1996-4618 G (Plans) REGIONAL OR SAN DIEGUITO
LEGEN WATER DISTRICT STD DWG SYMBOL GRADING WORK TO BE DONE
GENERAL
EXISTIN PROPERTY LINE - -- - 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS 6. THE CONTRACTOR SHALL BE
RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK
ENGINEER OR UNDER HIS \HER DIRECTION. HE \SHE SHALL OBSERVE AND TEST WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED
AND REPLACED 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD
PROPOSED 6" CURB G -1 THE EXCAVATION, PLACEMENT, AND COMPACTION OF FILLS AND BACKFILLS AND BY A REGISTERED CIVIL ENGINEER WHO
IS ALLOWED TO PRACTICE SURVEYING SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION
COMPACTION OF TRENCHES. HE \SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED OR A LICENSED LAND SURVEYOR AND A CORNER RECORD OR RECORD
OF SURVEY STANDARDS OF THE CITY OF ENCINITAS, THE SAN DIEGO AREA REGIONAL STANDARD
PROPOSED CURB AND GUTTER G -2 AND WILL EVALUATE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION FILED AS REQUIRED BY THE
LAND SURVEYOR'S ACT. DRAWINGS, AND THE SAN DIEGUITO WATER DISTRICT STANDARD SPECIFICATIONS
OF GRADING OPERATIONS, HE \SHE WILL VERIFY THAT OBSERVATIONS AND TESTS AND STANDARD DRAWINGS. ANY CHANGES OR
REVISIONS THEREFROM SHALL BE
PROPOSED 3' P.C.C. SWALE DETAIL THIS SHEET WERE MADE BY HIM \HER OR UNDER HIS \HER SUPERVISION AND THAT, IN HIS \HER 7. CONTRACTOR WILL
MAKE EXPLORATION EXCAVATIONS & LOCATE EXISTING APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION.
OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE UNDERGROUND FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION
TO PERMIT
PROPOSED A.C. PAVING (2.5" A.C. PAVING ON 4" CLASS it BASE - '' WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND REVISIONS
TO PLANS, IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL 2. THE SOILS THE SOILS REPORT TITLED, "REPORT OF PRELIMINARY GEOTECHNICAL
SEE GEOTECHNICAL REPORT) EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. LOCATION OF EXISTING FACILITIES. INVESTIGATION,
SEACREST VILLAGE RETIREMENT HOME EXPANSION ", PREPARED BY
SOUTHERN CALIFORNIA SOIL AND TESTING, INC, DATED JUNE 16, 1995 SHALL BE
PROPOSED P.C.C. PAVING (4.0" P.C.C. WITH 6" x 6" -10/10 WELDED WIRE s 2. CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
8 SHALL BE CONFRMED D MEASUREMENTS PRIOR TO CONSTRUCTION OF N ACCORDANCE NTHRTH R OF THIS GRADING COMMENDATIONS SPECIFICATIONS CONT
MESH - SEE GEOTECHNICAL REPORT) POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE \SHE SHALL CONTROL NEW WORK. SAID
REPORT,
SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED
PROPOSED A.C. OVERLAY
WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION 9. BEFORE EXCAVATING FOR THIS CONTRACT, VERIFY LOCATION
OF UNDERGROUND
OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND UTILITIES. THE EXISTENCE & LOCATION OF ANY UNDERGROUND
UTILITY 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION
EROSION CONTROL MEASURES HAVE BEEN INSTALLED. PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH AND
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT -
DISABLED PARKING SPACE M -27A ® OF THE AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE THERE ARE NO OF -WAYS.
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL OTHER EXISTING UTILITIES EXCEPT AS SHOWN ON
THESE PLANS. CONJUNCTION WITH IMPROVEMENT PLANS.
PROPOSED STORM DRAIN DETAIL THIS SHEET =___= BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE 10. CONTRACTOR IS
REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING.
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR UTILITY LINES SHOWN HEREON & ANY OTHER EXISTING LINES NOT
OF RECORD
PROPOSED CLEANOUT DETAIL THIS SHEET = _ _ = FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND OR NOT SHOWN
ON THESE PLANS. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT
ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE ADJACENT PROPERTIES DURING GRADING OPERATIONS.
ANYTHING DAMAGED OR
PROPOSED INLET DETAIL THIS SHEET EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED DESTROYED SHALL
BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO
TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY GRADING.
TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE EROSION CONTROL
TOP OF CURB ELEVATION T.C. 195.20 WITH SPECIFICATIONS. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY
MONUMENT OR BENCHMARK
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MICHAEL ELLENTUCK WHICH IS DISTURBED OR DESTROYED SHALL BE
RE- ESTABLISHED AND REPLACED BY
GUTTER ELEVATION G. 194.70 4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO THE FINISH GRADE TO AT 632 -0081.
PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTIONS. THE SLOPES OF A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
SURVEYOR.
FINISH GRADE ELEVATION F.G. 195.20 EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS 2. EQUIPMENT AND WORKERS FOR
EMERGENCY WORK SHALL BE MADE AVAILABLE 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY AT ALL 11MES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL
15). ALL INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL,
FLOW LINE ELEVATION FL 195.20 CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON NECESSARY MATERIALS SHALL BE STOCKPILED
ON SITE ON OCTOBER 1 AT STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY
GRATE ELEVATION GR. 195.00 SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES DEVICES WHEN RAIN IS IMMINENT.
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE
SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
THE HOURS OF 5:30 P.M.
INVERT ELEVATION I.E. 193.20 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE AND 7:30 A.M.
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS.
5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE APPROVAL OF THE ENGINEERING INSPECTOR.
FINISH FLOOR ELEVATION F.F. 189.00 COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE 9. NO GRADING
OPERATIONS SHALL COMMENCE UNTIL PREGRADING MEETING HAS BEEN
CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL
DEVICES TO WORKING HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER,
EXISTING ELEVATION (TC 195.20) NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF ORDER TO THE SATISFACTION OF
THE CITY ENGINEER AFTER EACH RUN -OFF SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING
LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND PRODUCING RAINFALL. SHALL BE SCHEDULED WITH
THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING
WALL C -6
CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. (619) 633 -2770.
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS
6. IN AREAS NOTED TO BE CLEARED AND GRUBBED, CONTRACTOR SHALL PROTECT MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE
GRADING 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION
SLOPES (2:1 MAX) CUT FILL IN PLACE ALL IRRIGATION. ANY DAMAGE TO IRRIGATION SHALL BE REPAIRED OPERATION OR UNFORESEEN CIRCUMSTANCES
WHICH MAY ARISE. SITE WITHIN THIS PROJECT, THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL
AT CONTRACTOR'S COST. FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL
PEDESTRIAN RAMP G -27 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY COMPLY WITH ALL CONDITIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
SOILS ENGINEER'S STATEMENT PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WITH REGARDS TO THE HAULING
OPERATION.
THRUST BLOCK WATERS CREATE A HAZARDOUS CONDITION.
SDWD P -11 0 I, CHARLES H. CHRISTIAN, A REGISTERED GEOTECHNICAL ENGINEER OF THE STATE OF 11. UPON FINAL
COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED
GRADING PLAN FINAL GRADING APPROVAL AND \OR FINAL RELEASE OF SECURITY, AN AS- GRADED
MECHANICS, HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS SHALL BE INCORPORATED HEREON. CERTIFICATION SHALL
BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO.
2" DOMESTIC WATER METER SDWD P -3 -0- PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN 4618
-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED
THE DATES 5/16/99, AND 6 / 9 S . ONE COMPLETE COPY 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ".
BACKFLOW PREVENTOR SDWD P -5A/7 0 OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, THE FACE OF SLOPE AT
THE CONCLUSION OF EACH WORK DAY.
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL r
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I ENGINEER WHO CERTIFIES SUCH GRADING OPERATION.
WATER VALVE ® HAVE REVIEWED THESE GRADING PLANS AND THEY CONFORM TO THE RECOMMENDATIONS 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN
SHALL BE IN PLACE AT THE END
INCLUDED IN THE SOILS REPORT FOR THIS PROJECT, AND HAVE BEEN INCORPORATED OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
FORECAST
SANDBAGS 000 IN THE GRADING PLANS AND SPECIFICATIONS. EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED
NOTIFICATIONS
C
AFTER EACH RAINFALL
n
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
DAYLIGHT LINE' ,\ C , J 10. SHOULD GERMINATION OF HYDROSEED SLOPES FAIL TO PROVIDE EFFECTIVE STRUCTURES SHOWN ON THESE PLANS WERE
OBTAINED BY A SEARCH OF
SIGNED: N W,,, COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE AVAILABLE RECORDS. TO THE BEST
OF OUR KNOWLEDGE, THERE ARE NO
F _ ��� \\ SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED
IN ACCORDANCE
!� m WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF EXISTING UTILITIES EXCEPT AS SHOWN
ON THESE PLANS, HOWEVER, THE
CLEAR AND GRUB No.GE00021521 ml R.G.E. NO. 00 2I g THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. CONTRACTOR
IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT
&3
E•p, 97 ' ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS
c� gV DATE: SK'A't- 1 E 19 9 !e THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS
OF
1' PLANTER SIDEWALK BEHIND CURB G -7 �� rec "µ o pJ + ENVIRONMENTAL DATA SAID UTILITIES OR STRUCTURES PRIOR
TO ANY EXCAVATION, FOR VERIFICATION
ENGINEERS
OA��F AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK:
SIDEWALK G_7 T' 1. STEEPEST EXISTING NATURAL SLOPE ON -SITE = 50% SAN DIEGO GAS & ELECTRIC
1. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR 2. MAXIMUM VERTICAL DEPTH OF CUT = 5' CABLE
TV
LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL 3. MAXIMUM VERTICAL DEPTH OF FILL = 4' PACIFIC
TELEPHONE 1- 800 - 422 -4133
CAP (SUITABLE FOR TRAFFIC PROPOSED CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED SEWER
LOADING WHEN IN PAVEMENT) BY THE PREPARER OF THESE PLANS. 4. AVERAGE DEPTH OF CUT = (4200 C.Y. X 27)/(39765 S.F.) = 2.85'
WATER
12" 12" 2. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 5. AVERAGE DEPTH OF FILL = (110 C.Y. X 27)/(5855
S.F.) = 0.5'
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
ppp�Oppp RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BEGINNING ANY WORK ON THIS PROJECT. PHONE:
(619) 633 -2770.
6 P.V.C. RISER lip CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND
NDS 1212 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE EARTHWORK: 3. THE CONTRACTOR SHALL
GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION.
OR APPROVED LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL CUT = 4200 C.Y. PHONE: (619) 633 -2770.
ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION
TO BE USED
NDS 1223 EQUAL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY WILL BE SUBJECT TO REJECTION
AND REMOVAL.
AND ALL LIABILITY, REAL OR ALLEGED, IN THE CONNECTION WITH THE FILL = 110 C.Y.
ON ALL STANDARD 45' BEND PERFORMANCE OF WORK ON THIS PROPERTY, EXCEPTING FOR LIABILITY ARISING
AND VERT. BENDS FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. EXPORT = 4090 C.Y. DECLARATION OF RESPONSIBLE
CHARGE:
STANDARD WYE BRANCH 3. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RELOCATING 'S CERTIFICATE THAT
I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
OWNER
AND /OR REMOVAL OF EXISTING UTILITIES. AS DEFINED IN SECTION 6703 OF
SDR 35 PVC PIPE, TYPICAL THE BUSINESS AND PROFESSIONS C ODE, AND THAT
4.
I HEREBY DECLARE THAT I AM THE ENGINEER
CONTRACTOR SHALL REPLACE F WORK FOR THIS ACE ALL DESTROYED OR DAMAGED SURFACE I (WE) HEREBY
CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS PROJECT,
IMPROVEMENTS WITH IMPROVEMENTS EQUAL OR SUPERIOR. BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND
FLOW_ FLO ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. THE DESIGN IS CONSISTENT WITH CURRENT DESIGN
STANDARDS.
6" P.Y.C. RISER 5. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED SEARCH OF I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS
AND SPECIFICATIONS BY THE
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGEE, , THERE ERE ARE NO
EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS; HOWEVER, THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY
AND DOES NOT RELIEVE ME, AS CLEANOUT DETAIL (PRIVATE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ENGINEER
OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. .�
NO SCALE STANDARD 45' BEND ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS DATE:
TO BE USED THE CONTRACTOR'S RESPONSIBILITY TO CONTACT UNDERGROUND SERVICE ALERT GNAIU
ON ALL HORZ. ( )
PHONE: 1- 800 - 422 -4133 48 HOURS IN ADVANCE OF ANY EXCAVATION FOR THE NASLAND ENGINEERING
AND VERT. BENDS
MARK -OUT OF THE LOCATION OF UTILITIES AND NOTIFICATIONS OF 4740 RUFFNER STREET
STANDARD WYE BRANCH COMMENCEMENT OF WORK. SAN DIEGO, CA 92111
SITE SDR 35 PVC PIPE, TYPICAL LEGAL DESCRIPTION PHONE: (619)292 -7770
¢° QUAIL GARDENS A PORTION OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF THE SOUTHWEST
? O ACCESS ROAD
_ _ ' QUARTER OF SECTION 10, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO BASE
5 } n FLOW FLO W_ 3 AND MERIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BY: DATE: /0
-7 9G
o 1X MIN 0 1% MIN. LAWRENCE P. THORNBURGH R.C.E. 49795 r_"1
r - -- ASSESSOR'S PARCEL NUMBER I-�+N
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ENCINITAS FIRE PROTECTION *� EXP. 9-30-96
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DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE COMMUNITY DEVELOPMENT DEPT. °ESLPT aY oR�wN V CHEjGEM BY APPROVALS
CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO J.
#80458 A STREET CL MON. ON ENCINITAS HORIZONTAL N/A IM F
PLANS PREPARED UNDER THE SUPERVISION OF REC MMENDED APP V ED� GRADING PLAN FOR:
BLVD. FT. EAST OF INTERSECTION DATE: 4 BY: C BY: S EACREST VILLAGE 4618 -G
WITH S AX AXONY RD. ELEV. 111.530 VERTICAL N/A l R.C.E. N0. 49795 95 CITY ENGINEER
LAWRENCE P. THOR BURGH EXP. 9/30/96 DATE:t DATE:
DATE WORK PROJECT NO. 95 -164 MUP SHEET 1 OF 3
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F E IS: n'S WATER NOTES <
<) 1. OWNER RESPONSIBLE FOR THE MAINTENANCE AND REPAIR
P_ OF FIRE SERVICES BEYOND THE EXISTING EASEMENT.
49795 2. OWNER RESPONSIBLE FOR MAINTENANCE, REPAIR AND
20 0 20 40 60 80 t ANNUAL TESTING OF BACKIFLOW PREVENTER DEVICES.
EXP. 9_30_00
3. FIRE HYDRANT TO BE INSTALLED PER SDWD DWG. P-1.
lv�
SCALE 1 20' CA DRAW BY CHECKED BY OWNER RESPONSIBLE FOR MAINTENANCE AND REPAIR.
REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE DESIGNED BY I - APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
L.P.T. I MAMA J.G.M.
LL I
Lgi R E NTER P
24. N_' L 1 _�
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P ER
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9
3
RIVISr ffdf# MAIN -c I-(z-it PLANS PREPARED UNDER THE SUPERVISION OF RECOM ENDED APR VED GRADING PLAN FOR:
,ER I-AN-q. S'Its\z #RO458 A STREET CL MON. ON ENCINITAS 20'
REVI-W hIAT MN HORIZONTAL 1 DATE: 10- 7-% BY: BY:
BLVD. 178 FT. EAST OF INTERSECTION CITY ENGINEER SEACREST VILLAGE 4618
N/A
LAWRENCE P THORNB R. C.E. N0. 49795
REVISE SE ER )-11-17 1141 1
ITH SAXONY RD. ELEV, 111.530 VERTICAL L. GH 00 DATE: DATE:
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178 FT. EAST OF INTERSECTION 49795 CITY ENGINEER SEACREST VILLAGE 4618
ONY RD. ELEV. 111.530 VERTICAL N/A LAWRENCE P. THORAURGH DATE.
DATE:
WITH SAX R. C.E. IN 0. EXP. 9 / 30 /00 WORK PROJECT NO. 95-164 MILIP SH EET 3 O 3
NE JOB NO. 194-057.3