1993-3706 G (Plans) I
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C17Y OF ENCINITAS IMPROVEMENT PLAN
GENERAL IMPROVEMENT NOTES
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C-1
3RADING PRWAME STREET WATER LINE (OMWD)
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1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING WATER NOTES WORK TO BE DONE
DEPARTMENT FOR ANY WORK WITHIN THE STREET RIGHT -OF -WAY.
• ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PVB
2. THE STRUCTURAL SECTION SHALL BE S ACCORDANCE WITH THE CITY OF SEWER NOTES 1. WATER WORKS SHALL BE CO WORKS
CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS
ENCINITAS STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT DATED DECEMBER 1987,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN
CONSTRUCTION. WITH REVISIONS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD DIEGO REGIONAL STANDARDS COMMITTEE), AND
THE SAN DIEGO REGIONAL STANDARD
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
DRAWINGS (LATEST EDITION).
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO
CONSTITUTE APPROVAL OF ANY CONSTRUCTION OUTSIDE THE PROJECT THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTON (ADOPTED BY THE SAN DIEGO REGIONAL
2. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S
BOUNDARY. STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS (LATEST EDITION), INSPECTOR. INSPECTOR'S SCHEDULING MUST BE
24 -48 HOURS IN WATER IMPROVEMENTS PER OLIVENHAIN M.W.D. STANDARD SPECIFICATIONS OR DWGS.
AND THE FOLLOWING SPECIAL PROVISIONS. ADVANCE OF WORK.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY
SHALL BE CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION
3. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER
1. TRENCH WIDTH SHALL BE PER SDRSD NO. S -4 UNLESS OTHERWISE NOTED.
OF BERM, CURB, CROSS GUTTER AND PAVING. 4 N
MAIN PROFILE, TOP OF PIPE PROFILE IS 8 INCHES BELOW CENTER
WORK TO BE DONE
LINE FINISH GRADE OF STREET.
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES 2. PIPE AND BEDDING CONDITIONS. SYMBOL DESCRIPTION
STD DWG QUANTITY
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE 4. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER
TO
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO (a) ALL PIPE SHALL HAVE 4" MINIMUM OF 314 INCH CRUSHED ROCK BENEATH
THE PIPE. BE LOCATED 5 FEET FROM A SIDE LOT LINE. A 314" HIGH LETTER "W' " ' X aJEQ APPROVED BASE 17,400 SF
OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE PLANS. SHALL BE CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW
HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY (b) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO TWELVE (12) INCHES
CURB AT ALL WATER SERVICE CROSSINGS. SD STORM DRAIN D -60 243 LF
MEASURES TO PROTECT ANY EXISTING FACILITY SHOWN HEREON AND MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, NATIVE
N THESE PLANS.
ANY OTHER WHICH IS NOT OF RECORD OR NOT SHOWN O _ _ 40 10 CY
5. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND RIP RAP ENERGY DISSIP D
FREE DRAINING GRANULAR MATERIAL HAVING A SAND EQUIVALENT OF 30 OR BETTER.
ATOR
BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE (c) P.V.C AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO
TWELVE (12) HYDRANTS MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR -- TYPE D- HEADWALL D -32 1 EA
DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS.
CONSTRUCTION OF NEW WORK. CONTRACTOR WILL MAKE EXPLORATORY INCHES MINIMUM ABOVE THE PIPE SHALL BE 314 INCH CRUSHED ROCK. A.B.S. SOLID
TYPE G CATCH BASIN D -8 2 EA
EXCAVATIONS AND LOCATE EXISTING UNDERGROUND FACILITIES WALL PIPE MAY BE USED ONLY WHERE PIPE INVERT GRADES ARE 1% OR BETTER. 6. UNLESS
OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE
SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING
PLANS IF REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION 3. AFTER COMPLETION OF PIPE LAYING, ALL MAIN LINE SEWERS SEWER SERVICE LATERALS
MAINS SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT S 8" PVC SEWER MAIN S -4 511 LF
OF EXISTING FACILITIES. AND STRUCTURES SHALL BE TESTED IN THE PRESENCE OF THE ENGINEER. AIR PRESSURE SHALL BE NOTIFIED TWO WEEKS
MIN. IN ADVANCE OF ANY SHUTDOWN.
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS & ELECTRIC COMPANY TEST SHALL BE USED UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
MH SEWER MANHOLE S -17 2 EA
PRIOR TO STARTING WORK NEAR "COMPANY FACILITIES AND SHALL 7. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD NO. S -17. POURED IN PLACE FOR HIGH- LINING, TEMPORARY SERVICES,
ETC. PRIOR TO SHUTDOWNS. S SEWER LATERAL S -13 4 EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES.
MANHOLE BASES SHALL BE A MONOLITHIC POUR FIN ISHED
NISHED COMPLETE AT TI OF POUR.
NOTICE: ALL ELECTRICAL AND GAS SERVICES . WITHIN THIS PROJECT PRECAST MANHOLE BASES ARE ACCEPTABLE FOR U SE WITH 8 INCH COLLECTOR SYSTEMS WI
TH 8. LINE VALVES WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE w PVC WATER MAIN /CL 150 �c 915 LF
ARE UNDERGROUND INSTALLATIONS. FOR LOCATION OF INSPECTOR'S APPROVAL. LOCATED ON THE PROLONGATION OF THE STREET RIGHT -OF -WAY GV
ELECTICAL CABLES AND GAS PIPING AND APPURTENANCES WHENEVER POSSIBLE. GATE VALVE ASSEMBLY 1 EA
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. 5. THE CONSTRUCTION OF 4 INCH SEWER LATERAL PER SDRSD NO'S S-13 AND S -14. LATERALS g•
D BY THE APPROPRIATE FIRE DISTRICT ARE FH FIRE HYDRANT ASSEMBLY * 2 EA 0
TELEPHONE : (800) 422-4133 FIRE HYDRANTS, AS APPROVE o
SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE.
TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTRICT. BO
BLOW -OFF ASSEMBLY �c 1 EA N
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY 6. THE CONSTRUCTION OF CONCRETE ANCHOR WALLS PER SDRSD NO. S - 10 , TYPE A.
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PRIOR TO STARTING WORK NEAR COMPANY FACILITIES AND SHALL
{ 10. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAP ASSEMBLY 1 EA
COORDINATE HIS WORK WITH COMPANY REPRESENTATIVES. OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT IF
7. ALL MAINS AND LATERALS SHALL BE CONSTRUCTED WITH 42 INCH MINIMUM COVER. REQUIRED, SHALL BE SUBMITTED TO THE
DISTRICT PRIOR TO SP\7 SAMPLE POINT i EA Q
NOTICE: ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE CONSTRUCTION. V
UNDERGROUND INSTALLATIONS ". FOR LOCATION OF CABLES 8. THE FINAL LOCATION AND ELEVATION OF SEWER AND WATER LATERALS SHALL BE SHOWN ON
WATER LATERAL 4 EA
AND APPURTENANCES CONTACT THE PACIFIC TELEPHONE ORIGINAL PLANS, PRIOR TO ACCEPTANCE OF WORK.
COMPANY. 11. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN, IE LINE
CROSSINGS, LINE PARALLELING OR PROPOSED CONNECTIONS SHALL BE M.A.R. A.V.V. MANUAL AIR RELEASE ASSY. OR
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TELEPHONE (800) 422 -4133 9. ALL DESIGN CHANGES OF SEWER MAINS SHALL BE APPROVED BY THE DISTRICT ENGINEER IN FIELD VERIFIED.
ALL EXISTING OR PROPOSED UTILITIES CROSSING OR AIR & VACUUM VALVE ASSEMBLY 1 EA
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. UTILITIES WITHIN
10 -FEET OF PROPOSED WATER MAINS, SHALL BE PROPERTY LINE "mom UTILITY AGENCIES, ADVISE THEM OF THE' PROPOSED IMPROVEMENTS AND
SHOWN ON THE IMPROVEMENT PLANS.
BEAR THE COST OF RELOCATIONS, IF NEEDED. 10. FILL AREAS MUST BE COMPACTED TO 90% PRIOR TO PIPE INSTALLATION.
12. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES CENTER LINE
10.,ALL TELEVISION SERVICES WITHIN THIS PROJECT ARE " UNDERGOUND 1 1 • THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S INSPECTION DEPARTMENT 48 HOURS
IN AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED _ �x Q
INSTALLATIONS ". FOR LOCATION OF CABLES AND APPURTENANCES ADVANCE OF BEGINNING WORK TO ARRANGE FOR INSPECTION OF PROJECTS. PHONE 633 -2770.
BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. -- -�- DIRECTION OF FLOW &
CONTACT TELEPHONE : (800) 422 -4133 13. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE CITY ENGINEERING DEPARTMENT THE PROCEDURES IN THE STANDARD SPECIFICATIONS. THE
CLASS OF PIPE 2:1 CUT BANK
11. DELETE NO PUBLIC LIGHTS. FOR ANY EXCAVATION WITHIN EXISTING CITY RIGHTS -OF -WAY. y y
SHAL BE USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING
ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. BUTTERFLY VALVES
13. "AS- BUILT" DRAWINGS MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF THE WORK. SHALL BE DRIP -TIGHT AT 200 PSI MINIMUM.
G 2:1 FILL BANK
71 •
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED 14 • THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A PERIOD
OF ONE 14. CONTRACTOR TO TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN I-•
OUTSIDE THE AREAS TO BE PAVED. YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER AND SHALL REPAIR OR DIMENSIONS TO INSPECTOR
IMMEDIATELY UPON INSTALLATION OF VALVES. DAYLIGHT LINE
REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY BE DIS-
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY PLACED IN SO DOING, THAT MAY PROVE DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS
15• THE SUBMISSION AND APPROVAL OF ALL SUBMITTALS AS REQUIRED BY THE
CITY OFFICIALS SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR WITHIN THE ONE YEAR PERIOD FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER
STANDARD SPECIFICATIONS IS TO BE ACCOMPLISHED PRIOR TO THE •� STREET SIGN DS -13 1 EA
RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF THESE TO THE OWNER EXCEPTING ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT.
PRE - CONSTRUCTION MEETING WITH THE DISTRICT'S INSPECTOR.
PRIVATE IMPROVEMENTS.
15. THE CONTRACTOR SHALL FURNISH AND INSTALL, PER SPECIFICATIONS, THE APPROPRIATE BURIED UTILITY
STOP SIGN R -1 (D.O.T. 1 EA W
14. DELETE : NO PUBLIC LIGHTS. WARNING AND IDENTIFICATION TAPE ABOVE ALL PUBLIC SEWER LINES AND SEWER LATERALS, LOCATED
STD PLANS)
WITHIN THE PUBLIC RIGHT -OF -WAY OR EASEMENTS.
n n ❑ ❑ GUARD POST & BARRICADE M -9 (20' LONG) 1 EA
15. THE CONTRACTOR SHALL REQUEST FROM THE CITY OF ENGINEER'S OFFICE A 16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO MAINTAIN ANY
PUBLIC SEWERS Q
PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS CONSTRUCTED WITHIN EASEMENTS AND MAY BE REQUIRED TO DEDICATE ADDITIONAL ACCESS EASEMENTS
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OF NOTICE FOR SUCH A MEETING. PHONE (619) 633 -2770. TO MAINTAIN PUBLIC SEWERS. y J
17. WASTEWATER DISCHARGE PERMITS AND PLUMBING PERMITS ARE REQUIRED PRIOR TO CONNECTION TO SYSTEM. i I,
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OWNER STATEMENT
1 1 AG T
DIRE CHANGES TO
T S G EED HAT FIELD CONDITIONS MAY RE
ENGINEER OF WORK NOTES Q
THESE PLANS. L J
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS IT IS FURTHER AGREED THAT THE OWNER
(DEVELOPER) SHALL HAVE A ,
y PRIOR TO USING THESE PLANS FOR ANY PROJECT, THAT 1 HAVE EXERCISED RESPONSIBLE CHARGE OVER THE
REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADD TO T WHICH H CITY R N
CONTRACTURAL OR WORK PURPOSE, THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE FE Sf
ARE NECESSARY AND DESIRABLE FOR THE PROPER DETERM
COMPLETION O '
oJ� ENGINEER OF WORK MUST BE CONTACTED BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN IS �Qti``''
IMPROVEMENTS. Z
_ a IN WRITING FOR HIS CURRENT WORK AND CONSISTENT WITH CURRENT STANDARDS.
! � ; SAFETY REQUIREMENTS AND GENERAL WORK 1 FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS
SHOWN O � e► Co
t _ I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND r" THESE PLANS WITHIN THE EXISTING
CITY RIGHT -OF -WAY WITHIN 60 DAY$
~w T. NOTES WHICH MAY BE MORE RESTRICTIVE 1V�. 41275 AFTER ISSUANCE OF THE CONSTRUCTION PERMIT AND
TO PURSUE SUCH
THAN THOSE SHOWN HEREON AFFECT THE SPECIFICATIONS BY THE CITY OF ENCINITAS IS CONFINED TO A WORK
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED •.
> REVIEW ONLY AND DOES NOT RELIEVE ME, ,AS ENGINEER OF WORK, OF * ExP .3/�11g`' IRRESPECTIVE AND
INDEPENDENT OF ANY OTHER WORK ASSOCIAT
WORK AFFECT THE COST OF THE WORK. MY RESPONSIBILITIES FOR PRO
j ROAD
�� JECT DESIGN WITH THE PROJECT OR UNDER MY CONTROL.
47 1W4 R i G4 R /TA
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- "- BY. DATE: qLI SIGNATURE.
JACK
v A R I CE 41275 EXP 3/ 1 /95 OWNER CHRISTOPHER LLOYD
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135 LIVERPOOL DRI E fA CARDIFF, CA 92007 619- 753 -1453 y (n • •
AS -SUA -T ENG4V�E,2 of Wve4 1 CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS AS SHOWN ADDRESS: 3615 FORTUNA
RANCH RD, OLIVENHAIN, CA � O
ICE LON r' ,> �� �� ON THIS PLAN SATISFY THE REQUIREMENTS AS STATED IN THE • •
E f AS BUILT ENCINITAS FIRE PROTECTION OLIVENHAIN MUNICIPAL WATER DISTRICT FINAL NOTICE OF APPROVAL FOR TPM 93 -053
AND THE ASSESSOR'S PARCEL NO. 264 - 241 - O1
Al
DISTRICT COMMUNITY DEVELOPMENT WATER WORKS APPROVAL
BOYLE ENGINEERING CORP STANDA DS F IVATE STREETS W
TELEPHONE: 619- 756 - 2606 Lv
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�C /p /G 1� roved b W
c MiG 4«. A** P,4s�o, Pte., DATE s ri is ulting Engineer AHMAD ZA C . E. 275
DATE Z
_ �� / L y�,/02 2 �`I� IL . i. 9 l o1 - 9q• SD- 001- 421 -02 REVIEW FOR aRM E 1 i H PRIVATE TR ET
STANDARDS. Q 0
6 FX �°� 3� s1 � ��lssoc_ D WATER MAIN EXTENSION NO. -149
BY: DATE BY: DATE ld E. Ca p ell D T JOB NUMBER Z 0 Z V
C. E. 15325 BY: D TE Q Q.
BY DRAWN
DESIGNED BY
I
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE s . CHECKED BY
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
CHISELED SQ TOP HDWALL MARKED W PLANS P E AREA UNDE SUPERVISION OF RECOMMENDED A OVE C)FM /C�i PRIVATE
STREET
EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL NIA __ - - - -'' DAT : 611194 t� WATER LINE - PUNS FOR
% 3706
STEEL FNCE POST AT SW COR INT / --a -
BY. BY.
FE RD 23' W RHO SANTA FE RD & R.C.E. NO. 41275 TPM 93 -053
60 S EL CAMINO DEL NORTE CL VERTICAL N/A ENGINEER O WO DATE: ZL 9y DATE:
EL 119.476. DATUM M.S.L. AHMAD ZAREI EXP. 3/31 /95 WORK PROJECT NO.
SHEET 1 OF'
C17Y OF ENCINITAS IMPROVEMENT PLAN
A. GENERAL GRADI PRWA TE STREET WATER LINE (OMWD)
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS,
THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, C. GRADING
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 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. THE EXCAVATION, PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS
2. THE SOILS REPORT TITLED GEOTECHNICAL RECONAISSANCE TPM 93 -053 AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS
PREPARED BY CARDIFF GEOTECHNICAL REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL.
DATED 5/2."/94 UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT
OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION tX`'
SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE
ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS AND THAT ALL
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF
SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF 2. THE CONTRACTOR' SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO
REMAINDER PARCEL ,
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL
IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. SEPARATE APPROVALS CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR
AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH r
IMPROVEMENT PLANS. TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO °
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT.
DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. _
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING.
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL PCL 0 0
5. CONTRACTOR SHALL TAKE ANY PRECAUTIONS REQUIRED TO PROTECT BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR PCL
3 z
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND
THE CONDITION EXISTING PRIOR TO GRADING. ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE PCL
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND THEN COMPACTED 2 PC L 4 Ito 6. THE DEVELOPER
SHALL BE RESPONSIBLE THAT ANY MONUMENT OR TO A MINIMUM OF 90 PER CENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY - -
R � N CN
BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE
- - D OVBLE LL r
ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR WITH SPECIFICATIONS. Z _
A LICENSED LAND SURVEYOR.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO �-
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PRODUCE SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
30' WATER LINE EASEMENT �n
SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED
GRANTED TO OLIVENHAIN MUNICIPAL 0
FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
WATER DISTRICT PER DOCUMENT v O
AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED ON
NO. F/P 77- 296591 RECORDED 7125177 N
EXCAVATION AND EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. CONTIGUOUS OWNERSHIP
I,
CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOT A PART Q
NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE
C)
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH
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MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL SOILS ENGINEER'S CERTIFICATE
KEY MAP
SCALE 1 = 400
PRESENT: CITY INSPECTOR ; CIVIL ENGINEER ; SOILS ENGINEER OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS 1, VITJiAYA
A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, KEY MAP LEGEND LL
GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. PRINCIPALLY DOING
BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS,
SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS SHEET
NUMBER
ADVANCE BY CALLING (619) 633 -2770. PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION
BETWEEN THE DATES OF ML�, r 19 AND Icw, Eft �- FIRE HYDRANT (JONES 3700) � Q
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY
PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE E. EROSION CONTROL ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS
STUDY, V �
DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CITY ENGINEER. FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CHRIS LLOYD AT 756 -2606. AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE
SOILS REPORT Q
CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS
2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AND SPECIFICATIONS.
OPERATION. AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY g _
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS SIGNED ___ Q
� pA01si p �.
1 1. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN I��.: �m .� �
s�%
PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND /OR RAIN IS IMMINENT. EXPIRATION DATE: t2 -�� - &� Z)
FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION ui 782 rn
SHALL BE PROVIDED STATING: 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED * Exp. 12 - 31 - 97
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THE GRADING UNDER PERMIT NO. 3706 -G HAS BEEN WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. s��`�o c
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE �� rE
APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED
pF �` W
AS-GRADED PLAN." 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES °A
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER
"ftaft
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH AFTER EACH RUN -OFF PRODUCING RAINFALL. ct
GRADING OPERATION. ENVIRONMENTAL DATA Q
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 57 - J
B. NOTIFICATIONS TO UNCOMPLETED GRADING OPERATION OR UNFORESEEN 16' O
CIRCUMSTANCES WHICH MAY ARISE. 2) MAXIMUM VERTIAL DEPTH OF CUT =
1. THE EXISTANCE AND LOCATION OF UNDERGROUND UTILITIES PIPES 20' SEWER EASEMENT -
AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE 10' 10' 3)
MAXIMUM VERTICAL DEPTH OF FILL = N/A C w
A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO
I
KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS SITUATION. 4) AVERAGE
DEPTH OF CUT = 6 ' M
ON THESE PLANS HOWEVER: 32 PRIVATE ROAD AND WATER MAIN EASEMENT
7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED 5 N/A , U)
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY GRADING PLAN SHALL BE INCORPORATED HEREON. 16.00' 16.00' ) AVERAGE
DEPTH OF FILL =
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES _ LOCATED AT THE WORK SITE. IT IS
THE CONTRACTOR'S RESPONSIBILITY 4.00' 12.00' 12.00' 4.00' CUT = 8 CY QUANTITIES SHOWN ARE FOR BONDING
TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN PURPOSES
ONLY AND ARE NOT TO BE
STRUCTURES PRIOR TO ANY EXCAVATION, FILL = 2 000 CY CONSIDERED ACCURATE OR CERTIFIED
FOR VERIFICATION AND AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF � � i I � �
LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: EACH WORK DAY. Z QUANTITIES. QUANTITES SHOWN
ARE NOT
2" AC EXPORT = 6 ,000 Cy TO BE USED FOR CONTRACT PURPOSES. �O
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN W OVER
A. SEWERS - CARDIFF SANITATION DISTRICT - 633 -2772 ? Q APPROVED
PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) EARTHEN Lu o Q BASE EARTHEN • .
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (407.). SWALE v � SWALE
�`'
B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC CO. - 232 -4252 SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH 2%
29'
RAINFALL. 2 :1 �� 2:1
C. WATER - OMWD 753 -6466 CUT OR CUT OR
SHOULD GERMINATION OF HYDROSEEDED SLOPES F 4 �FESS1p
10. AI TO PROVIDE L RO DE FILL FILL AS BUILT
D. TELEPHONE - PACIFIC BELL 298 - 0595 �„t11�7 �7 10' MIN
DIG ALERT EFFECTIVE COVERAGE OF GRADED SLOPES 907. COVERAGE) �
ERAGE PRIOR
( ) mac, f
-
1 TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WITH , ?�, INSTALL 6 PVC WATER
E. CABLE T. V. PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION INSTALL 8 PVC SEWER SEE PROFILE FOR DEPTH
O
35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF NO, 41 7� SEE PROFILE FOR DEPTH ` 6`' A.C. 'BERM �OTA S
DATE Z
CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS 1
2. THE STATE OF CALIFORNIA DEPARTMENT OF CONSE
( ) RVATION. �,c �xp 3/3119$
PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE 619 633 -2796 s j TYPICAL SECTION DOUBLE LL RANCH RD der CABLE
MARGARITA NO SCALE uj
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR f�lE' CIV 4�°° Z
INSPECTION. PHONE (619) 633 -2796 . ALL WORK PERFORMED WITHOUT Of C #��� 0 O
BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL.' WATER MAIN EXTENSION NO. 149A o =
Aj Q Q.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK OC 0073 SCALE DESIGNED BY DRAWN BY CHECKED BY A 3 FW0VALS CITY OF
ENCINITAS ENGINEERING DEPARTMENT DRAWING NO.
A , f-AdXr CHISELED SO TOP HDWALL MARKED W1 PLANS PR)FPARED UNDER SUPERVISION OF RECOMMENDED AP OVE QRADINQ /
PRIVATE STREET
STEEL FNCE POST AT SW COR INT n WATER LINE - PLANS FOR: .3706
EL CAMINO DEL NORTE & RHO SANTA HORIZONTAL N/A DATE: 611194 BY: C . BY:
FE RD 23' W RHO SANTA FE RD & A AA R.C.E. 41275 TPM 93 -053 C
60 S EL CAMINO DEL NORTE CL VERTICAL N/A E 0 WOR DATE: 4�.ZZ�y DATE: 0 '
EL 119.476. DATUM M.S.L. AHMAD ZAREI EXP. 3131195 WORK PROJECT NO. SHEET 2 OF
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