2020-13765 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES OWNER
DLS HOLDINGS LP,
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DANIEL FRYE AT (858) 401-2292, 24 HOURS A DAY. CONCRETE WASHOUT 2047 SAN ELIJO AVE.
PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE CONTRACTOR SHALL ESTABLISHAND USE AN ADEQUATELY SIZED CONCRETE CARDIFF, CA 92007
RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE
(OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE PERMITTEE
DRAINAGE NOTE LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. WASHOUT LOCATION. LEIGHTON R. FRYE
DLS HOLDINGS LP,
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NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. CONSTRUCTION SITE ACCESS 2047 SAN ELIJO AVE. SITE ym� T
FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF CARDIFF, CA 92007
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCKAND/OR CORRUGATED STEEL PANELS/PLATES. (858)401-2292 �m ,
UTILITY NOTE ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. �m
CONSTRUCTION VEHICLES -o uN N 0
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE SITEADDRESS
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DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAYARISE. REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. 555 & 571 N. VULCAN AVE.
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GENERAL NOTES ENCINITAS, CA 92024
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS EROSION CONTROL APN: 256-090-06 & 07 m ��
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST �Z
THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. BONDED FIBER MATRIX. LEGAL DESCRIPTION
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
2. THE SOILS REPORT TITLED "LIMITED GEOTECHNICAL INVESTIGATION AND INFILTRATION TESTING FOR LID FEASIBILITY, VULCAN 16," 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT THAT PORTION OF LOT 11 OF LEUCADIA ACRES, IN THE COUNTY OF SAN DIEGD STATE OF VICINITY MAP
PREPARED BY CW LA MONTE COMPANY, INCORPORATED, DATED SEPTEMBER 11, 2018, SHALL BE CONSIDERED AS A PART OF THIS GRADING EACH WORK DAY. CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. CALIFORNIA ACCORDING TO MAP THEREOF NO. 1704 FILED IN THE OFFICE OF THE COUNTY
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID RECORDER OF SAID COUNTY, JULY 5, 1918, MORE PARTICULARLY DESCRIBED IN GRANT DEED NTS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE RECORDED NOVEMBER 4, 2020, DOCUMENT NO.2020-0688048, O.R. (APN 256-090-07)
3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT-OF-WAY OR EASEMENTS SHALL BE REQUIRED IN DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH EROSION.
CONJUNCTION WITH IMPROVEMENT PLANS. RAINFALL. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION THE NORTHWESTERLY 50 FEET OFALL THAT PORTION OF LOT I I OF LEUCADIA ACRES IN THE
CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1704, FILED
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. BIND THE SOIL. IN THE OFFICE OF THE COUNTY RECORDER OF SAID SAN DIEGO COUNNY, JULY 5, 1918, MORE
PARTICULARLY DESCRIBED IN GRANT DEED RECORDED NOVEMBER 4, 2020, DOCUMENT NO.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. 2020-0688048, O.R. (APN 256-090-06)
OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF
RE-ESTABLISHED AND REPLACED BYA REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET ON -SITE CONSTRUCTION MATERIAL STORAGE
ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM.
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE SOILS ENGINEER'S CERTIFICATE
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL
FOR CONFORMING TO ALL LOCAL, STATEAND FEDERAL SAFETYAND HEALTH STANDARDS, LAWS AND REGULATIONS. STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, I, CLIFFORD W. La HAN C A REGISTERED CIVIL ENGINEER IN THE STATE OF OF TH SOIL
PRINCIPALLY DOING BUSINESS IN THE FIELD A
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
PERMIT FROM THE CITY. PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MADE BY ME O UNDER MY DIRECTION ON SUBMITTED
15, THE ONE COMPLETE COPY G THE SOILS REPORT COMPILED FROM THIS STUDY,
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP/IMP FACILITIES AND/OR TO TURF OR LANDSCAPED GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE-CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING THEAPPROVED BMP/IMP FACILITYAND/OR THE TURF/LANDSCAPED AREAS. TRAINING
PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY
MEETING SHALL BE SCHEDULED WITH THE CITYAT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SIGNED:
4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM CLIFFORD W. La MONTE
THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP. SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE AND THEIR OWN RESPONSIBILITIES.
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE RCE NO.: 25241 FFSFESS/F FCZFEESS
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SYSTEM THAT IS DESIGNED TO COLLECT RUNOFFAND DISCHARGE IT TO AN ADEQUATE IMP /BMP. CONTRACTOWASTE MANAGEMENT TERIALS. DUMPING OF EXP. DATE. �C �� ��
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL ANDIOR FINAL UNUSED ORWASTEPRODUCTS SHALL BE SON THIBLE E GROUND, WHERE WATER CAN CARRYY DISPOSING OF ALL WASTE THEMINTO THE CONVEYANCEND UNUSED CONSTRUCTION SYSTEMIS STRICTLY ��� F�UtO� <Q �2 � O V\I,��F
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE JOB #: 18-7045 U 02
RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT LDEV-013765-2020 CITY PROHIBITED. 0 �Exp. -z U J Exp. 7,
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS W = 12/31 /2023 0 W U 12/31 /2023 U m
AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN C.W. LA MONTE COMPANY, INC. U U
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE 7840 EL CAJON BLVD, SUITE200, LA MESA CA 91942 U No. 25241 No. 495
GRADING OPERATION. REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH12. F
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. PH: (619) 462-9861 C'v
TEST
ALL GRADING SHALL BE INSPECTED AND TESTED BY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE,
TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR T� �F\� �T� \�
REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE ALLOW RAINWATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE STATEMENT OF ENGINEER OF WORK CA OF FF\
SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT TOLL FREEAT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. I
E. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED US
ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ENGINEER CONTROLS H PERFORMANCE THE ENGINEER AGREES THAT ANY PLAN HE K R REVIEW PERFORMED BY THE CITY F
WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK G IN 0 S CIT 0 CE G G S C C 0 0 C 0
HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAYBE REQUIRED FOR THIS STRUCTURE. AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE
CONTROL MEASURES HAVE BEEN INSTALLED. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFYAND
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD
DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE SAN DIEGUITO WATER DISTRICT NOTES NOTIFICATIONS ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE WITHIN THE COURSE AND SCOPE OF S AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A •
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR SIGNATURE: DATE: 0512012022
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THEACCURACY
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID BRIANARDOLINO
THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF
COMMENCEMENT OF WORK: PASCO, LARET, SUITER &ASSOCIATES
AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR THE LIMITS OF THIS PROJECT. 535 N. HWY 101, SUITE A,
EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SOLANA BEACH, CA 92075
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED A. SEWERS - LEUCADIA WW DISTRICT - (760)-753-0155 D. RECYCLED WATER -SAN ELIJO JOINT POWERS AUTHORITY- (760) 753-6203 X-32
CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER B. GAS & ELECTRIC - SDGE - (760)-438-6200 E. TELEPHONE - SBC BELL - (760)-489-3411 PH: (858) 259-8212
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN C. WATER - SAN DIEGUITO WATER DISTRICT-1-760-633-2650 F. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233
SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: SHEET INDEX
TO THE DISPOSAL OF ANY SUCH MATERIAL. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE ANDIOR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE (760)-633-2770. 1, TITLE SHEET
HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES 32. LEGEND AND DETAILS
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST MANAGEMENT PROGRAM. TREES MUST MEET CURRENT WATER AGENCIES . THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: 633-2770. ALL WORK PERFORMED WITHOUT STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET ( 3. GRADING PLAN
LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. 4. SECTIONS AND DETAILS
SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR 5. EROSION CONTROL PLAN
DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE OWNER'S CERTIFICATE
REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE
DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. DIEGO GAS AND ELECTRIC VAULTS. OVER ALL GRADING ACTIVITYAND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS.
THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY WATER METERS MUST BE IN FRONT OF THE PARCEL THEYARE SERVING. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS
TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND
SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR
SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS,
SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR BMP PROJECT STATUS
DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC
EASEMENTS. pF E S S/p
ACTIVITIES ARE ALLOWED TO RESUME. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC QFZ ry9
PROTECTION INACCORDANCE WITH WC-17OR WC-18. SIGNATURE: DATE: 811212022 ��0 HAE1 q�l PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY
IMPERVIOUS AREA EARTHWORK DATA
19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE �� HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE
�Q ��
DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, 0PRINT NAME: DANIEL FRYE PARTNER STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL
z z
SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 35,999 SQFT STEEPEST EXISTING NATURAL SLOPE ON -SITE = 2 H : 1 V w m No. 71651 o m FACILITIES
THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED IMPERVIOUS AREA AFTER CONSTRUCTION: 19,350 SQFT MAXIMUM VERTICAL DEPTH OF CUT = 3.5' DANIEL FRYE ON BEHALF OF DLS HOLDINGS LP Exp. 12/31 /23
ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE 15% CONTINGENCY FUTURE IMPERVIOUS AREA: 2,903 SQFT MAXIMUM VERTICAL DEPTH OF FILL = 2.2' A CALIFORNIA LIMITED PARTNERSHIP RECORDED ON NOVEMBER 30, 2022
CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH TOTAL IMPERVIOUS AREA (FULL BUILDOUT): 22,253 SQFT CUT = 350 CY FILL = 770 CY `sT CI V 1 _ �P AS DOC. #: 2022-0453971
A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DECREASE IN IMPERVIOUS AREA: 13,746 SQFT IMPORT = 420 CY REMEDIAL = 513 CY 9TF OF CAS
DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST ANDIOR THE TCA NATIVE
AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, IMPERVIOUS AREA REPLACED: 0 SQFT DISTURBED AREA = 34,125 SF
THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER
AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT
HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF
NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU ('IN PLACE'), OR IN A SECURE LOCATION IN CLOSE SDWD W21-030
PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE
TCA NATIVE AMERICAN MONITOR.
TL� >< �� 11/30/2022 Bob Keeley �11130/2022 Steven Kelly Gaffrey 11/29/2022
December 6, 2022
SI DATE SIf N n DATE SIGN DATE SIGN DATE SIGN DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BMA I RDM BMA GINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF coNDED: APPROVED: GRADING PLANS FOR:
LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PUBLIC WORKS ° DATE: 8/12/2022 �i Jill T. Bankston 555 & 571 NORTH VULCAN AVENUE
BRIAN ARDOLINO DATE LDEV-013765-2020
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS ° ICHA TRIZIC JILL T. BANKSTON
AVE. PLANNING APN: 256-090-06 & 07
�\.; R.C.E. NO.: 71651 PRINCIPAL ENGINEER CITY ENGINEER
RECORD FROM: ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER 12/08/2022 12/13/2022
ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR I BRIAN ARDOLINO EXP.: 12/31/23 DATE DATE I PLANNING CASE NO: 18-220 TMDB/DR/CDP/EIA MULTI-002569-2018 I SHEET 1 OF 5
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PLSA 2872
LEGEND
LEUCADIA WASTEWATER DISTRICT NOTES
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, -PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM
RESPONSIBILITY -FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING -OR AFTER CONSTRUCTION.
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO❑THE LEUCADIA WASTEWATER DISTRICT LWD SEWER
STANDARDS AND TO -THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC -WORKS CONSTRUCTION (GREENBOOK)
AND THE REGIONAL STANDARD, DRAWINGS. MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE-LWD SEWER STANDARDS
GOVERN.
3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY -REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION.
4. -'_'THE CONTRACTOR SHALL HAVE A COPY OF THE SEWER NOTES 2A 3. - DOCUMENTS ON THE JOB SITE AT ALL TIMES.
5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE-YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND
SHALL -REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN -WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR
PERIODWITHOUT EXPENSE WHATSOEVER TO LWD.
6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. -NEITHER THE PRIVATE ENGINEER NOR LWD GUARANTEE
THE ACCURACY -OR COMPLETENESS OF THE SEWER QUANTITIES
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP -DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES
SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE -APPROVED BY LWD.
8. PRIOR TO BEGINNING SEWER WORK, THE LWD INSPECTOR SHALL BE -FURNISHED A SETS OF CUT SHEETS AND THE CONTRACTOR
SHALL -COMPLY WITH LWD STANDARD SPEC SURVEY REQUIREMENTS.
9. PRIOR TO START OF WORK, CONTRACTOR SHALL SECURE A LWD PERMIT -FOR CONSTRUCTION, SUBMIT SHOP DRAWINGS FOR ALL
MATERIALS FOR -REVIEW & APPROVAL, SCHEDULE AND ATTEND A PRECONSTRUCTION- MEETING PER APPENDIX V OF STD SPEC,
PROVIDE 3-WEEK LOOK AHEADSCHEDULE(S) FOR ALL SEWER WORK THRU-OUT PROJECT IN ADDITION - TO 72 HOURS NOTICE OF NEED
FOR EACH INSPECTION.
10. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAYAND-OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM
THE -JURISDICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATEL-AGENCIES.
11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 67057BY SUBMITTING A DETAIL PLAN TO THE DISTRICT
ENGINEERLSHOWING THE DESIGN OF SHORING, BRACING, SLOPING, OR OTHER -PROVISIONS TO BE MADE FOR PROTECTION OF
WORKERS FROM THE -HAZARD OF CAVING GROUND DURING TRENCH EXCAVATION ANDLPIPE INSTALLATION THEREIN. THIS PLAN MUST
BE PREPARED FORLALL TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES -FROM THE SHORING SYSTEM STANDARDS
ESTABLISHED BY THE -CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA-ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED
BYA REGISTERED ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT=MUST BE SUBMITTED TO THE LWD INSPECTOR PRIOR
TOLEXCAVATION.
12. ALL SEWER FACILITIES SHALL BE INSTALLED IN DRY EXCAVATIONS AND -TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN
DEWATERING-CONTINUOUSLY UNTIL THE WORK IS COMPLETED INCLUDING PLACEMENT -AND COMPACTION OF BACKFILL MATERIALS IN
A DRY STATE. ALL PIPE -ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN -THE FUTURE SHALL BE ENCASED IN
GEOTEXTILE MATERIAL. SUITABLE-GEOTEXTILE MATERIAL SHALL BE SUBMITTED TO THE DISTRICT ENGINEERLFOR REVIEW AND
APPROVAL. CONTRACTOR SHALL OBTAIN DEWATERING-PERMITS AS NECESSARYAND RETURN OF GROUNDWATER TO THE -SEWER
SHALL NOT BE ALLOWED.
13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON -THESE PLANS WAS OBTAINED BYAVAILABLE RECORDS
SEARCH BY THE -PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'SLKNOWLEDGE, THERE ARE NO EXISTING UTILITIES
EXCEPT THOSE SHOWN -ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE -OF OTHER UTILITIES OR STRUCTURES
NOT SHOWN, OR IN A DIFFERENTLLOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT THE UTILITIES -SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR -STRUCTURES NOT SHOWN.
14. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A.:7 REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR
THE -EXISTENCE OR NONEXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE,LOR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
15. -CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800)-422-4133, TWO BUSINESS DAYS PRIOR TO ANY EXCAVATION, AS
REQUIRED BY STATE LAW. ALL UTILITY CROSSING S-SHALL BE POT HOLED PRIOR TO TRENCHING.
16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, -AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT
LIMITED TO, -TRENCH SAFETY AND CONFINED SPACE ENTRY.
17. SOILS REPORTS SHALL BE SUBMITTED TO LWD BYA QUALIFIED SOILS -ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS
COMPACTED -AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE -EARTHWORK SPECIFICATIONS AND THE LWD
STANDARD SPEC.
18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (I.E.), INSIDE -BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER
OF -MANHOLE TO CENTER OF MANHOLE.
19. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD_-DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL
MYLAR DWGS. WITH INITIALED APPROVAL ON THE MYLARS.
20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OFLCHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE
PRIVATELENGINEER. THE PRIVATE ENGINEER SHALL PROVIDE AS -BUILT DRAWINGS -TO LWD FOR REVIEW AND APPROVAL PRIOR TO
FINAL ACCEPTANCE OF -THE PROJECT.
21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING -COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED
IN WRITING -BY THE DISTRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE -CONCLUSION OF EACH DAY OF WORK.
22. THE CONTRACTOR SHALL PROTECT ALL SURVEY MONUMENTATION. IF -ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED,
THE -CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO REESTABLISH -AND RECORD THE MONUMENT CHANGE PER STATE LAW.
23. A MINIMUM OF 12-INCHES OF VERTICAL CLEARANCE SHALL BE PROVIED -BETWEEN THE SEWER PIPE AND ANY OTHER UTILITIES. EXIST.
SEWER -CROSSED WITHIN 3-FT VERTICAL ABOVE OR BELOW SHALL BE CCTV- INSPECTED BOTH BEFORE AND AFTER THE CROSSING
WORK IS -COMPLETED FOR LWD REVIEW, APPROVAL, & RETENTION OF DIGITAL-- VIDEO FILES. ANY DAMAGED LWD FACILITIES SHALL BE
REPAIRED TO-LWD SATISFACTION AT NO COST TO LWD INCLUDING ADDITIONAL CCTVANSPECTION.
24. SEPARATION OF SEWER / WATER AND SEWER / RECLAIMED WATER=SHALL COMPLY WITH LWD STD DWG S-2 AND WITH ALL COUNTY
AND -STATE HEALTH DEPT REGULATIONS.
25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE -DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR.
NEW SEWER -SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER -UNTIL AFTER FINAL ACCEPTANCE OF ALL
UPSTREAM WORK BY THE LWD 7 INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER.
26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE -SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY
LWD ON -THE PLANS.
27. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH -LATERAL LOCATION BY THE CONTRACTOR.
28. ALL PIPE SHALL BE HANDLED AND INSTALLED SO AS TO PROTECT -PIPE, JOINTS, LINING, AND COATING. THE PIPE SHALL BE
CAREFULLY -BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN -SETTLEMENT PIPE SHALL BE PROTECTED AGAINST
FLOTATION AT ALL -TIMES. OPEN ENDS OF PIPE SHALL BE SEALED AT ALL TIMES WHEN -CONSTRUCTION IS NOT IN PROGRESS.
ORIFICE PLATE: MIN SQUARE _\
DIMENSIONS 1.0 FT GREATER THAN MIN, 6"
PIPE DIA. HOT DIP GALVANIZED PLATE ` (TYP.)
AFTER HOLES HAVE BEEN DRILLED l
1 CHANGE NO.
NOTE: ORIFICE AND FLANGE
CONNECTION TO CONCRETE
SHALL BE FILLED WITH 30
DUROMETER NEOPRENE RING
INFLOW PIPE (4"
PERF. PVC TYP.)
LOW -FLOW ORIFICE
(SIZE PER PLAN)
3/8" DIA.
HOLE (TYP.)
TYPICAL DETAIL - FLOW CONTROL ORIFICE PLATE
NOT TO SCALE
29. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED AND -SHALL THEN BE LIMITED TO LESS THAN ONE-HALF OF THE
ANGLE -RECOMMENDED BY THE PIPE MANUFACTURER.
30. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER THE LWD- SEWER STANDARDS SPECIFICATIONS. WATER JETTING SHALL
NOT BEALLOWED.
31. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS.
32. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. -CONCRETE TESTING BY LWD WILL BE AT CONTRACTOR EXPENSE.
33. MANHOLE BASES SHALL BE MONOLITHICALLY PLACED, FINISHED, AND -COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC.,
OR -APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE -FOR EACH PIPE CONNECTION. SETTING OF MH RINGS
SHALL NOT BE -ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST -MANHOLE BASES ARE ACCEPTABLE FOR USE
WITH DISTRICT APPROVAL.
34. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, AND RING=SHALL HAVE 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN
THELFULL CIRCUMFERENCE. GASKET SHALL BE CPS-210 BY PRESS-SEALLGASKET CORP., OR APPROVED EQUAL.
35. -ALL MANHOLES SHALL BE VACUUM TESTED 1) BEFORE BACKFILL, 2)-AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED
MOVEMENTOR DAMAGE AFTER BACKFILL.
36. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW-PRESSURE AIR TESTED, AND TELEVISED AT THE
APPLICANT -/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL -ACCEPTANCE BY LWD. AIR TEST SHALL BE DONE AFTER
CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS.
37. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE -FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO BACKFILL.
38. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-INCH` DIAMETER PER LWD STD DWG S-3. MANHOLES SHALL BE
5-FEETLDIAMETER FOR PIPE 18-INCHES AND LARGER OR 12-FEET OR GREATER -DEPTH PER LWD STD DWG S-4.
39. ALL NEW MH SHAFTS AND PRECAST MH BASES SHALL BE LINED WITH` APPROVED LININGS SPECIFIED IN DIVISION 2 PART 5 TABLE
502-1.1 OF THE LWD SEWER SPECS. EPDXY OR PVC LINING SYSTEMS SHALL BE PER SECT 500-2 OF THE GREENBOOK. A MINIMUM OF
FIFTEEN PERCENT (15%) OF MANHOLES AND NOT LESS THAN ONE PERCENT -(1 %) WITH EPDXY LINERS SHALL SUCCESSFULLY PASS
PULL -TEST AND, BE REPAIRED UNTIL PASSING.
40. MAXIMUM DEPTH OF SEWER FOR SDR 35 PVC PIPE IS 15'. C900 PIPE AS REQUIRED FOR DEPTH OF COVER OVER 15'.
41. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A -PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL
DATE TO -START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED -PRIOR TO START OF CONSTRUCTION THE DEVELOPER
SHALL RESUBMIT -THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW -AND APPROVAL. ANY CHANGES
REQUIRED TO THE PLANS SHALL BE -MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD--DISTRICT ENGINEER PRIOR
TO THE START OF CONSTRUCTION.
42. WHEN CONNECTION TO AN EXISTING MANHOLE IS NECESSARY AND SHOWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT
TO -EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW -FLOW -THROUGH CHANNELS IN EACH MANHOLE BASE TO
ACCOMMODATE -THE NEW SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE -INSTALLED FROM THE INVERTS OF NEWLY
INSTALLED PIPES TO THE -EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED -AND MANHOLE CONNECTION
FITTINGS SHALL BE CONNECTED TO THE -CORE DRILLED HOLE BY LINK -SEAL, OR APPROVED EQUAL. THE FIRSTLFLEXIBLE JOINT
SHALL BE LOCATED WITHIN ONE -FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED.
43. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TOLEXISTING WYES OR SHALL BE MADE BY INSTALLING
NEW -MANUFACTURED WYES. FOR INSTALLING NEW MANUFACTURED WYES,SSTANDARD BELL AND SPIGOT OR PLAIN END WYES AND
PLAIN END -PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED -FOR INSERTING WYES INTO AN EXISTING SEWER.
GASKETED PVC SADDLE-WYES MAY BE USED FOR EXISTING SEWER MAINS 10-INCHES AND -LARGER. ALL CONNECTIONS NOT MADE
TO EXISTING WYES MUST BE IN -ACCORDANCE WITH LWD STANDARD DRAWING S-32.
44. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM -FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY
PLUGGED ANDLBY-PASSED. A BY-PASS PLAN IN ACCORDANCE WITH LWD STANDARD -DRAWING S-32 MUST BE REVIEWED AND
APPROVED BY THE LWDDISTRICT ENGINEER PRIOR TO INSTALLING THE TEMPORARY PLUG.
45. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIRLCOUPLINGS SHALL BE MADE OF PVC MATERIAL MEETING THE
SAME -MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWERSREPAIR COUPLINGS SHALL BE RUBBER GASKETED
WITH NO CENTER -STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO -INSTALLATION OF THE REPAIR COUPLING(S). THE
REPAIR COUPLING_ SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND ADJOINING PIPES SHALL BE
ALIGNED TOGETHER AND - THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END
PIPES. PVC SEWER REPAIR -COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL -APPROVED BY THE LWD DISTRICT
ENGINEER.
46. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAYBE -USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR
OF -PLAIN END VCP TO VCP OR VCP TO PVC A FERNCO SERIES 5000 -COUPLING OR APPROVED EQUAL SHALL BE USED-L-. THE
CONNECTION SHALL BE CONCRETE ENCASED A MINIMUM 12" ON EACH SIDE OF THE COUPLING.
47. FOR CONNECTION OF NEW LATERALS TO EXISTING PIPE GREATER THAN-8-INCH DIAMETER CONTRACTOR SHALL CUT IN A NEW WYE
PER ABOVE- OR MAY USE A SUITABLY SIZED SEWER SADDLE WYE PER STD. DWG.-S-32.
48. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE -WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE
PUBLIC-24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIRnCONTRACTORS MAY NEED ACCESS TO FACILITIES FOR
OPERATIONS, -MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR- WILL ENSURE THAT ACCESS TO THE
FACILITIES IS MAINTAINED AT ALL -TIMES (DURING CONSTRUCTION AND AT THE END OF EACH -CONSTRUCTION DAY) AND SHALL NOT
HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD=FACILITIES.
49. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARYTO PROTECT LWD FACILITIES AND STRUCTURES DURING
CONSTRUCTION. -SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE -SEWER LATERAL FACILITIES, THE
CONTRACTOR SHALL IMMEDIATELY -STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL, -AND REPAIR DAMAGED
FACILITIES TO THE SATISFACTION OF THE LWD-ENGINEER AT NO COST TO LWD INCLUDING INSPECTION AND ANY --BYPASSING
REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL -BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD
STANDARD -SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR - TO REPAIR.
50. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING -SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY
AND -LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK -ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE
SPILL OR -FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. -CONTRACTOR WILL BE RESPONSIBLE FOR ALL
CLEAN-UP COSTS AND -PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE -SPILL CAUSED BY THE CONTRACTOR.
51. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNEDCONSTRUCTION ACTIVITIES IN THE AREA OF WORK
POTENTIALLYAFFECTING LWD SEWER FACILITIES.
52. - -CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF -SEWER UNDER CROSSINGS, OVERCROSSINGS, OR
PARALLEL- INSTALLATIONS WHERE SEWER MAYBE EXPOSED.
s
s s s s s •- s
0 0 0 0 0 o STRUCTURAL SECTION; 4"AC
OVER 21 " CLASS II AB MIN OVER
NATIVE SUBGRADE COMPACTED
TO 95% REL. COMP.
AC PAVEMENT SECTION
NOT TO SCALE
DESCRIPTION APPROVED DATE BENCHMARK
DESCRIPTION: STATION "134WCCS1"
LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS
AVE.
RECORD FROM: ROS 18416
ELEVATION: 178.543' DATUM: NAVD88
6" CURB TC ELEV.= 2
PER SDG-150 PAVEMENT
ELEV. + 0.5'
TYPICAL DETAIL - CURB TAPER
NOT TO SCALE
AS -BUILT APPROVALS
BRIAN ARDOLINO DATE
PRINCIPAL ENGINEER DATE
PUBLIC WORKS
PLANNING
REVIEWER
INSPECTOR
SPECIAL INSPECTION NOTE
NOTE: SPECIAL INSPECTION OF THE BMP FACILITIES BYA LICENSED CIVIL ENGINEER IN THE
STATE OF CALIFORNIA IS REQUIRED DURING CONSTRUCTION. PRIOR TO OBTAINING BUILDING
OCCUPANCY, AN INSPECTION REPORT SHALL BE SUBMITTED WITH THE FINAL GRADING
CERTIFICATION TO THE ENGINEERING DIVISION VERIFYING THE SIZE AND DEPTH OF THE
EXCAVATION, GRAVEL AND ENGINEERED SOIL DEPTH AND MATERIAL, STORM DRAIN PIPE,
OVERFLOW, AND OVERALL FUNCTION OF THE FACILITIES PER THE APPROVED GRADING PLAN.
THE INSPECTION REPORT SHALL INCLUDE ANY PERTINENT INFORMATION INCLUDING MATERIAL
RECEIPTS, SURVEY DATA, INSPECTION DATES, ETC. IN ORDER TO DETAIL THE CONSTRUCTION OF
THE DRAINAGE FACILITY.
SPECIAL INSPECTION REPORT IS ON FILE WITH THE ENGINEERING DIVISION
PREPARED BY
DATED
2" HARDWOOD MUL CHI
GRASS COVER OR CITY
APPROVED EQUIVALENT
TIN PER PLAN-\
18" LAYER ENGINEERED SOIL
*SEE NOTE BELOW
-ill-III=
111=�
12'x 12" OVERFLOW
INLET, TG PER PLAN
DROUGHT TOLERANT
PLANTS (TYP.)
10 PONDING
-1 I I-111-111-111
2" LAYER OF 318" GRAVEL
12" LAYER OF 3/4" GRAVEL
**SEE NOTE BELOW
* BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM"
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND,
15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF STONES, STUMPS,
ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO
INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL THE EFFECTIVE
AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION.
ITEM & STD. DWG.
SIDS SYMBOL
SUBDIVISION BOUNDARY (EXISTING)
SUBDIVISION BOUNDARY (PROPOSED)
PROPERTY LINE / RIGHT-OF-WAY
CENTERLINE OF ROAD
PROPOSED SETBACKS
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
PROPOSED FLOWLINE
PROPOSED SWALE
PROPOSED PERVIOUS PAVERS
SEE DETAIL SHEET 2
PROPOSED PCC PAVEMENT
PROPOSED AC PAVEMENT
SEE DETAIL SHEET 2
PROPOSED 8" SEWER MAIN
SEE LDEV-013766-2020
PROPOSED 4" STORM DRAIN (UNLESS OTHERWISE NOTED)
PROPOSED AREA DRAIN BY NDS OR APPROVED EQUAL
PROPOSED BROOKS BOX (SIZE PER PLAN)
EXISTING WATER MAIN (SIZE PER PLAN)
EXISTING SEWER MAIN (SIZE PER PLAN)
EXISTING STORM DRAIN (SIZE PER PLAN)
PROPOSED I" DOMESTIC WATER SERVICE
SEE LDEV-013766-2020
PROPOSED 2" FIRE SERVICE
SEE LDEV-013766-2020
PROPOSED 4" SEWER LATERAL
SEE LDEV-013766-2020
PROPOSED MASONRY RETAINING WALL
C-01, C-03, C-09
PRIVATE STREET LIGHT
"NO PARKING FIRE LANE" SIGN
47
S S
W W
F F
S S
WEST SIDE HMP BIOFIL TRA TION BASINS
HOLD HARMLESS FOR DRAINAGE AGREEMENT
NOT TO SCALE
ABBREVIATION LEGEND
RECORDED 2022, AS
DOCUMENT No.: 2022- OF 0.R.
PERVIOUS PAVERS W/
BIN = BOTTOM OF WALL ELEVATION
VOID FILLER-8 " TO s " (NO.8) MIN. s " VOID
FS = FINISHED SURFACE
ENCROACHMENT MAINTENANCE AND REMOVAL
AGGREGATE IN VOIDS 6" X 16" PCC FLUSH CURB OR
FG = FINISHED GRADE
AGREEMENT RECORDED 2022,
DEEPENED G-1 CURB
FL = FLOWLINE
AS DOCUMENT No.: 2022- OF O.R.
BEDDING COURSE-2" THICK OF
FF = FINISHED FLOOR ELEVATION
8 " TO a " (N0.8) AGGREGATE
GF = GARAGE FACE ELEVATION
IE = INVERT ELEVATION
CHOKER COURSE-4" THICK OF
" ! " ��
' �I=III=III-
= =
L TC = LEFT TOP OF CURB
TIN = TOP OF WALL AT
s TO (NO.57) CRUSHED
T
° "I -III -III=
MH = SEWER MANHOLE
FINISHED SURFACE
ROCK
MIN. 6" THICK OF ! "
I=III=III=
RTC =RIGHT TOP OF CURB
_ _ _ _ =-!-T
4 =III-III=III=III=III=III�III-III=III-1
TG = TOP OF GRATE ELEVATION
CRUSHED ROCK -III=III=III=1 I I=� i i=1 I I =III=III=III=
-
TF = TOP OF FOOTING ELEVATION
_
I-
I
_
SOIL SUBGRADE 1=1 1=i '- " -� �=
TW = TOP OF WALL ELEVATION
-
-I I
PED = PEDESTRIAN
BIN = BOTTOM OF WALL
-_-
NOTE:
DED = DEDICATION
AT FINISHED GRADE
-PAVERS SHALL BE H-20 RATED
-ALL AGGREGATE MUST BE CLEANIWASHED AND FREE OF FINES (SAND, SILT, ETC.)
-THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED
-
-EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE
-NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED
-
-
-SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAYBE REQUIRED
**CONSTRUCTION NOTE:
TYPICAL DETAIL - RETAINING WALL
-PAVERS TO BE COVERED AND PROTECTED DURING CONSTRUCTION
NOT TO SCALE
TYPICAL SECTION - PERVIOUS PAVERS
NOT TO SCALE
EXIST
EXIST
PROP.
R
R.O.W.
R.O.W.
55'
20'
20'
EX. 40.0' COUNTY
ROAD EASEMENT
15 DED.
3'
2' PUBLIC PED.
5' 34.0' g 5'
PERVIOUS
SWALK IDE- FC TO FC SIDE-
I
ACCESS EASEMENT
AT DRIVEWAYS PER PM
I
I
PAVERS WALK
2" GRIND AND
OVERLAY
2.0% 2.0%
2.0 0 2' 2,0%
-�
2:1 MAX
TO PAD
4.5' PCC SIDEWALK PERSDRSD G-7
INSTALL 6" PCC CURB \\ �����j� \\ INSTALL 6 PCC CURB
TC ELEV.= PER SDRSD G-1
PAVEMENT ELEV. &GUTTER PER SDRSD G-2 � � \��j q �� \ PERVIOUS PAVERS PER ENGINEERING
OVER 4 MIN CLASS II BASE \ \ �� EXIST 6" SPECIAL CONDITION 1A, AND GREEN
SITE NOTES
1. EXISTING SURVEY MONUMENTS TO BE PROTECTED IN PLACE. IF MONUMENT IS DISTURBED OR
DESTROYED, IT SHALL BE REPLACED BYA LICENSED LAND SURVEYOR AND A CORNER RECORD OF
SURVEY SHALL BE FILED WITH THE COUNTY.
2. NO GRADING SHALL OCCUR OUTSIDE THE LIMITS OF THE APPROVED GRADING PLAN UNLESS PRIOR
WRITTEN AUTHORIZATION IS OBTAINED FROM THE CITYAND THE OWNERS OFAN OTHER AFFECTED
PROPERTIES.
3. ALL EXISTING STRUCTURES AND WALLS WITHIN THE PROPOSED DISTURBED AREA TO BE DEMOLISHED
UNLESS OTHERWISE NOTED.
4. ALL EXISTING TREES WITHIN THE PROPOSED DISTURBED AREA TO BE REMOVED UNLESS OTHERWISE
NOTED.
5. ALL UTILITIES SHOWN HEREON PER BEST AVAILABLE RECORDS. CONTRACTOR SHALL VERIFY EXACT
HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
ENGINEER OF RECORD OF DISCREPANCIES UPON DISCOVERY.
6. SEWER, WATER, AND IMPROVEMENTS IN PUBLIC RIGHT-OF-WAYAND EASEMENTS SHOWN HEREON
FOR REFERENCE ONLY. REFER TO SEPARATE IMPROVEMENT PLAN 13671-1 FOR CONSTRUCTION (TYP.)
EXIST. ASPHALT OVER BASE INSTALL 6 x16 STREET CONDITION STORM 06 OF ESS/
I WATER MAIN FLUSH CURB Q� AE ONq�
EXIST. 12" PVC WATER
DESIGNED BY: DRAWN BY: I CHECKED BY:
BMA RDM I BMA
INT. DATE PLANS PREPARED UNDER SUPERVISION OF
DATE: 8/12/2022
X) r\-. R.C.E. NO.: 71651
BRIAN ARDOLINO EXP.: 12/31/23
EXIST. 8"
SEWER MAIN
TYPICAL SECTION - VULCAN AVENUE
NOT TO SCALE
ENGINEERING DIVISION APPROVALS
C ENDED: APPROVED:
Jill T. Bankston
ICHA TRIZIC JILL T. BANKSTON
PRINCIPAL ENGINEER CITY ENGINEER
12/08/2022 12/13/2022
DATE DATE
��H q�
�O AN`='z
w m No. 71651 m PASCO LARET SUITER
Exp. 12/31 /23
sT CW\_ San Diego I Encinitas I Orange County
�TF OF CA\-\F Phone 858.259.82121 www.plsaengineering.com
CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
LEGEND AND DETAILS FOR:
555 & 571 NORTH VULCAN AVENUE LDEV-013765-2020
APN: 260-090-06 & 07
PLANNING CASE NO: 18-220 TMDB/DR/CDP/EIA MULTI-002569-2018
SHEET 2 OF 5
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PLSA 2872
I 1 TRANSITiGiv FROND � I 10 SINGLE STORY BUILDING I
/ EASEMENTS OF RECORD
I CURB I
I AND GUTTER TO ASPHALT I EX. FIRE HYDRANT / I 1 COUNTY OF SAN DIEGO HOLDER OF AN
DIKEPEI�G-05 REMOVE POLE DECORATIVE COBBLE BUILDING GAP INACCESSIBLE / O EASEMENT FOR PUBLIC ROAD PURPOSES
CAP AND TERABASERVICE
EX / DECORATIVE COBBLE I / RECORDED JUNE 12, 1934 IN BOOK 295, PAGE 339
5/8"WATER SERVICE TC66.7 1 TW68.6 11 MAX HT 1.9' TW68.6 11 11 TIN 68.6 ° s TW68.6 MAX HT 1'0 9 TIN68.6 SWALE@0.5% CTIN68.0 TW70.0 10 OF OFFICIAL RECORDS.
N62 0712E 40.00 BIN 66.90 BW 66.9 0 OBW 67.3 N62 07'12"E 212.05' OBIN 67.3 \JBW 67.8 BW 68.60
s
'f p TC 66.7 FG 68.5f �O TG 68.1 72 . BMPA 249 SF, FS=67.30 . IE 67.3 68 !` O LEUCADIA COUNTY WATER DISTRICT HOLDER OF
' I I FL 66.2 IE 66.5 U� _ BUILDING AN EASEMENT FOR SEWER PIPE LINE AND
INCIDENTAL PURPOSES RECORDED SEPTEMBER
O I E 66.3 16 $ (EG 66.6) TIN 68.6 5.0' SYSB (EG 67.1) IE 67.3 (EG 67.3) TW 68.6 (EG 68.0) lFG 68.5 (EG 68.0) TG 69.5 VI / 15, 1964 AS DOCUMENT NO 1964-167928 OF
I 15' O FG 68.5 BW 67.30 FG 68.5 FG 68.5 O FG 68.5 (EG 68.3)
D I CA
15' FYSB 15.0' BW 67.3 FG 68.5 IE 68.6 OFFICIAL RECORDS.
FG 68.5 u
EXI TING SINGLE 10.5II
I � 2.0% � '
0' 2. I r====---_____� ST RYBUILDING FS 8.5 15'RYSB 11.4' EASEMENTS - PROPOSED
FG 68.5 II II TO BE SINGLE STORY BUILDING � I
1 II TEMPORARY II UNIT 1 DEMOLISHED TG 68.5 O UNIT 2 1 UNIT 3 ❑
CONSTRUCTION I MAIN FF= 69.17 IE 67.4 MAIN FF= 69.17 O7 5 MAIN FF= 69.17 INDICATES EASEMENT FOR PUBLIC STREET RIGHT
I I i II TRAILER MAIN PAD = 68.50 MAIN PAD = 68.50 MAIN PAD = 68.50 SWALE @ 0.5% I OF WAY OVER VULCAN AVENUE TO THE CITY OF
ENCINITAS DEDICATED HEREON.
_ I RET WALL PER 2 INDICATES PUBLIC PEDESTRIAN ACCESS
s II II
FG68.5 7 ❑
S I I (EG 67.1) (EG 68.0) 19 jjj I (EG 68.1) I SDRSD C-1 )
PROPOSED � EASEMENT FOR VULCAN AVENUE TO THE CITY OF
1 " WATER I - I 2. 0 % EG 66.8 FG 68.5 (EG 67.3) FG 68.5 4 FG 68.5 ITC � ( ) ( IT_Fs68
\ I MAX HT 3.4 ENCINITAS DEDICATED HEREON PER FINAL MAP.
SERVI E I I FG 68.5 FG 68.5 IO 1
FL 66. I I 2 TG 68.5 FS 68.9 GF wT FS 68.9 GF I a 2 .9 GF II o
TG 68.5 IE 67.6r' I 1\ 2 TG 68.5 TG 68.5 I I 1\ ❑ INDICATES SEWER EASEMENT TO LEUCADIA
2 IE 67. 5 0 07 16.0' IE 8 5 5 16.0' IE 67.7 IE 67. I - 16.0' I v COUNTY WATER DISTRICT GRANTED HEREON.
I I - o I AREA T BED. G. FOR
' � s • i I I FS 66.7 FS 68.5 7 QFS68.7T66.1 TG 68.5 AC�ESSFG 68.5 TG 69.566.1 I W FS 68.8 FS 68.6 W 2 IE 67.7 FS 68.7 FS 68.5 FS 68.5 tiFS 68.6-o IE 68.4 O OWNER RESPONSIBLE FOR
EX PAC BELL MH TO 20 � 2' "'
/ I BE RELOCATED AS DRIV 111} Y I 2 11.1% 14 H2O RATED RIM REPAIR/REPLACING PAVERS
NECE'SARY f -' T PERVIOUS PAVERS IF SEWER IS TO BE REPAIRED
f 20'PROPOSED �I _ I FS66.7 = .0 0 - _ _ _ - 1.0% 0 0 _ 1.0°0 10% IEIN61.65 OR REPLACED.
SEWER EASE. 1' I S, JS- :i S S S S S S IE OUT 61.45
EX. SEWER MAIN I I I io% 0�❑ F 7 FS 69.0 HP S 68.7 FS 69.0 HP FS 68.7� FS 68.5 7 CTG 68.4 TW 71.0 10
TO BE REMOVED �1 I ^14 4 !v IE67.8 BIN68.6O ANY AND ALL TEMPORARY CONSTRUCTION
V AND CAPPED II �I I � ,�, O IE67.7 14 1E67.9 TRAILERS OR SALE OFFICES USED DURING
Qv - --�- - -- - - ----- -RM 68.5 -
C 66.0 W W W o- W W W TG 68.5 W THE COURSE OF DEVELOPMENT SHALL BE
I I F 61 FS 68.5 F 68.8 FS 68.6 2 TG 68.5 2 FS 68.6 FS 68.7 EX. SEWER TO IE IN 61.97 D 74 REMOVED PRIOR TO THE ISSUANCE OF
10' LCWD I I FL 66.0 i IE 67.7
F 68.7 IE 67.7 FS 68.5 BE REMOVED IE OUT 61.77
SEWER EASE. -- _ ,�,_ - - CERTIFICATE OF OCCUPANCY TO THE
911511964, F/P.
3 TG 67.0 TG 68.5 0 5 0 TG .5 10' 16.0' FS 68.5 _ I I 16.0' 2 7 _ SATISFACTION OF THE DEVELOPMENT
1964-167928, O.R. I I IE 59.7 I 2 IE 67.7� 2"0% O IE 67.5 5 I SERVICES DEPARTMENT.
1 1 FS 68.9 GF � I I EX. SEWER MH
------�---- - - --- TIEACKFLOW
ROPOSED------------ --- - - --- - - -------------- --- - --- - - -- - ------ - ---- ---- --- RIM71.18
( ) 1 ( ) 62.791E OUT
T I C 66.5 I(EG 66.6) T 68.5 EG 67.3 EG 68.0
1 FL 66.0 1 I FG 68.5 IE 67.6 (EG 67. 5 FG 68.5 2 (EG 68.0) O FG 1,5 FS 68.9 GF FG 68.5 O
40'COUN�fRY I W W u)(TYPICAL) FG 68.5 15.0' FS 68.9 GF FG 68.5 _19 0 I FG 68.5 _
I '25 ROAD EAS . + W W I 7 FD 3/4" IP W/ CAP LS 6800
611211934, BK.29 , I '� I 15 TG 68.5 I � J(Zl PER ROS 22208
P.339, O.R. PROPOSED I x PROD UNIT 4 IE 67.4 UNIT 6 TO BE PROTECTED IN PLACE
1" WATER I ' T- . METER MAIN FF = 69.17 I 2 UNIT 5 8,5' MAIN FF = 69.17 TG 68.5 �. CONSTRUCTION NOTES
I 100 YR FLOOD 0 1-0 MA FF - 69.17 MAIN PAD = 68.50 IE 67.7 I
SERVICE I i o(TYPICAL) ELEVATION=66.9' MAIN PAD = 68.50 \ MAI AD = 9i50 \
- FS 68.7 EXISTING SINGLE STORY 1% N O EXISTING SURVEY MONUMENT TO BE PROTECTED IN PLACE.
T I o FG 68.5 10 YR FLOOD 110.5' \ BUILDING TO BE DEMOLISHED FG 68.5J Cl)
N I 1 "RI S I ELEVATION-67.5 I \ I I CONCRETE V-DITCH O INSTALL 4 AREA DRAIN BYNDS OR APPROVED EQUAL
_ WORK IN R.O.W. PER I 1 2.0% o f _ 1 EG 66. 7 TIN 68.6 FG 68.5 \ EG 67.8 G 68.5 TIN 68.6 9 (EG 68.0) TG 69. 3 INSTALL 6 X 16 PCC FLUSH CURB
IMPROVEMENT PLANS I 1 T ( ) O (EG 67.0) (EG 67.2) ( ) 1 (EG 67.8) BW 67.30 FG 68.5 v IE 68.1� 0 "
BW 67.3 FG 68.5
T I i 16 s FG 68.5 FG 68.5 IE 67.3 FG 68.5 FG 68.5 DECORATIVE COBBLE % TG 68.5CN
I 1 TC 66.466.00
O4 INSTALL DECORATIVE PAVERS PER DETAIL SHEET 8
' PERMIT LDEV-013766-2020', 11 FL65.9 E66.0 ..y.W"TG 8.3'• ..W.W.W...... .W.W.W.W.W..........W. W.y.W. .W.W.W.y.W.W.W.W....... W.W.W.W.W.y.W..W.W........ IE67.6 N \
<n I I 6 1, y y , D� OI ATIV� (O�BLE, *BMP B - 442 SF, FS=67.30 'DECORATIVE COBBLE y y `IE 67.3 z
. . . IE 66.2 . . . . . . . . . . . IEW67.3 W . . . . . . . . . . . . . . . . . . . . . . . . . . . .
z I O5 5.5" CONCRETE OVER COMPACTED NATURAL GRADE
1 (EG 66.8) TIN 68.6 (EG 67.0) IE 67.3 (EG 67.2) (EG 68.0) FG 68.5 (EG 68.0) (EG 68.0
O FG 68.5 \ FG 68.5 I I FG 68.5 TIN 68.6 O ) �� (2 SANITARY SEWER MANHOLE, SEE IMPROVEMENT PLANS
PROPOSED FG 68.5 BW 67.3 \ FG 68.5 FG 68.5
BW 67.3
PROPOSED I FIRE MAX FILL O7 INSTALL 4" PVC STORM DRAIN @ 0.5% MINIMUM SLOPE
2" FIRE I 1 BACKFLOW 15.0' 2.2'
SERVICE 2.0% 1 TG 68.5 10. 6"PVC @ 0A 4_.8% OS INSTALL 6" PVC STORM DRAIN @ 1.0% MINIMUM SLOPE
ti w IE 67.4 68.5
z I 1 F F F `FG 68.5 UNIT 7 FG 68.5 O UNIT 8 II UNIT 9 O9 CONSTRUCT GRAVITY RETAINING WALL PER SDRSD C-09
s I uV W W ! MAX HT 3.4' 10
z I MAIN FF = 69.17 MAIN FF = 69.17 5' MAIN FF = 69.17 TG 68.5
w MAIN PAD = 68.50 MAIN PAD = 68.50 MAIN PAD = 68.50 IE 67.8�, 10 CONSTRUCT RETAINING WALL PER SDRSD C-01
I I' Vp - CAP AND
PROPOSED 1' I. 175' ABANDON EX. (EG 66.7) (EG 68.0) (EG 68.0) 11 CONSTRUCT RETAINING WALL PER SDRSD C-04
Q WATER SERVICE I I DE I ATION 518" SERVICE, EG 66.5 FG 68.5 FG 68.5 FG 68.5
FOR LANDSCAPE I TC 66.2 - _ S ( ) (EG 87.0) FG 68.5-""*
8.5� 6' SCREEN WALL PER
z I FL 65.7 T FG 68.5 w LFG 68.5 w 4 FS 68.9 GF w LANDSCAPE 12 INSTALL 12x12 BROOKS BOX CATCH BASIN WITH GRATE
cn 5 FS 68.9 GF o FS 68.9 GF �, o
2 ! TG 68.5 ! PROVIDE SPACE FOR 13 INSTALL SEWER CLEANOUT SEE IMPROVEMENT PLANS
IE 67.7 5 16.0 IE 67.5 5 I 16.0 ��6� 16.0' DRAINAGE AT BASE O
TC 66.2 s S 6 .5 FS 68.5 0 7 2 TG 68.5 TG 68.7 2 TG 68.5 FS 68.7 TG 68.7 13 TG 68.5 2 FS 68.6 TG 68.7 FS 68. _DING (EG 68.0) 14 INSTALL SEWER SERVICE, SEE IMPROVEMENT PLANS
FS 68. IE 67.7 IE 67.7 0 �, 13 EG 68.0
\ I I FL 65.7 I I U W IE 67.6- -IE 64.7 FS 68.6� o W W -IE 64.7 -��/ F TG 68.5 o IE 64.7 FG 68.5) FG 68.5 TG 69.5 2
2 14 20 RA E 14 S 63.5 2 IE 67.7 IE 67.6 0 15 INSTALL 6 SHARED SEWER LATERAL, SEE IMPROVEMENT PLANS
z / I ! s11 PERVIOUS PAVERS 15 14 TG 68.5 TG 68.5 10.T
2•0°o o IE 62.0 20, IE 63.3 I 15 IE 63.9 2 IE 68.0 IE 67.9 16 CONNECT TO D-25 SIDEWALK UNDERDRAIN, SEE IMPROVEMENT PLANS
6' 12.2/0 0 7- 10 0 0 1.0% �� O 1.0% 1.0%� BUILDING
� s' NEW AC PVMT i I I ❑ S 1.3 0 1.0 /o S y
-p PER DETAIL I I FS 66.5 FS 69.0 HP FS 68.7 FS 69.0 HP-1 FS 68.7 FS 68.5 �O I 17 UNDERGROUND ALL ELECTRIC POLES, WIRES AND TRANSFORMERS
20 (''�''''ll F`j 8.7� IE 62.1 15 IE 63.4 15 i
S . / DRIVE I I I 1 14 / 14 % o IE 64.0 15 TG 68.5 13
TG 66.8
- ---I - - A O I �� I �' � '� T _ (�IE� ¢1.2 13 o FS 68.8 TG 68.7 13 FS 68.7 2 TG 68.5 2 TG 68.5 � = 14 IE 64.1 i
TC 65.7 I l W W TG 68.5 VIE 64.7 W o W TG 63 5 TG 68.7 67.7 IE 67.7 FS 68.6 TG 68.713 (EG 68.0)
/ \ 40' I IE 67.6 IE 67.7 IE 64.7 13 FS 68.5 FS 68.5 IE 64.7 FS 68.7 FG 68.5
s i FL 65.7 FS 66.5 1 68.5 FS 68.6
SAWC
UT'
T ° GRIND AND I I ' TG 68.5 2 5 16.0, TG 68.5 S 16.0' 1 I� ) 16.0'
�b s . I OVERLAY I I i IE 67.7 FS 68.9 GF G, FS 68.9 GF W IFS 68.9 GF o
/ I PR PO D I T I (EG 66.3)I (EG 67.3) I I
/ STRIPING TO REMAIN, 1 " W4 ER I C 66.2 I , , FG 68.5 FG 8.5 FG 68.5
REPLACE PER SATISFACTION I FL 65.7 I I _ r / FG 68.5 (EG 68.0) I (EG 68.0)
SER ICE I 1 EX. 10-YR FLOOD 15.0' i EX. 100-YR FLOOD 1 FG 68.5 FG 68.5
T s ' I OF CITY ENGINEER I I ELEVATION=66.9' '
/ L � ELEVATION= 67 5 19' � 1 FG 68.5 I �
' F
Q T.�
I �
T
f
I
W o
r I I W I WPOO �/ / TG 68.5 UNIT 11 0
' T �O [ >> IE 67.4 MAIN FF = 69.17 � v UNIT 12 TW 72.0 10
UNIT / �' 2 MAIN PAD = 68.50 - BW 68.6c
FG 68.5 MAII F = 69.17 8.5 MAIN FF = 69.17
MA11V PAD = 68.50 EXISTING SINGLE MAIN PAD = 68.50 SWALE @ 0.5%
j J STORYBUILDING FS 68.7
2.0% "1DECORATIVE RIPRAP MAX CUT
I 1 �2.0%_ EXISTING MOD AR
1 I ° MAX FILL TIN 68.6 BUILDING F(EG 67.5) o (EG 67.8) TW 68.6 BUILDING TO BE REMOVED (EG 68.0) (EG 68.0) (EG 68.0) 3.5'�'
1 2 2' (EG 66.3) BW 67.3 a TO BE REMOVED FG 68.5 FG 68.5 CBW 676(.3 FG 68.5 IFG 68.5 FG 68.5 FG 68.5
�oI I FG 68.5 IIE 67.3 IE 67.3 TG 69.5 2
1 TC 66.3 I I g SWALE 0.5% IE 67.50
1 n cc o� I 1� 99 Q9 g @
PRIVATE ROAD AND DRAINAGE FACILITIES
MAINTENANCE AGREEMENT RECORDED
NOVEMBER 30 , 2022, AS DOCUMENT NO..
2022- 0453965 OF O.R.
_ TG 68.3
o - IE 65.9 ' 5.D' SYSB- . " � . ,BMP C 350 SF,-FS=67.30 . ..... ��
Q�p - E SS/O,v
T 6 9 1 T 6 s TW 68.6 N6 °07'12"E 211. TW 68.6 9 6"PVC @ 0.8% TW 69. DECORATIVE COBBLE TW 70. TW 71.5 9
BW 66.30 BW 66.60 M� CBW 67.2 REMOVIt�E POLE 6' TALL SCREEN WALL PER BW 68.00 BW 68.60 BW 68.6 1 o BW 68.6 10 BW 68.6 10 O �pHAE� q�l
CC RESOLUTION NO.2020-85
x I � No. 71651 i PASCO LARET SUITER
I �
10 5 0 10 20 30 o ASSOQ U AT ES
GRADING, DRAINAGE & UTILITY PLAN s� CW\_ Exp. 12/31 /23 ��P San Diego I Encinitas I Orange County
SCALE: 1 " = 10' qTF OF CA\_\F Phone 858.259.82121 www.plsaengineering.com
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.
BMA I RDM BMA
DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF �QM ENDED: APPROVED:
LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PUBLIC WORKS DATE: 8/12/2022 Jill T. Bankston 555 & 571 NORTH VULCAN AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIAN ARDOLINO DATE LDEV-013765-2020
MICHA STRIZIC JILL T. BANKSTON
AVE. PLANNING ^ R.C.E. NO.: 71651 CITY ENGINEER APN: 260-090-06 & 07
RECORD FROM: ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER / PRINCIPAL
ENGINEER 12/13/2022
ELEVATION: 178.543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/23 DATE DATE PLANNING CASE NO: 18-220 TMDB/DR/CDP/EIA MULTI-002569-2018 SHEET 3 OF 5
i
REMOVE POLE
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SECTION A -A
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i� 15'
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RET. WALL
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P/L
5'
FF=69.2
66.8 PAD=68.5 EX. 66.7
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UNIT 2
PER SDRSD C-9 FF=69.2
RET. WALL EX. 68.0 PAD=68.5 EX. 68.0 20' ACCESS ROAD
PER SDRSD C-4
DEEPENED
FOOTING PER
BUILDING PLANS
RET. WA
PER SDRSD C
SECTION B-B
NOT TO SCALE
RET. WALL
PER SDRSD C-9
FF=69.2
66.8 PAD=68.5 EX. 66
SECTION C-C
NOT TO SCALE
RET. WALL
PER SDRSD C-9
UNIT 5
FF=69.2
-EX. 68.0 PAD=68.5 EX. 68.0
F F=69.2
66.8 PAD=68.5 EX.66.7
UNIT 8
FF=69.2
.68.0 PAD=68.5 EX.68.
SECTION D-D
NOT TO SCALE
20' ACCESS ROAD -
CCESS ROAD
LANDSCAPE BENCH
RET. WALL
PER SDRSD C-9
FF=69.2
66.8 PAD=68.5 EX. 67.
LANDSCAPE BENCH
RET. WALL
PER SDRSD C-9
UNIT 11
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'
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. FOR DRAINAGE
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DRAINAGE
)W OF OPEN HEAD
ANTS PER SDRSD C-08
DRAINAGE QROF ESS/ON
Uj m No. 71651 PASCO LARET SUITER
SECTION E-EcrlExp. 12/31 /23
NOT TO SCALE � Q��O�'�Q���
`s'lgT CW\_ ���P San Diego I Encinitas I Orange County
F OF CAQ Phone 858.259.82121 www.plsaengineering.com
DESIGNED BY: DRAWN BY: CHECKED BY:
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS BMA I RDM I BMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF C ENDED: APPROVED: SECTIONS & DETAILS
LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PUBLIC WORKS ° DATE: 8/12/2022 �+ Jill T. Bankston 555 & 571 NORTH VULCAN AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIAN ARDOLINO DATE LDEV-013765-2020
PLANNING ^ ICHA L STRIZIC JILL T. BANKSTON APN: 260-090-06 & 07
AVE. / R.C.E. NO.: 71651 PRIPAL ENGINEER CITY ENGINEER
RECORD FROM: ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER 12%8�2022 12/13/2022
ELEVATION. 178.543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/23 DATE DATE PLANNING CASE NO: 18-220 TMDB/DR/CDP/EIA MULTI-002569-2018 SHEET 4 OF 5
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ADJACENT PROPERTY DISTURBANCE NOTE
STORMWATER POLLUTION CONTROL POST
CONSTRUCTION BMP/IMP NOTES
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP —WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE—FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006-27.
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
J. ERADICATION OF INVASIVE SPECIES
4. REPAIRING THE IRRIGATION SYSTEM AND ITS COMPONENTS WHEN REQUIRED
5. REPLENISHING MULCH AS NEEDED
6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
PLANT GROWTH
7. FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS "HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESILTING
BASINS DURING CONSTRUCTION. THE SILT SHALL BE COMPLETELY
REMOVED AND THE BIORETENTION BASINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND/OR FINAL.
�� 4
WDID #
PLAN VIEW - EROSION CONTROL PLAN
3" TO 6" COARSE AGGREGI
EXISTING GROUND
16'MIN.
I I v 11 1 11-1
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT -OF- WAY
*LESSER DISTANCE ALLOWED WITH CITY INSPECTOR APPROVAL
DETAIL A: CONSTRUCTION ENTRANCE
NOT TO SCALE
SCALE: 1 " = 20'
RUNOFF
GAP BETV
ACTS AS bt'ILLVVAY
LAYERS OF GRAVEL
BAGS WITH ENDS
n] /rMl n MMrM
AREA Dh
DETAIL B: GRAVEL BAGS
NOT TO SCALE
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.
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
rr I I
rr I �I
EROSION CONTROL LEGEND
PROPOSED CONSTRUCTION TR-1
ENTRANCE PER DETAIL A
GRAVEL BAGS PER DETAIL B SE-4, SE-6, SE-10
SILT FENCE PER DETAIL C
FIBER ROLL
LIMIT OF WORK
2. STAPLE WIRE FENCING TO
THE POSTS.
4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
q
FILTER FABRIC
WIRE
DETAIL C: SILT FENCE
NOT TO SCALE
SE-1
SE-5
OOOO 845 EA
775 LF
Ff2 240 LF
GRAPHIC SCALE 1"=20'
20 0 20 40 60
Q?'OF ESS/ON
HAEL q�l
C/)
m No. 71651 2
PASCO LARET SUITER
Exp. 12/31 /23 ASSOMATES
0-1 clvi� \P San Diego I Encinitas I Orange County
F of CA��F° Phone 858.259.82121 www.plsaengineering.com
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: BMA I RDM I BMA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO.
DESCRIPTION: STATION "134WCCS1" INT. DATE PLANS PREPARED UNDER SUPERVISION OF M ENDED: APPROVED:
LOCATION: 2.5" BRASS DISC IN THE SOUTHEAST PUBLIC WORKS DATE: 8/12/2022 Jill T. Bankston 555 & 571 NORTH VULCAN AVENUE
QUADRANT OF LEUCADIA BLVD. AND ORPHEUS BRIAN ARDOLINO DATEMLDEV-013765-2020
^ MICHA STRIZIC JILL T. BANKSTON
AVE. PLANNING / `j R.C.E. NO.: 71651 CITY ENGINEER APN: 260-090-06 & 07
RECORD FROM: ROS 18416 PRINCIPAL ENGINEER DATE REVIEWER/1—) PRINCIPAL
210022 ENGINEER ENGINEER 12/13/2022
ELEVATION. 178.543' DATUM: NAVD88 INSPECTOR BRIAN ARDOLINO EXP.: 12/31/23 DATE DATE PLANNING CASE NO: 18-220 TMDB/DR/CDP/EIA MULTI-002569-2018 SHEET 5 OF 5
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