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2022-20941 G (Plans)RIGHT OF WAY NOTE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC COPPER CREST RD OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DIVISION AT LEAST 48 HOURS WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE "IN OR OWNER SITE OF OF REMAINS SHALL BE KEPT IN SITU PLACE"), IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND ( ) NICHOLAS ANGER OLIVENHAIN P PRIOR TO WORKING IN THE PUBLIC RIGHT WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE A THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. LEUCADIA 9 Y 2568 LONE JACK ROAD, RD 7iC' U STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW ENCINITAS, CA 92024 BLVD 1 WHERE HIS/HER PROPERTY LINE IS. 0 Q STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES z t�` o DRAINAGE NOTE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SITE ADDRESS w 'Aosy�� 0 U NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO 2568 LONE JACK ROAD, 5 -Y J DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 5 PERCENT AND BE CONVEYED TO AN THE PUBLIC STORM DRAIN SYSTEM. ENCINITAS, CA 92024 w LONE JACK APPROVED DRAINAGE FACILITY. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A APN: 264-241-26 RD PERMIT FROM THE CITY. Q ENCINITAS BLVD 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED = UTILITY NOTE AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE LEGAL DESCRIPTION APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE LOT 12, MAP NO. 13947, RECORDED MARCH 24, 2000 S (� DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. = C GENERAL NOTES 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SANTA FE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. DR 477VICINITY MAP 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE OWNERS CERTIFICATE PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS CITY. T.B. PG. 1148-133 AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR NOT TO SCALE SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT COMPACTION AND STABILITY OF THE SITE. 2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION AND EVALUATION PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT FOR STORMWATER INFILTRATION BMPS - PROPOSED ANGER RESIDENCE " PREPARED BY CGI ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM I HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, GEOTECHNICAL EXPLORATION, INC DATED 2/14/22, PROJECT# 18-11869 SHALL BE CONSIDERED AS A PART SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, AND SPECIFICATIONS CONTAINED IN SAID REPORT. OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. NOTIFICATIONS APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED - PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN SIGNATURE: DATE: OR REPAIRED TO CONDITION ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY NICHOLAS GE EXISTING PRIOR TO GRADING. EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF SOILS ENGINEER'S CERTIFICATE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A A. SEWERS - CSD - (760)-633-2840 B. GAS &ELECTRIC - SDGE - (760)-438-6200 I,JAIME A. CERROS, A REGISTERED GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING LICENSED LAND C. WATER - SAN WATER DISTRICT-1-800-227-2600 BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SURVEYOR. D. TELEPHONE - SBC BELLLLUITO - (760)-489-3411 SBC B CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JANUARY 25TH & 26TH 2O22 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING E. CABLE TV - COX COMM UNICATIONS-(760)-806-9809 X-2233 AND FOR AN UPDATE ON . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE AND HEALTH STANDARDS, LAWS AND REGULATIONS. 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR PHONE: (760)-633-2770. THIS PROJE 'T • .AVE BE ,' ' ^.� PORATED IN THE GRADING PLANS AND SPECIFICATIONS. 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 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED SIGNED: SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. �QFESS/p Q Nq 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE MEETING HAS BEEN HELD RCE N .. 4422 GE NO.: 2007 , a. cFol�y� -CONSTRUCTION BIOLOGY NOTE ��;� ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, EXP. DATE: 9-30-2023 GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH 1310#1- OPEN SPACE SIGNAGE & FENCING GE 2007 rn THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. INTENT: IN ORDER TO PROTECT THE PROPOSED OPEN SPACE EASEMENT FROM ENTRY, OR DISTURBANCE, PERMANENT FENCING JOB #: 18-11869 9/30/23 AND SIGNAGE SHALL BE INSTALLED. DESCRIPTION OF REQUIREMENT: OPEN SPACE FENCING OR WALLS SHALL BE PLACED * EXP. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE ALONG THE BIOLOGICAL OPEN SPACE BOUNDARY AS INDICATED ON THE APPROVED PLANS. GEOTECHNICAL EXPLORATION, INC. �TfCH'0' WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY 7420 TRADE STREET PF ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS 1. EVIDENCE SHALL BE SITE PHOTOS AND A STATEMENT FROM A CALIFORNIA REGISTERED ENGINEER, OR LICENSED SURVEYOR SAN DIEGO, CA 92121 OFCAS\F� AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. THAT THE PERMANENT WALLS OR FENCES, AND OPEN SPACE SIGNS HAVE BEEN INSTALLED. (858) 549-7222 2.THE SIGN MUST BE CORROSION RESISTANT, A MINIMUM OF 6" X 9" IN SIZE, ON POSTS NOT LESS THAN THREE (3) FEET IN 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING HEIGHT FROM THE GROUND SURFACE, AND MUST STATE THE FOLLOWING: SENSITIVE ENVIRONMENTAL RESOURCES AREA APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED RESTRICTED BY EASEMENT ENTRY WITHOUT EXPRESS WRITTEN PERMISSION FROM THE CITY OF ENCINITAS IS PROHIBITED. TO STATING: "THE GRADING UNDER PERMIT NO: LDEV-020941-2022 HAS BEEN PERFORMED IN SUBSTANTIAL REPORT A VIOLATION OR FOR MORE INFORMATION ABOUT EASEMENT RESTRICTIONS AND EXCEPTIONS CONTACT THE CITY OF STATEMENT OF ENGINEER OF WORK CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED ENCINITAS, DEVELOPMENT SERVICES REFERENCE: LDEV-020941-2022 PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE WHO CERTIFIES SUCH GRADING OPERATION. DOCUMENTATION: THE APPLICANT SHALL INSTALL THE SIGNAGE AND FENCING AS INDICATED ABOVE AND PROVIDE SITE PHOTOS GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER AND A STATEMENT FROM A CALIFORNIA REGISTERED ENGINEER, OR LICENSED SURVEYOR THAT THE OPEN SPACE FENCING HAS FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS BEEN INSTALLED AT THE OPEN SPACE EASEMENT BOUNDARY. TIMING: PRIOR TO ANY OCCUPANCY, FINAL GRADING RELEASE, OR REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND USE OF THE PREMISES IN RELIANCE OF THIS PERMIT, THE FENCING AND SIGNAGE SHALL BE PLACED. MONITORING: THE PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DEVELOPMENT SERVICES DEPARTMENT SHALL REVIEW THE PHOTOS AND STATEMENT FOR COMPLIANCE WITH THIS CONDITION. ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND OWNERS STATEMENT FOR SWPPP PROJECTS: DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, USE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE AL WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND R AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DRAINAGE AND PREVENT PONDING OF WATER. SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL IN THE CASE IN WHICH A PROJECT PROPOSES LAND DISTURBANCE OF ONE ACRE OR MORE, AN ADDITIONAL CERTIFICATION WILL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT BE REQUIRED. THE OWNER/DEVELOPER SHALL EXECUTE THE STATEMENT BELOW. Q VESS/�N DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. ���0 � M C,9�Fy DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES � � � 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN CONTROL BOARD SWRCB ORDER WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGE OF STORMWATER RUNOFF v � z ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN w m 3 No. 88286 SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT SIGNATURE: DATE: 03/21/23 � LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF WILLIAM M. O'GORMAN * Q f91� EXPOSED SOILSSHALL SCARIFIED DEPTHOSF 12 INCHESCOMPACTEDTO A MINIMUM THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE PERMIT NUMBER FOR THIS C/VI\-OF 90 E RESPONSIBILITY THTHEN T SHALL BECONTRACT WAAND PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. F���� OF CA�\ COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH PLAN NO. 12401-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001. ZONING DESIGNATION SHEET INDEX SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR ZONING: RR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED NOI # 9 37C399786 SHEET 1 TITLE SHEET OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING OVERLAY ZONES ORDINANCE. SPECIAL STUDY, HILLSIDE/INLAND BLUFF OVERLAY SHEET 2 EXISTING CONDITION & DEMOLITION PLAN 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR z (HIBO), HIGH FIRE HAZARD ZONE SHEET 3 GRADING PLAN OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE -zz IMPERVIOUS AREA BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF NICHOLAS ANGER (OWNER) DATE SHEET 4 GRADING PLAN LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 350 SQFT THE DISPOSAL OF ANY SUCH MATERIAL. IMPERVIOUS AREA AFTER CONSTRUCTION: 37,230 SQFT SHEET 5 POST -CONSTRUCTION BMP PLAN INCREASE IN IMPERVIOUS AREA: 36,880 SQFT 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST SHEET 6 EROSION CONTROL PLAN MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR IMPERVIOUS AREA REPLACED: 350 SQFT WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR EARTHWORK DATA DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE STEEPEST EXISTING NATURAL SLOPE ON -SITE = 3:1 AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON MAXIMUM VERTICAL DEPTH OF CUT = 8' THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN MAXIMUM VERTICAL DEPTH OF FILL = 4' PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. CUT = 7,000 C.Y. FILL = 3,500 C.Y. EXPORT = 3,500 C.Y. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY REMEDIAL = 1,500 C.Y. (V TO T REMOVAL AND RECOMPACTION UNDER DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY AND 5' OUTSIDE OF BUILDING AREAS) HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE - SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DISTURBED AREA = 2.61 AC (113,600 SF) DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES WALL HEIGHT fli DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE MAX WAL HEIGHT: 5.6' DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE SOURCE OF TOPOGRAPHY Consultants, Inc. FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE SURVEY PERFORMED BY WOODS LAND SURVEYING, INC. EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DATED 11-20-18 DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE WORK TO BE DONE THE IMPROVEMENTS AND GRADING CONSISTS OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THESE PLANS, THE SAN DIEGO COUNTY REGIONAL STANDARD DRAWINGS, "GREEN BOOK" SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DESCRIPTION STD. DWG. SYMBOL PROPERTY LINE (PROJECT SITE) PROPERTY LINE (OTHERS) RIGHT-OF-WAY EASEMENT EXISTING CONTOUR EXISTING FENCE CONTOUR SPOT ELEVATION DRAINAGE DIRECTION (SLOPE) SLOPE (2:1 MAX) PERVIOUS GRASS YARD AREA FENCE (FOR REFERENCE ONLY) KEYSTONE RETAINING WALL MASONRY RETAINING WALL FREESTANDING WALL CONCRETE AC PAVEMENT (3" AC OVER 12" CLASS II BASE) 6" AC DIKE STORM DRAIN (SIZE PER PLAN) CATCH BASIN 5" CHANNEL DRAIN AC SPILLWAY VEGETATED SWALE BROW DITCH HEADWALL RIPRAP BIOFILTRATION BASIN SEWER LATERAL SEWER CLEANOUT 1.5 " WATER SERVICE 1" FIRE SERVICE BACKFLOW PREVENTER TRENCHING AND BACKFILL PCC DRIVEWAY OPENING (6" REINFORCED PCC OVER 12" MISC. BASE) GATE STONE RISER AND LAWN STEPS FUEL MODIFICATION ZONE 250 240.50 --FS -1.0% SEE LANDSCAPE ARCH. PLANS SEE LANDSCAPE ARCH. PLANS SDRSD C-4 PER ARCHITECTURAL PLANS PER GEOTECHNICAL ENG. REPORT PER GEOTECHNICAL ENG. SDRSD G-5A SDRSD D-60 PER MFG. SPECIFICATIONS PER MFG. SPECIFICATIONS SDRSD D-22 SDRSD D-75B SDRSD D-32, D-34 SDRSD D-40 SEE DETAIL SHT 5 -1 T -1 T - 11 1 In SDRSD SS-01 SDRSD SC-01 OMWD B-1.2 Y� OMWD B-1.1 _FS OMWD C-2.1 Fesm OMWD E-2.1, SDRSD WP-02 & G-24A TYPE D PER GEOTECHNICAL ENG. REPORT as a SEE LANDSCAPE ARCH. PLANS \,k/ SEE LANDSCAPE ARCH. PLANS Civil Engineering • Environmental Land Surveying 2970 Fifth Avenue, Suite 340 San Diego, CA 92103 (619)232-9200 (619)232-9210 Fax BMP PROJECT STATUS 1 0 ♦LL V LU U Z LU 0 Cn LU /LU V Z Q PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION o CONTROL FACILITIES" N rn RECORDED ON APRIL 5, 2023 Q U 0 AS DOC. #: 2023-0087264 C� w zo �z DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, As DETERMINED BY A QUALIFIED ARCHAEOLOGISTAND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION OLIVENHAIN M.W.D. ENCINITAS FIRE DEPARTMENT z CO Q o CO FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A -- District Project: W590320 D DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED APPROVED As notated on page sheet 4. z 5 SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS O o7 DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY 0,�)AA4/20/2023 4/20/2023 , fcarr � � 04-20-2,3 04/03/23 Stevmlll GaffrV 411V2023 U w W STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE SI N DATE SIGN DATE SIGN REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE PLANNING DIVISION DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS WOG WOG JRR ENGINEERING DIVISION APPROVALS (KV) DESCRIPTION: 2.5" BRASS DISC, POINT ID # 1010 LOCATION: NE CORNER OF AN ELECTRIC VAULT LOCATED AT THE SW INTERSECTION OF LONE JACK WILLIAM M. O'GORMAN DATE ROAD & DOUBLE LL RANCH ROAD RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 203.160 DATUM: NAVD88 PRINCIPAL ENGINEER DATE INT. DATE PLANS PREPARED UNDER SUPERVISION OF PUBLIC WORKS DATE: 03/21/23 PLANNING R.C.E. NO.: 88286 REVIEWER INSPECTOR WILLIAM M. O'GORMAN EXP.: 03/31/24 =D: APPROVED: 2, L1,� 1, f"'ja /, , MICHAEL STRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 04-20-2023 04-24-2023 DATE DATE DATE SIGN DATE SIGN Approval expires 2 years after date of signature CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING PLANS FOR: ANGER RESIDENCE GRADING PLAN 2568 LONE JACK ROAD, ENCINITAS, CA 92024 APN: 264-241-26 DATE w Q z DRAWING NO. O w CV U co � LDEV-020941-2022 Uj Cn wCn w w ui zlrz z o 0 SHEET 1 OF 6 w Q a - SAVE DATE: 3/21/2023 - PLOT DATE: 3/21/2023 - FILE NAME: P:\Acad\l778 Lone JOCK Koad\Civil\Grau,,iy , ­ , \­ uui, y , iu, .owg PARCEL 1 PM 4850 PARCEL 3 264-223-17 PM 4460 264-223-23 10 PARCEL 2 C M_ 2 PM 4460 2 CU 264-223-22' CD cn/_0 �_ 11 _ _ �\� �— _ -air ' — — �__-_�.�_�-- _ _ _ _ _ __ _ 7 / —� — — VV r N21'36'52"E — -- �- Rro,-- o �._ — ' — -' —S87'32'00"W - ��— - n ., Dc� / 925.34 "�, ��, — — — — — — — — _ — _— _ -='i �`-� e ,�pT 8 1 2 2 F 4 - 312 Al 25.0' N I ' / / / / GRADING LIMITS /T 6 1I 0 Q JN I SETBACK LOT 12 I II � IN 4- o,o °' I 00 N N\ 7 MAP 13947 N II l� 8 APN 264-241-26 163307 SQ. FT. / 3.749 ACRES (GROSS) 6 / N N N N N i Z 4 5 2 I 9 GRADING LIMITS 5 20\ 2 N�OW-, 5 I Imo\ 3 3 \ / �^ 8 CV "\ / LOT 8 —%� .D Iy 8 \ 15 I MAP 13947 �, _ 2 - �� �, o - I I �, 10 0 I T ''.Nr 264-241-22 30.0' I "0 SETBACK LO Ki 00 / LOT 9 15 LO 9 / MAP 13947 264-241-23 �, \ \ �� \ — 15 6 $ /T ���aJ� NNW NF•a6'19"E 22.73' 14 , C� 4 ;a T 6 51 LOT 10 --��—�--lam / s89��s'OF"E 31° 47, — MAP 13947 / / 2 iz-' o Q LOT 11 264-241-24 MAP 13947 264-241-25 4 3 EXISTING IMPROVEMENTS TO REMAIN EXISTING IMPROVEMENTS TO BE DEMOLISHED EASEMENT LEGEND O TREE (TYP.) O SHED FOLLOWING EASEMENTS PLOTTED PER © SDG&E "BLANKED EASEMENT" FOR ELECTRIC PRELIMINARY TITLE REPORT PROVIDED BY AND COMMUNICATION FACILITIES RECORDED 0 FENCE O FENCE "CHICAGO TITLE" GUARANTEE NOVEMBER 04, 2002, AS FILE NO.73722003672, DATED APRIL 14, 2022. 2002-0093852 (3' FROM ALL INSTALLED O3 COBLE LINED DITCH O CONCRETE DRIVEWAY SDG&E UTILITIES) TO BE QUITCLAIMED. SEE 8 RECREATIONAL TRAIL EASEMENT GRANTED INTENT TO QUITCLAIM LETTER FROM SDG&E O IRRIGATION CONTROL VALVES O ROCK RETAINING WALL TO THE CITY OF ENCINITAS, RECORDED FEB DATED 3/2/23. 17, 1999, AS FILE 1999-0094719. O5 IRRIGATION BACKFLOW ASSEMBLY O NOT USED NOTE: FOR CLARIFICATION PURPOSES THIS 0 PUBLIC UTILITY EASEMENT GRANTED TO SAN EASEMENT WILL NOT BE SHOWN ON THE 6 O 1 V T I 2 PVC WATER MAN P 1 - - - 1 NOT USED PER DWG 2 0332 00 0 DIEGO GAS AND ELECTRIC COMPANY, GRADING PLAN SHEETS BECAUSE THE RECORDED OCTOBER 04, 1999, AS FILE EXISTING UNDERGROUND ELECTRICAL 0 FIRE HYDRANT O CONCRETE PAD 1999-0671097. FACILITIES WILL BE REMOVED (ITEM 12) O8 8" PVC SEWER MAIN PER W.O. 03-88-43-1 O TREE OPEN SPACE EASEMENT GRANTED TO 0 5 WIDE ACCESS AND DRAINAGE EASEMENT COUNTY OF SAN DIEGO RECORDED JANUARY 0 SEWER MANHOLE PER W.O. 03-88-43-1 GRANTED TO DANIEL AND SALLY LAWRENCE, 31, 1985, AS FILE 1985-033895 (EASEMENT RECORDED OCTOBER 08, 2012, AS FILE OVER ENTIRE PROPBERTY 10 DIRT TRAIL 2012-0612288. (ITEM 19) 11 POWER POLE 0 EASEMENT FOR INGRESS AND EGRESS AS 12 GUY WIRE DESCRIBED IN PARCEL 2 OF TITLE REPORT. 13 ROCK WALL BIOLOGICAL/WETLAND OPEN SPACE BUFFER EASEMENT RECORDED MAY 01, 2018, AS 14 UNDERGROUND ELECTRIC VAULT FILE 2018-0174022 15 ABOVE GROUND ELECTRIC TRANSFORMER UNDERGROUND ELECTRIC LINE (APPROXIMATE LOCATION) Q�OFESS/pN M. o•9�F� Civil Engineering. Environmental � 30 15 0 30 60 90 w m 1 Land Surveying 3 No. 88286 �r 2970 Fifth Avenue, Suite 340 SCALE: 1" = 30' lq C�V�L ��� San Diego, CA 92103 TF pF CA��FConsultants, Inc. (619)232-9200 (619)232-9210 Fax 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. WOG WOG JRR DESCRIPTION: 2.5" BRASS DISC, POINT ID # 1010 LOCATION: NE CORNER OF AN ELECTRIC VAULT INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 03/21/23 NDED: APPROVED: Y21.,wjd GRADING PLANS FOR: ANGER RESIDENCE GRADING PLAN LDEV-020941-2022 PUBLIC WORKS LOCATED AT THE SW INTERSECTION OF LONE JACK WILLIAM M. O'GORMAN DATE PLANNING R.C.E. NO.: 88286 WILLIAM M. O'GORMAN EXP.: 03/31/24 MICHAEL STRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 04-20-2023 04-24-2023 DATE DATE 2568 LONE JACK ROAD, ENCINITAS, CA 92024 APN: 264-241-26 ROAD &DOUBLE LL RANCH ROAD RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 203.160 DATUM: NAVD88 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 2 OF 6 SAVE DATE: 3/21/2023 — PLOT DATE: 3/21/2023 — FILE NAME: P:\Acad\1778 Lone Jack Road\Civil\Grading rian\uroaing rian.awg 24 FL 268.0- /FL 267.E ' CIV- I \ 29 I 100' FUEL , MODIFICATION LIMIT C �� 262.68,� i E L `L LIMITS OF GRADING (TYP.) CONTRACTOR TO ENSURE FENCE DOES NOT IMPEDE DRAINAGE FROM ENTERING SITE FENCE PER ARCHITECT'S PLAN TW 256.62 BW 251.46 24 FL 257.7- BEGIN NEW TW 251.0 BW 251.03 SDRSD D-75B BROW DITCH 1 - 3� scope li, it BROW DITCH PER SDRSD D-75B i „ FL SHOWN ON PLANS BROW DITCH AT TOP OF SLOPE N.T.S. ® STORM DRAIN DATA TABLE (PRIVATE) # BEARING/DELTA RADIUS LENGTH SLOPE SIZE AND TYPE L1 S 80°34'13" E - 47.61' 3.8% 6" PVC L2 S 54°25'47" W - 25.69' 1.0% 12" PVC L3 N 80*34'13" W - 105.47' 1.0% 12" PVC L4 S 03`14'12" E - 36.08' 5.1 % 12" PVC L5 S 80*34'13" E - 70.30' 2.0% 6" PVC L6 N 35*34'13" W - 23.48' 4.6% 6" PVC L7 N 80*34'13" W - 54.20' 1.5% 6" PVC L8 S 54°25'47" W - 43.35' 1.0% 12" PVC L9 N 80*34'13" W - 13.67' 5.0% 4" PVC L10 N 80*34'13" W - 13.67' 5.0% 4" PVC L11 N 09°25'47" E S 79`57'57" E S 46`23'27" E N 00*28'17" E - 6.67' 1.9% 6" PVC 6" PVC 6" PVC L12 L13 - 1.19' 52.52' 7.6% 7.25% - L14 - 60.23' 6.1 % 8" PERF. PVC L15 S 78`21'10" E - 12.58' 1.0% 18" PVC L16 N 04*17'29" E - 112.39' 1.0% 18" PVC L17 S 37*41'18" W - 24.23' 3.1 % 4" PVC TW 250.91 BW 246.7 S74 615. �0. TW ELEVATION SHOWN ON PLANS TO 3� S 'I i I � 12" WIDE X 6" DEEP SWALE RETAINING WALL SWALE BEHIND WALL N.T.S. ® SEWER DATA TABLE # BEARING/DELTA RADIUS LENGTH L1 S 80`34'13" E - 175.57' L2 N 54'25'47" E - 89.66' L3 N 34°25'47" E - 95.00' L4 N 72`06'42" E - 41.62' L5 S 82°43'32" E - 40.48' L7 S 75'33'54" E - 43.40' L8 S 67`32'00" W - 7.09' L9 N 35*34'13" W - 74.15' TW 245.54. BW 240.82 LIMITS OF GRADING (TYP.) FOOTING ON NORTH SIDE OF CONTRACTOR TO ENSURE FENCE DOES NOT IMPEDE DRAINAGE ITW 242.86 TW 242.68 BW/FL OUT 240.01 11I BW 242.68 2 T\AI/ 9a� 1 A FRW 239 27 - 20 10 0 20 40 60 SCALE: 1 " = 20' EASEMENT LEGEND FOLLOWING EASEMENTS PLOTTED PER ❑4 EASEMENT FOR INGRESS AND EGRESS AS PRELIMINARY TITLE REPORT PROVIDED BY DESCRIBED IN PARCEL 2 OF TITLE REPORT. "CHICAGO TITLE" GUARANTEE NO.73722003672, DATED APRIL 14, 2022. BIOLOGICAL/WETLAND OPEN SPACE BUFFER EASEMENT RECORDED MAY 01, 2018, AS ' FILE 2018 0174022 - 7�S8732' 925.34' FL 241.4 24 24 I 235.8� I � t` -LIMITS OF 2q3 GRADING (TYP.) , `.241. . .` Ito . -N 11 . . Aj t� A%` 50' FUEL d W. AD �6' MODIFICATION , •. N ' LIMIT %• �� . V 239.94 I .234.65.`. N 237.50� I .*,234.46.�.� TW 237.50 BW 235.23 .235.02�>T W � FM TWr 239.91' ' ES � .� W LBW 237.500 °'� '�'� 37 W TW 237.50 . �.�.�. .�W _ .'BW 235.32' .020 233.99 35.35> - SW. .1 I w • °/° ES 2 0 _TW 237.50 �t. M: L1 BW 235.39 �f, 1 W 27 40.01 T ' - �° W W 237.50 40.01,, / J fFS/IE OUT / e • I����L•� V , 'TW 237.50 BW 235.54 3 38 ` .234.31'.`='. .' .WiW.1. .` .I�7 T r ' `' `%W. ��•. DESIGNATED .• (IV' U LIMITS OF in m GRADING (TYP.) / / w 4 ❑1 8 RECREATIONAL TRAIL EASEMENT GRANTED - CHANGE OF GEOTECHNICAL CONSULTANT NOTE: TO THE CITY OF ENCINITAS, RECORDED FEB 17, 1999, AS FILE 1999-0094719. A CHANGE OF GEOTECHNICAL CONSULTANT OF RECORD MUST BE PROCESSED IF THE PROJECT'S ❑ OPEN SPACE EASEMENT GRANTED TO GEOTECHNICAL CONSULTANT IS CHANGED AFTER A PERMIT HAS BEEN ISSUED AND BEFORE THE PUBLIC UTILITY EASEMENT GRANTED TO SAN COUNTY OF SAN DIEGO RECORDED JANUARY PROJECT IS AS -BUILT. THE NEW GEOTECHNICAL CONSULTANT MUST PREPARE A TRANSFER OF DIEGO GAS AND ELECTRIC COMPANY, 31, 1985, AS FILE 1985-033895 (EASEMENT GEOTECHNICAL RESPONSIBILITY LETTER. IF THE NEW GEOTECHNICAL CONSULTANT UTILIZED THE RECORDED OCTOBER 04, 1999, AS FILE OVER ENTIRE PROPBERTY GEOTECHNICAL INVESTIGATION AND TEST DATA PREPARED BY THE PREVIOUS GEOTECHNICAL 1999-0671097 CONSULTANTS OF RECORD, THE NEW GEOTECHNICAL CONSULTANT MUST REFERENCE THE CONSTRUCTION NOTES (NOTE: NOT ALL NOTES APPEAR ON THIS SHEET) lO PCC DRIVEWAY PER GEOTECHNICAL ENGINEER (6" REINFORCED PCC OVER 12" CRUSHED MISCELLANEOUS BASE) 2O AC DRIVEWAY PER GEOTECHNICAL ENGINEER (3" AC OVER 12" CTB) 3O CONCRETE WALKWAY/PATIO PER ARCHITECTURAL PLANS 4O 5'X10'X1.1' THICK NO 2 BACKING RIPRAP PER SDRSD D-40 0 3' WIDE AC SPILLWAY PER SDRSD D-22 (ALTERNATE) 0 6" DEEP EARTHEN SWALE BEHIND WALL. SEE SECTION B ON SHT 3 0 6" AC DIKE PER SDRSD G-5 0 12"X12" CATCH BASIN (NDS OR EQUIVALENT) 0 RAILROAD TIE ALONG TOE OF SLOPE (OUTSIDE OF TRAIL) 10 PRE -SLOPED CHANNEL DRAIN (ABT POLYDRAIN OR EQUIVILANT) 11 PVC STORM DRAIN PIPE. SEE TABLE AT BOTTOM LEFT OF THIS SHEET. 12 OUTLET PVC STORM THROUGH RETAINING WALL ONTO 1'X1'X3" THICK CONCRETE OR BRICK SPLASH PAD 13 FENCE PER ARCHITECTURAL PLANS 14 BENCH PER ARCHITECTS PLAN 15 STAIRS PER ARCHITECTURAL PLANS 16 KEYSTONE RETAINING WALL 17 MASONRY RETAINING WALL PER SDRSD C-04 18 BUBBLER RISER PER DETAIL 1 ON SHEET 4 19 24"X24" PRECAST CATCH BASIN (OLDCASTLE 2424CB OR EQUIVILANT) 20 4" SDR35 PVC SEWER LATERAL. SEE TABLE AT BOTTOM LEFT OF THIS SHEET. 21 4" PVC SEWER CLEANOUT (TRAFFIC RATED) 22 4" SEWER LATERAL INSTALLATION PER SDRSD SS-01 23 BIOFILTRATION BASIN. SEE DETAIL ON SHEET 5 24 BROWDITCH PER SDRSD D-75B 25 TYPE "F" CATCH BASIN PER SDRSD D-7. 26 1.5" WATER SERVICE AND ASSEMBLY FOR DOMESTIC AND IRRIGATION USE PER OMWD B-1.2. SEE PLUMBING PLANS FOR CONTINUATION TO BUILDING. 27 TRENCHING FOR POTABLE/FIRE WATER SERVICES PER CITY STD. 28 24"X24" CATCH BASIN (NDS OR EQUIVALENT) 29 3' WIDE X 1' DEEP EARTHEN SWALE 30 STRAIGHT HEADWALL PER SDRSD D-32 31 U-TYPE HEADWALL PER SDRSD D-34, MODIFIED WITH NO REBAR 32 BUILDING WALL PER SDRSD C-04 33 REPLACE ROLLED CURB JOINT TO JOINT AFTER UTILITY TRENCHING 34 5" CHANNEL DRAIN WITH HEAVY DUTY TRAFFIC GRATE (NDS PRO SERIES OR EQUIVILANT 35 INFILTRATION BASIN. SEE DETAIL ON SHEET 5 36 TRENCHING FOR SEWER LATERAL PER CITY STD. RESTRIPE CENTERLINE PER MUTCD AND/OR CITY STANDARDS AFTER TRENCHING. 37 FREESTANDING WALL PER ARCHITECTURAL PLANS 38 GRASS PAVERS 39 1" WATER ASSEMBLY FOR FIRE USE PER OMWD B-1.1. SEE PLUMBING PLANS FOR CONTINUATION TO BUILDING. 4o REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY FOR SIZE 3/4 INCH TO 2 INCH, PER OMWD C-2.1. 41 GATE PER ARCHITECTURAL PLANS 42 STONE RISER AND LAWN STEPS PER ARCHITECTURAL PLANS (TYP.) 43 24"X24" CLEANOUT (BROOKS BOX OR EQUIVALENT) 44 FENCE WITH OPEN SPACE SIGNAGE (SEE BIONOTE #2 ON SHT 1). 45 FENCE MATCHING STYLE OF EXISTING TRAIL FENCE WITH OPEN SPACE SIGNAGE (SEE BIONOTE #2 ON SHT 1) GEOTECHNICAL REPORTS APPROVED FOR THE PROJECT AND MUST STATE THAT THEY AGREE WITH �OFESS/p (ITEM 12) THE DATA, RECOMMENDATIONS AND CONCLUSIONS CONTAINED IN THOSE REPORTS. THE NEW ��Q M. oF� Civil Engineering • Environmental ❑ 3 5' WIDE ACCESS AND DRAINAGE EASEMENT CONSULTANT MUST ALSO STATE THAT THE DATA, RECOMMENDATIONS AND CONCLUSIONS ARE ) .I VALID FOR THE PROPOSED CONSTRUCTION. FOR GRADING PERMITS THE SPECIFIC DRAWING NUMBER Z3 � m ' Land Surveying GRANTED TO DANIEL AND SALLY LAWRENCE, w m RECORDED OCTOBER 08, 2012, AS FILE MUST BE INCLUDED IN THE STATEMENT. ALTERNATIVELY, THE NEW GEOTECHNICAL CONSULTANT � 3 No. es2ss � MUST CONDUCT THEIR OWN INDEPENDENT GEOTECHNICAL INVESTIGATION. A CHANGE OF * 2970 Fifth Avenue, Suite 340 2012-0612288. J' Q (ITEM 19) REQUIRE AFORMCONSTRUC TION CHANGE TO THEGRADINGPLANS RECORD AFTER GRADING PERMIT HAS BEEN ISSUED WILL lq�F�FIVILF���� San Diego, CA 92103 C It t CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC, POINT ID # 1010 LOCATION: NE CORNER OF AN ELECTRIC VAULT LOCATED AT THE SW INTERSECTION OF LONE JACK ROAD & DOUBLE LL RANCH ROAD RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 203.160 DATUM: NAVD88 AS -BUILT APPROVALS WILLIAM M. O'GORMAN DATE PRINCIPAL ENGINEER DATE PUBLIC WORN PLANNING REVIEWER INSPECTOR CAS Onsu an S, nC. (619)232-9200 (619)232-9210 Fax DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. WOG WOG JRR INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 03/21/23�,��� R.C.E. NO.: 88286 WILLIAM M. O'GORMAN EXP.: 03/31 /24 NDED: APPROVED: MICHAEL STRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 04-20-2023 04-24-2023 DATE DATE GRADING PLANS FOR: ANGER RESIDENCE GRADING PLAN 2568 LONE JACK ROAD, ENCINITAS, CA 92024 APN: 264-241-26 LDEV-020941-2022 SHEET 3 OF 6 SAVE DATE: 3/21/2023 - PLOT DATE: 3/21/2023 - FILE NAME: P:\Acad\1778 Lone Jack Road\Civil\Grading rian\uroaing rian.dwg TW 227.4 25TG:213.17 BW 226.53 m , IE: 208.08 TW 227.8 TW 226.9 TW 226.1 00 cn 24 FL 212.6 TB: 212.62 2 y o 431E: 207.92 BW 226.65 BW 226.44 BW 226.34 24 EL 212.3 _ 21 TB: 213.21 224.03 E: 207.00 24FL223.0 ELLIF L is FL 2239 = ----- _ 24 L 212.9 ;� > 224.99' FL 226.0- - FS /� - W _ 5.0 ° L5 �•�- 29 16 29 TW W224.80 n �" 21TB: 215.24` ' �` L� 227.E 7 / E: 210.24 BW 224.80 ° �. 2 TW 227.9 i1 224.97- / , W N 211. F8 0 226.28 BW 226.75/_ FS �\,0 FS �' o , �\ W. 20-. .211.79 .227.74' �° �,;�\ 224.75 o cs' � ��r. W 5 EL �' • '' � 15 ' cV f ' o �'e - �- 18" STORM DRAIN X-ING 3' 3' OVER 4" SEWER / CONSTRUCTION NOTES SD FL:207.85 cu EXISTING GROUND SEWER IE:206.50 / ADJUSTABLE FULL 204.' (NOTE: NOT ALL NOTES APPEAR ON THIS SHEET) 49 CIRCLE BUBBLER lO PCC DRIVEWAY PER GEOTECHNICAL ENGINEER (6" REINFORCED PCC NO. 2 BACKING RIPRAP PER SDRSD D-40 OVER 12" CRUSHED MISCELLANEOUS BASE) TG:212.1 3" MIN I 2O AC DRIVEWAY PER GEOTECHNICAL ENGINEER (3" AC OVER 12" CTB) E: 211.38 N21 °36'52"E 25.50' \ �' / 211.0 6 / 41 `TB: 211,19 / a as �4 �a / 3O CONCRETE WALKWAY/PATIO PER ARCHITECTURAL PLANS / IE.206.1921 FS DRIVEWAY SURFACE FOR - 2 TRAIL CROSSING SHALL HAVE V/ `�� �� /�. ' ., A HEAVY BROOM FINISH I ,���� / 0 5 X10 X1.1 THICK NO 2 BACKING RIPRAP PER SDRSD D-40 211.02 36 � 8 PERFORATED PVC OUTLET ESO '10.26 22 PIPE FROM BASIN WRAPPED IN 3' WIDE AC SPILLWAY PER SDRSD D-22 (ALTERNATE) 34, �F2 : 11 '• IE 4" EAT: 203.39 FILTER FABRIC MIRIFI 140N OR G:210.76 0 6" DEEP EARTHEN SWALE BEHIND WALL. SEE SECTION B ON SHT 3 :T E: 210.20 ` 2 IE MAIN: 202.19 EQUIVILANT) EL �N 7 ES EE 216.5.E .207.50.. I \ 1 0 TW 227.7 3 26LO - :BW 226.72 -_ 227.50 �. `224.4T '/ / =_ I��:209.34 "� I 15 �c 227.00 �� o'. .FS 29 .�/ ` .`.I-4 �I III=1 I �� FS TW 227.4 7F2�UT- �• ES FL 223/.0GUEST HOUSE �` •1WW 20•944 `V I II=III=IIIII=I=�=1131= 21102.` `/ ..yM t BW 226.77 `drn - _ FF: 227.50 r� ai1,4 , 217W I 442 27.00`IIBENCH, 00 � PAD: 226.8 , 11 =l I I-1 I M 11=I I-1 I I II J 227.00218.08.h - a 226.7 9 ' • f - E , t : C FS �, F L. ,�� 5 .N I �I 11 1 111 11111 ---11 � 1 I � � .� 2 01 � .� \ `�`i IBIOFILTRATION BASINII��FS W . W 29 �;, a , • W • `I 16 FL 2�19.1� \\ . ��' III - FG_207.5 - III `;�',,,:' j. 226.93` r 15 . .�J�" �� 20 / / 1 I I I! - 9 FL'*'- L _ TG: 210.25 _ I TB: 225.65" =11I �111=-I I - . •o � '� 7 .I . III _ IE: 204.50 =1 I I I -i I I=1 I � •', �'. � I E : 2 2 0.6 7 " oo `„� I =III=III=111 I I ICI III=III '' . , .. °� \` - �\, �.. .. .` `r.- 21TB: 224.57i 9 5 IE.220.52 FG: 21 ,'�Sg 6 �, w .. .. ..... . `. .`.`.` FS" ��. G:220.25-III-III- TB: 21 y210 1 '0 50 FUEL 8 E: 218.81_111= IE: 214.87 2211 oI - MODIFICATION -III �- '•- - ��. 220.14 I- 210W 21y1.01, �; `N. RE 0 ` LIMIT .`_�w�`�".N 31 . 209 �F2 a' +N. .�`. M. �`.N.W. . �' 6'%. y- TB: 220.31`21 T C14 E: 21.5.31 �• STORM DRAIN X-ING 211.00 ,` I •t� 206.78 :p OVER SEWER �� �- FS F W�•`•230.41`.W 6" SD FL:217.90 4" SEWER IE: 216.49 % 20 Wll _j I ,, 21 5.00 45 -9.0% 2 ° `J . �30 30.0, FL OUT I I i 0 -� - - SETBACK 7 W 4 WO' 'M W.00 12'/.�.Wry�rNN .`. v`.`.' FG: 204.4918 B:226.69'.�.�.'.�L E: 202.00 •N .`.k IE:221.69y �W . .',. ` ` ` EXISTING DINT TRAIL N `•`•`. .1.�.`...W.�.'.`.`. W.IW.". `./".`.•� TO REM IN. SEE ::o] ov � l�' � ` 100' FUEL LIMITS OF TRAIL NOT4 BELOW M - - �f•W W W.I. . GRADING TYP. ... . :�W f ` ( ) W - W` MODIFICATION+�-� -�W.�.W.W .. ��. / `.`.`�`�W`�`�`a��'.�. . LIMIT 5 (,(,Vv. .�N �'i• . 44Lo I J - o��,-,00 �'�`�'- I I ` EXISTING FENCE FEN E TO . ..... .... . �� `. ` • �. ` r . / / REMAIN (PROTECT IN PCE) . . . CV .. EX. UNDERGROUND ELEC. ,r` �L` . ` ,�,}� W� ° 2//�� N6'46'19"E 22.73' LINES TO REMAIN. ;✓ 22 .- I - PROTECT IN PLACE. 45 .-.� -.-... 6 ... --- Y ----J 1 aim Uj -- -__-'28'08"E 311.47' � --- ---- EX. UNDERGROUND ELEC. EX. TRANSFORMER TO VAULT TO REMAIN. PROTECT IN PLACE. REMAIN. PROTECT IN PLACE ® STORM DRAIN DATA TABLE (PRIVATE) # BEARING/DELTA RADIUS LENGTH SLOPE SIZE AND TYPE L1 S 80*34'13" E - 47.61' 3.8% 6" PVC L2 S 54°25'47" W - 25.69' 1.0% 12" PVC L3 N 80*34'13" W - 105.47' 1.0% 12" PVC L4 S 03`14'12" E - 36.08' 5.1 % 12" PVC L5 S 80*34'13" E - 70.30' 2.0% 6" PVC L6 N 35*34'13" W - 23.48' 4.6% 6" PVC L7 N 80*34'13" W - 54.20' 1.5% 6" PVC L8 S 54°25'47" W - 43.35' 1.0% 12" PVC L9 N 80*34'13" W - 13.67' 5.0% 4" PVC L10 N 80°34'13" W - 13.67' 5.0% 4" PVC L11 N 09°25'47" E - 6.67' 1.9% 6" PVC L12 S 79`57'57" E - 1.19, 7.6% 6" PVC L13 S 46°23'27" E - 52.52' 7.25% 6" PVC L14 N 00`28'17" E - 60.23' 6.1 % 8" PERF. PVC L15 S 78`21'10" E - 12.58' 1.0% 18" PVC L16 N 04*17'29" E - 112.39' 1.0% 18" PVC L17 S 37'41'18" W - 1 24.23' 3.1 % 4" PVC ® SEWER DATA TABLE # BEARING/DELTA RADIUS LENGTH L1 S 80`34'13" E - 175.57' L2 N 54°25'47" E - 89.66' L3 N 34`25'47" E - 95.00' L4 N 72°06'42" E - 41.62' L5 S 82°43'32" E - 40.48' L7 S 75`33'54" E - 43.40' L8 S 67°32'00" W - 7.09' L9 N 35*34'13" W - 74.15' TRAIL NOTE: TRAIL TO REMAIN OPEN AND ACCESSIBLE TO ALL USERS DURING CONSTRUCTION ANY PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION HALL BE REPLACED PER SDRSD AND/OR CITY STANDARDS 6 AC DIKE PER SDRSD G-5 0 27 202.0 IE 0 12"X12" CATCH BASIN (NDS OR EQUIVALENT) 4" PVC STORM DRAIN TO CROSS BELOW WATER & FIRE WITH 1 VERTICAL SEPARATION MIN. �+ L BUBBLER B B L E R RISER R DETAIL 0 RAILROAD TIE ALONG TOE OF SLOPE (OUTSIDE OF TRAIL) 1 10 PRE -SLOPED CHANNEL DRAIN (ABT POLYDRAIN OR EQUIVILANT) I N.T.S 11 PVC STORM DRAIN PIPE. SEE TABLE AT BOTTOM LEFT OF THIS SHEET. 2" lateral install required for a 1.5" meter. 12 OUTLET PVC STORM THROUGH RETAINING WALL ONTO 1'X1'X3" THICK CONCRETE OR BRICK SPLASH PAD APPROXIMATE LOCATION OF EXISTING 12" PVC WATER MAIN 13 FENCE PER ARCHITECTURAL PLANS PER DWG 12-0332-00-01 14 BENCH PER ARCHITECTS PLAN 15 STAIRS PER ARCHITECTURAL PLANS I -APPROXIMATE LOCATION OMWD GENERAL POTABLE WATER SYSTEM NOTES REQ. FOR SUBDIVISION IMPROVEMENTS 0 16 KEYSTONE RETAINING WALL OF EXISTING 8" PVC 1. POTABLE WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS 17 MASONRY RETAINING WALL PER SDRSD C-04 SEWER MAIN @ 3.5% SPECIFIED IN THE MOST RECENT EDITION OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARD PER W.O. 03-88-43-1 SPECIFICATIONS AND DRAWINGS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, INCLUDING ALL 18 BUBBLER RISER PER DETAIL 1 ON SHEET 4 1 AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL DATE ON THESE PLANS CONTRACTOR SHALL HAVE A r `-MH NO. 9 40+96.29 O PER W.O. 03-88-43-1 z IE=199.25 (NAVD88) m � I I 205- `T, I I O I 0 30' 30' 60' RIGHT-OF-WAY EXISTING ROLLED CURB & GUTTER 24>± I TO REMAIN P AVE I MH NO. 8 39+93.43 PER W.O. 03-88-43-1 �= IE=191.75 (NAVD88) I II c� 201 I I I I 1' SHOULDER 19' 16' PAVED 2' SHOULDER �6" AC DIKE PER I I SDRSD G-5 AC PAVEMENT PER GEOTECHNICAL ENGINEER PROPOSED (3" AC OVER 12" CLASS II BASE) GROUND (TYP.) TYPICAL DRIVEWAY C N.T.S NOTE: AC PAVEMENT MAY BE SUBSTITUTED FOR ANOTHER SURFACE MATERIAL CAPABLE OF SUPPORTING EMERGENCY VEHICLES (75,000 LBS) AT THE OWNERS DISCRETION AND APPROVAL OF THE PROJECT'S GEOTECHNICAL ENGINEER 20 10 0 20 40 60 SCALE: 1 " = 20' COPY OF THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL TIMES. 19 OLDCASTLE 2424CB OR EQUIVILANT 24"X24" PRECAST CATCH BASIN ( ) 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS) AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE PRE -CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR. 20 4" SDR35 PVC SEWER LATERAL. SEE TABLE AT BOTTOM LEFT OF THIS 3. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE TIME AND DURATION OF SHEET. ANY SHUTDOWNS OF EXISTING MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 21 4" PVC SEWER CLEANOUT (TRAFFIC RATED) 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH -LINING TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDAY OR FRIDAY. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR 22 4" SEWER LATERAL INSTALLATION PER SDRSD SS-01 TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR. CONTRACTOR SHALL NOTIFY 23 BIOFILTRATION BASIN. SEE DETAIL ON SHEET 5 THE DISTRICT INSPECTIONS DEPARTMENT 48 HOURS PRIOR TO THE BEGINNING OF WORK TO ARRANGE FOR INSPECTION OF THE PROJECT. 7. THE CONTRACTOR MUST CALL "DIG ALERT OF SOUTHERN CALIFORNIA" TO HAVE UNDERGROUND SERVICE 24 BROWDITCH PER SDRSD D-75B UTILITIES LOCATED PRIOR TO CONSTRUCTION. THIS CALL WILL BE MADE AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIG ALERT PHONE: 800-227-2600) 25 TYPE "F" CATCH BASIN PER SDRSD D-7. 8. . ALL EXISTING FACILITIES WHICH MAY AFFECT PROJECT CONSTRUCTION, I.E., LINE CROSSINGS, LINE PARALLELING, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER THE STANDARD SPECIFICATIONS THE APPROPRIATE BURIED 26 1.5" WATER SERVICE AND ASSEMBLY FOR DOMESTIC AND IRRIGATION UTILITY WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC WATER LINES INCLUDING WATER LATERALS USE PER OMWD B-1.2. SEE PLUMBING PLANS FOR CONTINUATION TO LOCATED IN PUBLIC RIGHT-OF-WAY. BUILDING. 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. 27 TRENCHING FOR POTABLE/FIRE WATER SERVICES PER CITY STD. 11. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLINGS WITH 4° MAXIMUM DEFLECTION PER COUPLING 2° PER JOINT). NO BENDING CURVING OF PIPE SHALL BE PERMITTED. 12. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOW -OFFS AT ALL LOW POINTS IN THE 28 24"X24" CATCH BASIN (NDS OR EQUIVALENT) WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW -OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE USED IN LIEU OF 29 3' WIDE X 1' DEEP EARTHEN SWALE A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE. 13. INSTALL A MINIMUM 1-INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED 5-FEET FROM A SIDE LOT LINE 30 STRAIGHT HEADWALL PER SDRSD D-32 A 3/4-INCH HIGH LETTER "W" SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 31 U-TYPE HEADWALL PER SDRSD D-34, MODIFIED WITH NO REBAR 14. METER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT THE DISTRICT'S PRIOR WRITTEN CONSENT. 32 BUILDING WALL PER SDRSD C-04 15. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HAVE APPROVED BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. 16. CONTRACTOR SHALL TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO INSPECTOR 33 REPLACE ROLLED CURB JOINT TO JOINT AFTER UTILITY TRENCHING IMMEDIATELY UPON INSTALLATION OF VALVES. 17. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT THE TEE WHENEVER 34 5" CHANNEL DRAIN WITH HEAVY DUTY TRAFFIC GRATE (NDS PRO POSSIBLE. SERIES OR EQUIVILANT 18. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE DISTRICT'S STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. 19. ALL DESIGN CHANGES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTATIVE IN 35 INFILTRATION BASIN. SEE DETAIL ON SHEET 5 WRITING PRIOR TO CONSTRUCTION AND ACCEPTANCE OF THE CHANGE. 20. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH THE PROCEDURES IN THE OMWD 36 TRENCHING FOR SEWER LATERAL PER CITY STD. RESTRIPE CENTERLINE STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE USED AS THE DESIGNATED WORKING PRESSURE FOR PER MUTCD AND/OR CITY STANDARDS AFTER TRENCHING. TESTING ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMWD STANDARD SPECIFICATIONS PRIOR TO TIE-IN OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC 37 FREESTANDING WALL PER ARCHITECTURAL PLANS QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN THAT SPECIFICATION. 22. CONTRACT RECORD DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST 38 GRASS PAVERS PROVIDE POST CONSTRUCTION VERIFICATION OF THE LOCATION AND ELEVATION OF PIPES AND APPURTENANCES 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF ACCEPTANCE 39 1" WATER ASSEMBLY FOR FIRE USE PER OMWD B-1.1. SEE PLUMBING FOR THE PROJECT. CONTRACTOR SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN SO DOING THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND/OR PLANS FOR CONTINUATION TO BUILDING. MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO THE DISTRICT, ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 40 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY FOR SIZE 3/4 24. ALL IRRIGATION METERS SHALL BE SERVED WITH RECYCLED WATER UNLESS PREVIOUSLY APPROVED IN WRITING INCH TO 2 INCH, PER OMWD C-2.1. BY THE DISTRICT. 25. ALL BURIED FITTINGS AND VALVES SHALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH OMWD STANDARD 41 SPECIFICATIONS. GATE PER ARCHITECTURAL PLANS 42 STONE RISER AND LAWN STEPS PER ARCHITECTURAL PLANS (TYP.) 43 24"X24" CLEANOUT (BROOKS BOX OR EQUIVALENT) NOTE: EXISTING WATER MAIN AND SEWER MAIN IN LONE JACK ROAD SHOWN AT APPROXIMATE LOCATION. CONTRACTOR TO POTHOLE SEWER LATERAL AND WATER SERVICE CONNECTIONS TO MAIN AND NOTIFY ENGINEER OF WORK IF ANY CONFLICTS EXIST. 44 FENCE WITH OPEN SPACE SIGNAGE (SEE BIONOTE #2 ON SHT 1). 45 FENCE MATCHING STYLE OF EXISTING TRAIL FENCE WITH OPEN SPACE SIGNAGE (SEE BIONOTE #2 ON SHT 1) /QOESS/pN� C-3 =� m LC" 3 No. 88286 \TF OF C ' Civil Engineering • Environmental Land Surveying 2970 Fifth Avenue, Suite 340 San Diego, CA 92103 Consultants, Inc. (619)232-9200 (619)232-9210 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED B DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. WOG WOGY: JRR DESCRIPTION: 2.5" BRASS DISC, POINT ID # 1010 LOCATION: NE CORNER OF AN ELECTRIC VAULT LOCATED AT THE SW INTERSECTION OF LONE JACK INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 03/21/23��� R.C.E. NO.: 88286 �NILLIAM M. O'GORMAN EXP.: 03/31/24 LADED: APPROVED: ��� MICHAEL STRIZIC JILL T. BANKSTON ENGINEER CITY ENGINEER NCIPAL 04-24-2023 DATE DATE GRADING PLANS FOR: ANGER RESIDENCE GRADING PLAN 2568 LONE JACK ROAD, ENCINITAS, CA 92024 APN: 264-241-26 LDEV-020941-2022 PUBLIC WORKS WILLIAM M. O'GORMAN DATE PLANNING ROAD &DOUBLE LL RANCH ROAD RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 203.160 DATUM: NAVD88 REVIEWERWACMPRINCIPAL PRINCIPAL ENGINEER DATE INSPECTOR SHEET 4 OF 6 SAVE DATE: 3/21/2023 - PLOT DATE: 3/21/2023 - FILE NAME: P:\Acad\1778 Lone Jack Road\Civil\Grading rian\uroaing rian.awg LEGEND PROJECT BOUNDARY DMA BOUNDARY DMA MAP: LONE JACK ROAD POST -DEVELOPED DMA & HMP EXHIBIT SOIL TYPE SOIL TYPE "D" PERVIOUS GRASS YARD AREA IMPERVIOUS AREAS �`�; N / (ROOF, CONCRETE, PAVING, DRIVEWAYS) / / / l I I / / / N / l �N / co N N DISCHARGE LOCATION • / N ( I t - DMA 1- SL PE 1 C A- -SLOP 0.04 AC; : _ 255 POST -CONSTRUCTION BMPS DMA-3-NAf 0.177 AC BIOFILTRATION BASIN /INFILTRATION BASIN __': ;,::•• _ _ _ _ _ " _ _ - __ o _- __ - _ _ _-_ -_ _ p / / __- / / _ DMA-3-DIST' / -- DMA-4-NAT 0.145 AC SD-7 SITE DESIGN BMPS - , / _-- 0.207 AC = SD-2 = I ="DMA -'(-IMP=- yx SD-3 MINIMIZE IMPERVIOUS AREA �:__._:: _ SC-6.E 1.392 AC /�L SD-4 MINIMIZE SOIL COMPACTION // �/ SD-4 SD-7 LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES_:_,__ SD-2 CONSERVE NATURAL AREAS, SOIL AND VEGETATION SD-1 MAINATIN NATURAL DRAINAGE PATHWAYS AND HYDROLOGIC FEATURESSC SOURCE CONTROL BMPs / // / / / �/ / / /�. = _ _~_- sC-6.o SC-1 PREVENTION OF ILLICIT DISCHARGES TO MS4 SC-2 STORM DRAIN STENCILING OR SIGNAGE j / /// / / / I / / C-4_- SC-5 PROTECT TRASH STORAGE AREAS // /// // / / / / // / O j '� ,/ /DMA-3-DI9`T ` CMq,2 NgT SC-6.A ON -SITE STORM DRAIN INLETS j /j j / / / / /� / / / O•041AC NEED FOR FUTURE INDOOR AND STRUCTURAL ---� SC 6.D PEST CONTROL i / / / / / / / / �ti�` / / SC-6.E LANDSCAPE/OUTDOOR PESTICIDE USE / / / / / / / / / / / / o / / SC-6.H REFUSE AREAS SC-6.0 FIRE SPRINKLER TEST WATER 40 20 0�� 40 SC-6.Q PLAZAS, SIDEWALKS, AND PARKING LOTS �,SCAEE: = 40' NOTES 1. DEPTH TO GROUNDWATER 3.5'-5' PER GEOTECHNICAL REPORT 2. UNDERLYING SOIL "D" 3. NO HYDROLOGIC FEATURES TO PROTECT WITH PROJECT DEVELOPMENT AREA 4. BMP 1 WILL BE USED FOR BOTH POLLUTANT CONTROL AND USE 45° WYE AND FITTING ORS HYDROMODIFICATION MANAGEMENT. EQUIVALENT DIRECTIONAL 5. BMP-2 WILL ONLY BE USED FOR HYDROMODIFICATION. CLEANOUT TO CONNECT UNDERDRAIN TO STANDPIPE OpUM,o�ij, h �9/2ST0 WAS���� SAMPLE PROHIBITIVE SIGNAC NOT TO SCALE UIVIF L - II VI IL I I V'1 I NOT TO SCALE DMA & BMP SUMMARY TABLE DMA TOTAL AREA (AC) IMPERVIOUS AREA (AC) PERVIOUS AREA (AC) DMA TYPE BMP TYPE BMP ID BMP SIZE (SF) DRAINS TO 1-NAT 0.657 0.000 0.657 SELF -MITIGATING - - - POC-1 1-DIST-A 0.583 0.000 0.583 SELF -MITIGATING - - - POC-1 1-DIST-B 0.265 0.000 0.265 DRAINS TO BMP-2; SELF -MITIGATING - - - POC-1 BMP-2 0.005 0.000 0.005 - INFILTRATION (INF-1) INF-1 - POC-1 1-IMP 1.392 0.867 0.525 DRAINS TO BMP-1 _ _ - POC-1 1-SLOPE 0.177 0.000 0.177 SELF -MITIGATING - - - POC-1 13MP-1 0.064 0.000 0.064 - BIOFILTRATION (BF-1) BMP-1 2771 POC-1 2-NAT 0.041 0.000 0.041 SELF -MITIGATING - - - POC-2 3-NAT 0.177 0.000 0.177 SELF -MITIGATING - - - POC-3 3-DIST 0.145 0.000 0.145 SELF -MITIGATING - - - POC-3 3-SLOPE 0.041 0.000 0.041 SELF -MITIGATING - - - POC-3 4-NAT 0.207 0.000 0.207 SELF -MITIGATING - - - POC-4 TOTAL 3.754 0.867 2.887 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DESCRIPTION: 2.5" BRASS DISC, POINT ID # 1010 LOCATION: NE CORNER OF AN ELECTRIC VAULT LOCATED AT THE SW INTERSECTION OF LONE JACK ROAD & DOUBLE LL RANCH ROAD RECORD FROM: ENCINITAS SURVEY CONTROL ELEVATION: 203.160 DATUM: NAVD88 NATIVE SOIL\\ \� TOTAL *CLEAN WASHED SAND - GRAVEL LAYER DEPTH *3/8" PEA GRAVEL - 30-MIL PVC IMPERMEABLE LINER (GEOMEMBRANE BY EPI OR APPROVED EQUAL) PER MANUFACTURERS SPECIFICATIONS. NOTE: LINER MAY BE OMITTED IF FILL SOILS ARE OBSERVED AND CLASSIFIED TO BE HIGHLY EXPANSIVE DURING CONSTRUCTION BY GEOTECHNICAL ENGINEER AS -BUILT APPROVALS WILLIAM M. O'GORMAN DATE PRINCIPAL ENGINEER DATE PUBLIC WORIs PLANNING REVIEWER INSPECTOR TABULATED DATA A 33" B 24" C 9" D 18" E 18" F 36" G 3" H NOT USED I NOT USED J 8" PVC SD K 2 SLOTS- 20"(W)x1.75"(H)' L 18" M NOT USED N NOT USED 0 NOT USED INT. I DATE i 3" NON-FLOATABLE MULCH PVC SCREW CAP 4.5' 209.0 FG ��207.5 F m LIMITS 09 AMENVED SOIL = 2,767 SF BOTTOM ISURFAICE AREA = 1,845 SF ON TERMINAL END OF PIPE 204.5 FG (BOTTOM OF GRAVEL) GINEERED Y c) 7- ;;-�ww . . � �__� '♦ai►000w0000aaDOOs'Osa®a ►�! .aaaaoaaa��ea♦aaa♦ac.♦ae, �o♦a♦aaaaa♦a♦aaaaaaaa.a®� TX �,aaa�,►aaaaaaaa��a�a��.. i....... a - ;l111L 5ki / .�,aaaaa• ;; 0,- ♦♦ ♦♦a- 1 raaaaaaaaaa♦a ,. ♦a♦a♦1` .=��=if-��= �aoaiaiaiai .♦♦a♦♦ �I'uullulll rin �ia�a�a�a�a! : I II II II �� 1111111� IG�r /♦aaaaaaaa� II II II 11;,1=- .a♦a♦♦ n=n=n a it u n •SOIL. 11 �♦♦♦♦i_I-II=1I=n a _ . IL BELOW. ♦®♦a♦ j �Qjajaaaaa II II 11-11 II II I=11: ►�d� fj 1a♦aaaaaaa/�< � � II II' II=11 II d al- ! ►aaaa, ♦. u u u n, u u u=i1�� ♦a♦aa�♦. 1T a n: u I u n: u= 1 ►♦aoaia� ��;., n:=1�1 n1111u:un11u11n111C�� BMP-1 ►�aia®♦ �, n i� n n-n=u 1r a=u= P! 1 w in BIO FILTRATION BASIN ►..a. - 11 II . IL-u .. a .. �� _,1:=1 �r ie"moo►s �'� i� (BOTTOM -� S7URFACE AREA) ' 207.5 FG , �1 CO BELOWSEE NEW INFILTRATION BASIN 0.657 AC •� I • 00 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE FOR WELL DRAINED SOIL [RISER STRUCTURE I SIZE PER TG 210.25 3' U F Q 3•� MP Sol 3/4" COARSE GRAVEL SECTION 1 - BMP 1 - BIOFILTRATION BASIN DETAIL NOT TO SCALE SCH 40 MALE CLASS II PERM ° ADAPTER (MiTPxSoC) a STORAGE LAYER J O a SCH 40 PVC THREADED END CAP (FPT) PERFORATED o o DRILL 1" ORIFICE AT PVC UNDERDRAIN FLOWLINE OF END CAP Z2 a I CLASS II PERM STORAGE LAYER DESIGNED BY: DRAWN BY: CHECKED BY: WOG I WOG JRR PLANS PREPARED UNDER SUPERVISION OF DATE: 03/21 /23 R.C.E. NO.: 88286 WILLIAM M. O'GORMAN EXP.: 03/31/24 BMP 1 - ORIFICE DETAIL NOT TO SCALE ENGINEERING DIVISION APPROVALS I3rNDED: APPROVED: MICHAEL STRIZIC JILL T. BANKSTON PRINCIPAL ENGINEER CITY ENGINEER 04-20-2023 04-24-2023 DATE DATE 204.50 INV. ELEV. END CAP W/ FLOW CONTROL ORIFICE PER DETAIL BELOW 6" UNDER DRAIN FL ELEV=204.75 GENERAL NOTES-. 211.0 FG SFZ OWCE 1. SOIL MIX PER STORM WATER QUALITY MANAGEMENT PLAN REQUIREMENTS. *3"-SAND LAYER PER ASTM C33 CLEAN WASHED SAND 2. *3"-PEA GRAVEL PER NO. 8 PEA GRAVEL 3. *12"COARSE GRAVEL PER NO.57 COARSE GRAVEL Q0ESS/pN ���`�°�,N► o•9�F� Civil Engineering • Environmental 1 Z3 :12 Land Surveying m L" 3 No. 88286 �r * 2442 Second Avenue `flq C/o- San Diego, CA 92101 lF 4F CA1.\F Consultants, Inc. (619)232-9200 (619)232-9210 Fax CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. GRADING PLANS FOR: ANGER RESIDENCE GRADING PLAN LDEV-020941-2022 2568 LONE JACK ROAD, ENCINITAS, CA 92024 AP N : 264-241-26 SHEET 5 OF 6 SAVE DATE: 3/21 /2023 - PLOT DATE: 3/22/2023 - FILE NAME: P:\Acad\177b Lone Jack Koad\Civil\Grading Tian \uraaing Plan - bMF' rlan.awg PARCEL 2 \ PARCEL 3 PARCEL 1 PM 4460 PM 4460 1 , PM 4850 / \ SS-10 > o _ - 0 N 21 '36' 52"E Cn 925.34CD Cn >0 SE-10 - - �- __-='-_� -- - NS-3 S _ - - -A. _ 0 SAS 4 - : SS�-4 W 24 - �� _ - -- 4r - I :�2 SS' 4 42 \ 4 SE 10 �.�_� 241 -� `• _ 0 rd e SE-5 SE-6 p 0 ; - I V �C` 7 - JE, - !• d' - I 77 0' - - v D - SE-10 ,! 0 D 'D r - • N• ` � ., NS 3 .. .... ..• 0 0 I . , ,. o _ 0 u- � . -, •,, � ter- �_ ' . , ... •;' NS D1 / � - - � W W .. ,. , .W. .W. . .W „ .W. . . . . . . $$ � .. - ...• -brill O) N - •'�,�, ,•, ,,, • SE 10 , D� -_ .....• S• .•�' � GOUEST HOUSE I SETBACK K h 0� I E T •I' .r. •ll S 10 S _j o0Oo I 1 Jz 0 D D /e .0 f �POOL HOUSE ' 0SS n 4 , S 'V6•: `2 w�rI ` // •/•• PFAFD: 2: 2272.560.8 i �N2S2 2 '3 , --TII-1l-�IIIi ll-_llTIII lI-1T- II1Iil-_llTIllI._ll-ll-�ll-_llTIIIlII---1T-I5IIIBll-_ll- I I llI�ll1T- A1l, ll- N _•iNQ7 JII SornIII f SE-5 GARAGE GFF:240.00 BIO ILTRAION N FF: 244.00 PAD: 240 FG: 207.N 3.3 E 1 r� �I S I SS' 6 •D n , 1 y i I I i l I Jl T II-1 \ D `L •a � Q .;• _ 0 p $�� ••,>' ^� � .cV. ,r.• .•I. .�:I•` .c., rL o =III,,_ SS-10 111==T=T Od � � \ �1 I M SE-6N• 111 111 111 lll lil 111 111 b •� .N. I a D ° .I \ 0 0 , _ ill lli lli / W I I SE 1 �������_ ° r SE-5 =i� --n� o II o ..... . .. . .. ... . ... D �'--------------- � MAIN RESIDENCE � �. .": � , .`.•'•: ,.� iL- 2211 ILI- c����������^ o POOL HOUSE ....................2 I SE 6 "' �n I FF 241 00 �: SE 10 N .. �, •, FF: 244.00 PAD: 240.3 �� :.o' : �: N ` : cr `.� �� g- LOT 8 \ Fe e i� 1 D :=N �,..N.. _ Goa ° Y SE-5 ®o y PAD: 243.3 ' '�..' .� .. N/..o�.._._� W. W G� MAP '13947� ' ,� " , :: :� S .3 N.. N SE- , 0 \ „ D . , , ,5 ' . , , r S,S � ,. cuT :h. d N I .., STORMWATER POLLUTION CONTROL BMP NOTES - ,.. •' _ '' '•'>' •'•' '•� ' '' 0� /eD SE-6 SE SE 6 •"• " / T I SE-10' RELATIVE TO CONSTRUCTION ACTIVITIES � - •' , �',�, ; • •• •• ' � - T�f• � � • � � , � - .•• 4 4 r1rl)(}- N b v / CONCRETE WASHOUT WASTE MANAGEMENT •' r•' '• ,' �, i , e .. .. % SS 10 I �• • ^�- CONTRACTOR SHALL ESTABLISH AND USE AN CONTRACTOR SHALL BE RESPON tBLE FOR PROPERLY � ' ' `-`-'- ,,, • ` ,' , ;•,,,, '„•: ;••: ' •;• "''� •;'�•• /. g, ` ry.•� 'tN ' DLL ADEQUATELY SIZED CONCRETE DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION S - 4 WASHOUT AREA T CONTAIN WASHOUT WA TE N MATERIALS. DUMPING F UNUSED R WASTE PR ' ' �'' •""' O COWASTES O S U G O U US O S ODU�ZS 3 13'� � \ •�''. ' ; ' _ • . ', ,,, ' 'p :•' D. •'•N;:;•:cv •;�;••• �6� • � 30 0 SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY ON THE GROUND WHERE WATER CAN CARRY THEM INTO 6 SE 10 �, ;•. 2 SV'•'•'�' ` ' a ' LOT 9 15. \ .. ...:.. .. >' : OPEN SPACE AREA. ETBA , MORTAR STUCCO PLASTER AND THE LIKE INTO THE THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. _ �... N.. 30 30 ��� SS 4 `L . ..: `r •'''' ' ' : •• NO WORK ALLOWED CONVEYANCE SYSTEM R ANY MAP �I3�47 i �� .�,- �. ...`.`.°.•.•-•.�.•.•/^.•.•.....•.`.•.• .. N'.� • � ';" , STORMWATER CO C S S O \ .... ....`...... : is:+. :: -OF-WAY WATER. CONTRACTOR SHALL POST A SIGN NO SEEPAGE FROM ANY DUMPSTER SHALL BE�`..`.. _ ..`, . • .. , :�, , , N' ' '` BEYOND SILT FENCE 60 RIGHT OF WAY DESIGNATING THE WASHOUT LOCATION. DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL \\ ......... F1_L.` ` SE 5 ••ati` BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE... �\ ;. : . CONSTRUCTION SITE ACCESS NATURAL STORM RUNOFF. DUMPSITES SHALL BE ` ...' ..... �' ' I .. .. ...... ' A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS p C� \ "� SE-1, . T .< N' ; c�,l •' ^ - c� in I I PROVIDED FOR VEHICLES EGRESS AND INGRESS TO SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS �, cn ` Ql g I N ti .`.. .. PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES �.�. `T ...:'..... .. `:•:•' •::•:•:•:`' '`L :•A' • /:•`•.•.• I USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN �� ... p...`.`.`...`..`, ` : L 1 NF'1-6 19 E 2 3 CORRUGATED STEEL PANELS/PLATES. ORDER TO AVOID RAIN CONTACT WITH ANY TRASH g_ SE 5. / 2'7 4 4 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FEN NG LOT 10 �22 MATERIAL. -, 8. j_�t• CONSTRUCTION VEHICLES 4 BY 4 IN (10 BY 10 CM) TO THE POSTS. MAP 13947 ,�22 .....:.:. :: ' ' - A SPECIFIC AREA AWAY FROM GUTTERS AND STORM MANY CONSTRUCTION MATERIALS, INCLUDING TRENCH UP SLOPE FROM AND DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, ALONG THE LINE OF POSTS. VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE BROKEN ASPHALT AND CONCRETE, WOOD, AND / p� nj S$9`�g'OF'"E 31' 47' Y ICK EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL CLEARED VEGETATION CAN BE RECYCLED. 10 MAX w `� c\`�' �,`�' o Q LOT 11 BE MADE OFF -SITE. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN �\ APPROPRIATE LANDFILL OR DISPOSED OF AS MAP 13947 `' I EROSION CONTROL HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL // �� � EROSION CONTROL MUST BE PROVIDED FOR ALL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS K.e P / / �/ GRAVEL BAGS OVERLAP EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY WASTE HOTLINE TOLL FREE AT (800 714-1195. FOR ""' ONTO DIKE DESILTING BASIN NOTE: SHALL BE PROTECTED AGAINST EROSION BY INSTALLING INFORMATION ON LANDFILLS AND TO ORDER �Y " I'I BIOFILTRATION BASIN SHALL BE EXCAVATED AND USED AS A EROSION RESISTANT SURFACES SUCH AS EROSION DUMPSTERS CALL EDCO AT (760) 436-4151. / 4 IN (10 CM) DESILTING BASIN DURING CONSTRUCTION. THE SILT SHALL BE CONTROL MATS, ADEQUATE GROUND COVER COMPLETELY REMOVED, THE BOTTOM SCARIFIED IF NECESSARY AND VEGETATION, AND BONDED FIBER MATRIX. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. 3. ATTACH THE FILTER FABRIC 4. BACKFILL AND COMPACT THE - - THE BIOFILTRATION BASIN COMPLETED ONCE FINAL SITE PLACE TRASH CANS AND RECYCLING RECEPTACLES TO THE WIRE FENCE AND EXCAVATED SOIL. NO EXCAVATION AND GRADING ACTIVITIES ARE AROUND THE SITE. EXTEND IT INTO THE TRENCH. STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL ALLOWED DURING WET WEATHER. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR j 3 FT (0.9 M) MIN. RUNOFF AROUND THE CONSTRUCTION SITE. SHALL PROVIDE SECONDARY CONTAINMENT AND ��(, FILTER FABRIC I'�LEGEND CONTRACTOR SHALL PROTECT CHANNELS AGAINST LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN -_ -_ -_ ;;•;;;;;•;; 30 15 0 30 60 90 RUNOFF EROSION USING PERMANENT AND TEMPORARY EROSION INLETS ON PERVIOUS SURFACES. =III=III=III=I;:.......';,- WIRE ITEM CONTROL MEASURES. III-III=III=III III=III=III- CALTRANS # SYMBOL � -III-III-III-III=III-III=III=III- ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM �j �I,illl=III=III=III=III=III=III GAP BETWEEN BAGS THREE LAYERS OF GRAVEL REMOVE EXISTING VEGETATION ONLY WHEN THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR -III.-III.-III,,-III,,-III=III- SCALE: 1 = 30 RIPRAP ENERGY DISSIPATOR SS-10 ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT ACTS AS SPILLWAY BAGS WITH ENDS OVERLAPPED CONDUCTED IN PHASES TO AVOID UNNECESSARY MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE REMOVAL OF THE NATURAL GROUND COVER. DO NOT SILT FENCE (SC-1) GRAVEL BAGS (SC-6, SC-8) SILT FENCE SE-1 _---SF - REMOVE TREES OR SHRUBS UNNECESSARILY; THEY FOR MORE INFORMATION ON STORMWATER POLLUTION NOT TO SCALE HELP DECREASE EROSION. CONTROL MEASURES AND REQUIREMENTS PLEASE NOT TO SCALE 0000 CD CONTACT THE ENGINEERING DEPARTMENT, CITY OF STORM DRAIN INLET SE-10 OLw CD TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES ENCINITAS AT (760) 633-2770. PROTECTION C�00 OR WHERE CONSTRUCTION IS NOT IMMEDIATELY 12" MIN, UNLESS OTHERWISE PLANNED FOR EROSION CONTROL PURPOSES. EROSION EROSION CONTROL SPECIFIED BY A SOILS ENGINEER GRAVEL BAGS SE-6 000 SHALL BE PREVENTED BY PLANTING FAST-GROWING CRUSHED AGGREGATE GREATER THAN 3", ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND STRAW ROLLS MUST BE PLACED BUT SMALLER THAN 6". DRAINAGE SWALE THE SOIL. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ALONG SLOPE CONTOURS NICHOLAS ANGER AT (203) 969-5660, 24 HOURS A DAY. 3"-5" (75-125mm) FILTER FABRIC STABILIZED CONSTRUCTION TC-1 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, \ ENTRANCE ONCE EXCAVATION AND GRADING ACTIVITIES ARE 2• EQUIPMENT AND WORKERS FOR EMERGENCY WORK %\ COMPLETE. SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY 3' M\N \�/\ SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MPX' �/\ 8"-10" DIA. FIBER ROLL: SE-5 FR FR- WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ��\\ \ (200-250mm) \/\/ \/\\/\\/\\/\\/\\/\\/\ / ORIGINAL MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 �//\//\\//\//\// / / AT CONVENIENT LOCATIONS TO FACILITATE RAPID , I� \����\�\ GRADE MATERIAL DELIVERY & STORAGE: WM-1 WM-1 ON -SITE CONSTRUCTION MATERIAL STORAGE CONSTRUCTION OF TEMPORARY EROSION CONTROL STOCKPILE MANAGEMENT: WM-3 WM-3 STORED MATERIALS SHALL BE CONTAINED IN A SECURE MEASURES WHEN RAIN IS IMMINENT. i\ �Vy \ SECTION A -A PLACE TO PREVENT SEEPAGE AND SPILLAGE. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR ���\ t�. \ �jj� SPILL PREVENTION AND CONTROL: WM-4 WM-4 CONTRACTOR SHALL STORE THESE PRODUCTS WHERE MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING/ , \ \\j\ = NO SCALE SOLID WASTE MANAGEMENT: WM-5 WM-5 THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR INSPECTOR. SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL 4. THE CONTRACTOR SHALL RESTORE ALL EROSION ��/ ADJACENT ROLLS SHALL » 1 X 1 STAKE » ��� HAZARDOUS WASTE MANAGEMENT: WM-6 WM-6 FUEL STORED ON -SITE. ELIMINATE OR REDUCE CONTROL DEVICES TO WORKING ORDER TO THE i\ TIGHTLY ABUT of A CONCRETE WASTE MANAGEMENT: WM-8 WM-8 POLLUTION OF STORMWATER FROM STOCKPILES KEPT SATISFACTION OF THE CITY ENGINEER AFTER EACH �/ NTS ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING RUN-OFF PRODUCING RAINFALL. SANITARY WASTE MANAGEMENT: WM-9 WM-9 MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION WATER CONSERVATION PRACTICES: NS-1 NS-1 ETC. STOCKPILES SHALL BE LOCATED AWAY FROM /\ ti 5 10' MIN OR AS REQUIRED CONTROL MEASURES I MAY L REQUIRED BY THE CITY // , I SEDIMENT, ORGANIC PAVING AND GRINDING OPERATIONS: NS- 3 NS-3 CONCENTRATED STORMWATER STORMWATER FLOWS \�\\�" ,. \\�V�j, / TO ACCOMMODATE 0 ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION \ ;�• , ���\�\ MATTER AND AND STORM DRAIN INLETS. STOCKPILES SHALL BE `\i\ ANTICIPATED TRAFFIC. VEHICLE AND EQUIPMENT MAINT. NS 10 NS-10 COVERED OR PROTECTED WITH SOIL STABILIZATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. j \ NATIVE//\\'��// CAPTUREDEBEH BEDS HIND WHICHEVER IS GREATER STREET SWEEPING AND VACUUMING: SE-7 SO MEASURES AND PROVIDED WITH A TEMPORARY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL \ \ �\ Q Q Q Q Q Q Q Q Q 0 SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC THE ROLLS. TIMES. TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE j \\ice\\'' HYDROSEEDING: SS-4 SS-4 POTENTIALLY UNSAFE. \ /\\ TEMPORARY PIPE CULVERT AS NEEDED A PAD STABILIZATION: SS-5 SS-5 \ � / 0 TRAINING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE/// /�/\\,� CONTRACTORS' EMPLOYEES WHO PERFORM \\ w STRAW MULCH: SS-6 SS-6 APPROVED GRADING PLAN SHALL BE INCORPORATED//� =Q 50' OR MAXIMUM ALLOWED BY SITE CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE HEREON. err OR FOUR TIMES THE CIRCUMFERENCE OF THE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS Q� THE LARGEST CONSTRUCTION VEHICLE TIRE, Q�OFESS/pfy STORMWATER POLLUTION CONTROL REQUIREMENTS. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST NOTE: � p 9� DRAIN AWAY FROM THE FACE OF SLOPE AT THE X WHICHEVER IS GREATER. �� M. 0• F Civil Engineering • Environmental THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE 1. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT AND SECURE STAKING w �) F� 2 ' g g CONCLUSION OF EACH WORK DAY. -' v Land Surveying WORKING ON SITE. THE PROPERTY OWNER(S) AND THE OF THE ROLL IN A TRENCH, 3"-5" (75-125mm) DEEP, DUG ON CONTOUR. NOTE: �, z PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND ROLL. CONSTRUCTION SEDIMENT BARRIER AND CHANNELIZE ` 3 No. 88286 ABOUT STORMWATER REQUIREMENTS AND THEIR OWN IN PLACE AT THE END OF EACH WORKING DAY WHEN THE RUNOFF TO SEDIMENT TRAPPING DEVICE. * * 2970 Fifth Avenue, Suite 340 RESPONSIBILITIES. FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY s Q PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE FIBER ROLLS STABILIZED CONSTRUCTION ENTRANCE (TC-1) fql CIVIL San Diego, CA 92103 REMOVED AFTER EACH RAINFALL. NTS NO SCALE F 4F CNO Consultants, Inc. (619)232-9200 (619)232-9210 Fax CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: WOG WOG JRR ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. INT. DATE PLANS PREPARED UNDER SUPERVISION OF NDED: APPROVED: EROSION CONTROL PLAN FOR: DESCRIPTION: 2.5" BRASS DISC, POINT ID # 1010 LOCATION: NE CORNER OF AN ELECTRIC VAULT PUBLIC WORKS DATE: 03/21/23 Y21.,wjd ANGER RESIDENCE GRADING PLAN LDEV-020941-2022 LOCATED AT THE SW INTERSECTION OF LONE JACK WILLIAM M. O'GORMAN DATE 2568 LONE JACK ROAD, PLANNING MICHAEL STRIZIC JILL T. BANKSTON ROAD &DOUBLE LL RANCH ROAD R.C.E. NO.: 88286 ENCINITAS, CA 92024 RECORD FROM: ENCINITAS SURVEY CONTROL REVIEWER PRINCIPAL ENGINEER CITY ENGINEER 04-20-2023 NCIPAL E04-24-2023 APN: 264-241-26 ELEVATION: 203.160 DATUM: NAVD88 PRINCIPAL ENGINEER DATE INSPECTOR WILLIAM M. O'GORMAN EXP.: 03/31/24 DATE DATE SHEET 6 OF 6 SAVE DATE: 3/21/2023 - PLOT DATE: 3/21/2023 - FILE NAME: P:\Acad\1778 Lone Jack Road\Civil\Grading rian\uroaing rian.awg