2016-12818 G (Plans)RIGHT OF WAY NOTE
OWNER IS TO OBTAIN A CONSTRUCTION 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 IS 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.
UTILITYNOTE
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND.
GENERAL NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF
ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANY CHANGES OR
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR
INSPECTION.
2. THE SOILS REPORT 77TLED "FILE NO. 1167F1 -16, SITE INSPECTION, PROPOSED RESIDEN77AL
BUILDING SITE 1115 WOTAN DRIVE" PREPARED BY SOIL TESTERS DATED APRIL 12, 2016 SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
J. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WiTHiN PUBLIC RIGHT -OF -WAY
OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS.
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPER77ES DURING GRADING OPERATIONS ANY774ING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO COND177ON
EXISTING PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS
DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL
ENGINEER OR A LICENSED LAND
SURVEYOR.
7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL
SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE FOR
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.•30
A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN
HELD ONS17E WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION S17F
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY
ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERA 770N.
11. UPON FINAL COMPLETI0N OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT
NO. 12818 -G HAS BEEN PERFORMED IN SUBSTAN77AL CONFORMANCE WITH THE APPROVED
GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN" THIS STATEMENT SHALL BE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING
OPERATION.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF
FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR
UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE
ACCEPTABLE FOR THEIR INTENDED USE.
13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE
DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID
DAMAGE TO ADJOINING PROPER7IES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME 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 WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE
MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM 774E 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 CONTRACTOR'S RESPONSIBILITY TO
PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS.
15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND 7RIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A
NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN
ACCORDANCE WITH THE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE S17E BY THE CONTRACTOR SO AS TO LEAVE THE
AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM
UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS
ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL.
17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH 7HE CITY'S URBAN
FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY
PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE
PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF
THE TREE CANOPY PROJECTION 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 THE PLAN IS REVISED TO
ADDRESS THE TREE REMOVAL.
MAWA CALCULATION
GROSS LOT AREA = 18,512 SF
TOTAL AREA EXEMPT = 18,262 SF
FROM MAWA CALCULA7ON
TOTAL LANDSCAPE AREA 42.90.62x250 = 6,650 ETO
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DALZELL AT (858) 922 -854, 24
HOURS A DAY.
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL
TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS
SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE
RAPID CONSTRUCTION' OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
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 ADDIT70NAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC' TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTEC77VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (409>). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP /IMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUT70N CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
J. 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 2Z 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
AL7ERED WITHOUT A PERMIT FROM THE CITY.
7 THE INSTALLATION OF ADDIT70NAL 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 PRAC77CE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON- COMBUS77BLE 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.
SAN DIEGUITO WATER DISTRICT NOTES
1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO
THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE
(WASC).
2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE
REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR
NON - EXISTENCE OF ANY UNDERGROUND U77LITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF
THIS PROJECT.
3, ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED U77LITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN
ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS
GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT.
4. CONTRACTOR 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 FACILITIES DO NOT MEET
STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S
EXPENSE.
5. UTIL177ES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES.
6. MINIMUM HORIZONTAL SEPARAT70N OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND
SAN
DIEGO GAS AND ELECTRIC VAULTS.
Z ALL WATER SERVICES TO BE CONSTRUCTED 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 EFFEC77VE JANUARY
1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT 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 PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES
CONCRETE WASHOUT
CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE
WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY,
MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY
RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION.
CONSTRUCTION SITE ACCESS
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK
AND /OR CORRUGATED STEEL PANELS /PLATES
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTON
VEHICLES PARKING, VEHICLE REFUELING, AND ROU77NE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -S17F
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE.
CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY
EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY,• THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY
PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLAN77NG
FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC7VITIES
ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ON -SITE CONSTRUCTION MATERIAL STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE
OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE STOCKPILES MAY INCLUDE
SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED
AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS STOCKPILES
SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES.
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED
TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUT70N CONTROL REQUIREMENTS. THESE
BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL
BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL 77MES. DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS,
BROKEN ASPHALT AND CONCRETE WOOD, AND CLEARED VEGETATION CAN BE RECYCLED.
NON- RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS
HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROU77NELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
FROM CONSTRUC7ON SITE
FOR MORE INFORMATI0N ON STORMWATER POLLUTI0N CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND U77LITY PIPES AND STRUCTURES SHOWN ON THESE
PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE
THERE ARE NO EXISTING U77LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR
STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT
THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
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 -9805 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 NOTICE ON CALLS FOR INSPECTION. PHONE.•
(760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL.
PASCO LARET SUITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, GA 92075
ph 858.259.8212 1 fa 858.259.4812 1 plsaengineering.cosmm
FIELD OPERATIONS
PLANNING AND BUILDING
OWNER
DG PROPERTIES FUND, LLC
262 VIA DEL CERRITO
ENCINITAS, CA 92024
(858) 922 -8547
SITEADDRESS
1115 WOTAN DRIVE
ENCINITAS, CA 92024
APN: 259 - 261 -36
LEGAL DESCRIPTION
PARCEL 1 OF PARCEL MAP NO. 11822, RECORDED IN THE OFFICE OF THE COUNTY
RECORDER OF SAN DIEGO, STATE OF CALIFORNIA.
OWNERS CERTIFICATE
I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE.
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY ANL
CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS
FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS DEMANDS,
CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING AL
COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNEF
CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSION.
OF OWNER OR OWNERS AGENTS, EMPLOYEES, CONTRACTORS,
SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTA77VES FOR
ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED
PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE. ` DATE: �� r
EVIN AhZ@ L FOR
DG PROPERTIES FUND, LLC
SOILS ENGINEER'S CERTIFICATE
VnNITY MAP
NTS
/, C-N/'JC Cf1n✓A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIREC77ON ON APRIL /zI Z016 AND FOR AN
UPDATE ON 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 GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
SIGNED:
RCE NO.: C 03 J1V 9 Z -
,,QP CS�/ON
EXP. DATE.• 9 '30 / 7 C
JOB # 1167FL -16 Z z
FD NO, C 034442 m
m
SOIL TESTERS 3e
P.O. BOX 1195
LAKESIDE CA, 92040 sTgT CIVIL
PHONE. • (619) 443 -0060 OF CA0�
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE
GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER
FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH
PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN
ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE
DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON.
THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND
EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR
OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND EM EN AN ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
O QRpF ASS /0749
SIGNATURE. DATE: Ic1•Zt B. /� ��F RCN EL 9P0 F
BRIAN M. ARDOLINO
PASCO LARET SUTTER & ASSOCIATES w ° No. 71651 zo m
535 N. HIGHWAY 101, SUITE A Exp. 12/31/17
SOLANA BEACH, CA 92075{
858- 259 -8212 CIV\\-
RCE EXPIRES 12 -31 -17 qTF „- ,FOR
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 9.1' H : 1 V
MAXIMUM VERTICAL DEPTH OF CUT = 5.8 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3.9 FT
CUT = 900 C. Y. FILL = 300 C. Y.
EXPORT = 600 C. Y.
REMEDIAL = 594 C. Y.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
0 VEREXCA VA 77ON, IF REQUIRED BY SITE CONDITIONS. CONTRACTOR SHALL CONFIRM THAT
ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUANTITIES ARE
ESTIMATED FOR PERMIT PURPOSES ONLY. (CALCULATED ON A THEORETICAL BASIS. ACTUAL
QUANT177ES MAY VARY DUE TO SHRINKAGE OR SWELL FACTORS). REMEDIAL GRADING
QUANTITIES ARE NOT ABLE TO BE DETERMINED. REFER TO SOILS REPORT FOR REMOVAL AND
RECOMPACT70N DEPTHS /d\
IMPERVIOUS AREA
IMPER`V70US AREA PRIOR TO CONS CR!7qQFT SQF�i 6490sc
IMPERVIOUS AREA AFTER CON RUCTI-z'4� SQFT
INCREASE IN IMPERVOUS AREA:
64'►O c
IMPERVIOUS A REA REPLACED: 0 SQFT BMP PROJECT STATUS
STANDARD
PARKS AND RECREATION ISAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
TE SIGN DATE SIG DATE N DATE SION DATE
CHANGE NO.
DESCRIPTION
APPROVED
DATE
BENCHMARK
SCALE
AS -BUILT
ENGINEERING DIVISION MPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
tJMA
oal� 6v
-
DESCRIPTION: PT NO. 1030. 'ENC -30"
LOCATION: CENTER OF CUL -DE -SAC OAK
CREST PARK DRIVE
RECORD FROM: ROS 18416
ELEVATION: 388.479
DATUM: NAVD88
HORIZONTAL:
VER77CAL: NI
A-10-1
PLANS PREPARED UNDER SUPERVISION OF
o
DATE. I C Z a I
R.C.E. NO.: 71651
BRIAN M. AR NO EXP.: 12 -31 -17
RECOMMEND D.9k9 A O
11
MASH MAHER
1113/16
DATE DATE
GRADING PLAN FOR:
1115 WOTAN DRIVE
DG PROPERTIES FUND, LLC
APN 259- 261 -36
PLANNING CASE NO: 15 -328 CDP
12818_
SRN 9- -1 tkI `i 1�
9 L7
BRIAN . ARGOLIM0 DATE
SHEET 1 OF 3
REVIEWER
INSPECTOR
SENIOR ENGINEER
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LEGEND
PROPERTY LINE �-
RIGHT -OF -WAY LINE \o� tC) l
r 1 \ t
EXISTING WATER LINE -- -t i i
- EXISTING SEWER LINE ��_
1. 1
EXISTING CONTOUR LINE L-
PROPOSED FLOWLINE -
I EXISTING 8 SEMENT GRANTED 1 _�` - »- - - - I \
PROPOSED SETBACKS I TO THE COUN FOR 4 i� f ��- - - -��� 1 ! \
l -� \ `' -1 _`16456 RY RETAININ - -- -- ( _ -- \
PROPOSED BUILDING FOOTPRINT I D -WAY PURPOSES PER J 7 . i i ��_�_- - -- -
--
:010: 81- 34791 x i WALL 6PER SDRSD
I C -3 �T1P.)
- - - - - PROPOSED BUILDING UPPER LEVEL I D iE Lt� -22- 1 ; I A �t ACCESS D1�IVEWAY FOR A ` i
EXISTING POW i ADJACENT �R PERTY �g MASONRY RETAINING \
i EXISING S RVEY 1 EXISTING SURVEY
PROPOSED PERMANENT BMP AREA ` i MONUMENT ER PM POLE TO REMAi - ___ _J _ 392 _ .__ , ._ _. 395.0 TW ( 395.0 \i i 0 \ WALL PER SDRSD C -1 (TYR) MONUMENT PER
8.1 - 390.3 BWI -392. i - 39# S -BW A
11822 TO OTECT _- - - `395.0 7W
o _ �- - - -- - -- 42'40" W - .- _ - -_." 39,
! = PROPOSED POROUS PAVERS --SIN PLACE 78 ! _ 395.0 B - N _. 401.0 TW 1 PROTECT TNT PLACE 1
1 ( t I i < -- 39��51 [ - - - -- - - ,T96.3 EIY- g' P
48' ROW � -� CENTERLINE OF OF ROAD 1 Tlr _
�a o PROPOSED CONTOUR LINE / - / { _ j 2� ` 39 .5 TG 395.0 BW ✓ v
m 1 2.1 2:1 .3 rFG PROPOSED
PROPOSED RETAINING WALL j" �� 3920 IE ° - BUILDING V�
9 39 . � 3 l 1
PROPOSED BUILDING WALL ! \� 3895 BW j \ 392. FG -,--�- - -� - - - - 394.6 394.6 FG y - i 396.5 FG 401.7
�� -
�,�+ __--- ____,_ �-- 400.8 If �
9 0
O - PROPOSED STORM DRAIN INLET r \ 394.5 TG i 394. TG 3g - 41 A ff-
I
- PROPOSED STORM DRAIN t i I � � ' 1 �I \ i � �` \ �_ ~; t % \ 394.5 i
\ i \ 392.61E
PROPOSED LIMIT OF GRADING i 7 \ \ / 94.5 T 4" PVC DRAINAGE �' 39 .2 I HOBBY 1 / -
t \ 1F" PVC DRAINAGE !; 392.8 IE i 393.0 IE o I
8 7 4 1 1 392.2 1E 1 a
$ PROPOSED SEWER LATERAL i �N UQT MASONR y f
S - - / °RETAI ING WALL PER 1.0% (TYP.) \ } i \ PIPE 01.0% :(TYP.) " I P ROM 1 25'
S PROPOSm sEWER MAnr ExrENS�oN L. �' soR c -4 s i & ee E lizAP I v �' h i �, 1 FF 397.2 '; QRYSe
FS FINISHED SURFACE \ -� 20 I1, y \ 7 9 i 395.0 FG 94.9 F F o
! PAD 396.5
FG FINISHED GRADE
FL FLOW LINE 2 28' w ' �, i i 39 .0 F Z
J i 94.8 FS 1 -' I ��' o
r 1 I '•' � � , 1 / ' 5.0 FS
�; � 401 J TG
FF FINSHED FLOOR ! , W - v a v SiNGL� FAMILY 2% - 4 .01E
\ y �y
EXISTIN( t7RE HYDRANT 3 9. BW N \ \ i a a\ �` RESIDENCE 0 °'FG LIMtT 7 W
ED 4E DETAIL A - - O A GARAGE 401.8 HP
TO RE i FF 395.67 w
DISTRICT TO UP 4OF TO MAL ' % u� A I 1 s �I TCL w p 396.5 FG
/ WATER METERjA OWNERS V o 4.3 FG A _ 1 1 PAD 95.0 1 WALL \ O
/ f5 3q5 e F ( i I H
1 / EXPENSE \ 2 a 396.4 FG
FIRE NOTES. I .. P d' 396.4
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED !i I �� 1' ° ' ; 395.0 FGA I� LLJ
I 1 `, �TING COPPER ,y � - f � I i I } i � � I 3% 39J.,Z1E 353�sdE 'a . • 402.1 FG � 401.7 TG x _
VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET 6 INCHES. CFC 503.2.1 \ 386. - R I �'i L -! PAD AREA t#iNT711t01 t K S T' q a 395.0 1 X \ `�� 1 \ Q 401.0 IE
2. FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO \ X 3 i 1 \ l
SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS AND �' � ,; c, J `� I r� y• /, � Q � j 9 . � T , ' •'• =� •'� " • •• ' ' = � -j` � 70 FS 401.5 TW
SHALL BE PROVIDED K17H AN APPROVED PAVED SURFACE TO PROVIDE \ / i g t -- i UNE OF DE�K ABOVE d ` ' ' - ,
ALL - WEATHER DRIVING CAPABILITIES, AMENDMENT 503.2.3 1 I E ) `� b1 45'� t I r '�''� 397.5 T W
i &
c ft M a • 1- `1 V A.5 fG 4
J. FiRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE APPARATUS \ ) j �_ ( 1 i i < OOL ,` J 4 p. J � P& PA776 1,1-1 = ; ¢.'
ACCESS ROADS SHALL NOT BE PERMITTED WITHOUT MITIGATION. MINIMAL \\ ! �y I / W Co R RAC 11 r �( � I JI 39, F N� `'d 4018't!P
MITIGATION SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE (PCC), �L -
\ NG A TO BE I w - v) i I'il �i t Tfa %Aq. �� ENTRY WAY ABOVE - \
WITH A DEEP BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF O PLACE 1 - \ TRAVEL, OR OR EQUIVALENT, TO ENHANCE TRACTION THE ENTIRE LENGTH OF THE I W FS $%.0 �• a (E q 96.8 FS
GRACE. j > ; �� i - TG
395.0 FS 393.9,1E 395.0 F
Q I 25 "I% LIMIT OF GARAGE 17, j
MONUMENT NOTE / x E F5 . qS•a Af� K 0 1k i v
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS WHICH ' I I \ WJ o - a - - - -L - _ i \ MASONRY RETAINING ALL
WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION SUCH POINTS SHALL BE REFERENCED AND w SONRY R
REPLACED WITH APPROPRIATE MONUMENTA71ON BY A LICENSED LAND SURVEYOR OR A REGISTERED 1 1 O 2 , I i 1 1 ` IN X W L PER •(��y,E P li _ 1 GATE 39 PER SDRSD C -1 )
CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF S RSD "'C -3 0 • - LINE OF
SURVEY, AS APPROPRIATE, SHALL BE FILED BY THE LICENSED LAND SURVEYOR OR THE REGISTERED ± I S 3 IE t SECOND FLOOR i •] 25'
v
CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT. i L i ! - W A - 3 2. TW 334-Y-i9 i RYSB
-d 4K o ' 392. B i > ` �>
L
I X385. �. I 3 i i A ( 1 395.0 FG �� PERVIOUS
i 400.0 TW
394.8 TIC i 95. FS 5.2 FS
I y 1 3 4.9 FG 94.8 T 394.3 1E i 1 PAVER 396.6 BW
ACHME4lT_ NANCE & POSED 393.7 IE, r DRIVEWAY t
3 98 FS 395.57 FS i ��
/ REMOVAL CO NANT la'EQUIRED LL Y • �; e;--' �_�
7 FOR WORK WIIN PROPOSED, 2% TCai3a 1 `` fig¢ -@-T6
1 SEWER EASEMENT PER
-. 2 %�
N 0 TES: ... X3,5 i 395.7 FS 396.5 399.5 TW
I n \
\ DOC:2016- 0514589
1. ALL EXIS7iNG STRUCTURES ON SITE ARE TO BE DEMOLISHED. REC: SEP 27, 2016 � `� � 3$72 � � � ° • � ; - 1� - � O� 396.5 BW 11. {
2. ALL PROPOSED U7iLITiF_S WITHIN THE PROJECT SHALL BE \'', 394.8 TG � 7 394.5 TG :,'
INSTALLED UNDERGROUND.
w1 94.1 IE 394.9 FS 394.0 IE \1
J. EASEMENT FOR TELEPHONE AND /OR FLECTRiC POLES AND � � 3 D END CLfANOUT
LINES, AND FOR SEWER, WATER, ANDIOR GAS MAINS AND 8" PVC SEW R ° �. i SEWER CLEINOUT ". S
PIPE LINES TOGETHER NTH THE RIGHT TO ENTER AND N � m m \ \ 7
INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED MAiN EXTEN iON 5q, 5% 392 0 PER SDRSD SC -01
DECEMBER 30, 1943, INS NO. 8619, iN BOOK 1597, �'t� PUBLIC 1MPROVEa1EN1$ � � �- 13.5% o , � � 10 � � S �
PAGE 461 OF OFFICIAL RECORDS" SHOWN HEREON FOR', 386.5 9 392.0 BW SYSE 394.4 FS
4. EXISTING UTILITIES SHOWN PER BEST AVAILABLE RECORDS. 394.7 FS
ONlY. 12818 -i 386.9 •FS 9.5 FS
17 A -- rt \ \ 1
9!3% -
5. ANYUSURVEYDMONUMENTS DISTURBED OR DESTROYED TO 2% V ��
BE REPLACED BY A LICENSED LAND SURVEYOR AND A
CORNER RECORD SHALL BE FILED WITH THE COUNTY / 6 �` y'CC I I I ; \ 20' PUBLIC SEWER ENCROACHMENT MAINTENANCE &i 394.4I1G8�W 17794
ALL PROPOSED UTILITIES WITHIN \
f� P� CURB I \ EASEMENT PER REMOVAL COVENANT REQUIRED 396.0 TW 3 8.0 39
\ THE PROJECT SHALL BE \ 394.0 BW y
l I I INSTALLED UNDERGROUND \ DOC:2016- 051459 FOR WORK THiN PROPOSED 394.7 BW \ MASONRY RETAINING \,395.5 BW 396.0 ` S
f REC. SEP 27, 2016 `.. SEWER EASEM NT PER \ 8" P BLIC SEWER MAIN TO \
� � � WALL PER SDRSD
! DOC:2016- 0514580 1 SERVICE LOTS TO THE EAST i SEWER LATERALS TO SERVICE
EXISTING 8" WAR ! I ANY MONUMENT DISTURBED OR DESTROYED \ C _ I (TYP.) \
REC. SEP 27, 016 1 PER 1 818 -i \ LOTS TO THE
PL EAST PER \ /
MAIN PER WO 67; -1 ' 1 1 I SHALL BE REPLACED BY A LICENSED LAND \ � \
j I \ \ l ` \ 1 �/ SEPARATE PLAN \ \
400. 1
1 I ! ,SURVEYOR AND A CORNER RECORD SHALL BE \ \ �
EXISTING 8" VCP l 1 FILED WITH THE COU \1 \, \ \ % \ EXISTING SURD x
SEWER MAIN i \ �I MONUMENT PEI L
�� \ . PM 11822 TO 1. \
\ \ PROTECT IN PLACE /
s� No r
388-2 �i� �� I GRADING PLAN
x
i
t
SCALE. L ° =10'
10 5 0 10 20 30 NOTES TO CONTRACTOR:
• UTILITIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATON OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS
GRAPHIC SCALE IN FEET GRADING NOTES
0 0� AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN LOCATION OF
P� 1 % 1. ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPUCAN74S PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS U71LMES UPON DISCOVERY OF DISCREPANCY.
ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSION
RCS L r FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK, ANY DISTURBANCE • EXISTING OVERHEAD UTILITY SERVICE UNES TO BE REINSTALLED UNDERGROUND.
1 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 UN71L THE REQUIRED PERMISSION IS OBTAINED.
• CONTRACTOR TO COORDINATE WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT -OF -WAY. WATER METER TO BE FIELD
QROf ESS /pA 2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR LOCATED WITH RESPECT TO EXISTING &PROPOSED HARDSCAPE, UTILITIES, ETC.
CHAEL 9! TO COLLECTION AND DISCHARGE ONTO THE STREET ANDIOR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED
FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SPECIAL BMP INSPECTION NOTES.
PASCO LARET S U ITER i �o����' PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE C17Y AT THE FOLLOWING STAGES:
ac ASSOCIATES w 00 No. 71651 o rmn PAD EDGE DETAIL J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE i. BASIN EXCAVATION
'K Exp. 12/31 /17 AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC TIES 2006 -27• 2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC.
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING NOT TO SCALE
�{ �} 3. PLACEMENT OF GRAVEL LAYER
4. DRIVEWAY STEEPER THAN 20% SHALL BE BENCHED PER GEOTECHNICAL ENGINE'ER'S RECOMMENDATION.
535 N ®ffgh 3�18➢awey Il ®1, Ste .�, 8 ®Yemme Beach, CA 92OD75 sj C1V1� �P 4. PLACEMENT OF ENGINEERED SOIL LAYER
ph 858.259,8212 I fz 858.259.4812 j pleeen8lneeElnB , com 9� OF CA�1E�� 5. FINAL BASIN GRADING
6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. KKK UMA
OoL R61, /7 PLANS PR RED UNDER SUPERVISION OF RECOMMENDED: 0 GRADING PLAN FnR.
)WKM q �; L? DESCRIPTION. PT NO. 1030, ENC -30" 1115 WOTAN DRIVE:
LOCATION: ,CENTER OF CUL -DE -SAC OAK HORIZONTAL: 1 " =10' 91AI� DATE 10106-1k �� M __ DG PROPERTIES FUND LLC 12818 -C
CREST PARK DRIVE VER77CAL: NVA BRIAN ARDOLiNO DATE -LA.
MAHER APN 259- 261 -36
RECORD FROM: ROS 18416 R.C.E. NO.: 71651
ELEVATION. 388.479 AN M. A DOLINO 111 3 /14
DATUM: NA 88 REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 12 -31 -17 DATE DATE PLANNING CASE NO: 15 -328 CDP SHEET 2 OF 3
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RUNOFF TWO LAYERS OF GRAVEL BAGS
-% WITH ENDS OVERLAPPED
GAP BETWEEN BAGS !!
ACTS AS SPILLWAY GRAVEL BAG DETAIL
NOT TO SCALE
WIDTH AS REQUIR
TO ACCOMODA
ANTICIPATED TRAFI
CHANGE NO.
NOTE
CONTRACTOR TO MODIRY CONSRUCTION
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
CHANNELIZE RUNOFF TO SEDIMENT
TRAPPING DEVICE
A
19' RADIUS
50' MIN MIN.
COARSE
AGGREGATE
FILTER
FABRIC
ORIGINAL
GRADE
1.1' MIN., UNLESS OTHERWISE
SPECIFIED BY A SOILS ENGINEER
t'r
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W
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a
SECTION A -A
CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
DESCRIPTION APPROVED DATE
-v N 7 -3- "
m RM 9 li - 9 zz
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 POSTS AND EXTEND IT
INTO THE TRENCH.
2 STAPLE EXTRA STRENGTH SILT FENCE OR
WIRE FENCING TO THE POSTS. IF USING
EXTRA STRENGTH SILT FENCE, POSTS ARE
TO BE SPACED CLOSER THAN STANDARD
PRE - MANUFACTURED SILT FENCE
PRODUCTS.
6 IN (15 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
FILTER FABRIC KQ1�
WIRE .(F INSTALLED)
SILT FENCE DETAIL
NOT TO SCALE
GRAVEL BAGS OVERLAP
1.11 1 111
TWO LAYERS OF GRAVEL BAGS
RUNOFF WITH ENDS OVERLAPPED
INLET PROTECTION
NOT TO SCALE
BENCHMARK I SCALE
HORIZONTAL: .1"--20'
VERTICAL: AVA
DESCRIPTION. PT NO. 1030, ENC -30"
LOCATION: CENTER OF CUL -DE -SAC OAK
CREST PARK DRIVE
RECORD FROM: ROS 18416
ELEVATION: 388.479
DATUM: NAVD88
e
HYDROSEED NOTES
1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL
TO VERTICAL) OR STEEPER WHEN THEY AREA:
A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS
B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO
EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
APPROVED BY THE CITY ENGINEER.
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL
FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
A. SEED MIX SHALL CONSIST OF NO LESS THAN,
1. 20 LBS PER ACRE OF ROSE CLOVER
2. 20 LBS PER ACRE OF ZORRO FESCUE
3. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNICA
4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA
5. 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW)
6. 112 LB PER ACRE OF DIMORPHOLECA
Z ITEMS C, DE AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OR RESIDENTIAL STRUCTURES.
8. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
HYROSEEDING.
9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED
CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
10. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED
SLURRY AT THE DISCRETION OF THE CONTRACTOR.
B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE.
TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY
APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE
SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 509 OF THE STRAW INTO THE
SOIL.
C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20 -0, WHTTH 159
SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE.
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY:
A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.,
1. TRACK WALKING SLOPES STEEPER THAN 6:1.
2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE.
B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY:
1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
SATURATED SEED BED.
2. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR
COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
5. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE
PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE
PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECUR17Y
RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS 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 RESIDEN7AL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINTTAS, 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
3. 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
B. 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 94WA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT W1771 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.
NOTES.
1. PAVER INSTALLATION SHALL BE PER MANUFACTURER S
RECOMMENDATIONS. PAVER SECTION IS SHOWN FOR
REFERENCE ONLY PAVER SECTION IS REQUIRED TO
MAINTAIN IMPOSED LOADS OF NOT LESS THAN 75,000 LBS
PERMEABLE PAVERS
ORCO AQUA -BRIC OR
APPROVED EQUAL
FILL OPENINGS IN PAVER 1/4" TO 3/8" JOINTS
UNITS WITH 114" TO 318" WITH SAN VOID FILLER
AGGREGATE
2" BEDDING COURSE
ROW
20'
LAYER 114 TO 318
AGGREGATE
~ -4" BASE COURSE LAYER
1/2" TO 1 " AGGREGATE
�-6" SUB BASE COURSE LAYER
2 112" TO 3" ANGULAR ROCK
NA TURAL GROUND
ii
PERMEABLE PAVER DETAIL
PL
CL ROW
x-48 i
I �
28'
20't 5 2 MpX
VARIES VARIES _
2% MIN 29 MtN) �PRV
EXISTING AC DRIVE
W ®TAN STREET TYPICAL SECTION
SCALE: l--10'
ILT
� L
e7N
4.10.17
RIkROoLsMO DATE
INSPECTOR I SENIOR ENGINEER
UCJIUIVGU OT: UNAVVIN OT: UNLUMLU CST: ENGINEERING DIVISION
PLANS PR RED UNDER SUPERVISION OF RECOMMENDED:
DATE- I ®•284
R.C.E. NO.: 71651 MASIH MAHER
BRIAN M. A OLINO EXP.: 12 -31 -17 1 1 1 1 -�
DATE DATE
ph 858.259.8212 ( fa 858.259.4812 1 plssengineeaing.com
P ROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
V GRADING PLAN FOR. WOTAN DRIVE
DG PROPERTIES FUND, LLC 12818 -G
APN 259 - 261 -36
PLANNING CASE NO: 15 -328 CDP r SHEET 3 OF 3
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IS ASNAM low, Mro! =W10.0 I I WIN AS 141
LAYER 114 TO 318
AGGREGATE
~ -4" BASE COURSE LAYER
1/2" TO 1 " AGGREGATE
�-6" SUB BASE COURSE LAYER
2 112" TO 3" ANGULAR ROCK
NA TURAL GROUND
ii
PERMEABLE PAVER DETAIL
PL
CL ROW
x-48 i
I �
28'
20't 5 2 MpX
VARIES VARIES _
2% MIN 29 MtN) �PRV
EXISTING AC DRIVE
W ®TAN STREET TYPICAL SECTION
SCALE: l--10'
ILT
� L
e7N
4.10.17
RIkROoLsMO DATE
INSPECTOR I SENIOR ENGINEER
UCJIUIVGU OT: UNAVVIN OT: UNLUMLU CST: ENGINEERING DIVISION
PLANS PR RED UNDER SUPERVISION OF RECOMMENDED:
DATE- I ®•284
R.C.E. NO.: 71651 MASIH MAHER
BRIAN M. A OLINO EXP.: 12 -31 -17 1 1 1 1 -�
DATE DATE
ph 858.259.8212 ( fa 858.259.4812 1 plssengineeaing.com
P ROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
V GRADING PLAN FOR. WOTAN DRIVE
DG PROPERTIES FUND, LLC 12818 -G
APN 259 - 261 -36
PLANNING CASE NO: 15 -328 CDP r SHEET 3 OF 3
3n°
_rn
�0<
U
i<
� T_ N
= W 00
� =mom
n
)z¢0I
)L0 J00
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