HomeMy WebLinkAbout2136-DGENERAL NO ES.
L ALL WORK SHALL BE DONE IN ACCORDANCE WITH THIS PLANS, THE CITY
OF RANCHO CUCAMONGA SrANDARDS, AND THE STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION- CONTRACTOR
SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE
TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS,
2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER
POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC SHOWN OR NOT
SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN
ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE
REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO
COST TO THE CITY OF RANCHO CUCAMONGA.
J. ANY CONTRACT91? PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE
HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY
DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY
FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN
ON THESE PLANS.
4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA
ENGINEERING DEPARTMENT'PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION
WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY
5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER.
PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT
POINTS WITHIN 0.01 FOOT Or SUB -GRADE ELEVATION AND AT NOT MORE
THAN 50 FOOT INTERVALS. ADD177ONAL PAVING STAKES MAY BE REQUIRED
BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS.
6. ALL SEWER , WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY LATERALS,
MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING.
Z COMPACTION TESTS OF EMBANKMENT CONSTRUCTION TRENCH BACKFILL,
COMPAC77NG ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED
AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH
THESE COMPAC77ON TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER
FOR APPROVAL PRIOR TO THE PLACEMENT OF RASE MATERIALS ANDIOR
SURFACING.
S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED
TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMIN477ONS COMPLETED
TO VERIFY S7ABlLJTY OIL CONTENT AND GRADATION OF ASPHALT
PAVING.
.9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL
BE SUBM17TED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA-
TIONS COMPLETED TO VERIFY R-mu&. SIEVE ANALYSIS AND SAND
EQUIVALENT OF AGGREGATE BASE.
10-PAVING SHALL HE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT
TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION
OF THE STRUCTURAL SECTIONS.
I I - WHEN IMPROVEMENTS ARE To BE PLACED ON NATIVE SOIL WHICH CONSISTS
OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED By REMOVING
ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR
DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A
QUALITY BETTER THAN THE NA77VE MATERIAL,
12.IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS
STERALANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C.
SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED
RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING
13.ESTIMATE OF QUAAlTI77ES IS PROVIDED BY THE ENGINEER ONLY FOR THE
CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN
DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A
BID. ANY ITEM OF WORK REQUIRED By THESE PLANS WHICH is NOT
SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE
CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK.
14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 4DLI_A
AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION.
15.CITY APPROVAL Or PLANS DOES NOT RELIEVE THE DEVELOPER FROM
RESPONSIBILITY FOR THE CORRECT70N OF ERROR AND OMISSION DISCOVERED
DURING CONSTRUC770N UPON REQUEST THE REQUIRED PLAN REVISIONS
SHALL BE PROMPTLY SUBMITTED To THE CITY ENGINEER FOR APPROVAL.
16-WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT CLEAN, HAZARD
FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION SITE SHALL HE CLEANED
UPON REQUEST OF THE INSPECTOR
IZNA77VE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR
TO FILL PLACEMENT
l8.CON7ACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS
PRIOR TO EXCAVATION. PHONE No. I-BOG-227-2600
PROVIDED FOR YOUR CONVINIENCE ARE THE FOLLOWING
A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT (818) 969-7911
MR JAMES FREI
FOR BASE LINE ROAD CONSTRUCTION
B. GENERAL TELEPHONE COMPANY (800) 483-3000
FOR UNDERGROUND SERVICE
C. SOUTHERN CALIFORNIA GAS COMPANY (800) 427-2200
7981 W. LUGONIA AVENUE
REDLANDS, CA. 92373
D CUCAMONGA VALLEY WATER DISTRICT (909) 987-259 1
10440 ASHFORD STREET
RANCHO CUCAMONGA, CA. 91729
E. METROPOLITAN WATER DISTRICT (909) 593-7474
700 N. MORENO AVENUE
LAVERNE, CA. 91730
F. SOUTHERN CALIFORNIA EDISON COMPANY (800) 655-4555
7951 REDWOOD AVENUE
FONTANA, CA. 92336'
G, PACIFIC TELEPHONE COMPANY (774) 999-5639
19. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT
SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN
THE ROADWAY HAVE BEEN INSTALLED, ALL ON -SITE IMPROVEMENTS
INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE
PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO
THE SA77SFACTION OF THE CITY ENGINEER.
20ON THE INTERIOR STREETS WHERE SIDEWALK 15 ADJACENT TO THE CURB,
THE INSTALLATION OF STREET LIGHTS; STREET SIGNS, AND FIRE HYDRANTS
SHALL BE LOCATED BEHIND THE SIDEWALK.
E s
STORM DRAIN CONSTRUCTION NOTES OTC'
k�O CONSTRUCT TRANSITION STRUCTURE No J PER CITY STD. 336
51 INSTALL 78" RCP - 0 LOAD PER PROFILE
52 CONSTRUCT MANHOLE NO. 4 PER CITY STD. J21
INSTALL J6- RCP - D LOAD PER PROFILE
CONSTRUCT JUNCTION STRUCTURE NO 4 PER CITY STD. .333
CONSTRUCT MANHOLE NO. 2 PER CRY STD, 319
56 INSTALL 30- RCP - D LOAD PER PROFILE
INSTALL 66- RCP - D LOAD PER PROFILE
U8 CONSTRUCT CONCRETE COLLAR PER CITY STD. 323
@ CONSTRUCT PIPE CLOSURE (FEMPORARYIBRICK & MORTAR) TYPE 8 PER S8CFCD .STD 176A
INSTALL 24" RCP - D LOAD PER PROFILE
63 INSTALL 784 RCP - 0 LOAD PER PROFILE
CONSTRUCT JUNCTION STRUCTURE NO 2 PER CITY STD. JJI
63 CONSTRUCT 24" CMP RISER PER'DE7AIL ON SHEET 4
71 INSTALL WATER QUALITY CLARIFIER PER STD ON SHEET 5
@ INSTALL UNDERGROUND INFILTRATION WATER QUALITY SYSTEM PER STD ON SHEET 5
11-1%
�q)l INSTALL CHAIN LINK GATE WITH LOCK PER S6CFCD STD. SD-1 AND SD-2
�eR—IVATE ENGINEER'S &OTIqE LO. CONTRACrORS
THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND U77LI77ES OR STRUCTURES SHOWN
ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS,• TO THE REST
OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON
THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES
TO PROTECT THE U77LITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER
ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR
STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
FOR THE JOB SITE CONDITIONS DURING. THE COURSE OF CONSTRUCTION OF THIS
PROJECT• INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS SHALL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE
CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER
HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED, IN CONNECTION WITH THE
PERFORMANCE OF WORK ON THIS PROJECT EXCEP71NG FOR LIABILITY ARISING FROM THE
SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.
CONTRACTOR SHALL VERIFY ALL COND177ONS AND DIMENSIONS AND SHALL REPORT ALL
DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK IT IS
THE RESPONSIBILITY OF THE CONTRACTOR TO N077FY THE ENGINEER OF ANY
DISCREPANCIES BEGINNING OF WORK MEANS ACCEPTANCE OF —
CONTRACTOR SHALL COMPLY WITH ALL N.P.O.ES. REQUIREMENTS.
CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES,
UTILITY BOXES AND LIDS, ETC.
I EA
IJ74 LF
2 EA
66 LF
I EA
2 EA
14 IF
438 IF
4 EA
I EA
37 LF
9 LF
2 EA
I EA
I EA
8855 CF
K�
I" = 1
WAIER"M
Und4rgraund Servite; Alert
CALL
T LL
0 MET
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
No. r)2183
Exp- 9-30-07
5v
ISTA
ST,
--t
LLI
X
Li
> ASE LINE —RI3AD
I STWI>
PRO,
CH RCI
T SITE
ST.
� PKwY
> IN
>
FOUTHILL BLVD.
CITY
OKALL
CIVI
CENTER DR
ARROW
RBUT
NOTE,
ENCROACHMENT PERMITS ARE M
DISTRICT FOR ALL WORK WITHIN
PERMIT ry
DESCRIPTIC
Cl T y / of F
TRACT
CHURCH
DEER OR
APPROVED 8
CITY ENGINEER
VICINITY MAP
WOr rO —SCALE
A 88REVIA TIONS.
8C -
BEGINNING OF CURVE
Ec -
END OF CURVE
8CR -
BEGINNING OF CURB RETURN
ECR -
END OF CURB RETURN
VC -
VER77CAL CURVE
Bvc -
BEGINNING OF VERTICAL CURVE
Mvc -
MIDDLE OF VERTICAL CURVE
Eve -
OVII OF VER77CAL CURVE
Moc -
MIDDLE OF CURVE
CF -
CURB FACE
a -
CENTERLINE
EP -
EDGE OF PAVEMENT
FL -
FLOWUNE
FS -
FINISHED SURFACE
GB -
GRADE BREAK
PL -
PROPERTY LINE
FRC -
POINT OF REVERSE CURVE
RP -
RADIUS POINT
R/W -
RIGHT OF WAY
Tc -
TOP OF CURB
IR -
TANGENT R47E
COUNTY FLOOD CONTROL
f, REVISION [ DATE I APPROVED
�'./H:O CUCAMONGA
0
�REET STORM- DRAIN An
bl
HANNEL TO CENTER AVE, K"
ITLE SHEET
DATE:
RCE: 24953
_ RCE No
■
12/19/20064,3433Ind, 1:1,cft
t
>
------ ------ -------- . . . . . . . -
I z
--- ------- ......... . .. ----- ---------
-
+
4-
VMAX=15 I
ry
--- --- -------- ---
-
---- ---------- - -- ---- --------
L - - L - -A
. ... ...-INSTALL �F 1,8"R&--
1-�250-1
AND 11+00 12+100
*CONTRACTOR TO VERIFY LOCATIONCONSTRUCTION.':
ELEVATION PRIOR TO START OF10+00
�
0
CURVE DATA TABLE
#
DELTA
RADIUS
LENGTH TANGENT
C1
106'13'54"
90-00
166.87 119.94
C2
89'58'19"
45.00
70.66 44.98
Underground Service Alert
CALL
TOLL FREE
227-2600
TWO WORKING DAYS BEFORE YOU DIG
1— 1)
EN
CAP 5X LAT. ' SI"59 EN LI
A�4s.Tpw
22' PRIVATE dRA INA GE EA SEAUEN
LINE 8
(PRIVATE) lag -10
PFFX1StGRAD[NG AND
OMINKGE PLM DV,'C-
FACILITY, ppl 0"-sp
EX CHANNEL
(SEE SBCFCD FILE 254174
SET OF 86 SHEETS)'
SBCFCD RIW
t
/7
:MIA: i
Y
�U7
0=78
E)
X
E3
El
-------
�pyl"
Lu
Mm:
DENOTES PRIVATE FACILITY — NOT
himummm BY CITY MAINTENANCE
RZj) UVN�I KUU I MANHVLL NV, Z VtM UJIT J)W. J79
@INSTALL 30" RCP - D LOAD PER*PROFILE
@INSTALL 66" RCP - D LOAD PER PROFILE
@ CONSTRUCT PIPE CLOSURE (TEMPORARY/BRICK & MORTAR) TYPE 13 PER SBCFCD STD 176A
@ INSTALL 18" RCP - D LOAD PER PROFILE
@ CONSTRUCT JUNCTION STRUCTURE NO, 2 PER CITY STD. 331
@ CONSTRUCT 24" CIVIP RISER PER DETAIL ON SHEET 4
SCONSTRUCT JUNCTION STRUCTURFE NO. 4 PER CITY STO. 393
@ INSTALL WATER QUALITY CLARIFIER PER STD ON SHEET 5
@ INSTALL UNDERGROUND INFILTRATION WATER QUALITY SYSTEM PER STD ON SHEET 5
@ INSTALL CHAIN LINK GATE WITH LOCK PER SBCFCD STD. SD-1 AND SD-2
IS THE RESPONSIBILITY OF THE SITE I I
OWNER OR P.O.A. &ADD PRIVATE STORM DRAIN LINC CONNEE-rms PER 1 9 /1711 t5 z
PRECISE GRAIANG AND DRAINAGE PIM DAC W1 6 60693 <
r ni
DESCRIPTION of,REVISION
oATE
APPROVED
CITY of (RANCHO, CUCAMONGA
4
TRACT NO. 174351. OFF -SITE
M
M,
CHU RCH STREET STORM: DRAIN
V)
DEER -CREEK CHANNEL TO CENTER AVE.
FROM STA I 0+00,oOO M STA, 17+89,,21
APPROVED BY: DATE
CITY ENGINEER RCE:
DESIGN A TS
ENCOMPASS ASSOCIATES, IINC.
RECOMMENDED
No. 62183
ExFr. 9-30-07
SIN PLACE
6699;ca NCROCUCRMONOR, CA 91737
RA
DRAWN
SHEET
A T$
2 OF---4!—
cjv
a At%.
RCE No 62183
CHECKED
DRAWING NO.
A TS
DATE FILE No
CT SHEET O. OF
J.\102-12$\Streefs\sd-offflte-02.,Iw9, 12/19/2006 9-32-45 AM, 1-1, als
Underground Service Alert
CALL
TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
t T1 3
0 0 j
9 N
7
00
11" 7'J8"
zt) 50
Q 1 r�
r) 7"
7 ZI
pE
......... ..
T
224�00 21+00
F.GALE IN FEET
(51)
INSTALL 780 RCP - D
LOAD PER
PROFILE
52
41m53
CONSTRUCT MANHOLE
NO. 4 PER
CITY STD. 321
INSTALL 36" RCP - D
LOAD PER
PROFILE
54
CONSTRUCT JUNCTION
STRUCTURE
NO. 4 PER CITY STD. 333
55
CONSTRUCT MANHOLE
NO, 2 PER
CITY STD. 31!9
56
INSTALL 30" RCP - D
LOAD PER
PROFILE
57
INSTALL 66" RCP - D
LOAD PER
PROFILE
58
CONSTRUCT CONCRETE
COLLAR PER CITY STD. 329
INSTALL 24" RCP - D
LOAD PER
PROFILE
n82
CONSTRUCT JUNCTION
STRUCTURE
NO. 2 PER CITY STD. 331
iL
L�4q, — ��jp
1 Q muw 1(
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-VWAX 48 -PT
CD
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7-
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L
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4
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7
i.
IL Rv)_
Jas
I
1 I
co
IN STALL, 14[.13 1L
CS4
30 "RCPI 11 50 D
....... ..........
.
Q100=59 CFS INSTALL 30.01 LF
INSTALL 20,96 LF
VMAX=24 FPS 24"RCP - 1350 D
36"RCP - 1350 D
0100=31 CFS
Q100=91 CFS
VMAX=10 FPS
VMAX=13 FPS
LA To At LA To A3
LA Tv A2
DESCRIPTION of REVISION
DATE
APPROVED
CITY of RAINCHO CUCAMONGA
La
TRACT NO. 17435B. OFFmSITE
2
CHURCH STREET STORM DRAIN
ty
o
cn
DEER CREEK CHANNEL TO CENTER AVE,
FROM STA 17+89,21 TO STA 28+75,46
APPROVED BY: DATE:
CITY ENGINEER 'N RCE: 24953
0
Uj
DESIGN A TS ENCOMPASS ASSWATES, INC. PQL RECOMMENDED
U_ (n
No. 62183
Exp: 9-30-07
comsukrime awl ENOINIENS
DRAWN 5699 COUSINS PtAa
UNCHOCKAIVIONGA CA91737 SHEET
A TS 3
pCAL-.
CHECKED RGE No 62183 DRAWING NO. 0e
A TS
I DATE1:L!2 FILE N.
CT SHEET
NO,
J-\102.128\Strmfs\sd� ffsitt-03.dwg, 12/19/2006 941-54 AM, 10,
ift
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OWN
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msic FELATNE
COMPACTION afta,
e7
i N°DTES:
T, All Irakict+a3': tom' iHf +origin pr Wiest shiffi oa hocktkted &.4 coaitiourk" guar
Sections it" -'aB-•itaii'of that Stanoond
2. Spread BOX" iFPsJP I* to Rhea far trench plavi F J9tis less ITT= Sao rift. it.
.3.. Aft pants. aliag Im ceUI Hole 3a'n+ffi: tap ar Aicitttmrem jeittgl era Peat f:.
4. Urvini amen iRe, m+sinteted Ilse mg City Engineer, tr,6YfEh etch shop he stra'sgnt grddli
a=" "loo, pind shall hit 6a ctlawf" at vale-
5: lifer to t of A.C:.. povettelml, edge' shoo he cut to a a@EM WFUtal and
stregne odge oats tmk coat im tacut of cat.
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a "ih or lotRvAr..
N s:. Pti xg'f+1 AcG', naL;:t. mEfich > a �I aanimiAll ft D,25" :thick �u� wCale, rlad,,r tiles
- � dksarmd ua Via I in ina Ano. - P
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ti WPP*mrra ak, - _ --
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•F I4 FAc4m. H lHi aain 1 i +Hti RT "IF It ( AMIR PJ111
}a<tcE AER " I,r31 bHLG %I I'1- W.L. F_,A1 ) H:
LN FFa Ti (� d A iii1ITArl t T I T . ivat n. F1
W 108AH I,,I_+,N:AL illNI It" Wr ,Ma.
I.
Ta@E HORIZONTAL ANGLE Or C
NOT EXCEED 5*45'.
AND I
DRAWINGS, CLEVA°T ONDPT AND
REOty@R BYPtCiTt 11.
3.
A IF 4000 psi AT 29 DAYS:
4.
FLOOR or STRtlminx SHALL
LINE,
5.
REINFORCING STiEEL'SHALL.B)
lidINIMUM DF I V2` CLEAR FRG
DfiOtlTtaG
OR LESS@ ON CENTESE R.
S,
ELEVATION S APPLIES AT tNS
T.
TRANSITION STRUCTURE SHIAI
OPERATION° EXCEPT THAT TH
OPT16K OF PLACING Ay THE .1
LONGITUDINAL KEYWAY.
8.
THE, LENGTH OF IME STRUCTI
OF THE, CON T RAGTOR TD REE'
EXTENDEO PORTION OF SAU'Li
IN THE TABLE. BUT ANY 'N Al
ARE APPRIDTaED BY THE ENGINE
S.
EMBEDMENT
THAS
SHOWP
E ON E
101
WHEN DIMENSION C 13 NOY'9P
CONSTRUCTED AND A B 5 "BAI
It.
WHEN F.L rATIOK in ANDI ECG '
6. $BALL
TD SbRIHd1NSi
I A615. TH A
UNLESS
ta3 SPACED 18-
NOT :BE
IH PROJECT
N. WHEN
YATIDN 5
r It 5 _- yi -.
s
ra.
IC•:a I�.H•Y"1.11 IIII
IN PIPE & RISER
n lung
170 AT THE TOP OF CURB AT
R OF CHURCH SWEET AND i
WEFT STA. 5't78 50
56.01
f ..Q
r i
i @
! I
I IL PIPE
4. r, I Brick laid lengthwise
and mortared
'x
1"t Cement grout 'Zinstde edge of R.C.P. grc+m
capping at and of pipe SE�GTIi or end of pipe (if broken)
—AD"
Camanf groat copping.
..a
,
NTu.
-Brick mortar closure
i
ELEVATION
PIPE CLOSURETIFFITYPE "B"
(Brick and Mortar)
NOTE:
t. Typo "RI" ciosm for "D" not larger than $AYt EIERN ARDfNO COUNTY
36IF unless approved or macified by the FLOOD CONTROL DISTRICT
Engineer. aETrl § OWN. BY I DATE
See specifications for additional information- O,L• 5-5-63
FLE No.
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HEAVYWEIGHT
STABILIZATION
NETTING (iYP)
INLET
OUA� NTI17 �&TiMATE➢ OU� A17177ES
77 TOTAL UNITS GEO—TEXTILE _ {2)ROLLS = 1,Dgq SO. YDS.
4 START UNITS HEAVY-{JU7Y NETING = {t)4a? PIECE
59 MIDDLE UNITS LIGHT —DUTY NETTiN6 = (3)RpLLS=99q FT
4 END UNITS PVC CROSS —DYER PIPES (M4°) 6 TOTAL
8,855 GF STOR'AGE
(*SEE NOTE BELOW) STORMCHAMBER (8" STONE ABOVE AND BELOW)=115 CF/UNkT
*NOTE: THERE IS ADDITIONAL STORAGE IN THE 12" STONE BUFFERAROUND THE SYSTEM
NO T l
BY CITY
DESCRIPTION Of
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