2004-9059 G (Plans) W
WORK TO BE DONE v
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A. GENERAL D. EROSION CONTROL ENVIRONMENTAL DATA g
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1 . STEEPEST EXISTING NATURAL SLOPE ON-SITE = 4.1 :1
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT HODGES 310-318-6193(PHONE
NO.)24 HOURS A = :� e V+
'� '- S7 Al
a g WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO DAY 2. MAXIMUM VERTICAL DEPTH OF CUT
3.3 FT 51 ;' �;� _ '� LU
o 3. MAXIMUM VERTICAL DEPTH OF FILL =13.8 FT ; �", - •,
0 AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT
ALL TIMES DURING THE �,. ,` a +. - , ' °t7}� s$
4. AVERAGE DEPTH OF CUT 0.5 FT1
CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO
2. THE SOILS REPORT ENTITLED LIMITED SITE INVESTIGATION PROPOSED RESIDENTIAL REMODEL AND ADDITION 360 FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS
IMMINENT. 5. AVERAGE DEPTH OF FILL 0.4 FT
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of ARROYO DRIVE, APN:256-420-29 CITY OF ENCINITAS, CALIFORNIA PREPARED BY EAST COUNTY SOIL CONSULTATION 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT
THE APPROVAL OF THE
ARROYO g 't -' ,`�„ .° '� w ` ' LU
EARTHWORK: i k � t
AND ENGINEERING, INC. DATED JUNE 14, 2004 AND THE SUPPLEMENTAL REPORT ENTITLED SLOPE STABILITY ANALYSIS ENGINEERING INSPECTOR. 5
< � CUT = 220 CY s x "�"& ' J ' I k
c HODGES RESIDENCE 360 ARROYO DRIVE, APN 256-420-29, CITY OF ENCINITAS, CALIFORNIA PREPARED BY EAST 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO
WORKING ORDER TO THE - ;
SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. FILL = 169 CY
< COUNTY SOILS AND ENGINEERING, INC. DATED DECEMBER 7,2004 SHALL BE CONSIDERED AS A PART OF THIS GRADING �s
< io PLAN. ALL GRADING SHALL BE DONE IN ACOORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES
AS MAY BE REQUIRED BY THE EXPORT = 51 CY w ;�", I ��
CONTAINED IN SAID REPORT. CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORSEEN CIRUMSTANCES WHICH MAY $<
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a $ZS 3. APPROVAL OF THIS PLANS DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND TYPE OF DRAINAGE ARISE ' 1 �'
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FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE APPROVALS AND PERMITS FOR 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS
TO PREVENT PUBLIC ENGINEER OF WORKS AS-BUILT CERTIFICATE �
s
THESE SHALL BE REQUIRED IN CONJUCTION WITH IMPROVEMENT PLANS. TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. '
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4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED
I, DAVID A. ASHCROFT HEREBY DECLARE THAT THE PREPARATION OF THESE AS-BUILT DRAWINGS AND THAT THE _ - � € €a'.
°DC 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES HEREON. INFORMATION SHOWN IS BASED ON ACTUAL SITE INVE
TI TIONS AND SURVEYS OF THE IMPROVEMENTS
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DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
AT THE BETWEEN THE DATES OF AND I O 3 �a4>.TO THE BEST OF MY KNOWLEDGE AND `,�� `e t }'• �,. , i' 13. °� a
CONDITION EXISTING PRIOR TO GRADING. CONCLUSION OF EACH WORK DAY. EXPERIENCE THE INFORMATION SHOW ON THESE PLANS PROVIDE AN ACCURATE REPRESENTATION
OF THE O
�X Y .
6. THE DEVELOPER SHALL BE REPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH
WORKING DAY WHEN AS-BUILT CONDITIONS.
DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND THE FIVE (5)DAYS RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT(40 %).
SILT AND OTHER DEBRIS SHALL a a _ 3
SURVEYOR. BE REMOVED AFTER EACH RAINFALL Ci�i� g " > ., �a z
4 �g �1
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING,AND 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE
OF GRADED I / f 3( Z��b � �� k'
-� to s"s a 11 ,
SHALL BE REPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, SLOPES(90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED
WITH PUNCHED STRAW DAVID ASHCROFT, PE. . RCE/ C47024 EXP. 12/31 /05 DATE v
LAWS AND REGULATIONS. INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE rnr
t
BHARADI TG AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. FLOOD STATEM
ENT � � � � m r I � '� tk
SHALL NO BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY E, HYDROSEED
RECOGNIZED HOLIDAYS. I, DAVID A.ASHCROFT, PE A REGISTER CIVIL ENGINEER/SURVEYOR, HEREBY CERTIFY THAT THE PAD STRUCTURES ?
} A
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HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 HORIZONTAL TO VERTICAL
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS BEEN HELD ONSITE WITH THE 1. { ) SHOWN ON THIS AS-BUILT GRADING PLAN HAVE
BEEN VERIFIED BY ME AND THAT SAID ELEVATION ARE AT OR
FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND OR STEEPER WHEN THEY ARE: )
1
a. THREE FEET OR MORE IN HEIGHT IN FILL AREAS.
ABOVE THE BASE FLOOD ELEVATION SHOWN ON TH FLOOD IN RATE MAP OF THE COUNTY OF SAN DIEGO. {i 4 }
;
PERMITTEE.THE PREGRADE MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY b. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT
TO .µ ( a 4 ; i
CALLING (760)6.33-2770. EROSION DUE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS APPROVED BY THE CITY ENGINEER. By;
PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM
LEVEL FOR THE DAVID ASHCROFT, PE. RCE C47024 &XP. 12/31 /05 DATE 1 VICINITY MAP
HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY GROWTH OF THE HYDROSEEDED GROWTH.
IMPOSE WITH REGARDS TO THE HAULING OPERATION. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING:
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL 1. SEED MIX SHALL CONSIST OF NO LESS THAN: OWNERS
CERTIFICATES ,
AND/OR FINAL RELEASE OF SECURITY, AN AS-GRADED CERTIFICATION SHALL BE PROVIDED STATING: "THE GRADING a. 20 LBS PER ACRE OF ROSE CLOVER. I HEREBY CERTIFY
THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO
UNDER PERMIT NO. 9059-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING b. 20 LBS PER ACRE OF ZORRO FESCUE. B.
LEGAL DESCRIPTION
PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND c. 3 LBS PER ACRE OF E SCHOOL CIA CALIFORNIA. SUPERVISE
OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE.
SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. d. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA. PAR"'(�
EL 1
B. NOTIFICATIONS e. 3 LBS PER ACRE OF ALYSSUM {CARPET OF SNOW). � � (�� � �����- Z _ tk(_ os THAT PORTION OF LOTS
5 AND 6 OF THE AUSTIN TRACT, IN THE COUNTY OF SAN DIEGO, STATE OF
f. 1/2 LBS PER ACRE OF DIMORPHOLECA. ROBERT ROCKETT HODGES, DATE CALIFORNIA,ACCORDING TO MAP THEREOF NO. 2174,
FILED IN THE OFFICE OF THE COUNTY
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS g. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS
TRUSTEE OF THE ROBERT ROCKETT HODGES SEPARATE PROPERTY TRUST U/D/T,DATED AUGUST 31 , 2001 RECORDER OF SAN DIEGO COUNTY, NOVEMBER 7, 1929, DESCRIBED AS FOLLOWS: BEGINNING
AT
STRUCTURES.WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING WHERE THE AREA BEING HYDROSEEDED
IS NOT VISIBLE FROM EITHER A PUBLIC
STREET OF RESIDENTIAL STRUCTURES. 360 DOLIMORE DRIVE THE NORTHEAST CORNER OF PARCEL 2 OF PARCEL MAP NO. 10529; THENCE
ALONG THE NORTH
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE h. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING
ENCINITAS, CA 92024 LINE OF PARCELS 2 AND 1 OF SAID PARCEL MAP, SOUTH 83 °50'05"WEST, 241.15 FEET TO THE
PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE
WEST LINE OF SAID LOT 5; THENCE ALONG SAID WEST LINE NORTH 0 °07'WEST, 124.71 FEET TO
IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES HYDROSEEDING. THE NORTHWEST CORNER
OF LAND DESCRIBED IN DEED TO OSCAR AHLBERG ET UX, RECORDED
PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTFICATION OF COMMENCEMENT i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED STATEMEN
T OF ENGINEER OF WORK JUNE 23, 1954 IN BOOK 5277, PAGE 533 OF OFFICIAL RECORDS;THENCE ALONG THE BOUNDARY
OF WORK: CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUTURE
CERTIFACTION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY
WITH THE THEREOF NORTH 89 053' EAST, 240.00 FEET MORE OR LESS AND SOUTH 0 °30'42"WEST (RECORD 2°
a. SEWERS (CARDIFF SANITATION DISTRICT) 1 -760-633-2770 NON-PHYTO-TOXIC WETTING AGENTS MAYBE ADDED TO THE HYDROSEED SLURRY GENERALLY ACCEPTED
STANDARD AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION.THE ENGINEER 07' EAST)96.54 FEET TO THE POINT OF BEGINNING.
b. GAS & ELECTRIC (SAN DIEGO GAS & ELECTRIC) 1 -800-422-4133 ' PARCEL 2
AT THE DISCRETION OF THE CONTRACTOR. FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND
c. WATER (SAN DIEGUITO WATER DISTRICT) 1 -760-633-2709 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) REGULATIONS
REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW
d. TELEPHONE (PACIFIC BELL) 1 -800-422-4133 MAY BE SUBSTITUTED ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS AN
EASEMENT AND RIGHT OF WAY FOR INGRESS AND EGRESS FOR ROAD PURPOSES OVER THAT
e. CABLE TV (DIMENSION CABLE SERVICES) 1 -800-422-4133 USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAT 50% OF THE PERFORMED
BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINING ANY WORK ON THIS STRAW INTO THE SOIL. ENGINEER IS NOT A DATERMINATION
BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY PORTION OF THE WESTERLY 25.00 FEET OF LOT 5 OF AUSTIN TRACT, IN THE COUNTY OF SAN
PROJECT. PHONE: (760)633-2770. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15%SULPHUR APPLIED OF THE PLANS OR DESIGN,AND IT
THEREFORE DONE NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF N0.2174, FILED IN THE OFFICE OF
AT THE RATE OF 500 LBS PER ACRE. PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD THE
COUNTY RECORDER, NOVEMBER 7, 1929, LYING NORTHERLY OF A LINE DESCRIBED AS
3, THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS,
AGENTS AND EMPLOYEES FROM PROPERTY DAMAGE OR FOLLOWS: BEGINNING AT A POINT IN THE NORTHERLY LINE OF SAID LOT 5, DISTANT ALONG SAID
PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE E SUBJECT TO REJECTION AND REMOVAL. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: BODILY
INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND LINE NORTH 89°53' EAST, 58.33 FEET FROM THE EASTERLY TERMINUS OF THE 121.12 FOOT RADIUS
C. GRADING 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF HISMER AGENTS OR EMPLOYEES ACTING WITHIN/THE COURSE AND SCOPE OF SUCH
AGENCY AND EMPLOYMENT CURVE, CONCAVE NORTHERLY, IN SAID NORTHERLY LOT-LINE; THENCE SOUTH 0 °07' EAST 150.00
a. TRACK WALKING SLOPES STEEPER THAN 6:1. AND ARISING OF THE WORKPERF RMEQ"B;i THE ENGINEER. FEET; THENCE SOUTH
89°53'WEST, 125.00 FEET MORE OR LESS TO THE WESTERLY LINE OF SAID
1. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OF UNDER HISIHER DIRECTION. b. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM "a"ABOVE.
�{ j' LOT 5. TOTAL PROPERTY AREA =26,540 SQ. FT. (0.609 ACRES)
2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: VVVVVV r (a o ASSESSORS PARCEL NO: 256-420-29-00
HE/SHE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND BY: a. ` _i�
COMPACTION OF TRENCHES. HE/SHE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT
DAVID ASHCROFT, PE. RCE C4702# EXP. 12/31 /05 DATE
SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE/SHE SHALL STATE THAT SATURATED SEED BED.
OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HISIHER SUPERVISION AND THAT IN HISIHER OPINION, b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING
SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. C. SITE ADDRESS
ALL EMBAKMENTS AND EXCAVATIONS WERE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL
THE PROJECT IS
AND THAT ALL EMBANKMENTS AND EXCAVATION ARE ACEPTABLE FOR THEIR INTENDED USE. PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYROSEEDING IS THE PERMANENT LANDSCAPING, ENGINEERING
CONSULTING GROUP 360 DOLIMORE DRIVE.
2. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. 437 S.
HWY 101, SUITE 202 ENCINITAS, CA 92024
PREVENT PONDING OF WATER. HE/SHE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING SOLANA BEACH,CA 92075 D. OWNER/ PERMITTEE
PROPERTIES OR TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF SOILS ENGINEER'S CERTIFICATE P: (858) 259-4711
FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE ENGINEER'S JOB NO. 040309 ROBERT HODGES
BEEN INSTALLED. EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. A REGISTERED CIVIL ENGINEERING FIRM IN THE STATE PROJECT DATA
3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH
OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT 360 DOLIMORE DRIVE.ENCINITAS,
CA 92024
STANDARD SPECIFICATIONS.ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE
BY OUR FIRM OR A. ZONING PH. (310) 318-6193
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL UNDER OUR DIRECTION ON THE DATE MAY 5, 2004. ONE COMPLETE COPY OF
THE SOILS REPORT COMPILED FROM
BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIEL TO A DEPTH OF 6"AND FAX. (310) 318-6283
THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S REPONSIBILITY TO PLACE, THIS STUDY WITH OUR RECOMMENDATIONS TOGETHER WITH A SLOPE STABILITY ANALYSIS
DATED DECEMBER 7, ZONE = E. TOPOGRAPHIC SURVEY SOURCE
2004, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER(REF 04-114706). FURTHERMORE, WE HAVE DENSITY = 3.3.0 D.U. /ACRE
SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS
REPORT NET LOT AREA = 14,500 SF
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACES AND TOPOGRAPHY PER FIELD SURVEY
BY JOHN E. HANK, PLS 6165 ON OCTOBER 5-9, 2001;
FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. LOT WIDTH = 80 FT
UNIFORM CROSS SECTIONS. THE SLOPES OF EXCAVATIONS AND EMBAKMENTS SHALL BE SHAPED, PLANTED AND EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC. FE S$ LOT
DEPTH = 100 FT 10925 HARTLEY ROAD, SUITE"I" ORDERED BY MR. ROBERT HODGES. THIS SURVEY DOES NOT INCLUDE ANY UNDERGROUND,
(y
TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, OU S. SETBACKS FRONT YARD = 25 FT
Q /� UTILITY, SETBACK, OR EASEMENT INFORMATION. HORIZONTAL CONTROL COORDINATES
�'4i® Pp p°*ha
ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO SANTEE, GA92071 SIDE YARD - INTERIOR = 10 FT
1L / ESTABLISHED PER RANDOM-RELATIVE COORDINATE SYSTEM.
"> ? �' .:
BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPED SHALL BE ROUNDED IN P; (619)258-7901 g <® SIDE YARD - STREET =
10 FT F. SHEET INDEX
rr
ACCORDANCE WITH THE GRADING ORDINANCE. 2 Na.00540 71
m
ENGINEER'S JOB NO. 04-114706 �P iz-ii.or � REAR YARD = 25 FT
5. ALL TREES, BRUSH, GRAS'S, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE LOT COVERAGE = 35% ALLOWABLE SHEET
NO. DESCRIPTION
DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A �� 1 TITLE
SHEET
NEAT AND FINISHED APPERANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE BY: �' 9��CAL1 �� 2-IEs- OS B. PLANNING 2
GRADING AND DRAINAGE PLAN
SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. MAMADOU SALIOU DIALLO ROE: C054071 EXP. 12/31 /05 DATE
COASTAL DEVELOPMENT PERMIT 04-118 3 EROSION CONTROL PLAN
QROfE SS/o4 4 EROSION CONTROL DETAIL
ENCINITAS FIRE DEPT. SAN DIEOUITO WATER DISTRICT PUBLIC WORKS DEPARTMENT �O \Q p. Asyo�o�t� O
No. 47024 ENGINEERING N
E Y �. 92131!05 CONSULTING O
d n CAP z1 n �.s �,� Clvlv �,.P GROUP 'r
OF CA�-\x 437 S.Highway 1.01.,Suite 202 Solana Beach,California 92075 N
EWED B DA E SIGNATURE EXPIRES 2 YEARS FROM DATE REVIEWED BY DATE P:858.259.4711 F: 858.259.5732
w .ecgneteom
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANN'G & BUILUG DEPT. DESIGN of DRAWN BY CHECKED BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. in
D. Ashcroft N.Z. D. Ashcroft
I County o San Diego Benchmark PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED W
I {v1sfD 5HT Z Erh4IG1 No. OC 0140; standard monument 2 (o oS
�l 'M at the northeast corner of railroad GRADING AND IMPROVEMENT PLAN I-
La I6 os /o�5�04 9 g HORIZONTAL: ? DATE 360 DOLLIMORE DRIVE Z
// bride no. A23-2133 crossing over
�$ Ul D 5 ' ;`� 7 b Encinitas Blvd., approximately 200' BY: BY:
) Z " -g uT � � ! / Q� east of Highway 101, per County VERTICAL: / �Z`r / 05 / _
ENCINITAS CA 92024 9059-G z
of San Diego information. Z_6 7.0 /
N Elevation = 77.489 NGVD29 datum I E B
NAT- DAVID A. ASHCROFT, P ! CE C47024 EXP. 12 31 OS DATE: 3/3/ DATE: 3 3 os PC 04 118 SHEET
1 OF 4 a
r
gg ' " UNDERGROUND UTILITIES LEGEND Ui
g get �
ALL EXISTING AND PROPOSED UTILITY LINES SERVICING THE PROJECT SYMBOL DESCRIPTION REF. DWG QUANTITY
ro UTILITY EASE ENT PER >`' SITE SHALL BE PLACED IN UNDERGROUND CONDUITS W
lie DOG. NO. 200 -0665344'; A U S TI N TR A C T
(EASEMENT FOR R AD PURPOSES ' k. MAP N O. 21 7 -ter RETAINING WALL, 8"MASONRY SDRSD C-3 10
LF
g PER PARCEL 2 OF ITLE REPORT)1
„} 27'39" E 240.01' ( 0.00 )
_° t I r S 89° , PROPOSED SLOPE
i Found Iron Pipe& D' c m N V 1 2:1 MAX W
I a PROPERTY LINE 0.61' northerly ___, __ a
_ _--. _ _ __ - 4
4t�SD
PVC_ PV- C STORM DRAIN PIPE 38 LF
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0 R 6"SD-PVG 6„PVC STORM DRAIN PIPE 262 LF W
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LIM1 Q �� ' ,3;r " ;o'"« �'`. ,as ^ 1 �i. 6 8"SD PVC 8„PVC STORM DRAIN PIPE 10 LF
E . SVC. X40 F ri _- F e'
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DOWNSPOUTS FROM ROOF DRAINAGE
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£ t. h\\ ;; N� GUTTERS CONNECT TO DRAINAGE PIPE AS
I[ ° �} � 1 mom : ,. ' (L SHOWN
20 g 1
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LIMITS OF GRADING (DISTURBED AREA) 11648 SF 0.267 AC
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7) GRAPHIC SCALE
_wr_._ _ __.. ___ __ __ ; �� o a 5 a 2a a 3 DETENTION BASIN TYP DETAIL
n
- 1/2' = V-0'
_.. _.. IN FEET( )
- 1 inch = 10 ft
ZN
SITE GRADING PLAN
CONSTRUCTION NOTES EASEMENT NOTES EASEMENT NOTES - CONT.
OINSTALL 12" DRAIN INLET BASIN, NYLOPLAST OR EQUAL O INSTALL PERMANENT LANDSCAPE FOR BMP- NOT TO BE MODIFIED WITHOUT A
OPERMIT FROM THE CITY 1 A BLANKET EASEMENT GRANTED TO SAN DIEGO GAS AND ELECTRIC COMPANY FOR PUBLIC 44 AN EASEMENT FOR RIGHT OF WAY FOR INGRESS AND EGRESS
FOR
2 SAWCUT EXISTING DRIVEWAY AT BUILDING LINE
PRIOR TO PARTIAL DEMOLITION O7 REPLACE EXISTING 5/8"WATER METER W1 COMBINATION 1"FIRE &3/4" UTILITIES, INGRESS AND EGRESS AS RECORDED DECEMBER 23,
1948 IN BOOK 3056, PAGE 291 ROAD PURPOSES AS RECORDED JUNE 21, 1961 AS INSTRUMENT NO.
QPROTECT EXISTING PCC DRIVEWAY IN THIS AREA POTABLE METER PER SDWD li O,R, 105815 O.R.
O4 INSTALL RIP RAP ENERGY DISSIPATOR(PER SDRSD D-40 MO FIED) NOTES AN EASEMENT GRANTED TO SAN DIEGUITO IRRIGATION DISTRICT FOR PIPE LINES AS
RECORDED AUGUST 6, 1952 IN BOOK 4550,PAGE 489 O.R. p QROFESS/p49!
�5 INSTALL STORMWATER DETENTION FACILITY BELOW GRADE"' 1 THE PRIMARY ACCESS TO THE PROPERTY IS OFF DOLLIMORE ROAD. �Q`�y�0
P• ASF/n- Q
PROVIDE A MINIMUM AREA OF400 SF ADDRESS SHALL BE CHANGED TO 360 DOLLIMORE ROAD(PER h oP i % �-+ NGINEERING N
Q BY 3 FT DEEP. SEE DETAIL 3 THIS SHEET FOR CONSTRUCTION DETAILS. THIS STANDARD CONDITIONS FOR CASE#04-118 CDP). O A 20FT WIDE EASEMENT FOR RIGHT OF WAY FOR
INGRESS AND EGRESS FOR ROAD PURPOSES ca No: 47024 O
DETENTION FACILITY SHALL BE PRIVATELY MAINTAINED IN PERPETUITY BY AS RECORDED OCTOBER 27, 1953 IN BOOK 5027 PAGE 513 O.R. Ep, 1231105 CONSULTING
TH PROPERTY OWNER. 2 ALL EXISTING AND PROPOSED UTILITY LINES SERVICING THE PROJECT SITE r
SHALL BE PLACED IN UNDERGROUND CONDUITS(PER 01V11' GROUP %"`
UTILITY CONDITIONS FOR CASE#04-118 CDP). f� OF CRCIf� G 437 S.H hway 101,Suite 202 Solana Beach,California
92075 1
P:858.259,4711 F:858.259.5732 w .ecgnetcom
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNI & BUILDi DEPT. DESIGN BY DRAWN BY CHECKED BY APPROVALS CITY
OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G
D. Ashcroft N.Z. D. Ashcroft
7� ps County o an Diego Benchmark GRADING AND IMPROVEMENT PLAN FW-
) �+` rol `2�lJii q j n // No. OC 0140; standard monument PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
�fTfW"�1aTt(Q�fl1,S•ED /V �/(/� )D (G�� at the northeast corner of railroad 10'-0° ,
/ HORIZONTAL:
bridge no. A23 app crossing over BY: BY: � - 360 DOLLIMORE DRIVE 9059-G Z
C1 oo�'It�YIAD oW DATE:
M bridge as Blvd., approximately 200'
X � �� east of Highway 101, per County VERTICAL: NSA 3/��0� ' N
N 2 AS`gVtLT �p,L !Ol$�Ob of San Diego information. ` DATE: 3/3/ 1 DATE: ENCINITAS CA 92024
'�`�t Elevation = 77.489 NGVD29 datum DAVID A. ASHCROFT,PE E C47024 EXP. 12 31 OS PC 04-118 SHEET 2
OF 4 0.
CONCRETE WASHOUT
O U
u_-`:.I,e l.Yi ty�e.,.a..{s,L z;ep P',,i{.e.�.0 p:e,:r
fax doe no.2000-06653,4Y E 4
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oW CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN
WASHOUT (EASEMENT FOR ROAD PRUC S it
PER PARCEL 2 OF TITLE REP 3 MAP NO. 2174 WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND
THE LIKE INTO THE
MOO
STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING i S s» ,� E 21001' 200
WASHOUT LOCATION. oI 1/< 3 Found Iron Pipe& DTHE " " '"E 0.61' nor
ly CONSTRUCTION SITE ACCESS 4 LU
A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT " n %,, UV�_CO)
TRACKING DIRT OFF SITE.THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL Lu
EsO
PANELS/PLATES. G /
� MA
CONSTRUCTION VEHICLES . Y A " Z Q �m Y A SPECIFIC AREA AWAY FROM GU TTER AND STORMDRAIN
SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES
PARKING,VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE 7lqr
-SITE.OFF
EROSION CONTROL '
1 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE it
ROL MATS,PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONT ADEQUATE GROUND COVER VEGETATION AND BONDED FIBER MATRIX.
,__�
2 NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
3 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR (
_j' ZSHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES. ' t,w 4 REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN `
Ir n w Found
CL
P c PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
�2 'w 20 P? `PM
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____" 'IO. HZO2 VUNNECESSARILY, THEY HELP DECREASE EROSION.
& 10529 5 TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION S NOT IMMEDIATELY 1
and fOS
N 1353 S 0 �y� _i,, A T, ` qPLANNED FOR EROSION CONTROL PURPOSES. EROSION
SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL `
AND PERENNIAL GRASSES TO SHIELD A ND B I ND THE SOIL. )J µ Y W W � J -,am { -
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6 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE. E t 7 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED,
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'�9W" ` -1 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE
AND SPILLAGE. CONTRACTOR I4� {' nu: #`SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL
PROVIDE O t
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SECONDARY CONTAINMENT FOR ALL FUEL STORED ON SITE.
2 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE. STOCKPILES MAY INCLU 0 '
DE
SOIL PARING MATERIALS ASPHALT CONCRETE, AGGREGATE BASE ETC. STOCKPILES SHALL BE LOCATED AWAY FR OM Z � '2$' $/B
E CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED S
-
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE �-
PERIMETER AT ALL T I MES. 5 Ly .� ti-
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NING RACONTRACTORS EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TINED TO BE v$lp ?a- m
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES
RCTOR S S SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)AND THE PRIME CONT a 'MUST INFORM SUBCONTRACTORS
ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES, 9 V - r WASTER MANAGEMENT �_
�
1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTER AND UNUSED CONSTRUCTION
25, L MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND WHERE WATER CAN CARRY THEM INTO
HE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ae'shown
on
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n d0a 2 NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED
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r F i EASEMENT FOR ROAD PR POSTS AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS
SHALL BE CHECKED FREQUENTLY FOR 1 ee , Ca RC",
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�PER : TTLE R PORT
111�LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN ------_
_ per P t3 o. 1J0
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY '3
TRASH MATERIAL. �3 MANY CONSTRUCTION MATERIALS INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN
ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST ti ? �aP"
soot lerlyBE TAKEN T O AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL
OF HAZARDOUS MATERIAL CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT 800 714-1195. FOR INFORMATION
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT(760 436-4151. Ems .
4 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES h R
AROUND THE SITE.
5 PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON �
PERVIOUS SURFACES.
6 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN.CONTRACTOR GRAPHIC SCALE
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. 10 0 5 10 20 20
IN FEET
M t inch 10 ft
J
EROSION CONTROL PLAN
CONSTRUCTION NOTES LEGEND G-3 SCALE 1” 10'-0'
INSTALL A STABILIZED CONSTRUCTION ENTRANCE PER SYMBOL DESCRIPTION O DETAIL 2, G-3.
INSTALL GRAVEL BAGS GRAVEL
INSTALL SILT FENCE. GRAVELBAGS
INSTALL HYDROSEED SILT FENCE
HYDROSEED eROFESS/p
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A C
No 4702 ENGINEERING N
Ev, IMI/05 CONSULTING
TM
Clvll- `o
OF CL GROUP 437 S.Hghway 101,Suite 202 Solana Beach,Clfornia 92075 N
P:858.259.4711 F:858.259.5732 wn+.ecgne xom
DESIGN BY RAW CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANN'G & BUILDG DEPT.
N. Z. N. Z. D. Ashcroft APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. G
County of San Diego Benchmark
No. OC 0140; standard monument PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED
at the northeast corner of railroad 10'-0" Z � EROSION CONTROL PLAN s
bridge no. A23-263 crossing over HORIZONTAL:
..
'
9 0 5 9 — G
Encinitas Blvd., approximately 200' DATE BY: BY: 360 DOLLIMORE DRIVE ?
X east of Highway 101, °per Count VERTICAL: 5'-O"
of San Diego information. y DATE: 3�ZJOS DATE: -�/� DS PC 04-118 ENCINITAS, CA 92024 SHEET 3
OF 4 0.
Elevation = 77.489 NGVD29 datum
N A. AS
HCROFT, PE Hp� C4/024 EXP. 12/31/05 pp
o d
gz0 6" MIN.
o UNLESS OTHERWISE
3;° SPECIFIED BY A COARSE AGGREGATE 1
w w� SOILS ENGINEER �z•/
M"
I= CONCRETE WASHOUT SAN DIEGUITO WATER DISTRICT NOTES ®_
993;° S CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT
CONSTITUTE REPRESENTATION - EXISTING GRADE
€g�W =111=111=111= _ — — — — — —1 I-1 I I- 1 I-1 11= =1I - 1 —
w W ®€ 5 WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR
NON-EXISTENCE OF,ANY _ T TIC- I F I�FE3 I I 1� 1 I I ,. I I�I I� I T - T _ _ _ - �I.I
gg�o3 STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POSTA SIGN DESIGNATING UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT.
III�11 ipi)I1- -11111�1 �1- 111.;11=I =III= �11� 1�1 =III= -ll� -111-111-111- - -
II I �III� �II�I I�iII�IIII�I I I 1E THE
o THE WASHOUT LOCATION. 2. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING I-
° ' w CONSTRUCTION SITE ACCESS OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING I
(t
LIM F �? I LLJ
a 15 WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL FILTER FABRIC
< z A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN
PERMISSION BY SAN DIEGUITO
ow TRACKING DIRT OFF SITE.THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL WATER DISTRICT.
w<< rc SECTION B-B
o W m PANELS/PLATES. 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY
firb d ° CONSTRUCTION VEHICLES EXISTING WATER FACILITY (FIRE HYDRANT, METERS,VALVE BOXES, ETC.)WHICH IS AFFECTED BY THEIR
g. PROJECT.ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES'STANDARDS
ggga COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE
C>. ° A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES NOTE
13'; UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. ~ CONSTRUCT SEDIMENT BARRIER
$�3° PARKING,VEHICLE REFUELING,AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING
WATER SERVICES. �� R AND CHANELIZE RUNOFF TO
M o OFF-SITE. \ SEDIMENT TRAPPING DEVICE.
di5 5. MINIMUM HORIZONTAL SEPARATION OF 10-FOOT REQUIRED BETWEEN FIRE HYDRANTS AND SAN Q M
�° EROSION CONTROL DIEGO GAS AND ELECTRIC VAULTS. Q B
6.ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. �
1 EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. O
O O
PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, Q Q Q � Q
ADEQUATE GROUND COVER VEGETATION,AND BONDED FIBER MATRIX. LLJ
2 DI EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. O o O WIDTH PER PLAN
3 DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR
CL
SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES.
4 REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN
PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS
UNNECESSARILY, THEY HELP DECREASE EROSION.
5 TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY X L13
PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL LLJ F_ SUPPLY WATER WASH
WHEELS IF NECESS WASH
AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 50' MIN.
6 PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE
COMPLETE.
7 WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. PLAN
N
ON—SITE CONSTRUCTION MATERIAL STORAGE
1 STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR 1 STABILIZED CONSTRUCTION
ENTRANCE — TYPICAL DETAIL
SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE
SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE,
2 ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE 4 N.T.S.
SOIL, PARING MATERIALS,ASPHALT CONCRETE,AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM
CONCENTRATED STORMWATER FLOWS AND STORMDRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED
WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE
PERIMETER AT ALL TIMES.
TRAINING SILT FENCE
CONTRACTOR'S EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE GRAVEL BAGS
FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SILT FENCE (LEGEND)
SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S)AND THE PRIME CONTRACTOR
MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES, GRAVEL BAGS (LEGEND)
WASTER MANAGEMENT 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO
4 BY 4 IN (10 BY 10 CM) THE POSTS.
1 CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTER AND UNUSED CONSTRUCTION TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO
THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
2 NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED
AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR
LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN
STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY �� ICI
TRASH MATERIAL. �r/— ONTO URBAGS OVERLAP
3 MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN
ASPHALT AND CONCRETE, WOOD,AND CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST / I Ii 4 IN (10 CM)
BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE
OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT(800)714-1195. FOR INFORMATION THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL.
ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT(760)436-4151. INTO THE TRENCH.
4 POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES
AROUND THE SITE. I /"
5 PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR (((( I I (I I i II I IIdII, 3
FT (0.9 M) MIN,
SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON r ( I I ( I FILTER FABRI r ill
PERVIOUS SURFACES. —III—III—II I=1...... WIRE —_
6 ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR I I I - I� RUNOFF
11�= 1 =1 I 1=111=111=111- .
MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. //� - - I I I I T N I M1 I I�T
�
GAP BETWEEN BAGS THREE LAYERS OF GRAVEL BAGS
ACTS AS SPILLWAY WITH ENDS OVERLAPPED
SILT FENCE
GRAVEL BAGS
2 SILT FENCE — TYPICAL DETAIL 3 GRAVEL BAGS — TYPICAL DETAIL
4 N.T.S. 4
N.T.S.
QROFESS/p4 L
K A Syp�ol�yc
w ° No. 47024 m ENGINEERING N
Exp. 12/31/05 -___ CONSULTING
`ST CIVIL \P _ - GROUP klftft
,4
4 pF �AL1F - 437 S.H hway 101,Suite 202 Solana Beach,Cahfomia 92075 I
P: 858.259.4711 F:858.259.5732 www.ecgnetxom
REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANN'G & BUILUG DEPT. DESIGN BY DRAWN BY CHECKED BY N. Z. N. Z. D.
Ashcroft APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. 113
County of San Diego Benchmark
No. OC 0140; standard monument PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED EROSION CONTROL DETAIL
at the northeast corner of railroad 10'-O" 2 (Q O)�
bridge no. A23-2B3 crossing over HORIZONTAL: 9059- G
Encinitas Blvd., approximately 200' -1 DATE BY: B1: �ic. - 360 DOLLIMORE DRIVE
east of Highway 101, per Count VERTICAL: 5'-0" [ /
of San Diego information. y .�lldr- ENCINITAS, CA 92024 �C
a Elevation = 77.489 NGVD29 datum DAVID A. A H E 047024 DATE: 3/3/D S DATE: PC 04-1 18 SHEET
4 OF 4 a