1999-6062 G (Plans) is
WORK TO BE DONE
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS cOMM
CO NSTRU C TION Imo,
)
THE SAN DIEGO ( AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION). AND
OLIVENHAIN MUNICIPAL WATER DISTRICT CURRENT STANDARD SPECIFICATIONS
FOR THE CONSTRUCTION OF WATERMAINS do FACILITIES
ITEM RSD SYMBOL QUANTITY
PROPERTY LINE - -�-
20" EXISTING CONTOURS
ig FINISH CONTOURS 54,
75
1 • 1 • 16 1 • 1 • PROPOSED SPOT ELEVATION
CUT SLOPE (2:1) _ I L I :v
•1 7G ?•' FILL SLOPE (2:1)
CONSTRUCT ROLLED CURB AND GUTTER G -4 1488 IF
2' AC PAVING TYPE E ASPHALT DiKE PRIVATE ROAD CERTIFICATION CONSTRUCT 6" AC DIKE TYPE A G -5 79 LF
PER SDRSD NO. G -5 I CERTIFY THAT THE PRIVATE ROAD IMPROVEMENTS
CONSTRUCT AC STRUCTURAL SECTION 15.700 SF
AS SHOWN ON THiS PLAN SATISFIES THE REQUIREMENTS
TYPICAL DRIVEWAY SECTION
AS STATED IN THE FINAL NOTICE OF APPROVAL
FOR TRACT NO. 98 -139 AND THE STANDARDS FOR CONSTRUCTION OF WATER MAIN -- 976 LF
NOT TO SCALE
PRIVATE STREETS.
'� �� CONSTRUCTION OF VALVE ASSEMBLY i EA
11—m-0 nu:
DATE CONSTRUCTION OF FIRE HYDRANT ASSEMBLY �— -•-� 1 EA
60' ( PRIVATE) RCE CONSTRUCTION OF BLOW -OFF ASSEMBLY 1 EA
50' GRADED WIDTH CONSTRUCTION OF MANUAL AIR RELEASE - 1 EA
10 15' 15' 10' S' CONSTRUCTION OF WATER LATERAL — w 4 EA
� ' OWNER'S CERTIFICATE LEGAL DESCRIPTION
i EXISTING SEWER LATERAL
SEE CE �- ---�
RTIFICATE OF COMPLIANCE, DOC.
_, :3 1 (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST NO. 1997- 0614690 s
m m HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY APN . -091-58
EXISTING SEWER MAIN
?• �� AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. pFESS /p
l > > #W = �QP Nq�
k. B. F Ql1cG L EXiST1NG WATER MAiN
-zx ` {
12 EXISTING MANHOLE
.;:.
SIG TURE DATE r2 �2
D s
6037
✓+� Z'� NO.3
2� ���
OP. 6.3000 MGiNEERINti
•
1 RCP STORM RAIN
2� LF
>� sro 0
ROLLED cuR6
� � GEOLOGIST
8 c
PER SDRSD NO. G -4 SIGN RE DATE
AC STRUCTURAL (TYPICAL BOTH SIDES) ct� Cmt �F G ED N'� tt �o 0o P �� 24' RCP STORM DRAIN 258 LF
SECTION AL1 F
SIGNATU E DATE pF CAS \4�
- - ' 30" RCP STORM DRAIN .Y 17O LF
N
WILDFLOWER DRiVE EXIST. O FFSITE SOILS ENGINEERS CERTIFICATE to STREET SECTION
C ON STRUCT STRAIGHT HEADWALL TYPE A D -3o 2 EA 1110
..
/J Iv 1 ` fa 3 . A9
- A
PER DWG. N 0. — R NAME: JESSE R. OAKLEY KEVIN K. TAKABAYSHI, SUZANNE M. TAKABAYSHI
I -� A REGISTERED CIVIL ENGINEER IN THE ST TE
OF NOT TO SCALE CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED TYPE F CATCH
BASIN D -7 _ 2 EA
ADDRESS: 21-71 PAVILLION DRIVE M
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE �
4
ANA 7 5 D
- EA
SA CA 92 0 - IN 2
SA TYPE B 1 CURB LET
SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR
PHONE: (714) 731 -8833
40' PRIVATE ROAD AND PUBLIC UTILITY EASEMENT PER PARCEL MAP UNDER MY DIRECTION BETWEEN THE DATES L� ' 9 AND GRAVEL
BAGS 710 EA I
ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, �1
i
32' GRADED WIDTH R IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE
OFFICE OF HYDROSEED ` 2110 SF 0
PLANS. THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING (�
4 4 12 12 4
PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE RiP RAP D -40
R IS FURTHER AGREED THAT THE OWNER (DEVELOPER} SHALL HAVE A T HAVE BEEN INCORPORATED IN THE
SOILS REPORT F R TH PROJECT
� i 3.5 � _ C
W MA H CHANGES, ALTERATIONS OR 14 4 EA
I M ENGINEER MAKE SUC C G
REGIS TERED CIVIL E AY
WITH PROPOSED DRIVEW
• FIRE �• (�) GRADING PLANS ND CI CA
z z ,
6 6
- THESE PLANS WHICH THE DIRECTOR OF ENGIN G
J J 2 PROTECTION POSTS PER ADDITIONS TO ESE LA S
OMWD STANDARD SPECIFICATIONS DETERMINES ARE NECESSARY AND DESIRABLE FOR THE PROPER
m it COMPLETION OF THE IMPROVEMENTS. SIGNED:
o: o:
?,• D
2% 2.
I �
o _ av
� 3 6 0 3 7 0
• Z• IMPROVEMENTS SHOWN RCE No.. 3 EXP DATE: G - 3
� ..— I FURTHER AGREE TO COMMENCE WORK ON ANY
1
,\ QUANTITIES NOTE
�;• THE QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
2% ON THESE PLANS WITHIN EXISTING CITY RIGHT -OF -WAY WITHIN 60 SIGNED:
DAYS AFTER THE ISSUANCE OF THE CONSTRUCTION u CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS A PART
OF HiS BiD.
ROLLED CURB PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL WORKING DAY UNTIL CEG No.: a' 3 / / " 3 -D p
, —L—� EXP DATE:
MIN. 4 AC OVER PER RS NO. G -4
,. CLASS II BASE (TYPI E SD 0 COMPLETED IRRESPECTIVE AND INDEPENDENT OF ANY OTHER WORK V
ASSOCIATED WITH THiS PROJECT OR UNDER MY CONTROL.
6
TH 1 Z
s
PER CITY OF ENCINITAS
BO SIDES)
ROAD STANDARDS 8 TER AC STRUCTURAL - _ _ DECLARATION OF RESPONSIBLE CHARGE
WA �- �-O0�
i
1t►�" w
PER THIS PLAiV SECTION PER SOILS
8" SEWER PER CS -315 INVESTIGATIONS � E DATE 0
I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. ,
j • t- 2 • v d THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE �p ROPE Z
WILDFLOWER DRIVE (PRIVATE) ASIGN ATURE RE DATE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS
_ _ CODE, AND THAT TH DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
�
TYPICAL STREET SEC O W
DATE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS W ROAD W
T.I . =J.0 04 BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES C Z
NOT TO SCALE - NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR o �pfESSI�, I _ G CAS
9 c
- PROJECT DESIGN. �c. � L Y f �9,� � �C/�O � C,
Under round Service Alert NAME: JESSE R. OAKLEY �.� p o
Mi, SUZANNE M. TAKABAYSHI
Z
KEVIN K. TAKABAYS
INC. '� - W
N DIEGUITO E NGINEERING, C �
SA ,t #i ,
t
o MANCHESTER
ADDRESS: 2171 PAVILLION DRIVE AVENUE SUITE 105 MUNSON RCE 40980
4407 L q, �►
R
b
Call. TOLL FREE
SANTA ANA, CA 92705 ENCINITAS, CALIFORNIA 92024 J,� DP. 3-31 -Q; ` �'
1-800 PHONE: (714) 731 -8833 PHONE: (760)753 -5525 _ � C i V I` o �� JA SMINE SU MMIT'
422 - F
0 \
41 ��
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OF SATE B
o �N
TWO vorecnM DAYS BEFaaE Yau XG �i N v %J aEGo W
SAN DIEGUITO ENGINEERING, INC.
ENCINITAS FIRE DEPARTMENT OLIVENHAIN MUNICIPAL WATER DISTRICT COMMUNITY SERVICES DEPARTMENT
POTABLE WATER SYSTEM APPROVAL AS B U I LT VICINITY MAP a
4407 MANCHESTER SUS 105
(o.M. W.O. X566210}
ENCINITAS, CA 92024 APPROVED BY: BOYLE ENGINEERING CORP. NOT -TO -SCALE V
PHONE: (760) 753 -5525 APPROVED B S CONSULTING ENG NEER
BY: �. 3 -�
CIVIL ENGINEERING • PLANNING DATE: x%010 O SD- 001 - 346 -06 By: DATE-
LAND SURVEYING R.C. s QATE ♦ cf- oo JOB NUMBER DATE: : 'to9ti0 : 3�S -Q3 OMWD WATERMAIN EXTENSION N0,
186A
NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COIr�lU1NTY DEVELOPMENT DEPARTir NT APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTME DRAWING NO.
Al AS - BUILT DESCRIPTION: COUNTY BENCH MARK NO PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APP ED GRADING AND
PRIVATE IMPROVEMENT PLANS FOR:
OC 0073- CHIS. SO MI TOP OF HEADWALL N A _ DAB- -�' OD BY: �-z �= WILDFLOWER DRIVE C PRIVATE
eY
LOCATION: SW COR. EL CAMINO DEL
HORIZONTAL
6
NORSE & RANCHO SANTA FE RD. : > - R.C.E. NO.: 4o9so DATE: &J0 an DATE: - 'o 9 —
RECORD FROM: Co.S.D. VERTICAL CNTRL DATE: 3.3 �
ELEV: 119.476 DATUM: USC do GS VERTICAL N /A ?7 BAR Z �" MUNSON NSON MUNSON I -0 CITY 0 F ENCINITAS
TRA N 0. 139
SHEET 1 OF 5
4460IMP i .DWG, SCALE: 1'=100', DATE: 1 -04 -00 FU NO. 4460
I
GENERAL NOTES
A. GENERAL
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE A. SEWER - CARDIFF SANITATION DISTRICT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL
EROSION
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS (760) 633 -2770 CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC ENGINEER DUE TO UNCOMPLETED GRADING OPERATION
OR
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA 1 -800- 422 -4133 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE WATER NOTES
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR C. WATER - OLIVENHAIN MUNICIPAL WATER DISTRICT
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY (760) 753 -6466 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE OLIVENHAIN
MUNICIPAL WATER DISTRICT
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. D. TELEPHONE - PACIFIC BELL TELEPHONE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS
GENERAL WATER SYSTEM NOTES
1 -800- 422 -4133 ONTO AREAS WHEN IMPOUNDED WATERS CREATE A
2. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL E. CABLE TV - COX COMMUNICATIONS HAZARDOUS CONDITION. 1. WATER
WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, (760) 599 -6060 DETAILS AND MATERIALS AS SPECIFIED IN THE OLIVENHAIN
MUNICIPAL
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE 1 I T STANDARD
FOR THE CONSTRUCTION
WATER D STR C S D D
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE APPROVED GRADING PLAN SHALL BE INCORPORATED
OF WATER MAINS AND FACILITIES, DATED MARCH 1997 WITH REVISION.
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. HEREON. CONTRACTOR SHALL HAVE
A CURRENT COPY OF THE STANDARD
PHONE 760- 633 -2770. SPECIFICATIONS ON THE JOB SITE AT ALL TIMES.
3. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF- 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST
SITE GRADING. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION 2.
THE SUBMISSION AND REVIEW OF ALL SUBMITTALS SHOP DRAWINGS,
IR Y
FOR INSPECTION. PHONE 760 633 - 2770. ALL WORK OF EACH WORK DAY. SIX SETS AS REQUIRED B THE S TANDARD SPECIFICATIONS
ARE TO
4. CONTRACTOR SHALL TAKE ANY NECESSARY P R EC AUT I ONS P ERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE BE ACCOMPLISHED PRIOR
TO THE PRECONSTRUCTION MEETING WITH
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING SUBJECT TO REJECTION AND REMOVAL. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN
THE DISTRICTS INSPECTOR.
GRADING OPERATIONS. ANYTHING DAMAGED OR PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE 3. NO WORK MAY BEGIN OR
PROCEED WITHOUT DIRECTION OF DISTRICT'S
1 F EXCEEDS A IN PROBA E
DESTROYED SHALL BE REPLACED OR REPAIRED TO (5) DAY RA OB B LITY ORECAST CEED FORTY INSPECTOR. INSPECTORS SCHEDULING
MUST BE 24-48 HOURS IN
CONDITION EXISTING PRIOR TO GRADING. D. GRADING PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE ADVANCE OF WORK.
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A REMOVED AFTER EACH RAINFALL.
5. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION. HE 4. WHERE ELEVATION
AND GRADES ARE NOT SHOWN ON THE WATER MAIN
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES
FAIL TO PROFILE, TOP OF PIPE PROFILE IS 48- INCHES BELOW CENTERLINE OF
PROVIDE F COVERAGE OF GRADED SLOPES 90�
FINISH GRADE OF STREET.
AN P A AN CO MPACT I ON F FILLS AND BACKFILLS AND RO DE E FECTNE
A RE-ESTABLISH R D 0 (
DESTROYED SHALL BE RE ESTABUS ED D RE PLACED BY
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES
SHALL BE 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER
REPORTS AS REQUIRED AND WILL DETERMINE THE STABILIZED WITH PUNCHED STRAW INSTALLED IN
TO BE LOCATED 5 -FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH
"
6. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF ACCORDANCE WITH SECTION 35.023 OF THE
EROSION AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND GRADING OPERATIONS HE SHALL STATE THAT INSPECTIONS SEDIMENT CONTROL HANDBOOK OF THE STATE
OF LETTER W" SHALL BE CHISELED IN TOP SERVICE CROSSING.
EXISTING CURB OR
IMPRINTED IN NEW CURB AT ALL WATER SE
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION CALIFORNIA DEPARTMENT OF CONSERVATION.
A NKM AN D
� AN H E AL TH ST ANDARDS, AND THAT IN HIS OPINION, A LL EMBANKMENTS STATE AND FEDERAL SAFETY D EAL ST D DS,
6. MANUAL R RELEASES SHALL B
AND REGULATIONS. NATIONS WERE CONSTRUCTED IN ACCORDANCE WITH A AI HA E INSTALLED AT ALL HIGH POINTS AND
LAWS
EXCAVATIONS CA
A N BLOW-
OFFS FFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE
THE APPROVED GRADING PLANS AND THAT ALL E. HYDROSEED HYDRAN MAY BE USED IN LIEU OF A MANUAL AIR RELEASE OR
7. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR 1. HYDROSEEDING SHALL BE APPLIED TO ALL
SLOPES THAT BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW POINTS, AS
Q
(1/2) MILE OF A STRUCTURE F OR HUMAN OCCUPANCY H PAN INTENDED USE. ARE GRADED 6:1 HORIZONTAL TO VERTICAL OR STEEPER
APPROVED BY THE DISTRICTS , REPRESENTATIVE.
SHALL LL TH IR E NTE ED
A
N THE H F 0 PM AND WHEN THEY RE.
NOT BE CONDUCTED BETWEE E OURS 0 5 3
PROPERLY EXCAVATED N MAIN HA
7:30 AM NOR ON SATURDAYS SUNDAYS AND CITY 2. THE CONTRACTOR SHALL RO ERLY GRADE ALL E C 7. UNLESS OTHERWISE NOTED
CONNECTIONS TO EXISTING S SHALL
RECOGNIZED THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
.
NI HOLIDAYS. SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT BE MADE DRY. THE TIME AND DURATION OF ANY SHUTDOWNS OF
ECOG ZED
N
IN AR UNLESS APPROVAL THE
5 FEET OR MORE IN HEIGHT CUT EAS XI TING MAINS SHALL BE SUBJECT TO AP RO AL BY E
PONDING OF WATER. HE SHALL CONTROL SURFACE WATER
B EXISTING
T EROSION 8. NO GRADING OPERATIONS SHALL COMMENCE UNTIL APRE- AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO SLOPE
IS NO T SUBJECT 0 E ROS O DUE TO THE DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE OF
I
EROSION RESISTANT CHARACTER OF THE MATERIAL AS ANY SHUTDOWN.
N H N H O N SITE WITH TH E FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL GRADING MEETI AS BEE HE 0 S TE E
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL MEASURES TO PREVENT EROSION OF FRESHLY GRADED APPROVED BY THE CITY ENGINEER.
ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND 2 IRRIGATION SHALL MAINTAIN THE MOISTURE
LEVEL OF THE 8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS
PERMITTEE. THE PRE -GRADE MEETING SHALL BE EROSION CONTROL MEASURES HAVE BEEN INSTALLED. SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE
FOR HIGH - LINING TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS.
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE HYDROSEEDED GROWTH. NO SHUTDOWNS WILL BE SCHEDULED ON A FRIDAY.
BY CALLING (760)633 -2770. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED
AND FILL SHALL BE PLACED IN ACCORDANCE WITH 9. LINE VALVES, WHERE REQUIRED AT STREET INTERSECTIONS SHALL BE
9. UPON FINAL COMPLETION OF THE WORK UNDER THE STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND LOCATED ON THE PROLONGATION
OF THE STREET RIGHT -OF -WAY
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 1. SEED MIX SHALL CONSIST OF NO LESS
THAN WHENEVER POSSIBLE.
AND /OR FINAL RELEASE OF SECURITY, AN AS GRADED CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS A. 20 LBS. PER ACRE OF ROSE CLOVER
CERTIFICATION SHALL BE PROVIDED STATING: TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE B. 20 LBS PER ACRE OF ZORRO FESCUE
10. FIRE HYDRANTS AS APPROVED BY THE APPROPRIATE FIRE DISTRICT
"THE GRADING UNDER PERMIT NO. 5730 -G HAS BEEN REMOVED TO SUITABLE FIRM NATURAL GROUND. THE AND MEETING NE DISTRICT'S STANDARD
SPECIFICATION ARE TO BE
PERFORMED IN SUBSTANTIAL CONFORMANCE WITH EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6" AND C. 3 LBS. PER ACRE OF E SCHOOL CIA CALIFORNIA
INSTALLED AT LOCATIONS SPECIFIED BY THE FIRE DISTIAICT.
THE APPROVED GRADING PLAN OR AS SHOWN ON THE THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL D. 4 LBS. PER ACRE OF ACHILLEA
MILLEFOLIA
ATTACHED AS- GRADED PLAN ". BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
T R A F IM RPH A
1 1. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH 1 P
2
LB PER D O ACRE O OLEC
THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND WATER AND COMPACT THE FILL IN STRICT ACCORDANCE F /
SIGNATURE CAL OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT,
IF REQUIRED S
I NA R THE CL ENGINEER WHO CERTIFIES SUCH WITH SPECIFICATIONS. G. ITEMS C D E AND F OF THIS SUBSECTION E CIVIL
HALL BE SUBMITTED TO THE DISTRICT PRIOR TO
GRADING OPERATION. 4 MAY B E OMITTED ON LOCATIONS WHERE THE AREA CONSTRUCTION. Ln
AN TRIMMED T
AN Fl P HA CUT D TR ED 0
CUT D LL SLOPES SHALL BE
BEING HYDROSEEDED IS NOT VISIBLE FOR EITHER (�
T P SMOOTH SURFACES AND
P TI FINISHED GRADE 0 PRODUCE S 00 SU E
10. SLOPE RATIOS:
A A FI DES IGN, i N
SECTIONS. THE SLOPES F EXCAVATIONS
A PUBLIC STREET OR RESIDENTIAL STRUCTURES. 12. ALL EXISTING FACILITIES WHICH M AY F1-EC AL DES G .e , LI
�
R C OS. ESLOE 0
.1 FOR LOPES UNI FORM C OSS SE P P CONN ECTIONS HA BE
CUT 2 0 ALL S IN N PARALLELING, OR PROPOSED S LL
CROSS G LINE U ,
.
H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED N R
AN TIN PROPOSED P AND EMBANKMENTS SHALL BE SHAPED PLANTED D FIELD VERIFIED.
ALL EXISTING OR RO OSED UTIL
Fl :1 F SL OPES LL 2 0 ALL SL ,
SLOPES DEVIATING FROM THE ABOVE WILL REQUIRE TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND WITH A NITROGEN FIXING BACTERIA AND APPLIED
DRY UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS, SHALL Bt
BEFORE
SHOWN ON IMPROVEMENT PLANS.
N BROADCASTING BEOE
FT IN A N TAN R Y CONDITION. ALL STONES, EITHER DRILLING OR
T F ENGINEERING A LE EA D
0 DERL CON D E E BY
APPROVAL OF THE DIRECTOR 0 AFTER
M
I
REVIEW OF A REPORT FROM A SOILS ENGINEER. ROOTS AND OTHER WASTE MATTER EXPOSED OR HYDROSEEDING.
EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL COMPLEXES
: TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE AND COMMERCIAL OR
INDUSTRIAL DEVELOPME SHALL HAVE AN APPROVED
EXCAVATION: 2300 +/- CY FILL: 900 +/- CY* �
SHRINKAGE: 230 + - CY 0 F TOP F P H BE ROUNDED IN JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA BACKFLOW PREVENTION
DEVICE ON CUSTOMERS SIDE OF WATER METER.
T S THE OE AND 0 0 ALL S ALL
WASTE: 1170 +/ - CY* A SEPARATE PERMIT MUST BE OBTAINED ACCORDANCE WITH THE GRADING t A E. DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
0
T P RIN TED N SAID CONTAINERS.
14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN ACCORDANCE WITH
R R NTED O 0 0
O
IMPORT. 0 +/- CY* FOR WASTE OR IMPORT AREAS. T AG AT TR BRUSH, GRASS AND OTHER OBJECTIONABLE THE PROCEDURES
IN THE STANDARD SPECIFICATIONS. THE CLASS OF
5. ALL TREES, B S
IF ANY ARCHAEOLOGICAL � � � PIP THE DESI NATED WORKING PRESSURE FOR �
SPECIAL CONDITION: E SHALL BE USED AS
MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO TESTING ALL PIPE VALVES
CLOSED) AND APPURTENANCES.
RESOURCES ARE DISCOVERED ON THE SITE OF THIS )
(
GRADING DURING GRADING OPERATIONS, SUCH DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO THE HYDROSEED SLURRY AT THE DISCRETION
OF THE
OPERATIONS WILL CEASE IMMEDIATELY, AND THE LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT CONTRACTOR. 15. CONTRACTOR TO
TIE OFF ALL VALVE LOCATIONS AND PROVIDE WRITTEN
PERMITTEE WILL NOTIFY THE DIRECTOR OF AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. DIMENSIONS TO INSPECTOR IMMEDIATELY UPON
INSTALLATION OF VALVES.
ENGINEERING OF THE DISCOVERY. GRADING APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED
OPERATIONS WILL NOT RECOMMENCE UNTIL THE FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO 16. ALL DEFLECTIONS (HORIZONTAL
AND VERTICAL) SHALL BE MADE BY USE
PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE DISPOSAL OF ANY SUCH MATERIAL. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS F
JOINT COUPLINGS WITH 4' MAXIMUM EEJECTION PER COUPLING
A MULCH STRAW N F PIP H PERMITTED.
THAN 2000 LBS PER ACRE. TYPE 6 L (STRAW) 2' PER JOINT). NO BENDING (C U RVING ) 0 E SHALL BE E ITTED
.
1 � > c �
THE OF ENGINEER TO DO SO.
E
PR R T HAULING DIRT OR CONSTRUCTION MATERIALS TO MAY BE SUBSTITUTED
6. 10 0 G , ALL OR PART, FOR HYDRAULICALLY
*EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT APPLIED FIBER MATERIAL. WHEN STRAW IS
USED IT MUST 17. PIPELINES AND APPURTENANCES SHALL BE DISINFECTED IN ACCORDANCE
PURPOSES ONLY. (CALCULATED ON A THEORETICAL THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL BE ANCHORED TO THE SLOPE BY MECHANICALLY
PUNCHING WITH SECTION 15041 OF THE STANDARD SPECIFICATIONS PRIOR TO TIE -IN
BASIS - ACTUAL QUANTITIES MAY VARY DUE TO FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. NO LESS THAN 50% OF THE STRAW INTO THE
SOIL. OR CONNECTION TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY
SHRINKAGE OR SWELL FACTORS) QUANTITIES ASSUME THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND TEST RESULTS SHALL CONFORM
TO THE CRITERIA SPECIFIED IN PARAGRAPH (�
10" STRUCTURAL UNDERCUT FOR ROAD. REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 3.06
OF THAT SPECIFICATION SECTION. Z
3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE,
WITH 15% SULPHUR APPLIED AT THE RATE OF
11. THE SOILS REPORT TITLED "REPORT OF GEOTECHNICAL 16 -20 -0, 18. METER BOXES FOR 2 -INCH SI ES R SMALLER SHALL
BE FIBERGLASS
INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 E. LANDSCAPING 500 LBS. PER ACRE 157E SULPHUR APPLIED AT THE REINFORCED
POLYMER CONCRETE ERV �RPC MANUFACTURED BY ARMORCAST ob
PRODUCTS COMPANY CDR SYSTEM C RPORATION OR APPROVED EQUAL. 0
RPL ENCINITAS,
CALIFORNIA" BY SOUTHERN CALIFORNIA SOIL do 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN RATE OF 500 LBS. PER ACRE. METER
BOX SIZE SHALL BE 17 x 30 . METER QOXES SHALL NOT BE Z
TESTING, INC. AND UPDATE REPORT TITLED UPDATE REPORT ACCORDANCE WITH PLANS APPROVED BY THE CITY PLACED WITHIN DRIVEWAYS OR SIDEWALKS
WITHOUT THE DISTRICT'S PRIOR _
CITY OF ENCINITAS TRACT NO. 98 -139 WILDFLOWER DRIVE ENGINEER. PLANS SHALL CONFORM TO THE CITY OF PRIOR WRITTEN CONSENT.
ENCINITAS, CALIFORNIA" DATED MAY 20, 1999, PREPARED BY ENCINITAS GRADING ORDINANCE AND ALL ADOPTED 3. AREAS TO BE HYDROSEEDED SHALL BE PREPARED
PRIOR TO
SOUTHERN SO L D W
N 1 AN TESTING INC. SHALL BE
LANDSCAPE AND IRRIGATION STANDARDS. HYDROSEEDING BY:
CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING W
SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS 2. FINISHED GRADING AND PLANTING SHALL BE 1. ROUGHENING THE SURFACE TO BE
PLANTED BY ANY ORpfESS/ Z
AND SPECIFICATIONS CONTAINED IN SAID REPORT. ACCOMPLISHED ON ALL SLOPES PRIOR TO OCTOBER 1 OR COMBINATION OF :
-A L Y
IMMEDIATELY UPON COMPLETION OF ANY SLOPES GRADED A. TRACK WALKING SLOPES STEEPER THAN 6:1 �' � �o
0
B. ENVIRONMENTAL BETWEEN OCTOBER 1 AND APRIL 15. ,� m = Z
1. STEEPEST EXISTING SLOPE = 14% B. RIPPING AREAS THAT WILL NO BREAK UP USING ac s,^,
2. MAXIMUM VERTICAL DEPTHS: (A CUT = 8 FT, (B) FILL = 7 FT ITEM "A" ABOVE. O • W
3. AVERAGE DEPTHS: (A) CUT �2300 X 27) / 16400 = 3.8 FT F. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JESSE
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR � �
(B) FILL (900 X 27) / 7000 = 3.5 FT. R. OAKLEY, (714) 731 -8833 P LANTING
THE SURFACE SOIL MOISTURE TO l� of j C AL�EO� I— q•
C. NOTIFICATIONS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP BUT NOT SATURATED SEED BED.
D
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED B. THE ADDITION OF SOIL AMENDMENTS,
PH W
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS _
BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
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UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: IMMINENT.
THE CONTRACTOR IS REQUIRED TO TAKE DUE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED V OR 4. VIGOROUS GROWTH UNTIL THE PROJECT
IS PERMANENTLY HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A SAN DIEGUITO ENGINEERING, INC. Z
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT MODIFIED WITHOUT APPROVAL OF THE ENGINEERING LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING
IS THE 4407 ��R' SURE 105 Q
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