2003-7780 G (Plans) CITY OF ENCINITAS GRADING PLAN
DRIVE PRIVATE SEWER / T ER LINE (OMWD)
GRADING PRIVATE / PRIVATE STORM DRAIN WA
WORK TO BE DONE WORK TO BE DONE (cont)
ENGINEER OF WORK DECLARATION ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 24,
CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL PROVISIONS TO THE STANDARD WORK TO BE DONE
MIN SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL SYMBOL DESCRIPTION STD DWG
QUANTITY
1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE STANDARDS COMMITTEE), AND THE SAN DIEGO REGIONAL STANDARD
DRAWINGS (LATEST EDITION).
EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION EROSION CONTROL PRIVATE
12' 12 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN 1S WORK TO BE DONE
CONSISTENT WITH CURRENT STANDARDS. SYMBOL DESCRIPTION STD DWG QUANTITY F HYDROSEEQ SLOPES - 5300 SF
10' I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAWINGS AND SPECIFICATIONS BY THE
ELEVATION MIN CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS GRADING. CUTIFILL 193 CY GRAVEL
BAGS - 650 EA
MIN 2X PER PLAN I ENGINEER OF WORK, OF MY RESPONSIBILI FOR PROJECT DESIGN. r-- -
SLOPE MIN 2x GRADING. EXPORT 6970 CY �XX SILT FENCE 425 LF
SLOPE
D GENERAL SURFACE IMPRO YEMEN TS (PRIVATE) WATTLE STRAW WA - 380 LF
BY AC DRIVE - 4 AC /s CL2 BASE - 11,763 SF o�o�o�o�o�o�o CONSTRUCTION ENTRANCE (1 -112 GRAVEL)
920 SF
INSTALL 6" TQAt EivCru0ER/uG lIUC, DA Q�OFESS /p
i CL 200 N 139 A yEA/ /DA �VAVARRO `�� �pND R r 9 �F Z • - STEEP DRIVE AREA - 8" PCC 16" CL2 BASE - 1,987 SF
AC OR PCC PAVING ATER LINE
PER SOILS REPORT I SEE PROFILE SAN CL EAd E N TE, CA, 92 .6 72 r _ OM *V WA TER
FOR DEPTH PH. 999 -99 2 - FAK 949 - 'j 98 -86 No. 16889 PCC TRASH PAD - 6" PCC /6" CL2 BASE 65 SF
INSTALL 8" SEWER * E( PCC RETAINING WALL PER PLAN 2,560 SF w— 6" WA TER MAIN - C900 1]
143 LF
SEE PLAN FOR DEPTH
ENGINEER OF WORK NOTE �� f Of 1E0��!• F" FIRE HYDRANT ASSEMBLY fC - 1.2 1 EA
�r
® 4 PCC WHEEL STOP 15 EA
TYPICAL SECTION OF PRIVATE DRIVE PRIOR TO USING THESE PLANS FOR ANY CONTRACTURAL OR WORK PURPOSE, THE , . 4" PCC SIDEWALK - PRIVATE
1,170 SF W 1 -112" WATER SERVICE (PRIVATE) - 17 EA
WIDTH VARIES SEE PLAN ENGINEER OF WORK SHALL BE CONTACTED IN WRITING FOR HIS CURRENT WORK
AND SAFETY REQUIREMENTS AND GENERAL WORK NOTES WHICH MAY BE MORE 6" -WIDE PAVEMENT HEADER STRIP 295 LF 1" RP DEVICE
[C -2.1] 1 EA
NO SCALE RESTRICTIVE THAN THOSE SHOWN HEREON; AFFECT THE WORK; AFFECT THE COST
OF THE WORK. 6" PCC CURB G -1 340 LF 2" RP DEVICE [C -21] 2 EA
STORM WATER FILTRATION AREA - FOR BMP _ Z810 SF
(NO DISTURBANCE WITHOUT CITY PERMIT)
STORM WATER TE M P 137 LF STREET IMPROVEMENTS �► PUBLIC
(NO DISTURBANCE WITHOUT CITY PER
I
b V 24 WIDE PCC DRIVE ENTRANCE G-14C 255 SF
STORM DRAIN (PRIVATE) AC PATCH SAWCUT, REMOVE R REPLACE AC - 63 SF
PVMT PER CITY OF ENCINITAS STANDARDS)
6" SCH 40 PVC STORM DRAIN - 325 LF 4" PCC SIDEWALK 0 - 7 28 SF
-4 FIRE HYDRANT 8" SCH 40 PVC STORM DRAIN - 113 LF �O SIDEWALK UNDERDRAIN 0-25 2 EA
W— WATER LINE •
® NDS 9" X 9" PVC SD INLET _ 7 EA 18" SD RCP (D -1350 MIN) D-60 6 LF
BUILDING BUI C IN I BUILDING B S SEWER LINE ® " " —
A SEWER MANHOLE BROOKS 12 X 12 PCC SD INLET 7 EA
- - LANDSCAPE -LINED DRAIN SCALE - FOR BMP _ 364 LF SIGNS (PRIVATE)
_ - I
( NO CITY PERMIT)
TYPE F CA TCH BASIN D -7 1 EA <9> SIGN - "STOP" fR -11 1 EA
SIGN - NO PARKING - FIRE LANE' 26A
SEWER (PRIVATE) '
® �- I a EA
® FH REFLECTOR M -19 1 EA
STANDARD PUN REFERENCES ARE SAN DIEGO REGIONAL STANDARD
i i i i i i
— S 8" SEWER MAIN S -4 265 LF DRAWINGS UNLESS NOTED AS FOLLOWS:
—S— 6" SEWER MAIN S -4 257 LF f ] - OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD DRA WINGS
{ I - CALTRANS TRAFFIC MANUAL - SIGNAGE
S 4" SEWER LATERAL S -13 14 EA PLAN SYSOM L1�6011uff
SHEETS 3 & 5 � s �n�
EE TS 4 & 6 SEWER CLEAN OUT S -3 15 EA S n"
3
EXIST
- ING GRADE - - - FILL SLOPES .1 M
art �■r. ter• r_r. ter_ ter_ O SEWER MANHOLE S 17 4 EA S _T _TT_ A�CIMUM)
./ FINISH GRADE _ _ 1 -Tr- CUT SLOPES (2:1 MAXIMUM)
KEY MAP SOILS ENGINEERS CER TI Fl CA TE
SCALE 1 *— 40' _.. - EXISTING CONTOUR PROPERTY LINE
,. 1, JOHN PETTROSS, A CERTIFIED ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, AND 1,
�* JEFFREY CHANEY, A ENGINEERING GEOLOGIST IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING FINISH GRADE CONTOUR
CENTER LINE
THOMAS BROS P 1147, E -6 BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS HEREBY CERTIFY THAT A SAMPLING AND
STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY US OR UNDER OUR ,,-- H - - --- DAYLIGHT LAVE
DIRECTION OF FLOW
�.` REFERENCE DRAWNNS DIRECTION BETWEEN THE DATES OF NOVEMBER 21, 2001 AND DECEMBER 28, 2001. ONE COMPLETE
COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH OUR RECOMMENDATIONS, HAS BEEN SURVEY MONUMENT
5 Z 0018 -D1 (STORM DRAIN) SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, WE HAVE REVIEWED THESE
GRADING PUNS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTQR
THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS.
OWNER'S STA 7EMENT
S HEET SHEET INDEX Z 03
150' t No. TIT SIGNED. HN PETTROSS, C.E.G. 2043 DATE i w. CEG 2043 IT IS AGREED THA FIELD CONDITIONS MAY
REQUIRE CHANGES TO THESE PLANS
XPTRATION DATE:
cc
Service Alert 1 TITLE SHEET `. ,% r IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED
OW ENGINEER MAKE
U nderground 2 NOTES °� SUCH CHANGES, ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES
ARE
3 GRADING PLAN - WEST SEE KEY MAP ABOVE NECESSARY AND DESIRABLE FOR THE PROPER COMPLETION OF IMPROVEMENTS
° C81I: TOLL FREE ®ENCINITAS 4 GRADING PLAN - EAST (SEE KEY MAP ABOW3
BLVD. 5 SEWER (PRIVATE) do WATER (OMWD) PROFILE I FURTHER AGREE TO COMMENCE WORK ON ANY IMPROVEMENTS SHOWN
ON THESE PLANS WHIN THE
6 EROSION CONTROL PLAN WEST (SEE KEY MAP ABOVE) SIGNED: - 0 EXISTING CITY RIGHT -OF -WAY WITHIN 60 DAYS AFTER
ISSUANCE OF THE CONSTRUCTION PERMIT AND TO
1 - 800 D 7 EROSION CONTROL PLAN �► EAST (SEE KEY MAP ABOVE) OFESS/ PURSUE SUCH WORK ACTIVELY ON EVERY NORMAL
WORKING DAY UNTIL COMPLETED IRRESPECTIVE AND
P ANEY, G.E. 2314 DATE QP o 422 -4133 � 9�'' R£rAING WALL DETA/ , - ATE: os
-3o- 003 �Q���P�Y c INDEPENDENT of ANY OTHER WORK ASS wITH THE PROJECT OR UNDER MY CONTROL
VICINITY MAP y ti
t PACIFIC SOILS ENGINEERING, INC NO. 2314 m I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
HAS BEEN OR MILL BE RETAINED TO
TWO WORKING DAYS BEFORE YOU DIG NO SCALE CO 7715 CONVOY COURT, SAN DIEGO CA 92111 d Exp. 6/30/03 a SUPERVISE
ALL GRADING ACTIVITY D ADVISE ON E COM ACT10N AND STABILITY OF THE SITE
TEL. (858) 560 -1713 W.O. 400834
• s �rgTF A F ���\P SIGNATURE: Q �pF E SS / Oro
AS BUVLT LEGAL DESCRIPTION SOURCE OF TOPOGRAPHY OUVENHAIN MUNICIPAL WATER DISTRICT O C � o WNER: , ,q CA L /PORN /A
E L M TED T PARTNE�tSffll� �° o " R
A PORTION OF THE NE 114 OF THE NE 114 OF PROJECT TOPOGRAPHY WAS GENERATED USING POTABLE WATER SYSTEM APPROVAL
�� � �� •
SECTION 15, TOWNSHIP 13 SOUTH, RANGE 4 WEST, PHOTOGRAMMETRIC METHODS BY JJ A1NE5 H. �co7r, //✓C &-
SAN BERNARDINO BASE AND MERIDIAN, IN THE CITY SAN LO AERIAL SURVEYS ENgNiTAS FI PROTECTION ,1 C- 4QP0RZN C oR PORAr
o,4 CfA1FRAG RARTAIFR ("n z
P TELEPHONE: 858 756 -2254 EXP. DATE OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF 4875 VIEWRIDGE
DRIVE Approved by : DISTRICT C.0 ' Mo. I688'J
CALIFORNIA, ACCORDING TO RECORD OF SURVEY MAP SAN DIEGO, CA 92123 -1667
oc D�'IRES C0 - 05
REVIEWED BY NO. 354, FILED DECEMBER 29, 1928. TEL NO. (858) 565 - 1024 Zu, p ASSESSOR'S PARCEL NO. 258 -
141 - * s r
JOB NO. 11265 FLOWN 6/9/90 .1 C1 V .
V COUNTOUR INTERVALS 1" -20' MAPPING SCALE
P G 3 DATE BY: DA A�ODRESS: pQ-gax 14¢3, RO�ChO SQnte fe, C'p. 92067 l F p �
INSPECTOR DATE NOTE: SIGNATURE EXPIRES 2 YEARS AFTER DATE
DESIGNED BY DRAWN BY CHECKED BY
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DE'WIOPMENT - _ . APPROVALS CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
DESCRiPnom ENCINITAS BOULEVARD STREET PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO GRADING PLANS FOR.
01 -272 TM/bR /CDP
CENTERLINE WELL MONUMENT R0458 HORIZONTAL: N/A
added sh'1 /O showing , 3 STA 36 +76.91, 120' EASTERLY OF �T 6 /2 03 BY: BY - THE PALMS fv 133
ROSEBAY DRIVE 7780-'-
INTERSECTION w DELPHINIUM STREET VERTICAL: N/A _ _ DATE _
W O/I praf,le, detoi /S 1 SeChO s / l �f off ;: k o APN 258 - 141 -02
Al Added sewer extens,on REFERENCE S.D. Co. VERTICAL CONTROL ENGINEER OF WORK R.C.E. 16 DATE. 71311 � D A TE y
ELEV/Inav: 189.967 DATU M.S BY. DATE: EXP. c - 3o - TITLE SHEET SHEET 1 OF
m As -bwi /t 411805 r �
Feb 19, 2003 - 11:03:26 P: \01 -009 \dwgs \01009— GPl.dwg PLOT 0 1 =1
GENERAL IMPROVEMENT NOTES GRADING NOTES GRADING NOTES (CON TI NUED) POTABLE WATER NO TES:
1. A PERMIT SHALL BE OBTAINED FROM THE ENCINITAS ENGINEERING DEPARTMENT FOR A. GENERAL (CONTINUED) D. EROSION CONTROL 1.
WATER WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND
WITHIN THE STREET RIGHT -OF -WAY. MATERIALS AS SPECIFIED 1N THE OLIVENHAIN MUNICIPAL WATER DISTRICT STANDARD
ANY WORK
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TOM
LYLES AT (760) 943 -7895. SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES, DATED MARCH
2. THE STRUCTURAL SECTION SHALL BE iN ACCORDANCE WITH THE CITY OF ENCINITAS IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A REGISTERED
1997 WTH REVISIONS. CONTRACTOR SHALL HAVE A CURRENT COPY OF THE STANDARD
STANDARDS. R VALUE TESTS SHALL BE REQUIRED PRIOR TO CONSTRUCTION. CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. EQUIPMENT AND WORKERS FOR
EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL SPECIFICATIONS ON THE JOB SiTE AT ALL TIMES
TIMES (24 HOURS A DAY, 7 DAYS A WEEK) DURING THE RAINY SEASON. ALL NECESSARY
3. APPROVAL OF THESE IMPROVEMENT PLANS AS SHOWN DOES NOT CONSTITUTE APPROVAL 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES,
MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID 2. THE SUBMISSION AND REVIEW OF ALL SUBMITTALS (SHOP DRAWINGS, SIX SETS)
AS
OF ANY CONSTRUCTION OUTSIDE THE PROTECT BOUNDARY. INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE CONSTRUCTION OF
TEMPORARY DEVICES WHEN RAiN IS IMMINENT. REQUIRED BY THE STANDARD SPECIFICATIONS ARE TO BE ACCOMPLISHED PRIOR TO THE
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. PRECONSTRUCTION MEETING WiTH THE DISTRICT'S INSPECTOR.
4. ALL UNDERGROUND UTILITIES WITHIN THE STREET RIGHT -OF -WAY SHALL BE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED
WITHOUT THE APPROVAL
CONSTRUCTED, CONNECTED AND TESTED PRIOR TO CONSTRUCTION OF BERM, CURB, 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE OF
THE ENGINEERING INSPECTOR. 3. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF DISTRICT'S INSPECTOR.
CROSS- GUTTER AND PAVING. FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. INSPECTOR'S SCHEDULING
MUST BE 24 -48 HOURS IN ADVANCE OF WORK.
AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES
TO WORKING ORDER
5. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND FACILITIES SHOWN ON THESE TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH
RUN -OFF PRODUCING RAINFALL. 4. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP
PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS TO THE BEST OF OUR _ 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADl MEETING
HAS BEEN OF PIPE PROFILE 1S 48- INCHES BELOW CENTER LiNE OF FINISH GRADE OF STREET.
KNOWLEDGE, THERE ARE NO OTHER EXISTING FACILITIES EXCEPT AS SHOWN ON THESE HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER;
SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADING MEETING SHALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE
PLANS. HOWEVER, THE CONTRACTOR iS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760)
REQUIRED BY THE CITY ENGINEER DUE TO INCOMPLETE GRADING OPERATION OR UNFORESEEN 5. INSTALL A MINIMUM 1 -INCH WATER SERVICE TO EACH LOT. METER TO BE LOCATED
PROTECT ANY EXISTING FACILITY SHOWN HEREON AND ANY OTHER WHICH IS NOT OF 633 -2770. CIRCUMSTANCES WHICH MAY ARISE. 5 -FEET FROM
A SIDE LOT LINE. A 314 -INCH HIGH LETTER W" SHALL BE CHISELED IN TOP
RECORD OR NOT SHOWN ON THESE PLANS. OF EXISTING CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS.
6. LOCATION AND ELEVATION OF IMPROVEMENTS TO BE MET BY WORK TO BE DONE SHALL 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED
6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS 6. MANUAL AIR RELEASE SHALL BE INSTALLED AT ALL HIGH POINTS AND BLOWOFFS
AT
BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE
TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A ALL LOW POINTS IN THE WATER MAIN PROFILE. FIRE HYDRANTS MAY BE USED IN LIEU OF
A
CONTRACTOR WiLL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EXISTING UNDERGROUND APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER
HAZARDOUS CONDITION. MANUAL AiR RELEASE OR BLOW -OFF WHEN LOCATED AT OR NEAR HIGH OR LOW JOINTS,
FACILITIES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS IF SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE
AS APPROVED BY THE DISTRICT'S REPRESENTATIVE.
REVISIONS ARE NECESSARY BECAUSE OF ACTUAL LOCATION OF EXISTING FACILITIES. WITH REGARDS TO THE HAULING OPERATION. 7. ALL EROSION CONTROL MEASURES
PROVIDED PER THE APPROVED GRADING PLAN SHALL
BE INCORPORATED HEREON. 7. UNLESS OTHERWISE NOTED, CONNECTIONS TO EXISTING MAINS SHALL BE MADE DRY. THE
7. THE CONTRACTOR SHALL NOTIFY SAN DIEGO GAS do ELECTRIC COMPANY PRIOR TO 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR
TO
8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE TiME AND DURATION OF ANY SHUTDOWNS
OF EXISTING MAINS SHALL BE SUBJECT TO
STARTING WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED
COMPANY REPRESENTATIVES. CERTIFICATION SHALL BE PROVIDED STATING: " THE GRADING UNDER PERMIT NO. 7780 -G OF SLOPE AT THE CONCLUSION OF EACH
WORK DAY. - APPROVAL BY THE DISTRICT. DISTRICT SHALL BE NOTIFIED TWO WEEKS MINIMUM IN ADVANCE
OF ANY SHUTDOWN.
NOTI ALL ELECTRICAL AND GAS SERVICES WITHIN THIS PROJECT ARE UNDERGROUND HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN
S FOR LOCATION OF ELECTRICAL CABLES AND GAS PIPING AND OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN." THIS STATEMENT SHALL BE 9. ALL REMOVABLE
PROTECTIVE DEVICES SHOWN SHALL B IN PLACE AT THE END OF
INSTALLATIONS.
CONTACT THE SAN DIEGO GAS & ELECTRIC COMPANY. EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY
8. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR HIGH - LINING
PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH TEMPORARY SERVICES, ETC., PRIOR TO SHUTDOWNS. NO
SHUTDOWNS SHALL BE ALLOWED ON
TELEPHONE : (800) 422 -4133 GRADING OPERATION. A FRIDAY.
RAINFALL.
8. THE CONTRACTOR SHALL NOTIFY THE PACIFIC TELEPHONE COMPANY PRIOR TO STARTING 9. LINE VALVES, WHERE REQUIRED AT
STREET INTERSECTIONS SHALL BE LOCATED ON THE
WORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK WITH COMPANY 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE
COVERAGE PROLONGATION OF THE STREET RIGHT -OF -WAY WHENEVER POSSIBLE.
REPRESENTATIVES. B. NOTIFICATIONS OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE
NOTICE ALL TELEPHONE SERVICES WITHIN THIS PROJECT ARE UNDERGROUND STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023
OF THE 10. FIRE HYDRANTS, AS APPROVED BY THE APPROPRIATE FIRE DISTRICT AND MEETING THE
INSTALLATIONS". FOR LOCATION OF CABLES AND APPURTENANCES CONTACT THE PACIFIC 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES PIPES AND STRUCTURES
EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT DISTRICT'S SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY THE
FIRE
TELEPHONE COMPANY. SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE OF CONSERVATION. DISTRICT.
TELEPHONE : (800) 422 -4133 BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE
PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES 11. CONTRACTOR SHALL REVIEW ALL PROPOSED
TRENCH WORK WiTH CAL /OSHA. A COPY OF
9. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO CONTACT THE UTILITY TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE.
iT IS EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, SHALL BE SUBMITTED TO THE
AGENCIES, ADVISE THEM OF THE PROPOSED IMPROVEMENTS AND BEAR THE COST OF THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES
E. HYDROSEED DISTRICT PRIOR TO CONSTRUCTION.
RELOCATIONS, IF NEEDED. OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES 1. HYDROSEEDING SHALL BE APPLIED TO
ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL
AND NOTIFICATION OF COMMENCEMENT OF WORK: TO VERTICAL OR STEEPER WHEN THEY ARE: 12. ALL EXISTING FACILITIES WHICH
MAY AFFECT FINAL DESIGN, I.E., LiNE CROSSINGS, LiNE
10. ALL TELEVISION SERVICES WITHIN THiS PROJECT ARE UNDERGROUND INSTALLATIONS. FOR - PARALLELING, OR PROPOSED CONNECTIONS
SHALL BE FIELD VERIFIED. ALL EXISTING OR
LOCATION OF CABLES AND APPURTENANCES CONTACT DANIELS CABLEVISION: A. SEWERS - ENCINITAS SANITATION DISTRICT - (760) 633 -2772 A. THREE FEET OR
MORE IN HEIGHT IN FiLL AREAS. PROPOSED UTILITY CROSSINGS, OR UTILITIES WITHIN 10 -FEET OF PROPOSED WATER MAINS,
TELELPHONE: (800) 422 -4133 B. 5 FEET OR MORE iN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO SHALL BE SHOWN
ON IMPROVEMENT PLANS.
B. GAS do ELECTRIC - SAN DIEGO GAS do ELECTRIC CO. - (800) 422 -4133 EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL
AS APPROVED BY
11. DELETED : NO PUBLIC STREET LIGHTS. THE CITY ENGINEER. 13. ALL WATER SERVICES FOR IRRIGATION, MULTIPLE RESIDENTIAL
COMPLEXES A ND
C. WATER - OLiVENHAIN MUNICIPAL WATER DISTRICT - (760) 753 -6466 COMMERCIAL OR INDUSTRIAL DEVELOPMENTS SHALL HAVE
AN APPROVED BACKFLOW
12. NO PAVING SHALL BE DONE UNTIL EXISTING POWER POLES ARE RELOCATED OUTSIDE THE 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE
SOIL AT THE OPTIMUM LEVEL PREVENTION DEVICE ON CUSTOMER'S SIDE OF WATER METER.
AREAS TO BE PAVED. D. TELEPHONE - PACIFIC BELL - (800) 489 -3441 FOR THE GROWTH OF THE HYDROSEEDED GROWTH.
3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 14. THE WATER SYSTEM SHALL BE PRESSURE TESTED IN
ACCORDANCE WITH THE
13. PRIVATE ROAD IMPROVEMENTS SHOWN HEREON ARE FOR INFORMATION ONLY. CITY E. CABLE T.V. - 1 -800- 422 -4133 DIG ALERT A. SEED MIX SHALL CONSIST
OF NO LESS THAN: A. 20 LBS. PER ACRE OF ROSE CLOVER PROCEDURES IN THE STANDARD SPECIFICATIONS. THE CLASS OF PiPE SHALL BE USED AS
OFFICIALS SIG 4 THE DESIGNATED WORKING PRESSURE FOR TESTING ALL PIPE, VALVES AND
TU RE HEREON DOES NOT CONSTITUTE APPROVAL OR RESPONSIBILITY OF 1 - 800 22 -4133 ( CLOSED)
ANY KiND FOR THE DESIGN OR CONSTRUCTION OF THESE PRIVATE IMPROVEMENTS. B. 20 LBS. PER ACRE OF ZORRO FESCUE APPURTENANCES.
- CONTRAC SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO
2. '
RNI A
F SCHOOL CIA CALiFO C
C. 3 LBS PER ACRE O E
14. DELETED NO PUBLIC STREET LIGHTS. BEGINNING ANY WORK ON THIS PROJECT. PHONE (760) 633 -2770. D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA
INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES.
15. THE CONTRACTOR SHALL REQUEST FROM THE CiTY OF ENGINEER'S OFFICE A 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE
E. 3 LBS CONTRACTOR VAL LOCATIONS AND PROVIDE WRITTEN DIMENSIONS TO
PER ACRE OF ALYSSUM CARPET OF SNOW INECTOR ( )
2 LB. PER ACRE OF DIMORPHOLECA 1
A R
PRE - CONSTRUCTION MEETING AND SHALL PROVIDE AT LEAST 48 HOURS OF NOTICE FOR F. 112 ALL DEFLECTIONS (HORIZONTAL AND VERTICAL)
SHALL BE MADE BY USE OF JOINT
SUCH A MEETING. PHONE: (760) 633 -2770. (760) 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF 1NSPECTiON WILL BE SUBJECT G. ITEMS C, D, E,
AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE
TO REJECTION AND REMOVAL. THE AREA BEING HYDROSEEDED iS NOT VISIBLE FROM EITHER A PUBLIC STREET OR COUPLINGS WITH 4
MAXIMUM DEFLECTION PER COUPLING (2 PER JOINT). NO BENDING
16. THE DEVELOPER S HALL BE � HA RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH
RESIDENTIAL STRUCTURES. ( CURVING )
OF PiPE SHALL BE PERMITTED. E
BACTERIA
H AN REPLACED BY A REGISTERED H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
R D ESTRO YED SHALL BE REESTABLISHED LIS ED D WITH SEC TION
IS DISTURBED O DES O i AN APPURTENANCES SHALL BE DISINFECTED 1N ACCORDANCE SEC O
TIN BEFORE HYDROSEEDING.
17. PIPELINES D
CINL ENGINEER OR A LICENSED LAND SURVEYOR. AND APPLIED DRY EITHER BY DRILLING OR BROADCAS G B
C. GRADING I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOB SITE IN UNOPENED 15041 OF THE STANDARD SPEC/FlCA77ONS
PRIOR TO TIE -iN OR CONNECTION TO EXISTING
17. THE DEVELOPER SHALL MARK THE LOCATION OF EACH SEWER LATERAL AND WATER 1. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER
OR CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE
TAG ATTACHED TO, OR PRINTED ON, SAID CONTAINERS. CRITERIA SPECIFIED IN PARAGRAPH 3.06 OF THAT SPECIFICATION SECTION.
SERVICE BY CHISELING THE LETTERS "S" AND "W" RESPECTIVELY, 2 INCHES HIGH INTO THE UNDER THEIR DIRECTION. THEY SHALL OBSERVE AND TEST THE EXCAVATION,
PLACEMENT
J. NON- PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT
FACE OF CURB. AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. THEY SHALL 18. METER BOXES FOR 2 -INCH
SERVICES OR SMALLER SHALL BE FIBERGLASS REINFORCED
SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL THE DISCRETION OF THE CONTRACTOR.
POLYMER CONCRETE (RCP) MANUFACTURED BY ARMORCAST PRODUCTS COMPANY, CDR
18. THE ADDRESS OF EACH LOT SHALL BE PAINTED ON THE CURB IN A MANNER AND
MATERIAL. UPON COMPLETION OF GRADING OPERATIONS THEY SHALL STATE THAT THE 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN
2,000 LBS. PER ACRE. TYPE SYSTEMS CORPORATION, OR APPROVED EQUAL. METER BOX SIZE SHALL BE 17 "x307. METER
LOCATION APPROVED BY THE INSPECTOR. OBSERVATIONS AND TESTS WERE MADE BY THEM OR UNDER THEIR SUPERVISION AND THAT 6 MULCH (STRAW) MAY BE SUBSTITUTED,
ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER BOXES SHALL NOT BE PLACED WITHIN DRIVEWAYS OR SIDEWALKS WITHOUT DISTRICT'S PRIOR
IN THEIR OPINION, ALL EMBANKMENTS AND EXCAVATIONS WERE CONSTRUCTED iN MATERIAL: WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE
BY MECHANICALLY WRITTEN CONSENT.
19. ALL WORK DONE SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR ACCORDANCE WITH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND
PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOiL.
PUBLIC WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD SPECIAL EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE.
PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0,
WITH 1.5X SULFUR ENVIRONMENTAL DATA
(ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE), AND THE SAN DIEGO 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE
APPLIED AT THE RATE OF 500 LBS. PER ACRE.
REGIONAL STANDARD DRAWINGS (LATEST EDITION). POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL CONTROL SURFACE AREAS TO BE HYDROSEEDED
SHALL BE PREPARED PRIOR TO HYDROSEEDING BY. 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 35X
_ WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE SITE
AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION
OF:
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN A. TRACK WALKING SLOPES STEEPER THAN 6:1. 2) MAXIMUM
VERTICAL DEPTH OF CUT = 10.3'
INSTALLED. B. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "A" ABOVE.
3) MAXIMUM VERTICAL DEPTH OF FILL = 2'
GRADING NOTES 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE 2. CONDITIONING THE SOILS SO THAT iT IS
SUITABLE FOR PLANTING BY:
PLACED IN ACCORDANCE WITH STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND A. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP
BUT NOT SATURATED 4) AVERAGE DEPTH OF CUT = 7,163 cy x (27cf/cy)135,330 sf = 5.5 FEET
A. GENERAL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE SEED BED.
UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE B. THE ADDITION OF SOIL AMENDMENTS, ph ADJUSTMENT, LEACHING
OR COVERING SALINE 5) AVERAGE DEPTH OF FILL = 193 cy x (27cf/cy)14,230 sf - 1.2 FEET
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOiLS SHALL BE SCARIFIED
SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS TO A DEPTH OF 6" AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL
BE HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE CUT = 7,163 CY (QUANTITIES SHOWN ARE FOR BONDING
OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL
IN PROJECT 1S PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PURPOSES ONLY AND ARE NOT TO BE
ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER STRICT ACCORDANCE WITH SPECIFICATIONS. PERMANENT LANDSCAPING, UNTIL
THE PROJECT IS COMPLETED AND ALL SECURITY FILL = 193 CY CONSIDERED ACCURATE OR CERTIFIED
PRIOR TO ANY REQUEST FOR INSPECTION. RELEASED. QUANTITIES. QUANTITIES SHOWN ARE NOT
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE EXPORT 6,970 CY TO BE USED
FOR CONTRACT PURPOSES)
2. THE SOILS REPORT TITLED "PRELIMINARY GEOTECHNICAL INVESTIGATION, ROSEBAY SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND
CONDOMINIUMS, CITY OF ENCINITAS, CA, FOR TOM LYLES" PREPARED BY PACIFIC SOILS EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER
ENGINEERING, INC., DATED DECEMBER 28, 2001, SHALL BE CONSIDERED AS PART OF THiS OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS
AND OTHER
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE WASTE MATTER EXPOSED ON EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAiD REPORT AND ADDENDA. - BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL
SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
3. APPROVAL OF THiS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN PUBLIC STREET RIGHT -OF- 5. ALL TREES, BRUSH, GRASS AND OTHER OBJECTIONABLE MATERIAL SHALL BE
COLLECTED,
WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE
CONJUNCTION WITH IMPROVEMENT PLANS. THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE Q �pf
ESS � OH
FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED O � R rp'
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH
MATERIAL. y Q
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ft 16663
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED ^
SHALL BE REPLACED OR REPAIRED TO THE CONDI EXISTING PRIOR TO GRADING. o r. UPM 6 "3 0 - 05 v
* � l 7 C I V I l
lF OF C A O'
DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCI NITAS ENGINEERING DEPARTMENT DRAWNG NO.
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE I - -
DESCRIP77oN: ENCINITAS BOULEVARD STREET PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRO D GRADING PLANS FOR:
01 -272 TM/DR /CDP
CENTERLINE WELL MONUMENT R0458 HORIZONTAL: N/A
STA 36 +76.91, 120' EASTERLY
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