, ALL MOTOR CONTROLS, CHECK VALVE, ANTI -SIPHON VALVE, ELECTRICAL QUICK DISCONNECT AND WIRING. THE WATERTIGHT INTEGRITY OF THE CORE UNIT SHALL BE ESTABLISHED BY 100% FACTORY TEST AT A MINIMUM OF 5 PSIG. QROFESSIp„� 17 No. C77025 - A * Exp. 12/31 /22 CIVtip' qrF pF CAL1111 2.12 CONTROLS: ALL NECESSARY MOTOR STARTING CONTROLS SHALL BE LOCATED IN THE CAST IRON ENCLOSURE OF THE CORE UNIT SECURED BY STAINLESS STEEL FASTENERS. LOCATING MOTOR STARTING CONTROLS IN A PLASTIC ENCLOSURE IS NOT ACCEPTABLE. WASTEWATER LEVEL SENSING CONTROLS SHALL BE HOUSED IN A SEPARATE ENCLOSURE FROM MOTOR STARTING CONTROLS. LEVEL SENSOR HOUSING MUST BE SEALED VIA A RADIAL TYPE SEAL; SOLVENTS OR GLUES ARE NOT ACCEPTABLE. LEVEL SENSING CONTROL HOUSING MUST BE INTEGRALLY ATTACHED TO PUMP ASSEMBLY SO THAT IT MAY BE REMOVED FROM THE STATION WITH THE PUMP AND IN SUCH A WAY AS TO MINIMIZE THE POTENTIAL FOR THE ACCUMULATION OF GREASE AND DEBRIS ACCUMULATION, ETC. LEVEL SENSING HOUSING MUST BE A HIGH -IMPACT THERMOPLASTIC COPOLYMER OVER -MOLDED WITH A THERMO PLASTIC ELASTOMER. THE USE OF PVC FOR THE LEVEL SENSING HOUSING IS NOT ACCEPTABLE. NON -FOULING WASTEWATER LEVEL CONTROLS FOR CONTROLLING PUMP OPERATION SHALL BE ACCOMPLISHED BY MONITORING THE PRESSURE CHANGES IN AN INTEGRAL AIR COLUMN CONNECTED TO A PRESSURE SWITCH. THE AIR COLUMN SHALL BE INTEGRALLY MOLDED FROM A THERMOPLASTIC ELASTOMER SUITABLE FOR USE IN WASTEWATER AND WITH EXCELLENT IMPACT RESISTANCE. THE AIR COLUMN SHALL HAVE ONLY A SINGLE CONNECTION BETWEEN THE WATER LEVEL BEING MONITORED AND THE PRESSURE SWITCH. ANY CONNECTIONS ARE TO BE RADIAL SEALED WITH REDUNDANT 0-RINGS. THE LEVEL DETECTION DEVICE SHALL HAVE NO MOVING PARTS IN DIRECT CONTACT WITH THE WASTEWATER AND SHALL BE INTEGRAL TO THE PUMP CORE ASSEMBLY IN A SINGLE, READILY -EXCHANGED UNIT. DEPRESSING THE PUSH TO RUN BUTTON MUST OPERATE THE PUMP EVEN WITH THE LEVEL SENSOR HOUSING REMOVED FROM THE PUMP. ALL FASTENERS THROUGHOUT THE ASSEMBLY SHALL BE 300 SERIES STAINLESS STEEL. HIGH-LEVEL SENSING WILL BE ACCOMPLISHED IN THE MANNER DETAILED ABOVE BY A SEPARATE AIR COLUMN SENSOR AND PRESSURE SWITCH OF THE SAME TYPE. CLOSURE OF THE HIGH-LEVEL SENSING DEVICE WILL ENERGIZE AN ALARM CIRCUIT AS WELL AS A REDUNDANT PUMP -ON CIRCUIT. FOR INCREASED RELIABILITY, PUMP ON/OFF AND HIGH-LEVEL ALARM FUNCTIONS SHALL NOT BE CONTROLLED BY THE SAME SWITCH. FLOAT SWITCHES OF ANY KIND, INCLUDING FLOAT TREES, WILL NOT BE ACCEPTED DUE TO THE PERIODIC NEED TO MAINTAIN (RINSING, CLEANING) SUCH DEVICES AND THEIR TENDENCY TO MALFUNCTION BECAUSE OF INCORRECT WIRING, TANGLING, GREASE BUILDUP, AND MECHANICAL CORD FATIGUE. TO ASSURE RELIABLE OPERATION OF THE PRESSURE SWITCHES, EACH CORE SHALL BE EQUIPPED WITH A FACTORY INSTALLED EQUALIZER DIAPHRAGM THAT COMPENSATES FOR ANY ATMOSPHERIC PRESSURE OR TEMPERATURE CHANGES. TUBE OR PIPING RUNS OUTSIDE OF THE STATION TANK OR INTO TANK -MOUNTED JUNCTION BOXES PROVIDING PRESSURE SWITCH EQUALIZATION WILL NOT BE PERMITTED DUE TO THEIR SUSCEPTIBILITY TO CONDENSATION, KINKING, PINCHING, AND INSECT INFESTATION. THE GRINDER PUMP WILL BE FURNISHED WITH A 6 CONDUCTOR 14 GAUGE, TYPE SJOW CAPBLE, PRE -WIRED AND WATERTIGHT TO MEET UL REQUIREMENTS WITH A FACTORY INSTALLED NEMA 6P EQD HALF ATTACHED TO IT. 2.13 STAINLESS STEEL CURB STOP/CHECK VALVE ASSEMBLY (UNI-LATERAL): THE CURB STOP SHALL BE PRESSURE TIGHT IN BOTH DIRECTIONS. THE BALL VALVE ACTUATOR SHALL INCLUDE POSITION STOP FEATURES AT THE FULLY OPENED AND CLOSED POSITIONS. THE CURB STOP/CHECK VALVE ASSEMBLY SHALL BE DESIGNED TO WITHSTAND A WORKING PRESSURE OF 235 PSI. THE STAINLESS STEEL CHECK VALVE SHALL BE INTEGRAL WITH THE CURB STOP VALVE. THE CHECK VALVE WILL PROVIDE A FULL -PORTED 1-1/4" PASSAGEWAY AND SHALL INTRODUCE MINIMAL FRICTION LOSS AT MAXIMUM RATED FLOW. THE FLAPPER HINGE DESIGN SHALL PROVIDE A MAXIMUM DEGREE OF FREEDOM AND ENSURE SATING AT LOW BACK PRESSURE. ENGINEERED THERMOPLASTIC FITTINGS - ALL PLASTIC FITTING COMPONENTS ARE TO BE IN COMPLIANCE WITH APPLICABLE ASTM STANDARDS. ALL PIPE CONNECTIONS SHALL BE MADE USING COMPRESSION FITTING CONNECTIONS INCLUDING A BUNA-N 0-RING FOR SEALING TO THE OUTSIDE DIAMETER OF THE PIPE. A SPLIT -COLLET LOCKING DEVICE SHALL BE INTEGRATED INTO ALL PIPE CONNECTION FITTINGS TO SECURELY RESTRAIN THE PIPE FROM HYDRAULIC PRESSURE AND EXTERNAL LOADING CAUSED BY SHIFTING AND SETTLING. CURB BOXES - CURB BOXES SHALL BE CONSTRUCTED OF ABS, CONFORMING TO ASTM-D 1788. LID TOP CASTING SHALL BE CAST IRON, CONFORMING TO ASTM A-48 CLASS 25, PROVIDING MAGNETIC DETECTABILITY, AND BE PAINTED BLACK. ALL COMPONENTS SHALL BE INHERENTLY CORROSION RESISTANT TO ENSURE DURABILITY IN THE GROUND. CURB BOXES SHALL PROVIDE HEIGHT ADJUSTMENT DOWNWARD (SHORTER) FROM THEIR NOMINAL HEIGHT. HIGH DENSITY POLYETHYLENE PIPE (SUPPLIED BY OTHERS) - PIPE SHALL HAVE A WORKING PRESSURE OF 160 PSI MINIMUM AND SHALL BE CLASSIFIED SDR PER ASTM D 3035. PIPE DIMENSIONS - THE SDR (STANDARD DIMENSION RATIO) OF THE PIPE SUPPLIED SHALL BE AS SPECIFIED BY THE SPECIFYING ENGINEER. SDR 7, 9, AND 11 FITTINGS ARE AVAILABLE FROM THE MANUFACTURER. FACTORY TEST - THE STAINLESS STEEL, COMBINATION CURB STOP/CHECK VALVE COMPONENT SHALL BE 100 PERCENT HYDROSTATICALLY TESTED TO 150 PSI IN THE FACTORY. CONSTRUCTION PRACTICES - PIPE SHALL BE STORED ON CLEAN, LEVEL GROUND TO PREVENT UNDUE SCRATCHING OR GOUGING OF THE PIPE. IF THE PIPE MUST BE STACKED FOR STORAGE, SUCH STACKING SHOULD BE IN ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. THE PIPE SHOULD BE HANDLED IN SUCH A MANNER THAT IT IS NOT DAMAGED BY BEING DRAGGED OVER SHARP OBJECTS OR CUT BY CHOKERS OR LIFTING EQUIPMENT. SEGMENTS OF PIPE HAVING CUTS OR GOUGES IN EXCESS OF 10 PERCENT OF THE WALL THICKNESS OF THE PIPE SHALL BE CUT OUT AND REMOVED. THE UNDAMAGED PORTIONS OF THE PIPE SHALL BE REJOINED USING THE BUTT FUSION JOINING METHOD. SECTIONS OF POLYETHYLENE PIPE SHOULD BE JOINED INTO CONTINUOUS LENGTHS ON THE JOB SITE ABOVE GROUND. THE JOINING METHOD SHALL BE THE BUTT -FUSION METHOD AND SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE PIPE MANUFACTURER'S RECOMMENDATIONS. THE BUTT -FUSION EQUIPMENT USED IN THE JOINING PROCEDURE SHALL BE CAPABLE OF MEETING ALL CONDITIONS RECOMMENDED BY THE PIPE MANUFACTURER, INCLUDING, BUT NOT LIMITED TO, FUSION TEMPERATURE, ALIGNMENT, AND FUSION PRESSURE. FUSED SEGMENTS OF PIPE SHALL BE HANDLED SO AS TO AVOID DAMAGE TO THE PIPE. WHEN LIFTING FUSED SECTIONS OF PIPE, CHAINS OR CABLE -TYPE CHOKERS SHOULD BE AVOIDED. NYLON SLINGS ARE PREFERRED. SPREADER BARS SHOULD BE USED WHEN LIFTING LONG, FUSED SECTIONS. CARE SHOULD BE EXERCISED TO AVOID CUTTING GOUGING THE PIPE. INSTALLATION - ASSEMBLE THE COMPRESSION FITTINGS ACCORDING TO THE FITTING MANUFACTURER'S RECOMMENDATIONS. THE TRENCH AND TRENCH BOTTOM SHOULD BE CONSTRUCTED IN ACCORDANCE WITH ASTM D 2331. EMBEDMENT MATERIALS SHOULD BE CLASS I, CLASS II, OR CLASS III MATERIALS AS DEFINED IN ASTM D 2321. THE USE OF CLASS IV AND/OR CLASS V MATERIALS FOR EMBEDMENT IS NOT RECOMMENDED AND SHOULD BE ALLOWED ONLY WITH THE APPROVAL OF THE SPECIFYING ENGINEER. BEDDING OF THE PIPE SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D 2321. COMPACTION SHOULD BE AS SPECIFIED IN ASTM D 2321. DEVIATIONS FROM THE SPECIFIED COMPACTION SHALL BE APPROVED BY THE SPECIFYING ENGINEER. DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 2234 FARADAY AVENUE CARLSBAD, CA 92008 (760) 438-4422 HAUNCHING AND INITIAL BACKFILL SHOULD BE AS SPECIFIED IN ASTM D 2321 USING CLASS I, CLASS II, OR CLASS III MATERIALS. MATERIALS USED AND COMPACTION SHALL BE AS SPECIFIED BY THE SPECIFYING ENGINEER. IN CASES WHERE A COMPACTION OF 85 PERCENT STANDARD PROCTOR DENSITY IS NOT ATTAINABLE, THE SPECIFYING ENGINEER MAY WITH TO INCREASE THE SDR OF THE PIPE TO PROVIDE ADEQUATE STIFFNESS. ASTM D 2321 SECTIONS TITLES "MINIMUM COVER FOR LOAD APPLICATION," "USE OF COMPACTION EQUIPMENT" AND "REMOVAL OF TRENCH PROTECTION" SHOULD APPLY UNLESS DIRECTED OTHERWISE BY THE SPECIFYING ENGINEER. 2.14 ALARM PANEL: EACH GRINDER PUMP STATION SHALL INCLUDE A NEMA 4X, UL-LISTED ALARM PANEL SUITABLE FOR WALL OR POLE MOUNTING. THE NEMA 4X ENCLOSURE SHALL BE MANUFACTURED OF THERMOPLASTIC TO ENSURE CORROSION RESISTANCE. THE ENCLOSURE SHALL INCLUDE A HINGED, LOCKABLE COVER WITH PADLOCK, PREVENTING ACCESS TO ELECTRICAL COMPONENTS, AND CREATING A SECURED SAFETY FRONT TO ALLOW ACCESS ONLY TO AUTHORIZED PERSONNEL. THE STANDARD ENCLOSURE SHALL NOT EXCEED 17" W X 24.5" H X 9.5" D. THE PANEL SHALL CONTAIN TWO 15-AMP SINGLE POLE CIRCUIT BREAKERS FOR THE ALARM CIRCUIT AND ONE 15-AMP DOUBLE POLE CIRCUIT BREAKER PER CORE FOR THE POWER CIRCUIT. THE PANEL SHALL CONTAIN A PUSH -TO -RUN FEATURE, AN INTERNAL RUN INDICATOR, AND A COMPLETE ALARM CIRCUIT. ALL CIRCUIT BOARDS IN THE ALARM PANEL ARE TO BE PROTECTED WITH A CONFORMAL COATING ON BOTH SIDES AND THE AC POWER CIRCUIT SHALL INCLUDE AN AUTO RESETTING FUSE. THE VISUAL ALARM LAMP SHALL BE INSIDE A RED, OBLONG LENS AT LEAST 3.75" L X 2.38" W X 1.5" H. VISUAL ALARM SHALL BE MOUNTED TO THE TOP OF THE ENCLOSURE IN SUCH A MANNER AS TO MAINTAIN NEMA 4X RATING. THE AUDIBLE ALARM SHALL BE EXTERNALLY MOUNTED ON THE BOTTOM OF THE ENCLOSURE, CAPABLE OF 93 dB @ 2 FEET. THE HIGH-LEVEL ALARM SYSTEM SHALL OPERATE AS FOLLOWS: 1. THE PANEL WILL GO INTO ALARM MODE IF ANY PUMP'S ALARM SWITCH CLOSES. DURING THE INITIAL ALARM MODE ALL PUMPS WILL RUN AND THE ALARM LIGHT AND BUZZER WILL BE DELAYED FOR A PERIOD OF TIME BASED ON USER SETTINGS (DEFAULT IS 3-1/2 MINUTES). IF THE STATION IS STILL IN HIGH-LEVEL ALARM AFTER THE DELAY, THE LIGHT AND BUZZER WILL BE ACTIVATED. 2. THE VISUAL ALARM REMAINS ILLUMINATED UNTIL THE SEWAGE LEVEL IN THE WET WELL DROPS BELOW THE "OFF" SETTING OF THE ALARM SWITCH FOR BOTH PUMPS. INCLUDED: SERVICE EQUIPMENT/MAIN SERVICE DISCONNECT BREAKER - A SEPARATE, INTERNAL BREAKER RATED AND APPROVED FOR USE AS "SERVICE EQUIPMENT" AND ACTS AS A MAIN SERVICE DISCONNECT OF THE GRINDER PUMP STATION SHALL BE PROVIDED. REMOTE MONITORING - REMOTE MONITORING VIA CELLULAR MODEM SHALL BE INSTALLED TO COMMUNICATED PUMP RUN DATA AND ALARM NOTIFICATIONS TO WEB -BASED PLATFORM. MANUFACTURER'S REPRESENTATIVE SHALL MONITOR ALERTS AND ALARMS FOR THE EQUIPMENT, IN ADDITION TO END USER'S SPECIFIED REPRESENTATIVES, AS NEEDED. GENERATOR RECEPTACLE AND AUTO TRANSFER - THE ALARM PANEL SHALL INCLUDE A 20 AMP, 250 VAC GENERATOR RECEPTACLE WITH A SPRING -LOADED, GASKETED COVER SUITABLY MOUNTED TO PROVIDE ACCESS FOR CONNECTION OF AN EXTERNAL GENERATOR WHILE MAINTAINING A NEMA 4X RATING. AN AUTOMATIC TRANSFER SWITCH SHALL BE PROVIDED, WHICH AUTOMATICALLY SWITCHES FROM AC POWER TO GENERATOR POWER. POWER SHALL BE PROVIDED TO THE ALARM PANEL THROUGH THE GENERATOR RECEPTACLE WHENEVER POWER IS PRESENT AT THE RECEPTACLE, ALLOWING THE AUDIBLE AND VISUAL ALARMS TO FUNCTION NORMALLY IN GENERATOR MODE. WHEN POWER IS NO LONGER APPLIED TO THE GENERATOR RECEPTACLE, THE PANEL IS AUTOMATICALLY SWITCHED BACK TO THE AC MAINS POWER. (NO MANUAL SWITCHING WITHIN THE PANEL ENCLOSURE IS NECESSARY TO SWITCH FROM GENERATOR POWER BACK TO AC MAINS, SO THE MODE CANNOT BE INADVERTENTLY LEFT IN THE GENERATOR POSITION AFTER PUMPING DOWN THE STATION IN GENERATOR MODE AS IS THE CASE WITH A MANUAL TRANSFER SWITCH). CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS LJCJIVIVCL/ or. LJfCF1VVIV oT. ��_��_� oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NJF DLW NJF DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. INT. DATE PLANS PREPARED UNDER SUPERVISION OF R M LADED: APPROVED: 385 & 389 REQUEZA STREET PUBLIC WORKS SET2" BRASS DISC, IN NORTHWEST CORNER OF DATE: 11/10/22 �� �� `1������ CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON 1-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS R.C.E. NO.: C77025 ICHAEL TRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 ENCINITAS CA 92024 RANCHO COASTAL HUMANE SOCIETY LDEV-016916-2021 NATALIE J. FRASCHETTI DATE PLANNING i REVIEWER ELEVATION: 173.376' DATUM: NAVD88 N ALIE J. RASCHETTI EXP.: 12/31/22 DATE DATE CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 PRINCIPAL ENGINEER DATE INSPECTOR SHEET 16 OF 17 111 E-ONE GRINDER PUMP STATION SPECIFICATIONS (CONTINUED) 2.15 SERVICEABILITY: THE GRINDER PUMP CORE, INCLUDING LEVEL SENSOR ASSEMBLY, SHALL HAVE TWO LIFTING HOOKS COMPLETE WITH LIFT -OUT HARNESS CONNECTED TO ITS TOP HOUSING TO FACILITATE EASY CORE REMOVAL WHEN NECESSARY. THE LEVEL SENSOR ASSEMBLY MUST BE EASILY REMOVED FROM THE PUMP ASSEMBLY FOR SERVICE OR REPLACEMENT. ALL MECHANICAL AND ELECTRICAL CONNECTIONS MUST PROVIDE EASY DISCONNECT CAPABILITY FOR CORE UNIT REMOVAL AND INSTALLATION. EACH EQD HALF MUST INCLUDE A WATER -TIGHT COVER TO PROTECT THE INTERNAL ELECTRICAL PINS WHILE THE EQD IS UNPLUGGED. A PUMP PUSH -TO -RUN FEATURE WILL BE PROVIDED FOR FIELD TROUBLE SHOOTING. THE PUSH -TO -RUN FEATURE MUST OPERATE THE PUMP EVEN IF THE LEVEL SENSOR ASSEMBLY HAS BEEN REMOVED FROM THE PUMP ASSEMBLY. ALL MOTOR CONTROL COMPONENTS SHALL BE MOUNTED ON A READILY REPLACEABLE BRACKET FOR EASE OF FIELD SERVICE. 2.16 OSHA CONFINED SPACE: ALL MAINTENANCE TASKS FOR THE GRINDER PUMP STATION MUST BE POSSIBLE WITHOUT ENTRY INTO THE GRINDER PUMP STATION (AS PER OSHA 1910.146 PERMIT -REQUIRED CONFINED SPACES). "ENTRY MEANS THE ACTION BY WHICH A PERSON PASSES THROUGH AN OPENING INTO A PERMIT -REQUIRED CONFINED SPACE. ENTRY INCLUDES ENSUING WORK ACTIVITIES IN THAT SPACE AND IS CONSIDERED TO HAVE OCCURRED AS SOON AS ANY PART OF THE ENTRANT'S BODY BREAKS THE PLANE OF OPENING INTO THE SPACE." 2.17 SAFETY: THE GRINDER PUMP SHALL BE FREE FROM ELECTRICAL AND FIRE HAZARDS AS REQUIRED IN A RESIDENTIAL ENVIRONMENT. AS EVIDENCE OF COMPLIANCE WITH THIS REQUIREMENT, THE COMPLETELY ASSEMBLED AND WIRED GRINDER PUMP STATION SHALL BE LISTED BY UNDERWRITERS LABORATORIES, INC., TO BE SAFE AND APPROPRIATE FOR THE INTENDED USE. UL LISTING OF COMPONENTS OF THE STATION, OR THIRD -PARTY TESTING TO UL STANDARD ARE NOT ACCEPTABLE. THE GRINDER PUMP SHALL MEET ACCEPTED STANDARDS FOR PLUMBING EQUIPMENT FOR USE IN OR NEAR RESIDENCES, SHALL BE FREE FROM NOISE, ODOR, OR HEALTH HAZARDS, AND SHALL HAVE BEEN TESTED BY AN INDEPENDENT LABORATORY TO CERTIFY ITS CAPABILITY TO PERFORM AS SPECIFIED IN EITHER INDIVIDUAL OR LOW PRESSURE SEWER SYSTEM APPLICATIONS. AS EVIDENCE OF COMPLIANCE WITH THIS REQUIREMENT, THE GRINDER PUMP SHALL BEAR THE SEAL OF NSF INTERNATIONAL. THIRD -PARTY TESTING TO NSF STANDARD IS NOT ACCEPTABLE. 3. EXECUTION 3.1 FACTORY TEST: EACH GRINDER PUMP SHALL BE SUBMERGED AND OPERATED FOR 1.5 MINUTES (MINIMUM). INCLUDED IN THIS PROCEDURE WILL BE THE TESTING OF ALL ANCILLARY COMPONENTS SUCH AS, THE ANTI -SIPHON VALVE, CHECK VALVE, DISCHARGE ASSEMBLY AND EACH UNIT'S DEDICATED LEVEL CONTROLS AND MOTOR CONTROLS. ALL FACTORY TESTS SHALL INCORPORATE EACH OF THE ABOVE LISTED ITEMS. ACTUAL APPURTENANCES AND CONTROLS WHICH WILL BE INSTALLED IN THE FIELD SHALL BE PARTICULAR TO THE TESTED PUMP ONLY. A COMMON SET OF APPURTENANCES AND CONTROLS FOR ALL PUMPS IS NOT ACCEPTABLE. CERTIFIED TEST RESULTS SHALL BE AVAILABLE UPON REQUEST SHOWING THE OPERATION OF EACH GRINDER PUMP AT TWO DIFFERENT POINTS ON ITS CURVE. ADDITIONAL VALIDATION TESTS INCLUDE: INTEGRAL LEVEL CONTROL PERFORMANCE, CONTINUITY TO GROUND AND ACOUSTIC TESTS OF THE ROTATING COMPONENTS. THE ENGINEER RESERVES THE RIGHT TO INSPECT SUCH TESTING PROCEDURES WITH REPRESENTATIVES OF THE OWNER, AT THE GRINDER PUMP MANUFACTURER'S FACILITY. ALL BASINS SHALL BE FACTORY LEAK TESTED TO ASSURE THE INTEGRITY OF THE ALL JOINTS, SEAMS AND PENETRATIONS. ALL NECESSARY PENETRATIONS SUCH AS INLETS, DISCHARGE FITTINGS AND CABLE CONNECTORS SHALL BE INCLUDED IN THIS TEST ALONG WITH THEIR RESPECTIVE SEALING MEANS (CROMMETS, GASKETS ETC). 3.2 CERTIFIED SERVICE PROGRAM: THE GRINDER PUMP MANUFACTURER SHALL PROVIDE A PROGRAM IMPLEMENTED BY THE MANUFACTURER'S PERSONNEL AS DESCRIBED IN THIS SPECIFICATION TO CERTIFY THE SERVICE COMPANY AS AN AUTHORIZED SERVED CENTER. AS EVIDENCE OF THIS, THE MANUFACTURER SHALL PROVIDE, WHEN REQUESTED, SUFFICIENT EVIDENCE THAT THEY HAVE MAINTAINED THEIR OWN SERVICE DEPARTMENT FOR A MINIMUM OF 10 YEARS AND CURRENTLY EMPLOY A MINIMUM OF FIVE EMPLOYEES SPECIFICALLY IN THE SERVICE DEPARTMENT. AS PART OF THIS PROGRAM, THE MANUFACTURER SHALL EVALUATE THE SERVICE TECHNICIANS AS WELL AS THE SERVICE ORGANIZATION ANNUALLY. THE SERVICE COMPANY WILL BE AUTHORIZED BY THE MANUFACTURER TO MAKE INDEPENDENT WARRANTY JUDGEMENTS. THE AREAS COVERED BY THE PROGRAM SHALL INCLUDE, AS A MINIMUM: 1. PUMP POPULATION INFORMATION - THE SERVICE COMPANY WILL MAINTAIN A DETAILED DATABASE FOR THE GRINDER PUMPS IN THE TERRITORY THAT TRACKS SERIAL NUMBERS BY ADDRESS. 2. INVENTORY MANAGEMENT - THE SERVICE COMPANY MUST MAINTAIN AN APPROPRIATE LEVEL OF INVENTORY (PUMPS, TANKS, PANELS, SERVICE PARTS, ETC.) INCLUDING REGULAR INVENTORY REVIEW AND PROPER INVENTORY LABELING. SERVICE TECHNICIANS WILL ALSO MAINTAIN APPROPRIATE PARTS INVENTORY AND SPARE CORE(S) ON SERVICE VEHICLES. 3. SERVICE PERSONNEL CERTIFICATION - SERVICE TECHNICIANS WILL MAINTAIN THEIR LEVEL -SPECIFIC CERTIFICATION ANNUALLY. THE CERTIFICATIONS ARE GIVEN IN FIELD TROUBLESHOOTING, REPAIR, AND TRAINING. 4. SERVICE DOCUMENTATION AND RECORDS - START UP SHEETS, SERVICE CALL RECORDS, AND CUSTOMER FEEDBACK WILL BE RECORDED BY THE SERVICE COMPANY. 5. SHOP ORGANIZATION - THE SERVICE COMPANY WILL KEEP ITS SERVICE SHOP ORGANIZED AND PUMPS WILL BE TAGGED WITH SITE INFORMATION AT ALL TIMES. THE SHOP WILL HAVE ALL REQUIRED EQUIPMENT, A TEST TANK, AND CLEANING TOOLS NECESSARY TO SERVICE PUMPS PROPERLY 3.3 DELIVERY: ALL GRINDER PUMP CORE UNITS, INCLUDING LEVEL CONTROLS, WILL BE DELIVERED TO THE JOB SITE 100 PERCENT COMPLETELY ASSEMBLED, INCLUDING TESTING, READY FOR INSTALLATION. GRINDER PUMP CORES WILL BE SHIPPED SEPARATELY FROM THE TANKS. INSTALLING THE CORES AND DISCHARGE PIPING/HOSE INTO THE TANKS IS THE ONLY ASSEMBLY STEP REQUIRED AND ALLOWED DUE TO THE WORKMANSHIP ISSUES ASSOCIATED WITH OTHER ON -SITE ASSEMBLY. GRINDER PUMP CORES MUST BE BOXED FOR EASE OF HANDLING. Underground Service Alert o CAM RWOU 7W DIG CALL TOLL FREE 1-800 422-41, mwalll=Din mwmmmG 3.4 INSTALLATION: EARTH EXCAVATION AND BACKFILL ARE SPECIFIED UNDER SITE WORK, BUT ARE ALSO TO BE DONE AS A PART OF THE WORK UNDER THIS SECTION, INCLUDING ANY NECESSARY SHEETING AND BRACING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING GROUND WATER TO PROVIDE A FIRM, DRY SUBGRADE FOR THE STRUCTURE, AND SHALL GUARD AGAINST FLOTATION OR OTHER DAMAGE RESULTING FROM GENERAL WATER OR FLOODING. REMOVE PACKING MATERIAL. USER INSTRUCTIONS MUST BE GIVEN TO THE OWNER. HARDWARE SUPPLIED WITH THE UNIT, IF REQUIRED, WILL BE USED AT INSTALLATION. THE BASIN WILL BE SUPPLIED WITH A STANDARD 4" INLET GROMMET (4.50" OD) FOR CONNECTING THE INCOMING SEWER LINE. APPROPRIATE INLET PIPING MUST BE USED. THE BASIN MAY NOT BE DROPPED, ROLLED OR LAID ON ITS SIDE FOR ANY REASON. INSTALLATION SHALL BE ACCOMPLISHED SO THAT 1 INCH TO 4 INCHES OF ACCESSWAY, BELOW THE BOTTOM OF THE LID, EXTENDS ABOVE THE FINISHED GRADE LINE. THE FINISHED GRADE SHALL SLOPE AWAY FROM THE UNIT. THE DIAMETER OF THE EXCAVATED HOLE MUST BE LARGE ENOUGH TO ALLOW FOR THE CONCRETE ANCHOR. A 6" INCH (MINIMUM) LAYER OF NATURALLY ROUNDED AGGREGATE, CLEAN AND FREE FLOWING, WITH PARTICLE SIZE OF NOT LESS THAN 1 /8" OR MORE THAN 3/4" SHALL BE USED AS BEDDING MATERIAL UNDER EACH UNIT. A CONCRETE ANTI -FLOTATION COLLAR, AS DETAILED ON THE DRAWINGS, AND SIZED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS, SHALL BE REQUIRED AND SHALL BE PRE -CAST TO THE GRINDER PUMP OR POURED IN PLACE. EACH GRINDER PUMP STATION WITH ITS PRE -CAST ANTI -FLOTATION COLLAR SHALL HAVE A MINIMUM OF THREE LIFTING EYES FOR LOADING AND UNLOADING PURPOSES. IF THE CONCRETE IS POURED IN PLACE, THE UNIT SHALL BE LEVELED, AND FILLED WITH WATER, TO THE BOTTOM OF THE INLET, TO HELP PREVENT THE UNIT FROM SHIFTING WHILE THE CONCRETE IS BEING POURED. THE CONCRETE MUST BE MANUALLY VIBRATED TO ENSURE THERE ARE NO VOIDS. IF IT IS NECESSARY TO POUR THE CONCRETE TO A LEVEL HIGHER THAN THE INLET PIPING, AN 8" SLEEVE IS REQUIRED OVER THE INLET PRIOR TO THE CONCRETE BEING POURED. THE CONTRACTOR WILL PROVIDE AND INSTALL A 4-FOOT PIECE OF 4-INCH SCH 40 PVC PIPE WITH WATER TIGHT CAP, TO STUB -OUT THE INLET FOR THE PROPERTY OWNERS' INSTALLATION CONTRACTOR, AS DEPICTED ON THE CONTRACT DRAWINGS. E/ONE REQUIRES THAT AN E/ONE UNI-LATERAL ASSEMBLY (E/ONE PART NUMBER NBO184PXX OR NC0193GXX) OR E/ONE REDUNDANT CHECK VALVE (E/ONE PART NUMBER PC0051 GXX) BE INSTALLED IN THE PIPE LATERAL OUTSIDE THE HOME BETWEEN THE PUMP DISCHARGE AND THE STREET MAIN ON ALL INSTALLATIONS. THE ELECTRICAL ENCLOSURE SHALL BE FURNISHED, INSTALLED AND WIRED TO THE GRINDER PUMP STATION BY THE CONTRACTOR. AN ALARM DEVICE IS REQUIRED ON EVERY INSTALLATION, THERE SHALL BE NO EXCEPTIONS. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND THE ENGINEER TO COORDINATE WITH THE INDIVIDUAL PROPERTY OWNER(S) TO DETERMINE THE OPTIMUM LOCATION FOR THE ALARM PANEL. THE CONTRACTOR SHALL MOUNT THE ALARM DEVICE IN A CONSPICUOUS LOCATION, AS PER NATIONAL AND LOCAL CODES. THE ALARM PANEL WILL BE CONNECTED TO THE GRINDER PUMP STATION BY A LENGTH OF 6-CONDUCTOR TYPE TC CABLE AS SHOWN ON THE CONTRACT DRAWINGS. THE POWER AND ALARM CIRCUITS MUST BE ON SEPARATE POWER CIRCUITS. THE GRINDER PUMP STATIONS WILL BE PROVIDED WITH 32 FEET, 25 FEET OF USEABLE, ELECTRICAL SUPPLY CABLE TO CONNECT THE STATION TO THE ALARM PANEL. THIS CABLE SHALL BE SUPPLIED WITH A FACTORY INSTALLED EQD HALF TO CONNECT TO THE MATING EQD HALF ON THE CORE. 3.5 BACKFILL REQUIREMENTS: PROPER BACKFILL IS ESSENTIAL TO THE LONG-TERM RELIABILITY OF ANY UNDERGROUND STRUCTURE. SEVERAL METHODS OF BACKFILL ARE AVAILABLE TO PRODUCE FAVORABLE RESULTS WITH DIFFERENT NATIVE SOIL CONDITIONS. THE MOST HIGHLY RECOMMENDED METHOD OF BACKFILLING IS TO SURROUND THE UNIT TO GRADE USING CLASS I OR CLASS II BACKFILL MATERIAL AS DEFINED IN ASTM 2321. CLASS 1 A AND CLASS 1 B ARE RECOMMENDED WHERE FROST HEAVE IS A CONCERN; CLASS 1 B IS A BETTER CHOICE WHEN THE NATIVE SOIL IS SAND OR IF A HIGH, FLUCTUATING WATER TABLE IS EXPECTED. CLASS I, ANGULAR CRUSHED STONE, OFFERS AN ADDED BENEFIT IN THAT IT DOESN'T NEED TO BE COMPACTED. CLASS II, NATURALLY ROUNDED STONE MAY REQUIRE MORE COMPACTIVE EFFORT, OR TAMPING, TO ACHIEVE THE PROPER DENSITY. IF THE NATIVE SOIL CONDITION CONSISTS OF CLEAN COMPACTIBLE SOIL, WITH LESS THAN 12% FINES, FREE OF ICE, ROCKS, ROOTS AND ORGANIC MATERIAL, IT MAY BE AN ACCEPTABLE BACKFILL. SOIL MUST BE COMPACTED IN LIFTS NOT TO EXCEED ONE FOOT TO REACH A FINAL PROCTOR DENSITY OF BETWEEN 85% AND 90%. HEAVY, NON -COMPACTIBLE CLAYS AND SILTS ARE NOT SUITABLE BACKFILL FOR THIS OR ANY UNDERGROUND STRUCTURE SUCH AS INLET OR DISCHARGE LINES. IF YOU ARE UNSURE OF THE CONSISTENCY OF THE NATIVE SOIL, IT IS RECOMMENDED THAT A GEOTECHNICAL EVALUATION OF THE MATERIAL IS OBTAINED BEFORE SPECIFYING BACKFILL. ANOTHER OPTION IS THE USE OF A FLOWABLE FILL (I.E., LOW SLUMP CONCRETE). THIS IS PARTICULARLY ATTRACTIVE WHEN INSTALLING GRINDER PUMP STATIONS IN AUGURED HOLES WHERE TIGHT CLEARANCES MAKE IT DIFFICULT TO ASSURE PROPER BACKFILLING AND COMPACTION WITH DRY MATERIALS. FLOWABLE FILLS SHOULD NOT BE DROPPED MORE THAN FOUR FEET FROM THE DISCHARGE TO THE BOTTOM OF THE HOLE TO AVOID SEPARATION OF THE CONSTITUENT MATERIALS. BACKFILL SHALL MEET CITY REQUIREMENTS AND SHALL BE SUITABLE FOR THE PARKING ABOVE. BACKFILL OF CLEAN, NATIVE EARTH, FREE OF ROCKS, ROOTS, AND FOREIGN OBJECTS, SHALL BE THOROUGHLY COMPACTED IN LIFTS NOT EXCEEDING 12" TO A FINAL PROCTOR DENSITY OF NOT LESS THAN 85%. IMPROPER BACKFILLING MAY RESULT IN DAMAGED ACCESSWAYS. THE GRINDER PUMP STATION SHALL BE INSTALLED AT A MINIMUM DEPTH FROM GRADE TO THE TOP OF THE 1 1 /4" DISCHARGE LINE. THE FINISH GRADE LINE SHALL BE 1" TO 4" BELOW THE BOTTOM OF THE LID, AND FINAL GRADE SHALL SLOPE AWAY FROM THE GRINDER PUMP STATION. ALL RESTORATION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE PROPERTY SHALL BE RESTORED TO ITS ORIGINAL CONDITION IN ALL RESPECTS, INCLUDING, BUT NOT LIMITED TO, CURB AND SIDEWALK REPLACEMENT, AND RESTORATION OF THE TRAVELED WAYS, AS SHOWN ON THE PLANS. QRoFESSIp,�,9 No. C77025 - A * Exp. 12/31 /22 CIVI\- tip' qrF or CALZF��� 3.6 START-UP AND FIELD TESTING: THE MANUFACTURER SHALL PROVIDE THE SERVICES OF QUALIFIED FACTORY TRAINED TECHNICIANS) WHO SHALL INSPECT THE PLACEMENT AND WIRING OF EACH STATION, PERFORM FIELD TESTS AS SPECIFIED HEREIN, AND INSTRUCT THE OWNER'S PERSONNEL IN THE OPERATION AND MAINTENANCE OF THE EQUIPMENT BEFORE THE STATIONS ARE ACCEPTED BY THE OWNER. ALL EQUIPMENT AND MATERIALS NECESSARY TO PERFORM TESTING SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR. THIS INCLUDES, AS A MINIMUM, A PORTABLE GENERATOR AND POWER CABLE (IF TEMPORARY POWER IS REQUIRED), WATER IN EACH BASIN (FILLED TO A DEPTH SUFFICIENT TO VERIFY THE HIGH LEVEL ALARM IS OPERATING), AND OPENING OF ALL VALVES IN THE SYSTEM. THESE STEPS SHALL BE COMPLETED PRIOR TO THE QUALIFIED FACTORY TRAINED TECHNICIANS) ARRIVAL ON SITE. THE SERVICES OF A TRAINED, FACTORY -AUTHORIZED TECHNICIAN SHALL BE PROVIDED AT A RATE OF 40 HOURS FOR EVERY 100 GRINDER PUMP STATIONS SUPPLIED. UPON COMPLETION OF THE INSTALLATION, THE AUTHORIZED FACTORY TECHNICIANS) WILL PERFORM THE FOLLOWING TEST ON EACH STATION: 1. MAKE CERTAIN THE DISCHARGE SHUT-OFF VALVE IN THE STATION IS FULLY OPEN. 2. TURN ON THE ALARM POWER CIRCUIT AND VERIFY THE ALARM IS FUNCTIONING PROPERLY. 3. TURN ON THE PUMP POWER CIRCUIT. INITIATE THE PUMP OPERATION TO VERIFY AUTOMATIC "ON/OFF" CONTROLS ARE OPERATIVE. THE PUMP SHOULD IMMEDIATELY TURN ON. 4. CONSULT THE MANUFACTURER'S SERVICE MANUAL FOR DETAILED START-UP PROCEDURES. UPON COMPLETION OF THE START-UP AND TESTING, THE MANUFACTURER SHALL SUBMIT TO THE ENGINEER THE START-UP AUTHORIZATION FORM DESCRIBING THE RESULTS OF THE TESTS PERFORMED FOR EACH GRINDER PUMP STATION. FINAL ACCEPTANCE OF THE SYSTEM WILL NOT OCCUR UNTIL AUTHORIZATION FORMS HAVE BEEN RECEIVED FOR EACH PUMP STATION INSTALLED AND ANY INSTALLATION DEFICIENCIES CORRECTED. 4. OPERATION AND MAINTENANCE 4.1 MANUALS: THE MANUFACTURER SHALL SUPPLY TWO COPIES OF OPERATION AND MAINTENANCE MANUALS TO THE OWNER. EXPANDED METAL ENCLOSURE 1. PROVIDE A LOCKABLE EXPANDED METAL ENCLOSURE FOR THE WET WELL VENT FILTER. 2. ENCLOSURE SHALL BE FABRICATED OF 1-1/2 #9 FLATTENED EXPANDED METAL, STAINLESS STEEL, WITH STAINLESS STEEL FRAMING. 3. ENCLOSURE SHALL INCLUDE A FULL -OPENING HINGED TOP TO ALLOW ACCESS INTO THE ENCLOSURE. HINGED PANEL SHALL BE LOCKABLE. 4. BASE OF ENCLOSURE SHALL INCLUDE TABS FOR ANCHORING THE ENCLOSURE TO A CONCRETE SLAB. 5. ENCLOSURE SHALL BE OF SUFFICIENT SIZE TO PERMIT REPLACEMENT OF THE WET WELL VENT FILTER WITHOUT HAVING TO REMOVE THE ENCLOSURE ANCHOR BOLTS AND ONLY USING THE HINGED TOP ACCESS. DEXTER WILSON ENGINEERING, INC. CONSULTING ENGINEERS 2234 FARADAY AVENUE CARLSBAD, CA 92008 (760) 438-4422 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS LJCJIVIVCL/ or. LJfCF1VVIV oT. ��_��_� oT. ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. NJF DLW NJF DESCRIPTION: ENCINITAS CONTROL STATION ENC-48. SET2" BRASS DISC, IN NORTHWEST CORNER OF CONCRETE DROP INLET ON NORTH SIDE OF SANTA FE DRIVE WEST ON I-5 AT THE NORTHEAST RETURN INTO SCRIPPS MEMORIAL HOSPITAL, ENCINITAS ELEVATION: 173.376' DATUM: NAVD88 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 11/10/22 R.C.E. NO.: C77025 N ALIE J. RASCHETTI EXP.: 12/31/22 R M LADED: APPROVED: �� �� f ������ ICHAEL TRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 12/13/2022 12/14/2022 DATE DATE 385 & 389 REQUEZA STREET ENCINITAS CA 92024 RANCHO COASTAL HUMANE SOCIETY CASE NO. 16-189 MUPMOD/DR/CDP ASSOCIATED WITH PIP, LDEV-016963-2021 LDEV-016916-2021 PUBLIC WORKS NATALIE J. FRASCHETTI DATE PLANNING i REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 17 OF 17 z Q LLJ 0 -z U- 0� �Q W0 z Q� �z IU) J� Qz LLJ U� :�i Q LLJ 0> U0 0� I� U- z LLJ Q� �Q i