HomeMy WebLinkAboutTract Map 9833-2 Lot 31 Precise Grading AdditionENGINEER'S NOTICE TO CONTRACT O
CIVIL ENGINEER:
1. SAFETY:
ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON/OR
LAMDA ENGINEERING AND DEVELOPMENT
RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES
GRADING NE
ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL
01
CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE OCCUPATIONAL
1. All grading, erosion & sediment control related activities shall conform to the Title 18 of the Temecula
SAFETY AND THE HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR, AND
Municipal Code, and if applicable, the State Water Resources Control Board (SWRCB) NPDES General
WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS
Permit for construction activities.
CONSTRUCTION SAFETY ORDERS.
BENCH MARK:
2. SITE CONDITIONS:
All gradin�gg5�shall be done in conformance with recommendations of theT reliminary soils investigation
2. Earth rata Inc. 09632-10A Dated. 101�00 --
by.-
CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
- --- - --- - -- - __-.
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING
SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY
3. Maximum cut and fill slopes shall be 2:1 and shall comply with recommendations of the soils report
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT
THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE
4. Stability calculations with a factor -of -safety of at least one and five tenths (1.50) shall be submitted to the
ENGINEER HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH
Land Development Inspector by a registered Civil Engineer, soils engineer or geologist for cut and fill
THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING
Slopes over thirty feet (30') in vertical height.
FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
elevation 1140.89
WM
5. Provide, as applicable ,concrete brow ditches to convey 100 --year storm flows or provide graded berms
3. UNDERGROUND UTILITIES:
along the top of all graded slopes over three feet (3') in vertical height or that are adjacent to graded areas
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES, PIPES, AND OR
to direct surface runoff away from the top of slopes.
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE
FIRE HYDRANT
RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING EXCEPT AS
6• All property corners shall be clearly delineated in the field prior to a pre --construction meeting and
SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE TRUE VERTICAL
commencement of any construction grading activity.
AND HORIZONTAL LOCATION AND SIZE OF ANY UNDERGROUND UTILITIES OF THOSE TO
RIDGE
BE USED, AND SHALL BE RESPONSIBLE FOR DAMAGE TO ANY PUBLIC OR PRIVATE
7• Existing drainage courses shall continue to function at all times. No obstruction of flood plains or natural
UTILITIES, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL ALSO CONTACT
UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION OR CONSTRUCTION
water courses shall be permitted.
AT 1 (800) 422-4133 FOR IDENTIFICATION OF UNDERGROUND FACILITIES.
8• Temporary drainage shall be provided until permanent drainage structures are installed. Protective
4. VERIFY JOIN LOCATION:
measures shall beimplemented to protect adjoining and down stream properties from silt deposition and
PRIOR TO STARTING CONSTRUCTION OF THIS PROJECT, THE CONTRACTOR SHALL
ponding water during grading operations.
UNCOVER ALL EXISTING UTILITY LINES AFFECTING THIS WORK AND VERIFY ALL JOIN
LOCATIONS BOTH VERTICAL AND HORIZONTAL. THE CONTRACTOR SHALL BE
g. Fill material shall not be placed on existing ground until the ground has been cleared of weeds, debris, topsoil
RESPONSIBLE TO REPORT ANY DISCREPANCIES IN PLANS AND OR FIELD CONDITIONS
and other deleterious material. If slope ratio exceeds 5:1 and is greater than five feet (5'), the terrain must be
IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION,
keyed and benched into either bedrock or native soil with eighty five percent (857) water saturation.
AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED.
10. All grading shall be done under the supervision of a registered civil engineer, soils engineer, or geologist
5. UNAUTHORIZED CHANGES:
who shall submit to the Land Development Inspector two (2) sets of written certification that all fills over
THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE
one foot (1') in depth have been properly placed.
FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE
PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE
11. The contractor shall notify the Land development Inspection Division (951-308-6395) at least 48 hours in
PLANS. IF CONTRACTOR DEVIATES FROM THIS PLAN PRIOR TO CONTACTING AND
RECEIVING APPROVAL IN WRITING FROM DESIGN ENGINEER THE CONTRACTOR SHALL
advance requesting rough lot grade and drainage inspection. This inspection must be approved prior to
BE LIABLE AND RESPONSIBLE FOR ALL DAMAGES AND CORRECTIONAL COSTS.
building permit clearance for each lot.
6. SCALED DRAWINGS:
12. Prior to release of a building permit, a registered civil engineer or licensedland surveyor shall submit to
PRINTED DIMENSIONS HAVE PRECEDENCE OVER SCALED DRAWINGS AND LARGE SCALE
N.T.S. MEANS
the Land Development Inspector two •(2) sets of written final pad elevation certification to• include a
statement that the paid elevation is in conformance with the approved grading plan. Certification shall be
DETAILS OVER SMALL SCALE DETAILS. DRAWINGS OR SECTIONS.
DRAWING NOT TO SCALE.
to line, grade, elevation and location of cut/fill slopes.
7. METHOD OF CONSTRUCTION AND SUPERVISION:
13. Prior to release of a building permit, a registered soils/geotechnical engineer shall submit to the Land
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE,
Development Inspector two (2) sets of written final pad compaction certification to include a statement
UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION,
That the grading has been done in conformance with the recommendation of the preliminary soils report.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES,
14. Postg radin activities shall include, but not be limited to, installing where applicable, groundcover, trees,
SEQUENCES AND PROCEDURES, OBSERVATION VISITS TO THE SITE BY FIELD
shrubs, ora combination thereof in accordance with the Temecula Municipal Code prior to the approval of
REPRESENTATIVES OF THE DESIGNER AND OR HIS ENGINEER SHALL NOT INCLUDE
final inspection. Slopes over four (4) feet in vertical height shall have permanent irrigation systems with
INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES
REQUIRED FOR SAME, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
backflow prevention devices per U.P.C.
ANY SUPPORT SERVICES PERFORMED BY THE DESIGNER AND OR HIS ENGINEER DURING
CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINOUOS AND DETAILED
INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS, THESE SUPPORT SERVICESOIL'S
ENGINEER CERTIFICATE.
PERFORMED BY THE DESIGNER AND OR HIS ENGINEER, WHETHER OF MATERIAL, AND
WHETHER PERFORMED PRIOR TO, DURING, OR AFTER COMPLETION OF CONSTRUCTION
PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN
ARE PE
I _ A.; '•A REGISTERED CIVIL ENGINEER OF THE STATE OF
- ,.,
ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS
6ALIFORNIY P INCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL
AND SPECIFICATIONS, BUT THEY DO NOT GUARANTEE CONTRACTOR PERFORMANCE
MECHANIC HEREBY VERIFY THAT A SAMPLING AND STUDY OF THE SOIL
AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION.
CONDITIONS PREVALU4T TU114 niis SITE MADE BY ME OR UNDER
IN SO FAR AS THE ENCROACHMENT OF ADJACENT APPURTENANT STRUCTURES IS
,vtWAS
MY DIRECTION ON Kms, -n X4.4 _, ONE COMPLETE COPY OF THE
GEOTECHNICAL ENGINEERING I VESTIGATI N COMPILED FROM THIS STUDY,
CONCERNED, THEIR LOCATIONS ARE APPROXIMATE AND FOR REVIEW ONLY. THEY ARE
NOT SEEN AS CONSTRAINTS TO DEVELOPMENT OF THIS PROJECT EXCEPT FROM A
WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE
STAND POINT OF CONVENIENCE. THE FINAL DETERMINATION SHALL BE MADE BY THE
CITY ENGINEER.
PROJECT OWNER.
Tuck r+oAninin_ 01 AKIC unvc accni acvimcn Av ur nR I imngrR my
8. UTILITY COMPANIES: �...�......,,., ...... ........,..... ... ....� ....-........_. --- ... _. -- ---- •-- -- - - - --
ELECTRIC: Southern California Edison GEOT yNICAL �FNGINEERING INVESTIGATION MENTIONED ABOVE.
GAS: The Gas Company
• h California Water District I
WATER. Ranco � � ;
SEINER: N/A S GNE
TELEPHONE: Vernon California t Zf19EXPIRATION DATE
CONTACT UNDERGROUND SERVICE ALERT 48 HOURS PRIOR TO EXCAVATION 0R R.C.E No.
CONSTRUCTION AT 1 (800) 422--4133 FOR IDENTIFICATION OF UNDERGROUND
FACILITIES.
CONTRACTOR TO VERIFY THE ACTUAL HORIZONTAL AND VERTICAL LOCATION DATE
OF ALL UTILITIES SHOWN ON THIS PLANS, SUCH AS WATER, SEINER, ELECTRIC, TEL ETC.
9. SURVEY NOTES:
ALL SURVEY INFORMATION SHOWN ON THIS PLANS IS OF RECORD
BASIS OF TOPOGRAPHY WAS Topographic survey by Lamdadev.com 07/27/09 ERO�JQN T NQT QUANTIIIIIES
AND REFLECTS THE CONDITIONS OF THE SITE THE DATE OF THE SURVEY
NO ATEMPT WAS DONE TO RETRACE BOUNDARY, ALL SUCH INFORMATION IS OF RECORD.
THIS IS NOT A BOUNDARY SURVEY. 20 INSTALL GRAVEL BAGS 3 HIGH PER DET. 20 1000 EA
10. SOIL ENGINEERING NOTE:
ALL RECOMME�yq N ON THE SOIL REPORT PREPARED BY Ea th Strata Inc.-a„�_,.r 21 CONSTRUCT SILT FENCE PER DET. 21 520 LF
REPORT N0.
0�6 OA DATE: 009 ARE MADE PART OF THESE PLANS
/ 11
CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE SOIL'S REPORT.
11. EARTHWORK QUANTITIES: 22 STABILIZED ENTRY PER SECTION DET. 22 1 EA
CUT 900 CY
FILL 900 CY
IMPORT 0 CY 23 HYDROSEEDING/ HYDROMULCH 2500 SF
EXPORT 0 CY
OVEREXCAVATION 600 CY
AREA OF DEVELOPMENT 0.80 ACRES 24 INSTALL CATCH BASING FILTER PER DETAIL 6 EA
NOTE:
EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND DO NOT INCLUDE SHRINKAGE OR
F'A
LOT 32 TIVI 9833- 1 2
- --------------- - - -- -----------i
N10
0,.
se arat permit
115 7FF% . �'. �•" •� •-.,.:
/ 0 ` •': `
11 •401 AD �r
A
•i (, a
• k• 6
P of House V
._._-.•.••••^'fir ".• t•• . •a•.• '' <� .�� !
/2 bath F 53.0
NO Goingfacili
' :v r P s
V,._
• a. `�O � 1 • r • , ,
14 .21 �r + ` 0�'`�' �� / /1,� Nom; r•:
Q� � tier e • • � �-• ��
oN A
Ise
op
► �� 10 00 0 Ash/ - � .
40 Ar
12' 1 , It
14 4
/ • .._...•-'ter �r� " a. .. t •��•A• ,y �e. �. �..` �
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46
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1
+ 53:( _ - .rJ'�••4 •� •_
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52
I•a y ! •y �. ,iTA rl rig i:4 n CA,`
rt_ ' �- " . ` + Jr'a`: " +'. •�i ` r�'s s�. +-? x.
SUBSIDENCE. THEY ARE ESSENTIALLY FOR PERMIT PURPOSES ONLY AND Nor
INTENDED FOR BIDDING. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO
ASCERTAIN THE EXACT QUANTITIES FOR ALL CONTRACTUAL ARRANGEMENTS AND THE 6-6,10x10 WIRE MESH
BASIS FOR PAYMENT.
NOTE: AT CENTER OF CONCRETE
IF ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS
ARE FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY SEE ARCHITECT'S HARDSCAPE PLAN
THE ENGINEER TO CONSULT AND RESOLVE, IT IS THE CONTRACTOR'S RESPONSIBILITY FOR SLAB COVER IF APPLICABLE
TO NOTIFY ENGINEER
CONSTRUCTION NOTES QU ANTITIES 3 "PCC FOR SIDEWALKS
-�:�^.;:..:.��.. 4 PCC FOR DRIVE AREAS
�000 0 0 0 0 3" SAND OR BASE MATERIAL
1 CONSTRUCT PCC SLAB PER DET. 1 15577 SF _
- - - = COMPACTED
INSTALL PLASTIC AREA DRAIN 12 EA 4 0 � � � NATURAL GROUNG
O PER DETAIL 2 SHOWN
10 -MIL POLYETHYLENE VAPOR
O%-) INSTALL CONCRETE CATCH BASIN 6 EA BARRIER, T & B OF SAND.
PER DETAIL 3 SHOWN
OINSTALL (1) 6" PVC STORM DRAIN 375 LF PCC SLAB DETAIL 1
S=2%MIN N.T.S.
4b INSTALL (1) 12" PVC STORM DRAIN 187 LF
S=1%MIN
O4c INSTALL (1) 18" PVC STORM DRAIN 25 LF
S=1%MIN 3-0�� SQ_
FOUNDARY
OCONSTRUCT 3' PCC "V" GUTTER PER DET. 5 115 LF N0. A2012 NON -TRAFFIC TOP OF GRATE PER PLAN
5 GRATE &FRAME (1619X16's)
CONSTRUCT 40# RIP RAP OR EQUAL FINISHED SURFACE
O 9X6 MIN. PAD, PER DET. 6our 0
crf, 2 CY
CONSTRUCT CMU RETAINING WALL °°F?po 0 0 0 � � �' 0 4r �0��IT �I
O 2200 SF I
PER DETAILS SHOWN SHEET 5, UNDER SEPARATE PERMIT I .�-�� i i.n ��01 no �
.�{�_I�,�I I,T, '. '%• ,_
III 16
CONSTRUCT CONCRETE SLAB PER TENNIS COURT DESIGN 7000 SF #3 @6° OC BOTH WAY
BY OTHERS, SEPARATE PERMIT TYP, 3' CLR. `
8 INVERT PER PLAN
� '
O9 CONSTRUCT CONCRETEDRIVEWAY APPROACH 160 SF PIPE UPTREAM IF OCCURS---,---,... r•
PER CIN STD 207, OBTAIN ENCROACHMENT PERMIT SLOPE AND DIRECTION
OUTLET PIPE PER PLAN �4 . !
DIG ERT.�
---------- 6-
SLOPE AND DIRECTION
DIAL TWO WORKING gross=net acreage= 2.34 acres 6 OUTLET PIPE PER PLAN
BEFORE DAYS BEFORE _PCC CATCH BASIN DEO"10"AIL O
YOU DIG YOU DIG Disturbed acreage -0.80 acres
CALL TOLL FREE 1-800-227-2600 NTS
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
CONSTRUCTION RECORD DATE BY REVISIONS ACC'D IDATE BENCH MARK q C.ALF.
Contractor
Inspector
Date Completed
See project information above
Horizontal
1 "=20'
Vertical
X 00
r
• /`� ..
LJ
• 121:0 ow
i „~�.� • :.
+ ,' •
..- .. Zc
S.•„ate^' ' � � �� s •
'� •`
.1
• I
STA o+00
CL Into Pescado Dr
at Jedadiah Smith Rd
C.L. DRAIN
PLASTIC 12"SQR GRATE
AS APROVED BY BLD. OFFICIAL
i{ itt
TOG PER PLAN
FG
7
0 6 "PVC SCH 40
PER PLAN
�J ------NDS SPEED D BASIN
DOUBLE OR SINGLE
OUTLET PER PLAN
YARD DRAIN DE7AIL 2
N.T.S.
EXIST. OR
1
ENGINEERED GRADE 8- 8
SEAL:
ECT A. LARA
t� 049312
* E 0 -30-10
I
F.L. PER PLAN
�•�-��.k_` �_,...........................................
��„�r,� _..,truer ~�
LEVEL
:-.- ::::::.. ... . ...
6 A ... .:::-
4 .
....4•
.:.:.
6--6 1 oX 1 o W.W.MESH
C CENTER
3" AB OVER COMPACTED
N.T.S. NATURAL GROUND
RCC DOWN DRAIN DETAIL 5
Designed By
i ' Hector
R.C.E. No. .
Drawn By
SEE GRADING DETAIL SHT.2
i
LOT 30 TM 9833-2 IV
�' of
K EY MAP
V ti.x
•1 J`40
\ pfts
m
\3,'0 , PROJECT INFORMATION
TM 9833
'DING DETAfL-
>./
001/
moi'
6./60 � �P� /.
i
i,
0000
Z/x Z
XXX it
Estimated cq{Sacity of existing culverts =76.96 cfs
Calculate�.o ributary flow= 65.48cfs
EX.GRAD
RIP -RAP ---`_
(DO NOT FILL WITH SLURRY)
PLASTIC FABRIC -
CLASS 2 BASE-----W--
Checked
ASE--�
Checked By
Plan Prepared Under Supervision Of
10 Date
12/27/2009
La. •E•
C 049312 9/30/2010
Expires
elev=l 140.89
BIVI cl int
SECTION
RIP -RAP DETAIL O
N.T.S.
REVIWED BY: JOHN POURKAZEMI
RECOMMENDED BY: DATE:
ACCEPTED BY: DATE: !
DANIEL A. YO K, CITY ENGINEER
R.C.E. No 43212 Expires: 03---31-2010
24"MIN
"MIN
OWNER AND DEVELOPER:
CIVIL ENGINEER:
Mr. Jack Druet
LAMDA ENGINEERING AND DEVELOPMENT
TPMC Services, LLC
33173 Temecula Parkway A--505
Att: Mr. Brinks Graval
TEMECULA, CA 92592
45525 Caminito Avila
(951) 676--7688; FAX (951) 676-5150
TEMECULA, CA 92592
FINISH FLOOR
(951) 326--6473
EXISTING GRADE (SURVEYED)
SOILS ENGINEER
BENCH MARK:
Earth Strata
USCGS BRASS DISK @ THE top bridge
26047 Jefferson Ave. Suite "C"
railling 13' S.E. of the N.W. end of
Murrieta, Ca. 92562
concrete bridge on Pala Road 800 +/-
(951) 461--4028
southerly of the intersection of Hwy. 79
0/S
F.B. 69/2 Elevation= 1011.70
TBM
TBM= cl int of Pescado & Jedediah Smit
TC
elevation 1140.89
APN: 945-030-009
LEGAL DESCRIPTION:
Lot 31 of Tract # 9833-2
MB 101/89
SHEET INDEX
SHEET 1 TITLE SHEET/ NOTES
SHEET 2 PRECISE GRADING PLAN
SHEET 3 PRECISE GRADING PLAN
SHEET 4 EROSION &SEDIMENT CONTROL PLAN
LEGEND
R/W
RIGHT OF WAY
A.C.
ASPHALT CONCRETE
BW
BACK OF WALK
CL
CENTERLINE
EG
EXISTING GRADE
F.F.
FINISH FLOOR
(XX.XX)
EXISTING GRADE (SURVEYED)
ELEV
PROPOSED GRADE
FL -
FLOW LINE
FND
FOUND ..
FS
FINISH SURFACE (OR GRADE)
LS
LICENSED SURVEYOR
0/S
OFFSET
TBM
TEMPORARY BENCHMARK
TC
TOP OF CURB
WM
WATER METER
WV
WATER VALVE
SL
STREET LIGHT
FH
FIRE HYDRANT
PP
POWER POLE
HP
HIGH POINT
R
RIDGE
TOG
TOP OF GRATE
SHRUBS
12-24" DIAMETER TREE
O
SEWER MANHOLE
DAY LIGHT, LIMITS OF GRADING,
V- Z.,
EXIST CMU WALL
GRAVEL BAGS FOR EROSION CONTRO
PLANS PREPARED BY
LAMDA ENGINEERING & DEVELOPMENT
I I - 10
1
33175 Temecula Parkway, Suite A-505 (951) 676-7688
TEMECULA, CA 92592 FAX (951) 676-5150
E-mail: lamdadev@yahoo-com
CITY OF TEMECULA
APN: 945-030--009
LD 09-042 GR
--- -1 -----
Drawing No.
DEPARTMENT OF PUBLIC WORKS
PRESICE GRADING PLAN
TENNIS COURT, SWIMING POOL AND ADDITION
DRUET RESIDENCE
Lot 31 TR 9833-2
31280 Pescado Drive, Temecula CA. 92592
0709C614
Sheet 1 of�4
24"
I...
-I Part # GISB-24-24-24
TOP VIEW
FLOW SCHEMATIC
'I'UM 1JUUM
SKIMMER
Flow Specifications
Description
Percent
Total
Square
Flo w
of filter
Open
Square
Inches
Rate
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
CONSTRUCTION
Inches
of Total
(Cubic
opening
Va,od on
SG'>Ml'i
per Unit
Unobstructed
Feet per
Dihmst°n"
openings
Second
Skimmer
protected
10070
162.3
162.3
6.7 cfs
By -Pass
Coarse Screen
122
,314'* x 1-314"
END VIEW
stainless steel
62X
143.5
89.0
4.3cfs
flattened expanded
CONCRETE STRUCTUR
Medlum Screen
1 ox 1 o mesh
5691
143.5
80.4
4.3cfs
stalnless steel
Fine screen
14 x 18 mesh
680
156.1
106.1
6.3cfs
stainless steel
THROAT FLOW RATE
TREATED FLOW RATE
Total: 4.4 cfs
Total: 14.9cfs
FLOW RATES BASED ON UNOBSTRUCTED OPENINGS
G RAT
THROAT
TURBULENCE
DEFLECTOR
SKIMMER PROTECTED
BYPASS
COARSE SCREEN
MEDIUM SCREEN
FINE SCREEN
SIDE VIEW
BOX MANUFACTURED FROM REMOVE GRATE
MARINE GRADE FIBERGLASS &GEL INSERT GISB
COATED FOR UV PROTECTION REINSTALL GRATE
5 YEAR MANUFACTURERS WARRANTY EXCLUSIVE CALIFORNIA DISTRIBUTOR:
PATENTED BIO CLFIAN ENVIRONMENTAL SERVICE
P.O. SOX 869, 0CEA1V,91DE, CA. 92048
TEL. 760-433-7@40 FAX:7@0-433-3176
ALL FILTER SCREENS ARE STAINLESS STE Email: irstoOPbloolaanenvironmosatal.raet
SIZ.TNTRFJE TECHNO2.OGIES► "1O�"'`
798 CLEARLAKE RD. SUITE #,2
SUNIR££ Ql4WlY PRiDDUC15 ARE BUILT FOR EASY C[fW/NC AND ARE COCOA FL. 3292a
DESIGNED TO BE PERAOW£N7 /Ni7L1S1RUClURE AND SHOULD TEL. 321-0937-7662 FAX 321 -837-7604
[AST FOR DEGDES. CRATE INLET SKIMMER BOX
C3I38-24-e34-24 M4TM
DATE:00/00/00 SCALE:SF 15 "rim
DRAFTER: N.R. .VNIT3 "TM
24 CATCH BASIN FILTER DETAIL
NOT TO SCALE
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3,Rhe. ot_. cli: :fa, Xl tlge of tock -le dile 0) a:i: (4 -wore:+ 4'wil, the site t lu�f l��* �:>�'��:� -+tact r the Sue
Cv,ue It ('t)�} uuc:#.Ti� . l*}�t. tit, t r�:r E l �c�1 rr .l+iraZ. a ic.:ti i,� r'13t.) C+�krtt '41111.1 tie �.rovi 'eJ to 1lu�.!(�ji.� �7tkskr tt�
tl cluziti�,i.}f' ilt.li't.'.1.11�'f'l- .ttz;lf l� rtf.11ly ktiltll t.c► ("it t;i�l �tt�tv t(yltt?r �t,t! tt�ct(3Y t? 111t
rile CtA34114,0 's ilulily. cf)).14pntlt can be. sl(iwt#.loade f�
� �r:. �r* r ?r � :�: • : t 1� rttr N 4 i t3 ar*�;r :s1' rc�tt r trr� � .1b : �MOVP tavOw:e Can 'be. (10wial<x0cil sit
tit �� ��. s: �� ��`#.� �`..�:t;:�� ����,',•E;+: �..[ �f7:�#t.t )�� � i.t'�t.l.�t�l.� .
= . � s i kt. �f ## f`{ • ��6;. tail �+k �11nef1j: i«i?t1:# tit #:Iiaf�tfj- # lea! :�i +I:�G �+.cl ;�# + ft 1'+ i. '+ itrl1� t.11#`i`kt� lkt��#F: i �e 's,w )
31tu#) ifia# i#ii i#:3]t llt'S3:t3.-oo vV-11b n. iewm 0 itAy� l��i�� t,v� <rrx'� r(ANt �A-stell flail. 1,11e. (leve (.'��.r. Coll t<wtcar` �E1�111: i:i)atl(iw
iwal[Ikle wqujpf tnl tad, w4kcri fig ellie(]pncy W"'O to tv text thiv Site,
ti.t#.Wt r r><. :ti,; t txiti: t i� isln #:lf t l :tiyir ftp: i#k 1�l>~�rt r ; �8>s,'tiviti#.°S, t'1. rxti lttill 1 jilt
:tit;�ct tt:x; l ib3 Ifi.: Wilt 1t.
Witudfi-itcly g tided. sir di--umb. �. A of 4rwicyn wid sed-itrtoit controls shall o 1trj0nnented In 4e dua
It v 1'}c :li c:l sjr fl. 1111 .00-mli-ed a rens of 'Al) it xt,ote site, M•�cr li�x� li, -'W lickk (i:' f� of ilii �i��tla,$� ��t�tft-0il,
it7t&tc..
61 All'erosivu k t l s,icc>zit C:c?fitid . l ill be re-(im4 ill iretj o11KAlificil ye-ar•s')OIl # f9xr i�f;lx�?uf 1110 tc
1} ot? O4f: 1 � ###: t 1' � t%; }fit. � ` tfi ?3i 'x r1t'[ 2 it '#tL4 :�� l' ' iv ��t'�<��,: +13G�t� �111 I'�ivat�! i��j }�1��1F�: ��+:tib#X vti��t�#'
eonveyPrulve systv"Ills, It 15111y t:tt:':su-'a sy s cllf, ,jt c:.+lbfr(&S' 11 -Ail clx#, E; my rain ewellt, twW- elfwiw'l olles, will be
'#1j.trial ®ill• E l cl . bot -ie. I (it. litttit: '(1 W. � 1 iFt� .1itd.em't��til�lt xt. v+��j�stt�ii��� �`c���x, NVO(4 i:iku:l�:h, sf lWd
of r tr { t l.: .1"� t.a �i #r r * c arp #t- F. c;t:lt }r , r c}c.ti t'k ( r1itt.�rftr,�tt til-tt1 0, �c.�l � �� .l�.tt� �it��i�, � �,�3��-iia.
1 i f f f,
).
r +.r }1. t 4 1. cliai r cl � ,tl tic *t u�r > tl + xcl l }� t Ar 'it l:t t� yc�r. Jvte n�t'(41 :.xll (., t%4' us
'St;„ztl•--Mule, k rfr3101 01110.41. For f1:�1_-w sVrtaiia th"a it. i., 1)gra>.wWw C'iber ,rc�ll.� a�fil ie -A er- a� xIlled Fkier txratr' x l�rvollic:i
y
of � -.f
<l , 16 �� .r ... �} thla. t�, t- aat�hi.lr 4,.#i til�t:,r ;rizatri�t .zt�ctu,.t. ai.. ,1ie1 to t t. -M! of P) 01y
qp roye differult tipplicn.ticn rima for slopc•s less thiul 4, 1.
4. �4i11001t 1kXA.1W_,'4-s krill #r ltac ol- lout ;it s tr.:ft. litj:ut cl. tty, -;I( <1 hen'. ft a r01s, tilt rc'ltc'�'t.
f.Ek7� cl c:vfi z :
(11.1ted, with 1AD-imul.:4
t, " •it'ftv:e.l. i )4l:t'A"k. tlatsza, � llilu,. w in_lk-4 c�tec:tas�n, C':(o.11'bi:r rolls, �Judl bo 61i 1("I!Ii cl L •f
J
lrt: l :.fi�3�t 1.:2 ". itti>t �tt� t € .�:Ft tt: <li. �ll�stt ; � a tl lr f tl ch 1 1 .lift. t Wj �l:��r.l.l lisf:Aled ale„a3 i,�tc lc r t.rc i
a tel ; to ila3 i1 i ii:lt s:r��t lit c, ,. tlt- l' fr . t; c'�i7Tt to itlsWik' the �Et3��� t1� ri:�I L-of%Va�z or 1wrx•Fk. of ctit-b-5,.
-... c•
,�i�lx�ll.��au,.� �ut�r, �u��llc�sw }u1 olfsit�i il0Av� fYrti- ditch�, �,��tv113�s
c ;� :ya#roe, ystvil's<hcxk w' vIn"yr•oilS, silt t : c3 f a.ti t1.jsl05 $ha f W. rMV Of Se-dfl- relltY COIMrX6041.
$tt'rtacl, ##tt��., iii► �:tl.ti��:#:�tif,rt.
ali,.l ilt.t'ttctl':Ff iYttitt�i #UXtI: ilttr+t s`{rl�t�la 1ty��.1` .cr:uttt
itis 7 1:4�t t #.: 1.<' �t tik e3ie.:iaL cc tc,.{f�,s
f .�}aivc^ ft li E i , -'fit f
DIG AL ERT
DIAL
TWO WORKING
BEFORE
DAYS BEFORE
YOU DIG
YOU DIG
CALL TOLL FREE
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
CONSTRUCTION
RECORD DATE BY REVISIONS
122
END VIEW
4
• A• + ,s _
CONCRETE STRUCTUR
SIDE VIEW
BOX MANUFACTURED FROM REMOVE GRATE
MARINE GRADE FIBERGLASS &GEL INSERT GISB
COATED FOR UV PROTECTION REINSTALL GRATE
5 YEAR MANUFACTURERS WARRANTY EXCLUSIVE CALIFORNIA DISTRIBUTOR:
PATENTED BIO CLFIAN ENVIRONMENTAL SERVICE
P.O. SOX 869, 0CEA1V,91DE, CA. 92048
TEL. 760-433-7@40 FAX:7@0-433-3176
ALL FILTER SCREENS ARE STAINLESS STE Email: irstoOPbloolaanenvironmosatal.raet
SIZ.TNTRFJE TECHNO2.OGIES► "1O�"'`
798 CLEARLAKE RD. SUITE #,2
SUNIR££ Ql4WlY PRiDDUC15 ARE BUILT FOR EASY C[fW/NC AND ARE COCOA FL. 3292a
DESIGNED TO BE PERAOW£N7 /Ni7L1S1RUClURE AND SHOULD TEL. 321-0937-7662 FAX 321 -837-7604
[AST FOR DEGDES. CRATE INLET SKIMMER BOX
C3I38-24-e34-24 M4TM
DATE:00/00/00 SCALE:SF 15 "rim
DRAFTER: N.R. .VNIT3 "TM
24 CATCH BASIN FILTER DETAIL
NOT TO SCALE
0N11N.. U N I'f.E,, .I4,,.J.f 0 .�N1E. Pr DRPA_ .T. IE, `I"
L,A N O D HIVE to0 PINI. Err D I I• IO
iJI ►7.i.J i�R
l> 1ttc: Yt►cn'-'' .11.1pnhellsi'v anij. sl}<;:)ld bel led :cord1j)-g to pc:►ltufto
"Vtntio,#. known lu .H .4 (M.:tPI's), 111.us't> he itwl;'Aletl 1 ikir to �any 1W41(I.
i Lkttw' Ad(tlf.Iviwi p Ivellf'i .f3 11113(}ti.t ej..d Im#k#1's:#.1s ow. t: be c110. ugl.Il.##uXI.If: e(I prkw ho w -'lit
throughclut-ttwh r.4 y sc.=1 n.} `l he: for is<r,:-'Polsible for krostmtwd- sclittlent.cc: otrob thro.ughoul
the durall-con. (1 he�?rr��ect fo ilf c:l;.}�uift�,.cllsltin.�, �tr�l.ir�s�, s��c: ��#it1r�� a�ftrl. �1��°k�ili,�� t .riviti�� * ut A wxpos-l"tl
'Jopo .(l 1,t4 •tl t tct fholo3hout tile. ntlr :fii.t : "the, iievel :t : also c jx'�4) ibla for ally d.iwil'ilty-s
Stow ewer: ,:#.z.notl• be,vriier to t:li%JA-'3r)g. 41.ml cm to !Alae (I Public, SV1AM A.'-1$er,
►sl ttr #:1i%if 3 �1►'>tt #t . r r. -�, 0reet*. llciw-bfte.i. inlet -5, <.m lc::r:s, etc.)Al.l: tiongxtii iti d til:SlWA ct �,r lt:tlfiti l
.�t:f-'fCti,l.ti1tt�i�tl3.k>r�3ty#` IiiilL'
3,Rhe. ot_. cli: :fa, Xl tlge of tock -le dile 0) a:i: (4 -wore:+ 4'wil, the site t lu�f l��* �:>�'��:� -+tact r the Sue
Cv,ue It ('t)�} uuc:#.Ti� . l*}�t. tit, t r�:r E l �c�1 rr .l+iraZ. a ic.:ti i,� r'13t.) C+�krtt '41111.1 tie �.rovi 'eJ to 1lu�.!(�ji.� �7tkskr tt�
tl cluziti�,i.}f' ilt.li't.'.1.11�'f'l- .ttz;lf l� rtf.11ly ktiltll t.c► ("it t;i�l �tt�tv t(yltt?r �t,t! tt�ct(3Y t? 111t
rile CtA34114,0 's ilulily. cf)).14pntlt can be. sl(iwt#.loade f�
� �r:. �r* r ?r � :�: • : t 1� rttr N 4 i t3 ar*�;r :s1' rc�tt r trr� � .1b : �MOVP tavOw:e Can 'be. (10wial<x0cil sit
tit �� ��. s: �� ��`#.� �`..�:t;:�� ����,',•E;+: �..[ �f7:�#t.t )�� � i.t'�t.l.�t�l.� .
= . � s i kt. �f ## f`{ • ��6;. tail �+k �11nef1j: i«i?t1:# tit #:Iiaf�tfj- # lea! :�i +I:�G �+.cl ;�# + ft 1'+ i. '+ itrl1� t.11#`i`kt� lkt��#F: i �e 's,w )
31tu#) ifia# i#ii i#:3]t llt'S3:t3.-oo vV-11b n. iewm 0 itAy� l��i�� t,v� <rrx'� r(ANt �A-stell flail. 1,11e. (leve (.'��.r. Coll t<wtcar` �E1�111: i:i)atl(iw
iwal[Ikle wqujpf tnl tad, w4kcri fig ellie(]pncy W"'O to tv text thiv Site,
ti.t#.Wt r r><. :ti,; t txiti: t i� isln #:lf t l :tiyir ftp: i#k 1�l>~�rt r ; �8>s,'tiviti#.°S, t'1. rxti lttill 1 jilt
:tit;�ct tt:x; l ib3 Ifi.: Wilt 1t.
Witudfi-itcly g tided. sir di--umb. �. A of 4rwicyn wid sed-itrtoit controls shall o 1trj0nnented In 4e dua
It v 1'}c :li c:l sjr fl. 1111 .00-mli-ed a rens of 'Al) it xt,ote site, M•�cr li�x� li, -'W lickk (i:' f� of ilii �i��tla,$� ��t�tft-0il,
it7t&tc..
61 All'erosivu k t l s,icc>zit C:c?fitid . l ill be re-(im4 ill iretj o11KAlificil ye-ar•s')OIl # f9xr i�f;lx�?uf 1110 tc
1} ot? O4f: 1 � ###: t 1' � t%; }fit. � ` tfi ?3i 'x r1t'[ 2 it '#tL4 :�� l' ' iv ��t'�<��,: +13G�t� �111 I'�ivat�! i��j }�1��1F�: ��+:tib#X vti��t�#'
eonveyPrulve systv"Ills, It 15111y t:tt:':su-'a sy s cllf, ,jt c:.+lbfr(&S' 11 -Ail clx#, E; my rain ewellt, twW- elfwiw'l olles, will be
'#1j.trial ®ill• E l cl . bot -ie. I (it. litttit: '(1 W. � 1 iFt� .1itd.em't��til�lt xt. v+��j�stt�ii��� �`c���x, NVO(4 i:iku:l�:h, sf lWd
of r tr { t l.: .1"� t.a �i #r r * c arp #t- F. c;t:lt }r , r c}c.ti t'k ( r1itt.�rftr,�tt til-tt1 0, �c.�l � �� .l�.tt� �it��i�, � �,�3��-iia.
1 i f f f,
).
r +.r }1. t 4 1. cliai r cl � ,tl tic *t u�r > tl + xcl l }� t Ar 'it l:t t� yc�r. Jvte n�t'(41 :.xll (., t%4' us
'St;„ztl•--Mule, k rfr3101 01110.41. For f1:�1_-w sVrtaiia th"a it. i., 1)gra>.wWw C'iber ,rc�ll.� a�fil ie -A er- a� xIlled Fkier txratr' x l�rvollic:i
y
of � -.f
<l , 16 �� .r ... �} thla. t�, t- aat�hi.lr 4,.#i til�t:,r ;rizatri�t .zt�ctu,.t. ai.. ,1ie1 to t t. -M! of P) 01y
qp roye differult tipplicn.ticn rima for slopc•s less thiul 4, 1.
4. �4i11001t 1kXA.1W_,'4-s krill #r ltac ol- lout ;it s tr.:ft. litj:ut cl. tty, -;I( <1 hen'. ft a r01s, tilt rc'ltc'�'t.
f.Ek7� cl c:vfi z :
(11.1ted, with 1AD-imul.:4
t, " •it'ftv:e.l. i )4l:t'A"k. tlatsza, � llilu,. w in_lk-4 c�tec:tas�n, C':(o.11'bi:r rolls, �Judl bo 61i 1("I!Ii cl L •f
J
lrt: l :.fi�3�t 1.:2 ". itti>t �tt� t € .�:Ft tt: <li. �ll�stt ; � a tl lr f tl ch 1 1 .lift. t Wj �l:��r.l.l lisf:Aled ale„a3 i,�tc lc r t.rc i
a tel ; to ila3 i1 i ii:lt s:r��t lit c, ,. tlt- l' fr . t; c'�i7Tt to itlsWik' the �Et3��� t1� ri:�I L-of%Va�z or 1wrx•Fk. of ctit-b-5,.
-... c•
,�i�lx�ll.��au,.� �ut�r, �u��llc�sw }u1 olfsit�i il0Av� fYrti- ditch�, �,��tv113�s
c ;� :ya#roe, ystvil's<hcxk w' vIn"yr•oilS, silt t : c3 f a.ti t1.jsl05 $ha f W. rMV Of Se-dfl- relltY COIMrX6041.
$tt'rtacl, ##tt��., iii► �:tl.ti��:#:�tif,rt.
ali,.l ilt.t'ttctl':Ff iYttitt�i #UXtI: ilttr+t s`{rl�t�la 1ty��.1` .cr:uttt
itis 7 1:4�t t #.: 1.<' �t tik e3ie.:iaL cc tc,.{f�,s
f .�}aivc^ ft li E i , -'fit f
DIG AL ERT
DIAL
TWO WORKING
BEFORE
DAYS BEFORE
YOU DIG
YOU DIG
CALL TOLL FREE
1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
CONSTRUCTION
RECORD DATE BY REVISIONS
Contractor
Inspector
Date Completed
SEC"
4to 0 @ 10' a. C.
i
2 BAGS SIDE 8Y SIDE
3' AX W/ 4"0 P.V.C. PIPE
SECTION
2'--- 6' 2' �•--�-
4"0 ® 10' 0. C.
10' O.C.
NP.
�c �c PROVIDE AN EXTRA ROW OF GRAVELBAGS FOR EVERY
ROW OF GRAVELBAGS, 3 GRAVELBAGS HIGH
20 GRAVEL
BAG DETAIL
NOT TO SCALE
SECTION
21D SILT FENCE DETAIL
NOT TO SCALE
CRUSHED AGGREGATE GREATER THAN 75MM
(3") BUT SMALLER THAN 150 MM (6")
3.60m -100110. MIN.) FILTER FABRIC
EXIST. GRADE
\ O
12,•
22 STABILIZED ENTRY
PER EROSION CONTROL PLAN
NOT TO SCALE
EROSION CONTROL NOTES
aINSTALL GRAVEL BAGS 3 HIGH PER DET. 20
D21
CONSTRUCT SILT FENCE PER DET. 21
22 STABILIZED ENTRY PER SECTION DET. 22
23 HYDROSEEDING/ HYDROMULCH
e24 INSTALL CATCH BASING FILTER PER DETAIL
waste, wul mLwelhuwt u. (febli' .41,111 bt. )(1 �,4'titt:�itlly t: bi,r�, Wir�f ri��.�+1k i-�4� :� icl�� ti}rill tt*� lr"
f 1.Ik 1. .
Zil-1oweKL ztsll-cjf,t :'skitioml'1i.7111 lac;) 3rovklex .1<�'r +~.<ylwre e' vnlitrt . 114,u :co ts,xil otber liquid c ;m;tis Satz;#l.! 114 if#ivcl 1411111
flr' � apt Iu3.�:rt�+1 �czv.a .. t�i�tti tt'�:t� ���i13�y�a�l.k� ti� .t•�r�tr��� �� tit lfv4��litrc:�- �;t�,.`. �rlc�L� �� , f'�:�tc;�:���t�:cf ft:izt. ����.
tircl �wtt li• � i t�hcift tli±'covluW wift : ltd c: