2017-13191 G (Plans)OWNER IS TO OBTAIN A CONSTRUCT70N 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 THE 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 U77LI77ES 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 7777ED "FILE NO. 1167F1A -16, SITE INSPECTION, PROPOSED RESIDEN77AL
BUILDING SITE, 1116 CREST DRIVE" PREPARED BY SOIL TESTERS DATED MAY 26, 2016 AND
ADDITIONAL REPORT 77TLED 'FILE NO. 1167F1A -16, STORM WATER, PROPOSED THREE LOT
SUBDIVISION RESIDENTIAL BUILDING SITES, TPM 16 -052, CDP -053, 055 & 056, 116 CREST DRIVE,
CITY OF ENCINITAS, CA 92024" PREPARED BY SOIL TESTERS DATED JULY 20, 2016 SHALL BE
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE
WITH THE RECOMMENDATIONS AND SPECIFICA7ONS 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 OFFS17F
GRADING.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO COND17701V
EXIS77NG PRIOR TO GRADING.
6. THE DEVELOPER SHALL BE RESPONSIBLE 7HAT 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.
Z THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING
SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ST47E 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- CONSTRUCTI0N MEETING HAS BEEN
HELD ONSITE WI7H THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS
ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEE77NG SHALL BE
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770.
10. PRIOR TO HAULING DIRT OR CONSTRUC7ION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 7HE 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 COMPLETION 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. ! I -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
OPERA 770N.
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER
HIS DIREC77ON 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 COMPLE7ON OF
GRADING OPERATIONS HE SHALL STATE THAT OBSERVA77ONS 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 PROPERTIES 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 THE SURFACE UPON WHICH THE FILL IS
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEP7H 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 SM007H
SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL
BE SHAPED, PLANTED, AND ]RIMMED 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 7HE GRADING ORDINANCE.
16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTI0NABLE MATERIAL SHALL BE COLLECTED,
PILED OR OTHERWISE DISPOSED OF OFF THE SITE 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 077-IERWISE. NO
GRADING, EXCAVATION, OR DISTURBANCE OF CITY 7REE ROOT SYSTEMS SHALL OCCUR WITHIN THE
CITY TREE DRIP LINE AREA (7HE 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
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
77MES 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 CONSTRUC7ION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT.
J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT 7HE APPROVAL
OF THE ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SA77SFACT70N OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL.
5. 7HE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE
REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERA77ON OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
6. 7HE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO
PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE.
Z ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE
INCORPORATED HEREON.
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF
SLOPE AT THE CONCLUSION OF EACH WORK DAY.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES
1. FOR STORM WATER POLLU7ION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLEC77ON AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS W17HIN THE SITE SHALL DRAIN TO APPROVED BMP /IMP 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 7URF /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 29 CROSS SLOPE TOWARD THE IMP /BMP AREA OR
HAVE ANOTHER APPR O VED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND
DISCHARGE IT TO AN ADEQUATE IMP /BMP.
6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR
ALTERED WITHOUT A PERMIT FROM THE CITY.
Z THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT T741S PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE
OBTAINED.
8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH
STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL
HAVE AN IMPERVIOUS, NON- COMBUST78LE 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. 7HE 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 LOCA77ON OF, OR THE EXISTENCE OR
NON - EXISTENCE OF, ANY UNDERGROUND U77LITY, PIPE OR STRUCTURE W17HIN THE LIMITS OF
THIS PROJECT.
J. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, LE., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNEC77ON SHALL BE FIELD VERIFIED. ALL EXISTING OR
PROPOSED UTILITY 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 EXISTING 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. UTILITIES 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 CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER
TRAVELED WAYS.
WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVNG.
8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE
USED IN THE CONSTRUCTI0N OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE 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 PROTECT70N IN ACCORDANCE WITH WC -17 OR WC -18.
STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION A CTIVITIES
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 DESIGNA77NG THE WASHOUT LOCATION.
CONSTRUCTION SITEACCESS
A STABILIZED CONSTRUC7ION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO
PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK
AND /OR CORRUGATED STEEL PANELS /PLATES
CONSTRUCTION VEHICLES
A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION
VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS
SHALL BE MADE OFF -SITE
EROSION CONTROL
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY
SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVI7ES 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 EXIS77NG VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF 7HE NATURAL GROUND COVER. DO NOT
REMOVE TREES OR SHRUBS UNNECESSARILY • THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY
PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING
FAST - GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETA7ON AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING AC77WT7ES
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 POLLUTI0N 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 STABILIZA77ON MEASURES AND PROVIDED WITH A
TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES
TRAINING
CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED
TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS THESE
BMP N67ES -SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE THE PROPERTY OWNER(S) AND THE
PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR
OWN RESPONSIBILITIES.
WASTE MANAGEMENT
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER
CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL
BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE
CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES DUMPSTERS
WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH
TARPS IN ORDER TO AVOID RAIN CONTACT K17H 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 INFORMA7ON ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS
WASTE H07LINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER
DUMPSTERS CALL EDCO AT (760) 436 -4151.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM
STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.
CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY
FROM CONSTRUCTION SITE
FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE
CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770.
1. THE EXISTENCE AND LOCA77ON 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 UTLITIES 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 NOTIFICA77ON OF COMMENCEMENT OF WORK:
A. SEWERS - CSD - (760)- 633 -2770
B. GAS & ELECTRIC - SOGE - (760)- 438 -6200
C. WATER - SAN DIEGUITO WATER DIS7RICT - -1 -800- 227 -2600
D. TELEPHONE - SBC BELL - (760)- 489 -3411
E. CABLE TV - COX COMMUNICATIONS- (760)- 806 -9809 X -2233
2. CONTRACTOR SHALL NOTIFY 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 INSPEC7I0N. PHONE:
(760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO
REJECTION AND REMOVAL.
OWNER SITEADDRESS
DG PROPERTIES FUND, LLC 1112 & 1116 CREST DRIVE
262 WA DEL CERRITO ENCINITAS, CA 92024
ENCINITAS, CA 92024 APN: 259 - 261 -38 & 39
(858) 922 -8547
LEGAL DESCRIPTION
PARCELS 3 & 4 OF PARCEL MAP NO. 11822, RECORDED IN THE OFFICE OF
THE COUNTY RECORDER OF SAN DIEGO, STATE OF CALIFORNIA, 11125181
OWNER'S CERTIFICATE
I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER
ALL GRADING ACTII9TY AND ADVISE ON THE COMPACTION AND
STABILITY OF THE SITE
I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY ANE
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 MANNEI
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 CONS7RUC77ON COVERED IN THE PERMIT OR
CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED
PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE. DATE.• 4- ®�
'KEVIN ALZEL FOR
DG PROPERTIES FUND, LLC
SOILS ENGINEERS CERTIFICATE
VICINITY MAP
N TS
1, CAW C A REGISTERED CIVIL
ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE
FIELD 0 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 DIRECTION ON
AND FOR AN
UPDATE ON .
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED
FROM THIS STUDY, W17H
MY RECOMMENDATIONS, HAS BEEN
SUBMITTED TO THE OFFICE OF THE CITY ENGINEER.
FURTHERMORE, I HAVE
REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDA7ONS INCLUDED IN
THE SOILS REPORT FOR
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS
z57�-.
c�r
SIGNED: (�f
RCE NO.: C 0 3 y yy2
T
EXP. DA 7E 9- 30-17
` ```
JOB 1167F1A -16
� 9r}�Y �f
3 1 F.
Imo
SOIL TESTERS,
P.O. BOX 1195
r vk
LAKESIDE, CA 92040
E,it . X°"
PHONE: (619) 443 -0060
STATEMENT OF ENGINEER OF WORK
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH 7HE
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 7HE RULES AND
REGULA77ONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EX7ENT 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 774E PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINA77ON BY THE
CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT 774EREFORE
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 7HE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH
AGENCY AND E YMEN ND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
Q�pF ESS1pN9
O ��NAEL q
SIGNATURE �/ DATE •Z� -17 �� fpo �n�
BRIAN M. ARDOLINO Q c
PASCO LARET SUITER & ASSOCIATES w M No. 71651 zo m
535 N. HIGHWAY 101, SUITE A Exp. 12/31/17
SOLANA BEACH, CA 9207517
858 - 259 -8212 ST CIV1\-
RCE EXPIRES 12 -31 -17 qTF OF CA��F��
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ON -SITE = 16.3' H : 1 V
MAXIMUM VERTICAL DEP7H OF CUT = 5.9 FT
MAXIMUM VERTICAL DEPTH OF FILL = 3.9 FT
CUT = 1.000 C. Y. FILL = 1.200 C. Y.
IMPORT = 200 C. Y.
REMEDIAL = 1.800 C. Y.
* ESTIMATE DOES NOT INCLUDE STRIPPINGS, UTILITY TRENCH VOLUMES OR ANY
0 VEREXCA VA RON, IF REQUIRED BY SITE CONDl77ONS CONTRACTOR SHALL CONFIRM THAT
ESTIMATES ARE CORRECT PRIOR TO COMMENCEMENT OF WORK. EARTHWORK QUAN7777ES ARE
ESTIMATED FOR PERMIT PURPOSES ONLY (CALCULATED ON A THEORETICAL 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
RECOMPACT70N DEPTHS.
BMP PROJECT STATUS
PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOA IN
ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER
TW7,7",
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 1S REVISED TO FIELD OPERATIONS PLANNING AND BUILDING PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT E A E DEPARTMENT
ADDRESS THE TREE REMOVAL. IMPERVIOUSAREA PASCO LARET SUITER
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 8.653 SQFT & ASSOCIATES
IMPERVIOUS AREA AFTER CONSTRUCTION: SQFT CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING
/1
INCREASE IN IMPERVIOUS AREA: - r+-zea- SQFT X20,'103
12 oso Y V111-7 3 - I ��
535 North Highway 101, Ste A, Solana Beach, OA 92075 � -
IMPERWOUS AREA REPLACED: 0 SQFT
�$ 8 §S.2 v9.o32fl2 I ffa i35S.259,4Sfl2 I plszenagnnneeanang.c ®ffin SI DATE SIGN � DATE SIGN DATE SIGN DATE �� SIGH 1f DATE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS UILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. INU
o PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: JOIO APPROV GRADING PLAN FOR:
4R �A�CEL I Y 2 '9vwY �N"�'R DESCRlP770N: PT NO. 1030. 'ENC -30" �� 12, 1114 & 1116 CREST DRIVE
LOCATION: CENTER OF CUL -DE -SAC OAK HORIZONTAL: WA n-1. A � DATE.• Z�'I
vl r- A I 1/ 2 CREST FARK DRIVE ENG/N ER'S NAME DATE : � DG PROPERTIES FUND, LLC 13191 -G
y L -- ( y RECORD FROM: ROS 18416 VER77CAL: & R.C.E. NO.: 71651 ry APN 259 - 261 -38 & 39
PaRG6b k - V L y I /1 ELEVATION. 388.479 9i ,t. �/LN Li•K -�� 5/8/ -1 - '5_41
DATUM: NAVD88 WF-WFR r OR S'FNIOR FN(9NFFR BRIAN M. ARDOLINO EXP.: 12 -31 -17 DATE DATE PLANNING CASE N0: 16 -052 TPM. 16- -053 CDP. 16 -055 CDP. 16 -056 CDP SHEET 1 OF 5
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GRADING NOTES:
1. 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 OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. 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 WRMNG AND SUBMITTED TO THE CITY IS GROUNDS FOR A
STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
2. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR
TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR 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.
J. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE - FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE
AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES. 2006 -27.
4. DRIVEWAY STEEPER THAN 20% SHALL BE BENCHED PER GE07ECHNUL ENGINEERS RECOMMENDATION.
MONUMENT NOTE.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MONUMENTATION AND /OR BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION.
SUCH POINTS SHALL BE REFERENCED AND REPLACED WITH APPROPRIATE MONUMENTATION BY A LICENSED LAND SURVEYOR OR A REGISTERED CIVIL
ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER RECORD OR RECORD OF SURVEY, AS APPROPRIATE; SHALL BE FILED BY THE LICENSED
LAND SURVEYOR OR THE REGISTERED CIVIL ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
FIRE NOTES.
1. ALL FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FEET
6 INCHES. CFC 503.21
2. 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
3. FIRE APPARATUS ROADWAY GRADES EXCEEDING 15% ON FIRE APPARATUS ACCESS ROADS SHALL NOT BE PERMITTED
WITHOUT MT77GA770N. MINIMAL MITIGATION SHALL BE A SURFACE OR PORTLAND CEMENT CONCRETE (PCC), WITH A DEEP
BROOM FINISH PERPENDICULAR TO THE ENTIRE DIRECTION OF TRAVEL, OR EQUIVALENT, TO ENHANCE TRAC71ON THE ENTIRE
LENGTH OF THE GRADE.
NOTES TO CONTRACTOR:
U7IUTIES ARE KNOWN TO EXIST IN THE AREA. INFORMATION SHOWN HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND
VERTICAL LOCATION OF EXISTING U77UTIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS
AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCA77ON AND PLAN LOCATION OF
UTILITIES UPON DISCOVERY OF DISCREPANCY.
• EXISTING OVERHEAD UTTLITY SERVICE LINES TO BE REINSTALLED UNDERGROUND
• CON7RACTOR TO COORDINATE WITH SDWD INSPECTOR FOR INSTALLATION OF PROPOSED WATER METER AT RIGHT-OF-WAY. WATER METER TO BE FIELD
LOCATED WITH RESPECT TO EXISTING & PROPOSED HANDSCAPE, UTILITIES, ETC.
SPECIAL BMP INSPECTION NOTES
PROGRESS PICTURES OF BIORETENTION BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGES:
1. BASIN EXCAVATION
2. PLACEMENT OF PERFORATED PERFORATED PIPE, RISER PIPE, OUTLET PIPE, ETC.
3. PLACEMENT OF GRAVEL LAYER
4. PLACEMENT OF ENGINEERED SOIL LAYER
5. FINAL BASIN GRADING
6. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED
LARET S U ITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ( fz 858.259.4812 ( plsaengineering.com
No. 71651
Exp. 12/31/17
\CIVi1 -/
r �
.L
FILL OPENINGS IN PAVER
UNITS WITH 1/4" TO 3/8"
AGGREGATE
6" FLUSH PCC CURB
FOR BANDING
n
EXISTING FENCE
TO REMAIN
DASHED LINE REPRESENTS
EXISTING CONDMON
RETAINING WALL
PER SDRSD C -3
PERMEABLE PAVERS
ORCO AQUA -BRIC OR
APPROVED EQUAL
114" TO 3/8" JOINTS
WITH SAN VOID FILLER
2" BEDDING COURSE
LAYER 114" TO 318"
AGGREGATE
4" BASE COURSE LAYER
1/2" TO 1" AGGREGATE
6" SUB BASE COURSE LAYER
'i 2 112" TO 3" ANGULAR ROCK
�— NA TRRAL GROUND
DETAIL: PERVIOUS PAVER
NOT TO SCALE
PARCEL 3
FF =400.2
PAD =399.5
LOT LINE
SECTION B
SCALE: 1 " =20'
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
1SED 10'
EASEMENT PARCEL1
FF =402.7
PA0 =402.0
PARCEL 2
PAD EL 396.0
DRAINAGE
SWALE
BIORETENTION
BASIN
FG 392.0
DRAINAGE
SWALE
CL
W
K
0
RETAINING WALL
PER SDRSD C -5 r
7,.-
OF PAVEMENT
DETAIL: SEWER LATERAL VIA WOTAN DRIVE
SCALE: 1"--20'
WATER PROOF SEALED DROUGHT
OVERFLOW 2'X2' TOLERANT PLANTS
CONCRETE BOX')
?'1 WITH 3 WEIR RETAINING WALL
* **SEE NOTE OW PER PLAN
6'18•
14.5'
24' LAYER
ENGINEERED SOIL -- ! 2' HARDWOOD MULCH/
*SEE NOTE - - GRASS COVER OR CITY
2" LAYER OF APPROVED EQUIVALENT
3/8' GRAVEL ; -
3
12' LAYER OF
314' GRAVEL
* *SEE NOTE 10 P19C OUTLET
BELOW PIPE
* BIORETEN71ON 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM'
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60%
SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF
STONES, STUMPS, 1?0075, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED
TO INCREASE THE INRLTRA71ON AND STORAGE ABILITY OF THE DETAIL THE EFTEC71VE
AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULA77ON.
* ** FOR FURTHER DETAILS AND DIMENSIONS REGARDING SIORETENIION INRLTRA71ON
BASIN AND OVERFLOW STRUCTURE REFER TO SWAMP
BIORETENTION INFILTRATION DETAIL
a- OR
CL
NOT TO SCALE
L1111IIYV (, "I'll
CREST DRIVE - TYPICAL SECTION
SCALE: 1 " =10'
t
1
PROPERTY LINE
RIGHT -OF -WAY LINE
EXISTING WATER LINE
- -- - S - - - --
EXISTING SEWER LINE
398 -
EXISTING CONTOUR LINE
-
PROPOSED FLOWUNE
— —
PROPOSED SETBACKS
PROPOSED BUILDING FOOTPRINT
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
- — — — -
PROPOSED BUILDING UPPER LEVEL
INU tIMA
PROPOSED PERMANENT BMP AREA
PROPOSED POROUS PAVERS
PROPOSED AC PAVEMENT. 3" AC OVER 4" CLASS 11 IASE
CENTERUNE OF ROAD
o
PROPOSED CONTOUR LINE
PLANS PREPARED UNDER SUPERVISION OF
PROPOSED RETAINING WALL
-- -o- —
PROPOSED 6' MIN. PVC STORM DRAIN INLET
— — —
PROPOSED 6" MIN. PVC STORM DRAIN
Q
PROPOSED 12"x12' INLET BY BROOKS BOX OR EQUAL
PROPOSED LIMIT OF GRADING
S O
PROPOSED SEWER LATERAL
S
PROPOSED SEWER MAIN EXTENSION
FS
FINISHED SURFACE
FG
FINISHED GRADE
FL
FLOW LINE
LARET S U ITER
& ASSOCIATES
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
535 North Highway 101, Ste A, Solana Beach, CA 92075
ph 858.259.8212 ( fz 858.259.4812 ( plsaengineering.com
No. 71651
Exp. 12/31/17
\CIVi1 -/
r �
.L
FILL OPENINGS IN PAVER
UNITS WITH 1/4" TO 3/8"
AGGREGATE
6" FLUSH PCC CURB
FOR BANDING
n
EXISTING FENCE
TO REMAIN
DASHED LINE REPRESENTS
EXISTING CONDMON
RETAINING WALL
PER SDRSD C -3
PERMEABLE PAVERS
ORCO AQUA -BRIC OR
APPROVED EQUAL
114" TO 3/8" JOINTS
WITH SAN VOID FILLER
2" BEDDING COURSE
LAYER 114" TO 318"
AGGREGATE
4" BASE COURSE LAYER
1/2" TO 1" AGGREGATE
6" SUB BASE COURSE LAYER
'i 2 112" TO 3" ANGULAR ROCK
�— NA TRRAL GROUND
DETAIL: PERVIOUS PAVER
NOT TO SCALE
PARCEL 3
FF =400.2
PAD =399.5
LOT LINE
SECTION B
SCALE: 1 " =20'
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
1SED 10'
EASEMENT PARCEL1
FF =402.7
PA0 =402.0
PARCEL 2
PAD EL 396.0
DRAINAGE
SWALE
BIORETENTION
BASIN
FG 392.0
DRAINAGE
SWALE
CL
W
K
0
RETAINING WALL
PER SDRSD C -5 r
7,.-
OF PAVEMENT
DETAIL: SEWER LATERAL VIA WOTAN DRIVE
SCALE: 1"--20'
WATER PROOF SEALED DROUGHT
OVERFLOW 2'X2' TOLERANT PLANTS
CONCRETE BOX')
?'1 WITH 3 WEIR RETAINING WALL
* **SEE NOTE OW PER PLAN
6'18•
14.5'
24' LAYER
ENGINEERED SOIL -- ! 2' HARDWOOD MULCH/
*SEE NOTE - - GRASS COVER OR CITY
2" LAYER OF APPROVED EQUIVALENT
3/8' GRAVEL ; -
3
12' LAYER OF
314' GRAVEL
* *SEE NOTE 10 P19C OUTLET
BELOW PIPE
* BIORETEN71ON 'ENGINEERED SOIL' LAYER SHALL BE MINIMUM 24" DEEP 'SANDY LOAM'
SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60%
SAND, 20 -30% COMPOST OR HARDWOORD MULCH, AND 20 -30% TOPSOIL, FREE OF
STONES, STUMPS, 1?0075, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS.
** 314' CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED
TO INCREASE THE INRLTRA71ON AND STORAGE ABILITY OF THE DETAIL THE EFTEC71VE
AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULA77ON.
* ** FOR FURTHER DETAILS AND DIMENSIONS REGARDING SIORETENIION INRLTRA71ON
BASIN AND OVERFLOW STRUCTURE REFER TO SWAMP
BIORETENTION INFILTRATION DETAIL
a- OR
CL
NOT TO SCALE
L1111IIYV (, "I'll
CREST DRIVE - TYPICAL SECTION
SCALE: 1 " =10'
t
1
CHANGE NO.
DESCRIP77ON
APPROVED
DATE
BENCHMARK
SCALE
-BUILT
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
INU tIMA
DESCRIPTION: PT NO. 1030. "ENC
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: )QO AMZI�ff_
GRADING PLAN FOR:
1112 1114 & 1116 CREST DRIVE
-30"
LOCATION: CENTER OF CUL -DE -SAC OAK
HORIZONTAL: �
3'Z'I IZ
DATE. X117
M
DG PR OPERTIES FUND, LLC
13191-G
CREST PARK DRIVE
ENGN ERS NAME DATE
RECORD FROM. ROS 18416
ELEVA TION.
VERTICAL: �
R. C.E. NO.: 71651
y
S13/I7 �'�' /!
APN 259 - 261 -38 & 39
Y !
Z'�
V -&•1-
VIEWER
P CTOR
SENIOR ENGINEER
BRIAN M. ARDOLINO EXP.: 12 -31 -17
DATE DATE
PLANNING CASE NO: 16 -052 TPM 16 -053 CDP, 16 -055 CDP. 16 -056 CDP
SHEET 2 OF 5
EXIS77NG SURVEY MONUMENT
PER PM 11B22, TO
401.7 TG
400.5 IE
11 rco
At 111AITS
J99.9 IE
io
SYSB
G
4oz.0 FG 40QL� TG
Ann v-jv 6- PV�'PIPE--/
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I i1Q,-1.1
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(387.31 IE)
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PCL Y_ 'K,
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i
EXISTING SURVEY
4 MONUMENT PER
X PM 11822 TO
�1 X PROTECT IN PLACE
UA
PAR
FF=,
PAD-
4
J,
14
__�_6' PVC PIPE @ 1%
MIN (TYP)
401.7 TG
40f.1"k 01.7 TS
400.3 IE 401,8 HP 401.8 HP 9 1E
EXISTING STRUCTURES To /Cl
"BE DEMOED
3 4 SEWER LATERAL SCO
Fii� Sf 13 388.80 IE CE
Z's 0 1 7
s
s
IF4
v
402.OffFG I
-L Mq
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=149f4
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402. FS
402. 0 FG
&2. b FJG X
25'
PAVER DRIVEWAY
'Co
RYSB
ENCROACHMENT MAINTENANCE & REMOVAL AGREEMENT
HP
4913 T
400.1 TC
LIMIT OF DECK ABOVE
.7 IE
jq�
b
y
401.77 TG
1>
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TW AC DRIVEWAY
400.7 IE
SCO
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DOCUMENT NO. 2017- P-Ift-"86- OF O.R.
J95.2
PL
CURB PER SDRSD G-1
LOT LINE
PASCO LARET SUITER
401.8 HP
IMPERVIOUSNESS TABLE
402.6 FSR
01
EXISTNG IMPERVIOUS
PROPOSED IMPERV10US
NET INCR64SE
402.6 FS
I ur
REFAINING WALL
CL
LOT 1
5,803 SF
6,342 SF
.6 F
Y.i cc
951 SF
i
W
j
1% 401.7 TG
Z" 2,,
AC DRIVEWAY
i02- F3
PER SDRSD C-2
400 7 IE
I
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535 North Highway 101, Ste A, Solana Beach, CA 92075
NOT TO
LOT 2
Z716 SF
7527
ph 858.259.8212 1 fx 858.259.4812 1 plaaengineering.com
1, 129 SF
PCC PAIT04,
FF=402.7
3
GRAPHIC
SCALE IN FEET
000��
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701 SF
,,�-BUILT
90J SF
ENGINEERING DIVISION APPROVALS
401.8
PAD=402.0
DRAWING NO.
UMA IKU I bMA
PARCEL 5 I�Lp(A REV. + PARCEL 1* 2 pvWy
PARCEL2
FF=396.7
RETAINING WALL
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: �ao APPROVE
GRADING PLAN FOR: 1112,1114 & 1116 CREST DRIVE
PAD=396.0
A"U1IUM,fARCF_L I
PER SORSD C-4
I IL
LOCATION: CENTER OF CUL-DE-SAC OAK
CREST PARK DRIVE
HORIZONTAL: I"=10'
VER77CAL: NIA
Tz TK
DA TE.
7
AA. AA
DG PROPERTIES FUND, LLC
13191 -G
DASHED LINE REPRESENTS
EXISTING CONDITION
I- kb-bviurg
I iAq /rR
XIS71NG
A-
40M
PA&CrF4 5 'ks _bvicrs
fu 10
RECORD FROM. ROS 18416
ELEVATION. 388.479
400.5 IE
I i1Q,-1.1
4 2
(387.31 IE)
SCO PCL 1
6 1 MAX HT
'-�WOOD FENCE
79 1E)V FID
PCL Y_ 'K,
IE)
i
EXISTING SURVEY
4 MONUMENT PER
X PM 11822 TO
�1 X PROTECT IN PLACE
UA
PAR
FF=,
PAD-
4
J,
14
__�_6' PVC PIPE @ 1%
MIN (TYP)
401.7 TG
40f.1"k 01.7 TS
400.3 IE 401,8 HP 401.8 HP 9 1E
EXISTING STRUCTURES To /Cl
"BE DEMOED
3 4 SEWER LATERAL SCO
Fii� Sf 13 388.80 IE CE
Z's 0 1 7
s
s
IF4
v
402.OffFG I
-L Mq
IT
,R
_AQF,1>z
=149f4
1� An� I
402. FS
402. 0 FG
&2. b FJG X
�6' MAX HT
WOOD FENCE 7� oz, MASONRY RETNNING
J991 TO
PER SDRSD C4 I
39 .2 "'�"J99.2 IG I
J99.J HP J08 IE J99.4 HP 399,2
�PZ6 1E
- - - - - - - J974
-- - - - - - - - - - -
At UTSUTY
fox I-EXISTING
6"' FLUSH r �FENCE-T"EMAIN
'-1 NE4AtSt`STRbbTUkE-
iim" OWN,- T CURB
395. a, ry
N 4003 1
J95.5 Bw
43 IE
bkNkE
Iff, (TYPI),
Os 6' MAX HT 1
-0
396.1 F
6",
J96.6 FS
KI-Y94.1 IE AGE
Z"i 396.6 FS
�-6- PVC URAINAGE PAD 395.5
400.7 TW PIPE (TYP)
396.0 1
FURVEY
< 4 J961
396j3 BW@F(
ONUMENT TO BE
NO
CONSTRUCTIOh
ONR -IN-ING _W4L _N'��OLD PL
PER S C-2
4.8' MAX
�_�396.6 FS
�IHP
J95.8
PARCEL 2 J94.8 1E
J96.0 FG
PT=396.7
J96.3'
PAD=396.0
4" SEWER LATERAL
PER S-IJ
IE 390.5
39�9 HP
401.J
400. FL 395 7 TG
.0 TIN 39J:7 IE IQ6.5 '39' 0 FG
6.0 BIN PROPOSED TRELLIS
F I - Pur A,; PER ARCH, -OWG. J9 . TG
DO. 0 TW 6" PVC AREA 1E
398.1 BW DRAIN (Typ)
�Q J95. VP
396.6 FRS4-\
SEE SHEET 4
11 11, - 11 , , '�TING'SUR
TING "PIAL'Al PER,
EXIS17NG SURVEY WNUAVE
118 "To�
MONUMENT PER TO 7tQf IN 1, r
IN PLA WITH
TO
PAVI1q2 Pp 4PR6)E 'r
PROTECT IN AkE` �ACMS- VER
88'45 06RICT T ABANDON
0
0 �17114� TER METER AT
ER S PENSE
1.5 FS) VERIFY
'w- LWATION
TRI CH RESURFAUING
Ail PER � CITY OF ENPNITAS
3 1.2 STAI�ARD DETAIL
t� 'to i� X DISTRICTI TO INSTALL 1
FS
vv WATER qERWCE & DUAL
METER�R WAS WS-09,
IE
At OWNER'S r
EX�IE SE.
S S
E0 PARCEL I
J�
WATER SEROCE DUAL
S_O�
SE 3 PARCEL 2
tE'SHEFT 1 (,FJOR. DETA
5005 ER:
395.9
ISP G PALM
OTECIED
60 mw
-MASONRY RETAINING WALL -A
PER SDRSD C-4 V\ "I .....
3.8' MAX IL
6 4
aNG 2f'
AC ROAD
ENT
0 D-WAYgURPOSES
A EM
EXISTINd, 10'
3 J.5 TW
IH
1.5 BW GRANTED TO TH COUNTY
FOR JR01 - 1 / I
9
3 5.R .0
3 .0 B ci
MASONRY
RETAINING WALL
PER SDRSD C-5
'-A
EXISTING I E zu
TREE TO TAIN
92.0 FG
9J.5 !TW
92.0 BW
WER POL�
ISTW T IN
/'T POTECRO
0 LACI
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06
04
Fi)] f P
a) I
LJ
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N 10 2
ISTING SI( V
I 'I �- 4J,
9 T PROTECT IN
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DOCUMENT NO. 2017- P-Ift-"86- OF O.R.
J95.2
PL
CURB PER SDRSD G-1
LOT LINE
PASCO LARET SUITER
IMPERVIOUSNESS TABLE
�6' MAX HT
WOOD FENCE 7� oz, MASONRY RETNNING
J991 TO
PER SDRSD C4 I
39 .2 "'�"J99.2 IG I
J99.J HP J08 IE J99.4 HP 399,2
�PZ6 1E
- - - - - - - J974
-- - - - - - - - - - -
At UTSUTY
fox I-EXISTING
6"' FLUSH r �FENCE-T"EMAIN
'-1 NE4AtSt`STRbbTUkE-
iim" OWN,- T CURB
395. a, ry
N 4003 1
J95.5 Bw
43 IE
bkNkE
Iff, (TYPI),
Os 6' MAX HT 1
-0
396.1 F
6",
J96.6 FS
KI-Y94.1 IE AGE
Z"i 396.6 FS
�-6- PVC URAINAGE PAD 395.5
400.7 TW PIPE (TYP)
396.0 1
FURVEY
< 4 J961
396j3 BW@F(
ONUMENT TO BE
NO
CONSTRUCTIOh
ONR -IN-ING _W4L _N'��OLD PL
PER S C-2
4.8' MAX
�_�396.6 FS
�IHP
J95.8
PARCEL 2 J94.8 1E
J96.0 FG
PT=396.7
J96.3'
PAD=396.0
4" SEWER LATERAL
PER S-IJ
IE 390.5
39�9 HP
401.J
400. FL 395 7 TG
.0 TIN 39J:7 IE IQ6.5 '39' 0 FG
6.0 BIN PROPOSED TRELLIS
F I - Pur A,; PER ARCH, -OWG. J9 . TG
DO. 0 TW 6" PVC AREA 1E
398.1 BW DRAIN (Typ)
�Q J95. VP
396.6 FRS4-\
SEE SHEET 4
11 11, - 11 , , '�TING'SUR
TING "PIAL'Al PER,
EXIS17NG SURVEY WNUAVE
118 "To�
MONUMENT PER TO 7tQf IN 1, r
IN PLA WITH
TO
PAVI1q2 Pp 4PR6)E 'r
PROTECT IN AkE` �ACMS- VER
88'45 06RICT T ABANDON
0
0 �17114� TER METER AT
ER S PENSE
1.5 FS) VERIFY
'w- LWATION
TRI CH RESURFAUING
Ail PER � CITY OF ENPNITAS
3 1.2 STAI�ARD DETAIL
t� 'to i� X DISTRICTI TO INSTALL 1
FS
vv WATER qERWCE & DUAL
METER�R WAS WS-09,
IE
At OWNER'S r
EX�IE SE.
S S
E0 PARCEL I
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S_O�
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tE'SHEFT 1 (,FJOR. DETA
5005 ER:
395.9
ISP G PALM
OTECIED
60 mw
-MASONRY RETAINING WALL -A
PER SDRSD C-4 V\ "I .....
3.8' MAX IL
6 4
aNG 2f'
AC ROAD
ENT
0 D-WAYgURPOSES
A EM
EXISTINd, 10'
3 J.5 TW
IH
1.5 BW GRANTED TO TH COUNTY
FOR JR01 - 1 / I
9
3 5.R .0
3 .0 B ci
MASONRY
RETAINING WALL
PER SDRSD C-5
'-A
EXISTING I E zu
TREE TO TAIN
92.0 FG
9J.5 !TW
92.0 BW
WER POL�
ISTW T IN
/'T POTECRO
0 LACI
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06
04
Fi)] f P
a) I
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9 T PROTECT IN
0 J,
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ENCROACHMENT MAINTENANCE & REMOVAL AGREEMENT
400.1 TC
- STORM DRAIN INLET
RECORDED Z!,T(_JL_ 2017 AS
3"' 1
TW AC DRIVEWAY
DOCUMENT NO. 2017- P-Ift-"86- OF O.R.
J95.2
PL
CURB PER SDRSD G-1
LOT LINE
PASCO LARET SUITER
IMPERVIOUSNESS TABLE
MASONRY RET. WALL
PER SRSD C- 12
EXISTNG IMPERVIOUS
PROPOSED IMPERV10US
NET INCR64SE
15% CONTINGENCY,
I ur
REFAINING WALL
CL
LOT 1
5,803 SF
6,342 SF
539 3F
Y.i cc
951 SF
J2. 5F
DRANAGE
PARCEL1
AC DRIVEWAY
PER SDRSD C-2
AC DRI"AY
I
kmmm�d
535 North Highway 101, Ste A, Solana Beach, CA 92075
NOT TO
LOT 2
Z716 SF
7527
ph 858.259.8212 1 fx 858.259.4812 1 plaaengineering.com
1, 129 SF
FF=402.7
GRAPHIC
SCALE IN FEET
PL
�Iw
E2
A�PROVED
DA TE
LOT J
701 SF
,,�-BUILT
90J SF
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
PAD=402.0
DRAWING NO.
UMA IKU I bMA
PARCEL 5 I�Lp(A REV. + PARCEL 1* 2 pvWy
PARCEL2
FF=396.7
RETAINING WALL
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: �ao APPROVE
GRADING PLAN FOR: 1112,1114 & 1116 CREST DRIVE
PAD=396.0
A"U1IUM,fARCF_L I
PER SORSD C-4
I IL
LOCATION: CENTER OF CUL-DE-SAC OAK
CREST PARK DRIVE
HORIZONTAL: I"=10'
VER77CAL: NIA
Tz TK
DA TE.
7
AA. AA
DG PROPERTIES FUND, LLC
13191 -G
DASHED LINE REPRESENTS
EXISTING CONDITION
I- kb-bviurg
I iAq /rR
XIS71NG
A-
40M
PA&CrF4 5 'ks _bvicrs
RECORD FROM. ROS 18416
ELEVATION. 388.479
R. C.E. NO.: 71651
APN 259-261-38 & 39
,SECT/ON C
SCALE. 1"--20'
DA TUA4. NA VD88
A 0
�m
PAVER DRIVEWAY
400.1 TC
- STORM DRAIN INLET
3"' 1
TW AC DRIVEWAY
J95.2
BW
PASCO LARET SUITER
MASONRY RET. WALL
PER SRSD C- 12
& ASSOCIATES
SECTION E
10 5 0
10 20 30
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING
Imigiw Mal
kmmm�d
535 North Highway 101, Ste A, Solana Beach, CA 92075
NOT TO
SCALE
I mm F��
ph 858.259.8212 1 fx 858.259.4812 1 plaaengineering.com
GRAPHIC
SCALE IN FEET
CHANGE NO.
DESCRIPTION
A�PROVED
DA TE
BENCHMARK--
SCALE
,,�-BUILT
UE�SIGNLIJ BY: URAWN BY: 1 CHECKED BY:
ENGINEERING DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
UMA IKU I bMA
PARCEL 5 I�Lp(A REV. + PARCEL 1* 2 pvWy
A
DESCRIPTION: PT NO. 10JO. "ENC-30"
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED: �ao APPROVE
GRADING PLAN FOR: 1112,1114 & 1116 CREST DRIVE
A
A"U1IUM,fARCF_L I
I IL
LOCATION: CENTER OF CUL-DE-SAC OAK
CREST PARK DRIVE
HORIZONTAL: I"=10'
VER77CAL: NIA
Tz TK
DA TE.
7
AA. AA
DG PROPERTIES FUND, LLC
13191 -G
A
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A-
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RECORD FROM. ROS 18416
ELEVATION. 388.479
R. C.E. NO.: 71651
APN 259-261-38 & 39
DA TUA4. NA VD88
A 0
4 44,kcA,
BRIAN A��A RDOONO EXP.: 12-Jl-17
5 3/17
DATE DATE
PLANNING CASE NO: 16-052 TPM, 16-053 CDP, 16-055 CDP. 16-056 CDP
SHEET 3 OF 5
i
IREt#EKER
Iff15rfVT0Rj SENIOR ENGINEER
SEE SHEET 3
ae 402.0 FG i a� 8102.0 FG s u, :i b VVL UMNAUt w�v.v / PAU - .fJ5.5 m�
401.8 HP ,, \! II xa F� l
o+l �, f °- 400.7 TW PIPE (TYP) L/ 3 9 ,,, EXISTING 24' I ti
a -. r 396. r i. - 't trX;�% y �1
Lj
402.1 .FS 0 BW �SUR 1 ° ,' AC ROAD 1 ;
6" PVC PIPE ®f% J 402.0 FG 1N MONUMENT TO / , 396 TW ®F ko N I Ij I j
39 G ; k rn
r 1 MIN iYP r .. - .__ .__ - ;s ",:; - - ._. ED INS 1 <z , y' 3.5 TW
a UI LO N C ? z 't * ONSTRUCTION ___ -_.- W 3 .5 BW EXI EMENT I/
; ' � � 1 � 2.0 FG � >C!ES�Y � .5 FS �T � GRANTE� TO H COUNTY
x IVER 1�.N� � u 4 "� 5 _ _ _ -..�__
�� N " � � °. I - - - = - i - - ' ° - � _ - rt _ - . -.. }, . .� � FOR RO -WAY URPOSES
I 1�
(387.31 IE) 40 ,, J . 6 i . , _ - I
1 x, DO . : 81- 4791
I 401.7 TG h 401.7 TG x �� '�� i 'MASONRY RfTAINING WAIL' OLD PL I 5.8 ® G
SCO PCL 1 1 400.3 IE 401.8 HP 40 1 r.,. r `' PER SDRSD C -2 +i 3 .0 DATE: 1 -22 -8_
40 .8 HP _3$9.9 IE I I j 3 0 B G o
r - - - _ ' 401.7 TG.� 4.8' MAX
fi' MAX HT- _ _ �- 401.8 HP I \ a rn
WOOD FENCE > - l 399.7 IE
- - - - -
- - -- r� ( i 386.8 / MASONRY l c� I a ;
EXISTING STRUCTURES TO _ I 3� 9 I 395 8 TG . RETAINING WALL
BE DEMOED / f } zE,t T j f PARCEL 2 ! a
y i ' t, ��" �J I I � f = I 394 8 �` �;1 � "`. � PER SDRSD C -5 I -\ . � ,
r,xKx 1 396.0FGi m
(387.7s IE) 3 -4" sEWE LATERAL sco / sco v �� 1,f =396J !r t Al
�'% `�� PER S -13 388.80 IE �f ' I j ,I,r `, c EXISTING I E •.� m
SCO PCL ; 389.755'IE ° �t +„ ` `' �� ` 400 0 TW o
SC •CL - - -- 401.7 t t� 1 PAD =396.Q I 392.0 FG TREE TO N
i - -- -x i 12J r s 396.0 BW r� 1 ' u S�� i \- °
FERAL �_ ' � �
.. 4" SEWER LA � a I '� 3935'idN
d I PER S -13 i ? +
S -7 S ' t
;r-^ S S �I er se T to 392.0 BW \ o
(387. 3 IE) �ZUt,ri o r t t �a I D.5 / / T 1 d 1 &XIS G FQWERI POLE(
E 39
1�' PRIVATE 00.93 FS
SCO CL 3 \` 401.3 1 / / 395x9 HP I m ( 0 PROTECT IN I
HEWER EASEb� €NT 399.0 400. FL 395.7 TG 1
391713 Hl 2 T4; _.
398.E
40 0 1W 393.7 IE / �// 89 .O FG N
3'19• r 3 6.0 BW I i
6' MAX HT 3*9.3 NP
L: k ` P1�OP�ED 1RELLIS 4 ! ' ' °' �
_ IGfJQD C� _ 397. �E dm t y I ! PAR:ARCH: DWG 395r� TG
EXISTING SURVEY? I 9 - - -- -- - - -p - 7 - '�" _ _ MASONRY RETAIIVIN W L I 40:0��TW 6 PVC AREA l J ON G'
�9.1T = ` •Z TG 1 0 49 �DR3D 71 1 - 98.1 BW �' _DRAIN (TYP) --� 3 39%2 IE ti • I n
4 ,0.E MONUMENT PER 3t a E 33 1ct� 116 { i � 347• i� 1 1 r . I 1�„ , � N n .
399�TG l s E (STING St
x PM 11822 TO� - T - I� J g3 T PROTECT IN
u
PROTECT IN PLACE .1% _ �i1�1 I £_ - 39 r 1 9�� i o P CE
- y
396.6FSt ! Z I I!
1 A 399.5 FG - - - -- I x ( i
y 395 P " I
l 1 6 PVC I I '� 399.5 FG f 397.0 TW 396.0 FG }° < .. !
0 1% MI (TYP) I I ,j 314x* Y4 6.0 BW I ! ' ::per 1 I
PCC PAT10 >
I
39 s
" 3gq.2 T�+ D.6. ` �' ` �.�� -�- �� L SfiAfR�l9t =i� j �,,,, � �� I 395.9 HP
i
S B I j 1/ a3 x I;. 395.8 TG :ti ' R . ? I ,T,'
yy 397.8 FG °,
I I - X396 6 FS 1
X 1 3 9.3 H ,_ , �._,l �� Jql f j I 396.3 F • f r r , 393.6 IE �;;• f 9S5 7W �� x 1 !
X7.5 BW 24'
-t. REMOVE I .5 FG I PROPOSED 1 «1< % !,; I o
w I I --�ooF '�t$�JC� , %` 1, / PVT. 5' 1 I �e i ;' 396.4 FS ° , ° 1 ° 1 t (• j X
....., (STING FENCE r= c; /`✓ 39 1 1 I I �`�' { 91.E FG ( /r'
F r DRAINAGE ;'. / 1
00 ,I
` _
f
h EASEMENT
o �'� 399.2 TO '' :�0 -f- * i � uQ �' if y'..- v -- -� `" ~-',° �B9�G -FC 8.5 C � I JX. N 1 / jl
I I 396.3 FG ,
\ I
O [.� 398:4 -1E _ 1 /Io i i 3985 1 397.4 TW ( I <' X96.'4
Q \
Z / J - yc z \. 3 ai.J TAO AY
396 0 B �•� r � ' E�}RA RE IR
399.3 -- _.. _ I 25' -__,I � PUBLIC F W
1°
399.3 BW\ I ' PEfi'�4R6Hr9W6. I RYSB l t x _ x 395.8 TG
1
I 396.3 FG 393.1 1E r f l�_ EISTING PALM I {
11� i�'. 1 395.7 TG 1 �' 5
25" '
°' R is �- 3 D 1 393.3 IE � I rRLACECTIN`
asw PARCEL 3 u► i / 1 `
F =466. 4 a k (° \, f� PROPOSED PRN E / r 391
'599.3 fI -` ° �•' QPLuAeR 3 9•� fG -,< < I I DRAINAGE E J. BIORVENTION TO'bbE RIVATELY
'`INIINED At�D NOT,tODIFIED r 1
a D 399raa > , , u, 397.0 Tw V y
I =:,1 3 =. /; QR T{EMOVED ITHdUT PERMISSION DISTRICT TO ABANDON _
p a ASPpAt z DE EJN- - I� EXISTING WATER METER
Q 396.0 BW
399.2 TC ,' \ °; P , a 9RI�EvIR / !1 7 1 i
E
' Q • P " "t nx y =: t l a I I f y' DE7AI�l On( HC -P L. AT OWNER'S EXPENSE
8.2 I , � - i 2% O e ' ` � xa�r � ��; �` I t l,: ,....�, 7 �/ H �
�� � � � 395.9 HP � 1
3 P Z�R C' PATIO 90D•1 �S a � r F o I POSED A�ASONRY � 4
<I, 1 I - 1 _ V 4 0: Y FS Y' i A6I S I / I h 395.7 TG 7 r R AININ
Y "} _ Y b , 2 J , MASO / 35.9 HP 392.3 IE r t. P SDRSD 5
f
�EVNIN
WALL
" f I _
ME
399 5 FG n '� - PER SDRSD 9 -2 395. TG _ _ _ BASIN PON
ELEY 0 y 1 y
3.5' MAX 395.9 HP 392.6 IE - n /
3
MASONRY RETAINING WALL, 1 399.3 HP I FiREPv10E Iti f;q' ` 1 1 39J 0 IE _ EL=
- -
PER SDRSD C -3 - y rJ y / _ - - _ �- r� i
( VT Ce•y�WAG@ 1
{ I I I ti� � z � { � A1�PP R � �� � � � �._ 5 p • . PAL 1' _
2.7' MAX 1 I x M JE1� ON %� 396.0 TW 6ASen�rer I
I ti >♦�01 �S L� _ IP i
_ W "t MAS NRYY_ 10° PV PI
PlelpTQq RETAINING WALL
GARAG �,x', RAIN WALL
399.2 TO 97.0 I PER SDRSD C -2 'm A' i PER SDR - 3 .8 G 388.0 I
goal gs PAD = 399 -J-5' W 396.0 TW o 3s s x
i I 1 398.0 IE ;� xo� a Rw "ys MAX
399.5 TW I l D
398.0 BW 1 .�, 4 �� AIGVWf( 24'
ti TO °
r DISTRICT
� I �„° 3 .1 BIE 6 FS �3 IN `i �.
6" PVC PIP
392. IE
�.�� . {----- '>F- -- -- -� - - -- �+J ® E WATER SER >�C DUAL
®19 MIN (1YP' 399.2 TG
p •� 399.5 FG
88.5 IE
�; ... n = = 39ttC" rvt t - ,
397.
I � 4 IE r ,,+ 1t „�ei u���r, � �, ; . -; _.' ="-c� r ;.. �, � �., ,�W NERS
{ •I�WI iJ ,:., .. '� ar i � - +n ie,., � � J' Y s., 1 ,, , .D_�, f•T� ;1[� .,� � - � �. '1 ���pg��� '�.
x# z
I
} 'i. Hi+�i:. d'.4 .a 'ti•` MP: t i __• _- a.. .F -( ._.Jty3.01 ",r3 "t } Y... ..�! -'{• 1 %
s_.
C
r.- �99i-TG ....: __ .. ,:,n, +�.. �.,... n,' ,1" -r .., . �,_. t ', -._ ;... ,,..., r 1 X / i G11JG �
REMOVE
,, ROPb D1 , C, n , t -, 1
9 8 IE r 4 ,.:. � �E , , ,_ � � _ - , r �,. � , � SERVES PARCEL 3
EXISTING�F _, ., . � � . <> <
E �' � r 99.3 P �f,
- - -- 3 T
• ,:.i, .( a .i f ;.. i n , a i -.. 3 r 1 -_( n . - -. r,•' • .. ` V
- _ �� - a2" < ; � . < > <, � t. , ' `, _, > �1 TRENCH RESURFACIN�`,>
399.5 TW - m, °y. SD(} 1G f > r �;
3 9.3 P' / PAVR; DRIiS!q
�.�, a
396.8 BW _ ,",,: <'+ TY OF ENCI„
, t - EIAIL ,, _r .... o. _: , _ _J
3, _ -. C v _. SET>
„„ , � SN . FOR k , LO h
.� �; , ,- ,647 -•w.,, ;.• :;- �;' ��'1 �TO.SEREACA D
-C, ' _-:;_ - . --.. _.� r i _. .. 1 STANDARD DET ;
�1K0011� F€IdC� .. -�, _ .; --.: n .. � � _ r �i r AIL
_ ,.;.. : ;�99. , --TW- „ N,,,8845.Q1._V 6. 1 3� 942 ( 1
MASONRY RETAINING 4YAL1 32 NEAREST STRUCTURE4. ,,9 -_ _ - 3 1W .. ... 2 TG., 9 .5 TT1t . ,
397.9 BW i 397.5 1iW i 398 4 ` .> 3 395.0 TW dE•� 3 �f
�E
r ,
�., h x •3 393 $8 FS
PER SDRSD C -3 __ 397.2 IE 397.0 BW B �• �� 392.13 FS �; A 392.58 FS
EXISTING SURVEY 395.0 B .3 BW ,,�� I 41' ." ! W 30.0 j EMNUM 22 TO
2.T MAX �..`.} ,. ��:_ ,,..f ...r`. ,y,�_,�v -,._i ,._. , - i'� 1 L r
f '!'� __ - -- EXI$TIND, SURVEY
MONUMENT PER =�' G n, , T. ?1 -' A- -.- - - - _ .MONUMENT DER �'' , _. y.:r 1 I PROTEa IN P CE
7.� i WITH ES VER j
PM 11822 TO .1 t 1 A C 50
,,
PROTECT IN PLA(rE, �, :1 ?�'' �I 1 & Q�fiIM I l x PM 11822 TO J -
T'�1 u
- D x t PROTECT IN PLACE '
PL
iPROPOSED RET. WALL WATER PROOF SEALED PL ENCROACHMENT MAINTENANCE & REMOVAL AGREEMENT
PER SDRSD C -5 OVERFLOW CONCRETE ( PROPOSED RET. WALL RECORDED Z` A ?-- 2017 AS
i FG =396.0 PER SDRSD C -5
PARCEL 2 _YT -396.0 TW = 393.5 BOX. SEE BIORETENTION � DOCUMENT NO. 2017- Q � 9b486 OF O. R.
DETAIL SHEET 2 TIN = 393.5
FG =391.5 2� IE OUT =390.5
' FG =390.5
RIP -RAP
BIORETENTION
PASCO LARET �UITER BASIN FG = 392.0 BIORETENTION i
BASIN FG = 392.0
& ASSOCIATES 10 5 0 10 20 30
CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING SECTION D SECTION F
535 North Highway 101, Ste A, Solana Beach, OA 92075 NOT TO SCALE NOT TO SCALE GRAPHIC SCALE IN FEET
Ph 858,259,5212 I fa 858,2594812 Pisaengineeain8,c®m
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE UILT ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. LIMA
v v o �� PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED:)t�17 APPROVE GRADING PLAN FOR:
J P S-8V L 719 18 DESCRIPTION: PT NO. 1030 ENC -30" 1112, 1114 & 1116 CREST DRIVE
LOCATION: CENTER OF CUL -DE -SAC OAK HORIZONTAL: 1 " =10' 1174 DATE• '6 t t'1
PA'�L - UIL CREST PARK DRIVE VER77CAL: NZA EN /NEER'S NAME DATE -tea - DG PROPERTIES FUND, LLC 13191 -G
RECORD FROM: ROS 18416 R.C.E. NO.: 71651 APN 259 - 261 -38 & 39
ELEVATION: 388.479 y l L 10) -" 5/311 7 _ 80'4'17
DATUM: NAUD88 EVlEWER ECTOR SENIOR ENGINEER BRIAN M. A DOLINO EXP.: 12 -31 -17 DATE T DATE PLANNING CASE N0: 16 -052 TPM 16 -053 CDP 16 -055 CDP. 16 -056 CDP SHEET 4 OF 5
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.
J. 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
J. 3 LBS PER ACRE OF E SCHOOL CIA CAUFORNICA
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
7 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 50% OF THE STRAW INTO THE
SOIL.
C. FENTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WHITH 15%
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 SECURITY
RELEASED.
ADJACENT PROPERTY DISTURBANCE NOTE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANT'S PROPERTY.
IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY
PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER
MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK.
ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO
BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED.
ADDITIONAL NOTES
1. EROSION CONTROL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE
MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON
SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS)
MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE MATERIALS
MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER
WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM
(E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR
HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.
2, NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS
STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF,
ROOF DRAIN, DRIVEWAY, AND STREET.
3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE
SINGLE - FAMILY RESIDENTIAL DEVELOPMENT THESE GUIDELINES ARE AVAILABLE AT CITY
HALL (505 S. VULCAN AVE, ENCINITAS, CA 92024) AND ARE APPROVED AS PER PC RES.
2006 -27.
LANDSCAPE EFFICIENCY BMP NOTES:
1. ROUTINE INSPECTION TO GUARD AGAINST RUNOFF AND EROSION AND TO DETECT
PLANT OR IRRIGATION SYSTEM FAILURE
2. REPLACEMENT OF DEAD DYING AND DISEASED VEGETATION
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
Z FERTILIZING, PRUNING AND WEEDING AND MAINTAINING TURF AREAS
8. MAINTENANCE TO AVOID OBSTRUCTION OF MOTORISTS VIEWS
9. OWNER WILL BE RESPONSIBLE FOR MAINTENANCE
10. USE OF A TIMING DEVISE TO RUN ALL IRRIGATION (W /BATTERY BACKUP)
11. MAINTAIN THE SYSTEM CONSISTENT WITH MAWA (MAX APPLIED WATER
ALLOWANCE)
12. REPLACEMENT OF VEGETATION TO BE CONSISTENT WITH PLANTS HYDROZONE"
13. MAINTAIN THE IRRIGATION SYSTEM TO NOT EXCEED MAWA (MAX APPLIED WATER
ALLOWANCE)
NOTE:
BIORETENTION 114SINS 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.
NOTE:
CONTRACTOR TO MODIRY CONSRUC7ON
ENTRANCE IN THE FIELD AS NECESSARY
CONSTRUCT SEDIMENT BARRIER AND DITCH
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EROSION CONTROL PLAN
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TO ACCOMODATE m ° 1. SET POSTS AND EXCAVATE A 2 STAPLE EXTRA STRENGTH SILT FENCE OR
4 BY 4 IN (10 BY 10 CM) WIRE FENCING TO THE POSTS. IF USING
ANTICIPATED TTAFFIC v w
.' U TRENCH UPSLOPE FROM AND EXTRA STRENGTH SILT FENCE, POSTS ARE
v ALONG THE LINE OF POSTS. TO BE SPACED CLOSER THAN STANDARD RUNOFF TWO LAYERS OF GRAVEL BAGS
C ; PRE- MANUFACTURED SILT FENCE �� WITH ENDS OVERLAPPED
LEGEND � r '� _ _ PRODUCTS.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
X sar FENCE A 19' RADIUS / �j� GRAVEL BAG DETAIL
GRAWL BAGS 50' MIN MIN. NOT TO SCALE
CONSTRUCTION ENTRANCE /
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6 IN (15 CM) C
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THE POSTS AND EXTEND IT EXCAVATED SOIL.
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GRADE
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SPECIFIED BY A SOILS ENGINEER � Q
PASCO LARET SUITER
SECTION A -A
TWO LAYERS OF GRAVEL BAGS
& ASSOCIATES CONSTRUCTION ENTRANCE DETAIL SILT FENCE DETAIL RUNOFF WITH ENDS OVERLAPPED
CIVIL ENGINEERING +LAND PLANNING + LAND SURVEYING NOT TO SCALE NOT TO SCALE 20 10 0 20 40 60 INLET PROTECTION � �
585 North Y ighwa7 131, Bee A, Solana Beach, GA 92075
ph 858.259.82Il2 1 fz 858.259.4822 1 p1saengineeri n8.com GRAPHIC SCALE IN FEET
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE A UILT MA ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: jQ0 APPROV GRADING PLAN FOR:
DESCRIPTION: PT NO. 1030. "ENC -.i0" 1112,1114 & 11'16 CREST DRIVE
1 DATE: N' 3'
LOCA770N: CENTER OF CUL -DE -SAC OAK HORIZONTAL• iV A �'Z �' ^ -
CREST PARK DRIVE ENGINEER'S NAME DATE `�` -- '� DG PROPERTIES FUND, LL C 13191 -G
RECORD FROM: ROS 18416 VER77CAL: NIA p R.C.E. NO.: 71651 S/ 4 �7 APN 259 - 261 -36 & 39
ELEVATION: 388.479 %,•� IrJ -yl •l�1 8 AN ARD lNO 5� AI
DATUM: NAVD88 [REVIEWER ECTOR SENIOR ENGINEER EXP.; 12 -31 -17 DATE DATE IPLANNING CASE N0: 16 -052 TPM 16 -053 CDP. 16 -055 CDP. 16 -056 CDP SHEET 5 OF 5