2001-7316 I (Plans) DEa"T OF
THAT ALL WORK SHALL BE DONE IN ACCORDANCE WIITH TH)E� STAN SPECIF'iCAIM
I HEREBY I HAVE EXERCISED RESPO CHARGE OVER TH DE SiGN OF TH THE PRO AS SPE CIAL PROVISIONS TO E STANDARD SPEcinCATIONS
THE SAN PUBLIC WORKS
STAN DARD
DEF1N IN SECTION
S CONSISTENT WITH CURRENT STANDARDS IONS CODE. AND THAT AND THE SAN . DIEGO O REGIONAL DI REGI STANDARDS
EDITiON�
THE PUBLIC ROAD, SEWER and TRAIL IMPROVEMENT PLANS
I UNDERSTAND THAT THE CHECK OF PROJECT DRAW!NGS AND SPECIFICATIONS
BY THE CiTY TO ENCiNITAS IS CONFINED TO A REVIEW ONLY AiD DOES NOT
RELIEVE ME, AS ENGINEER OF WIORK, OF MY RESPONSIBILITIES FOR PROJECT
DESIGN.
LOGIN ENGINEERING LEGEND
132 N. EL CAMINO REAL, N
ENCINITAS, CA 024
(760) 510-31 OWNER / SUBDMDER LEGAL DE ON SiTE LOCATION
ITEM STD. DWG. SYMBOL
c/o OLIVENHAIN PROPERTIES II, LLC PORTION OF LOT 18 OF MAP No. 848 VIA DI FEUCITA &
ltof ESS VENTU PACIFIC DEVELOPMENT A.P.N. 264 - 151 -52 O 264 - 151 -53 DESERT ROSE WAY SUBDIVISION BOUNDARY .................
............................... _ _
j .Q L c � P.O. BOX 231539 OLIVENHAIN
BY.. DATE �, c s ENCINITAS , CA 92023 -1639 EASEMENT LINE
E .
° (760)632 -5609 ........................ ............................... .
W c 397 CUT SLOPE (2:1 MAX.)
* 6*. 12/31/bs
RCE No =72 EXP. DATE: 1 -31-az * ................ ............................... .
FILL SLOPE (2:1 MAX)
F
or cio
LIMITS OF GRADING O CUT/FILL LINE ...............................
SOILS ENGINEER'S CERTIFICATE
EXISTING CONTOUR ...................... ...............................
THESE GRA01NG PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND ARE FINISH CONTOUR ...................... .........................
......
FOUND TO BE IN GENERAL CONFORMANCE WITH THE RECOMMENDATIONS eEO GF
PRESENTED IN THE REPORT OF GEOTECHNICAL INVESTIGATION PREPARE FOR A G, W Q !� FINISH ELEVATIONS ......................
............................... 0- M&
THIS PROJECT. \� ym O
NM 1755 (P DESERT DE3�RT ROW WAY SITE BROW DITCH ........................... D -75 ..........................
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'4eaV4 J_ CERTIFIED
DENNI E. ZIMMERMAN VINCENT W. GARY ENGINEERING
C 26676, GE 928,, EXPIRES 3/31/04 CEG 1755, EXPIRES 7/31/b3 `�y GEO LOGIST
TYPE "B" INLET . ....................... .0 -2....................
WESTERN SOiLS ! FOUNDATION ENGINEERING QROf ESS /O NA 9 FELIOTA CATCH BASIN or CLEAN-OUT ........ D- 7/b- 9 ....................
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ESCONDIDO, AVEN 92029 4 O�\S E ziM, 1F 13TH ST
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l -!l O TfCHN�
O ���• h' ROLLED CURB f CUTTER ................. G- 4.......................
/4 F OF CA 1EO a . .
l
I WE)) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR 17,15 A.C. PAVEMENT ......................... ....................
........... ENGINEERING
GE OLOGIST HAS BEEN OR WiLL BE RETAINED TO SUPERVISE OVER ALL GRADING O
GRADING AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. d z A.C. BERM (TYPE "E')
b �
DRIVEWAY APRON ................. G-14 ......................... ,
ViCINiTY MAP
BY: DATE: llG NO SCALE PEDESTRIAN RAMP ................. G- 27.........................
Ti�OAIAS BRCS PAGE 1144 AS ROBERT A. BOOKER WATER SERVICE .........................
81.1 ..........................
SEWER LATERAL .................... S-13/ .................... .
SEWERMAIN .. ............................S -4 ..........................
I HEREBY AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN ON
THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER
SEWER MANHOLE ........................ 1 ..........................
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO PURSUE SUCH WORK
ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL COMPLETED, IRRESPECTIVE WESTERLY EASTERLY NO PARKING FIRE LANE SiGN ....................
R26- 4............ -4 C4
AND INDEPENDENT OF ANY OTHER WORK ASSOCIATED WITH THiS PROJECT OR
UNDER MY CONTROL RIW R11W
STOP SIGN ................................... ..� C4
N30'
STREET CENTERLINE MONUMENT ................. M- 10.............
30 Pow mw R.a M: PER MAP M0. 1.1911 EXb7. .30 PWLIC RIAAD DISEdlEw PER STAMPED A.C. L CROSSING .
BY: DATE: �o Z(7o2 TRAIL, t�
DOC. /1b� 94- O:f72543, RECD. D- 27 - -94 ...... ............................... :; •� :• `i:: ~:
ROBERT A. BOOKER F. L.
10' 25' NC 1d'
ADDRESS: P.O. BOX 231639, ENCiNITAS, CA 92023 -1639 I
OWED F. ) L GR4 DED rD (IS ,
15' f0' 5 12'
Z
FACE OF BERM PUBLC TRM I NORTH
ASSESSOR'S PARCEL No.: 264 - 151 -52 do 53 /MPROWkTATS Z
[a0/VCRE7F APgll CURB G -5, AC BERM SLOPE OF 50' R.O.W. PER FINAL MAP W
LOT SLOPE
PER STD. DN'C G -4 I TYPE 2r' PER PLAN p' F.L 32 • F.L O• IL
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EXTEND IMPROVEMENTS A.C. STRUCTURAL �� W w
0 (P Lw*r S F • 1,O &I PER EWINffAS PUBLIC TO MAiCH WEST SIDE P.C.C. ROLLED SECTION ON APPROVED �;
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V DEWTES PROFILE ELEVATIl7N NEW 2:1 SLOPE PER ? Z
DWG. No. 7316 -G. B ASE
PUBLIC ROAD�STTANDARDS CNJRB PER G -4 C4
WSME IME WA Y W a �
77 S 5E _ • ViA DI A Z C) M
NO SCALE (7 J
NOTE: PARKING ON ONE SiDE ONLY W 410
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FILE NAME: OM2- IP -1.dwg ♦ DENOTES PROFILE ELEVATION Z Z 000%
PLOT DATE: 04 -16 -02
NOTE: F.L. IS SAME AS CURB UNE Q O
PER DETAIL THIS SHEET O M 40
• Civil Engineering OOMMUN" SMVICE ENCMAS FEE DWAFffWENT OUVB*M MIU M PAL WATER DISTRICT
• Land Planning J �v
• Structural
• Surveying
132 N. El Camino Real, Suite N • Encinitas, CA 92024 f -d -off .Z .0 2-
Phone 760 -510 -3152 Fax 760 - 510 -3153 APPROVED BY DATE APPIPVED APPFPVW BY DATE
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT APPROVALS CITY O F E
N C I N ITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0.
1 O(ZV L /• OZ•o - 250 OC - 0073 CHIS. SO. TOP OF HEADWALL W/ PLANS PREPARE UNDER THE SUPERVISION OF RECOMMENDED APPROVED
PUBLIC IMPROVEMENT PLANS FOR:
5377 —G CAMINO � NOR S AND R R . ANCCHO�SAN LL TA FE jL N / A DATE: � � - v Z
ROAD. 23 WEST OF R 7316 - I
RANCHO SANTA FE MID BY: BY:
Z R.C.E. N0. . 39726 OLIVENHAIN MEADOWS 11
eo SOUTH of EL CAMINO DEL NORTE
MAP No. 39 2 �-- �• -�.•� SZ D
CENTERLINM VERn NIA APPROVED BY DATE DOUGLAS E LOGIN EXP. 12 -31 -05 DATE: S/ 2 3 / o Z SVP = Jt WORK PROJECT
N0. CiTY OF ENCiNRAS TI�1 -•054 OF 5
EL- 119.476 DATUM: U.S.C. ! G.S.
GRADING PLAN NOTE'S OUVENHAIN MUNICIPAL WATER DISTRICT GENERAL IMPROVEMENT NOTES
GEN RAL WATER SYSTEM NOTES SEWER NOTES:
WORK TO BE DONE --
POTABLE WATER ALL WORK SHALL BE DONE IN ACCORDANCE WiTH THE STANDARD 1. A PERMIT SHALL BE OBTAINED FORM
THE ENCINITAS ENGINEERING V
SER tC
A. GENERAL SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, (LATEST EDITION), THE DEPARTMENT FOR ANY WORK WITHIN
THE STREET RIGHT -OF -WAY.
1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE 1.
WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS 2. THE STRUCTURAL
SECTION SHALL BE IN ACCORDANCE WITH CiTY OF ENCINITAS
IONS
SPECIFICAT FOR PUBLIC WORKS CONSTRUCTION, AMC) THE DESIGN COLLECTED, PULLED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE AND MATERIALS AS SPECIFIED
IN THE OLNENHAIN MUNICIPAL WATER DISTRICT FOR PUBLIC WORKS CONSTRUCTION, (ADOPTED BY THE SAN DiDGO REGIONAL PUBLIC ROAD STANDARDS. R - VALUE TESTS SHALL
BE REQUIRED PRIOR TO
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A STANDARD SPECIFICATIONS
FOR THE CONSTRUCTION OF WATER MAINS AND STANDARDS COMMITTEE), THE SAN DIEGO REGIONAL STANDARD DRAWINGS CONSTRUCTION. (PUBLIC)
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL FACILITIES, DATED MARCH
1997 WITH REVISIONS. CONTRACTOR SHALL HAVE A (LATEST EDITION) AND THE FOLLOWING SPECIAL PROVISIONS:
THEREFORE SHALL BE APPROVED BY THE CRY ENGINEER PRIOR TO ANY OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER CURRENT COPY OF
THE STANDARD SPECIFICATIONS ON THE JOB SITE AT ALL 3. THE STRUCTURAL SECTION SHALL BE IN ACCORDANCE WITH CITY OF ENCiNITAS
REQUEST FOR INSPECTION. AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL TIMES. 1. TRENCH WIDTH SHALL BE PER SDRSD
NO. S -4 UNLESS OTHERWISE NOTED. STANDARDS. R -VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION.
. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX (PRIVATE)
IW 2
2. THE SOILS REPORT TITLED GEOTECH
CAL INVESTIGATION, MARTIN REQUIRED, CONTACT BOB BOOKER AT DISTRICT'S AS REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE 2. PIPE
AND BEDDING CONDITIONS:
PREPARED BY WESTERN SOILS dt FOUNDATION ENGINEERING A ALL PIPE SHALL HAVE 4 APPROVAL OF A CONSTRUCTION OUTSIDE
THE PROJECT BOUNDARY
DATED 10 -24 -00 SHALL BE CONSIDERED AS A PART OF THIS GRADING THE PIPE. " MINIMUM OF 3/4" CRUSHED ROCK BENEATH 4.
APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CON
SUBDIVISION D. EROSION CONTROL () ACCOMPLISHED PRIOR TO THE PRE - CONSTRUCTION MEETING WITH THE IS 'S INSPECTOR.
(B) V.C.P. AND A.B.S. TRUSS PIPE BEDDING FROM BOTTOM OF PIPE TO 12" 5. ALL UNDERGROUND UTI AN D THE STREET RIGHT BE
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE 1. IN CASE EMERGENCY WORK CONSTRUCTION SHALL
R
MINIMUM ABOVE THE PIPE SHALL BE SAND, GRAVEL, CRUSHED AGGREGATE, CONSTRUCTED, CONNECTED D TESTED PRIOR
TO OF BERM.
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. VENTURE PACIFIC DEVELOPMENT. 760.632 -5609
3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S NATIVE FREE-DRANK GRANULAR MATERIAL HAVING SAND EQUIVALENT
OF
CURB, CROSS GUTTER AND PAVING.
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES. INSPECTOR. INSPECTOR'S SCHEDULING MUST BE 24 -48 HOURS IN ADVANCE OF
LOCATION 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE 30 OR BETTER. 6. THE EXISTENCE
AND LOCATION OF EXISTING UNDERGROUND FA�ITIES
SHOWN
AND TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET AT ALL TIMES DURING THE RAINY SEASON(OCT. 1- APRIL 15). ALL NECESSARY WORK.
(C) P.V.C. AND A.B.S. SOLID WALL PIPE BEDDING FROM BOTTOM OF PIPE TO ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS.
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE 12"
MINIMUM ABOVE THE PiPE SHALL 3/4" CRUSHED ROCK. A B.S. TO THE BEST OF OUR KNIOWL EDGE, THERE ARE NO DENIER EXISTING FACILITIES
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 4. WHERE ELEVATIONS AND GRADES ARE
NOT SHOWN ON THE WATER MAIN SOLID WALL PIPE MAY BE USED ONLY WHERE PiPE INERT GRAADES ARE EXCEPT AS SHOWN ON THESE PLANS. HOWEVER, THE CONTRACTOR
IS
PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF FINISH 1 R OR GREATER. REQUIRED TO TAKE PRECAUTIONARY
MEASURES TO PROTECT ANY EXiST NG
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE GRADE
OF STREET. FACILITY SHOWN HEREON AND ANY OTHER WHICH iS NOT OF RECORD OR NOT
APPROVAL OF THE ENGINEERING INSPECTOR. 3. AFTER COMPLETION OF PiPE LAYING, ALL MAIN LINE SEWERS, SEWER SERVICE
SHOWN ON THESE PLANS.
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTION REQUIRED TO 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE
LATERALS AND STUCTURES SHALL BE TESTED IN THE PRESENCE OF THE
ADJACENT PROPERTIES DURING GRADING OPERATIONS. . THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO LOCATED 5 -FEET FROM A SIDE LOT
LINE. INSPECTOR AIR PRESSURE TEST SHALL BE USED A 3/4 -INCH HIGH LETTER "W" SHALL BE . UNLESS OTHERWISE 7. LOCATION AND ELEVATION
OF IMPROVEMENTS TO U MET B WORK TO (3E
PROTECT ADJACENT 4 CHISELED IN TOP OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER DONE SHALL BE CONFIRMED
BY FIELD MEASUREMENTS PRIOR TO
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION WORKING ORDER TO THE SATISFACTION OF THE CiTY ENGINEER AFTER EACH
DIRECTED BY THE INSPECTOR. CONSTRUCTION OF NEW WORK. CONTRACTOR WiLL MAKE EXPLORATORY
EXISTING PRIOR TO GRADING. RUN -OFF PRODUCING RAINFALL SERVICE CROSSINGS.
REVIS
4. THE CONSTRUCTION OF P.C.C. SEWER MANHOLE SHALL BE PER SDRSD N0. S -17. EXCAVATIONS AND LOCATE EXISTING
D FACILITIES SUFFlCENTLY
6. MANUAL AIR RELEASES SHALL BE INSTALLED AT ALL HIGH POINTS AND AHEAD OF TO PERMIT IONS TO PLANS
IF REVISIONS ARE
POURED IN PLACE MANHOLE B
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
BASES SHALL BE A MONOLITHIC POUR FINISHED NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES.
BLOW -OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE PLACE MANUAL AIR
AS MAY BE REQUIRED BY THE CITY ENGIN EER DUE TO AN INCOMPLETE GRADING COMPLETE AT OL OF POUR. PRECAST MANHOLE BASES
ARE ACCEPTABLE FOR
AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAID OPERATION OR UNFORESEEN CIRCUMSTANCES THAT MAY ARISE. RELEASES AND BLOW -OFFS WITHIN
METER BOX AND LOCATE BEHIND CURB UNLESS USE WITH g• COLLECTOR SYSTEMS WITH INSPECTORS'S APPROVAL 8. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS AND
ELECTRIC COMPANY
BENCHMARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED
OTHERWISE APPROVED BY DISTRICT'S REPRESENTATIVE. FIRE HYDRANTS MAY BE PRIOR TO STARTING WORK NEAR COMPANY FACILITIES
AND SHALL COORDINATE
SURVEYOR.
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW -OFF WHEN LOCATED AT
or GAS SERVICES WITHIN THIS PROJECT ARE 5 THE CONSTRUCTION OF 4" SEWER LATERAL PER SDRSO NO'S S -13 AND S -14. HIS /HER WORK WITH
COMPANY REPRESENTATIVES.
NEAR HIGH or LOW POINTS, AS APPROVED BY THE DISTRICT'S REPRESENTATIVE LATERALS AND
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
LATERALS SHALL NOT DISCHARGE DIRECTLY INTO MANHOLE. NOTICE ALL E
DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING WATERS CREATE A HAZARDOUS CONDITION. CONNECTIONS TO EXISTING MAINS SHALL
BE "UNDERGROUND INSTALLATIONS'. FOR LOCATION OF ELECTRICAL
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS 7. UNLESS OTHERWISE NOTED, 6. THE CONSTRUCTION OF CONCRETE
ANCHOR WALLS PER SDRSD N0. S -10, TYPE A
REGULA TIONS. 7. ALL EROSION CONTROL MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF EXISTING MAINS CABLES
AND GAS PIPING AND ES CONTACT THE SAN
AND REGULA T MEASURES PROVIDED PER THE APPROVED GRADING SHALL BE SUBJECT TO APPROVAL BY THE DISTRICT. DISTRICT SHALL BE 7 ALL mAINS
AND LASS SHALL BE CONSTUCTED WITH 42" MINIMUM COVER. DIEGO GAS AND ELECTRIC COMPANY.
8. PLAN SHALL BE INCORPORATED HEREON. NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN.
GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A TELEPHONE: (800) 422 -4133. HEAR
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM 8.
THE FINAL LOCATION AND ELEVATION OF SEINER LOCATION AND ELEVATION 9. THE CONTRACTOR SHALL NOTIFY PACIFIC BELL PRIOR TO STARLING WORK
8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR
HOURS OF 5:30 P.M. AND 7:30A.M. NOR ON SATURDAYS, SUNDAYS AND CITY THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKDAY. HIGH -LINING TEMPORARY SERVICES,
ETC., PRIOR TO SHUTDOWNS. NO OF SEWER AND WATER MAINS AND LATERALS SHALL W SHOWN ON ORIGINAL COMPANY FACILITIES AND SHALL COORDINNATE HIS/HER WORK
WITH COMPANY
AS -BUILT PLANS, PRIOR TO ACCEPTANCCE OF WORK. REPRESENTATIVES.
RECOGNIZED HOLIDAYS.
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY.
9. NO GRADING OPERATIONS SWILL COMMENCE UNTIL A PREGRADING MEETING OF EACH WORKING DAY W 9. ALL DESIGN CHANGES OF SEWER
MAINS SHALL BE APPROVED BY THE DISTRICT NOTICE ALL TELEPHONE SERVICES WITHNIN OR PROJECT BOUNDARY ARE
WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY FORTY PERCENT (407G). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER 9. LINE VALVES,
WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE ENGINEER IN WRITING PRIOR TO ACCEPTANCE FOR PUBLIC USE. "UNDERGROUND INSTALLATIONS". FOR LOCATION OF
CABLES AND
INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND EACH RAINFALL. LOCATED ON THE PROLONGATION OF THE STREET RIGHT - -WAY WHENEVER
APPURTENANCES CONTACT PACIFIC BELL
PERMTTT THE ENGINEER, MEETING SHALL BE SCHEDULED WITH THE CITY AT POSSIBLE. 10. FILL AREAS MUST BE COMPACTED TO 90%
PRIOR TO PIPE INSTALLATION. TELEPHONE: (800) 422 -4133
CALLING (760) 633 -2770. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAiL To PROVIDE EFFECTIVE 10. IT SHALL BE
THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY
48 HOURS IN ADVANCE 8Y CA R GRADED SLOPES SEER COVERAGE) PRIOR TO NOVEMBER 15, THE 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE
FIRE DISTRICT AND 11 THE CONTRACTOR SHALL NOTIFY THE DISTRICT'S FIELD OPERATIONS AGENCIES, ADVISE THEM OF THE PROPOSED IM , AND BEAR THE
COVERAGE
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN MEETING THE DISTRICT'S
STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT DIVISION 48 HOURS IN ADVANCE OF BEGINNING WORK TO ARRANGE FOR COST OF RELOCATIONS, IF NEEDED.
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL LOCATIONS SPECIFIED
BY THE FIRE DISTRICT. INSPECTION OF PROJECT. PHONE NO (760) 633 -2770.
AND RECEIVE APPROVAL FROM THE CiTY ENGINEER FOR THE PROPOSED HAUL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION.
11. ALL TELElAS10N SERVICES WITHN THIS PROJECT ARE "t1NpERGR'OL1ND
11. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. 12. CONTRACTOR SHALL OBTAIN A PERMIT FROM THE
CRYS ENGINEERING INSTALLATIONS MI
FOR LOCATION OF CABLES D APPURTENANCES CONTACT
ROUTE. THE DEVELOPER SWILL COMPLY WITH ALL CONDITIONS AND
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE E. HYDROSEED
REQ UNG OPERATION. SUBMITTED TO THE DISTRICT PRiOR TO CONSTRUCTION. RIGHTS - OF - WAY. 12. POWER SOURCES AND RUNS
SERVING STREETLIGHTS SHALL BE SHOWN ON THE
HYDR05EEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 12 ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. LINE
"AS BUILT" IMPROVEMENT DRAWINGS. ALL SOURCES SHALL BE LOCATED
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: CROSSINGS, LINE PARALLELING,
OR PROPOSED CONNECTIONS SHALL BE FIELD 13. THE CONTRACTOR SHALL AND HEREBY DOES GUARANTEE ALL WORK FOR A WITHIN THE DEDICATED RIGHT -OF- WAY, OR
WITHIN EASEMENTS DEDICATED TO
PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSINGS OR UTILITIES
WITHIN PERIOD OF ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK BY THE THE CITY OF ENCINITAS. (PUBLIC)
AS- GRADED FINAL RELEASE OF SECURITY, AN AS- GRADED CERTIFICATION SHALL a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. OWNER D
SHALL REPAIR OR REPLACE ANY OR ALL SUCH WORK TOGETHER
13
"THE GRADING UNDER PERMIT N0. 7219 - HAS BEEN 10 - FEET OF PROPOSED WATER MAINS, SHALL BE SHOWN ON IMPROVEMENT WITH WITH A ANY
OTHER WORK WHICH MAY BE DISPLACED IN SO DOING, THAT MAY . NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED
BE PROVIDED STATING
PERFORMED IN SUBSTANTIAL CONFORMANCE WiTH THE APPROVED GRADING b. 5 FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT PROVE
DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE OUTSIDE THE AREAS TO BE PAVED.
PLANS.
NL
PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN". THIS STATEMENT SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER . PERIOD
FROM DATE OF ACCEPTANCE WITHOUT EXPENSE WHATSOEVER TO 14. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY.
SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL THE MATERIAL AS APPROVED BY THE CITY ENGINEER. THE OWNER, EXCEPTING
ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR L ENGINEER 13. ALL WATER SERVICES FOR IRRIGATION MULTIPLE RESIDENTIAL COMPLEXES CiTY
OFFICIAL'S SIGNATURE HEREON DOES NOT CONSTITUTE APPROVAL OR
AND COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE AN APPROVED
WHO CERTIFIES SUCH GRADING OPERATION. NEGLECT. RESPONSIBILITY OF ANY KIND FOR THE DESIGN OR CONSTRUCTION OF
THESE
IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE BACKFLOW PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER. NT
PRIVATE IMPROVEMES. (IF APPLICABLE)
B. NOTIFICATIONS OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 14. CONTACTOR SHALL FURNISH AND INSTALL, PER
SPECIFICATIONS, THE 15 ALL L� SHALL PROVIDE TRUE 90- DEGREE CUTOFF, AND ALLOW NO
14. THE WATER SYSTEM SHALL PRESSURE TESTED IN ACCORDANCE WITH THE APPROPRIATE BURIED UTILITY WARNING AND INDENTiFiCATION
TAPE ABOVE
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: PROCEDURES IN THE
STANDARD SPECIFICATIONS. THE CLASS OF PIPE SHALL BE ALL PUBLIC SEWER LINES, AND PORTIONS OF SEWER LATERALS LOCATED WITHIN ESCAPE OF LIGHT ABOVE THE HORIZONTAL
(PUBLIC)
SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. USED AS THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES
PUBLIC RIGHT -OF -WAY OR EASEMENTS.
OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS a. SEED MIX SHALL CONSIST OF NO LESS THAN: (CLOSED) AND APPURTENANCES.
16. THE CONTRACTOR SHALL PRE - CONS TRUCTIO N FROM THE QE SHARING PROVIDE TO THE BEST DEPARTMENT APRE
CONSTRUCTION MEETING AND SWILL PROVIDE AT LEAST 48
SHOWN ON THESE PLANS, HOWEVER: 15. "AS BUILT' DRAWING MUST BE SUBMITTED PRIOR TO FINAL ACCEPTANCE OF HRS OF
NOTICE FOR SUCH A MEETING. PHONE NUMBER: 633 -2770.
1. 20 LOS. PER ACRE OF ROSE CLOVER 15. CONTRACTOR TO TiE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN THE WORK.
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
17. THE DEVELOPER SHALL 8E RESPONSIBLE THAT ANY MONUMENT OR
16. THE DEVELOPER MAY BE REQUIRED TO GRADE AN ACCESS ROAD TO BENCHMARK THAT IS DISTURBED OR DESTROYED
SHALL BE RE- ESTABLISHED
TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE 2. 20 LBS. PER ACRE OF ZORRO FESCUE
WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT 16. ALL DEFLECTIONS (HORIZONTAL AND VERTICAL) SHALL BE MADE BY USE OF
MAINTAIN ANY PUBLIC SEWERS CONSTRUCTED WITHIN EASEMENTS AND MAY AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND
THE FOLLOWING OWNERS OF SAND UTILITIES OR STRUCTURES PRIOR TO 3. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA JOINT COUPLINGS WiTH 4e MAXIMUM
DEFLECTION PER COUPLING (2o PER JOINT). BE REQUIRED TO DEDIDCATE ADDITIONAL ACCESS EASEMENTS TO MAINTAIN SURVEYOR.
ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NO BENDING (CURVING) OF PIPE SHALL BE THE PUBLIC SEWERS.
18. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND
NOTIFICATION OF COMMENCEMENT OF WORK: 4. 4 LBS. PER ACRE OF ACHILLEA MILLEFOL.IA WATER SERVICE BY CHISELING
THE LETTERS "S" AND "W" RESPECTIVELY, 2" HIGH
a. SEWERS - CARDIFF SANITATION DISTRICT - (760) 633 -2770 17. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE WITH
17 NEW SEWER MAINS LESS THAN 36' IN DIAMETER SWILL BE INSPECTED BY INTO THE FACE OF THE CURB.
b. GAS & ELECTRIC - SAN DIEGO GAS do ELECTRIC - 619 232 -4252 5. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) SECTION 15041 OF THE STANDARD
SPECIFICATIONS PRIOR TO TiE -IN or CLOSED CIRCUIT TELEVISION AFTER COMPLETION OF TRENCHING BACKFILL VINO
IN MUNICIPAL WATER DISTRICT - 760 753 -646fi CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST FINISHED GRADING
BUT PRIOR TO PLACEMENT OF PAVEMENT OR PERMANENT
19. THE ADDRESS OF EACH LOT SWILL BE PAINTED ON THE CURB IN A MANNER AND
C. WATER - OIJVENHA _ 6. 1 2 LB. PER ACRE OF DIMORPHOLECA RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED PARAGRAPH 3.06
OF THAT LOCATION APPROVED BY THE INSPECTOR.
d. TELEPHONE - PACIFIC BELL TELEPHONE CO. - (619 293-0595 / TRENCH RESURFACING. CONTRA�CiOR SHALL PROVIDE FOR TELEVISION
SPECIFICATION SECTION. INSPECTION. (SEC. 306 - 1.4.8). 20. ALL WORK SHALL BE DONE iN ACCORDANCE WITH
THE STANDARD
e, CABLE N - DANIELS CABLEVISION - (800) 422 -4133
7. ITEMS C. D. E. AND F OF THIS SUBSECTION MAY BE OMITTED ON SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
(ADOPTED BY THE SAN
2. CONTRACTOR SHALL NOTIFY THE CiTY ENGINEER'S OFFICE 48 HOURS PRIOR TO LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE 18. METER
BOXES FOR 2 -INCH SERVICES or SMALLER SHALL BE FIBERGLASS DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL C4
GINNING ANY WORK ON THiS PROJECT. PHONE: (760) 633 -2770. FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. REINFORCED POLYMER CONCRETE
(RPC) MANUFACTURED BY ARMORCAST STANDARD DRAWINGS (LATEST EDITION). N
PRODUCTS COMPANY, CDR SYSTEMS CORPORATION, or APPROVED EQUAL METER
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. 8. ITEM "A" OF THiS SUBSECTION MUST BE INOCULATED WITH BOX SIZE SHALL
BE 17 "x3O ". METER BOXES SHALL NOT BE PLACES WITHIN A
PHONE: (760) 633- 2770. ALL WORK PERFORMED WITHOUT BENEFIT OF NITROGEN FIXING BACTERIA AND APPUED DRY EITHER 13Y DRIVEWAYS or SIDEWALKS WITHOUT
THE DISTRICTS PRIOR WRITTEN CONSENT.
INSPECTION WiLL BE SUBJECT TO REJECTION AND REMOVAL DRILLING OR BROADCASTING BEFORE HYDROSEEDING.
C. GRADING 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSiTE IN DEVELOPMENT OF THIS PROJECT SHALL
COMPLY WITH ALL REQUfREirIEMS OF STATE
UNOPENED CONTAINERS WiTH THE CALIFORNIA DEPARTMENT OF WATER RESOURCES CONTROL BOARD (SWRCB) ORDER No. 99 -08
-DWG (N.P.D.E.S.
1. ALL GRADING SWILL BE OBSERVED AND TESTED BY A QUALIFIED SOIL ENGINEER
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