2015-12273 G (Plans)OWNER IS TO OBTAIN A CONS7RUC770N PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR
TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK
NOTICE AND DOUBLE PERMIT FEES. IT 1S 774E RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER
PROPERTY LINE IS
DRAINAGE NOTE
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES WATER IS TO DRAIN
AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED
DRAINAGE FACILITY
UTILITY NO
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 774E STANDARD SPECIFICA77ONS FOR PUBLIC
WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
2. THE SOILS REPORT TITLED "REPORT OF PRELIMINARY GE07ECHNICAL INVESTIGATION HERMES AVENUE
RESIDENCES, 950 -952 HERMES AVENUE, ENCINITAS, CALIFORNIA" PREPARED BY CHRIS77AN WHEELER ENGINEERING
DATED JANUARY 19, 2015 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE
DONE IN ACCORDANCE IWH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONS7RUCT70N WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS
SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PR07ECT ADJACENT PROPER77ES
DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO
CONDITION
EXIS77NG PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR
DES7ROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS,
LAWS AND REGULATIONS
& GRADING AND EQUIPMENT OPERA77NG WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY
SHALL NOT BE CONDUCTED BETWEEN 774E HOURS OF 5.•30 P.M. AND 7 °30 A.M. NOR ON SATURDAYS, SUNDAYS
AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PRE - CONSTRUCTION MEE77NG HAS BEEN HELD ONS17E
WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR
AND PERMIT7EE. THE PRE- CONS7RUCT70N MEETING SHALL BE SCHEDULED WIT74 THE CITY AT LEAST 48 HOURS W
ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCT70N MATERIALS TO ANY PROPOSED CONSTRUCTION S17E WITHIN THIS
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE
PROPOSED HAUL ROUTE THE DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS 774E CITY
ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION.
11. UPON FINAL COMPLETION OF 774E WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING
APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL BE PROVIDED STA77NG:
"7HE GRADING UNDER PERMIT NO. 12273 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH 774E
APPROVED GRADING PLAN OR AS SHOWN ON 774E ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE
FOLLOWED BY 774E DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CER77FIES SUCH GRADING OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION
HE SHALL INSPECT AND 7EST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DE7FRMWE THE
SUITABILITY OF ANY FILL MA7ERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND JESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE,
13 774E CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND
PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING
PROPER77ES OR FINISHED WORK ON THE S17E AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE
BEEN INSTALLED.
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE
W1774 STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY
THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL 1S TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS
SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH
OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT 774E FILL IN STRICT ACCORDANCE Wl774 SPECIFICATIONS
15 CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND
UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND
TRIMMED AS DIRECTED BY 774E ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
ROOTS AND 07HER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE
ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH GRASS, " AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR
OTHERWISE DISPOSED OF OFF 774E S17E BY 774E CONTRACTOR SO AS TO LEAVE 774E AREAS 774AT HAVE BEEN
CLEARED WTH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL OF LOCATION OF
DEBRIS FILL SHALL BE SECURED FROM 774E SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY
SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY 7REES SHALL BE CONSISTENT WITH THE CITYS URBAN FOREST
MANAGEMENT PROGRAM. TREES LOCATED WI7741N CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR Vi
CITY EASEMENTS ARE REFERRED TO AS CITY 7REES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION
UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT
SYSTEMS SHALL OCCUR WJ7741N THE CITY TREE DRIP LINE AREA (THE AREA FROM 774E TRUNK OF A TREE TO 774E
OUTERMOST EDGE OF THE TREE CANOPY PROJEC77ON ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED
TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A
CITY TREE, IT MUST NOT BE DISTURBED UNLESS 774E PLAN IS REVISED TO ADDRESS THE TREE REMOVAL.
950 HERMES AVE
STEEPEST EXIS77NG NATURAL SLOPE ON -SITE = 1 H : 27 V
MAXIMUM VER77CAL DEPTH OF CUT = f0.5 FT
MAXIMUM VERTICAL DEPTH OF FILL = f0.5 FT
CUT = 100 C. Y. FILL 50 C. Y.
EXPORT = 50 C. Y.
REMEDIAL 415 C. Y.
952 HERMES AVE•
STEEPEST EXIS77NG NATURAL SLOPE ON -SITE = 1 H : 27 V
MAXIMUM VER77CAL DEPTH OF CUT = t0.5 FT
MAXIMUM VER77CAL DEPTH OF FILL = t0.5 FT
CUT = 100 C. Y. FILL 50 C. Y.
EXPORT = 50 C. Y
REMEDIAL 385 C. Y.
* ESTIMATE DOES NOT INCLUDE S7R/PPWGS, UTILITY TRENCH VOLUMES OR ANY OVEREXCA VA 77ON, IF REQUIRED BY
S 17E CONDITIONS. CONTRACTOR SHALL CONFIRM THAT ES77MA7ES ARE CORRECT PRIOR TO COMMENCEMENT OF
WORK. EARTHWORK QUAN7777ES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A 7HEORE77CAL
BASIS. ACTUAL QUAN7777ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING QUANTITIES
ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND RECOMPAC77ON DEP7HS
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT EMILY SCHEERER AT (619)291 -2229, 24 HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING THE
RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON S 17E ON
OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSMUC77ON OF TEMPORARY EROSION CONTROL
MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING
INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION COI MEASURES AS MAY BE REQUIRED BY THE
CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC
TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE P07EN77ALLY UNSAFE.
7 ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON.
& GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE
CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN
THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407). SILT AND 07HER DEBRIS SHALL
BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL
POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING
ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE
ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM,
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED
WITHOUT A PERMIT FROM THE CITY.
J. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP %MP FACIL177ES 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 fMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE AN07HER
APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE
!MP /BMP.
6. ALL STORMWA7ER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED 107HOUT A
PERMIT FROM 774E CITY.
7 774E INSTALLA77ON OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE 774AT 7741S
PLAN BE REVISED OR 7HAT A SEPARATE ENGINEERING PERMIT BE OBTAINED.
8. ALL EXIS77NG AND PROPOSED )RASH ENCLOSURES SHALL BE FITTED TO COMPLY W117 -1 STORM WATER BEST
MANAGEMENT PRAC77CE REQUIREMENTS 774E TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS,
NON- COMBUS77BLE ROOF THAT WILL NOT ALLOW RAIN W47ER 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 DUMPI 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 774E STORM DRAIN
SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE.
• AT / i %i h •
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD
SPECIFICA77ONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE
ACCURACY OF, 774E LOCATION OF, OR THE EXISTENCE OR NON -EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE
OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE PARALLELING OR
PROPOSED CONNECT70N SHALL BE FIELD VERIFIED. ALL EXIS77NG OR PROPOSED U77LITY CROSSING WJ7741N JO
FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO
CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CON7RACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE- AND /OR ADJUST TO GRADE ANY EXIS77NG WATER
FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL
AFFECTED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS.
IF FACIL177ES DO NOT MEET STANDARDS, THEN 77-IEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE
OWNER'S EXPENSE.
5. U77LI77ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES
6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN
DIEGO GAS AND ELECTRIC VAULTS
7. ALL WATER SERVICES TO BE CONS7RUCiFD CLEAR OF DRIVEWAYS• AND ALL OTHER TRAVELED WAYS
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE
CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH
THIS LAW, 774E DIS7RICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS.
9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC
PR07EC77ON IN ACCORDANCE WITH WC -17 OR WC -18.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS
WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO
EXIS77NG UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PR07ECT ANY EXIS77NG U77LITTES 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 U77LI7ES AND NOTIFICATION OF COMMENCEMENT
OF WORK:
A. SEWERS - LEUCADIA WASTEWATER DISTRICT- (760)- 753 -0155
B. GAS & ELECTRIC - SOGE - (760) -438 -6200
C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL N077FY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS
PROJECT. PHONE. (760)- 633 -2770.
J. THE CONTRACTOR SHALL GIVE 24 HOURS N077CE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL
WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.
POST - CONSTRUCTION BMP NOTE:
1. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND
CONVEYED VA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET.
i • " igmlelf=
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUA7ELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE IT IS ILLEGAL TO WASH CONCRETE; SLURRY, MORTAR,
STUCCO, PLASTER AND THE LIKE INTO THE STORMWAlER CONVEYANCE SYSTEM OR ANY RECEIVING WATER.
CONTRACTOR SHALL POST A SIGN DESIGNA77NG THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT
TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR
CORRUGATED STEEL PANELS /PLATES
CONSTRUCTION VEHICLES'
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE
OFF -SITE,
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE
PR07ECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,
ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX
NO EXCAVA7ON AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND 774E CONSTRUCTION SITE. CONTRACTOR
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE 7REES OR SHRUBS
UNNECESSARILY THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONS77?UC7701V IS NOT IMMEDIATELY PLANNED
FOR EROSION CONTROL PURPOSES EROSION SHALL BE PREVENTED BY PLANTING FAST - GROWING ANNUAL AND
PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATI0N AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE ELIMINATE OR REDUCE POLLUT70N OF STORMWATER
FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE,
AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER
FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE
FAMILIAR lM7H THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND 774EIR OWN RESPONSIBILITIES
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY 774EM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER, BERMS/DIKES SHALL BE PLACED
AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY
FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTFRS WITHOUT LIDS SHALL BE PLACED
WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH
ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT
AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON - RECYCLABLE MA7ERIALS MUST BE
TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMAT70N ON DISPOSAL
OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOMWE TOLL FREE AT (800) 714 -1195. FOR
INFORMAT70N ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES, PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON
PERVIOUS SURFACES
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GUTTER, AND STORMORAIN. CONTRACTOR
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE IRA VELED AWAY FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CO TROL MEASURES AND REQUIREMENTS PLEASE CONTACT
774E ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (740) 633 -2770.
L• I ► i
IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT 774E
OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES. ALTERATIONS OR
ADDITIONS TO THESE PLANS WHICH 774E CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR
THE PROPER COMPLETION OF THE IMPROVEMENTS
I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
SIGNATURE �' DAIS• J -711
TIMOTHY BARZAL OR
LOUIS SCOT77
STATEMENT OF ENGINEER OF WORK
774E UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRAC77CES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WI7H 774E RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT 77-1E ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY 774E CITY OF ENCINITAS
IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION
BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT
THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS
BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS
OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM 774E
NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN
774E COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF 774E WORK PERFORMED BY
THE ENGINEER.
„ FESS/
SIGNATURE.• DATE (o' l u' 15 QRO ONq
BRIAN M. ARDOLIN RCE No. 71651 �Ot HAEL q�!
PASCO LARET SUITER & ASSOCIATES
535 N. COAST HIGHWAY 101
SOLANA BEACH CA, 92074 w m No. 71651 o M
RCE EXPIRES 12 -31 -15 0:1- Exp. 12/3115 �
CIV
77MO714Y BARZAL OR LOUIS SCOT77
SDH FUND MANAGEMENT LLC
2437 MORENA BOULEVARD, THIRD FLOOR
SAN DIEGO, CA 92110
SITE ADDRESS A.PN:
950 & 952 HERMES AVENUE 254- 324 -55
ENCINITAS, CA 92024 254 - 324 -56
ZONING REOUIREMENTS RO EC
R -8 LO ATION
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN
THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO,
STATE OF CALIFORNIA, AND IS DESCRIBED AS PACIFIC
FOLLOWS: OCEAN
PORTION OF LOT 22 OF SOUTH COAST PARK, MAP
1776 IN THE COUNTY OF SAN DIEGO, STATE OF
CALIFORNIA.
TOPOGRAPW
TOPOGRAPHY INFORMATION FROM FIELD SURVEY WAS
PREPARED BY PASCO LARET SU17ER & ASSOCIATES,
PLS 8486, MARCH 2014.
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TLS ENGINEER'S CERTIFICATE
1, DANIEL ADLER A REGISTERED CIVIL
ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN
THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CER77FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS WAS MADE
BY ME OR UNDER MY DIRECTION ON 1- /1-/3
AND FOR
�SJ
AN UPDA7E ON I"/E .
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY,
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE
REVIEWED THESE G AD1NG PLANS AND
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT H B R
D l 774E GRADING PLANS AND SPECIFICATIONS.
SIGNED:
_
RCE NO.: 3603
S >
EXP. DA 7E.- 06 -30 -16
W
WATER SERVICE PER WS -09 & WC -17
FS
JOB #• 2164
FIG
CHRIS77AN WHEELER ENGINEERING
FL
3980 HOME AVENUE
8
SAN DIEGO, CA 92105
.1
PROJECT NO. 2140719.01
PHONE. • (619)550 -1700
S.D.R.SD. = SAN DIEGO REGIONAL STANDARD DRAWINGS
PROPERTY LINE
LOT LINE
EASEMENT LINE
RECIPROCAL ACCESS
PCC PAVEMENT
PERMANENT BMP AREA
POROUS PAVERS
PERMEABLE PAVERS IN ROW
FIRE NOTES:
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1
Z FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE
IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN
APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES.
AMENDMENT 503.2.3
J. FIRE APPARATUS ROADWAY GRADES EXCEEDING 157 ON FIRE APPARATUS ACCESS ROADS
SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE A
SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH
PERPENDICULAR TO THE EN77RE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE
7RAC77ON THE EN71RE LENGTH OF THE GRADE.
BMP STATUS:
STANDARD PROJECT
PASCOLARET SUITER /per p /� UILT LEUCADIA WASTEWATER DIST. ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS FIELD OPERATIONS
ASSOCIATES IMPERVIOUS AREA PUBLIC SEWER SYSTEM APPROVAL REV) W BY VIE / Y REVIEvkl REV �]
APPROVED BY: LWD DISTRICT ENGINEER rEI
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING IMPERVIOUS AREA PRIOR TO CONS7RUC77ON: _Q_SQFT - - Zbf7 �1 !
535 North Highway 101, Ste A, Solana Beach, CA 92075 IMPERVIOUS AREA AFTER CONSTRUCTION: 3246 SQFT BRIAN M. ARDOLINO DATE
7 INCREASE IN IMPERVIOUS AREA: 3246 SQFT TEP EN DEERING, PE RCE DA C /ZI 5
ph 858.259.8212 fz 858.259.4812 lsaen eeria .com IMPERVIOUS AREA REPLACED: 0 SQFT R.C.E. 740. 71651 DA Zi • I S
p g EXP. 12 -31 -15 �6r r! S� DATE: DATE: 17ATE: TE:
FIRM DA
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING
DESIGNED BY DRTR BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
A55-000-1 % 1 (P GPS POINT "134WCCS1" PER RECORD OF P NS PREPARED UNDER THE SUPERVISION OF REVIEWED BY. • 1 GRADING PLAN FOR:
SURVEY 18416. PT. NO. 1024 REV WE BY 1
MONUMENT DESCRIPTION:2.5" DISK IN THE HORIZONAL DATE: G 18 1� 122%3 -G
SIDEWALK IN THE SOUTHEAST QUADRANT - -,, A I A GLENN PRUM 95� & 952 HERMES AVENUE
LEUCADIA BLVD. VERTICAL I �/ V R.C.E. NO.: 71651 DIRECTOR OF PUBLIC WORKS �`' 1
DATUM: NAVD -88 ELEV.: 178.543' DATE: BRIAN M. ARDOLINO EXP.: 12 -31 -15 DATE: )0 % /3 /+i
JJS DATE: 14 -147 & 148 CDP ARMS 254- 324 -55 & 56 SHEET 1 OF 3
PLSA 2164
AC PAVEMENT
-
CENTERLINE OF ROAD
55 - -
CONTOUR LINE
- - - - - - - -
EXISTING CONTOUR LINE
FLOWLINE
-
SETBACKS
_
STORM DRAIN INLET
_
STORM DRAIN
S
SEWER LATERAL PER LWD S -11:7 & S -25
W
WATER SERVICE PER WS -09 & WC -17
FS
FINISHED SURFACE
FIG
FINISHED GRADE
FL
FLOW LINE
FF
FINSHED FLOOR
OF
GARAGE FINISHED FLOOR
FIRE NOTES:
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL
CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1
Z FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE
IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND SHALL BE PROVIDED WITH AN
APPROVED PAVED SURFACE TO PROVIDE ALL - WEATHER DRIVING CAPABILITIES.
AMENDMENT 503.2.3
J. FIRE APPARATUS ROADWAY GRADES EXCEEDING 157 ON FIRE APPARATUS ACCESS ROADS
SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL MITIGATION SHALL BE A
SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP BROOM FINISH
PERPENDICULAR TO THE EN77RE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE
7RAC77ON THE EN71RE LENGTH OF THE GRADE.
BMP STATUS:
STANDARD PROJECT
PASCOLARET SUITER /per p /� UILT LEUCADIA WASTEWATER DIST. ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT ENCINITAS PARKS & RECREATION DEPT. ENCINITAS FIELD OPERATIONS
ASSOCIATES IMPERVIOUS AREA PUBLIC SEWER SYSTEM APPROVAL REV) W BY VIE / Y REVIEvkl REV �]
APPROVED BY: LWD DISTRICT ENGINEER rEI
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING IMPERVIOUS AREA PRIOR TO CONS7RUC77ON: _Q_SQFT - - Zbf7 �1 !
535 North Highway 101, Ste A, Solana Beach, CA 92075 IMPERVIOUS AREA AFTER CONSTRUCTION: 3246 SQFT BRIAN M. ARDOLINO DATE
7 INCREASE IN IMPERVIOUS AREA: 3246 SQFT TEP EN DEERING, PE RCE DA C /ZI 5
ph 858.259.8212 fz 858.259.4812 lsaen eeria .com IMPERVIOUS AREA REPLACED: 0 SQFT R.C.E. 740. 71651 DA Zi • I S
p g EXP. 12 -31 -15 �6r r! S� DATE: DATE: 17ATE: TE:
FIRM DA
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING
DESIGNED BY DRTR BY CHECKED BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
A55-000-1 % 1 (P GPS POINT "134WCCS1" PER RECORD OF P NS PREPARED UNDER THE SUPERVISION OF REVIEWED BY. • 1 GRADING PLAN FOR:
SURVEY 18416. PT. NO. 1024 REV WE BY 1
MONUMENT DESCRIPTION:2.5" DISK IN THE HORIZONAL DATE: G 18 1� 122%3 -G
SIDEWALK IN THE SOUTHEAST QUADRANT - -,, A I A GLENN PRUM 95� & 952 HERMES AVENUE
LEUCADIA BLVD. VERTICAL I �/ V R.C.E. NO.: 71651 DIRECTOR OF PUBLIC WORKS �`' 1
DATUM: NAVD -88 ELEV.: 178.543' DATE: BRIAN M. ARDOLINO EXP.: 12 -31 -15 DATE: )0 % /3 /+i
JJS DATE: 14 -147 & 148 CDP ARMS 254- 324 -55 & 56 SHEET 1 OF 3
PLSA 2164
I � '
LEUCADIA WASTEWATER CMSTRICT NOTES �-
1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APN: EX HOUSE APN: 254-324- 19 -Q()
APPLICANT;
COBBLES OR VEGETATION 6743 G
PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY 54- 324 ®33 -OQ - - -_ ---- AKMBDdGAit PER BIORETENTION HIGH PT DRAINAGE DIRECflON� �J
RET q/ALt ETAIL THIS SHE ®1% MIN (TYP)
FOR 774E CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING N74° 16' 11 "E 55,51' 66.50 FG N74° 16' 11 "E 72.00' (,x. NAN►b1
OR AFTER CONS7RUCTION. �e- e� -��e� o-� - o-
2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL g' T I 6.50 F - _ _ 1 �� 6_ ® ��_ �$ �- ` �pEplwOfo70 Ail _ _ _
�- AS BV I LT
CONFORM TO 774E LEUCADIA WASTEWATER DISTRICT LWD SEWER II I
A SF' . ° 6.50 TG
STANDARDS AND TO 774E REQUIREMENTS OF 7HE STANDARD M SP '.
3R6 - .67 FG " 65.17 /E 67.21 TG COTG ' I i
SPECIFICA77ONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND - - _ _ .65.67 /O 7.
THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS IN THE O F 67.40 FG 66.14 E 6743 FG,
EVENT OF CONFLICT 171E LWD SEWER STANDARDS GOVERN. 66.50 FG H/GH PT',, �II BRIAAi AAjj ARDOU DATE I
- 66.24 IE ( NON. I�O� 7l 5 I V
t
J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY h 1 g = 7.4% hl 12` I -
67.32 TG N - : 5
REQUIREMENTS SHALL BE FOLLOWED AT ALL 77MES WITHOUT -� uMDS OF 6G.50 FG
EXCEPTION. 66.32 its _� =. - p j6% UNDERGROUN 67.40 FG FENCE PFTd CO NANT HOLDING CITY
- - 6 950 HERMES AVE I I �� APPROx.
STORM 6" PVC 6723 TG OTHERS (TYP) y .HARMLESS FOR CROSS LOT LOCATION OF
4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS `D1 STORAGE 4.0%
LIMITS of PARCEL A I '`✓ DRAINAGE RECORDED AS
ae �i 66.34 IE IX 6" ACP ___j SPECIFIED IN SEINER NOTES 2 & 3 ON 774E JOBSITE AT ALL TIMES I 67,40 FIG `� 6740 FG 67.40 FG 6740 FG ,. UNDERGROUND DOC. Zo15 0342305
il•,,� N� �- -� APN: 254_324 -56 -00 0; fit. `(3o ZoIS WATER
S70RMWATER
5. 7HE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ° STORAGE PAD - 67.50 LLI
II o - II o I
ONE YEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LWD AND 11 67.0 TG ^e. N 6740 FG co
SHALL REPAIR OR REPLACE ANY WORK 774AT MAY PROVE DEFEC77VE I I `; 66.38 IE I I CO FF =68.17 1 W ' of
IN WORKMANSHIP AND TOR MATERIALS WITHIN THE ONE YEAR PERIOD I, 5' ( W o `, 6.0'% II ( c� ' -,
ro ee �e �F ENT
WITHOUT EXPENSE WHATSOEVER TO LWD. o �I I o 952 HERMES AVE 25 I I L 1
o I I ® PARCEL B s743 FIG TI I �'' 6730 Fc TI I®
6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A 00
LWO PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF �II HIGH PT II zn II
w APN :254 - 324 -55 -00 �'',� v,
72 HOURS N077CE TO LWO PRIOR TO CONS7RUC77ON. - Zo . II ;z =.c II 67.30 FG �I� r WATER SERVICE TO r` !
11 � PAD = 67.50 I ® ' / COTG I �� ��� �- REMaN „ 6 (�
7. APPROVAL OF THIS PLAN BY LWO DOES NOT CONS777U7E A 1 ._' r -T ' 141 �11 FF =68.17 II °� 4.s% s . FG �i
743 uj
REPRESEN TA 77ON OF 7HE ACCURACY OF 774E LOCA77ON OF OR THE ( I I �J(" HIGH PT PAVERS IN R/W TO BE MAINTAINED EQUALLY BY
EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND U77LITY, PIPE, 66.44 IE / PROPERTY OWNERS IN ACCORDANCE W/ w ! ?
OR S7RUCTURE WITHIN THE LIMITS OF THIS PROJECT. �' TII 67.30 TG 11 �I''� 67.50 FG GARAGE �!/ r- ENCROACHMENT MAINTENANCE AND REMOVAL �y
6764 FG 66.50 IE (( A // h�o ,,Lc RECORDED .7 3 �L
8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD 111tH PT i �9 PAD =67'56 / �� O I:. 7� b 3® col y
RECORDED�15- �3* 233 t
�I I �° � � 31 FS 6724 FS FENCE PER � , _, '�/ � � �-
DISTRICT ENGINEER IN WRITING PR /OR TO CONSTRUCTION. 4.5� 1N 2 1 "��ORP"�ER WATER
9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY 11 ^ `" o-- ) �� 6650 IE �� . P sc > D DUAL`'Idiii(7 PER WAS
AN
FENCE PER `O (i 8% , , US � 09j. 17 A. OWNS-- O'PENSE
BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW �I I p 'j. ? , z RA�ALE ROAD MAINTENANCE A MWNT-
OTHERS (TYP) 5 ?',, W� ' ,, DRAINAGE 67.60 FG `S - ME_._, NCY VEHICLE ROED. D
SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXIS77NG 6740.FS "' se GARAGE FF FRONT 67.57 ACCESS, EASEMENT PER
11 SEWER UN77L AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY z DIRECTION ® -� BEGIN TRANSITION
F 69L16 PCC 2014 g EL 6
THE LWO INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. �I I GARAGE °� °•,, 1% MIN (7WP) �" �•' c FLUSH CURB TO 0" CURB B DOCUME1
11� PAD =67.50 �og� ^' - -� - 5 w w
10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO III /� ''` : , '6745 F.,- W W
THE SE w ,., .Z, , : • -.r
v
WER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWD �) Y -3.0 ` ; !' MATCH
c� iw .. 0
♦ ° , \ 67:50 FS k
w
ON THE PLANS. ,,. ., ,.e c5 ,° ,ti, � .0 `FS
II ,
3.6 '
" , 7150
t
°
67 FS': 6771 FS 68,04 FS 6E07i S 7.5 FS ) � 7 ,e , , : ..67.17 FS 67.08 fS . 6733 -F5 . , ., ;- ,
" " Gila - _ s'S S
_ „ 7: I. ti 7.70..
91. A 2 /NCH HIGH S SHALL BE INSGR /BED ON THE CURB FACE !. . , „ , . , ,. �'.. , c? �` ..I �, : , f , , - > , , .. -. , _/ L -r`�", ,- , � -. �±�� I '
R .. •.*.,. a. , v „ ..e, , ....,,,.., „Z• _ . , ,.:' ,. ..� ..,. ., ..,. ,.;: , , >^ , ......, �. � INSTALL SEINER TERAL
ATTACH LATERAL LOCATION 8Y THE CONTRACTOR.
o : �- y,� ',..�.� � ,,. ,:^' ,� ,, .�� oar, t3 �..�. ra .e ,: ,. - .rte •'.�r�s'i++,�r1��r' ,; : "'r ;: u�
I� f`"` PER LWD 5 -17! 5 -25
F
tl l ae,,, N74 16,11E 1'6200 a4 ae �' PREP,
s73 Fs PERt /l PVC DRIVEWAY.
n ( .. 59.92 IE 8 1 SEWER
L6734 G - ,i : 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH 1 _ _ 60 IE 70.LATERAL. 774E WIRE SHALL EXTEND UP TO A 2 COPPER TAG TIED o 67 . < ;, ® � o , 88.69 FS r . , ,. ,p4: .f � 31, �� e
1% r, e
FS
AND SOLDERED TO 774E WIRE. THE TAG OVER THE SEWER MAIN SHALL e-
. - W PT MATCH IX
IX FIE LA
TERMINATE 6 ABOVE PAVING SUBGRADE WITH FINAL LOCATION JUST 1 4 a 77 - 1.77$3 5:2% _ lA `: 8. 10.E <. .
6% :.. : _• , ( 1.77% 71.21
BELOW PAVING. 7HE TAG OVER 774E CUSTOMER END OF THE LATERAL -
-- - -- -- - -- - - - -- -- - - - -- - - -- -- - - (,, i A 14,11 SHALL EXTEND ABOVE GRADE UN77L CONNECTED AND SHALL - -- - w - _ s „ 2 B - e 59.8 VC _ .. Na4 iii ?2 E 227 51 -'� _
THEREAFTER BE BURIED AT 174E POINT OF CONNEC710N. DRAINAGE DII�ECTakV I 66 PCC -- 6�6" BEGIN C -9 C 0 2.5 `
( r HOUSE O SE 1 EMERGENCY VEHICLE f1iISH CURB l - a TO
0 1% MIN FLUSH CURB APN �4 32 •,. GRAN. WALL
FLUSH EASEMENT PER
13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. - F� 054-3,24--2211-00 �s N E C -9 GRAN. WALL 0(11- WAlfR
., DOCUMENT 2014- 0022259 IX
, : _ , ..: -r =' �� WATER METER i j TO BE KILLED AT AWN
14. ALL SEWERS AND LATERALS SHALL BE WA ME BALLED OR JETTED, 1 ; PTO BE REMOVED 25;
LOW PRESSURE AIR TESTED, AND TELEVISED AT THE APPLICANT ,
GRADING PLAN {'
/CONTRACTORS EXPENSE PRIOR TO CONSIDERA77ON FOR FINAL •
ACCEPTANCE BY LWD. A/R TEST SMALL BE DONE AFTER CONSTRUCTION `T °., "- MRwNof
OF ALL OTHER U77LI77ES AND U77LITY LATERALS J1 p
q ` SCALE 1 "=10' L (Eilw� SNWi
15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE `� �iNO l,t I 25,
FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. GRADING NOTES La�iCQ.S ON SIDES DF KIIAS ONL. NO ckea, 1D sr ' `D SCALE: 1"=10' r
1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE 10 5 0 10 20 30 113' VARIES VARIES 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO DTI '�Ci'C'rt�t� C�� C.�' +PR'CICi
APPLICANT'S PROPERTY. IF ANY DISTURBANCE TO ADJACENT i VfARIES uAR -ITS VARIES
EXIS77NG WYES, MADE WITH GASKE77 =D PVC SADDLE WYE, OR SHALL VARIES
BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALLING PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK INSTALL LARGE COBBLE OR VEGETATION
•
OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN ON OVERFLOW EDGES TO ENSURE GRAPHIC SCALE IN FEET
NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST EROSION DOES NOT OCCUR TO THE OVERFLOW PIPE TOP OF PIPE TO - r
END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT
;,,_ _
BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SA7ISFACIION OF THE CITY INSPECTOR MATCH ELEVATION OF OVERFLOW EDGE APPROXIMATE "ilt
AND ENGINEER OF WORK _ 4PPRO)
1ZEXIS77NG PIPE MAY BE USED FOR INSER77NG WYES INTO AN SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE "` PANNG SECTION IXLS1T GRADE
EXIS77NG SEWER. ALL CONNEC77ONS NOT MADE TO EXIS77NG WYES PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING DROUGHT TOLERANT PLANTS (TYP.) 6'
MUST BE IN ACCORDANCE W17H LWO STANDARD DRAWING S -32. IF AND SUBMITTED TO 774E CITY IS GROUNDS FORA STOP -WORK TO BE CUTOFF WALL - I HERMES AVE TYPICAL SECTION
2" HARDWOOD MULCH/ GRASS PVC PIPE RIP RAP PER
NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM ISSUED FOR THE PROJECT UN71L THE REQUIRED PERMISSION IS COVER OR CITY APPROVED PER PLAN - � SORSD D -40 NOT TO SCALE
FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND OBTAINED. EQUIVALENT
_
BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A -
DOKWSTREAM LWO SEWER. IN LOCA77ONS W17H SIGNIFICANT UPSTREAM 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF 2% 1% !III III ....... 314" WASHED GRAVEL
FLOW, LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND -: BIORETENDON
FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE _.- I € {�j II; III I = 40% VOIDS MINIMUM
BYPASS EQUIPMENT WITH FULL -77ME MANNED MONITORING. NO = i =III III { {- _ AREA SEE DETAIL
AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET � � �� -��; ! �;� _rr- 10' �- -i �- � 1 T � i I I ) r I, I '
.1- I ` _ _ THIS SHEET BIORETEMION 6" OVERFLOW PIPE
UNMANNED BYPASS SHALL BE ALLOWED. I I {=111 ` {� __, I I i =I I 6' PERFORATED PVC
AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND 24' LAYER ENGINEERED SOIL I " _ � '-+1 � . �- j[I� €! , 'f= (I;� j(_ AREA PER DETAIL I WITH TRASH RAC
LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION *SEE N07E BELOW i = - - �'°i!i II_ - -, (I I I- PERFORA77ONS 0 1' ON CENTER " THIS SHEET
18. FOR CONNEC77ON OF PLAIN END TO PLAIN END PVC SEWER, I( ik- a- j „- R
REPAIR COUPLINGS SHALL BE MADE OF PVC MATER /AL MEETING THE CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY " ,'! l'r��� - II I( -III - I III, 3 { Ili- I � -I ON EACH SIDE AND TOP OF PIPE 6 6" 3 �&,/A&.L L�
6" PVC - -_ I T_I , I1 I I, �_ IT_I� € I_j� i l
SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC - N I I �I I I=I - ( _I ! 1 1=1 �� I { ( €- 3 i ;art} i a =IJ TI !
SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO UNDERDANN/ 1 L -1 ; _ l ( E l :_SIT,, 11 I-- NOTE. BASINS TO BE FULLY !- 1 i=-� =III= � -�I -' ; I•
CENTER STOP. PIPE ENDS SHALL BE THOROUGHLY CLEANED PRIOR TO MONUMENT NOTE OUTLET PIPE I ! - - �� NDSCAPE & IRRIGATED • ' THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTA710N [ T -I I I I= (�INSTALLA77ON OF THE REPAIR COUPLING(S)_ THE REPAIR COUPLING - - i I :, ,� - ,, - . f yffi ! ( I i ! - PRIOR TO CCUPANCY !
SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY 2 CAPER OF L ;r,, :•. Will
LI -II I1�IIII. TF -_I4
36 cRA 51111, ;:= ,: ,::;�
774E PIPE AND ADJOINING PIE L $E ALIGNED TOGE774ER AND / __ .__ i . .... _ _ 11 (I -I 1 -I I 1 -I I ME I I� 111
PIPES SHALL CONSTRUCTION. SUCH POINTS SHALL BE REFERENCED AND REPLACED = T.. r i-
I__(_Ll- III •, .,- ......: ,..- •:: ^..,.. -
��� I1 Il liiIF II E:
THE REPAIR COUPLING SLIPPED BACK INTO A POSITION EQUALLY WITH APPROPRIATE MONUMENTA71ON BY A LICENSED LAND SURVEYOR 1_
SPACED BETWEEN 774E TWO PLAIN END PIPES PVC SEWER REPAIR OR A REGISTERED CIVIL ENGINEER AU774ORIZED TO PRACTICE LAND 12" LAYER OF� = � �ll (l �,a ! :: � NOTES NO LINER SHALL 6' PERFORATED PVC
COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS 3/4" GRAVEL f i I f I l -i 11. PERFORATIONS ®1' ON CENTER
APPROVED BY THE LWD DISTRICT ENGINEER. iii 111 I iT II �t l� I { 4 PVC PERFORATED SECTION C -C - CUTOFF WALL (TYP.) 1. 825 CU FT (PER PARCEL) MINIMUM VOLUME OF
APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR SEE NOTE BELOW f( 1 _f ( i 1 i .!_ f t PVC UNDERDRNN NOT TO SCALE GRAVEL NEEDED FOR STORMWATER STORAGE ON EACH SIDE AND TOP OF PIPE
19. PVC OR W7RIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND * B10RETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 24" DEEP "SANDY
BE USED TO TIE -IN TO EXIS77NG VCP. FOR CONNEC77ON OR REPAIR SURVEYORS ACT. SECTION A -A - STORMWATER DETENTION
OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE 501 LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN NOT TO SCALE
COUPLING OR EQUAL SHALL BE USED. FOR CONNEC7IONS OF VCP TO 50 -60% SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL,
PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING NOTES TO CONTRACTOR: FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF t'L
W17H MATCHING INVERTS, OR APPROVED EQUAL, SHALL BE USED W77H UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMA7ION SHOWN NOXIOUS WEEDS. R
A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF 774E PIPE ON HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT NOTES
THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL HORIZONTAL AND VERTICAL LOCATION OF EXISTING U71L11TES UNKNOWN. ** 314" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE 20' L PAVER INSTALLATION SHALL BE PER MANUFACTURERS 1.5'
BE DUC77LE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING U71LITIES PRIOR DEEPENED TO INCREASE 774E INFILTR471ON AND STORAGE ABILITY OF THE DETAIL RECOMMENDATIONS, PAVER SECTION IS SHOWN FOR g' J. 1' 9.5'- 10'�jI
PROVIDED W77H 16 MILS FUSION BONDED EPDXY COLOR CODED TO 7HE TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL THE EFFEC77VE AREA OF 7HE BASIN SHALL BE LEVEL AND SHALL BE SIZED REFERENCE ONLY, PAVER SECTION IS REQUIRED TO -11'
TYPE OF CONNEC77NG PIPE. GASKETS SHALL BE SBR PER ASTW D2000 NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE SIORETEN77ON MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS
MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE, ALL NUTS LOCATION AND PLAN LOCATION OF U71LI77ES UPON DISCOVERY OF BASIN IS 4% OF 174E IMPERVIOUS AREA DRAINING TO IT. ALL BIORETEN770N _ 2% Z AC PAVEMENT SHALL BE MINIMUM 24' WIDE WITHIN 25 �z
AND BOLTS SHALL BE TYPE 316 STAINLESS STEEL. DISCREPANCY. PIANIERS TR BE DEPRESSED AT LEAST 10" BELOW ADJACENT FINISHED SURFACE o RIGHT -OF -WAY AT PROPERTY FRONTAGE. 8 °�
20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR ~
:" 0 0 0 0 0 0 0 0 o VARIES 5 %8% VARIES 2•
CONTRACTOR TO COORDINATE WITH SDWD INSPECTOR FOR :. ? •.-:::.:::: ;;::::a:;;:;:;:::;;r;:;'::::•>; ; ::t•.:tt•;r:: ................................ ''`•.....'''; " 2%
A'PERIOD OF 77ME NOT TO EXCEED ONE YEAR FROM APPROVAL DATE BIORETENTIONAREADETAIL ti;• °.... 6X16 PCC -i? -• i
TO START OF CONSTRUCTION. IF 774E ONE YEAR TIME LIMIT IS EXPIRED INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAYY, WATER FLUSH CURB �:4`; ....:::...... :,.....:_ .. 0
METER TO BE FIELD LOCATED WITH RESPECT TO EXISTING & NOT TO SCALE DRIVEWAY
PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT "
EXISTING
PROPOSE
4 BASE COURSE LAYER
THE PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED D HARDSCAPE, UTILITIES, ETC. o PAVERS
.............
REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO 774E PLANS 6" CURB PER I 112" TO I' AGGREGATE PAVEMENT ,
SHALL BE MADE AT 774E DEVELOPERS EXPENSE AND APPROVED BY SORSD G -1 NO LIMEA 4" BASE COURSE LAYER REMOVE AND REPLACE
THE LWO DISTRICT ENGINEER PRIOR TO 774E START OF CONSTRUCTION. PERMEABLE PAVERS ORCO IXlSANG AC PAVEMENT
�
QpFESS /Oy AQUA -ERIC OR APPROVED EQUAL 112" TO 1' AGGREGATE
�r�0 AEC q 4 NFR
PASCO LARET SUITER,Q�� °����
& ASSOCIATES Lw m Exp. 12/31 /15 Z Z
m No. 71651 o m
CIVIL ENGINEERING +LAND PLANNING +LAND SURVEYING
BIORETENTION AREA SIZING TABLE
PARCEL
IMPERVIOUS AREA
MIN. BASIN SIZE
PLUS 15%
15% ADDITIONAL
IMPERVIOUS AREA
PROPOSED
1
1778 SF
71 SF
82 SF
267 SF
83 SF
2
1438 SF
58 SF
67 SF
216 SF
68 SF
No LT
FILL OPENINGS IN 12" SUB BASE COURSE LAYER PERMEABLE PAVERS QRCO
NOTE 4 AQUA -BRIG OR APPROVED EQUAL FILL OPENINGS IN
PAVER UNITS WITH %" 1/2" TO 3" ANGULAR ROCK PAVER UNITS WITH %" 67116" PCC FLUSH CURB
SPECIAL INSPECTION OF BASIN, TO 3/" AGGREGATE " 12' SUB BASE COURSE LAYER TO %" AGGREGATE AT EDGE OF PERMEABLE
& DETEN71ON PITS REQUIRED 2 BEDDING COURSE LAYER PAVERS
PRIOR TO OCCUPANCY BY 1/4" TO 3/8" AGGREGATE 112" TO 3" ANGULAR ROCK
ENGINEER OF RECORD SECTION B -B 2 " BEDDING COURSE LAYER SECTION D -D - HERMES AVE FRONTAGE
-
J> Cli\ F \F NOT TO SCALE 114" TO 318" AGGREGATE NOT TO SCALE
OF
aM.Yi".i[Yf
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCHMARK
SCALE
PLANNING & BUILDING
DESIBBNMEAD BY DRTR BY �"SMA BY
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS PUBLIC WORKS DE
ARTMENT
DRAWING NO.
AS- suar
1 I
It l
GPS POINT "134WCCS1" PER RECORD OF
SURVEY 18416. PT. NO. 1024
MONUMENT DESCRIP7ION:2.5" DISK IN THE
SIDEWALK IN THE SOUTHEAST QUADRANT
LEUCADIA BLVD.
DATUM: NAVD -88 ELEV,: 178.543'
"_
HORIZONAL 1 -10
VERTICAL NIA
RE W BY.
P NS P EP RED UNDER THE SUPERVISION OF
DATE; ) •13
R.C.E. NO.: 71651
BRIAN M. ARDOLINO EXP.: 12 -31 -15
REVIEWED BY.
/
� °' ^�
MASIH MAHER ° GLENN PRUIM
DIRECTOR OF PUBLIC WORKS
DATE: '71101 IS DATE: 7XIAlIr
GRADING PLAN FOR:
950 952 HERMES AVENUE
1A-1A7 k 1AR nnp A.P.N.4 254 -324 -55 & 56
12273-G
(
DATE:
1 ';HEFT ?
aM.Yi".i[Yf
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6 :1 (HORIZONTAL 1
TO VERTICAL) OR STEEPER WHEN THEY AREA: APN: E�° HOUSE
APN: 254.324° 9_00 II
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS I _____ C .
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO 254 - 324 -33 °00 - -- - - - - -_r - - -' SET FEW PER DLTAI
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS N74° 16' 11 "E 55.51' INS MT (ym) N740 16' 11 "E 72.00'
APPROVED BY THE CITY ENGINEER. T° 1- - e = _ = E3 t
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL a
FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: r =_
fjo
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER i
2. 20 LBS PER ACRE OF ZORRO FESCUE
J. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA a _ - ��
950 HERMES AVE
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPE( OF SNOW) WAVU MG INLET � � � ' h APN: 254 - 324 -56 -00
6. 112 LB PER ACRE OF DIMORPHOLEGt � ' PAD = 67.50 °
7 ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOG47IONS II 1 4
iMS SHEET (1YP) m
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC ( °o I.- ' '�JI FF =68• 17 �' Lu
STREET OR RESIDENTIAL STRUCTURES.
_ 7 I
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING - I M� , i
z
952 HERMES AVE „ I
HYROSEEDMNG. o �I io C` •" yj
o .II APN: 254324 -55 -00 II �° TII ;� �-
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSFTE IN UNOPENED c- - °� ° i
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE W PAD = 67.50 LO
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ° °� � • �I I ' _ 68 = �7 F� ° � �
10. NON -PHYTO -TOXIC WETIING AGENTS MAY BE ADDED TO THE HYDROSEED FF
.. I �T I " o q SET FENCE PER DETAIL
�K ,
SLURRY AT THE DISCRETION OF THE CONTRACTOR. rr I ( ? � ; I I ,� 'I� °= r � a x �1 I TFµS MT (11'P)
CIS
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
CW
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY x " c� OUS
FROIECMIN BED APPLIED FIBER MNERLAL WHEN STRAW IS USED IT MUST BE ANCHORED TO THE Gma BA6 ' � T °.;
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE �I'�
SOIL. W S1EET ( �� F �� x
C• FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHTH 15% o -o-o- k' s
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. �I ._ -
</ % -GRAVEL SHET (
" ' `^ ; w
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. ' )
�I r hfn t ,r TIES SFIEt7 (lYP) \� r ?ii I It-- 9 .DO' � t
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF SET FENCE PER LIETAL : W W
1. TRACK WALKING SLOPES STEEPER THAN 6.1. T1/S '
--
�, ° ''. '• .. .' .. „.° .n -. °.... 'a .f 'q, „ ; •. n`° •'t r .r .. Iii 't °y..
�IW�'
1 I .. •, q t�v. nz. R'r A. r✓ ,, +.r+° ?
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ((EM 1 ABOVE.
E
° `
r,
,. S f" � , ,.. .. f ° e e v a, ° : e •f ° Y :. ; °.:r P i, j' °e.f .f :. . :. a ,:: ' e
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. - '.,: „ � -„ s a �, ' : � r "^"
f'
... "f, r ,a h. „ .. „ .' v. ,•.., . +. ., r'a "-�,. i4. ``•. r *,. b. ,.t , h.. f 4,. ._v"h - `F-� -,�
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
r° d`3° p•. l•'o. .s0 1 n. r'` .'` a, Y .° '„ d' Sri F }. d' <.. }•^r'D- :TTY .?a °..S'a,.. 4'.�K :�4"�•- ve -'�.*
\per
SATURATED SEED BED. - �.
NE I ✓ , d„ f . � , > r .
s
2. 174E ADDITION OF SOIL AMENDMENTS PH ADJUSTMENT LEACHING OR re.
,.
COVERING SALINE BOAS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. x ' ;• `" � ,f. h ,, . ; � , 5, .. , ••, ,t � S hth `� � _ _
.. vt J .., `.., „ ° .` a' ,tom a t. ✓ S .3. h,
4t ,
,.h
5 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE _,. � ." • � ,. - - - `,n`
-f
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY �- -! " "'" � -�
,_
�. _ ...._. °. °:.. _ ..... 4-16" T2 'E 227.51' < -- � _
RELEASED. I _ g > ; „N7
SET PER DETAIN.
F i n, r (TM) L $� A�PW2 f
4
F 4n S }8 254-32,(
ADJACENT PROPERTY DISTURBANCE NOTE __ ° ...,° - '� eh �,
ALL THE WORK PROPOSED ON THIS PLAN IS EM7RELY WITHIN THE APPLICANT'S PROPERTY
PLAN
_
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY ����� ®� CONTROL / LEAN
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 NOTE•
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BIORETENTION BASINS SHALL BE EXCAVATED AND USED AS DESIL71NG SCALE: 1 °10'
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. BASINS DURING CONSTRUCTION. THE SILT SHAM BE COMPLETELY LEGEND
REMOVED AND 7HE BIORETENTION 84SINS COMPLETED ONCE FINAL SITE
STABILIZATION IS ACHIEVED, PRIOR TO OCCUPANCY AND /OR FINAL
,,° :_:.; �_.__ ._ _, ._.- PROPERTY LINE
ADDITIONAL NOTES ADJACENT PROPERTY LINE
1. ER0510N CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE - CENTERLINE OF ROAD 10 5 0 10 20 30
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON COARSE
SITE SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) AGGREGATE - - - PROPOSED EASEMENT
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS FILTER - PROPOSED SETBACKS GRAPHIC SCALE IN FEET
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER FABRIC
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGR40A7TON DOWNSTREAM ORIGINAL
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR GRADE GRAVEL BAGS OVERLAP PROPOSED CONSTRUCTION
(• • ONTO CURB ENTRANCE PER DETAIL THIS SHEET
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. LANDSCAPE EFFICIENCY BMP NOTES:
2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS PROPOSED SANDBAG BERM 1. ROU7INE INSPEC710N TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, PLANT OR IRRIGATION SYS M FAILURE
ROOF DRAIN, DRIVEWAY, AND STREEF. 1.1' MIN., UNLESS OTHERWISE PROPOSED SILT FENCE
SPECIFIED BY A SOILS ENGINEER 2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETA7ION
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY SEC71ON A -A �' 3. ERADICATION OF INV SPECIES
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. TWO LAYERS OF GRAVEL BAGS 4. REPAIRING THE IRRIG4 SYSTEM AND ITS COMPONENTS WHEN REQUIRED
2006 -27.
NOTE: RUNOFF WITH ENDS OVERLAPPED
CONTRACTOR TO MODIFIY CONSRUC170N 1. SET POSTS AND EXCAVATE A 2. STAPLE EXTRA STRENGTH SILT FENCE OR 5. REPLENISHING MULCH NEEDED
LANDSCAPE EFFICIENCY BMP NOTES: EN7RANCE IN 7HE FIELD AS NECESSARY INLET PROTECTION 4 EN 4 IN (10 E R A WIRE FENCING TO THE POSTS. IF USING
TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE 6. SOIL AMENDMENT WHEN NECESSARY TO SUPPORT AND MAINTAIN HEALTHY
DITCH NOT TO SCALE ALONG 774E LINE OF POSTS. TO BE SPACED CLOSER THAN STANDARD PLANT GROWTH
950 HERMES AVE. CONSTRUCT SEDIMENT O BARRIER ELL AND PRE - MANUFACTURED SILT FENCE
GROSS LOT AREA = 6,000 SF TRAPPING D RUNOFF TO SEDIMENT PRODUCTS. 7. FERTILIZING, PRUNING D WEEDING AND MAINTAINING TURF AREAS
TRAPPING DEVICE AN
TOTAL AREA EXEMPT = 5,917 SF - 8. MAINTENANCE TO AVOID I;OBSTRUC770N OF MOTORISTS VIEWS
FROM MAWA CALCULATION A /
TOTAL LANDSCAPE AREA 42.9x0.62z72 = 1,915 ETD
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
--
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W/BATTERY BACKUP)
WIDTH AS REQUIRED Q
- �/ 6 IN (15 CM)
952 HERMES AVE. TO ACCOMODATE A
w 11. MAINTAIN THE SYSTEMONSISIENT WITH MAWA (MAX APPLIED WATER
GROSS LOT AREA = 6,203 SF AN11ClPA1ED TRAFFIC _. z ALLOWANCE)
TOTAL AREA EXEMPT = 6,135 SF = RUNOFF TWO LAYERS OF GRAVEL BAGS 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
THE POSTS AND EXTEND IT EXCAVATED SOIL. 12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS 'HYDROZONE"
FROM MAWA CALCULATION . h . W 774 ENDS OVERLAPPED INTO THE TRENCH.
TOTAL LANDSCAPE AREA 42.9xO.62x65 = 1,729 ETD A GAP BETWEEN BAGS 13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
19' RADIUS ACTS AS SPILLWAY I I ALLOWANCE)
50 MIN MIN. �i( I I III (I I I ( I FILTER FABRIC rl
GRAVEL BAG DETAIL
pFESSlO NOT TO SCALE ( tMRE11F INSTALLED)
R I -
��ppHAEt -
PASCO LARET BUTTER °
°Z Z CONSTRUCTION ENTRANCE DETAIL AS S U I L'r
& ASSOCIATES r m Exp.Q12 /31/15 o A NOT TO SCALE
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 0 ro• 7•!� SILT FENCE DETAIL
535 North Highway 101, Ste A. Solana Beach, CA 92075 rTq CIVI\- ��P OR(O M• AR L DATE'
� OF CA��E� R•�E. N0. 71631 NOT TO SCALE
ph 858.259.8232 (fz 858.259.4812 pleaengineeriag.com EXp_ U-31-13
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIBMA BY DRAG BY "BMA BY ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS PUBLIC WORKS DEPARTMENT DRAWING NO.
170 OR dZ G GPS POINT "134WCCS1" PER RECORD OF PLANS PREP ARED UNDER THE SUPERVISION OF REVIEWED BY EROSION > EROSION CONTROL PLAN FOR:
SURVEY 18416. PT. NO. 1024 ,_ REV WE BY. 12273 -G
MONUMENT DESCRIPPON:2.5" DISK IN THE HORIZONAL 1 -10 DATE: 1 1 AA
SIDEWALK IN THE SOUTHEAST QUADRANT l MASIH MAHER GLENN PRUIM 950 & 952 HERMES AVENUE
R.C.E. NO.: 71651
LEUCADIA BLVD. !6 �S DIRECTOR OF PUBLIC WORKS
VERTICAL NIA BRIAN M. ARDOLIPi9
DATUM: NAVD -88 ELEV.: 178.543' DATE: EXP.: 12 -31 -15 DATE: 7/1y /1S DATE: 7 I3 /s 14 -147 & 148 CDP A.P-.N.S 254- 324 -55 & 56 1 SHEET 3 OF 3
PLSA 2164