2002-7394 G (Plans) 4
i
WORK TO BE DONE w
CITY OF ENCINITAS C CL
GRADING
GEW
N
1. ALL WIDRK SHALL BE DONE IN ACCORDANCE NTH TMESF PLANS 774E N
STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. THE DESIGN
CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO
AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS C e T o R E H o o
mEREFROM SHALL BE APPROVED BY viE CITY ENGINEER PRIOR TO ANY i
REQUEST FOR INSPECTION. co
cD
2 774E SOLS REPORT TITLED 'LIMITED SOX WYESIMA TIO N AND LPDA TED SOIL -
RELATED RECOMMENDATIONS PREPARED BY GE07EOWCAL E7fPLORATiON, M cT
DA TED JANUARY 30, 2002, SHALL BE CONSIDERED AS A PART OF THINS 761 GARDEN WEW COURT
GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE NTH THE S
RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT.
1 APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZE'S, I M
WITHIN IN STI EEEr TYPE
WA M SEPARATE APPROVALS AN PERMITS SOILS ENGINEER'S CERTIFICATE
FOR THESE SHALL BE REQUIRED IN CONJUNCTION WiTH IMPROVEMENT
PLANS
4. WRITTEN PERUS'STON SHALL BE OBTAINED FOR ANY OFF -SITE GRADING J*141! A - CR 2 A REGISTERED CIVIL ENGINEER IN THIS STATE OF
S CONTRACTOR SMALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO Q. LANDSCAPNG CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED
SOiL Z P
PROTECT ADJAC PROPERTIES DURING GRADING OPERATIONS ANYTHING 1. ALL SLOPES SHALL BE PLANTED AND KRIRIGA TED IN ACCORDANCE WITH MECHANICS, HEREBY
CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL T Project site.
DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TD CONDITION PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL CONFORM TO THE CONDITIONS PREVALENT
WITHIN 1741S SITE WAS MADE BY ME OR UNDER MY _
EXISTING PRIOR TO GRADING CITY OF ENCINITAS GRADING ORDINANCE AND ALL ADOPTED LANDSCAPE AND DIRECTION BETWEEN THE DATES // 3ef •i AND
ONE c*
9 HE DEVELOPER SHALL BE THAT ANY MONUMENT OR BENCH IRRIGATION STANDARDS. COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH
MY 5
RECOMMENDATIONS; HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY LNGINEER LEGEND
MARK WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND 2 FINISH GRADING AM PLANTTMG SHALL BE ACCOMPLISHED ON ALL SLOPES FURTHERMORE,
I HAVE REVIEWED THESE GRADING PLANS AND CER71F Y THAT THE � SYMBOL /tEY �
REPLACED BY A REGISTERED CIVIL ENGINEER OR A UCENSED LAND SURVEYOR PRIOR TO OCTOBER I OR IM MEDIA TEL Y UPON COMPLETION OF ANY SLOPES GRADED
-- - -
379
7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY BETWEEN OCTOBER 1 AND APRIL 15. RECOMMENDATIOWS INCLUDED IN 174E SOILS
REPORT FOR THIS PROJECT HAVE BEEN 3
INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS c
OEWCM INCLUDING SHORING, AND 94ALL BE RESPONSIBLE FOR CONFORMING y EMSiAVG
TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS - • '" � � -..� CONTOW
AND REQ" 77ONS E EROSION CONTROL t L Sk
a. GRADING AND MIPMUEINT OPERATING W1lHff OW-HAV (114 Alf OF SIpVED: i. CASE EMERGENCY WORK IS REQt1 CONTACT 11MO1HY HALVERSON AT
m
A STRUC7UFF FOR HU `MAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN
MI DAT Gl 7 Z 4 ® Z FASTING WW�L
THE HOURS OF 5:JO P.M. AND 7.30 A. N. NOR ON SATURDA SUNDAYS )942 -�� r�. �� y
- -- .. - __ _ E70S7IVG OURS
AND CITY RECOGNIZED HOWA YS 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL K MADE RCE Na: 3 ¢4L Z Z C40 E)F. DATE No. 002007 c`
9. NO GRADING OPERA TIONS SHALL OO E (MM A PREGRADM MEETING AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY Gt=OTECNA11Co4L
eXMI I A C. LXp. 9 S 3 Y�m1TY MAP E7dS71MG mum MIME7VI
HAS BEEN HELD ON -SITE NTH THE FOLLOWING PEOPLE PRESENT- MATERIALS SHALL BE STOCKPILED Or -97E AT CONVENIENT LOCA71ONS TO 742 0"LPE sr R&ET
CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR FACILITATE RAPID CONSIRUC110N Of TEMPORARY DEVICES WHEN RAIN IS S•49 - 722 Z
lGP�' NO SCALE
S�4 ic/ oiEGO q 2! 2! TF[ . (rsa) TFco�' TMO/AS EROS. PGS 1147 & 1148 � ° � ` -- EASTIMG TC
E[mTm
�� 9l 1Q`
AND PERMTTEE THE PREGRADE MEETING SHALL BE SCHEDULED WiTH THE IMMINENT. DECLARATION OF RESPONSIBLE CHARGE �� GA�
CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. _.._.. EMSIM STOW DRAIN
1 Q PRIOR 1O HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY 3 DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODiFIEO WW TTHOUT 174E
......... . . .. ........
APPROVAL OF THE ENGINEERING INSPECTOR
PROPOSED CONSTRUCTION SI7E WITHIN THIS PROJECT THE DEVELOPER SHALL i HEREBY DECLARE THAT i AM 174E ENGINEER OF WORK FOR THIS PROJECT,
GIT� BASIN
SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO THAT I HAVE EXERCISED
RESPONSIBLE CHARGE OVER THE DESIGN OF THE HYDROSEED _........_. _ . .......
PROPOSED HAUL ROUTE; 7HE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH PROJECT AS
DEFINED IN SEC77ON 6703 OF ThE BUSINESS AND PROFESSIONS
AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WiTH REGARDS TO THE RUN -OFF PRODUCING RAINFALL CODE; AND THAT THE DESIGN iS CONSISTENT WITh
CURRENT STANDARDS. � _1_ � SME m N
i. HYDROSEEDING SHALL BE APPLIED 1D ALL SLOP THAT ARE GRADED 6:1
.HAULING OPERA7101�L (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE:
11. UPON FINAL COMPLETION O- THE PORK L90ER THE GRADING PERMIT s` THE CONTRACTOR SHA INSTALL ADDITIONAL EROSION CONTROL I UNDERSTAND THAT THE
CHECK O- PROJECT DRAWINGS AND SPECIFICATIONS _T _ - FILL SLOPE (21 MAX)
BUT PRIOR TO FINAL GRADING APPROVAL BY 174E CITY OF ENCINITAS IS CONFINED TO A REVIEW ONLY AND DOES NOT AND I OR FINAL RELEASE OF SECURITY,
MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO 1NCOMPD ETEO a THREE FEET OR MORE IN HEIGHT IN FILL AREAS
GRADING OPERA 11OV OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
AN AS- GRADED (ERTIFTCATiON SHALL BE PROVIDED STATING: - 7HE GRADING RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT
UNDER PERMIT NO HAS BEEN PERFORMED IN SUBSTAN77AL THE CONTRACTOR MALL RESPONSIBLE AND SHALL TAKE NECESSARY DESIGN. b. 5 FEET OR
MORE IN HEIGHT IN CUT AREAS IWESS SLOPE IS NOT ��'�� p SUICDING
CONFORMANCE W774 THE APPROVED GRADING PLAN OR AS SHOWN ON THE PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED Qi pF E S S /p4,
SUBJECT TO EROSION DUE TO THE EROSION RESISTANT CHARACTER
ATTACHED AS- GRADED PLAN. THIS STATEMENT SHALL BE FOLLOWED BY THUS WATERS CREATE A HAZARDOUS CON0177ON. o '! OF THE MATERIAL
AS APPROVED BY THE CITY ENGINEER. � � � PRA RITE
DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING Partners, . NTRM MEASURES PROVIDED PER THE APPROVED GRADING PLAN
Planning and Engineering
OPERA TION. 7 ALL EROSION W y�� l � o � �'�s � 94ALL OF INCORPORATED HERE
9988 Hibert Street, Suite 212 2 IR RIGATION SHALL MAINTAIN 174E MOISTURE` LEVEL OF THE SOIL AT THE DAYLi1E
LIE
B. h San Diego, CA. 92131 N0. 50940 OPTIMUM LEVEL FOR THE GR OWTH OF THE HYDROSEEDED GROWTH -- ► --{►
--
1. THE EVS7ENGE AND LOCATION OF UNDERGROUND UTILITY PIPES AND UL GRADED AREAS AROUND THE PRO�CT PERIMETER MUST DRAIN AWAY FROM 774E Ph. (858) 695 -3344
9-30-05 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: PROPOSED GRADIETIT
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF FACE OF SLOPE AT THE CorvtxuSlON OF EACH WORK DAY. Fax ( 858 ) F 695 -3117
-f, J y
AVAiLABLE RECORDS TO 174E BEST OF OUR KNOWtEDG2: THEE ARE NO 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT OF C
� 1. SEED MIX SHALL CONSIST OF NO LESS THAN: 150 PROPOSED C ONTOW
EXISTING U17LI77ES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: 774E THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY
_ PROPOSED 1IL, PVC ST DR
CONTRACTOR IS REQUIRED TO TAKE DUE PRECAU71ONARY MEASURES TO FORECAST EXCEEDS FORTY PERCENT (4071). SILT AND OTHER DEBRIS SHALL SrGIVED. DATE: / ��1-D
Z a .. LBS PER ACRE OF ROSE CLOVER —
PROTECT ANY EXIS77NG U7iUTIES OR STRUCTURES LOCATED A T 774E WORK 8E REMOVED AFTER EACH RAINFALL. ANDREW KAHN 1♦
RETAA�ING M9iWtL SEE DETAtS SHEET ?
SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE b. 20 LBS PER ACRE OF ZORRO FESCUE
FOLLOWNG OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY 1Q SHOULD GERMINATION OF HMOSFEDED SLOPES FAIL TO PROVIDE
EXCAVATION, FOR VERIFICATION AND LOCA 77ON OF U77U77ES AND EFFEC71VE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO RCE NQ: R.C.E: 50940
EXP. DATE 9 -30-05 c. 3 LBS PROPOSED Z eox
PER ACRE OF E SCHOOL CIA CALFORNICA �}'—
M07TFICA71ON OF COWENC M1ENT OF WORK OCTOBER 1, THE SLOPES SHALL BE STABILIZED WITH BONDED FIBER MATRIX
A. SEWERS - (760) 753 -0155 LEUCADIA COUNTY PATER DISTRICT INSTALLED IN ACCORDANCE WITH SECTION 35. OF THE EROSION AND d
4 LBS PER ACRE OF ACM" MILLEFOUA
SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT M GAS & ELECTRIC - (800) 422 -4133 SDG &E. CONSERVATION.
e, 3 LBS PER ACRE OF ALYSSUM (CARPET OF SNOW) . — �... — PROPOSED TYPE v - r wrr
C. WATER - (760) 756466 O.M. W! D.
Q TELEPHONE (800) 422 -4133 - PACIFIC KLL
F . O - OWNERS CERTIFICATE f 1/1 LB. PER ACRE OF OM�ORPHOLECA GRAVQ BAGS
BL i
E CABLE TV - (800) 422 -4133 - DANIELS CAE ���
48 HO
2 CONIRAU;TOP SHALL NOTIFY 174E CITY ENGINEER'S OFFICHOURS ¢ ITEMS 4 D. & AND F OF THIS SUBSECTTON MAY BE ObNTTED ON
—® _m — SILT FENCE
(1) REVIEW OF 7705 PLAN BY SAN WGUITO W ATER DISTRICT DOES NOT CONSTITUTE I (WE) HEREBY CER77FY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST
LOCA 77ONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE
PROR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760) 633 - 277Q A WPRESENTA77ON AS 70 THE ACCURACY OF, THE LOCA77OV OF, OR THE HAS BEEN OR
WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES
3. THE CONTRACTOR SHALL GI VE 24 HOURS N077CE ON CALLS FOR EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR AND ADVISE ON 774E
COMPACTION AND STABILITY OF THE SITE , , A
INSPEC!n( . PHONE: (760) 633 -2770. ALL WORK PERFORMED WITHOUT STRUCTURE WITHIN THE LINTS OF THIS PROJECT. h. I7M A OF THIS
9UBSEC77ON MUST BE INOCULATED WITH
BENEFIT Or NSPEC7 ON WILL BE SUBJECT TO REJECTION AND NITROGEN FIXING BACTERIA AND PPUED DRY EITHER BY �
PROPOSED TOP OF am
REMOVAL (2) ALL EJd 7W FAOU71ES *NCH MAY AFFECT FINAL DESIGN LE., LINE MSSINGS, t A ^ _ ICI' i2'0Z DRIWNG OR BROADCASTING
BEFORE HYDROSEEDING.
LSE PARALLELING, OR PROPOSED CONNECTION SHALL BE FlELO W£RIFiED. ALL SIGNED: DATE PROPOSED 10P OF PAVElT EiEgltlidil
EVS71MG OR PROPOSED U71UTY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER 71M0 HA RSON L ALL SEED MATERIALS SHALL B77
TRANSPORTED THE E OF
E �N
MAINS SHALL BE SHOWN ON MIPROVEMENT PLANS ELEC7IRCAL AND SEWER TO UNOPENED CONTAINERS WITH THE CALIFORNIA D O
�ADINO FOOD AND AGRICULTURE CERTIFICATION
CROSS UNDER WATER MAINS UNLESS GIVEN WRIITDV PERMISSION BY SAN D!E(�10ERTIFICATION TAG ATTACHED TO, OR PROPOED F� � ECEV7WflQiN
I. ALL GRADING SHALL K WSM AM 1ES`TED BY A GUALM SOILS WATER DISTRICT. OWNER & PERNIMME, PRINTED ON S AID CONTAINERS.
MI
ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE AND TEST THE j NON -PHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO
THE
� PROPOSED FUVI5IH WADE ELEVA1fOii
CvCA VA T1ON PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND (3) CONTRACTOR AND ON" ARE IV RELOCA 7E ANDf M NUIST TO CTRH, LLC
�
CUMiPAC77ON OF TRENCHES HE SHALL SUBMIT SOiLS REPORTS AS REQUIRED GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS VALVE$ VALVE
285 NORTH E! CAM►NO REAL, S1F 110 �'�'�� �� IA/!NG HYDROSEED SLURRY AT 174E DISCRETION OF THE CONTRACTOR �
_ � QPASS�N9T/ MAR
AND WiLL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL UPON SOXM ETC.) WHICH iS AFFECTED BY MR PROJECT. ALL AFFECTED WATER ENCINITAS CA 92024 2
TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 CBS PER ACRE. SW�E 8 FLOW Orl�cfloN co
COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS FACILITIES MUST MEET CURRENT SAN DIEGUJiTO WATER DISTRICT STANDARDS E ATTN. TIMOTHY
HALVERSON i TYPE 6 MULCH (STRAW) MAY BE
AND TESTS WERE MADE BY HIM OR UNDER HiS SUPERVISION AND THAT IN HIS FACKJIIES DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO WK. it (760) 942
-2609 HYDRAULICALLY APPLIED FIBER MATERIAL WHEN STRAW USED IT MUST BE b b PROPOSED BROW DITCH
OPINION, ALL EMBANKMENTS AND EXCA VA 77ONS WERE CONSTRUCTED IN CURRENT STANDARDS AT THE OWNERS'S DPPENSE HM. it (760) 942 -2894 ANCHORED
TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50X OF
ACCORDANCE NTH THE APPROVED GRADING PLANS AND THAT ALL EMBANKMENTS 4 NORFJV 7 KAA4)V �9 TE THE STRAW INTO 714E SOIL
PROPOSED AC PAVEMENT
AND EX(CAV47IONS ARE ACCEPTABLE FOR THEIR INTENDED USE (4) TiES 1O MAINTAIN MMWiMUM 5400T SEPARATION WHEN PARALLELING WATER SiM ADDRESS, R c
Fso9vio ExP. ao os
' a , PROPOSED CQVARETE PA WW
2 THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TD SERVICES 761 GARDEN VIEW COURT -LOT 12 3 FER71UZER CONSISTING
OF AMMONIUM PHOSPHATE SULFATE; 16 -20-0. WWfTHI
PROVIDE POS177 DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL ENCINITAS, CA 92103 15X SULFUR APPLIED AT THE RATE OF
500 LBS PER ACRE.
(5) MINIMUM HORIZONTAL SEPARATION OF 10 FEET REQUIRED FIRE PAD HYDROSEED
CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS
TO FINISHED WORK ON THE SITE AND SHALL TAKE REMIEDiAL MEASURES TO APN,
PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH 77ME AS (6) ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DREIVEW AND ALL 257 - 470 -12
AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY � tX1RB FWD �
PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT 174E PARCEL THEY
H
INSTALLED.
1 ALL AREAS to FILLED SHALL BE PREPARED m BE FI LLED AND FILL ARE SERVING LEGA DESCRiPTiON i. ROUGHENING 174E SURFACE
1D BE PLANTED BY ANY OR A COMBINATION O _ ... .............. _......- ._.._....._ _ p 6' CURB AND GUM 6_
i
a TRACK WALKING SLOPES STEEPER THAN 6: 1. � r••,
SHALL BL PLACE KV ACCORDANCE WI THE SOILS REPORT. ALL G. LEUC�alA C��� IVidTFR D15TRloCT l�IInTFS CSEE SI�' H H
PROPOSED PARKING SIR /NAT *17 SWET s
/VEGETABLE MATTER AND ACCORDANCE
MATER OI SHALL BE REMOVED BY THE - ) LOT 12 OF CITY OF ENCINITAS TRACT NO. 4255, MAP NO. 11909 b. RIPPING AREAS THAT
WILL NOT BREAK UP USING ITEM 'A' MO
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL is TO BE PLACED. IN THE CiTY OF ENCINITAS. COUNTY OF SAN DIEGO, STATE OF CAUFORNIA
PROPOSED RIB m WT1RR ( WDO SEE 9KET 2 � M
LOOSE FILL MIND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FiRM EARTHWORK U*
ONST
NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF LEUCADIA COUNTY WATER DISTRICT Z CONDI flONlNG THE SOILS
SD THAT IT IS SUITABLE FOR PLANTING BY
f" AND THEN COMPACTED TO A WNMIUM OF 90 PERCENT. IT SHALL BE THE CUT= 1,300 C. Y. C STABILIZED
SEE SHEET 4 JGh
CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE nu- 600 C. Y. � Z o. ADJUSTING 774E SURFACE SOIL
MOISTURE TO PROVIDE DAMP BUT CONSTRUCTION ENTRANCE FILL IV STRICT ACCORDANCE WITH SPECIFiCA EXPORT= 7O0 C. Y W►���
NOT SA SEEDBED. •.
a
,L Gtvs� A t1i:
P
a W:C
S�IE'W91LKj UW� 7, ! 4
+ EARTHIK?RK QUANTITIES ARE CALCULATED ON A THEORETICAL BASIS AND tS'OZ b. THE ADD17ION OF SOIL AMENDMETNM PH ADJUSTMENT, LEACHING
WALKWAY
ENVIRONMENTAL DATA ARE UTIUZED FOR PERMIT AND ENVIRONMENTAL PURPOSE'S ChtY ACTUAL COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS
FOR
QUAN7777ES MAY VARY DUE TO UNFORES_EN LOSSES, SHRINKAGE AND /OI APPROVED BY. DA GR OWN. s PRO C.. QrWR u7M4L
�..�►
1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A SMELLING FACTORS OLIVENHAIN MUNICIPAL WATER DISTRICT ENCINITAS FIRE DEPARTMENT
HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS
2 MAXIMUMf VERTICAL DEPTH OF CUT = 3' GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR ALAS
WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UN77L THE PROJECT W
3) MAXIMUM VERTICAL DEPTH OF FILL - 4' IS COMPLETED AND ALL SECURITY RELEASED.
4) AVERAGE DEPTH OF CUT - 1,300 C.Y.(27)/Y4,600 SF. = 24'
5) AVERAGE DEPTH OF FILL - 600 C Y:(27)/'17,a00 SF. - Q9' (• �Z • Z
r
APP O vR Y DATE A PROVED rsY. A IL yKA
- REVISION S APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED 8Y.' DRAWN BY. !'NECKED
BY APPROVALS CiTY OF ENCWAS ENGINEERING DEPARTMENT DRAIMNG NO.
45 evil Ts DESCRIPTION. TOP OF BRASS DISC IN PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPROVED GRADING AND EROSION
CONTROL PLANS FOR: _
WELL MONUMENT DATE: G / Z-
7-D p
H ORIZONTAL AS NOTED C. T.T l .H 7t?94
LOCAMN: • STA. 50+75 11C, EL GUANO REAL 5 Z R.C.E N0.: 50940 BY- Er: AL
REtXIRO FRWC"TY OF SAN SEGO VERT. CM UM . DATA N/A B : AND KAHN 9 -30-05 DATE: O D
ELEVA WN: 124.117 DAT M. SL VERTICAL PPRO DA EXP. - WORK PROJECT NO. gIEFT 1 or 5
tE
SPECIAL NOTES EROSION CONTROL NOTES 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 6: THICK IN TRAFFIC AREAS
THE FQCLOWIING NOTES ARE PROVIDED TO GVE DIPECnOINS 70 THE CONTRACTOR 1. THE EROSIOIN CONTROL CONTRACTOR SHALL BE RESPONSIBLE FOR THE 4 BY 4 1N (10
BY 10 CM) THE POSTS 4 THICK IN NON- TRAFFIC AREAS TAP M E CL
BY THE ENGINEER OF MORML THE CITY ENGINEER IS SUVA TORE ON THESE PLANS TRENCH UPSLOPE FROM AND (TYPICAL) 1 /4- M►GE
FLOW i � -I g�1RF �`� � 0
DOES NOT COINSTITUTE APPROVAL OF ANY OF THESE NOTES, ANO 7w CITY WILL IVSpECTION Mlle MOrNFT('A THE EROSION CONTROL DEICES, AS
SURF
NOT BE RESPONSIBLE FOR (HEIR ENFOR(EMIENT. NECESSARY, DURING THE RAINY SEASON. THE CONTRACTOR, PERMIT ME; OR ALONG THE LINE OF POSTS
OWNER SHALL BE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF THE EROSION
1. NE7M R THE OWNER NOR THE ENGINEER OF WORK WILL ENFORCE SAFETY MEASURES CONTROL DEWCES DURING THE RAINY SEASON.
OR REGULATIONS THE CONTRACTOR SHALL QESIGyN, CONSTRUCT AND MAINTAIN ALL
SAFETY DEVICES MQUDO NG 94ORM AND
SHALL � SOLELY Y RESPONSIBLE FOR 2. TEMPORARY EROSION CONTRA DEICES SHOWN ON THE EROSION CGWIROIC PLAN / / �/ � 6'
2' � 12x' 2' °
COWFOR1116NG TO ALL LOCAL. STATE AND FEDERAL SAFETY AM HEALTH STANDARDS, W IIGH INTERFERE WITH THE WORK SMALL BE RELOCATED OR MODIFIED AS THE
�
LAWS AND REGULA 77OVS WORK PROGRESSED AS RECOMMENDED BY THE ENGINEER OF WORK AND AS APPROVED 10 GXI �- CO►CRE1>=
6' 6' o
BY THE DIRECTOR OF PUBLIC WORKS. �� B ASE ' •
2 LOCATION( AND ELEVATION OF IMPROVEMENTS 70 BE MET BY NO RK TO BE DONE SMALL 0 50 1 l 1 PIPE SIZE AND
SUE A v
BE � BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW WORK. I ALL LOOSE SOIL AND DEBRIS SMALL BE REMOVED FROM THE STREET AREAS J. ATTACH THE FILTER
FABRIC TO 4 IN ( ) (TYPICAL) TYPE PER PLAN. PER POW �
UPON STARTING OPERATIONS TIO NS AND PERIODICALLY AFTER AS DIRECTED BY THE INSPECOR. T RI R PEE =DOMNSIREAM FLOW
LNE ELEI!
3 BEFORE EXCAVATING FOR THIS CONTRACT, WRf'FY LOCATION OF UTILITIES THE WIRE FENCE AND EXTEND IT UPPER 12 COMPACTED HORIZONTAL
PIPE SIZE o
THE DOS7ENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR INTO THE TRENCH. 4. BACKFILL AND COMPACT THE
M 95X' REL Dl]VMTY (TIP.) PER PLAN
WNV ON THESE PLANS HAS BEEN OBTAINED FROM AVAILA�E RECORDS ONLY AND MAY 4 DRIVER FOR C WORK WRING RA S �ACTOR, PET?MITTEE EXCAVATED
SOIL TYPE ! OUTLET
NOT REFLECT ALL EXISTING UTILITIES LOCATIONS OF ALL EXISTING UTILITIES MALL BE i p� � (O T END LW FLOW L ELEK
FL ' LESS THAN 'FLOW W CONFIRMED B Y FIELD MEASURE>♦ENTS BY CONTRACTOR PRIOR 10 CONSTRUC OF PORK ALL UTILITY TRENCHES SHALL BE BACK FILLED NITHIN 24 HOURS
RAID MUST I I ( (I FILTER FABRIC `� / PER PLAN NOT TO SCALE
4. CONTRACTOR IS REQUIRED M TAKE PRECAUTIONARY MEASURES M PROTECT THE UTILITY BE BACK FILLED BEFORE THE OF THE WORK DAY F A 40- PERCENT CHANCE OF RAIN
III i I ) WIRE TYPE I SET
LINES SHOWN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN IS PREDICTED. I I I
ON THESE' PLANS
� L' AWE THAN .76' BELOW 'TG' �
6. PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPAVED AT /f I NOT TO SCALE
6. SAFETY FENCES SHALL BE PROVIDED BY THE CONTRACTOR WHERE REQUIRED BY THE THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED -�� ,
SECTION X X
CITY ViGIINEER. OF GRA VEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY
Z DURING ACTIVE CONSTRUCTION, AREAS MALL BE W4A7ERED TO REDUCE FUGITIVE DUST. THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR l
ALHAMBRA FOUNDRY A -2010 CAST NON
8 CONTRACTOR TO ADJUST ALL PROPOSED AND EXISTING FACX17ES TO GRADE
pfAMNEI AT RIGHT ANGLES >a THE CENTER LINE EARTH MAY NOT BE USED AS - SLT FENCE DETAL '� GR ATE AND FRAME
FOR NON- TRAFFIC AREA.
VELOCITY CHECK DAMS NOT "0 SCALE � � � � � � � > ALHAM'BRA FOUNDRY A -2012 CAST ZION
JIL CONTRACTOR TO WAlOVE/IREPLACE/1RELOCA TE ANY LAMOSEAPIN AARD'SCAPING WFH1f H GRADE OF STREET INTERVAL NUMBER OF P '
q ,� GRA TiE AND FRAME FOR TRAFFIC AREA.
CONFLICTS IN ANY WAY WITH THE INSTALLATION OR PROPER FUNCTIONING OF THE LESS THAN 20X AS REQUIRED BAGS HIGH
PROPOSED IMPROVEMENTS 2%- 4% 100 FEET 1
10. THE CONTRACTOR SHAT BE RE3T"ONSTE9LE FOR VERIFYING THE OUAN7777ES SHOW HEREON AND BALANCING 4%- 6% 50 FEET 1 NO 2 PARKWAY GRA �
l
i
THE EARTHWORM( OVSTIE: IF DISCREPANCIES ARISE, THE ENGINEER OF WORK SHALL PROVIDE AREAS OF WT. 1151 NO. 2424 STEEL PARKWAY
- - - - - -
6X - 10X' 50 FEET 2 - - - - -
ADJUSTMENT TO 7FE CONTRACTOR. WHERE TRENCHES ARE WHIN EASEMENTS, STREETSy OR 10' OF ANY OVER 10X; 25 FEET 2 MAX. BAR SPACING =1/2'
OR TRAFFIC COVER 6NM NUAEM ARE AS MFD. BY
BUILDING, SOES REPORT SHALL BE SUBMITTED TO THE ENGINEER OF WORK BY A QUALIFIED SO ENGINEER Z PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT THEE
W #CH INDICATES THAT ALL TRENCH BACKFTLL SMALL BE COMPACTED PER RECOMMENDATIONS IN THE INTERVALS NMDVCATED BELOW UMLE55 CHANNELS ARE LINED WITH TEMPORARY
� :�. W W 1 1S; T T 1 80 j
5 r •• r'`
CE07EC.HNICAL REPORT FOR THE PROJECT. PRbDUC A IA TED OOr�RETE '
MATERIALS SUCH AS PLASTIC ING:
C SHEE '
11. THE CONTRACTOR SHALL OF TD INSURE THAT ALL SLOPES ARE BUILT IN ACCORDANCE �O � � DCIEVSTONS
NTH THESE PLANS MF "MERE IS ANY QUESTION REGARDING THESE PLANS OR FIELD GRADE OF CHANNEL INTERVAL
4 OR 18'
STAKES~ THE CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOTING ANY WORK LESS THAN 3X 100 FEET �
BY CALLING THE EIVONEEP AT (619) 695-M44. 3X - 6% 50 FEET DEPTH V ' S
12 THE CONTRACTOR SHALL UNCOIER ALL U71UTIES THAT MAYBE JOINED GROSSED OR PARALLELED TO OVER 6% 25 FEET NO 2424 STEEL
(18�) MODEL NUMBER "A' SIZE WEi(�115
VERIFY BOTH HORIZONTAL AND VERTICAL LOCAnCW PRIOR 70 ANY CONSTRUCn01N. ANY CONFLICT OR 8 A GRAVEL BAG SIT BASIN OR TRAP 91ALL BE PROVIDED AT EVERY STORM
PARKWAY (IRATE 6' HIDE CONCRETE EX7EIVSONS = 22n S11v' '
DISCREPANCY SMALL BE BROUGHT TO THE EINOWER'S ATTENTION PRIOR TO CONSTRUCTION. OTHERINSE THE DRAIN INLET TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEM
• WT 48 APRON AROUND CATCH DO -1212 12 '12' 18' Bu►SE = 370 LBS
N0. 2424 TOP SEC TION (4' WALLS) PARKWAY GRA Ir - 25 LBS
CONTRACTOR ACCEPTS FUEL QTY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS MAX. BAR SPACING--1120 BASIN- TIF0004 SS
AND TRAFFIC GRATE - 50 LBS E
9. A GUARD SHALL BE POSTED ON SITE WHENEVER THE DEPTH OF WATER IN ANY OR EXTENSION CONIC PER DETAILS
13 THE CONIRAC7L7R SHALL BE FOR LOCATING; MAINTAN a RELOCA AND OR UNFENCED FACIUTY EXCEEDS TWO (2) FEET. W/0 K. 0. ABOVE
O1NT APRON � EX1DVSy0NS = 40LBS/MN.
REIW�OVAL OF EV57ING UTILITI 187X18 18' BASE - 715 LBS
10. ALL REMOVABLE PROTECTION DEVICES SHOWN SMALL BE IN PLACE AT THE IN PAVED AREAS DB - 1818'
(5 WALLS) PARKWAY GRA TE _ 59 LBS
14. THE CONTRACTOR SMALL REPLACE ALL DES1R010 OR DAMAGED SURFACE IMPROVEMENT NTH END OF EACH WORKING DAY NHEN THE 5 -DAY RAIN PROBABILITY FORECAST
TRAFFIC GRATE - 90 LOS
IAPROVEMENT EQUAL OR SUPERIOR EXCEEDS 40- PERCENT, AFTER EACH RAINSTORM EXCEEDING 114 INCA IN A 12- RT NO 2424 STEEL GRASS
-LIVED SCALE WHERE DOE7NSONS = SaBS./ .
HOUR PERIOD. SILT AND DEBRIS SMALL BE REMOVED FROM CHECK DAMS AND TRAFFIC ORATE 247024' 18' BASE -
870 LOS.
11 CONTRACTOR WILL MAKE MORA7ION EXCAVATIONS AND LOCATE EXISTING UNDERGROUND INDICATED ON PLAN DO -244 2
OESTL 11NG BASINS, AND BASINS SHALL BE PUMPED DRY: WT 961 (5' WALLS) PARKWAY GRATE _ 96 LBS
FACIU77ES SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO PLANS, F TRAFFIC GRATE - 180 LBS
REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF EXISTING FACILITIES 11. EFFECTIVE PLMI77NG SHALL BE INSTALLED, FULLY GERAWATED, AND SMALL 5
EFFECTIVELY COVER THE REQUIRED SLOPES & DISTURBED AREAS PRIOR TO FINAL 1 �A/AV
16. CONTRACTOR SHALL N07IFY THE SAN DIEGO GAS & ELECTRIC COMPANY PRIOR TO STARTING APPROVAL THE PLANTING MIX SHA BE APPROVED BY THE DIRECTOR OF PUBLIC
CATCH BA SI N (PRE--CAST- CONCRETE)
NORK NEAR COMPANY FACILITIES AND SHALL COORDINATE HIS WORK NTH WORKS PRIOR TO INSTALLATION.
COMPANY REPRESENTA TIVES NON-IRRIGATED HMRO-SEED MIX.• GERM NO. 2424 LONER SEC71ON 1 , NOT TO SCALE
17. CONTRACTOR SHALL M071FY THE PACIFIC 7ELEPHOW COMPANY PRIOR TO STARTING WORK BOTANICAL C OMMON P1RI RAE W/ K.O.
3' X 3' CONSTRUCTION JOINT
NEAR COMPANY FACILITIES AND 91ALL COORDINATE HIS WORK NTH COMPANY ATRIPOEX SEMIBACCATA CREEPING SALIBU91 7 90 82 TOP OR EXT HT. LBS AVAILABLE
RET'RESENTATIVES ESCHSOL27A CAUFORMICA CALIFORNIA POPPY 3 95 75 SECTION AC 45 5 X ,E 2
3'
18 BEFORE EXCAVAT,INC FOR 7HIS CONTRACT, VERIFY LOCA 71ON OF UNDERGROUND FACIUTIES GAZAIWA SpLENOENS GAZANIA 12 95 75 " ` *'2424
TS 6 303 NO a 4 �
LOBILARIA MART TI V1a.
NA ET ) EEV SHEET ALYSSUM 3 95 70 � " � � 2424 1I2 12 606 0 0 j�4 � 6'
C C 9 MIN .
THE CONTRACTOR SHAD TELEPHONE FOR: PLANTAGO INSE"RIS PLANTAGO 20 95 75 2424 T18 180 909 NO K.O. ( {ASS LII�jEp $WALE
(DETA�. 'B') 2
PACIFIC TELEAVW FACT U77ES (WO) 422 -4133 (DIG ALERT) 2424 T78 18 909 O 8 (14, KO
SAN DIEGO GAS 8 ELECTRIC COMPANY 235 -6323 TOTAL f / *2424 724 24 1030 IY (2) 8 X14 KO NOT TO SCALE
a t .
HYDRO -SEED REQUIREMENTS. MACH: 150011AC AG RONO -MULCH LOWER HT. LBS AVAILABLE
BINDER: 120# /AC AQRONO -TAC NO 2424 BOTMMM
3' 25j /AC FILTER PLUS #2424 L12 12' 606 -14 (2 8'X14' KO NAPES 3
5' )
• POLYMER: 5911AC TERRA -SORB GO 2424 L18 18 � 909 (2) 8'7�f14' KO „ i' CLR , �• � •:
.10 1.5 1.5 2424 L24 24 1030 (2) 147014 KO d• � �d0 �. -�� � � , � .
f 12. GRAVEL BAGS AND NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND a C •% 4 ` '
• ((IlUTATE RAPID CONSTRUCTION! O' �
24 BOTTOM HT. LBS AVAILABLE
TEMPORARY DEWCES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES 0 Z3
STOP1LED AT CONVENIENT LOCATIONS TO FAC
•'2424 B30 30 3975 (2 147114 KO �� •
6' BASE MA TIMES TERIAL 560 -C -3250 FCC NHEN RAIN IS EMINENT . A STAND -BY CREW SHALL BE MADE AVAILABLE AT ALL 6 -
) - '"
PER SOES REPORT
DURING THE RAINY SE ASON .
2424 836 36 4050 iY (2) 147f14 KO N 4•
! 'l 3ON DETAIL 1.1 ALL EROSION CONTROL PLANS MUST PROVIDE A 24 -HOUR TELEPHONE NUMBER R � 6'
3'0' 6'
04 PROPOSED CONCRETE BROW
AND THE NAME(S) OF THE PERSON(S) RESPOVS E FOR EMERGENCY WORK. A
NOT TO SCALE MLEPHOyE ANSWERING MACHINE OR ANSWERING SERVICE IS UNACCEPTABLE. DITCH PER D -7 TYPE 'B'
SIDEWALK UIVDERDRAIN
SEC77ON SMONN IS PRELIMMARY ONLY CONTRACTOR CONTACT LEE ROTSHECK TEL (949) 583 - 7158 - FLOWLINE VAPOR BARRIER FROM
TOP OF NOT TO SCALE
SAC COOR
T g M7lON DURING �� DETERMINE . DEVICES RMINE 6 SH dV PLANS SHALL NO BE MODIFIED ED OR REMOV OIMV
SEE PLAN 8x8xl6 GMU GROUT
1 BLOCK WALL TO BOTTOM OF FOOTING
WITHOUT THE APPROVAL OF THE INSPECTOR
OWNER SHAM RETAIN A SEES ENGINEER 10 PERFORM THE 11 THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES 36 w• •
� 275' ALL CELLS SOUR t
REQUIRED SOIL TESTING DURING CONSTRUCHON AC77N7IES TO ND%WG ORDER TO THE SATISFACTION OF THE DIREC70R OF PUBLIC WORKS
AND AS- GRADED REPORTS. GRAVEL BACICFlLL 25' M AX - MAX.
_y
OR AV. PECTOR AFTER EACH RUN -OFF PRODUCING RAINFALL OR OTHER 24 X 24 BROOKS BOX DETAIL °
SOURCE OF WATER CAUSING EROSION M THE SITE. 05 VERT AT 24' OC SET 2
2 16. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL NOT TO SCALE I FROM FACE OF BLOCK
CO
�
v ��C MNEASURES AS MAY BE REQUIRED BY THE DIRECTOR OF PUBLIC WORKS
N
N 60 f n c r r 5 a� w _ BY r Yom, DUE TO UNCOMPLETED GRADING O'ERA 77ONS OR (UNFORESEEN 2. 4 CONT AT 24'
Z O f h i L OR E 6? uU uR l_F_ CIRCUMSTANCES WHICH MAY ARISE. LINE OF S AL AND t • r - a
17. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY ^ REC(1MPACTION SOILS ....._._..
VARIES PRECAU71ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE ENGINEER RE ' 940
PROPOSED 40POUNDED WATERS CREA TE A HAZARDOUS CONDITION OF W Y T I - je wt 1.0x WALKWAY 18 CONTRACTOR
TO PROTECT ALL DUSTING HARDSCAPE ANO LANDSCAPED 20 R T 16' OC SET �/N CONT AT 24' OC
PER RSD G -7 °� 2 FR FACE OF BLOCK
AREAS AND REPLACE IN KING ANY REMOVED OR DAMAGED AREAS PER THE
Q,• LANDSCAPE ARCHITECT, OiMVER, ENGINEER OF WORK, OR THE COUNTY INSPECTOR. p
na, 8x1 x16 CMU GROUT � VAPOR BARRIfER FROM � OF
<� 19 TEMPORARY EROSION CONTROL PLANTING SHALL BE INSTALLED IN ACCORDANCE 8' MIN.' 2' CLR I I CELLS SOLID BLOCK
WALL �6 BOTTOM OF FOOTING
g
F.G. LINE NTH THE %UEE T O EROSION CONTROL IN SAN DIEGO COUNTY 0 PERMANENT
2 i� VER
°> r, LANDSCAPE AND IRRIGATION MAY BE INSTALLED IN LIEU OF TEMPORARY PLANTING: �' ° - SAND BASE� b,
-
FROM FAGS O" BLOCK .
• &&16 CONCRETE BLOCK H
RUSHED j
f ;'f ` _ - 4 . ad PERF. DRAIN PIPE GROUT ALL CELLS SOLID
3/4 C y
rC�. \tea \\ `...... _., . _.___.. EX/SJTNG pR0UN0 ROpC 0 2' GYP. y
en
PUBLIC RIGHT-OF-WAY b
" TO DAYUGIHT
�, \i \\ \�, ' . • * COARSE GRAVEL BAGICFILL
NOT TO SCALE /�, /.�, � „ . 2 :14 TOP AND BOTTOM 3 - a M �
FANISTI ALL G CLEAR In ALL FOOTING STEEL 3 , T .. F. G. LINE �� y r i a
T W AVELBAGS U
EXPOSED SV RFACE 1 ETrIBED FIRS RO OF GR
HALF DEPTH 14VIN. o N , 4 CONT CENTERED IN KEY ;� ; p
PLO <� 2 BAGS HIGH , ;' ulEAR TO ALL FOOTING STEEL
CUR9 a GUTTER P� 0 - ►�
, I LOW POINT 4 PEW.. DRAIN PAGE � �o
�' • o00o OPENING AT INLET �� 'S in TO DAYLIGHT 000
OF FLOW: , �, 75'
PROVIDE APPROPMA 7RAN51770V 2.25 1.0 , ,
.5'
g LDP AND BOTTCIRM
• v ' BETWEEN STABILIZED CONSTRUCTION 3 CLEAR T O ALL FOOTING S7M 0�
F1N/9N ALL �� EMBED FIRST ROW OF GRAVELBAGS ENTRANCE AND PUBLIC RIGHT -OF-WAY 4.0' .5' •�
\/
GRASS LD SW LE EXPOSED SURFACE HALF BAGS HIGH BAG EMBEDDING DETAIL STABL2M CONSTRUCTM ENTRANCE
�o' E
TYPICAL INLET DETAIL SECTION 'A -A'
NOT TO SCALE
C VEW G9AVELBAG DETAILS NOT TO SCALE S EC TION 9
V OPENING AV CURB (TyP) NOT TO SCALE
NOT TO SCALE i
NOT TO SCALE
DRAIW BY BY
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT LD GLR LD APPROVALS C.f
OF AS ENGINEERING DEPARTM DRAWNG NO.
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& DETAILS FOR:
WELL MONUMENT - -0 z-
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HORIZONTAL 1' =20' DATE: li Cj.TJRB 7394--G
7 OZ R.CE NO.. 50940 BY: BY:
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SC LE 1 10 .
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FLOWING OVER THE CREST OF SLOPES. Oh _
10 0 10 30 TEMPORARY GRAVEL BAG w
GRAPHIC SCALE CHECK DAM
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REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESIGNED BY. LD DRA wN BY.• GAR CHECKED BY LD APPROVALS
CrT Y OF ENCW E NGINEERING DEPARTMENT DRA WING NO.
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EROSION CONTROL PLANS FOR:
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Y: BY: ri R.C.E. NO. 50940 B
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