2004-9001 G (Plans) GRADING PLAN FOR PARCEL 3 OF PM 18730
GENERAL NOTES
A. GENERAL
1. ALL WORK SWLL BE DONE IN ACCORDANCE arr>F, Tf'SE EROSION CONTROL WORK TO BE DONE
PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS A. SEWER - CARDIFF SANITATION DISTRICT 1. M CASE EMERGENCY WORK IS REQUIRED, CONTACT B.
CONDITIONING THE SOILS SO THAT iT IS SUITABLE FOR
CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF (760) 633 -2780 STAN COLE AT (858) 395 -2693. Z4 14RS PLANTING BY:
ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
THE CITY OF ENCINITAS AND THE SAN DIEGO AREA B. GAS & ELECTRIC - SAN DIEGO GAS & ELECTRIC 1. ADJUSTING THE SURFACE SOIL
MOISTURE TO FOR PUBLIC - WORKS CONSTRUCTION (LATEST EDITION), THE SAN DIEGO STANDARD
REGIONAL. STANDARD DRAWINGS. ANY CHANGES OR 1 -800- 422 -4133 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL PROVIDE A DAMP
BUT NOT SATURATED SEED BED. SPECIAL PROVISIONS TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS
REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY C. WATER - OLIVENHAN MUNICIPAL WATER DISTRICT BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY
2. THE ADDITION OF SOIL AMENDMENTS PH CONSTRUCTION (ADOPTED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE),
ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. (760)- 753 -6466 SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED LEACHING OR
COVERING SALINE SOILS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS (LATEST EDITION).
D. TELEPHONE - PACE BELL TE ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID ADJUSTMENT,
2. THE SOiIS REPORT TITLED 'REPORT OF GEOI 14NCAL 1 -800- 422 -4133 CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. TO PROVIDE
VIABLE CONDITIONS FOR GROWTH.
INVESTIGATION RANCHO DE MAYO SUBDIVISION TRACT 88 -351 E. CABLE TV - TM CABLUISION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR
5. HYDROSEEDED AREAS SHILL BE MAINTAINED TO PROVIDE A IMPROVEMENTS STD . D W G S . SYMBOLS Q U A N T I T I E S
RPL ENCINITAS, CALIFORNIA BY SOUTHERN CALIFORNIA SOIL & (760)- 436 -2693 MODIFIED WITHOUT APPROVAL OF THE ENGINEERING INSPECTOR. VIGOROUS
GROWTH UNTIL THE PROJECT IS PERMANENTLY
TESTING, INC *AND UPDATE REPORT TITLED 'UPDATE REPORT LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE SUBDIVISION BOUNDARY
- - -
CITY OF ENCINITAS TRACT NO. 99 -207 WILDFLOWER DRIVE 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 4. THE CONTRACTOR SHALL RESTORE
ALL EROSION CONTROL PERMANENT LANDSCAPING UNTIL THE PROJECT IS COMPLETED
ENCINITAS, CALIFORNIA PREPARED BY SOUTHERN CAUFORNUA 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE AND ALL SECURITY RELEASED. CENTERLINE -
SOIL AND TESTING, 1 %D UPDATE LETTER TITLED PROPOSED PHONE (760)- 633 -2770. CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL
SINGLE FAMILY DWELLING 3305 POPPY HILLS LANE PARCEL 3 OF EXISTING CONTOURS 59
TPM 99 -014 ENCINITAS, CALIFORNIA' DATED MARCH 23, 2004 3. THE CONTRACTOR SWILL GIVE 24 HOURS NOTICE ON CALLS 5. THE CONTRACTOR SWILL INSTALL
ADDITIONAL EROSION
PREPARED BY NORTH COUNTY COMPACTION ENGINEERING, INC. FOR INSPECTION. PHONE (760) -633 -2770. ALL WORK CONTROL MEASURES AS MAY BE REQUIRED BY THE
CiTY ENGINEER DUE TO UNCOMPLETED GRADING OPERATION OR O WNER S CERTIFICATE PROPOSED CONTOURS 6O
SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE
ALL GRADING SHALL BE DONE N ACCORDANCE WITH THE SUBJECT TO REJECTION AND REMOVAL UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE.
EXISTING SEWER LINE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED N SAID REPOTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE I (WE) HEREBY CERTIFY
*mm mIN ZNR 19&1 04 ARyo J woxy jz imI C. GRADING NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO THAT A REG SEERED SOILS ENGINEER
OR GEOLOGIST HAS BEEN OR EXISTING WATER UNE
3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDMON. WILL BE RETAINED TO SUPERVISE
OVER ALL GRADING ACTIVITY AND
OF SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, 1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A ADVISE ON THE COMPACTION
AND STABILITY F E SITE. FILL SLOPE (2:1 MAX)
NOR OF IMPROVEMENTS WITHIN STREET RIGHT -OF -WAYS. QUALIFIED SOILS ENGINEER OR LI NDER HiS DIRECTION. HE 7. ALL EROSION CONTROL MEASURES PROVIDED
PER THE
SEPARATE APPROVALS AND PERMITS FOR THESE SWILL BE SHALL INSPECT AND TEST THE EXCAVATION, PLACEMENT APPROVED GRADING PLAN SHALL BE INCORPORATED
HEREON. CUT SLOPE (2:1 MAX)
REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. AND COMPACTION OF FILLS AND BACKFILLS AND
COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS 8•� AREAS PROJECT PERIMETER MIDST DRAIN AWAY SIGNATURE DATE: CUT /FILL
UNE
4 WRITTEN PERMISSION SHALL IE OBTAINED FO"W OFF_ REPORTS AS REQUIRED MM WILL DETERMINE THE FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH
WORK DAY. BRIAN MCDONNELL
DAYLIGHT LINE
SITE GRADING SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF
GRADING OPERATIONS HE SWILL STATE THAT INSPECTIONS 9• ALL � PROTECTIVE DEVICES SHOWN SHALL BE IN
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS AND TESTS WERE MADE BY HIM OR UNDER HiS SUPERVIS PUKE AT THE END OF EACH WORKING DAY WHEN
THE FIVE SIGNATURE �1C DATE: S O O EARTH SWALE
-� -------- -�
REQUIRED TO PROTECT ADJACENT PROPERTIES DURING AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS (5) DAY RAIN FORECAST EXCEEDS FORTY
DEBORAH MCDONNELL
GRADING OPERATIONS. ANYTHING DAMAGED OR WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING SENT (40R)• SILT AND OTHER DEBRIS SHALL BE
PROPOSED RETAINING WALL C - 3, C -
DESTROYED SHALL BE REPLACED OR REPAIRED TO PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE REMOVED AFTER EACH RAINFALL
CONDITION EXISTING PRIOR TO GRADING. FOR THaR INTENDED USE. OWNER: BRIAN AND DEBORAH MCDONNELL
10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO GRAVEL BAGS 400 EA
E THAT ANY 2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% ADDRESS: C/O COLE
DEVELOPMENT, INC. HYDROSEED 4,400 SF
6. THE DEVELOPER SHALL BE RESPONSIBLE
MONUMENT OR BENCH MARK WHICH IS DISTURBED OR SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL
BE 3537 DOVE HOLLOW RD.
DESTROYED SHALL B£ RE-ESTABLISHED ESTABLISHED MID REPLACED 8Y A PONDING OF WATER. HE SHALL CONTROL SURFACE WATER STABILIZED WITH PUNCHED STRAW INSTALLED
IN ENCINITAS, CA 92024 AC DRIVEWAY
AND AVOiD DAMAGE TO ADJOINING PROPERTIES OR TO ACCORDANCE WiTH SECTION 35.023 OF THE EROSION AND PHONE: 858
REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. FINISHED WORK ON THE SITE MIND SHALL TAKE REMEDIAL SEDIMENT CONTROL HANDBOOK OF THE STATE
OF PHONE: ( 858)395-2693 10" SDR 35 STORM DRAIN (PRIVATE) _ - = 260 LF
MEASURES TO PREVENT EROSION OF FRESHLY GRADED CALIFORNIA DEPARTMENT OF CONSERVATION.
7. THE CONTRACTOR SHAII DESIGN, CONSTRUCT AND AREAS UNTiL SUCH TIME AS PERMANENT DRAINAGE AND
MAINTAIN ALL SAFETY DEVICES, INCLUDING , AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2'x2' BROOKS CATCH BASIN WITH
METAL GRATE 2 EA
®
SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, HYDROSEED GRASS LINED SWALE 330 EA
STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, 3, ALL AREAS TO BE F ILLED SH AI L BE PREPARED TO BE F IILLED EARTHWORK QUANTITIES:
LAWS AND REGULATIONS. AND FILL SWAZI BE PLACED IN ACCORDANCE WITH 1. HYDROSEEDING SHALL BE APPUED TO ALL SLOPES
GRADING AND EQUIPMENT OPERATIN WITHIN G HIN ONE-HALF STANDARD SPECIFICATIONS. ALL VEGETABLE MATTER AND THAT ARE GRADED 6:1 (HORIZONTAL TO
VERTICAL) CUT = 1800 CY
OR STEEPER WHEN THEY ARE: FILL
(1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE 1 CY
NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 PM AND CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS EXPORT = 800 CY
7:30 AM NOR ON SATURDAYS, SUNDAYS AND CiTY
TO BE PLACED. LOOSE FILL AND ALLUVIAL SOiLS SHALL BE A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS. REMEDIAL QUANTITIES =
0 CY QUANTITIES NOTE
RECOGNIZED HOLIDAYS. REMOVED TO SUITABLE FIRM NATURAL GROUND. THE B. 5 -- FEET OR MORE IN HEIGHT IN-CUT AREAS, UNLESS THE
QUANTITIES ABOVE ARE ESTIMATED FOR BONDING AND PERMIT PURPOSES ONLY.
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND SLOPE IS NOT SUBJECT TO EROSION DUE TO THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL QUANTITIES AS A PART OF HIS BiD.
9. NO GRADING OPERATIONS SHALL COMMENCE UNTiL A PRE - THEN COMPACTED TO A MINIMiUM OF 90 PERCENT. R SHALL
GRADING MEETING HAS BEEN HELD ONSITE WiTH THE BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, EROSION RESISTANCE CHARACTER OF THE MATERIAL
LEGAL DESCRIPT
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL WATER AND COMPACT THE FILL IN STRICT ACCORDANCE AS APPROVED BY THE CITY ENGINEER,
ENGINEEN, SOILS ENGINEER, GRADING CONTRACTOR AND WITH SPECIFICATIONS. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF APN# 264 - 091 -91
ENVIR
PIERMITI f THE PRE -GRADE MEETING SHALL BE THE SOIL AT OPTIMUM LEVEL FOR GROWTH OF THE
1. STEEPEST EXISTING SLOPE
SCHEMED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE 4. CUT AND FILL SLOPES SW�� L CUT AND TRIMMED TO HYDROSEEDED GROWTH.
DUL
2. MAXIMUM VERTICAL DEPTHS: (A CUT
BY CALLING (760)633 -2770. FINISHED GRADE TO PRODUCE SMOOTH SURFACES AND FT, (B) FILL FT
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS 3. AVERAGE DEPTHS: (A) CUT = 1800 X 27) / 36.000
= 1_3 FT
1111 PlkiOR TO HAILING DiRT OR CONSTRUCTION MATERIALS Tb AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND 3, HYDROSEEDING MIX SHALL CONSIST OF
ALL THE FOLLOWING: >, (B) FILL - ( 1000 X 27) / 1 4.000 = 1 2 FT.
AND SOILS I LS ENGI
ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJtCT TRIMMED AS DIRECTED BY THE ENGINEER OF WORK ENGINEER CERTIFICATE
THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES,
FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. ROOTS AND OTHER WASTE MATTER EXPOSED OR 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
� /P- "6G/ _ A REGISTERED CIVIL ENGINEER IN THE STATE OF ,
THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LABLE A. 20 LBS. PER ACRE OF ROSE CLOVER
h STATEM 0 F ENGINEER 0 F WORK
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED B. 20 LBS PER ACRE OF ZORRO FESCUE
CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPUED
REGARDS TO THE HAULING OPERATION. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN C. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNIA
SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPUNG AND STUDY OF THE
ACCORDANCE WiTH THE GRADING ORDINANCE. D. 4 LBS. PER ACRE OF ACHILLEA MILLEFOLIA SOILS CONDITIONS PREVALENT WITHIN THIS SITE WA§
MADE BY ME R THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY
11. UPON FNI'V.. � OF TIME WORK UNDER THE E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) UNDER MY DIRECTION BETWEEN THE DATES
0 110' o AND 0�� 'Pf THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS
GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE F. 1/2 LB PER ACRE OF DIMORPHOLECA
AN UPDATE WAS ADDED BETWEEN THE DATE�j -jA4 `AND ��� D4L AND PRACTICES OF THE ENGINEERS TRADE OR PROFESSION. THE ENGINEER
MID /OR FINAL RELEASE OF SECURITY, AN AS GRADED MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE G. ITEMS C D E. AND F OF THIS SUBSECTION
ONE COMPLETE COPY OF THE SOILS REPORT tOMPILE�D FROM THIS STUDY FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN
CERTIFICATION SWILL BE PROVIDED STATING: DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO WITH MY RECOMMENDATIONS, AND ONE COPY
OF THE UPDATE LETTER DATED ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY
'THE GRADING UNDER PERMIT NO. 9001 - HAS BEEN LEAVE THE AREAS THAT HAVE BEEN CLEARED WiTH A-NEAT MAY B E OMITTED ON LOCATIONS WHERE THE
AREA 4 6 3/ HAVE BEEN SUBMITTED TO THE OFFICE OF TH CITY ENGINEER. OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS
PERFORMED IN SUBSTANTIAL CONFORMANCE WiTH AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. BEING HYDROSEEOED IS NOT VISIBLE FOR EiTHER
/ FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF
THE APPROVED GRADING PLAN OR AS SHOWN ON THE APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED A PUBLIC STREET OR RESIDENTIAL STRUCTURES.
THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS
ATTACHED AS- GRADED PLAN FROM THE SOiLS ENGINEER AND CITY ENGINEER PRIOR TO H. ITEM A OF SUBSECTION MUST BE INOCULATED HAVE
BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. OR DESIGN, AND IT THEREFORE DOES NOT REUEVE THE ENGINEER OF
THIS STATEMENT SHALL DE FOLLOWED BY THE DATE AND THE DISPOSAL OF ANY SUCH MATERIAL RESPONSIBIUTY FOR THE PLANS OR DESIGN
OF IMPROVEMENTS BASED
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH �, WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY _ THEREON. THE
ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS
GRADING OPERATIONC' EITHER BY DRILLING OR BROADCASTING BEFORE SIGNED: NORTH COUNTY COMPACTION ENGINEERING, INC. THE CITY OF ENCINITAS AND
ITS OFFICERS AGENTS AND EMPLOYEES FROM ` V
HYDROSEEDING. 1305 SIMPSON WAY �- --
P �OFESS� PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGUGENT
.NN p9 R.C.E. NO.: Q � ESCONDIDO CA 92030 Z
Q, Q R. 760) 480 -1116 ERRORS OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS
FOR O I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE ACTS, --
B NOTIFICATIONS JOBSiTE IN UNOPENED CONTAINERS WITH THE CALIFORNIA �� �,� AF � ( OR EMPLOYEES ACTING WITHIN
THE COURSE AND SCOPE OF SUCH AGENCY
BUMANN EXP. DATE FILE N0. CE -6379 AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER.
DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION
ROAD TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. °C Exp.'9% 0los m Z
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY
PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE G M O o v
�P A r- J. NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO
A
OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE r ,,, ' NC r C /y1` r
BEST OF OUR KNOWLEDGE THERE ARE NSLURRY O EXISTING ,� t' Np � 7 � SAN DIEGUITO ENGINEERING, INC.
F yo a m THE HYDROSEED S AT THE DISCRETION OF THE rEOf CALIFOQ`� 4407 MANCHESTER AVENUE, SUITE 105
STEVEN R. CROSBY RCE 41975 W
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: o ENCINITAS, CALIFORNIA 92024 W
THE CONTRACTOR IS REQUIRED TO TAKE DUE O 'j / Lp 2. TYPE 1 MULCH APPUED AT THE RATE OF NO LESS PHONE: (760)753
- 5525 ¢ Z
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING 9 ti POPPY THAN 2000 LBS PER ACRE. TYPE 6 MULCH (STRAW)
S_ZO
UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT HILLS L1V V,q� 0 h'ER
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE CEO- MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY DATE C7
FOLLOWING OWNERS (1F SAID UTILITIES OR STRUCTURES pR APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST
z
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND 0k - E "aN r'T,gS SITE B N LESS 50% OF STRAW E SOIL PUNC HING
E SSI W
LOCATION OF UTILITIES AND NOTIFICATION OF f L CAM�N °F saw PREPARED BY:
��'" R. �R °s-
COMMENCEMENT OF WORK: 0 DEL Np N DIEG h m O
E C, 3. FERTiUZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, SAN DIEGUITO ENGINEERING, INC. 41975
�_ L0
16 -20 -0, WITH 151E SULPHUR APPLIED AT THE RATE OF 4407 MANCHESTER AVENUE, SUITE 105 NO. CV
500 LBS. PER ACRE 15x SULPHUR APPLIED AT THE ENCINITAS, CA 92024 �� �' X31 �� D
VICINITY MAP TEL: (760) 753 -5525 ,tee CIVIL Eo lA+ (,7 �
NOT -TO -SCALE RATE OF 500 LBS. PER ACRE.
or c ►►� % W
4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO a M
HYDROSEEDING BY OLIVENHAIN MUNICIPAL WATER DISTRICT FIRE DISTRICT
SAN DIEGUITO ENGINEERING INC. A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR "AS B U I LT 'f
Z i*-.
4407 MANCHESTER, SUITE 10
Underground Service Alert COMBINATION OF ENCINITAS FIRE P TECTION <_
ENCINITAS, CA 92024 Coll: TOLL FREE 1. TRACK WALKING SLOPES STEEPER THAN 6:1 APPROVED By: APPROVED W.Al
L3Y: Q
PHONE: (760) 753 -5525
(�
1 _�O DATE
2. RIPPING AREAS THAT WILL NO BREAK UP USING �/
CIVIL ENGINEERING • PLANNING "' ( 422 -4133 ITEM A ABOVE' S 2'7 d Rc DXP: u
LAND SURVEYING DAYS >�nRE You Jai I DESIGNED DRAWN BY I CHEMED RCE 40 REVISIONS
APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNING & BUILDING DEPT.
APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. SRC 07 SDC I SRC
PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPRO D GRADING PLAN FOR: 3305 POPPY HILLS LN
DESCRIPTION: COUNTY BENCH MARK NO pA�; S -Z SUPERVISION
OC 0073- CHIS. SID IN TOP OF HEADWALL HO RIZONTAL N A APPROVED LBy: PARCEL 3
LOCATION: SW COR. EL CAMINO DEL _ 9001 - G nil
NORTE do RANCHO SANTA FE RD. R.C.E. STEVEN R. CROSBY N0. : 41975 �� �= PC �` a3 -24+ OF
RECORD FROM: Co.S.D. VERTICAL CNTRL N/ DATE: 5 2. E Xp, 3 -31-06 DATE: 5 � 6 / y4" A O APN 264- 091 - 91
PM 1 8730 FROM TRACT No. 99 -014 %IM OF 3
ELEV: 119.476 DATUM: USC do GS I
III NO 019 U: \idata\ engineering \5012 \dwg \5012GP01.dwg, Date. 5 -20 -2004
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TYPICAL ROCK GRASS LINED SWALE DETAIL 4 259.5
NOT TO SCALE
59 0 - - -- --�v;,
•, ; - ' - " ; �- ,, ,; ! BW • __ - ". >_ - � 100 FUEL MODIFICATION ZONE _ _ _ __
1 gyp .5 - _ =..,
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NOTES. ;
THIS PROJECT A(YtY UtILIZE GRASS OR ROCK LINED SWALES OR COMBINATION - -
ROCK WITH PLANTING SWALES - 2� 2 2 i 1
PE�RMI FROM CITY FOR BEST MANAGEMENT PRACTICE MOTTO 8E MODIFIED WITHOUT " � � � •5 - � I j , ,
� ��:
�—
- i ?
PAD �r �
1. PLACE 3 ANCHORS PER SQUARE YARD OF MATERIAL. T - 1 t 1 t -
2. FOR ROCK —LINED OPTION, INSTALL GEOTEX WOVEN
MONOFlUMENT GEOTEXTiLE (NO. 117E OR EQUAL) .' " ' I
3. FOR GRASS or TURF OPTION, INSTALL UNDLOK
TRM 450 TURF REINFORCEMENT MAT, OR EQUAL.
4. SEE SECTIONS A -A AND B -B FOR EXACT SWALE
DIMENSIONS. =
258
GA
f \ 2 `
-
'` 8 f � s.: `�' -_, ; l X ;� � /`l k 257.0
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PA �, "O
- - - PAD 5 -
� 256.
SPACE EASEMENT
PER PM 18730 POOL ; "` ` ~_ t ' �r
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CONSTRUCTION NOTES:
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2' X 2' BROOKS CATCH BASIN WITH METAL GRATE .' \ , * r y X •B ".< S #
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- __ .�` .•, .' F' i ` \ t. � F ,' �� 'SE'UVER LA?ERAL l ; � � �:
4 1.5' MAX EXPOSED HEIGHT MASONRY RETAINING WALL b
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,
,
,
i
PER SAN DIEGO COUNTY - REGIONAL STANDARD DRAWINGS °p
,
FUEL ` Mf�DiF1�CAT1 TONE
56.
5 RAISED SWIMMING POOL PLATFORM 1MTH WALLS UNDER �1 \ \-
SEPERATE PERMIT tW `� -
1 A
LAWN AREA TO PROVIDE SHEET FLOW FILTRATION OF RUNOFF
do
FROM POOL DECK AREA —�j
!
70 GRASS LIMED FILTER SWALE PER - BAIL ON THIS SHEET
O
TYPE A CLEAN OUT
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256
--Y •, 258
N01*26'52"E
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FG r SPECIAL NOTE: t
NOTE: w
1$ THE TWO FILTER SWALES SHOWN ON THiS PLAN ARE TW = TOP OF WALL ELEVATION M
�Of ESSlpp,�,� PERMANENT MANAGEMENT DEVICES, AND MAY NOT BE BW = FINISH GRADE AT TOE OF WALL
�
SAN DIEGUITO ENGINEERING INC. R. R f 6 CLASS II BASE ALTERED OR REMOVED WITHOUT PRIOR APPROVAL FROM THE CITY
Z
J , OF ENCINITAS ENGINEERING DEPARTMENT
4407 MANCHESTER, SUITE 105 H �-�
ENCINITAS, CA-92024 DWY SECTION S DALE 1 " _ 40 60
�1
PHONE: (760) 753 -5525 Dr. ! NOT TO SCALE C
CML ENGINEERING PLANNING of ���E
LAND SURVEI'ING SCALE IN FEET = �/ THECKED BY
III REVISIONS APPROVED DATE REFEREN DATE BENCH MARK SCALE APPROVALS ` BUILT" CITY OF ENCINITAS
ENGINEERING DEPARTMENT DRAWING NO.
DESCRIPTION: COUNTY BENCH MARK NO PLANS PREP RED UNDER THE SUPERVISION OF RECOMMENDED APPR VED LOT GRADING AND EROSION
CONTROL PLAN FOR:
OC 0073— CHIS. SQ IN TOP OF HEADWALL 20 DATE: S'_ 26 y �' - PARCEL 3
LOCATION: SW COR. EL CAMINO DEL HORIZONTAL '*- DATE 9001 - G
NORTE do RANCHO SANTA FE RD. R.C.E. NO. : 41975 �� �� RCE `.v OF
RECORD FROM: Co.S.D. VERTICAL CRL VE�cAL N/A STEVEN R. CROSB ExP Y 3_31_06 DATE: 4- z
NT — `'°' <<-.. "` PM 18730 SH 2 of 3
ELEV: 119.476 DATUM: USC & GS E c
U: \1 DATA \ Eng neer ng \ SC12 \ dwg \ 50i 2GP62.dwg, Date: 5 -20 -2004 FILE NO. 5012
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