2009-10252 SG (Plans) WORK TO BE DONE OWNER'S CERTIFIC TE WORK TO BE DONE
THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE IN ACCORDANCE WITH THESE DOCUMENTS:
A. GENERAL IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. SAN DIEGO AREA REGIONAL
STANDARD DRAWINGS (LATEST EDITION), STANDARDS SPECIFICATIONS FOR PUBLIC WORKS
1. AL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS D. EROSION CONTROL CONSTRUCTION
(LATEST EDITION) COMMONLY REFERRED TO AS THE "GREEN BOOK CITY OF ENCINITAS GRADING
FOR PUBLIC WORKS CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRUCE ST. (EMI
760 -753 -0204 (24 HOURS). IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A AND EXCAVATION ORDINANCES AND STANDARDS, STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS)
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE STANDARD PLANS (LATEST EDITION), STATE
OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS (LATEST EDITION),
APPROVED BY THE CITY ENGINEER PRIOR TO ANY BEQUEST FOR INSPECTION. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES
REGISTERED TO THESE PLANS ENGINEER MAKE SUCH WHICH THE CITY ENGINEER DETERMINES DETE E ALTERATIONS ADDITIONS AND SAN DIEGUITO WATER DISTRICT STANDARD
DRAWINGS FOR WATER IMPROVEMENT AND LEUCADIA COUNTY WATER
NS ETE RMINES ARE NECESSARY FOR
2. NOT USED DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT AND DESIRABLE FOR THE PROPER COMPLETION
OF THE IMPROVEMENTS, DISTRICT STANDARD SPECIFICATIONS FOR CONSTRUCTION OF SEWER.
CONVENIENT LOCATIONS TO FACNJTATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN
RAIN IS IMMINENT. I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN THE QUANTITIES LISTED
BELOW ARE PROVIDED FOR REFERENCE ONLY AND DOES NOT RELIEVE THE CONTRACTOR FROM
COMPLETING AN MIEF910ENT ANALYSIS OF THE QUMT17ES AND COSTS ASSOCIATED WITH THE IMPROVEMENTS REQUIRED
3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING
ACTIVITY AND ADVISE FOR THIS PROJECT.
3. APPROVAL OF 14S PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE THE ENGINEERING INSPECTOR. OF THE COMPACTION AND STABILITY
OF THE SITE. Q N TY - U N IT DES STD. D R WG. LE GEN D
OF DRAMIAGE FACILITIES, NOR OF IMPROYEVENTS NIFIMN STREET RIGHT -OF WAYS. SEPARATE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING
ORDER TO DATE: noQ
APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION MATH IPROVEMMENT PLAN. THE SATISFAC11ON OF THE CITY ENGINEER FF PRODUCING RAIN
FALL ER AFTER EACH RUN -O ST. LEAN 25 C.Y. EMBANKMENT (1.5:1 MAX)
4. WRITM PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE SITE GRADING. 1516 CALLE PENSAMIENTOS 25 C.Y. EXCAVATION
(1.5:1 MAX) -
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY
BE ENCINITAS, CA 92024
PROPERIES DURING GRADING OPERATIONS ANYTIW DAMAGED OR DESTROYED SHALL BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR
UNFORESEEN TELE: 760- 753 -0204 1162 S.F. MASONRY RETAINING WALL PER DESIGN - - - - - - -
REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. CIRCUMSTANCES *" MAY ARISE.
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO
DIS7URNED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS
CI VIL ENGINEER OR A LICENSED LAND SURVEYOR. CONDITION. STATEMENT OF THE ENGINEER OF WORK
7. IW CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING
PLAN SHALL BE THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE
INCLUDING SHORING AND SHALL BE RE"M.E FOR CONFORMING TO ALL LOCAL. STATE AND INCORPORATED HEREIN. ENGINEER SHALL COMPLY WITH THE GENERALLY
ACCEPTED STANDARDS MME)
FEDERAL; SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PRACTICES OF THE ENG>NEER'S TRADE OR PROFESSION. THE EN(�ER FURTHER
EXISTING CONTOUR (310)
8. GRADING AND EQUIPMENT OPERATING WAIN ONE -HALF (1/2) MILE OF STRUCTURE FOR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
FACE OF THE AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE NTH
HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS (>F 3:30 P.M. AND 7:30 SKlFN
A.M. NOR SLOPE AT THE CONCU1 OF EACH WORK DAY. THE RULES AND REGULATIONS REQUIRED BY THE CITY OF 0"OTAS IN ITS
PROPOSED CONTOUR 310
ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE N PLACE AT THE END OF EACH NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE
TECHNICAL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADMIG MEETING HAS BEEN HEIR WORKING DAY MIEN THE FIVE (5) DAY RAN PROBABILITY FORECAST EXCEEDS FORTY
PERCENT SUFFICENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE DOES
ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, GIVE ENGINEER, SOILS (409). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL
NOT RELIEVE THE ENGINEER OF RESPONSBIJTY FOR THE PLANS OR DESIGN OF
ENGIEEIR, GRADING CONTRACTOR AND PERIMI MEETING SHALL THE PREGRADE MEET SHALL BE SCHEDULED RAVOY00 FITS BASED THEREON. 1HE ENGINEER
AGREES TO INDEMNIFY AND
WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS. AGENTS.
AND
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY
ARISING SOLELY FROM
SITE WITHIN 1HIS PROJECT THE DEVELOPER SHALL SUBMIT TO RRECOW APPROVAL FROM THE THE NEGLIGENT ACTS. ERRORS. OR OMfSSONS OF THE ENGINEER
AND HIS/HER
F FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY NTH ALL AGENTS OR EMPLOYEES ACING. 91M THE COURSE AND SCOPE OF SUCH
CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING AGENCY AND EMPLOYMENT AND ARISING OUT OF THE
WORK PERFORMED BY THE
OPERATION. E. LANDSCAPE PLANTING ENGINEER.
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL A) THE SURFACE OF THE ENTIRE EXISTNVG SLOPE SHALL BE COVERED NTH
A 6" LAYER OF TOP SOIL.
GRADING APPROVAL AND /OR FINAL RELEASE OF THE SECURITY, AN AS- GRADED CERTIFICATION AQUATERRA ENGINEERING INC.
SHALL BE PROVIDED STATING: "TIE GRADING UNDER PERMIT N0. 10252 -SG HAS BEEN PERFORMED B) THE TOTAL SLOPE SHALL BE PLANTED WITH PERMANENT LANDSCAPE
MATERIAL WITH A PERMANENT GARY LIPSKA
IN SUBSTANTIAL CONFOBMMNCE NTH THE APPROVED GRADING PLAN OR AS SHOWN ON THE IRRIGATION SYSTEM OCE CAMP PLACE � �
ATTA0E AS-GRADED D AS- ADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND m/ 920 ,
EARTHWORK QUANTITIES
SIGNATURE OF THE CIVIL ENGINEER VW CERTIFIES GRADING OPERATION.
I FILL
12. IF THE GEOTECHNICAL CONSULTANT OF RECORD IS CHANGED FOR THE PROJECT, THE BY: � DATE: zw J No. . �
�
� EXCAVATION (RAW): .................... 25..C_Y.- - ..... - ... - - - . - . - - ................... .
WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THE EMBANKMENT ( RAW): ............
.............................25 . C.Y... ..............
RESPONSIBILITY WITHIN THE AREA OF THEIR TECHNICAL COMPETENCE FOR APPROVAL UPON RCE 2 EXP. 12/31/09 CLEAR
AND GRUB ........ <- 0- - ->- - - - - - _ - - - - _ .......................
COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITEE TO NOTIFY THE CITY PAVEMENT /HARDSCAPE: .........
-O- . C.Y... . .............. ..................
ENGINEER IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF GRADING. TOTALS: ......... ...................
2.. 5.. C, Y,..... ....... 25..C..Y .............
..... .
B. NOTIFICATIONS IMPORT/. EXPORT: ................... ............................... -0- . C.Y.
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTNJTY 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 UTKJ71ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE EARTHWORK QUANTITIES
SHOWN WERE CALCULATED BASED ON THE
PRISMODAL (CONTOUR SLICE) METHOD. THE QUANTITIES INCLUDE
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY CONCRETE BUILDING SLABS, STREET
PAVEMENT AND BASE (RAW) VOLUMES.
EXISTING UTNJTIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S THE EARTHWORK QUANTITIES
SHOWN DO NOT ACCOUNT FOR THE IMPACTS
RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES OF THE FINAL EARTH MOVING QUANTITIES
OF THE FOLLOWING ITEMS.
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATIONS OF UTNJTES AND NOTIFICATION
OF COMBrEN T OF Mme(:
2 1) SHRINK OR SWELL (>F THE NATIVE OR IMPORTED MATERIAL
A. SEAR - IEUCADIA WIASIE WATER DISTRICT: T60- 753 -0155 RETAINING WALL BACKFlLL MATERIAL
3) SPOIL MATERIAL CREATED FROM PIPE TRENCHING
B. GAS & ELECTRIC -SAN DECO GAS d: ELECTRIC: 800- 422 -4133
4) PLACEMENT OF LANDSCAPING TOP SOILS
C. WATER - OUVENHAN MUNICIPAL WATER DISTRICT: 760- 753 -6466
D. TELEPHONE - PACIFIC BELL 760 -489 -3441
THE CONTRACTOR SHALL PREPARE SEPARATE EARTHWORK QUANTITY
E. CABLE TV - COX CABLE: 760- 599 -6060 CALCULATIONS PRIOR TO BIDDING AND SHALL BASE HIS/HER BASE
BID
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY EXCLUSIVELY ON HIS
/HER OWN COMPUTATION.
WORK OR TINS PROJECT. PHONE: (619) 633 -2770.
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE: (619) REMEDIAL GRADING
1333 -2770. ALL WORT( WITHOUT BENEFIT OF INSPECTION WALL BE SUBJECT TO REJECTION AND \ REMOVAL AND RECOMPACTION
....... -0---. C.Y --------------------------- -------- - -
REMOVAL.
C. GRADING \ P
1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER \
HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE EXCAVATION PLACEMENT AND
COMPACTION CE FILLS AND BAMUS AND COMPACTION OF TRENCIES. HE/SHE SHALL SUBMIT \�
SOILS REPORTS AS REQUIRED AND WALL DETERMINE THE SUITABUTY OF ANY FILL MATERIAL. <
UPON COMPLETION CE GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND
TESTS WERE MADE BY HIM/HER OR UNDER HIS OPINION, ALL EMBANKMENTS AND OLIVE AIN LEGAL DESCRIPTION:
EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE NTH THE APPROVED GRADING PLANS AND SEASIDE
THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR IN1EltDED USE COUNTY pAN( � � YIN V� LOT 237 ,MAP
N0. 7714, N THE CITY OF ENCINITAS,
`\ 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE COUNTY OF SAN DIEGO, STATE
(E CALIFORNIA.
OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND API: 259 - 470 -15
DRAINAGE AND PREVENT PONDING
TO FINISH WORK ON THE SITE AND SHALL TAKE STALE W" - � BL ENCINITAS
AVOID DAMAGE TO ADJOINING PROPERTIES OR \\
REMEDIAL MEASURES M PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS SITE ADDRESS
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED 0LD �`F 1516 CALLE PENSAMIENTOS
3. ALL AREAS TO BE FILLED SHALL BE PREPARED PRIOR TO PLACEMENT CE FILL AND FILL SHALL PACIFIC ENCINITA ENCINITAS,
CA 92024
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION AND RECOMMENDATION SET FORTH N THE OCEAN
OEOTECHNICAL REPORT. ALL VEGETABLE MATTER AND OBJECTIMABLE MATERIAL SHALL BE REMOVED
SANTA FE p�yE
BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE AND SEA
DESIC CAIED NATURAL SOILS SHALL BE REMOVED TO COMPETENT MATERIAL AND OBSERVED BY THE c�uNrY PAW I TE
GEOTECH NICAL ENGINEER. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH CE 12" AND CARDIFF
BROUGHT TO ABOVE - OPTIMUM MOISTURE CONDITION, AND RECOMPACTED TO AT LEAST 90 PERCENT OF
THE MAWN DRY DENSITY AS DETERMINED BY THE MOST RECENT VERSION OF THE ASTM D -1557 STREET E
OR AND APPROVED ALTERNATE STANDARD. V. AVEN DA DE LAS ADELSAS
T AVENN)A
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH CABLE PENSAMIENTOS
LAS ROSAS
NSAMIENTOS
SURVEYS AND UNIFORM MM SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBANKMENTS
SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT
O WNER AND DEVELOPER:
IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED
BRUCE ST. (SAN
OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE
REMOVED AND DISPOSED OF THE TO: AND TOP OF ALL SLOPES SHALL BE ROUNDED IN 1516 CALLE PENSAMIENTOS
ACCORDANCE WITH THE GRADING ORDINANCE.
VICIN ITY MA ENCINITAS, CA 92024
TELE: 760- 753 -0204
5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, AA7 SICAL£
FAX: 760 - 753 -0204
PIED 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 SHEET LND
SONS ENGINEER AND CITY ENGINE �
ER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL D ESCRIP T ION
1 TITLE SHEET
2 PATIO PLAN
CML ENGNERNiG • NAND Pl ANM
errs Eng►irveri7g Inc.
1843 Campesino Place
Oceanside, CA 92054 y
r i.: (M) 4W -M= z
Fax: (m) 4n-saes
C17Y APPROVED CHANGES _ BENCH MARK
N0.1 DESCRIPTION APPROVED BY REFERENCES DATE DESCRIPTION: POINT No.: 1035 SCALE APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
STATION ' - HORIZONTAL P P PARED 1JHMR�ME SUPERVISION OF: RECOMMENDED APPROVED GRADING PLAN FOR:
M
L 2 " BRASS MARKED 13817 IN WELL MONUMENT N A DATE: Zoo ST. LEAN PATIO PLAN 1 AT
THINE CENTER OIL CUL -DE -SAC EAST DN OF ONM VIEW DOE / � 022
OC VERTICAL l RCE 23080 BY: eY: 1516 CALLE PENSAMIENTOS
RECORD FROM: CITY OF ENCINITAS SURVEY GONTRM NEIW A N � r�
ELEVATION: DATUM: PMWD88 / GARY SKA DATE: 7 1171 04 DATE: ENCINITAS, CA
EXPIRES 12/31/0 SHEET 1 OF 2 C,90
PLOT DATE: 7 -20 -09
APN: 259- 470 -18 _ _�
APN: 259 - 470-17 — - -
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---------- - SEC � -------------------- - - - - -- i 1 ' EXISTING
GRADE SCALE= HDtZ. 1'=5', VERT. 1'=5'
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EXISTING BRICK SLWACING
l f i 1 (TO REMAIN IN PLACE)
ii
EXISTING LAWN AREA + '
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253.0 - 253.0
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SCALE ML 1'=5', VERT. 1'=5'
1
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1 T.G. 100.45 1 1
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I i i 1 APN: 259 - 470-14
1 � �
APN: 259 - 470 -16
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EXISTING RESIDEI CE
CONSTRUCTION LEGEND I
z - V MASONRY RETAINING WALL PER S.D.R.S.D. C -2 ' I
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- , APN: 259 - 470-15
1516 CALLE PENSAMENTOS ; I ® MASONRY RETAINING WALL PER S.D.R.S.D. C -5
DRAIN } 1
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z
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1
• N
SPECIAL NOTES:
A) THE SURFACE OF THE ENTIRE OWING SLOPE SHALL BE COVERED NTH A 6' LA YM OF TOP SOIL. DETAIL 'A'- (SMETE
STEPS
B) THE TOTAL SLOPE SHALL BE PLANTED NTH PERMANENT LANDSCAPE MATERIAL NTH A PERMANENT SCALE I'=2'
IRRIGATION SYSTEM BEFORE FINAL INSPECTION AND SIG NOFF.
FILTER MATERIAL: i' MAX SYMBOL LEGEND
e IXA PEW. WE SHED AGGREGATE MAPPED SYMBOL
FULL LENGTH NTH FILTER CLOTH ELEVATION. TOP OF FOOTI TF
ELEVATION, TOP OF WALL TW
OPEFI �
ELEVAT TOP OF CURB TC
5 0 5 10 _ ELEVATION, FINISH SURFACE FS
ELEVATKI, FINISH GRADE FG
ELEVATION, TOP OF GRATE TG
Scde: 1' = 5' ELEVATKI, FLOW LINE FL
CW ENGNEEW s UM RAMIG El VA INVERT ELEVATION IE
ROOF DRAIN EII� // /I �p 117C. Na 2x1!0 * FLOO
R DRAIN OUT E FD
1843 o Place RETARUG JFXU DRAIN DETAIL
Oc eanside, CA 92054 DETAIL REFERENCE C AIL LABEL
� �) �� SCALE 2 HEET NO.
U
CITY APPROVED CHANGES BENCH MARK Z
NO. DESCiiIP110N APPROVED BY REFERENCES DATE DESCRIPTION: POINT -= 1 SCALE PLANNING AND BUILDING APPROVALS
CITY OF EN CI N I TAS ENGINEERING DEPARTMENT azAWING N O. ° $
STATION NAME: ENC -35
HORIZONTAL APPROVAL P S EP ED THE SUPERVISION OF: RECO APPROVED GRADING PLAN FOR:
o i
LOCATION:
BRASS CAP MARC AM 131117 N TELL MoNINiEMT 1'= 5' DATE ? 0 ST. GEAN PATIO PLAN
AT THE CENTER OF CUL-M -SAC FAST END OF OINIM W VE1 DRNE.
10252-SG
pn StA�EY VOtTICAL BY: RCE 23080 ter /(/1. /1/� g,r 1516 CALLS PENSAMIENTOS m
RECORD FROM:
ELEVATION: 243.238 DATUInI: NAVDBB N/A TITLE: GARY PSKA DATE: 7/ 271 O ENCINITAS, CA
EXPIRES 12/31/09 1 DATE: 9 SHEET 2 OF 2 Z3
PLOT DATE: 7 -09 -09