2004-6992 G (Plans) WORK TO BE DONE GRADING OWNER'S CERTIFICATION HYDROSEED WORK TO BE DONE
GEN ERAL ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED SOILS ENGINEER WE HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR
GEOLOGIST HAS 1. HYDROSEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD OR UNDER HIS/HER DIRECTION. HE/SHE SHALL OBSERVE AND TEST THE BEEN
OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY. AND 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: CO(XIMENTS. CURRENT AT THE
TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFTLLS AND ADVISE ON
THE COMPACTION AND STABILITY OF THE SITE ENGINEER.
STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL COMPACTION OF TRENCHES. HE /SHE SHALL SUBMIT SOILS REPORTS AS REWIRED AHLRICH
HODS, LLC A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS 1. CITY OF ENCINITAS STANDARDS
STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON B.
FIVE FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT 2. CITY OF ENCINITAS GRADING ORDINANCE
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. OMPL.E71ON OF GRADING OPERATIONS HE/SHE SHALL STATE THAT /0 �Z
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER 3. THIS SET OF PLANS
OBSERVATIONS AND TESTS WERE MADE BY HIM/HER OR UNDER HISAIER ROBERT W. LAING, MANAGER AOATE OF THE MATERIAL AS APPROVED
BY THE CITY ENGINEER. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK)
2. THE SOILS REPORT TITLED REPORT OF PRELIMINARY GEOTECHNIAL SUPERVISION AND THAT IN HIS/HER ONION, ALL EMBANKMENTS WITH THE
5. THE SAN DIEGO AREA REGIONAL STANDARDS DRAWINGS AND AS MAY BE MODIFIED
INVESTIGATION FOR 10-LOT SUBDIVISION. HICKORYHILL DRIVE ENCINITAS, APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS AND EXCAVATIONS
CALIFORNIA. PROJECT N0. CW 1 1 99.159.1. PREPARED BY CHRISTIAN WHEELER ARE ACCEPTABLE FOR THEIR INTENDED USE SOILS ENGINEER CERTIFICATE
2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE BY THE CITY OF ENCINITAS STANDARDS
SHALL BE CONSIDERED AS A PART OF OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 6. SOILS REPORT
AND RECOMMENDATIONS BY CHRISTIAN WHEELER ENGINEER DATED
ENGINEERING. DATED MAY 7. AC I, CHARLES H. CHRISTIAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CAUFORNiA,
MAY 7, 1999.
THIS GRADING PLAN. ALL GRADING SHALL BE DONE E ACCORDANCE WITH THE
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN A C REPORT. 2• THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO AND I, CURTiS R.
BURDETT, REGISTERED GEOLOGIST, PRINCIPALLY DOING BUSINESS IN 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: 7. LEUCADIA WATER DISTRICT STANDARDS
AND SPECIFICATIONS
PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE /SHE SHALL THE FIELD OF APPLIED SOILMECHANICS, HEREBY CERTIFY THAT A SAMPLING
AND 8. SAN DIEGUITO WATER DISTRICT STANDARDS AND SPECIFICATIONS.
DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR STUDY OF THE SOIL CONDITIONS
PREVALENT WITHIN THIS SITE WAS MADE BY ME 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
3. APPROVAL OF THIS PLAN
AND TYPE OF DRAINAGE F ACILI TIE S, N NOR TI IMPROVEMENTS O SI STREET TO FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURES TO OR
UNDER MY DIRECTION BETWEEN THE DATES MARCH 1999 AND MAY 1999 .
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THiS STUDY,
WITH A. 20 LBS. PER ACRE OF ROSE CLOVER
RIGHT -OF -WAYS. SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. MY RECOMMENDATIONS,
HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY B. 20 LBS. PER ACRE OF ZORRO FESCUE LEGEND STD. DWG.
REW ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND
IRED IN CONJUNCTION WITH IMPROVEMENT PLANS. C. 3 LBS. PER ACRE OF E SCHOOL CIA CAUFORNICA
....---- --- -- 320-- ---- --
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF -SITE GRADING. 3. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL
CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS D. 4 LBS PER ACRE OF ACHILLEA MILLEFOUA EXISTING CONTOUR ELEVATION ......................
......... .
BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND E.
3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW)
MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE SPECIFICATIONS. F. 1/2 LB. PER ACRE OF DIMORPHOLECA
PROPERTY BOUNDARY . ..... ............................... .
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT CONTRACTOR FOR THE SURFACE UPON MMICH THE FILL IS TO BE PLACED. LOOSE
G. ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BI= __._._- ......._. .... _..
�� � ��
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL
OMITTED ON LOCATIONS WHERE THE AREA BEING EXISTING CONCRETE CURB AND GU ........................
DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR
GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 6 AND SIGNED BY: DATE: i T 1 HYDROSEEDED IS NOT VISIBLE
FROM EITHER A PUBLIC ..... ..... ........... I--.-.._----.----------
TO GRADING. THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S CHARLES H. C RISTiAN, R.G.E. 00215 STREET
OR RESIDENTIAL STRUCTURES EXISTING CONCRETE CURB ...................................
6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT
/ H. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WTH A 317
WHICH IS DISTURBED OR DESTROYED SHALL BE RE ESTABLISHED AND REPLACED ACCORDANCE WITH SPECIFICATIONS. SIGNED B . DATE: �( 3 'Z
NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY PROPOSED CONTOUR ELEVATION ............................. .
BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. CURTiS R. B �RET�TC.E.G . 1090 DRiWNG OR BROADCASTING BEFORE
HYDROSEEDING.
4. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE I. ALL SEED MATERIALS SHALL BE TRANSPORTED
TO THE CUT BANK (SLOPE AS NOTED) ............. 2:1 MAX ............
r
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY SMOOTH SURFACES AND UNIFORM CROSS SECTIONS. THE SLOPES OF
JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA
FILL BANK SLOPE AS NOTED
AND SMALL BE RESPONSIBLE FOR CONFORMING
DEVICES. INCLUDING SHORING, EXCAVATIONS AND EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED DEPARTMENT OF FOOD AND AGRICULTURE
CERTIFICATION ( ) � � � � . . . . . 2:1 MAX ........... . _
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY
TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS.
AND REGULATIONS. CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR o �t f � �\ OFF O FO
Q � q c, < J. NON- PHYTO -TOXiC WETTING AGENTS MAY BE ADDED TO DAYLIGHT LINE .................................
.
EXCAVATiON OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME �� ��S Nq� cr �,� P��S �Sa C� THE HYDROSEED SLURRY AT
THE DISCRETION OF THE
LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL o N CONTRACTOR.
CUT AND FILL LINE .......... ............................... - F
�. Q e J No , ow ��,
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (N) MILE OF A SLOPES SHAH RADING ORDINANCE BE ROUNDED IN ACCORDANCE WITH THE G `=
r� � Z I U CERTIF E!: 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 I
STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE � No. GE215 R,
W ENGINEERING PAD 324.00
HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY
ac Exp. 9-30-05 Ge�oGIST LBS PER ACRE TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, PAD ELEVATION . ......................
.............. .
RECOGNIZED HtOLIOAYS 5. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL � * �
COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE C fOhCNN�G P N. �>' �Q ALL OR PART. WHEN STRAW IS USED IT
A MU T BE ANCHORED APP TO THE MATERIAL SLOPE BY AC PAVING
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A
J am_ _...�� �'`�pFCa: ��' MECHANICALLY PUNCHING NO LESS THAN 5OX OF THE STRAW INTO EXISTING ASPHALT CEMENT PAVEMENT .........................
BEEN HELD ONSITE MATH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS APPROVAL
THE SOIL 7- A:. _• - :
PLANNING DEPARTMENT REPRESENATiVE, CIVIL ENGINEER, SOILS ENGINEER, GRADING OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER
_ PROPOSED CONCRETE DRIVEWAY ........... C-14A ............. .
LIZER CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE SCHEDULED AND CITY ENGINEER PRIOR TO THE DISPOSAL
OF ANY SUCH MATERIAL 3. WI 15% SULPHUR APPLIED AT TH E LBS. t ACRE. 0 '
MATH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. PROPOSED CONCRETE SIDEWALK . ....................
DECLARATION OF RESPONSIBLE CHARGE ........ .
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO
10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED EROSION CONTROL HYDROSEEDING BY: PROPOSED
CONCRETE PAVEMENT
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO I, HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT;
__
1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT ROBERT W. LAVNG AT THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT
1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A EXISTING SEWER MAIN ........ ...............................
AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL (760) 802 -BS91 (24 HOURS). AS DEFINED IN SECTION 6703 OF THE BUSINESS
AND PROFESSIONS CODE, AND
ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND COMBINATION OI : ....._......._ ___ ._....._.._.
i
REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS.
2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE EXISTING SEWER LATERAL ..... ..........................
..... �
HAULING OPERATION. AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL I UNDERSTAND THAT THE (NECK OF PROJECT DRAWINGS
AND SPECIFICATIONS A. TRACK WALKING SLOPES STEEPER THAN 6:1. - - -- u'
BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID BY THE CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT
EXISTING WATER MAIN
11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR CONSTRUCTION OF TEMPORARY DEVICES WHEIV RAIN IS IMMINENT.
RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT B. RIPPING AREA THAT WILL NOT BREAK UP USING
ITEM "A"
TO FINAL GRADING APPROVAL MD/OR FINAL RELEASE OF SECURITY, AN AS- ABOVE. EXISTING FIRE HYDRANT ..............................
.......
GRADED CERTIFICATION SHALL BE PROVIDED STATING: 'THE GRADING UNDER DESiGN��
3. DEVICES, SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE 7- /O-OZ 2 CONDITIONING THE SOILS SO THAT IT
IS SUITABLE FOR PLANTING BY:
PERMIT NO. 6992 -G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH APPROVAL OF THE ENGINEERING INSPECTOR. EXISTING
WATER LATERAL AND METER ......................... .
THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED "AS- GRADED JORGE H. PAJICIOS, R.C.E. 32031 DATE A. ADJUSTING
THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP - - -- ----- - - -- -- 0HF -- - - - - -- - - - -- - --
PL'. THIS STATEMENT SHALL BE FOLLOWED BY THE DATE D SIGNATURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING EXPIRATION
DATE: 12 -31 -04 Q A ° BUT NOT SATURATED SEED BED. EXISTING OVERHEAD ELECTRICAL LINE .........................
AN MI
OF THE CIVIL ENGINEER W140 CERTIFIES SUCH GRADING OPERATION. ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF
Qu o GIN. PA Z gc l �2 B. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING EXISTING OVERHEAD TELEPHONE LINE ......................... DHT
PRODUCING RAINFALL 0- pQ tp i OR COVERING SAUNE SOILS TO PROVIDE VIABLE CONDITIONS FOR
5. THE CONTRACTOR SHALL INTALL ADDITIONAL EROSION CONTROL MEASURES AS ESTIMATED QUANTITIES: No. 32031 m GROWTH.
EXt s TMG O VERHEAD CABLE TV LINE ...........................
d 12/31/04 HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
NOTIFICATIONS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING EXCAVATION: 13,800 C.Y. * * GROWTH
UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR EXISTING GAS MAIN UNE ..... ...............................
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND OPERATION OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. EMBANKMENT. 13,800
C.Y.
'. s� Q ?� AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL '_- -" -�
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY EXPORT: 0
C.Y. �1 � CA THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. EXISTING STREET LIGHT .
---------- --------- - --- - - - - --
AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXITING PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED
UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: WATERS CREATE A HAZARDOUS CONDITION. NOTE: EARTHWORK QUANTITIES ARE ESTIMATED FOR
EXISTING STORM GRAM PIPE . ............................... -� -
PERMIT PURPOSES ONLY AND ARE NOT TO BE `.J
THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN USED
FOR FINAL PAY QUANTITIES EXISTING SEWER MANHOLE ...................................
PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SHALL BE INCORPORATED HEREON.
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT THE FOLLOWING EXISTING STORM DRAM CLEANOUT .........................
... .
OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE
------- - - - - -- •} t -
VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY SiTE ADDRESS: 49 E
XISTING STORM DRAIN CURB INLET . .........................
TEMPORARY
COMMENCEMENT OF WORK: HICKORYHILL DRIVE � I
9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL IN PLACE AT THE END M>tTH ENCINITAS, CA
BERM EXISTING STORM DRAIN CATCH BASIN GRATE
SEWERS LEUCADIA WATER DISTRICT 760 753 -0155 OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST
GAS do ELECTRIC SO.G.&E. 800 422 -4133 EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED PAD ELEV
PRIVATE CATCH BASIN (BROOKS 1212 OR EQUAL) ..........
WATER SAN DIEGUIM WATER DISTRICT 760 633 - 2709 AFTER EACH RAINFALL OWNER INFORMATION -
TELEPHONE PACIFIC BELL 800 489 - 3441 AHLRICH HOMES, LLC FINISHED GRADE 112- STORM DRAIN PiPE (HOPE MIN.
OR EQUAL) O CABLE TV COX CABLE (800) 221 - 4188 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE 2187 NEW CASTLE
AVENUE, SUITE 101 VARIES
COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE CARDIFF, CA 92007 CURB INLET TYPE 'B'..... D-
2 ............... .
2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO SLOPES SHALL BE STABILIZED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE TELEPHONE
NO.: (760) 802 -8591 CATCH BASH TYPE ' F' ........ ............D 7................
BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 -2770. WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF
3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. THE TATS OF CALIFORNIA DEPARTMENT OF CONSERVATION. ?
STORM DRAIN CLEMIOUT TYPE 'A ............ D -9 .............. .
PHONE (760) 633 - 2770. ALL WORK PERFORMED iMTHOUT BENEFIT OF N�
INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL � CORRUGATED STEEL PiPE IINLET AND GRATE ..D -16, D-17
.........
EXIST. CONC.
k_ DITCH
HEADWALL TYPE W ...................... D- 32...............
DRAIN tMMM INSTALLED RIPRAP ENERGY DiS9PATER .............. .D - 40. ..............
ON SLOPE FACE ^" SEEPAGE
(14RADRAIN G1OON - v, ZONE I I 3
OR EQUIVALENT) pQ�' � CONCRETE LUG ............. .............D -63 .............. I
PER SOILS EnGMEER'S � �
.
CATCH BASIN RECOMMENDATION �.�'�� / 1:� J� / \\ M SEEPAGE
PROPOSEp PROPOSED CHIN LINK FENCE ........... ............................... X I
T6 323.OD 4" d StIBORAIN n1vollE MALL `��t�"d ZONE > >
PERFORATED) RETAINING SUWR AIN �� fi S E C TI 0 N A - A REINFORCED CONCRETE DITCH ( TYPE I
............... _
LOT 2 / 1� ".: I, REPORT LS WAIL F �� ` KEYSTONE AETAiNrNG WAL-L oR EquRt- ............ .
PAD E.EV. 324'00 -� IE 324.Od'°E PROPOSED G \�' NO SCALE N
CATCH BASIN % CHIMNEY DRAIN (SEE SHEET 2 FOR LOCATION OF SECTION) PRIVATE 4 I.D.P. E. STORM DRAIN w
/INSIDE SOLID AND :..... SQ_
TDE 323.90
FE (PERFORATE SMOOTH LINER Z
S D IN -
RI
LOT 1 PAD ELEV. 314.00 �� S R SOILS SECTION ONLY) PR
L IVATE STORM DRAIN CLEANOUT.....S , , , , , , , .. , • ..
C7 Ci
iE 323 ��� / ' DRAM D 4 Pt E PRIVATE 4" 0 SUBDRAIN ....................... .... .
. _ Z 0
322.00 SOLID 4" 0 DRAtN
ERAS PIPE Td CONNECT T �� °'�� AS U i L T PLAN roe �" P�v`�� w °
BLVD Q PROPOSED CATCH dAStll IE 312.00 % 1 8 S ��.o�c► c 'o`�i Z �
0
CREST IE 312.00 v ho. 32031 Z n
1 IV31/06 UJ H
AV SECTION C- C SECT ION D -'D' _ �� ,* CL
SITE .� z �- v� z
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