HomeMy WebLinkAbout05-6701 C ST WTR, SWR & PAVING IMPS (PINEBLUFF SUBDV)MCCABE vity >6
AY
PINE LUFF
CRESENT VIEW SUBDIVISION ¢ HACKBERRY o 0
VOL. 655, PG. 359 H.C.D.R. OLLOW TR E BAYS E
I
IA i L
o PORTS CITY LIMIT
7
GOVN3R CCUg 0 < MEADO WN
LOT 13 I LOT 12 ILOT 11 LOT 11 LOT 10 LOT 10 LOT 9 I LOT 8 I LOT 7 ; FOREST a
IR a
PROP. TYP III BARICADE I I `g FOREST SEAGRA
6' CHAIN LNK v m SHOREAC ES
FENCE PROP TYP III BARICADE
2" BLOW , U SHOREACRES o o _--.-.-=-� '
OFF EAST ZOO.00 - OA1 fiALE
X X X X- COON G Ug m p SHABA' OD
11,6 / -F_ - 10 --�►- - - �- - 5
X ! FL. 10.50 - 10.5 - - -GRADE SWALE TO DRAIN G 11.50 \ \ GRADE SWALE TO DRAIN FL. 10 5 il. 0 y
i 1--- -- U \\ s SHA Y
- - - - - - -
m 19 / / \ -
11.5- - - ( 1
o / \ �a
0PRdP 4" WTR - - �) ., � / \
! TO� REPLACE 2,w O.
LOT 2 u� BY THE CITY /12- - -1 / / o �FG 11.75� \ FF=13.10 \ cn (. 3 LOT 1
_ o p/� LA PORTE/ / FF-13.10 / / / 6 LOT 2 \ I 0
/ = ASP PL _ VICINITY MAP
I/ \ LOT / / / - / to \ 1 0 Ex sr. w SCALE 1 "=1000' - =-
! / / \
\ sH KEY MAP LOCATION 580-Q
0 cw � / � � \ \ DR VE O Q o C5 1.00% 1 oo.o6' .F 100.00' 1 1.5. \ -01 LEGEND
v1 I v1 \ 1 I / I REFERENCE BENCHMARK LPSM 60 MARKER: K5
0
A ( A �l1 I 1 ELEV. 9.99 1978 ADJ. NGVD (BRASS CAP W/ BL BUILDING LINE
CC z (' r I - - - -25' UNObSTRUCTtD / 1 I r
W z N - AERML U.E. \ / / I PUNCHMARK AT SOUTH BROADWAY & MCABE ROAD. UE UTILITY EASEMENT
z PROP. 30' ROW 2' J
w / \'' �. / / I FG 11.75 WSE WATER &SANITARY EASEMENT
m ZV 5' 4' P P 20' 6� I -LOT 4 - 2 / �\ / / / I s' PROP 20' 4' BM BENCHMARK
LOT 3 D SWAY I O/ / / 1 Dq Y 6' CHAIN LNK SUBJECT TO THE ZONING ORDINANCES NOW IN FORCE TBM TEMPORARY BENCHMARK
z 4' 22' 6' I o I FF=13.10 / I In FENCE
t7 ' a a "I 1 105- _ o / LOT 3 FF=13.1 I o rM I IN THE CITY OF LA PORTS. TEXAS. ROW RIGHT OF WAY
�,- oo / / o O
I
LOT 4 IRND IROi FOUND ROD
m 20' ----- ao N h \ \ to
` / 0 1n "I F. 30'
- - - - - - - - - - - - - - - -
o o I Q I \ IR W POB POINT OF BEGINNING
~ o - SL EXIST STREET LIGHT
l- - - - - - - - - - ) \ ACCORDING TO FLOOD INSURANCE RATE MAP 8 2 0 i C 0 9 4 5 J
0 4 of pp - -' ` - - - - - - - - - - - / \ / O DATED 11-6-96 THIS TRACT HEREBY SURVEYED LIES WITHIN ZONE SI SEPARATE INSTRUMENT' 1
NOTE; I EQP o; PHALT I _ 11.5-� \ \ O \ "X-SHADED" AND IS OT IN THE 100 YEAR FLOOD PLAIN. THIS TOP TOP OF BANK
N "B" STREET CROWN 11.00 10.80 i i 00% 100.00' 1 /0.00'
�I STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON TOE TOE OF BANK
"C" STREET CROWN 11.90 11.70 W 10. 0 \ - \ /
r \ - _ _ i 00 1, 0 THE ABOVE REFERENCED MAP AND IS FOR FLOOD INSURANCE RATES EOA EDGE OF ASPHALT
W m X XIST. '^ Y�� - _ _ - - . } N X ONLY AND NOT INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. S SAN SWR LEAD
2 W ( ELL _ \ \ _ m 6' WOOD FENCE
F WE / W WATER
o o o / \ \ \ a Fc t 135� _ - - - o Qr HCDR HARRIS COUNTY DEED RECORDS
W o LOT 6 ' N \ FF=t 3.10 N Z rI� �- FLOW ,ARROW
1-1/2" .TYPE "D" ASPHALT N
2
0
EXISTING ROWri o `� \ \ �_ 1 n No _ _' _.
--2.0% (HMAC) `SURFACE 2.0%I W o ¢ I .I �o _ w zi LOT 5 2 EXIST BLOGK
m PROP LOT 30 I o a / S \ LOT15 \1 LOT 6 / ° a I X o
O
EXIST LOT 01 3 YEAR DEVELOPED RUNOFF FOR EACH DITCH:
/ _ - - I. O (n Q CIA .5 x 1.302 IN/HR x 0.459AC
_ - I O W. x 1p�G _ _ _
2 -
� -13.1 -- z
8"r LIMESTONE BASE v i� ® 0.50% x z o I o r;_ YC__= / o n 1
o. w �. o W Im 110. / _ m o t-1 - - _ SURVEYOR:
o I 0.70 CFS
o /
M..
1 ti
y
HYDROMULCH ,5 In ► CHARLES E. BATES
REGRADE EXISTING LIME STAB SUBGRADE SEE GEOTECHNICAL REPORT FOR % - w I in � � ... _ - - ..� � 4i
SWALE 1 REMOVE 2" DITCH 0.
W a I I o i _ o I ° I N DITCH CAPACITY:
4922 LUELLA AVENUE
r . SLOPE EXIST WTR L 1
DEPTH VARIES 1 0 '' 1- � � - - -_. ' - - ` � � � � � 1 6 SgFt END AREA x 2 Ft/Sec = 12 CFS, DEER PARK, TEXAS 775�6
0.5' TO 1.5' SECTION A - A (1.2 To 1s) 1.5.Tw�4 cR i a i 1.00r„<� 100.00' -�11- \t0p.00. ��\ o ,�_ o PH:,, (281).,,479 ,.5135
B STREET ONLY o o; h o FAX: 281 479 '3275
SCALE: NTS � \ o c� o I.. ( )
EXIST. 6" WATER (BY CITY) 1
"C" STREET ONLY PRO PyV C-9oo WATER \ / I
5 FT BURY \\ // // I & iS I OWNER/DEVELOPER;
to o \ FF=t3.10 \. 1 / / a a I o AGILE HOMES L.L.C.
"B" STREET ONLY �I \ �\ 1 0 / / I I KEVIN D. EDMONDS
LOT 7 FF= t 3.1 o i LOT 8 P.O. BOX 0041
N I LOT 7 it I \ \ LOT 8 > ` % W
LA -PORT, TEXAS 77572
I PH: (281) 476-0630
a - a 10.24 I \ � \ \ J � PG 11.75 T � C I �I 11 4 EXIST FH FAX 281 470-1331
Z PROP. NO OUTLET SIGN X 1 I I o \ b OP=14.02 ( )
w I 10,5 10 o PROP. NO OUTLET SIGN o S TBM MOBILE: (281) 303-7905
Q ON EXIST. SIGN ( I o \ " \\ _Q\N EXIST. SIGN \ "
m z i o PRO 13 5 LF 18 RCP 10.5 - PROP. 13.5 LF 18" RCP
z -
a. I I \ / \ \ FL. 9 00 \ Exist FH L wfE VALVE
- aii U. : m FL. 9.00 \ \ TO BE RELOCATED BY
" I 1 P OP: STM.CSWR. MH i \ \ CRY OF IA -PORTS IF NECESSARY)
/ 1 100' � 1.00% \ \ 100 20' AT DEVELOPERS EXPENSE
W = 2= 11
i �. - E SXI T ROW / 18' RCFI _ -- F EXIST ROW LOTS 1 - 8, BLOCK 2
W 0 DI C 1� iD.S- - ` 8.8 �1• FL 8.63 FL 8.99� OF DITCH
W COa] r 8.32 FL 8. DITCH FL 8.53� E-ST- - - ZQO_()V - - - - _ OF PINE BLUFF
a) W a 20'R 20'R /8 RCPi 18 RCP -
18" RCPf FL .t5 - 18" RCP
WZ > � PROP 6' LF»18" RCP EXIST 8_SAN s - - - - - - - 20 R PROP 6 EXIST 1EDGERoFP ASPHALT ACCORDING TO THE MAP OR PLAT THEREOF
V m ¢ EXIST EDGE OF ASP - _ - - - - - _ _
QN o ¢ SWR MH SAW CUT 54' EXIST PVMT _ = / t _ `- - �2- - -q SAW CUT 54' EXIST PVMT EXIST SAN
Z a ¢ EXIST OF ASPHALT Ta 11.2g PSQ�P� BAYHpORRO1DRIVE PSQ�P� - _vRZ EXIST OF AS RECORDED IN VOLUME 572, PAGE 277 OF THE
PROP. TM. SWR. MH DEED RECORDS OF HARRIS COUNTY, TEXAS
WW L EXIST EDGE OF ASPHALT ( ) TBM EXIST EDGE OF ASPHALT IN THE W.P. HARRIS SURVEY
CILO - I EXIST ROW EXIST ROW
N..-
Signature(s) valid for 1 year DIM VARIES NG
from A�//OS MATCH '
ADJACENT
FILL GRADE
IOFFSET
NOTE:
DRAINAGE PLAN MIN. SLOPE 1.00%
APPROVED BY Y OF LA -PORTS
0 Z
Z ZS OS
4 4
MR. WAYN SABO DATE co
CITY PLANNING DIRECTOR
mil% 3'l- y
DATE
DIRECTOR OF PUBLIC WORKS
SECTION "C - C"
SCALE: NTS
DATE
R Y A N CIVIL E N G I N F E R I N G L L C.
CONSULTING ENGINEERS
1100 WEST SEALY STREET ALVIN, TEXAS 77511
PHONE: (281) 331-2228k
FAX : (281) 331-9998
E-MAIL: rciVileng@sbcglobal.net
Scale: Horiz: 1" 20'
Vert.:
THE SEAL APPEARING ON THIS
DOCUMENT WAS AUTHORIZED BY
J.D. GARNER, P.E. 24997 ON .
FEBRUARYi 28,32005
12-1
2-8-05 -05
02 11 05
Drawn By. JJ Date: 12-6-04
i LINE
2-24-05
Design By: GMM Date:12-3-04
Checked. By. JDG Date: 2 L ll-05
PINE BLUFF
'( Ff9sa
PROPOSED
D. GARNER
f9 DRAINAGE
F
AND UTILITY PLA
Project No. 197-04
Drawing No. 19704200
K Sheet 1 of 4
\h
•`"a 3
\, J
WOOD OR METAL STAKE
(MIN 2 INCH BY 2 INCH WOOD POST)
FILTER FABRIC
4 INCHES
D D
PLAN CONSTRUCTION NOTE: LOT 13
1. SEE CONSTRUCTION NOTES FOR RFB. PROP. TYPE III BARRICADE
2. 4' x 4' SQUARE GRASS SOD TO BE PLACED AROUND
INLETS AFTER CONSTRUCTION FOR EROSION CONTROL.
CRESENT VIEW SUBDIVISION
VOL. 655, PG, 359 H.C.D.R.
I
LOT 12 LOT 11I,., LOT 11 ILOT 10 LOT 10
6' CHAIN LNK
FENCE
EAST 200.00,
00 0
LOT 9
�- MCCABE
a HACKBERRY
LLOW T EE
.a Y NZ
LA PIIRTE CITY LIMIT
' 1 FORE:
SHDREACF
S Cc
LOT 8 I LOT 7
PROP. TYPE III BARRICADE
REFERENCE BENCHMARK LPSM 60 MARKER: K5-01
ELEV 9 99 1978 ADJ NGVD (BRASS CAP W —
0
%JIr%IA1111/ \IArf - I
FILTER FABRIC X o 1110 PUNCHMARK AT SOUTH BROADWAY & MCABE ROAD. SCALE 1 "=1000'
EXTENSION of FABRIC WIRE -
PROF: 4^ wrR KEY MAP LOCATION 5800
INTO TRENCH POST To EPLACE 2" I SUBJECT TO THE ZONING ORDINANCES NOW IN FORCE
' BY E CITY IN TH� CITY OF LA PORTE. TEXAS. LEGEND
FLOW OF LA PORTE
LOT 2 LOT 1 o LOT 2 I LOT 1 BL BUILDING LINE
0 3 ACCORDING TO FLOOD INSURANCE RATE MAP 4 8 2 0 1 C 0 9 4 5 J
� & UE UTILITY EASEMENT
N DATED 11-6-96 THIS TRACT HEREBY SURVEYED LIES WITHIN ZONE WSE WATER & SANITARY EASEMENT
"X-SHADED AND IS NOT IN THE 100 YEAR FLOOD PLAIN. THIS BM BENCHMARK
w STATEMENT IS BASED ON SCALING THE LOCATION OF SAID SURVEY ON ROW RIGHT OF WAY
IPB ( THE ABOVE REFERENCED MAP AND IS FOR FLOOD INSURANCE RATES FND FOUND
SECTION �rONLY AND, NOT., INTENDED TO IDENTIFY SPECIFIC FLOODING CONDITIONS. IR IRON ROD
1 11 f 1oo.ao' 100.00' SL EXIST STREET LIGHT
s1r1®oL I EE B ELECTRICALISSTREET
POINT OF BEGINNING
EASEMENT
_. ... _ ...9.,. - 6' CHAIN LNK
SILT FENCE INLET PROTECTION BARRIER°'" FENCE TOP TOP OF BANK
EXIST I.
W 1. SET POSTS AT 2. EXCAVATE A 4"x4" TRENCH UPSLOPE TOE TOE OF BANK
LOT 3 PR P 20' REQUIRED SPACING. ALONG THE LINE OF STAKES. SI EDGE AT ASPHALT
i1r.11
SI SEPARATE INSTRUMENT
° ° ° ° p P 40- LOT 4 o LOT 3 DR Y LOT 4 HCDR HARRIS COUNTY DEED RECORDS
D AY O w FLOW ARROW
INLE °BALE oM 42INLE4TINCHEs N i 0 FIBER FENCE
m SC STABILIZED CONSTRUCTION AREA
° N
2 INCH BY 2 WOOD z a DI IPB INLET PROTECTION, BARRIER
TO COMPACTED
REVENT PIPING STAKE EMBEDEDCB INCHES ml 100.00' 100.00' . (SA+ FLOWS �` III O
°
12„ STAKED STRAW BALE 10. 0 G ( O E-Now �; SOS STONE OUTLET SEDIMENT TRAP
- X w O 1.�0. 1) FLOW
° C ° FLOW_ 4" 4" • INLET ( 10' �UN BSTRUCTED N ASP OP
-6' WOOD FENCE I
° ° ° ° ° ° AERIAL LIE 3. ATTACH FILTER MATERIAL TO 4. BACKFILL AND COMPACT THE
O o STAKES AND EXTEND IT INTO EXCAVATED SOIL.
THE TRENCH. SURVEYOR:
IP o ,. o CHARLES E. BATES
STRAW BALES STAKED SYMBOL o a a Lb El ST SH LL LOT 5 4922 LUELLA AVENUE
WITH 2 STAKES PER BALE SECTION . �1 LOT 6 � (L LOT 5 LOT 6 V) a- O DR VE DEER PARK, TEXAS 77536
PLAN w CO
o M I m
PH: (281) 479-5135
;, = I Il is. >�rr FAX: (281) 479-3275
L toJ to
STRAW BALE DROP INLET PROTECTION BARRIER a. EE NOTE 2) OWNER/DEVELOPER:
ioo.00' 100.00' o o AGILE HOMES L.L.C.
EXISTING GROUND 50' MIN PUBLIC B I o W FIOW r FLow r KEVIN D. EDMONDS
GHT-OF-WA w P.O. BOX 0041
a a LA -PORT, TEXAS 77572
a W a I EXTENSION OF FABRIC PH: (281) 476-0630
3 INTO TRENCH ALTERNATE V-TRENCHEii o _ o FAX: /281 470=1331
o aEXTENSION OF FABRIC \ )3EPERATION GEOTEXTILE 8"MIN LOT 7 RIVE LOT 8 0 INTO TRENCH MOBILE: (281) 303-7905
LOT 8 FILTER FABRIC FABRIC FOR FULL WIDTH LOT 7--
rn
AND LENGTH OF EXIT GRADED TO PREVENT o M x FILTER FABRIC
PROP' ILE RUN-OFF FROM LEAVING SITE PROP. NO OUTLET SIGNSIG
w FLOW
ON EXIST. SIGN 10.24 I PROP. NO OUTLET SIGN cam" —'
PROVIDE APPROPRIATE TRANSITION X I ON EXIST. SIGN 4" �T
BETWEEN STABILIZED CONSTRUCTION ( al EXTBM FH Kim-
1-it 4 TOP=14.02 12"
ENTRANCE AND PUBLIC RIGHT -OF -WA PR P. 13.5 LF - 18 RCP PROP. 13.5 LF - 18" RCP �
SECTION
50MIN PROP. STM. SWR. MH I EXIST E RELOCATTEEVALVE D BY SECTION B B
CITY OF LA -PORTS (I-F NECESSARY) X.
O X ALTERNATE
EXIST ROW 18" R AT EVELOPERS EXPENSE
F DITC L 8.32 FL 8.3 DITCH FL 8.53 WEST 200.00 F 8.80 FL 8.63
EXIST ROW"-1 SYMBOL
20'R OF DITCH
Wv
GROUND RIGHT-OF-WAY EXIST EDGE OF AS PHA ° R PROP 6' LF-78" RCP 18 RCP EXIST SAN SWR 18 RCP 18" RCP FL .15 18" RCP 2O'R
EXIST EDGE OF ASPHALT
ESWR MH D a SWR MH PROP. STM. SWR. MH
COARSE AGGREGATE I EXIST OF ASPHALT 1.28 00 a BAYSHORE DRIVE �P�S SAW CUT 54' EXISi PVMI TR 12.14 EXIST CE OF ASPHALT
PLAN VIEW saw cur 54 EXIST PvtJr PSP x X (40' ROW) P511 TBM CONSTRUCTION NOTES:
CONSTRUCTION NOTES: EXIST EDGE OF ASPHALT w EXIST EDGE, OF ASPHALT 1. 2 INCH THICK BY 2 INCH , .00DEN STAKES TO` BESET AT
1. LENGTH SHALL BE AS SHOWN ON THE CONSTRUCTION DRAWINGS, BUT NOT LESS THAN MAX SPACING OF 3 FEET, Aft EMBEDDED A MIN OF 8 INCHES.
50 FEET. IF PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED,
L SPACING OF POST MAY BE INCREASED TO 8 FEET MAX.
2. THICKNESS SHALL HE NOT LESS THAN 8 INCHES. EXIST ROW EXIST ROW 2, ATTACH FILTER FABRIC TO WOODEN STAKES. FALTER FABRIC
3. WIDTHTH SHALL BE NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS OR EGRESS.
FENCE SHALL HAVE A MIN HEIGHT OF 18 INCHES AND MAX
4. WIDTH REQUIREMENTS
FOR OTHER AREAS SHALL HAVE THE SAME AGGREGATE THICKNESS AND HEIGHT OF 36 INCHES ABOVE NATURAL' GROUND.'
WIDTH ON T E CONS R THE STABILIZEDRAWGS CONSTRUCTION EXIT, UNLESS OTHERWISE 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER TOPOGRAPHIC SURVEY OF
sxowN ox THE CONSTRUCTION DRAWINGS. ST❑RMWATER P❑LLUTI❑N PREVENTI❑NI
5. STABILIZED AREA MAY BE WIDENED OR LENGTHENED TO ACCOMODATE A TRUCK WASHING THEY SHOULD BE OVERLAPPED 6 INCHES AT THE POSTS, LOTS - 8, BLOCK 2
AREA. AN OUTLET SEDIMENT TRAP MUST BE PROVIDED FOR THE TRUCK WASHING AREA. THE OWNER -DEVELOPER, CONTRACTORS, BUILDERS AND OTHERS PERFORMING AND FOLDED.
e. SEE SECTION 01669 - STABILIZED CONSTRUCTION EXIT. WORK ON THIS PROJECT SHALL COMPLY WITH THE T.C.E,Q. RULES REGARDING 4. SEE SECTION 01567 - FILTER FABRIC FENCE. OF PINE BLUFF
7. STABILIZED CONSTRUCTION EXIT SHALL BE MAINTAINED FREE OF STORM WATER P❑LLUTION. ALL PAPERWORK REQUIRED BY THE E.P.A, SHALL
SEDIMENT FOR THE DURATION of THE PROJECT. BE PRESENT ON THE JOB SITE AT ALL TIMES. IT'S SUGGESTED THAT THE FILTER FABRIC FENCE
REQUIRED PAPERWORK BE POSTED ON A 'SIGN, POST OR BULLETIN BOARD' ACCORDING TO THE MAP OR PLAT THEREOF
THAT WOULD BE READILY AVAILABLE FOR INSPECTION BY GOVERNMENTAL RECORDED IN VOLUME 572, PAGE 277 OF THE
SC. PERSONNEL, AS THE RESPONSIBILITY FOR POLLUTION PREVENTION IS PASSED DEED RECORDS OF HARRIS COUNTY, TEXAS
SYMBOL FROM ONE PARTY TO ANOTHER, THE RESPONSIBLE PARTY SHOULD BE NOTED IN THE W:P. HARRIS SURVEY
STABILIZED CONSTRUCTION EXIT AND DISPLAYED, SO THAT IF A VIOLATION OCCURS, THE PROBABLE RESPONSIBLE
PARTY CAN BE IDENTIFIED. CONTACT THE T.C.E.Q, FOR ANY CLARIFICATION OF
T..C.E,Q, REQUIREMENTS,
-NO. REVISION DATE
CITY TO REPLACE 4" WTR LINE 2-24-05 S� R Y A N CIVIL ENGINEERING 'L C. ",e t'- 20' I°°°�
e �P� rPINE BLUFF Project Na. 197-04
CONSULTING ENGINEERS Drawn By. JJ Date:12-7-04 THE SEAL APPEARING ON THIS $*y �* STORM WATER
DOCUMENT WAS AUTHORIZED BY J.D. GARNER Drawing No. 19704250
1100 WEST SEALY STREET ALVIN, TEXAS 77511 J.D. GARNER, 'P.E. 24997 ON 4997
- PHONE: (281) 331-2228 FEBRUARY 28, 2005 POLLUTION
FAX : (281) 331-9998 Design By. GMM Date: 12-3-04 ,g 5
E-MAIL: rcivileng@sbcglobal.net Checked. By. JDG Date:2-8-05 PREVENTION PLAN Sheet 2 of 4
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SERVICE CONNECTION DETAIL NOTES:
1. THE MAIN SHALL HAVE A MINIMUM DEPTH OF 48" BELOW TOP OF CURB GRADE.
2. THE WATER SERVICE LINES THAT ARE INSTALLED BEFORE THE COMPLETION OF STREET
CONSTRUCTION SHALL BE LAID IN THE SERVICE DITCH AT THE SAME ELEVATION AS THE
'.P WATER MAIN OR A MINIMUM COVER OF 48" BELOW TOP OF CURB GRADE, AT THE PROPER
4 • LOCATION FOR THE METER BOX, THE METER (CURB) STOP SHALL BE RAISED TO 18" BELOW
TOP OF CURB' GRADE WITH ENOUGH EXCESS TUBING TO RAISE THE STOP AT A FUTURE
DATE TO 6" BELOW TOP OF CURB GRADE.
3. LOCATOR WIRE TO BE PLACED ON ALL MAINS AND SERVICES. (MIN. 20 GA. COPPER)
4. SINGLE METER SERVICE LINES SHALL BE 1" MIN. I.D. C.T.S. POLYETHYLENE, SDR-9.
STAKE S. CONTRACTOR TO FURNISH AND INSTALL DOUBLE SERVICE METER BOXES AT FINISH I
PROPERTY LINE GRADE.
6. FIRE HYDRANT ASSEMBLIES SHALL NORMALLY MAINTAIN THREE FOOT CLEARANCE FROM
FINISHED D „
GRADE BACK OF CURB. REQUIRED ASSEMBLY SHALL INCLUDE ONE LINE SIZE.BY 6 TEE, ONE SIX (
INCH GATE VALVE AND BOX, ONE FIRE HYDRANT AND SIX INCH PIPING AND TIE BACKS.
z = NOTE: A 2X2X2'-O" STAKE 7. WATER VALVES ON MAIN LINES SHALL BE LOCATED AS CLOSE AS POSSIBLE TO EXTENDED
BENDS NOT TO EXCEED NSHALL BE PLACED IN THE PROPERTY LINE AND SHALL CONFORM TO AWWA C-500, OPEN LEFT, EQUIPPED WITH
o TAPPING COLLAR OR -MANUFACTURERS ,!'' SURFACE DIRECTLY ABOVE PENTEGONAL OPERATING NUT.
SADDLE (STAINLESS STEEL) RECOMMENDATIONS WYE. STAKE SHALL BE
'v EXPOSED 6" & PAINTED BLUE. 8. WATERLINES 4 INCH THROUGH 12 INCH I.D. SHALL COMPLY WITH THE REQUIREMENTS OF
VC MAIN AWWA STANDARD C-900 CLASS 150, SDR-18 WITH CAST IRON OUTSIDE DIAMETER.
NIPPLE, REQ'D. LENGTH, WITH ADAPTER, 9. ALL CONCRETE THRUST BLOCKING SHALL BE PLACED TO FORM A SOLID CONNECTION
CURB STOP &STEEL INSERT BETWEEN FITTINGS, VALVES AND FIRE HYDRANTS AND UNDISTURBED EARTH. CONCRETE
ADAPTER (SINGLE SERVICE) FOR THRUST BLOCKING SHALL HAVE A MINIMUM OF 2500 P.S.I. COMPRESSIVE STRENGTH
1" I.D. FOR SINGLE SERVCE AT 26 DAYS.
CORPORATION 1" I.D. FOR DOUBLE 1" X 1" X 1" X 7 1/2" SPREAD "Y" BRANCH WITH
c - - - - STOP & INSERT SERVICE (POLYETHYLENE) 2 CURB STOPS, ADAPTER, & STEEL INSERT -- 10. GRAY IRON AND DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C-110 AND END
(DOUBLE SERVICE) JOINTS OF FITTINGS AND MAIN LINE VALVES SHALL CONFORM TO AWWA C-111 FOR
RUBBER GASKETED JOINTS. GRAY IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT
SERVICE C❑NNECTI❑N LINED OR EPDXY COATED.
11. ALL FIRE HYDRANTS AND VALVE BOXES ARE TO BE ADJUSTED TO FINISH GRADE AFTER - —
PAVING IS COMPLETE.
12. INSTALL CONCRETE BLOCK BENEATH FIRE HYDRANTS BEFORE PLACING CONCRETE THRUST
BLOCKING TO INSURE THAT FIRE HYDRANTS ARE INSTALLED LEVEL.
13. CONTRACTOR SHALL NOTIFY THE DEPARTMENT OF PUBLIC WORKS 48 HOURS BEFORE
START OF CONSTRUCTION.
i
TYPICAL GROOVE "
END, RE. DETAIL
Specifications
CONCRETE Class 1 concrete with design strength of
4000 PSI at 28 days. Unit is of monolithic
GENERAL NOTES construction and is designed conforming to
ASTM C-76 Class III, Wall B.
20'-0" BARRICADES SHALL BE CONSTRUCTED OF CLEAN SOUND LUMBER SURFACED ON
TW0 SIDES CUT TO THE NOMINAL DIMENSION SHOWN ON THESE DETAILS. REINFORCEMENT: Grade 60 reinforced. Steel rebor conforming to
BARRICADES SHALL 8E OF FIRST CLASS WORKMANSHIP. ALL SURFACES ASTM A185 on required centers or equal.
ABOVE GROUND SHALL BE PAINTED WITH TWO COATS OF AN APPROVED BRAND
OF WHITE PAINT TO SECURE THOROUGH COVERAGE AND A UNIFORM WHITE COLOR. i :::`''', - JOINT SEALANT : '' An ,asphalt based mastic shall be used at the tongue
THE PAINT FOR BARRICADE STRIPES SHALL BE AN APPROVED BRAND OF RED and groove ends to provide a watertight seal.
2'-0" S'-0" 8'-0" 2'-0" OR ORANGE PAINT APPLIED TO SECURE UNIFORM COLOR, AND THE WHITE
STRIPES SHALL BE REFLECTORIZED WITH BEADS ON PAINT, REFLECTIVE :•:::•:•
SHEETING, REFLECTIVE LIQUID OR RETRO—DIRECTIVE REFLECTORS.
REFLECTORIZATION MAY BE BY MEANS OF APPROVED REFLECTIVE COATINGS ON FOR CONCRETE PIPE
GD
THE BARRICADE BACK GROUND WHICH SHALL H LL CONSIST OF EITHER GLASS BEADS ON REINFORCED SEE SCHEDULE
. T PAINT, REFLECTIVE_SHEL-TING, REFLECTIVE,LIQUID. OR RETRO-DIRECTIVE TL
WT
T REFLECTORS. THE RETRO-DIRECTIVE REFLECTORS MAY BE EITHER GLASS OR ,.;•;;,•-
CRYSTAL PLASTIC REFLECTOR BUTTONS. ALL REFLECTING ELEMENTS SHALL
PLAN REFLECT WHITE LIGHT, UNLESS OTHERWISE INDICATED IN THE DETAILS.
m
o
ALL BARRICADES EXTENDING ACROSS MOVING LANES SHALL BE SUPPLEMENTED 0 F N
REFLECTORIZED WHITE BY LIGHTS PLACED SO AS NOT TO INTERFERE WITH THE VISIBILITY OF o� f O
REFLECTOR BUTTONS OR REFLECTORIZED SURFACES. THESE LIGHTS SHALL BE N N
6" (TYP-) 3"x8" NAILED MAINTAINED IN CONTINUOUS OPERATION FROM SUNSET TO SUNRISE AND SHALL J
,711Z8E OF THE FLASHING ELECTRIC OR BUTANE TYPE, WITH THE RATE OF FLASHING
TO ti' x6" POST BETWEEN 70 AND 120 FLASHES PER MINUTE. FLASHING ELECTRIC LIGHTS
°O SHALL NOT BE CONNECTED IN SERIES. ALL LIGHTS SHALL BE OF THE COLOR `
6"x6" WOODEN POSTS _NTr
YELLOW. GROOVETONGUE
BARRICADES USED FOR DELINEATION THROUGH A PROJECT SHALL BE SUPPLEMENTED TYPICAL END DETAIL
m
Jfr
Z
BY FLASHING ELECTRIC LIGHTS. TYPICAL TONGUE
2"x8"
iv
END, RE: DETAIL
2" HOT MIX ASPHALTIC
BARRICADE TYPE 111 SHALL BE TREATED WITH 8 LB. PENTACHLOROPHENOL
CONCRETE OR 4 LIMESTONE
WOOD PRESERVATIVE AND PAINTED WITH A PRIME COAT CONSISTING OF
°O
BASE. GRADE TO DRAIN
SPAR VARNISH VEHICLE ALUMINUM PAINT, FOLLOWED WITH ONE COAT OUTSIDE
WHITE PAINT STRIPED WITH ALTERNATE DIAGONAL WHITE REFLECTIVE STRIPES
w
WHERE SPECIFIED.
BARRICADES FOR CONSTRUCTION SHALL BE ALTERNATE ORANGE AND WHITE
VSTRIPING
z
STRIPES SLOPING DOWNWARD AT AN ANGLE OF 45 DEGREES IN THE DIRECTION
�
TRAFFIC IS TO PASS. BARRICADES USED OTHER THAN FOR CONSTRUCTION
BE ALTERNATE RED AND ITE STRIPES. RITE, AND
COLOR AND DIRECTION
0
2'-0'
2'-0
REDSHALL
AND WHITE MARKINGS SHALLNOTBE IIN ERMIXED INNGE THEAND SAME
IN ACCORDANCE WITH M.U.T.C.D.
1�
INSTALLATION AREA.
1
PERMANENT BARRICADES SHALL HAVE RED AND WHITE STRIPING.
FRONT
VIEW
SIDE
VIEW
TEMPORARY CONSTRUCTION BARRICADES SHALL HAVE ORANGE AND WHITE
STRIPING.
DIMENSION SCHEDULE OF C-76 TONGUE & GROOVE PIPE
PIPE
SIZE
I.D.
O.D.
WT. / FT.
AVAILABLE
LENGTHS
REINFORCEMENT
WALL
THICKNESS
WT
TONGUE
LENGTH
TL
GROOVE
DEPTH
GD
SLOT DIM
QUANTITY
L.F.
A
B
12"
16"
100 LBS
4' OR 6'
W 2.Ox2.5 3"x8"
2"
2"
2"
131"
14w" r
15"
191"
125 LBS
4' OR 6'
W 2.Ox2.5 3"xB"
2r"
2w
2w"
16i"
17y"
118"
23"
160 LBS
4' OR 6'
W 2.Ox2.5 3"x8"
21"
2"'
2r"
19p"
201"
24"
30"
260 LBS
4' OR 6'
W 2.Ox2.5 3"x8" ,
3"
2V'
2s"
26y"
27y,-
30"
37r"
395 LBS
6'
W 3.Ox2.0 2"xB"
3p"''
3y"
3i"'
31s"
33y"
36"
44"
520 LBS
6'
W 3.5x2.0 2"x8"
4'
2"
2r"
32s"
34y'
42"
52"
743 LBS
8'
W 3.5x2.0 2"x8"
5"
4"
2r"
52"
52r"
48"
58"
838 LBS
8'
W 3.5x2.0 2"x8"
5"
41"
4s"
52"
52r"
BARRICADE
,
STORM SEWER
NO. REVISION DATE
R Y A N CIVIL ENGINEERING L L C . Scale: Horir. 1" 20' �P�f� pF TF� e
Vert.: PINE BLUFF Project No. 197-04
THE SEAL APPEARING ON THIS
_ CONSULTING EN(�INEERS Drown By. IRS Date:12-10-04 DOCUMENT WAS AUTHORIZED BY J.D. GARNER Drawing No. 19704300
1100 WEST SEALY STREET ALVIN, TEXAS 77511 J.D. GARNER, P.E. 24997 ON\W9STANDARD DETAILS
PHONE: (281) 331-2228 FEBRUARY 28, 2005
FAX : (281) 331-9998 Design By. GMM Date:12-3-04
E—MAIL: rcivileng@sbcgiobal.net Checked. By. JDG Date• 12-10-04 Sheet 3 of 4
GENERAL NOTES
STORM SEWER NOTES
1. SURFACE RESTORATION AT THE END OF ALL CONSTRUCTION PROJECTS, THE
1'
ALL STATIONS ARE DENTER LINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT
CONTRACTOR SHALL RESTORE EXISTING FACILITY (I.E. PROPERTY) EQUAL TO
WHERE STORM SEWER IS IN SIDE LOT EASEMENTS: THIS STATIONING IS BASED
-
OR BETTER THAN EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
ON CENTERLINE OF PIPE.
2. THE LOADING AND UNLOADING ur ALL PIPE VALVES, HYDRANTS, MANHOLES
2.
STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF LA
1
AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE WITH THE
PORTE STANDARD DETAILS SHALL BE OBSERVED,
MANUFACTURER'S RECOMMENDED PRACTICES AND SHALL AT ALL TIMES BE
--
ON SITE
SOIL BACKFILL
PERFORMED WITH CARE TO AVOID ANY DAMAGE TO THE MATERIAL. THE
3.
-
ALL STORM SEWER 18" AND LARGER TO BE REINFORCED CONCRETE RUBBER
TO BE PLACED IN 8"
CONTRACTOR SHALL LOCATE AND PROVIDE THE NECESSARY STORAGE AREAS
FOR MATERIALS AND
GASKET PIPE, A.S.T.M. C-76 CLASS 111, INCLUDING INLET LEADS CROSSING
LAYERS
& COMPACTED
EQUIPMENT.
UNDER EXISTING OR PROPOSED PAVEMENT.
FINISHED GRADE
TO 95%
MAX. DRY DENSITY
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFEGUARDING AND
4
REINFORCED CONCRETE PIPE STORM SEWER SHALL BE INSTALLED, BEDDED
PROTECTING ALL MATERIAL AND EQUIPMENT STORED ON THE JOBSITE. THE
AND BACKFILLED IN CONFORMITY WITH CITY OF LA PORTE STANDARD DETAIL
CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF MATERIALS IN A
SHEETS. BACKFILL UNDER OR WITHIN 1' (ONE FOOT) OF EXISTING OR
SAFE AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND AFTER
PROPOSED PAVEMENT WITH CEMENT STABILIZED SAND (1-� SACKS PER CUBIC
NOTE:
WORKING HOURS, UNTIL PROJECT COMPLETION.
YARD MIX). ALL NORMALLY SUBMERGED STORM PIPE SHALL BE RUBBER
4. CONTRACTOR SHALL PROVIDE SHEETING, SHORING AND BRACING AS
GASKETED.
2 SACK CEMENT STABILIZED
ALL PVC PIPE SHALL HAVE
NECESSARY TO PROTECT WORKMEN AND EXISTING UTILITIES DURING ALL
5.
CONTRACTOR SHALL PROVIDE A MINIMUM OF 6" (SIX INCHES) CLEARANCE
SAND BACKFILL COMPACTED TO
RUBBER GASKET EQUIPPED BELL .
AND SPIGOT J❑INTS C❑NF❑RMING
PHRASES OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS.
STORM SEWER AND WATER LINE CROSSINGS, AND A MINIMUM OF 1 FOOT
95% MAX. DENSITY
5. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL CONFORM TO THE
(TWELVE INCHES) AT STROM SEWER AND SANITARY SEWER CROSSINGS.
TO ASTM D3212, ELAST❑MERIC
SEALS SHALL BE A SINGLE
CITY OF LA PORTE STANDARDS. IF ANY OF THE TEST RESULTS DO NOT MEET
6.
ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE TYPE UNLESS "C"
i
-
DOUBLE -SEALING GASKET
THE TESTING STANDARDS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY'TO
OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF T BACK OF CURB.
1-
•� �
_
�•'
SPANNING ONE FULL CORRUGATION
REMOVE OR REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN
BE MET.
i
�
WITH THE LEADING EDGE BEING
7.
ALL INLET TYPE TO BE CLEARLY NOTED AND GRATE TYPE INLETS SHALL BE
1 12"
LOWER THAN THE SECOND EDGE
6. ALL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN FINISHED
EQUIPPED WITH CAST IRON GRATES.
TYP.
fff
TO FACILITATE PROPER J❑INING.
ELEVATIONS.
8.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL
THE GASKET MATERIAL SHALL
EXISTING UTILITIES PRIOR TO EXCAVATION.
CONFORM TO ASTM F477,
7. CONTRACTOR SHALL UNCOVER EXISTING UTILITIES AT ALL "POINTS OF
CROSSING" TO DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY
9,
MINIMUM STORM SEWER SIZE IS 18" INCH DIAMETER IN PUBLIC R.O.W. &
CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY CONFLICT.
EASEMENTS.
WATER LINE DETAIL
8. TOP OF FOUNDATION (SLAB) SHALL BE A MINIMUM OF 12" ABOVE TOP OF CURB
10.
ALL STORM SEWER MANHOLE COVERS MUST INCLUDE THE WORD "STORM
BEDDING AND BACKFILL
AND/OR 18" ABOVE THE CROWN OF ROAD IN ROADSIDE DITCH CONSTRUCTION
SEWER."
AREAS OR 2' ABOVE 100 YR FLOOD ELEVATION, WHICHEVER IS HIGHER.
FOR OPEN CUT TRENCHES
9. THE CONTRACTOR SHALL NOT UNLOAD ANY TRACK -TYPE CONSTRUCTION
11.
CULVERTS MUST MATCH EXISTING FLOW LINES.
(NOT TO SCALE)
MACHINERY ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING
PAVEMENT OR CURB DURING ANY PROJECT.
WATER DISTRIBUTION NOTES
10. IF IT IS PERMISSIBLE TO USE A BACKHOE FOR TRENCH EXCAVATION IN LIEU OF
1.
ALL STATIONS ARE CENTERLINE OF STREET RIGHT-OF-WAY STATIONS EXCEPT
A TRENCHING MACHINE.
WATER LINE STATIONING IN SIDE LOT EASEMENTS. THIS STATIONING IS BASED
ON CENTERLINE OF PIPE.
I I. CONTRACTOR SHALL NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS
COORDINATOR AT 281-471-5020 X293 TO HAVE AN INSPECTION.
2.
WATER MAINS SHALL BE CONSTRUCTED ACCORDING TO CITY OF LA PORTE
1
- -
STANDARD DETAIL SHEETS.
12. THE CITY OF LA PORTE REQUIRES 48 HOURS NOTICE PRIOR TO COMMENCING
_
WORK IN THE C17Y'S R.O.W.
3.
ALL FLUSHING VALVES ARE TO BE LOCATED AS SHOWN ON PLANS AND SET 3'
'
(THREE FEET) BEHIND BACK OF CURB OR AT APPROVED LOCATIONS.
13. CONTRACTORS CANNOT USE THE CITY'S R.O.W. FOR STORAGE OF
CONSTRUCTION MATERIALS.
4.
ALL WATER MAINS TO HAVE MINIMUM OF 4' (FOUR FEET) COVER FROM
'
PROPOSED TOP OF CURB WHEN CONSTRUCTED IN STREET RIGHT-OF-WAY AND
14. ALL BACKFILL SHALL BE ENGINEERED TO 95 % STANDARD PROCTOR DENSITY
4' (FOUR FEET) COVER FROM FINISHED GRADE WHEN CONSTRUCTED WITHIN
AND BE TESTED BY AN APPROVED TESTING LAB.
EASEMENTS.
15. CONTACT CITY OF LA PORTE PUBLIC WORKS DEPARTMENT PRIOR TO MAKING
5.
CONTRACTOR SHALL PROVIDE FOR A MINIMMU HORIZONTL CLEARANCE OF 10'
TIE-INS TO EXISTING UTILITIES.
(TEN FEET) BETWEEN WATER MAINS AND SANITARY SEWER LINES.
16. WHEN HYDROMULCH IS REQUIRED, CONTRACTOR SHALL KEEP MULCH MOIST
6.
ALL GATE VALVES TO BE COUNTERCLOCKWISE OPENING AND ALL FLUSHING
AFTER INSTALLATION AND UNTIL AREA SHOWS GROWTH OVER 75 % OF THE
VALVES TO BE COUNTERCLOCKWISE OPENINGS, VALVES TO BE LOCATED
�J I
HYRDROMULCHED AREA.
OPPOSITE PROPERTY LINE OR R.O.W. LINE EXTENDED UNLESS OTHERWISE
SHOWN ON PLANS. AWWA GATE VALVES WITH RESILIENT SEATS SHALL
1 1/4' I32Mm] LETTERS
17.48
HOURS PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL NOTIFY
BE INSTALLED:
THE UTILITY COORDINATING COMMITTEE AT 223-4567:
7. ALL VALVES AND HYDRANTS SHALL BE STORED SO THAT THEY ARE
o
18.
CITY OF LA PORTE ENGIWEERING DEPARTMENT SHALL APPROVE THE
PROTECTED FROM FREEZING. ALL PIPE SHALL BE KEPT FREE OF DIRT AND
CONSTRUCTION LAYOUT.
OTHER DEBIRS. ANY DAMAGE RELATING TO THE COATING OF THE VARIOUS
O�O
MATERIALS FOR SEWER AND WATER LINE MAINS SHALL BE RAPAIRED.
EAST o1nAN
MON WORKS
19.
ALL EXCESS EXCAVATED MATERIAL SHALL BECOME PROPERTY OF THE
CONTRACTOR, AND REMOVE FROM SITE, AND DISPOSED OF IN A LEGAL
8. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL
V-1418
MANNER.
EXISTING UTILITIES PRIOR TO EXCAVATION.
414�
, yw
20.
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL COORDINATE WITH RESIDENTS
WHEN INTERRUPTING EXISTING SERVICES.
9, ALL SINGLE WATER SERVICE LEADS TO BE % INCH (MIN.. ALL WATER SERVICE
LEADS TO EXTEND TO OPPOSITE PROPERTY LINE AT COMMON LOT LINE
4 7M
ASTM A®CL33H 0
°j
J
UNLESS OTHERWISE SHOWN ON PLANS.
�O
21.
CONTRACTOR SHALL OBTAIN AN ELECTRICAL PERMIT (WHEN NEEDED) FROM
OPEN(
THE CITY OF LA PORTE INSPECTION DEPARTMENT PRIOR TO CONSTRUCTION.
10. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES UNTIL ALL
- I) H
ELECTRICIAN MUST BE LICENSED BY THE CITY OF LA PORTE. ELECTRICAL
PROPOSED WATER LINES HAVE BEEN THOROUGHLY CLEANED, TESTED,
INSPECTIONS SHALL BE COORDINATED WITH THE INSPECTIONS DEPARTMENT.
DISINFECTED AND APPROVED BY THE ENGINEER.
C4> 1' C25mm] DIA
i 1/4' [32mm] LETTERS
VENT HOLES ON 18 3/4
C427mm] DIA BOLT CIRCLE BOTTOM VIEW
22.
BARRICADES SHALL BE EQUIPPED WIHT ORANGE FLASHING LIGHTS.
11. METAL WATE RUNE FITTINGS TO BE WRAPPED WIT 6 MIL. POLYETHYLENE
(MIN.) IN ACCORDANCE WITH ANSI/ASSA C105 REQUIREMENTS.
23.
MANHOLES SHALL BE EQUIP9PED WITH INFILTRATION INSERTS.
12. USE MATERIALS IN ACCORDANCE WITH THE PUBLIC IMPROVEMENTS CRITERIA
MANUAL (PICM).
13. WATER MAIN SIZES SHALL CONFORM TO THE REQUIREMENTS OF THE PICM.
3ii,.�a
14. EVERY WATER OUTLET SHALL BE PROTECTED FROM BACKFLOW.
15. PIPE AND FITTINGS CANNOT HAVE MORE THAN 8.0 % LEAD.
COVER SECTION
16.160 PSI AND 73" F IS THE MINIMUM WORKING PRESSURE OF PLASTIC PIPE
OUTSIDE OF THE FOUNDATION WALLS.
MANHOLE COVER
17. WATER SERVICE PIPE SHALL PERMANENT IDENTIFICATION MARKINGS.
18. WATER PIPE SHALL NOT BE INSTALLED OR PERMIT3TED OUTSIDE OF A
MACHINED SURFACE
BUILDING, OR CONCEALED IN OUTSIDE WALLS OR IN ANY PLACED WHERE THEY
I
PLAN
32" MANHOLE
FRAME AND COVER
B. H. TABLE
SEWER SIZE VS MANHOLE SIZE
MORTAR .°
(Typ
BRICK)
8" WALL TO 8' DEPTH 1/2" MORTAR COATING _
ON ALL BRICK SURFACES -
12" WALL 8' AND 8" (Typ)
GREATER DEPTH
J508EWMIN) -,
CONCRETE SLAB
CEMENT STABILIZED • • • . .• • • ' b • ' • • M
SAND • • •
• y iv
12- Or 12"
SECTION
�"J
MAY BE SUBJECT TO FREEZING TEMPERATURES, UNLESS PROVISIONS ARE '
MADE TO PROTECT THEM FROM FREEZING. -OR EQUAL EQUAL -_
STORM SEWER
19. FITTINGS AND VALVES SHALL BE SECURED WITH MECHANICAL JOINT RESTRAINTS. pp MANHOLE TYPE "C" FOR 39"
THESE RESTRAINTS SHALL BE EBAA IRON 2000 P FOR FITTINGS AND EBAA IRON DIAMETER RCP AND SMALLER
SERIES 1500 FOR PIPE JOINTS OR APPROVED EQUAL. To
EASTJORDAN
IRON WORKS, INC.
PA. BOX 439
EAST JORDAN, HL 49727
1-800-874-4100
FAX EX-536-4458
DRAWN
DATE
SNH
10/17/00
APPROVED
DATE
MANHOLE COVER
PRODUCT NO.
41418063
CATALOG N0.
V-1418
REF. PRODUCT DRAWING
41418042
EST. VT.
COVER, 160 LBS 73kg
OPEN AREA
N/A
NAT'L SPEC.
OVER - GRAY IRON
ASTM A48 CL35
LOAD RATING
HEAVY DUTY
�,� ��
MANHOLE BASE
DIAMETER
38"
5'-O"
NO. REVISION DATE
Scale: Horiz: 1" = 20' `�°`°'ee P I N E BLUFF Project No. 197-04
RYAN CIVIL ENGINEERING LLC. Vert.: oFrFTHE SEAL APPEARING ON TH
�,,
CONSULTING ENGINEERS Drawn By. IRS Date:12-10-04 DOCUMENT WAS AU HORIZEDIBY J.D. GARNER Drawing No. 19704300
1100 WEST SEALY STREET ALVIN, TEXAS 77511 J.D. GARNER, P.E. 24997 ON 4 7 STANDARD DETAILS
PHONE: (281) 331-2228 FEBRUARY 28, 2005
FAX : (281) 331-9998 Design By. GMM Date:12-3-04 Sheet 4 of 4
E-MAIL: rcivileng@sbcglobal.net Checked. By. JDG Date:12-10-04