2016-13126 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 THE RESPONSIBILITY OF THE
OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS.
NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS
TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT PERCENT AND BE CONVEYED TO
AN APPROVED DRAINAGE FACILITY.
UTILITY NOTE
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 TITLED'THREE PROPOSED DUPLEX BUILDING SITES' PREPARED BY ALLIED
EARTH TECHNOLOGY DATED OCTOBER 5, 2016, PROJECT# 16-1167E3 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.
3. 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
PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE
REPLACED OR REPAIRED TO CONDITION
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.
T 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 (1/2) MILE OF A STRUCTURE FOR HUMAN
OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON
SATURDAYS. SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN
HELD ONSITE 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.
1IT PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE
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 OPERATION.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL
GRADING APPROVAL ANDIOR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13126-G HAS BEEN PERFORMED IN
SUBSTANTIAL 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 PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL
MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED.
14, ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN
ACCORDANCE 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 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 TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT
AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR
EXCAVATION OR 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.
I& ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED
OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT
RAVE 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 THE 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.
CHANGE
DESCRIPTION I APPROVED I DATE
EROSION CONTROL
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARGO LUIS AT (856) 254-0614 , 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.
3- DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE
ENGINEERING INSPECTOR.
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO
THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
5- THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION 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 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
(40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL.
STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPAMP NOTES
1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS
SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS
PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM
DRAIN SYSTEM.
2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL
NOT BE MODIFIED WITHOUT PERMIT FROM THE CITY.
3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMPIIMP 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 BMPAMP FACILITY
AND/OR THE TURFILANDSCAPED AREAS.
4, NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA
UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP/BMP.
5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMPIBMP AREA OR HAVE
ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE
IT TO AN ADEQUATE IMP/BMP.
6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED
WITHOUT A PERMIT FROM THE CITY.
7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY
REQUIRE THAT THIS PLAN BE REVISED OR THAT SEPARATE ENGINEERING PERMIT BE OBTAINED.
S. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM
WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN
IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE
ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM
SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE
DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE
AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN
AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES
THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A
CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER
SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE
REQUIRED FOR THIS STRUCTURE.
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 UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS
PROJECT.
3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE
PARALLELING OR PROPOSED CONNECTION 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 FACILITIES MUST MEET CURRENT WATER
AGENCIESSTANDARDS COMMITTEE IWASC) 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 SERVING.
B. CALIFORNIA STATE LAW ASSEMBLY BILL AB4953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN
THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010, IN
COMPLIANCE WITH THIS LAW, 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 WG-17 OR WC -I&
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 SHAL-
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
PANELSIPLATES.
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 OFFSITE.
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
PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE 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 VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED.
ONSITE 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 POLLUTION 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 ATALL TIMES. 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) 4364151.
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) 633-2T70.
NOTIFICATIONS
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES
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. ITIS 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-(780}633-2770
B. GAS & ELECTRIC - SDGE - (760)-4386200
C. WATER -SAN DIEGUITO WATER DISTRICT -1-800-227-26DO
D. TELEPHONE - SBC BELL - (760)489-Ml1
E. CABLE TV - COX COMMUNICATIONS-(76OF806-9809 X-2233
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT.
PHONE: (780)633-2770.
3. 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.
IMPERVIOUS AREA SHEET INDEX
SITE AREA = 21,475.84 S.F. COVER SHEET 1OF'6
IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5 15�5.14 SOFT GRADING PLAN 2 OF.
IMPERVIOUS AREA AFTER CONSTRUCTION: 9710.15 SOFT SECTION 30F 6
INCREASE IN IMPERVIOUS AREA: 4 B0� 6.01 SOFT EROSION CONTROL PLAN 40F S
STRUCTURAL DETAILS 50F 6
IMPERVIOUS AREA REPLACED: 51� 05-14 SOFT STRUCTURAL DETAILS 6OEG
FIELD OPERATIONS I PLANNING AND BUILDING
OWNERS �3�1 3355���gg2233 gg
HALLNIARC LP, A NEVADA LIMITEo3PARTNERSHIP
ADDRESS: 2341 CAMBRIDGE AVENUE, ENCINITAS, CA 92007
APN: 261-09ZT7 261-094-51
261-ON-52
261-094-53
ADDREA: KRAFCHOW p83J�I pff�yk��Itg 99
ADDRESS: 2�T2y_CAMBRIDGE9AVENUE, ENCINITAS, CA 92007
APN
261094-55
261-094-56
SITE ADDRESS 2319 2323, 2327 2331 2335 82339
PROJECT Y, 'YR q
-S. 2325 2341 CAMBRIDGE AVENUE
ENCINITAS CA 92007 .a1�
L $ >
LOTS 37 THROUGH 421N BLOCK 12 OF CARDIFF, IN THE CITY OF ENCINITAS, t4.'
COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP
THEREOF NO. 1298 FILED IN THE OFFICE OF THE COUNTY RECORDER OF
SAN DIEGO COUNTY, NOVEMBER 14, 1910
(gui) VICINITY MAP wJ
OWNER'S CERTIFICATE
1(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 AND 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 ALL COSTS OF DEFENSE THEREOF,
ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR
OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS,
OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR
CONNECTED 01 RECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE
PROPERTY OR PUBLIC EASEMENTS.
SIGNATURE: _ 11
^` DATE:
kALUMARC UP
SIGNATURE Z DATE: P7 IrI
KACHINA J. KRAFCHOW
I, ROBERT CHAN 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 S MADE BY ME OR UNDER MY DIRECTION ON 10/06/2018 AND FOR
AN UPDATE ON CO TE C V OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
RECOMMEND NS, HAS BEEN BMITTED THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, HAVE
REVIEWED ESE GRADING P AND RTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORTF RTHI6 PROJEC VE BEENI RPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
iS�Wti�� N�
SIGNED: /
RICE NO.: 4813
EXP. DA7
PROJECT#: 16-1167E3
ALLIED EARTH TECHNOLOGY
SILVERTON SUITE 317 SAN DIEGO, CALIFO
PHONE (858) 5M-18651(619) 4474747
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 ENGINEER'S 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 EMPLOYMENT AND
ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
1
SIGNATURE TUREDATEIs e 44�it
ppplE9Sq',,Y MACARIO R. PEREZ
m
C20801
J&B ENGINEERS III SURVEYORS OD!m'J011.7 s `
13670 DANIELSON ST., SUITE G, POWAY CA 92064
PHONE.(858) 513-1741 FAX: (858) 513-1744
RCE NO.: 20604 CtCAt�
EXP. DATE: 09/30/2017
EARTHWORK DATA
STEEPEST EXISTING NATURAL SLOPE ONSITE= 12_1Z H: 12.(YV
MAXIMUM VERTICAL DEPTH OF CUT= 14.38'
MAXIMUM VERTICAL DEPTH OF FILL= 9.12'
CUT= 20.51 C.Y FILL =118.59 C.Y.
EXPORT=��21.92 C.Y.
REMEDIAL = 431.33 C.Y. Cl' REMOVAL AND RECOMPACTION UNDER AND 5' OUTSIDE OF BUILDING AREAS)
BMP PROJECT STATUS
PARKS AND RECREATION
STANDARD
DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT
/1
Iz• I
7 7
%
SIG DATE
S N DATE
-SIGN DATE
SIGN DATE
SIG ATE
BENCHMARK
SCALE
AS -BUILT
DESIGNED
BY:
1 DRAWN
BY:
CHECKED BY.
ENGINEER PG DIVISION APPROVALS
CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT
DRAWING NO.
N: 1/2' IRON PIPE
PLANS PREPARED UNDER SUPERVISION OF
RECO APPR VED:
COVER SHEET FOR.
12' IP SET IN CONC. WON 25 IT M OF
AN EWD AVE ON PROLONGATION OF CL
HORIZONTAL NIA
2 16 20
- / /
DATE: 5��cl�T_
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MACARIO R. PERE DATE
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VERTICAL: N/A
R.C.E. NO.: 20604
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SRN 30-20-20
DM: COUNTY OF USANM DIEGO
57.989 DATUM
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DATE GATE
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196.97 ep 193.8P 793 (5 - cur
_ _ - _ - _ CUB PLUG AND ABANDONED 30' - 89.06�188. �. 3 / SHEETDISTRICT N LONER EY1517NG 3' PROPERTY LINE .................................................. - - - -
-c - -RCP WATER MAIN PER WAS XP-03_•r PLASTIC WATER MAIN PRIOR TO EP EP EP
T9383 192.5 ur 18�. ., 91f ASVXFSSARY ---___C- W RIACTIOl LOT LINE .._ ..............................................
T. SEINT M 1 - 18 .6 �t Ar17 82 ep -1/170.83 ROAD CENTERLINE .............................................. .
S ee w « 16 _ _ ec EXISTING BUILDING ... .... ... ... .... ..
T1241 170.2J2
70.7
T S
�{ PT123 A7FTR11A9A'89 PT 23317 `772 9 `PT12 2 EXISTING BLOCK WALL
•= ... • f e A,� 74.5 tr ++ 170 EXISTNG UTILITIES .. .. .. .. ❑
T 'K 19 .2 .. .. ,.. ;
+3. an 7959
EXISTING FENCE .. .. -ti ❑
t-iy6 7 93.53 16 6 0 -i6 806 a Jt + 170.70 EXISTING EDGE OF PAVEMENT. ... .. ... - - - -
38 a 6 18 7 4 It eJ 1725 ep EXISTING SPOT ELEVATION X183.33
c 93 40 '/ 9F.99-FS FS - - _ _ 175 8 (s
196.0619 b dcfen
°82 ME 19 �M 811tlo o bo 0 00 a �o o wa4'1� iL �- -- - - - -� -- EXISTING CONCRETE PAVEMENT/SIDEWALK ... ...
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wall coq 95 6 1 3.2 3q 5 °°°° S ° °°°° I 7
0 196.8 95 0 19 ° °8 °° °°° °°° 34 e3e°°° °aa o0°9 88 35"° 17
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wall °. °°°° °° °8°8° 8.12ff 888 °8 8 88888 °°88°°° SII 6
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197.54 N D f' 8°°8°888 888 ° °° °° °888°°°0°°° E7 = 58888°8°° ° 24 �9.4%�° .37TW ......... .....................
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SSIBIE LOCARON 30' WATER u 17'
197.52�p. °.°°8 °°. °°°°° °` °°°°°°° °°°°°° °°°°°°°°° ° 5. / NEW 4" PCC WALKWAY
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197.82 t ANSMISSIOV MAIN DNG. 8, ----- 2 ° °9&62 FS ° °°°°°° 9O°°°88 888888 w o0 06 2 Rio°er SCALE: 1"-10' ._...... .....................
°°°° ° ,.,.°°° °° °°°°°° ° wa ° 2.377E 1 '�, / n1,.4_
°° °°°°°°°°°°°° ° °°°°°°° 86507E °°F °E 1 NEW 4" PVC STORM DRAIN
MNER/CONIRACTQ2 USi PoiHGf TO 8 ° r °°°°° goo °FSj 000 °° °e �B®S°e° .70 FLOW LINE. DRAINAGE DIRECTION .................... .........
OCATE THE EXACT TION. B°0 °°°° °°° " °°°°°°°°° °°°°° --- "" fence NOTE: ANY WALL, FENCE OR COMBINATION THEREOF EXCEEDING 6 FL IN -j
ASEWAT OF WATER E PER DEED 8 ° 88° S=°°°°° ° ....__ °°°° ° 88°8° 5,° """� 3 1 06 eck HEIGHT AND FACING ANY NEIGHBORING PROPERTY OR VISIBLE FROM THE P ELEVATION BO'11 FS
9 EC3 07 950 BK 29, PG. 410 OF o °°° PLANTER 86.127E o�� °8poll,88° ,°°°° ° °8 mea °8°°° m ----- W_�r T 1 7. PUBLIC RIGHT -Or -WAY SHALL BE SUBJECT TO DESIGN REVIEW PURSUANT TO
PROPOSED ELEVA..._...................................
.6 bid car / r ° 8 88 88 °5 8 88° """""" °°� a 34 12' AREA DRAIN.....
/ - FF=194.10- ° ° °° ° 2 CAR GARAGE 1 CAR GARAGE ° 761171F- Ts b SECTION 2308040.A1 OP 1HE ENGNITAS MUNIGPAL CODE NHERE A MINIMUM """' """ ' "' -"
197.73 R. &DEED REC IO 1950 BK a B° T CAR GARAGE @ L stair
G. 79 OF O.R. TO I BY �$8 2 CAR GARAGE ° 11+1 - 76 3 177.7 2 FT. HORIZONTAL OFFSET IS PROVIDED, WITHIN WHICH SCREENING NEW 1 HP SUMP PUMP
ff-I94.10 8237TV/ 1
ND. 2 CAR GARAGE VEGETATION IS PROVIDED TO THE SATISFACTION OF THE PLANNING AN
BASEMENT-184.18
5 BASEMENT C!(
ence >z 88°8° 31.T _ °°° FF=19250 1 CAR GARAGE °Q ° °°So oq '\8 BUILDING DEPARTMENT, THE FENCE WALL MAY NOT BE CONSIDERED ONE NEW BIORETENTION BASIN .........PER DETAIL "4".. .........
1942,CU 1 1L- +a; 6U_______ P ( _ ° BASEMENT=180.00/18275 190.11 W 8837PN; k„I /
R N / 193. 9 EC/ BRICK B °o PAD=179.25/18L75 FF=19250 11 a FF=I9RBB 18825 181.07 �=/I8815181.07 # + -. NEW 18" % 18" RIP RAP
.69BLDGCOR 88 190.11 ° 377E CONTINUOUS STRUCTURE FOR THE PURPOSE OF MEASURING HEIGHT AND MAY
p F•C/ RICK BASEMENT 180.0)/18275 BASI:MENT=iBF.BB/177.25 BASI7IENT=IBi:BB/177.25 31 4.0 + _/ de BE EXEMPTED FROM DESIGN REVIEW FRONDED NONE OF THE OFFSET FENCES
198.20 .0 KF p3, OYE A§ 1 90.54 PAD=179.25/I81.75 PAD=18025 176.50 - T, \\ 1
88. 9 / PAD-180.25/176.50 6B-71PN {'91' + �6 3, OR WALL EXCEED 6 FT. IN HEIGHT PURSUANT TO SECTION 23.06.030.B.1. CONSTRUCTION NOTES
FSODOOR-i NE 84.387E �p 75\ 17 REMOVE EXISTING BUILDINGS, FOUNDATI S ,
198.25 x 643 NOTE ALL RETAINING AND OTHER FREESTANDING WALLS, FENCE$
1TF IT O ELECTRIC AND WET UTILITIES.
.13BLDGCOR _ _ . '�` 78.38 deck AND ENCLOSURES SHALL BE ARGniECNRALLY DESIGNED IN A O � 34 NEW AIR CONDITIONING UNITS.
.1 A L/ TAI f * �.97FS 17 6 2 EXISTING FENCE TO BE REMOVED. 2
198.23 1 8. 1 7 10+93.1 SFE SHEET737 MANNER SIMILAR l0, AND CONSISTENT MOH, THE URINARY 35 NEW SDG&E PULLBOX.
' � STRUCTURES (Fa STUCCO -COALED MASONRY, SPIJT-FACE BLOC( O EXISTING DRIVEWAY TO BE REMOVED.
SEE SHEET 9.46 `*, S •1HP+ 84'3 TW OR Slump STONE). THESE 17EMS SHALL BE APPROVED BY THE 4 EXISTING CONCRETE PAVEMENT TO BE REMO ,® NEW COMMUNICATION BOX.
7BLDGLINE/STAIR 82.7 92 5 78.38TA bidet PUNNING AND BUILDING DEPARTMENT PRIOR TO THE ISSUANCE Q
198.07 EX �L T RT A 3.7 •W 885 - ( 3t '0'49 THE BUILDING AND/OR GRADING PERMITS 5) EXISTING TREE TO BE REMOVED.
.3 BLDGLINE/STAIRS & _ g1.45TF . • 193.83 19379 92.54T5 11 9252 26' N FA RESIDENCE XJ PROTECT IN PLACE EXISTING POWER POLE.
194.90� (en e/N 11 TS TS 11 907 8861 90.0 7
.66LDG+.25COR /N 7 3.80 FS - S m O INSTALL 12" AREA DRAIN.
194.78� n 19263 # PERVIOUS PAVER PARKING AREA TO BE MAINTAINED BY PROPERTY 8
0.33 FS 11 0 �, ONNERS 8N ACCORDANCE NTH ENLHOACHMENT MAINTENANCE AMl 8 CONSTRUCT 5" CONCRETE PAVEMENT OVER APPROVED AB.
FS BS - 89.97F6 REMOVAL COVENANT.
.80 89.99 81.0V 9 INSTALL 6" SEWER LATERAL PER SDRSD SS-01.
EX. AIR 192.67 192.59 11 m 1C+7 DOU I
RELEASE LANDING 82.62 299„
ND FS I 72 SUMP RI9 85 72TW_.,or REG O! 10 CONSTRUCT TRASH ENCLOSURE PER ARCHITECTURAL.
VALVE IB21B 184.10 192.01 +w• ;✓ FS '� 80.98 7 M95TG 8572"ll it CONSTRUCT CONCRETE STAIR PER ARCHITECTURAL.
EASEMENT NOTES 05BLDG/+4.66 1ST VALVFx F$ F 7 184.15 F5 3 .•f glSUYPP 8 ck ENGINEER NOTE
1 EXISRNG WATER EASEMENT ON Idg `L 7 ** • `* 9 g�W2 0.52 DURING GRADING AND CONSTRUCTION OF THE SOUTHERLY WALL OF 72 INSTALL SUMP PUMP
IS 41 AND 4T PER DOCUM �4 .' ' 184.07 90.1 8255TG 1 LOT 37, SOILS ENGINEER AND CONTRACTOR NEED i0 ENSURE ALL 13 INSTALL 2" PVC PIPE
7 12 Id � 86.16FG
�C0.4DED ON MARCH. T, 1950 IN M B 23 TG 11 87A IF 13 ' 7 geogrid wall PRECAU71ONS ARE TAKEN TO STABILIZE ANY AND ALL 14 CONSTRUCT 18" X 18" RIP RAP.
�QOK 3529, PAGE 410 OF O.R. B '� ance tee 1 82.49TG . �,�� 61,17f5 11 79 7pp7F=_2 177.82 SLOPES/N•ALLS BEING AFFECTED
`OUITCAINE!) 8Y SDRD PER W i . • 18418 13 RISERS 8703 - - 15 CONSTRUCT BIORETENTION BASIN SEE DETAIL 4.
DOCUMENT' 1953 2 184.22 • ;� ' 11
all 'I ,1 BS 191.67 82.60FS 13 RISERS ®Y 843 TF 16 CONSTRUCT 4" A.C. PAVEMENT OVER APPROVED AB.
191. WALL 1 SEE WALL N07E-SPEGAL INSPECTION REWIFfD:
ECOR //6� 19 07 Si 87.8 TF
�- "_� - / f F WALL 2 IN SHEET A PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, 17 CONSTRUCT CONCRETE GUTTER. SEE DETAIL 3.
2 EXISRN0, WATER 42 PENT ON -. DE 17 13 DELI 7N' •.----t1EGC AS BULL AND OR GRADING PLAN SIGNOF MRICEVER MAY
AY
E LOTS 40, 41 AND 42 PER - - 1 1LS 89 7 13 �3 1 I J / 18 CONSTRUCT 6" WIDE % 16" DEEP FLUSH 0" CURB.
2 DOCUMENT OCTOBER TO I950 IN - 193.62 `r 1�1. DEGC 11 COME FIRST, THE ENGINEER TE RECORD SHALL FIELD IS LET' AND
BOOK 3833, PAGE 79 OF O.R. 1 - 3P 15 9 + 85 67FS VERIFY THAT THE SIGNED AND IMPERVIOUS SURFACE IS LESS 19 CONSTRUCT PERVIOUS PAVERS OVER APPROVED BASE SEE DETAIL 1 & 2.
stair �T4:1. 6 32 O _ THAN 10,000 Y. A SIGNED AND STAMPED INSPECTION REPORT
OUIiCIA1MED BY SEND PER - 9t33F6 5 1 r S 83047E 20 GRIND &OVERLAY EXISTING AC PAVEMENT.
DOCUMENT NUMBER 193.08.5 wall '=.83 C 15 - J 1 289 ' "22 5 5 - 22 L 5 2 15 22 eck SHALL BE PROVIDED R US ENGINEER FIELD ATED, THE IF IECT
��_ 7 183. Sc OR MORE OF IMPERWWS SURFACE IS CREATED, THE PROECT 21 EXISTING SEWER LATERAL TO BE PLUG AND ABANDONED AT THE PROPERTY ONE
REDBWI!'DI 4 POST -- 90.117E .{ 6' •,8I' 7 _ + 4 SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR 22
12' X 6' 12' % 6' .I DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND DUAL METER PER WAS
83 0A W70PURPOSES OF SLIANCE I QUALITY P TREATMENT AND SHALL OME
' Coco� 9G50FG 14 is 90.27FG � ,. 1 7 6F D 37 79 77,TF4A-- e i I .g INTO FULL COMPLIANCE MINE THE PROVISIONS OF TIHE NUDES m54 �-09 AT OWNER'S EXPENSE.
1s POST ,5 wall cor " F 14 y 7FG 1.2a PERMIT AND THE CITY OF ENGNITAS BMP DESIGN MANUAL 23 CONSTRUCT RETAINING WALL PER SDRSD C-2.
1 191. 121.62 MOVICURB ° °°°°° °°°° _°°°°
fs ° ° "...�"4 °° °° °°° °°°° °°° k z4 CONSTRUCT PERVIOUS PAVERS OVER APPROVED BASE SEE DETAIL 2.
CL GATE f 3 ,.,.�"" ° ° 7 °°° 888888 ° ° 's8 °8a8 40F $ 0
gp e
9 w x9
R 3
191.60 ° "°°°°" 90.93R 8°,° ° °°°°°° 8 °°° °888ffi8 cro°° °°° ° °°19 1 04
°°888�
""°. ,- °° 78 °°° °° °o°° ee 3T ° e 25 EXISTING MANHOLE AND AIR RELEASE VALVE TO BE REMOVED WATERLINE TO BE
FL 191.99 19 - $"°""" °�,.,.,.,.""""..°"°°a°"eB °°° °°°e"" = eee° °°°°°°°°° °°°a° °°° °°8 ° ° ° °.°° ,S COVER TIT �pRA7$14°� MAIN PER ON& 9343-I
10S fs-_�y-_-_ c_ _ " °° 88°Y """"" °°°°°°°"""•.""""""""°°° °°°°°°°° °°° °° °°=88°°°8 ° °°° * ' 26 ABANDONED. TION OF EXISTING DECK.
19L10' 191.08 19� 9 RCtl B I " 1 "E 190. 4 1 8 8 2 REMOVE POR
cp } 9098S $- _ oa +r 18 - ,* nc' S S S S 27 REMOVE PORTION OF EXISTING GEOGRID WALL
191-08 `� PO 18 16 I81 `780. 28 REMOVE EXISTING WALL
E%HST. EDGE 9 2
cl rd $ C ATCH 29 A' - - �SENER MAIN CONSIRUCTIOi
t/-191.33 N cl rd cl rd PAVEMENT 20 16 8308 FS" 4 5Fi9 C8NPR01£MENT AM7IdVPN-1�-30 29 INSTALL 8" SEWER MAIN PER SDRSD SP-02 (SEE PUBLIC IMP. PLAN 13126-I).
19L23 1 .99 �790.7 //9�\ �p T cl r 20
PT120 PT1207 PT1208 'V PT122o- `A-F7�. 2 T1210 189. P 1 11 18 57 413 Is 9bN 30 INSTALL SEWER MANHOLE PER SDRSD SM-01 (SEE PUBLIC IMP. PLAN 13126-I).
_ �5_19i - 190.9955 r,,,�,� - _ ,�,e„ _ r cl PT1212 cl d 17 '..r,, PT1215 31 CONSTRUCT RETAINING WALL PER STRUCTURAL PLANS.
1 pig 1 +7Anag nail w +C-18 .48 3 97 17$ ?5 ' 32 CONSTRUCT 6" PCC CUTOFF WALL.
SURVEY MONUMENT TO BE ep EMST. EDGE OF ep 189.08 3 ASBUILT G all r t OCARON OF EXIS7MIG 33 CONSTRUCT RETAINING WALL PER SDRSD C-4.
e PROIECTE� W PLACE _ - - _ - 1c (91.1 1 PAVBAEHIT _ _ e ep 180.80 MAINCH CP PER SOXD 37 ADDED WALL
ro+ L4122--------�- 131 L_---_-_
'I-- - - - ep � ep �p� p�� /}�-_ep shiner - - }r-ig9g1. _ - jb w shere HST. G OF MARKW INSTALL LARGE COBBLE OR VEGETATION ON 38 ADDED CN BOX
°y 10 tr190'dT� 190,90 ajb 4 p-- - '1"- = 9 18 49 N ep ep OVERFLOW EDGES TO ENSURE EROSION GOES
1 AS$U190.56 cP 189.18 ep � e - - - - ,11 T_+183_81 NOT OCCUR i0 THE SATISFACTION OF THE CITY Q
`V 190.20 187.39 ep ep ep
AVENUE 1 6.53 ---- 4#may 81.38-_-_-_�-+�178.47------ INSPECTOR AND ENGINEER OF WORK
NOTE: ALL SERVICE ONES TO THE SUBJECT DROUGHT TOLERANT 2' HARDNYgD MULCH/GRASS COVER
BUILDINGS SHALL BE CONSTRUCTED (CASCARA 5' X 10) PLANTS (7YP.) OR CITY APPROVED EQUIVALENT�
UNDERGROUND.ROW
SAWCUT l l 3 1/8"(8M) THICK ORCO 2% c - ----r�/i�i�\ter r/i✓�\\//•
VARIES DO' - I PAVERS (CASCARA 5' X 10i) 6'X16' PCC
I �1
T EXIST. AS PAVEMENT 25' 4.5' NOTES VOID FILLER -1/8' 70 3/B' FLUSH CURB 3• T ` ri Zi ....'..........y�...... -- .r��i��i. SUMP PUMP
ALL AGGREGATE MUST BE CLEAN AAHED AND FREE OF FINES (N0.8) AGGREGATE IN VOIDS
�� �! III=11I=11I=11I-I ^ram'
NEW 4' AS PAVEMENT - /W -
OVER APPROVED BASEI I (SAND, SILT, ETC) -
SEAL JOINT BEDDING COURSE - 2' (HICK OF 1.5, 1.5, 1/2" RADIUS (TYP.) i III i r< 2*SEE N42 0 BELOWER ERED SGL
-THE PAVERS SHALL N07 BE SEALED ONCE THE W10 FILLER HAS 1/8- TO 3A' 11 B) AG'GREGA7E A.C. PAMNO A.C. PAVING IIC$]IC71 E71E r
6'X16' PCC II�I�I�I
RUSH CURB BEEN MOOED 1�2•
N
Vim•- 18' PER VARIES -EACH COURSE SHALL BE WBRATT7RY COMPACTED BEFORE RANCHOKER COURSE - 4' 7HIC OF 2" WEAKENED!---,,��/� 2" LAYER OF J" GRAVEL
OD AC PLACEINENT OF NEXT COURSE 3/6' TO 1/2' (NO 57) CRUSHED ROGI-4" r ,.�
_ -NO IMPERWOUS LINER OR FILTER FABRIC IS ID BE USED PLANE JOINT r �+E 12" DYER CV•0'" GRAVEL
SEE PERVIOUS PAVERS-SUBORAIN APPROVAL
REWIRED FOR USE IN HIGHLY EXPANSIVE SGL MORp5HE0 R1CK 0CKOP 3/4'�8' O1C- 3250 THICK PCCi����r!Q%�ri.����r�rQi�ri��r/i� NOTE BELOW
GLAND k OVERLAY NEW Al DETAIL I SOIL STIBGq r rr rr SU13GRADE SHALL BE * BIC RETEN ION ENGNEERED SOIL' LAYER SHALL BE MINIMUM 24' DEEP 'SANDY LOAM' SOIL MIX WIN NO MORE THAN 5%GAY
EXIST. AC PAVEMENT e
rr COMPACTED TO 95% ASE MATERIAL PER CONTENT. THE MIX SHALL CONTAIN 50-BOX SAND, 10-JOX FREE
OF OR HARDIHOOD MULCH, AND ZO-30X TOPSOIL FREE OF
I°I1=1 1=1 1=I I1=I v - ° l,� �� O RELATIVE TO A DEPTHPOFn COMPACTION
C-EOTECHNICAL ENGINEER'S STONES, STUMPS, ROOM OR SIMILAR OliEC75, AND ALSO FREE OF NOXIOUS HEEDS.
- - - � O CONCRETE GUTTER RECOMMENDATIONS '"' j' CRUSHED ROC( LAYER SHALL BE A MINIMUM OF 12' BUT MAY BE DEEPENED TO INCREASE THE WNTILTRABON AND STORAGE
ABILITY OF THE DETAIL THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZEDON BASED CALCULATION.
C4:OIEXTILL AS REQUIRED TYPICALLY, THE SURFACE AREA OF THE GOREVNTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAW NG TO IT. ALL BIOIPEIMW N
PERVIOUS PAVERS DETAIL SECTION PLANTERS TO BE DV7 RESSED AT LUST Li' BELOW ADJACENT FINISHED SURFACE.
SOIL SUBGRADE 1 CAMBRIDGE AVENUE SECTION NDT TO SCALE 3 NOT i0 SCALE 4 BIORVENRON AREA DETAIL
Ni SCALE
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT IDESIGNED BY: DRAWN BY: CHECKEYllpD BY: ENGINEERI G DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
ASIR _ DESCRIPTION. 1/2- IRON PIPE PLANS PREPARED UNDER SUPERVISION OF RE: APPROVED. GRADING PLAN FOR.
Al AIR CQNDITONIING UNIMS LOCATION: 1/2' IP SET IN CONIC. MON 25 FT CL OF HORIZONTAL: 1110' 2/18/20 DATE: 5 /
ASB s 10 19-ADDED AIR CONDITONING UNITS SAN BA AVE ON PROLONGATION OF CL T i .M �C= 2326 CAMBRIDGE AVENUE (APN 261A94-32) -LOTS 40 THROUGH 42 13126-G
OF KIUO=NNE DR. MARKED 8H STEEL. FENCE ACARIO R. EREZ DATE 3 t AK H8 R
3 BUILT 2 18 20-REVISED FF k BASEMENT ELEVATION SRN 0-20-20 VERTICAL' WA LLL (((IIAUU���,��� R.C.E. NO.: 20604 7 I�-I 7 n �n 2341 CAMBRIDGE AVENUE (APN 261-094-07) - LOTS 37 THROUGH 39
ADDED WALL, SDGNE PULLBOX, CN BOX. RECORD FROM: COUNTY OF SAN pIEGO SRN 10-20-20 MACARIO R. PERFZ DATE DATE
ELEVATION: 57.969 DATUM: REVIEWER INSPECTOR SENIOR ENGINEER EXP.: 09 /30/17 PLANNING CASE NUMBERS: 15-262 DR/CDP 15-263 DR/COP & 16-005 V/DR/CDP SHEET 2 OF 6
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LOT 4 ROJECT SITE It IL R
LOT 42 LOT 41 LOT I40 I LOT 39
__. 25.WJ.25.00
I I I
PROPOSED BUILDING
I FF=19 .10
S10' 5.07' S07' PROPOSED BUILDING PROPOSED BUILDING
1" EXIST. GROUND RETAINING ALL=192.50 FF=192 50
-_-_-_; NEW CONCRETE_ _ -LEW I-...- _.._ _
NEW RETAINING WALL PER- -_-WAIKKWAY - - - - W CONCRETE NEW CONCRETE - I N RETAINING WALL PER
/ NEW CON C-4 W/ WOOD FENCE
1 W WOOD FENCE WALKWAY NEW CQVQRE7E
WALKWAYI
BASE ENT
FF 184.18 I BASEMENT
PAD 183— — AD1 1181 75 — — —
— U _
it
CHANGE
SECTION A -A
LOT 39
7.50' 2218'
—_
i
I
NEW 3' WIDE
I
I851'
CONCRETE GUTTER
I•'4:AC
PAVEMENT OVER
APPROVED BASE
PROPOSED BUILDING
FF=192.50
GU,LRMSNPASSING LANE
OOE...
�RiW
PERVIOUSNEW
I
PROPOSED GARAGE
EXIST.
&pRE7ENTI0N
- PAVERS
— —
BASEMENT
I
BASEMENT
FF=180.00
FF
181.75
PAD-179.25
®PAD=181.7
—
SECTION C-C
82.371 -NEW RETAINING WALL
PER STRUCTURAL PLAN
EXIST. GROUND SHEETS 5 & 6 IN
BUILDING PERMIT SET
easnNc GEOLwm WALL
SECTION F-F
DESCRIPTION APPROVED DATE BENCHMARK SCALE
SED FT & BASEMENT ELEVATION DESCRIPTION: 1/2' IRON PIPE
LOCATION: 1/2" IP SET N GONG. MON 25 FT CL OF
S72N JO-20-20 SAN ELM AVE ON PROLONGATION OF CL HORIZONTAL: 1"=10'
OF KILKENNY DR. MARKED BY STEEL FENCE
VERTICAL: WA
RECORD FROM: COUNTY OF SAN DIEGO
ELEVATION: 57.969 DATUM: Tb)IM
Ft
OR
LOT 38
LOT 3
- -
I
I
PROPOS
D
BUtLDING
190.11 FF=
NEW GUARDRAIL
----PER ARCH.-PLAA
NEW CONCRETE
NEW CONCRETE
•• WALKWAY
WALKWAY EXIST. GROUT
D
1 189.50FS
— —'.-- -F
11 _. _
I
PORnGN OF
BASEMENT
EXIST DECK TO
181 07 FF=781:98
8E REMOVED
PAD=180.25
EXIST GEOGRID WALL
TO BE REMOVED
0
AS -BUILT
L
C]
ALLEY ROJECT SITE
1500' I
S17'
200 / /
I
265,
- 750'
-=
24.07'
_.
-
INEW 3'M�DE__.-
HIS 717E EATST.BUIIDING
CONCRETE GUTTER
4"AC PAVEMENT OVER
TAINING WALL PER
I
APPROVED BASE
URAL
PLAN
EXIST POWER POLE
-5
& bJN- _
�.
- JOO' PASSRG LANE START
G PERMIT SET
(171721
I
AT LOT 41
I
-NEW PERVIOUS
i PAVERS
EMAIN
LOT 38
V 3 WADE CONCRETE GUTTER I
R
F PROJECT SITE 1CAMBRI
LOT 42 I
murux COIWINV
FF=194.10
PROPOSED GARAGE
EXIST GROUND NEW GROUND I
BASEMENT
FF=184.18
' PAD=183,43
R.
i PROJECT SITE tCAMBRICE
I
NEW PERVIOUS PAVERS PER
16 9' DETAIL 1&2 91 ET f2
CPA
MENOpFR
PROPOSEDBIII_LDING
3
__'-i
)ROVED
RASE -
y _____-
__. _
FF=}9B:BB 190.11
- -NEW-i`AC
PAVEMENT
I Meal i PASSGNG LANE
8"GR8
EXIST. GROUND
NEW
tr OWE AY
NEW PERVIOUS
PROPOSED GARAGE
I -PAVERS—
-.,
— —— — _ _ _
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.
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BASEMENT
I
BASEMENT FF=i89:99181.07 ADDED WALL
FF=177.25 PAD=179.25
--PAO.S7L54-
IS I
SECTION D-D
ml®
LOT 37
A
PER
PROPOSED. BUILDING
_..�
FF=19@O6
2'Do'
190.11
NEW GUARDRAIL
NEW CONCRETE
�� ARCH. PLAN
18837TW
WALKWAY
I IRZJ71F
FS=18&29
-
18237TW---
176J7
F
EXIST. GROUND -
NEW RETAINING WALL'. PER
/ STRUCTURAL PLAN SHEET 5 tr
BASEMENT
tSET
FF=177.25
EXI WALL 4
FF-=T76.50
70-&EREMOVED- --
'..-
.. 178.46fG
SECTION E-E
200
06
2800' 18W
0
190 PROPOSED SURFACE o BacK of wut py Ll
_WALL-1
j w
- 8304 WALL-2 e z WALL-2 i b
g�'� WALL-1 82.37TW
180 ----- _ _._ - _.- -...8 .IiALL-r - —. — _ EXIST GROUND , J —_- o
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TOP m FOOTING
NEYISlGROs$9nUD 0 FACE b O
FRWeOALL aa
170 — r
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W w
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W Q
160
10+00 10+25 10+50 10+75 11+00 10+25 10+50
WALL 1 & 2 PROFILE (LOT 37)
SCALE: HORZ. l" = 10'
VERT.. 1" = 10'
oeslcNEo BY oRais rm Bv: cHEC p BY. EVGINEER!PG DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
PLANS PREPARED UNDER SUPERVISION OF REC E APPROVED: SECTION &PROFILE:
DATE. i17�'�, 2325 CAMBRIDGE AVENUE (APN 261-09432) - LOTS 40 THROUGH 42 13126-G
jMA � R.C.E.91 117 E -77 2341 CAMBRIDGE AVENUE (APN 261-094-07) - LOTS 37 THROUGH 39
:0-20 MACARIO R. PEREZ EXP.: 09 / 30 /17 GATE —� DATE
EER PLANNING CASE NUMBERS: 16282 DR/CDP 15-263 DR/COP 8 16-005 VIDRICDP SHEET 3 OF 6
LD E V-011749-2016
Crushed aggregate greater than 75 mm S S
(3 in) but smaller than 150 Tim (6 in)
Filter fabric
Original
0 0 0 grade
Innspecified
mm by in) Min, unless otherwise
specified (1 a soils engineer
SECTION
RIT jF
F\A
f
the largest construction vehicle tire,
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Existing
Grade PLAN
NTS
STABILIZEDof
-
ENTRANCE
AGS I
l!� 2 BGRAVELBAGS (TV)
III=IIIII -- 1�11=11=fll-III- _ _ _
TW. SEC nON
TYPICAL GRAVEL BAGS BERM (SC-6)
N. T.S
43
S
11 SC-10I
SC-6
SC-1
MAP 11298
-------------
TC-1
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ASBUILT
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g FF=190.00/18825 ff=t90.0 88NOs
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10 M:PA0=180.2s
PAD=180.25/176.50 /I76.50
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ASBUILT
SC-6
SC-1
BMP LEGEND:
WM-1 MATERIAL DELIVERY & STORAGE
WM-5 SOILD WASTE MANAGEMENT
WM-6 CONCRETE WASTE MANAGEMENT
WM-9 SEPTIC/SANITARY WASTE MANAGEMENT
SC-1 TEMPORARY SILT FENCE
SC6 TEMPORARY GRAVEL BERM
SC-10 TEMPORARY DRAIN INLET PROTECTION
TC-1 TEMPORARY STABILIZED CONSTRUCTION
ENTRANCE
1. SET POSTS r EXCAVATE A 2. STAPLE THE FILTER
6 INCH BY 6 INCH FABRIC TO THE FENCE.
TRENCH UPSLOPE FROMD
ALONG THE LINE OF POSTS.
00o I
6' MAX.
W
u�p
61
3. EXTEND THE FILTER FABRIC INTO 4. BACKFILL COMPACT
THE 6" x 6" TRENCH. THE EXCAVATED SOIL.
III I FILTER FABRIC I
j =III=III=III=1 --II
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SILT FENCE DETAIL
N.T.S.
NOTE: THE SILT FENCE SHOULD BE SUPPORTED BY A WIRE MESH IF THE FILTER FABRIC
DOES NOT HAVE SUFFICIENT STRENGTH AND BURSTING STRENGTH CHARACTERISTICS
(AS RECOMMENDED BY THE FABRIC MANUFACTURER)
MIN GRAM
S S-
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
I inch = 10 It
PLAN VIEW
" L—GRAVEL FILLED GRAVEL BAGS
FUNDING !EIGHT ARE STA04•:G TIGHTLY
SPILLWAY INLET CUT SLOPE
E
SECTION A - A
NOTES:
I.PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS
WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF.
2.GRAVEL BAGS, OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED
WITH GRAVEL, LAYERED AND PACKED TIGHTLY.
3.LEAVE ONE GRAVEL BAG GAP IN THE TOP
ROW TO PROVIDE A SPILLWAY FOR OVERFLOW.
4. INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT. SEDIMENT
AND GRAVEL MUST BE REMOVED FROM THE TRAVEL WAY IMMEDIATELY
CATCH BASIN SEDIMENT BARRIER (GRAVEL BAGS
N.T.S
CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT "'°^Fyn "' ENGINEER_ G DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO.
ASBUILT 2-11-1 DESCRIPTION: 1/2' IRON PIPE PLANS PREPARED UNDER SUPERVISION OF REC APPROVED: EROSION CONTROL PLAN FOR:
ASBUILT 5/10/19 LOCATION. IP SET IN CONIC. WON 25 FF CL OF HORIZONTAL 1" 10 2 1g 2p DATE' `1 1mr?
ASBUILT 2/18/20 SRN 10-20-20 sw Eao AVE ON PRaoxranpN aF GL 1 / -1 -7 2325 CAMBRIDGE AVENUE (APN 261-094 32) -LOTS 40 THROUGH 42 13126-G
OF gL10=I1NY DR. MARKED BY SIE71 FENCE VERTICAL WA MACARIO R. PEREZ DATE // -/'- R.C.E. NO.: 20604 M ow /' R iLON�i
P'�• NNN-""^^\�� 7-gyp. 9r ry r 2341 CAMBRIDGE AVENUE (APN 261-094.07) -LOTS 37 THROUGH 39
RECORD FROM: COUNTY OF SAN DIEGO $RN 30-20-20 MACARIO R. PEREZ DATE DATE n
ELEVATION: 57.969 DATUM: NAV096 REVIEWER INSPECTOR SENIOR ENGINEER EXP. 09130 /17 PLANNING CASE NUMBERS' 15-262 DRICDP 15-263 DR/CDP A, 16-005 V/DR/COP SHEET 4 OF 6
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LDEV-011749-2016
GENERAL
I. ALL MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM TO MINIMUM STANDARDS OF THE
201b EDITION OF THE CAUFORNIA EUILOIN& CODE (CBW AND ANY OTHER REGULATORY AGENCIES WHO MAY
HAVE AUTHORITY OVER ANY PORTION OF THE NOW.
2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND 517E CONDITIONS PRIOR TO THE START
OF CONSTRUCTION AND NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR INCONSISTENCIES
THAT ARE FOUND. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE
DRAWINGS.
3. WERE NO CONSTRUCTION DETAILS ARE SHONN OR NOTED FOR ANY PART OF THE WORK THE DETAILS USED
SHALL BE THE SAME AS FOR THE OTHER 51MILAR WORK.
4. WHEN A DETAIL 15 IDENTIFIED AS TYPICAL, THE CONTRACTOR 15 TO APPLY THIS DETAIL IN ESTIMATING AND
CONSTRUCTION TO EVERY LIKE CONDITION WET ER OR NOT THE REFERENCE 15 REPEATED IN EVERY
INSTANCE.
S. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. CONTRACTOR SHALL
PROVIDE TEMPORARY BRACING AND SHORING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL
FINAL CONNECTIONS HAVE BEEN COMPLETED.
6. WORK PERFORMED IN CONFLICT WITH THE STRUCTURAL ORANIN55 OR APPLICABLE BUILDING CODE
REQUIREMENTS SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR.
STRUCTURAL DESIGN CRITERIA:
I. SEI5MIC PARAMETERS:
OCCUPANCY CATEGORY:I
517E CLASS: D
SEISMIC GROUND MOTION VALUES:
MAPPED ACCELERATION PARAMETERS:
50 = 1.119,
E) = 0.456
SITE COEFFICIENTS:
Fa = IDS,
Fr = 155
DES16N SPECTRAL ACCELERATION PARAMETERS:
Sy = 0.81,
Sm = 0.41
IMPORTANCE FACTOR I = IA
SEISMIC RESPONSE COEFFICIENT: Cy = 0.115 W
FOUNDATION:
I. A 5U.5 M.Rf WA5 flfMflO FO Ob INACLf BY "ALLIED EARTH TECHNOLOGIES', DATED 10/05/2016, DOOM RE `000 MA lE
IOW O RECOMMENDATIONS ON THE PROJECT 6WTECHNIGAL ENGINEER.
2. MAXIMUM 501L PRESSURE: 2000 PSF FOR DEAD LOAD PLUS LIVE LOADS. THE ALLOWABLE SE.ARIN6 VALUE
MAY BE INCREASED BY 400 PSF FOR EACH ADDITIONAL 12" OF WIDTH OR DEPTH, UP TO A MAXIMUM VALUE
OF 5200 FSR THE ALLOWABLE BEARING PRESSURE MAY BE INCREASE BY ONE THIRD WHEN CONSIDERING
LOADING OF SHORT DURATION 5" AS HIND OR SEISMIC FORCES.
3. FOOTING, SHALL EXTEND A MINIMUM DEPTH OF I'-b" BELOW FINISHED GRADE AND SHALL BEAR ENTIRELY ON
PROPERLY COMPACTED SOILS OR NATIVE SOILS.
4. SPECIAL INSPECTION AND TESTING 15 REQUIRED IN ACCORDANCE NTH SECTIONS 1104, 110E AND 1108 OF THE
CALIFORNIA BUILDING CODE AND THE STATEMENT OF SPECIAL IWRWT10NY ON THESE CONSTRUCTION
DOCUMENTS.
5. ANCHOR BOLTS, DONE-5 AND HOLDONN ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION
INSPECTION.
6. 5LA55 ON GRADE THAT RESTRAIN THE BOTTOM OF RETAINING NALL5 SHALL BE IN PLACE PRIOR TO
BACKFIl-UN& OF THE WALL5.
1. STRICIURES SPANNING OVER CUT/ FILL TRANSITION SHALL BE FOUNDED AS SPECIFIED IN THE GEOTEOHNIGAL
INVESTIGATION REPORT.
8. RETAINING HALL DE516N PARAMETERS:
SOIL BEARING CAPACITY = 2000 FSF
COEFFICIENT OF FRICTION = 035
RETAINING 1441.1-5 (PAS = PA A P,d:
ACTIVE PRESSURE (PA)
- WITH LEVEL BACKFILL = 55A POP PLUS SURCHARGE MR NOTE BROW
- WITH 2:1 SLOPING BACKFILL = 50D PCF
PA651VE PRESSURE
- 300 PCF, 300 PCF MAX (SEE NOTE B)
PRESSURE DUE TO SEISMIC
- PAE = 12H
NOTES:
A. A SURCHARGE LOAD FOR RETAINING AND RESTRAINED WALLS MAY BE A55UlEO TO BE EQUIVALENT TO A
UNIFORM HORIZONTAL PRESSURE OF COO PSF 15 IN ADDITION TO THE EQUIVALENT FLUID PRESSURE GIVEN
ABOVE.
B. THE UPPER 12 INCHES OF MATERIAL NOT PROTECTED BY FLOOR SLABS OR PAVEMENTS, SHALL NOT BE
INCLUDED IN THE OM16N OF LATERAL RESISTANCE THE ALLOWABLE LATERAL RESISTANCE CAN BE TAKEN
AS THE SUM OF THE FRICTIONAL RESISTANCE AND THE PASSIVE RESISTANCE. TOTAL RESISTANCE FA551VE
DOES NOT EXCEED TWO-THIRDS OF THE TOTAL ALLOWABLE RESISTANCE.
C. Hy, = 14 PEAK GROUND ACCELERATION = )5 Ops/25) = 0.1629
H = TOTAL WALL HEIGHT
9 = TOTAL UNIT HEIGHT OF SOIL = 110 POP
am
I. CNAEO AMU. HAVE A MINMM GOMPRE551VE STRENGTH IN 26 DAYS OF 2500 PSI NTH TYPE II PORTLAND
CEMENT, LOW ALKALI.
2. ALL REINFORCINS BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BE FELL SECURED IN
POSITION PRIOR TO PLACING CONCRETE.
5. CONDUIT, PIPES OR DUCT5 SHALL NOT BE PLACED IN CONCRETE COLUMNS, WALLS, SLABS OR CONCRETE
TOPPI146 FILLS UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINS5 OR APPROVED IN WTIN6
BY THE ENGINEER SEEVES FOR OPENINGS IN CONCRETE SHALL BE INSTALLED BEFORE PLACING
REINFORCING, AND SHALL NOT BE CUT LNLE55 APPROVED IN WRITING BY THE ENGINEER
4. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS FOLLOWS "LESS OTHERWISE NOTED ON PLANS,
SEE -/-).
A. CLASS B AS DEFINED IN ACI 318.
5. WALL5 AND COLUMNS SHALL BE Dore W FROM THE SUPPORTS WITH BARS OF THE SAME SIZE, GRADE AND
SPACING, UNLESS OTHERWISE NOTED. SPLICE CONTINUOUS WALL OR COLUMN REINFORCEMENT PER -/- (CLASS B)
UNLESS OTHERWISE NOTED.
6. TYPICAL CONCRETE COVERAGE OF REINFORCING:
CONCRETE CAST AGAINST EARTH................................................................ 3"
EXPOSED TO EARTH OR WEATHER ......... N6 AND LARGER ....... -............ 2'
#5 AND SMALLER .................... W
UNEXPOSED COLUMNS, BEAMS AND GIRDERS ............................................. U5'
SLABWALL AND JOISTS ........................ ..................... ........................-............
1. REINFORCEMENT SHALL CONFORM WITH ASTM A615, GRADE 60. WELDED REINFORCEMENT SHALL CONFORM
WITH ASTM A106, GRADE bO.
E. WERE WE PINS OF REINFORCING BARS 19 APPROVED BY THE STPo)CTURAL E461NEM IT SHALL BE DONE BY
AYS CERTIFIED YELPERS, USING E40XX OR APPROVED ELECTRODES. ALL NE.DIN6 SHALL CONFORM TO ANUS
121.4 (LATEST EDITION). ONLY GRADE A106 REBAR SHALL BE WELDED.
9. CONCRETE CONSTRUCTION SHALL CONFORM WITH CHAPTER 19 OF THE CALIFORNIA BUILDING CODE AND TO THE
PROVISIONS OF AGI 916, LATEST EDITION.
10. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE KITH SECTIONS 1104, 1101 AND 1105 OF THE
CALIFORNIA BUILDING, COVE AND THE STATEMENT OF SPECIAL INSPECTIONS" ON THEE CONSTRUCTION
DOCUMENTS.
Oat
11. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C 55.
12. AGGREGATE FOR LIGHTPEISHT CONCRETE SHALL BE EXPANDED SHALE TYPE AND CONFORM TO ASTM C 330.
13. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE
EN61NEEK MIX DESIGN METHOD FIELD EXPERIENCE OR TRIAL MIXTURES) IN ACCORDANCE WITH ACI 31b,
SECTION 5.4 AND CBC SECTION 1405A.4 SHALL BE USED TO PROPORTION CONCRETE.
14. FLY A514 SHALL BE LIMITED TO NO MORE THAN THE FOLLONRS PERCENTAGES OF THE TOTAL HEIGHT OF
CEMENTITIOUS MATERIALS IN THE CONCRETE, UNLESS OTHERWISE NOTED. FLY ASH OR OTHER POZZOLAN
SHALL CONFORM TO ASTM C 618 FOR U A55 F MATERIAL (CLASS C 15 NOT PERMITTED).
COLUMNS AND WALLS .... ...............-................................. .__.._....... _..... 15%
FOUNDATION5............................. -......... _...-__.._........... -....................... 15%
SLABSON GRADE ........... ....................... .................... -._....... ................. 15%
15. PROJECTING CORNERS OF 5LA135, BEAMS, WALLS, COLUMNS, ETC., SHALL BE FORMED WITH A 4!' CHAMFER
UNLESS OTHERWISE NOTED.
16. CONSTRUCTION OR CONTROL JOINTS IN SLABS ON GRADE AND U&HTNEI&HT CONCRETE FLOOR TOPPINGS
SHALL BE PROVIDED AS INDICATED. THE LOCATIONS OF JOINTS NOT SPECIFICALLY INDICATED SHALL BE
REVIEWED BY THE ENGINEER AND APPROVED BY THE ARCHITECT, WHERE POSSIBLE JOINTS SHALL ALIGN WITH
RE-ENTRANT CORNER5 OF THE SLAB OR TOPPING,
IT WHERE CONCRETE IS PLACED AGAINST EXISTING CONCRETE SURFACE5, THE EXISTING CONCRETE SURFACES
SHALL BE THOROUGHLY GLEANED AND ROUGHENED TO A MINIMUM AMPLITUDE OF X INCH, A CONCRETE
BONDING AGENT SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACE.
16. CONDUIT, PIPES OR DUCTS SHALL NOT BE PLACED IN CONCRETE COLUMNS, HALLS, SLABS OR FOUNDATIONS
UNLESS SPECIFICALLY INDICATED ON THE STRUCTURAL DRAWINGS OR APPROVED IN NMUTING BY THE
ENGINEER. SLEEVES FOR OPENINGS IN CONCRETE SHALL BE INSTALLED BEFORE PLACING REINFORCING, AND
THE REINFORCEMENT SHALL NOT BE CUT UNLESS APPROVED IN WRITING BY THE ENGINEER.
19. ANCHOR R005 EMBEDDED IN CONCRETE SHALL CONFORM TO ASTM F 1954, GRADE 56, UNLESS OTHERWISE
NOTED. NUTS FOR ANCHOR RODS SHALL CONFORM TO ASTM A 563, GRADE A HEX (HEAVY HEX WHERE ANCHOR
ROD DIAMETER IS GREATER THAN LWZ'),
RRFINFORCED CONCRETE MASOIrW:
I. CONCRETE BLOCK UNITS SHALL BE OPEN-END TYPE UNITS, MEDIUM WEIGHT AND SHALL CONFORM WITH 2O16
C56 SECTION 2103, TYPE I, N'm z 2000 PSI, AND THE FOLLONING STANDAR05:
- ASTM C 90-16, 5TANDARD SPECIFICATION FOR LOAD -BEARING CONCRETE MASONRY UNITS
- ASTM G 140-16, STANDARD TEST METHODS FOR SAMPUN9 AND TESTING CONCRETE MASONRY UNITS
2. ALL CELLS SHALL BE GROUTED SOLID. UNITS SHALL BE LAID A MAXIMUM OF 5'-0" BEFORE 611OUTINS.
CLEANOUf HOLES SHALL BE PROVIDED AT THE BASE OF ALL GROUTED CELLS FOR LIFTS OVER 6-0" HIGH.
GROUT SHALL BE MECHANICALLY VIBRATED.
S. GROUT CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE FOR NOT LESS THAN)4' OR MORE THAN
114' BELOW THE TOP OF THE UPPERMOST UNIT 6RCl/fW. HORIZONTAL STEEL SHALL BE FULLY GROUTED IN AN
UNINTERRUPTED POUR
4. HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM UNITS WITH A MINIMUM 6ROJT COVER OF 1"
ABOVE STEEL FOR EACH &ROUT FOR.
S. MORTAR SHALL BE 1,800 P51 "TYPE S' PER 2016 CEC.
b. GROAT SHALL BE 2000 F51 MINIMUM PROPORTIONED I CEMENT: 2)'a TO 3 SAND: I TO COARSE AGGREGATE.
T. REINFORCEMENT SHALL COMPLY WITH ASTM A615 GRADE 60, ASTM A106 GRADE 60 AT WELDED REBARS,
8. BOLTS SHALL NAVE In MINIMUM GROUT SURROUNDIN6 THE BOLT.
9. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS FOLLOWS RUNLESS OTHERWISE NOTED ON PLANS,
SEE -/-).
A. 48 BAR DIAMETERS OR 24' MNIMUM FOR #6 4 SMALLER.
B. 60 BAR DIAMETERS FOR M1 R LARGER
10. MASONRY CONSTRUCTION SHALL CONFORM TO CHAPTER 21 OF THE CALIFORNIA BUILDING CODE AND THIS
602-13 / ACI 550.1-15 / A5CE 6-15.
It. CONDUITS OR PIPES SHALL NOT OCCUR IN SAME CELL AS REINFORCING, BARS.
12. MASONRY UNITS SHALL BE PLACED IN A RUNNING BOND PATTERN, UNLESS OTHERWISE NOTED.
15. ANCHOR RODS EMBEDDED IN MASONRY SHALL CONFORM TO ASTM F 1554, GRADE 56, UNLESS OTHERWISE
NOTED. NUTS FOR ANCHOR RODS SHALL CONFORM TO ASTM A 563, GRADE A HEX (HEAVE' HEX WERE ANCOR
ROD DIAMETER 15 GREATER THAN IIV).
STATEMENT OF SPECIAL INSPEGTMONS:
I. WHERE CONTINUOUS SPECIAL INSPECTION 15 REQUIRED, THE SPECIAL INSPECTOR SHALL CONTINUOUSLY
PROVIDE FULL-TIME VERIFICATION OF THE WORK
2. NciRE PERIODIC SPECIAL INSPECTION 15 R50IRED, THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY
PRESENT DURING THE WORK N32E PERIODIC INSPECTION 15 INDICATED. AS A MINIMM, PERIODIC SPECIAL
INSPECTION SHALL OCCUR DAILY.
3. SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF THE CBG CHAPTER 11 AND SHALL BE PERFORMED
BY A QUALIFIED INSPECTOR OR TESTING AGENCY, RETAINS BY THE OWNER AND APPROVED BY THE BUILDING
OFFICIAL TO ALT AS A SPECIAL INSPECTOR THEY SHALL PERFORM INSPECTIONS PER CBG SECTIONS 1104,
110E 4 1T08.
4. THE SPECIAL INSPECTOR SHALL CONTINUOUSLY INSPECT THE INITIAL INSTALLATION OF EACH TYPE AND 517E
OF ADHESIVE ANCHOR BY EACH INSTALLER. SUBSEQUENT INSTALLATIONS OF THE SAME TYPE AND SIZE OF
ANCHOR BY THE SAME INSTALLER MAY BE PERFORMED ON A PERIODIC BASIS.
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EA�T��I�I�TI��:
A THE CONSTIE.10TION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY
CEO. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANKS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR
THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A GITYS BUILDING INSPECTOR SPECIALLY
INSPECTED WORK WHICH 15 INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE CITY INSPECTOR 15
SUBJECT TO REMOVAL OR EXPOSURE.
S. SPECIAL INSPECTION 15 REQUIRED DURING THE PERFORMANCE OF THE WORK PER CBC REFERENCED
ABOVE.
C. IT 15 THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR
INSPECTION AGENCY AT LEAST TWO WORKING DAYS PRIOR TO PERFORMING ANY NORK THAT REQUIRES
SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT SPECIAL INSPECTION 15 SUBJECT TO REMOVAL.
D. A CERTIFICATE OF SATISFACTORY COMPLETION OF NORK REQUIRING SPECIAL INSPECTION MUST BE
COMPLETED AND SUBMITTED TO THE FIELD INSPECTION DIVISION.
E. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE LOCAL BUILDING JURISDICTION, DEVELOPMENT
SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION.
F. AN APPLICATION TO PERFORM OFFSITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION
SERVICES DIV154ON FOR APPROVAL PRIOR TO C.OM-iBN.EMENT OF FABRICATION.
G. THE CONSTRUCTION MATERIALS TESTING, LABORATORY MST BE APPROVED BY THE LOCAL BUILDING
JURISDICTION, DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SY5TE S, COMPONENTS AND,
EQUIPMENT.
H. A PROPERTY OWNERS FINAL REPORT FORM FOR WORK REQUIRED TO HAVE SPECIAL INSPECTIONS,
TESTING AND 511RUCTURAL OB5ERVATION5 MUST BE COMPLETED BY THE PROPERTY OWNER PROPERTY
OWNERS AGENT OF RECORD, ARCHITECT OF RECORD OR ENGINEER OF RECORD AND SUBMITTED TO THE
INSPECTION SERVICES DIVISION.
I. PABRICATOR MUST BE REGISTERED AND APPROVED BY THE LOCAL BUILDING JURISDICTION,
DEVELOPMENT SERVICES FOR THE FABRICATION OF MEMBERS AND A55EMBLIM ON THE PREMISES OF
THE FABRICATORS SHOP. FABRICATOR SHALL SUBMIT AN'APPLICATION TO PERFORM OFF -SITE
FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF
FABRICATION. FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF -SITE
FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND
ASSEMBLIES.
J SPECIAL INSPECTION 15 REQUIRED FOR FABRICATION OF MEMBERS AND ASSEMBLIES DONE IN A SHOP
OF A FABRICATOR MCH 15 NOT APPROVED BY INSPECTION SERVICES. AN APPLICATION TO PERFORM
OFF -SITE FABRICATION MUST BE SUBMITTED TO AND APPROVED BY INSPECTION SEIRVICE5.(5ECTION
110425, BNL 11-6).
K. SPECIAL INSPECTOR SHALL VERIFY THAT FABRICATOR MAINTAINS DETAILED FABRICATION AND
QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE
WORKMANSHIP AND FABRICATORS ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS
AND REFERENCED STANDARDS. THE SPECIAL INSPECTOR SHALL REVIEW THE FROCEDURES FOR
COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS FOR FABRICATORS SCOPE OF
WORK.
L. FABRICATION OF MEMBERS AND A55EHBLIEB DONE IN A FABRICATORS SHOP APPROVED BY
INSPECTION SERVICES NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIAL INSPECTION. AT COMPLETION
OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT THE 'CERTIFICATE OF COMPLIANCE' FORM
TO INSPECTION SERVICES. (SECTION 1104253, BNL 11.6).
BY USIN6 THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE WORK
SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIRE1MENf5 OF THE LOCAL BUILDING JURISDICTIONS
FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTIN S AND OFF -SITE
FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS
REQUIRED BY THE CAUFORNIA CONSTRUCTION CODES.
NOTICE TO THE CONTRACTOR / BIILVM / SUB -CONTRACTOR / LONER -BUILDER
I. BY U5IN6 THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION / INSTALLATION OF THE NORK
SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE
STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY KITH THE REQUIREMENTS OF THE LOCAL
BUILDING JURISDICTIONS FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATION CONSTRUCTION MATERIAL
TESTING AND OFF-51TE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL
INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA GOSTR T10N CODES.
STRUCTURAL WALL DESIGN REVIEMEP AND APPROVED BY E561L CORP. AS POR 17 - O 7 0-
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2325 CAMBRIDGE AVENUE (APN 261-09432 LOTS 40 THROUGH 42
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PLANNING CASE NUMBERS:1S262DR/CDP,iS283ORICDP816-005V/OR/CDP
13126-G
MACARIO R. PER DATE
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PLANS PREPARED UNDER SUPERVISION OF
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MACARIO R. PEREZ EXP. pg�0/17
.
RECO APPROVED:
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DATE DATE
STRUCTURAL DerAILS FOR:
2325 CAMBRIDGE AVENUE (APN 261-09432) -LOTS 40 THROUGH 42
2341 CAMBRIDGE AVENUE (APN 261-094-07) -LOTS 37 THROUGH 39
PLANNING CASE NUMBERS: 15-262DR/CDP,1&263DRICDP816-005VlDELCDP
13126-G
10 R. P REZ DATE
SRN
10-20-20
SHEET 6OF6
REVIEWERINSPECTO
RSENIORENGINEER
LDEV-011749-2016