HomeMy WebLinkAboutMUNICIPAL COURT BUILDING. . ; -·
CONSTRUCTION DOCUMENTS
·. I
HUilT-ZOIIARS
1500 SOUTH DAIRY ASHFORD, SUITE 200
HOUSTON, TEXAS 77077-3858
(281) 496-0066
PROJECT DESIGN INFORMA liON
PROJECT ADDRESS: 3005 N. 23rd STREET
PROJECT LOCA liON: 3005 N. 23rd STREET
SITE AREA: 105,600 SQUARE FEET
BUILDING HEIGHT: 25 FEET
SINGLE STORY OR MULTY: _,S"-'IN,_,G.,LEs_ __ _;_
PARKING PROVIDED: 127 STANDARD PARKING
DESIGN CODE:
4 ACCESSIBLE PARKING
131 SPACE TOTAL
2006 INTERNA liONAL BUILDING CODE (IBC)
2006 INTERNATIONAL PLUMBING CODE (IPC)
2006 INTERNATIONAL FUEL GAS CODE (IFGC)
2006 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2006 INTERNATIONAL MECHANICAL CODE (IMC)
2008 NATIONAL ELECTRICAL CODE (NEC)
2003 INTERNATIONAL FIRE CODE (IFC)
LOCAL AMENDMENTS
OCCUPANCY TYPES: A-3 & B
CONSTRUCTION TYPE: ---"11"-'IA,___ ___ _
BUILDING AREA: 11,300 G.S.F.
BASE ALLOWABLE: 28,500 SQ. FT. (ALLOWABLE AREA PER TABLE 500)
PROPOSED: 11,300 SQ. FT .
OCCUPANCY LOAD BREAKDOWN: A-3 ALLOWABLE 240 ACTUAL 150
B ALLOWABLE 47 ACTUAL 12
CONSTRUCTION MATERIALS:
· FLOOR: CONCRETE ON GRADE
EXT. WALLS: TILT -UP CONCRETE ON W / ELASTOMERIC FINISH &
INSULA TED GLASS & ALUMINUM FRAMING
ROOF: STANDING METAL SEAM & CLASS "A" MECHANICALLY
FASTENED SINGLE PLY ROOFING SYSTEM
SPRINKLER SYSTEM: ENTIRE BUILDING
NO CLEARING PERMIT REQUIRED - PROPERTY ALREADY CLEAN
NO FILL DIRT PERMIT REQUIRED - NO FILL WILL BE BROUGHT TO SITE
EXCEPT FOR INSIDE THE FORM BOARDS
TOILET AXTURE CALCULA liONS
A-3 COURTROOMS, HALLS MUSEUMS, ETC.
REQUIREMENTS:
TOILETS/URINALS
MEN WOMEN
1 PER 125 1 PER 65
ACTUAL COUNT
MEN WOMEN
1 URINAL .2 TOILETS
1 TOILET
(250) (130)
B BUSINESS
REQUIREMENTS:
TOILETS/URINALS
~ WOMEN
1 PER 25 1 PER 25
ACTUAL COUNT
MEN(UNISEX) WOMEN
,-
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SPECIAL NOTE
GRAPHIC STANDARDS
DRAWING TITLE
DRAWING NUMBER--------..
-~-~-~W-ifi_NG __ TI_TL_E ______ ~~'
'-
~------------SCALE
BUilDING SECTION
ffi w '-If<......~-....__- _ DIRECTION SECTION OWG. REF. NUMBER OF NUMBER VIEWING PLANE
WHERE SECTION IS SHOWN
WALL OR PARTIAl SECTION
I._------"'~~·~~- DIRECTION SECTION NUMBER OF VIEWING PLANE
~"------- DWG. REF. NUMBER
WHERE SECTION IS SHOWN
INTIERIOR ELEVATIONS
"""""':::--,......------ ELEVATION DRAWING NUMBER
3/AO.O
~".....~----- DWG. REF. NUMBER
EXTERIOR ELEVATIONS WHERE ELEVATION IS SHOWN
SECTION DETAIL
PLAN DETAIL
r---------- DETAIL DRAWING NUMBER
3/r AO.O ~~--- DWG. REF. NUMBER
WHERE DETAIL IS SHOWN
..Ji._,------ DETAIL DRAWING NUMBER
3
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""'------- DWG. REF. NUMBER
( WHERE DETAIL IS SHOWN
~
ENLARGED PLAN
NORTH ARROW
'------------- CONDmON DETAILED
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( 3'
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PLAN NORTH
PLAN DRAWING NUMBER
DWG. REF. NUMBER
WHERE ELEVATION IS SHOWN
AREA OF PLAN ENLARGED
ROOM IDENTIFICATION
KEYED NOTE
SPOT ELEVATION
BUilDING ELEVATION
WINDOW lYPE
LOUVER lYPE
ACCESSORY NO.
EQUIPMENT ITEM NO.
REVISION NOTATION
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TOP~20.86
FL~11 30 10"
FL=11.4S , PVC ~N;
FL=13 .. 45 ~~"PVC S
PIPE COMING PVC E
THE SOUTH ISIN FROM
OUT. A STUB
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LOCATION MAP
SIGN
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INLET
TOP=18.29
30" FL=11.79 (S)
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BENCHMARK
"THE D" NORT CUT IN T OP OF 2ND
CABLE OF ~"' A ,,P "OWER "H ''" SIDE POLE ,OF o APENCER :S .:;,STORM ~~x'"HIGHWA "INLE "' ;T ,: EAST ::'~'"OF " 23R ,L' '£'~" '" "
" " '" " "" "" '" ~ EST ' ~"OF " A oe SIGNFIBER A ' '""OPTIC '~wm
· SHOWN
UTILITY STATE MENT•
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HE UNDERGRO
BRICK 1 STORY
LA PORT£ ~~ttl:~ BUILDING
FF-23.fffPARTM£NT
GRA1E JNLET
TOP=21.34
30"RCP
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1. SURFACE RESTORATION REQUIRED AT THE END OF ALL
CONSTRUCTION PROJECTS. RESTORE EXISTING FACILITY {I.E.
PROPERTY) EQUAL TO OR BETTER THAN EXISTING SITE CONDITIONS
PRIOR TO CONSTRUCTION.
2. THE LOADING AND UNLOADING OF ALL PIPE VALVES, HYDRANTS,
MANHOLES AND OTHER ACCESSORIES SHALL BE IN ACCORDANCE
WITH THE MANUFACTURE'S RECOMMENDED PRACTICES AND SHALL
AT ALL TIMES BE PERFORMED WITH CARE TO AVOID ANY DAMAGE
TO THE MATERIAL LOCATE AND PROVIDE THE NECESSARY STORAGE
AREAS FOR MATERIALS AND EQUIPMENT.
3. SAFEGUARD AND PROTECT ALL MATERIAL AND EQUIPMENT
STORED ON THE JOBSITE. MATERIALS SHALL BE STORED IN A SAFE
AND WORKMANLIKE MANNER TO PREVENT INJURIES, DURING AND
AFTER WORKING HOURS, UNTIL PROJECT COMPLETION.
4. PROVIDE SHEETING, SHORING AND BRACING AS NECESSARY TO
PROTECT WORKMEN, AND EXISTING UTILITIES DURING ALL PHASES
OF CONSTRUCTION, AS PER O.S.H.A. REQUIREMENTS.
5. ALL TESTING PROCEDURES USED ON THIS PROJECT SHALL
CONFORM TO THE CITY OF LA PORTE STANDARDS. IF ANY OF THE
TEST RESULTS DO NOT MEET THE TESTING STANDARDS, REMOVE OR
REPLACE SUCH MATERIAL SO THAT THE TESTING STANDARDS CAN
BE MET.
6. ALL FINISHED GRADES SHALL VARY UNIFORMLY BETWEEN
FINISHED aEVATIONS.
7. UNCOVER EXISTING UTILITIES AT ALL "POINTS OF CROSSING" TO
DETERMINE IF CONFLICTS EXIST BEFORE COMMENCING ANY
CONSTRUCTION. NOTIFY THE DESIGN ENGINEER AT ONCE OF ANY
CONFLICT.
8. DO NOT UNLOAD ANY TRACK-TYPE CONSTRUCTION MACHINERY
ON ANY EXISTING PAVEMENT OR CROSS OVER ANY EXISTING
PAVEMENT OR CURB DURING ANY PROJECT.
9. IT IS PERMISSIBLE TO USE A BACKHOE FOR TRENCH
EXCAVATION IN LIEU OF A TRENCHING MACHINE.
10. NOTIFY CITY OF LA PORTE PUBLIC IMPROVEMENTS
COORDINATOR AT 281-470-5130 TO HAVE AN INSPECTION.
11. THE CITY OF LA PORT REQUIRES 48 HOURS NOTICE PRIOR TO
COMMENCING WORK IN THE CITY'S R.O.W.
12. DO NOT USE THE CITY'S R.O.W. FOR STORAGE OF
CONSTRUCTION MATERIALS •.
13. ALL BACKFILL SHALL BE ENGINEERED TO 95% STANDARD
PROCTOR DENSITY AND BE TESTED BY AN APPROVED TESTING LAB.
14. CONTACT CITY OF LA PORTE PUBLIC WORKS DEPARTMENT
PRIOR TO MAKING TIE -INS TO EXISTING UTILITIES.
15. WHEN HYDROMULCH IS REQUIRED, KEEP MULCH MOIST AFTER
INSTALLATION AND UNTIL AREA SHOWS GROWTH OVER 75% OF THE
HYDROMULCHED AREA.
16. 48 HOURS PRIOR TO START OF CONSTRUCTION, NOTIFY THE
UTILITY COORDINATING COMMITTEE AT 281-223-4567.
17. ALL EXCESS EXCAVATED MATERIAL SHALL BE REMOVED FROM
SITE AND DISPOSED OF IN A LEGAL MANNER.
18. PRIOR TO CONSTRUCTION, COORDINATE WITH RESIDENTS WHEN
INTERRUPTING EXISTING SERVICES.
19. OBTAIN AN ELECTRICAL PERMIT (WHEN NEEDED) FROM THE
CITY OF LA PORTE INSPECTION DEPARTMENT PRIOR TO
CONSTRUCTION. ELECTRICIAN MUST BE LICENSED BY THE STATE OF
TEXAS. ELECTRICAL INSPECTIONS SHALL BE COORDINATED WITH THE
INSPECTIONS DEPARTMENT.
--- -..
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STORM MAI~I-JOLE -----._ ""'i==toF~==J=f=¥"'
TOP=20.75
24"RCP FL=114.87 (N)
24"RCP FLd14.78 (S)
10"RCP fl= 4.80 (E)(-
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R.O.W.
EXISTING
POUCE DEPARTMENT
BUILDING
1 STORY BRICK BUILDING
FF=23.58
GRATE INLET
TOP=21.34 +,;>
30"RCP FL=15.52 ;:'0'
GRATE INLET
TOP=21.25
30"RCP FL=15.50 (W)
+ ,;> "& 30"RCP FL=15.63 (E)
ALTERNATE No.6
+
COURTYARD
NEW MUNICIPAL
COURT BUILDING
FF=24.00
11,35D SF
1 STORY CONC.
PANEL BUILDING
95'-0'
EXIST. 4' IP PLA (APPROX. LOCATION)
EXIST. 4' IP PLA (APPROX. LOCATION)
NAME OF DEVELOPMENT:
LA PORTE MUNICIPAL COURT BUILDING
TYPE OF DEVELOPMENT:
GENERAL COMMERCIAL/CLP MUNICIPAL COURT
LEGAL ADDRESS:
3001 N. Z3RD SlREET
DESCRIPTON OF LAND:
EXIST. ~BER CABLE (APPROX. LOCATION)
TR 12H, RICHARD PEARSALL SURVEY, ABSTRACT 625, LA PORTE, HARRIS COUNTi, TEXAS
9.135 ACRE TRACT BEING IN THE T.W. LEE SUBDIVISION IN THE RICHARD PEARSALL SURVEY ABSlRACT 625 HARRIS
COUNTY, TEXAS
NAME OF OWNER:
CITY OF LA PORTE, TEXAS (HARRIS COUNn-)
NAME OF DEVELOPER:
CITY OF LA PORTE, TEXAS (HARRIS COUNn-)
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SWOMP PERMIT REQUIREMENTS
-
UPON COMPLETION OF CONSTRUCTION, THE PERMANENT STORM WATER
QUALITY FEATURE WILL BE CLEANED OF ALL SEDIMENT AND DEBRIS THAT
MAY HAVE ACCUMULATED. ADDillONALL Y ALL DISTURBED AREAS RELATED
TO THIS PROJECT WILL BE COMPLETELY STABILIZED. THIS WILL BE DONE
PRIOR TO SUBMITTING AN "AS-BUlL T CERTIFICATE" AND CALLING FOR
FINAL INSPECTION. HARRIS COUNTY WILL NOT PASS THE FINAL
INSPECllON OR ISSUE THE CERTIFICATE OF COMPLIANCE UNTIL THE
REQUIRED FINAL CLEAN UP AND STABILIZATION HAVE BEEN COMPLETED.
THE DEVELOPMENT IS NOT APPROV1ED FOR OPERATION UNTIL A
CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED.
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EXISTING
POUCE DEPARTMENT
BUILDING
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SAN SEW STUB
(BY OTHERS)
40'-0~
STORM MAI<flc>LE ·--~-~=f+~==F=f""
TOP=20.75
24"RCP (N)
24"RCP FL91; 4. ;>a (S)
10"RCP 4.80 (E))'
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4' DIA. SAN MH. I . ~
BY OTHERS
6" FL~12.70
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FOR STORMWATER POLLUllON PREVENllON PLAN DETAILS,
REF: SHEET C2-8
1. ALTER FABRIC FENCE SHALL BE INSTALLED ALONG
lHE SOUTH AND WEST PERIMETER OF lHE SITE PRIOR
TO CONSTRUCTION.
1~-
0~ - IF B IPBOO + "7 ·{)
I - -
-~fi~FLIIESPLHAOE~F BOX
FIB IPRl
EROSION AND SEDIMENT CONTROLS
1. SEDIMENT Ynll BE RETAINED ON SITE TO lHE MAXIMUM
EXTENT PRACllCABLE.
2. CONTROL MEASURE Ynll BE PROPERLY SELECTED,
INSTALLED AND MAINTAINED IN ACCORDANCE YnlH
MANUFACTURER'S SPECIFICATIONS AND GOOD
ENGINEERING PRACllCE. IF DAMAGED OR RENDERED
INEFFEC11VE. lHE EROSION AND SEDIMENT CONTROLS
SHOULD BE REPAIRED OR REPLACED IMMEDIATELY.
3. WHEN PUMPING (DEWATERING) STANDING STORM WATER
FROM lHE SITE, lHE OPERATOR SHALL USE
APPROPRIATE BEST MANAGEMENT PRACTICES (BMPs)
FROM lHE STORM WATER MANAGEMENT HANDBOOK FOR
CONSTRUCllON ACTIVIllES lHAT ADDRESS DEWATERING
AC11VI11ES. UNTREATED/DIRECT DISCHARGE INTO A
STORM SEWER \\1ll NOT BE ALLOWED.
4. IF 11HE INTERIM PERIOD BETWEEN CONSTRUCTION OF
UllUTIES AND STREET CONSTRUCllON Ynll BE MORE
THAN 21 DAYS. THE STRm RIGHTS-OF-WAY \\1LL BE
MULCHED OR 01HER\\1SE STABIUZED WITHIN 14 DAYS.
5. AFTER PAVING COMPUETION, NEWLY GRADED AREAS
AND ALL EXPOSED SOILS "1LL BE COMPLETELY
STABIUZED.
1 STORM INLET
131 PAf'O/" (' SPACES
1 1m I P B
MAINTENANCE
1. EROSION AND SEDIMENT CONTROL MEASURES lHAT
HAVE BEEN IMPROPERLY INSTALLED OR HAVE BEEN
DISABLED, RUN-OVER, REMOVED OR OlHERIIISE
RENDERED INEFFEC11VE MUST BE REPLACED OR
CORRECTED IMMEDIATELY.
2. MAINTENANCE AND REPAIRS \\1ll BE CONDUCTED
WllHIN 24 HOURS OF INSPECllON REPORT.
EXISTING
POL!CE DEPARTMENT
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FF=23.58
EXISTING
POUCE DEPARTMENT
BUILDING
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, ~~-ALTERNAlE No.1
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.ORIFICE CALCUlATIONS
Q PRE-DEVELOPED~ CIA•0.20' S.as INIHR'9.135AC • 9.83CFS
10" RESTRICTOR PIPE DESIGN CAPACI'!Y:
. . . .. . '
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2'1.00
> Doatgn a-tan
Capac.. V
lnt~onatty s_um. o1' Tlcn• o# Re•ctl Otamf: ..
t _ Flowo cone.. &.enath or Rl•• span ·
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GRAPHIC S~E ltl FEET
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LEGEND
':\,....--:--INDICATES MANHOLE/ INLET NUMBER
)..::::::r-INOICATES DRP..INAGE SYSTEM
NDICATES ACCUMUIAlED C.F.S. 3/YE'ARS
INDICATES ACCUMUIAlEO ACRE'AGE
PROPOSED PAVEMENT
.. ·'
11
END CAP
1-----cz'-D"--~-l
4"'+-H H-+--·4"
~ HAIRPIN REINFORCING
/ #4BAR
NOTES:
ALTERNATE VERTICAL REINFORCING
"
#4 BAR CONTINUOUS
# BARS 8" LONG, 18" C-C
A
. .... A. 4
v :. "oi A
7/8" 121 HOLE FILLED W/ EPO)('I,-~
DOWELED INTO EXIST. PVMT.
11 ·. . . . ..
CONSTRUCTION JOINT
1. AT EACH PAVEMENT CONTRACTION JOINT, THERE SHALL BE A*" THICK
PRE MOLDED EXPANSION JOINT THE FULL HEIGHT AND WIDTH OF THE CURB.
2. AT EACH PAVEMENT EXPANSION JOINT, THERE SHALL BE A PREMOLDED
.EXPANSION JOINT THE FULL WIDTH AND HEIGHTH OF THE CURB AND OF THE
SAME THICKNESS AS THE PAVEMENT EXPANSION JOINT.
3. WHEN CURB IS POURED MONOUTHICALLY WITH PAVEMENT, REINFORCING
SHALL NOT BE REQUIRED.
I
CONCRETE DOWELED ON CURB
-FOR --CONCRETE ---PAVEMENT ---1 0 1
NTS
1/ 2 " X 3 " BR AS S BO LT F L USH
@ ENDS OF SLEEVE
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I. 2'-0" .I PVC SLEEVE (SEE UTILITY SHEET FOR SL EEVE SIZE)
CEMENT STABILIZED BEDDING, 6" TOP BOTIOM AND SIDES.
IRGATION Sl EEVE DETAL
NOT TO SCALE (SLEEVES UNDER PAVEMENT) -4)
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1- 0.96 -1
B.EVATIQN
r{:EMENT MORTAR
NOTE: ALL MANHOLE CHIMNEYS SHALL
BE BRICK OR THROAT RINGS
FOR PIPE
SEWERS COVER
NOT SHOWN
OINT OF .,_
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SEE NOTE 3
SEE NOTE 3
MATERIAL COMPACTED TO 95%
STD PROCTOR DENSITY
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1------'-"18'-" ....,' ....,·-_. ,- · -:· : tl ·· : 18" · _, . :
• ~ I) ·\
CENTERED AT EACH JOINT,
ALL AROUND
SEE NOTE 2 . . . ) <.:::;_ :j:_:;::-__ > > > < \; \
-+-- t:;:zz::;z~zz:::;ztzz~::;z~~~--2" SEAL SLAB
_/
~ lTTTill~~
SHAPE CEMENT \_
STABILIZED SAND NO DIRECT PAYMENT FOR
TO CONFORM TO CEMENT STABILIZED SAND
BOTTOM OF PIPE BEDDING
NOTE:
1, REINFORCED CONCRETE PIPE STORM SEWERS, 36" DIAMETER
AND SMALLER, MAY BE INSTALLED l'llTH COLD COMPOUND
JOINTS OR GASKET JOINTS AS APPRu
NO DIRECT PAYMENT FOR WASHED SHELL
5. WHERE WET SAND IS ENCOUNTERED, REFER TO WET SAND
BEDDING DETAIL
R!EPPING PETALS FOR 12 TO 36" DIA.
A SMA'' Eft REI-FORCED CONCRETE
PI'£ STORM SEWERS f1\
N.T.S. \_V
THE LOCATION OF CONSTRUCTION JOINTS AND
DEFORMED STRIPS MAY BE VARIED, WITH THE
APPROVAL OF THE DEPARTMENT OF PUBLIC
WORKS, TO SUIT THE PROPOSED CONSTIRUCTION
METHODS OF THE CONTRACTOR MAXIMUM
TIRANSVERSE SPACING FOR CONTROL JOINTS
IS 14'-0"
2"
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-DEFORM:---D METAL ---STRP -;\V [;\.
PROP. CONCRETE
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SPACING TRENCH SHORING MINIMUM REQUIREMENTS (**)
CLOSE SHEETING OPEN SHEETING
BRACE
(STRINGER_
-= ""' II
PLAN
BRACE
~~SEE NOTE 4
.....
UPRIGHTS STRINGERS
DEPTH OF
TRENCH KIND OR CONDmON OF EARTH ------------------ -----------------
MINIMUM MAXIMUM MINIMUM
DIMENSIONS SPACING DIMENSIONS
FEET TYPE INCHES FEET INCHES
5 TO 10 (A) HARD, COMPACT 3x4 OR 2x6 6
(B) LIKELY TO CRACK 3x4 OR 2x6 3 4x6
(C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE 4x6
SHEETING
(D) HYDROSTATIC PRESSURE 3x4 OR 2~6
CLOSE
SHEETING 6x8
10 TO 15 (A) HARD, COMPACT 3x4 OR 2x6 4 4x6
(B) LIKELY TO CRACK 3x4 OR 2x6 2 4x6
(C) SOFT, SANDY, OR FILLED 3x4 OR 2x6 CLOSE
4x6
SHEETING
(D) HYDROSTATIC PRESSURE 3x6 CLOSE
8x10
SHEETING
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BLUE INSET BORDER
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2'X2"X3/16" GALV.
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NOTE: EBAA FORCE-RESTRAINT
SLEEVES SHALL BE ON ALL
MECHANICAL FITTINGS.
----·-· ------·-t-1-
SUBGRAOE
PAVEMENT
{USE MECHANICAL JOINT FITTINGS}
90(114) PFE 8fN)
N.T.S.
HALF SECTION
UNDER PAVEMENT
. . ...
. . . .
SYMMETRICAL
ABOUT
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NATURAL GROUND
SOD OR SEE {AS REQUIRED) PER
CITY OF LA PORTE STANDARD
SPECIFICATIONS .
NATURAL GROUND
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. . . .
· .. · sEr • ·. ·
NOTE 1 SPRING LINE ---
NOTE: USE MECHANICAL JOINT FITTINGS
lEE
N.T.S.
GENERAL NOTES:
1. PRESSURE TEST OF WATER LINES 20" DIAMETER SHALL BE AT
125 PSI FOR A DURATION OF a
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SAN. SEWER ~
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1---lJMIT OF PAYMENT J
TRINITY VALLEY IRON & STEEL CO.
PATTERN NO. 1684 OR EQUAL
StANDARD CASTING
2'X4' SLAB ---..
3000 PSI CONC,
NOT LESS THAN 3"
NOTE: IF CLEANOUT IS PLACED IN ADVANCE
. OF PAVEMENT PLACEMENT, PLACE SAND AROUND
C.O. CASING IN UEU OF CLASS "B" CONCRETE.
6" PLUG
6" CLEANOUT
CLASS "B" CONCRETE
45' WYE BRANCH
CLASS "C' CONCRETE
~-- COMPACTED BACKFILL
TAMPED IN 6" LAYERS
[54MM] 2 "" r
--------------
ELEVATION
_,----PLUG
CLEANOUT
DETALS
NOT TO SCALE
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ABOUT
HALF SECTION
UNDER PAVEMENT
HALF SECTION UNDER
NATURAL GROUND
PAVEMENT---
NATURAL GROUND
12" MIN
(SEE NOTE 6)
TRENCH ZONE
BACKFILL
FILTER FABRIC
(MIN LAP 12")
CRUSHED STONE
EMBEDMENT
...jl-' ....~,_,.. ..J,-/ ..J,-/ ...j-/ ...j-/ ...j-/ ....!-
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TYPICAL CROSS-SECllON
DIRECTION OF
PIPE LAYING
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BACKFILL IN
TRENCH ZONE
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z .
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WELDED 'II/IRE MESH OR
TO SUPPORT FILTER FABRIC
EXTENSION OF FABRIC
INTO TRENCH. r'IIIIRE
3. A TI ACH FILTER MATERIAL TO 'II/IRE FENCE AND
EXTEND IT INTO THE TRENCH. BACKFILL AND
COMPACT THE EXCAVATED SOIL.
FILTER ,....PI:)ST
FLOW..,
ALTERNATE V- TRENCH EXTENSION
OF FABRIC INTO TRENCH
GENERAL NOTES:
1. SECURELY FASTEN MESH FENCING TO POSTS WITH STAPLES OR TIE
WIRES •.
2. SECURELY FASTEN FILTER FABRIC TO MESH FENCING.
3. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP
6 INCHES AT A POST, FOLD TOGETHER, AND ATTACH TO A POST.
4. REMOVE SEDIMENT DEPOSITS WHEN SILT REACHES ONE- THIRD OF THE
HEIGHT OF THE FENCE IN DEPTH.
REWORCED
FLIER FABRIC BARRER
x-8-x
SYMBOL
z .
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1. SET POSTS AT REQUIRED SPACING AND
DEPTH. EXCAVATE A 6" x 6" TRENCH
UPSLOPE ALONG THE LINE OF POSTS.
19
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BUILDING
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CURB {lYP.) 't
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CURB
131 PARKING SPACES
HC
SPENCER HWY
N
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EXISTING
POUCE DEPARTMENT
BUilDING
1/L1-2
-----------------
4'-6 ..
4'-6"
12D'
COLUMN
METAL EDGING -t-+C::..:I
HC
MULCH
CURB
CONCREII
SIDEWAU<
GROUND
COVER (lYP.)
HC
SYMBOL
•
0
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- . - . . . . . . . .
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- . " . . - . . - . . ~-. . . . . .. . - . . . . . . . . . ~ . . . .. . . . . . . ~ . . .. . . .
•
TREE LEGEND
COMMON NAME QUANllTY SCIENllFlC NAME
QUEEN PAUM 15 ARECASTRUM
24 ROMANZOFFlANUM
UVE OAK 9 QUERCUS VIRGINIANA
RED MAPLE 7
EXISTING
CCNCREII SIDEWALK
MECHANICAL
YARD
•
. . .
..
CON DillON
TRUNK
TRUNK
CONTAINER
CONTAINER
..
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·.
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SIZE
8-12"
4-8"
4-6"
2-3.,
• CRIMSOM CREPE 18 LAGERSTROEMIA INDICA L 25 GAL
MYRTLES 13 L 10 GAL
~ GREEN MOUND 41 RIBES ALPINUM L 5 GAL
~~ HOLLY
2' CURB OPENING FOR PHL 'rME
SIDEWAU<
2' CURB OPENING FOR PHL'rME
PAD
GRAVEL TURN I•~N ===--j
LEGEND
D . . .
.
-
GROUND COVER: AJUGA
GRASS: ST. AUGUSTINE SOD (RE: NOTE No.2)
DECOMPOSED GRANITE
BLACK "MOONROCK"
NOTES:
1. REFER TO DRAWING L1-1 FOR
BASE BID REQUIREMENTS
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RE: fJI/G M-5
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SPENCER HWY
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SYMBOL
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TREE LEGEND
COMMON NAME QUANllTY SCIENllFIC NAME CON DillON SIZE
QUEEN PALM 2 ARECASTRUM TRUNK 8-12"
ROMANZOFRANUM
CRIMSOM CREPE 30 LAGERSTROEMIA INDICA L 25 GAL
MYRTI.ES
GREEN MOUND 41 RIBES ALPINUM L 5 GAL
HOLLY
MEXICAN HAIR 138 SllPA lENNUIFOLIA L ~
GRASS
LEGEND
D . - .
.
GROUND COVER: AJUGA
GRASS: ST. AUGUSllNE SOD {RE: NOlE No.2)
NOTES:
1. ENllRE SHEET IS BASE BID WllH
EXCEPllON OF AL lERNA lE No.5
2. GRASS IS IN BASE BID
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2. A TIACH FILTER FABRIC TO POSTS AND INSTALL
IT INTO THE TRENCH. BACKFILL THE TRENCH AND
COMPACT THE EXCAVATED SOIL.
__.--2" x 2" WOODEN POST
OR EQUIVALENT.
EXTENSION OF FABRIC
INTO TRENCH .
FLOW ..
GENERAL NOTES:
' <D
I
.-POST
b .
J:Z
;...::.
ALTERNATE V- TRENCH
EXTENSION OF FABRIC
INTO TRENCH.
FILTER FABRIC
FLOW .. ·
;;;; <x C
::E ::E
• <0
- I
POST
1. SET POSTS AT 4-FEET MAXIMUM SPACING. IF FACTORY PREASSEMBLED FENCE WITH SUPPORT NETTING IS USED,
SPACING OF POST MAY BE INCREASED IO 8 FEET MAXIMUM.
2. WHEN TWO SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, OVERLAP 6 INCHES AT THE POST, FOLD TOGETHER, AND
ATTACH TO THE POSTS.
3. REMOVE SEDIMENT DEPOSITS WHEN SILT DEPTH REACHES ONE-THIRD OF THE HEIGHT OF THE FENCE.
Fl. TER FABRIC FENCE
x-0-x
SYMBOL
EXTENSION OF FILTER FABRIC
INTO TRENCH.
REINFORCED
FILTER FABRIC
BARRIER
FILTER FAEI~
FLOW.,.
COMPACTED S
A
SECDON A-A PLAN
SEE REINFORCED FILTER FABRIC BARRIER DETAIL
WOOD OR
METAL BEAM
FOR REINFORCED FILTER FABRIC BARRIER REQUIREMENTS
L VARIES
1/3 L
S"kA'*hMmN
WITH SANDBAGS
4 .. INLET-
1.II 111-4+1 .1-i--2'-0"
A
L
SECDON A-A
-~
ELAN
NOTE:
TYPICALLY STRAW BALES ARE NOT RECOMMENDED FOR INLET
PROTECTION BARRIERS.
N.ET PROTECTION BARRERS
FOR STAGE I N.ETS
IIPBI
SYMBOL
EXISTING GRC>UNih
PERMEABLE SEPARATION GEOTEXTILE
FABRIC FOR FULL WIDTH AND LENGHT OF EXIT
PBOE!I E
GRADED TO PREVENT
RUN-OFF FROM LEAVING SITE
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-WAY
GENERAL NOTES:
COARSE AGGREGATE - 3" TO
5" GRANULAR FILL (BROKEN )
CONCRETE IS NOT PERMITTED
so'-o"
MIN.
PLAN VIEW
PUBLIC
RIGHT-OF-WAY
1. MINIMUM LENGTH IS AS SHOWN ON CONSTRUCTION DRA'Ii/INGS OR 50 FEET, WHICHEVER IS MORE .
2. CONSTRUCT AND MAINTAIN CONSTRUCTION EXIT WITH CONSTANT WIDTH ACROSS ITS LENGTH, INCLUDING ALL POINTS OF
INGRESS OR EGRESS.
3. UNLESS SHOWN ON THE CONSTRUCTION DRAWINGS, STABILIZATION FOR OTHER AREAS WILL HAVE THE SAME AGGREGATE
THICKNESS AND WIDTH REQUIREMENTS AS THE STABILIZED CONSTRUCTION EXIT .
4. WHEN SHOWN ON THE CONSTRUCTION DRAWINGS, WIDEN OR LENGTHEN STABILIZED AREA TO ACCOMMODATE A TRUCK
WASHING AREA. PROVIDE OUTLET SEDIMENT TRAP FOR THE TRUCK WASHING AREA.
5. PROVIDE PERIODIC TOP DRESSING WITH ADDITIONAL COARSE AGGREGATE TO MAINTAIN THE REQUIRED DEPTH OR WHEN
SURFACE BECOMES PACKED WITH MUD.
6. PERIODICALLY TURN AGGREGATE TO EXPOSE A CLEAN DRIVING SURFACE.
7. ALTERNATIVE METHODS OF CONSTRUCTION INCLUDE
-CEMENT STABILIZED SOIL: COMPACTED CEMENT STABILIZED SOIL, LIMESTONE AGGREGATE, OR OTHER FILL MATERIAL IN
AN APPLICATION OF THICKNESS OF 8 INCHES.
-WOOD MATS: OAK OR OTHER HARDWOOD TIMBERS PLACED EDGE TO EDGE AND ACROSS SUPPORT WOODEN BEAMS
WHICH ARE PLACED ON TOP OF EXISTING SOIL IN AN APPLICATION THICKNESS OF 6 INCHES .
-STEEL MATS: PERFORATED MATS PLACED ACROSS PERPENDICULAR SUPPORT MEMBERS.
STABI.IZED CONSTRUCTION ACCESS
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02-1139-01
C2-8
INITIAL
BACKFILL
HAUNCHING
BEDDING
"-- TRENCH ZONE
BACKFILL
....._-FOLD FABRIC FOR 12"
AGAINST CONCRETE
ON ALL SIDES
....-- CRUSHED STONE
EMBEDMENT
LONGITUDINAL SECTION ALONG PIPE ~
AT EMBEDMENT TRENCH DAM
NOTES:
1. MIN TRENCH WIDTH SHALL BE PIPE OD
PLUS AN ALLOWANCE "A"
FOR THE NOMINAL PIPE SIZE:
NOMINAL PIPE SIZE
18" TO 30"
OVER 30"
"A"
24"
36"
2. MAX TRENCH WIDTH SHALL BE NOT
GREATER THAN MIN TRENCH WIDTH
PLUS 24 INCHES, UNLESS OTHERWISE
NOTED.
3. TRENCH DAM MAY BE FORMED OR
UNFORMED.ACTUAL SHAPE OF
CONCRETE TRENCH DAM CROSS
SECTION MAY BE DETERMINED BY
CONTRACTOR IN FIELD, MEETING
MINIMUM THICKNESS
AND KEY DEPTH REQUIREMENTS.
4. TRENCH DAM SHALL BE PLACED
AT LEAST 5 FT AWAY FROM ANY
PIPELINE STRUCTURE.SEE
SPECIFICATIONS FOR OTHER
REQUIREMENTS.
5. PLACE TRENCH DAMS IN CLASS I
EMBEDMENTS AT THE MIDPOINT OF
LINE SEGMENTS LONGER THAN 100
FEET BETWEEN MANHOLES.
6. CEMENT STABILIZED ENTIRE BACKFILL
COMPACTED UNDER PAVEMENT.
HALF SECTION UNDER HALF SECTION
NATURAL GROUND -------+------~UNDER PAVEMENT
NATURAL GROUND PAVEMENT
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DISTANCE BETWEEN
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.......__,FILL ANNULAR SPACE
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EMBEDMENT MATERIAL
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CONDITION
BOTTOM OF AUGER PIT
AUGER PIT WIDTH
SECTION
SANTARY SEWER
BEDDtiG AN) BACKFLL
AUOER PIT AN) AOOER HOLE
N.T.S.
NOIT:
1. SELECT BACKFILL FOR RIGID PAVEMENT;
FLEXIBLE BASE MATERIAL FOR ASPHALT
PAVEMENT.
DRY BOTTOM
. .
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(SEE NOTE 1)
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.. -1
ENl VEW
=
EAST JORDAN
IRON WORKS
V-1418
41411!10&2.
MO/DAY/YR
ASTM A48 @ CL358 IJ
(QJ
(4) 1" [25mm] DIA
[ VENT 427mm] HOLES DIA ON BOLT 1a CIRCLE 3/4" '----- 1 1/4" [32mm] LETTERS BOTTOM VEW
COVER SECTION
~ MACHINED SURFACE
SMAUER MANiOLE COVER- •A•
#41418082
N.T.S.
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IR~~~b_
P.O. BOX 439
EAST JORDAN, ML 49727
1-800-874-4100
FAX 231-536-4458
GRAWN DATE
SMH 10/17/00
APPROVED DATE
MANHOLE COVER
PRODUCT NO.
41418062
CATALOG NO,
V-1418
REF. PRODUCT DRAWING
41418042
EST. WT.
COVER: 160 LBS 73kg
OPEN AREA
N/A
MAT'L SPEC.
COVER - GRAY IRON
ASTM A4B CL35B
LOAD RATING
HEAVY DUTY
MANHOLE INSERT AS MANUFACTURED BY
FOSROC, ON ALL PROPOSED MANHOLES
/~TO. 23Jk2" FRAME
AND CO
CEM. MORTAR ~~ 22" ~~
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SID. DROP STD. MANHOLE
PROVIDE "SEWER GUARD" WA TEIRTIGHT
6" MIN.
DPE 4 MAHHOLE fOR 6" TO 12" SE'I!ERS
IDENTICAL
SECTION
#2~ TO BE TIED TO
UFTING EYE EACH
JOINT
12" CONC.
SLAB BASE
48" R.C.P.
ASTM C-47a
BASE & IN\fRT
NOTES:
A. ALL PRECAST SECTIONS TO BE ASTM C-47a.
B. UFTING EYES (#2~) TO BE SET OFF GROOVE AS
SHOWN IN ABOVE DETAIL ( 4 REQUIRED PER SECTION)
AND SHALL BE USED TO TIE STD. DROP TO MANHOLE.
c. JOINTS SHALL BE SEALED WITH "RAM-NEK" OR
APPROVED EQUAL
D. NO STEPS REQUIRED IN MANHOLE.
E. DEPTH OF MANHOLE DETERMINES SECTIONS REQUIRED.
F. FOR MANHOLES 8' - 12' DEEP, USE 8" WALLS
BEGINNING a• BELOW TOP OF CASTING.
G. FOR MANHOLES OVER 12' DEEP, USE 12" WALlS
BEGINNING 12' BELOW TOP OF CASTING.
H. COAT ENTIRE INTERIOR OF MANHOLE
W/ KOPPERS SUPER BLACK PROTECTIVE
COATING MIN. THICKNESS = 25 MILS.
SANTARY SEWER
MANiOLE FOR e- TO 12" SEWERS
I
2 5/8"J--
[67MM]
L J1
NOT TO SCALE
24 3/4" DIA
[629MM]
23 3/4" DIA
[ 603MM]
22" DIA
[559MM]
25 7 /16" DIA
[647MM]
32 1/4" DIA
[a19MM]
FRAME SECTION
.I
-0
.'\
1" [25mm] DIA
HANDUNG HOLE
1 1/2"
[38Mr]
I 4 1/2"
[ 114MM]
~ MACHINED SURFACE
SMALLER MAN-IOLE FRAM: - •A•
#41418218
N.T.S.
STD. PRECAST CONC. SECTIONS
WI D (DIAM.)
~IJING EYE
~
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W1 D1
NO. L w W1 D D1 DESCRIPTION
1 4" a• a• 5.5" 5.5" REINF. CONC. RING
2 6" a· a· 5.5" 5.5"
REINF. CONC. RING
3 20" a· a· 5.5" 34" REINF. CONC. TAPER
4 16" a· 4" 34" 48' REINF. CONC. TAPER
5 6" 4" 4" 4a" 48" REINF. CONC. PIPE
6 12" 4" 4" 4a" 48' REINF. CONC. PIPE
7 24" 4" 4" 48" 48" REINF. CONC. PIPE
a 36" 4" 4" 48" 48' REINF. CONC. PIPE
9 4" a· a• 34" 34"
ADJUSTM'T RING
10 6" a· a• 34" 34" ADJUSTM'T RING
11 12" a• a• 34" 34' ADJUSTM'T RING
EAST JORDAN
IRON WORKS, INC.
P.O. BOX 439
EAST JORDAN, MI. 49727
1-800-874-4100
FAX 231-536-4458
DRAWN DATE
SBB 01/07/00
APPROVED DATE
V-1418-2
FRAME
PRODUCT NO.
41418216
CATALOG NO.
V-1418-2
REF. PRODUCT DRAWING
41418216
EST. WT.
FRAME: 1 05 LBS 48kg
OPEN AREA
N/A
MAT'L SPEC.
FRAME - GRAY IRON
ASTM A48 CL35
LOAD RATING
HEAVY DUTY
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HOURS. PRESSURE TEST OF WATER LIENS GREATER THAN
20" SHALL BE AT 150 PSI FOR A
DURATION OF a HOURS.
2. FIRE HYDRANT THREAD SIZE: PUMPER CONNECTION 4-492
SIZE = 4.492"
3. ALL WATER METER BOXES SHALL BE NOS MODEL NO.
D15AM42-DISB OR APPROVED EQUAL.
BOX NEEDS TO BE COMPATIBLE TO NEPTUNE PRO-READ.)
LOCKING LIDS WILL NOT BE ACCEPTED.
4. PROVIDE "UNI-FILANGE" OR APPROVED EQUAL PIPE .·
RESISTANT AND CASING SYSTEM ON
UNDERGROUND PRESSURE PIPE SYSTEMS.
5. ALL WATER TAPS SHOULD BE PLACED IN LINE l'llTH PROPERTY
CORNER OR PLACED HALFWAY
BETWEEN THE FRONT LOT CORNERS, OR AT PC OF CURB
RETURN IN MULTI LOT SUBDIVISIONS.
5. NOTE: FITTINGS, VALVES AND PIPE JOINTS SHALL
BE SECURED l'llTH MECHANICAL JOINT
RESTRAINTS. THESE RESTRAINTS SHALL BE EBAA
IRON 2000 PV FOR FITTINGS AND EBAA IRON
SERIES 1500 FOR PIPE JOINTS OR APPROVED
EQUAL
• ~ . t'" . ·' ·..• ' -J· " •. ;,: -- . .v ,·· .. . ... ... .' , ... . ".t: . . ' -< ~ .. ,
. ..... - I'
•. 1> .
'------ CONCRETE THRUST BLOCKING
NOTE: USE MECHANICAL JOINT FITTINGS
45" VER11CAL BEN> OR
22 112" (1116) OR 45" (118) ~OTAL BEN>®
SIDEWALK
6"x6" {14w x 14w} WELDED
WIRE MESH
PAVEMENT
1· 1'-0" · I
1J4 BARS ® 24"
EACH WAY
SEE STD. EXPANSION JOINT DETAIL
CAST AROUND TOP OF EACH VALVE BOX
A 24"x24"Xa" CONCRETE BLOCK ONLY WHEN
VALVES ARE LOCATED IN ROADS OR
SIDEWALKS.
NOTE:
ADJUSTABLE CAST IRON ALL FLUSHING AND GATE VALVES TO
RISER & VALVE BOX
(TYPICAL - NO P .V.C.
OR A.C. ALLOWED)
BE A.W.W.A. STANDARD COUNTERCLOCKI'IlSE OPENING
W/RESILENT SEATS.
---WATER LINE
VALVE ----BOX =:NSTAIJ.-N.T.-S. --ATION -__DETAL __, 0 6
ANCHOR ENCLOSURE TO PAVEMENT IN
ACCORDANCE WITH MFG'S INSTRUCTIONS
USING lYPE 316 SS CONC ANCHOR BOLTS
v I ~
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•
' "~ '
COMPACTED
BACKFILL
'--F'RECAST CONCRETE PAD
3" THRU 6" VALVES 1'-3" SQ. __ _.
a• THRU 14" VALVES 1'-6" SQ.
& SMALLER - USE MECHANICAL JOINT FITTINGS
N. T.S.
~--- FINISHED GRADE
EXTRA THICK AND
WIDE MEDPRENE
RUBBER GASKET MAIN
SIZE
16"
14"
12"
10"
a·
a·
4
MAIN
SIZE
12"
10"
a·
6"
6"
4"
NEW TABLE O
GATE VALVE
l'llTH BOX TO
BE OPEN LEFT
WATER MAIN (MUELLER
BRONZE SERIES 13400,
ROCKWELL 315 {EPOXY
COATED), FORD 101 (EPOXY
COATED) OR APPROVED EQUAL
TAPPING SLEEVE TO BE EPOXY
o COATED OR CAST IRON (NO OTHER ACCEPTED)
TOP VIEW
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.... SECTION B-B
I 1\ . .,.~~
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EMBEDMENT MATERIAL __
PER CITY OF LA PORTE
STANDARD SPECIFICA liONS
. . . . . .
. . . .
. .
. . .
. . . . .
. . .
. . . . .
. .. .
. . . · ..
. . .
. . . . ..
.....
. . .
DRY BOTIOM --<::::::_ ____ ____
WATER DISTRIBUTION MAt.l
BEDDtJG & BACKFLL FOR
-OPEN --CUT -TRENCI---ES \V (;;\
NOTE:
1. SEE CITY OF LA PORTE STANDARD
DETAIL
2. 6" MIN. FOR MAIN DIAMETER <20"
12" MIN. FOR MAIN DIAMETER >20"
N.T.S.
SECTION A-A
N.T.S.
N.T.S.
B
EBAA-AON
JONr RES~ FITTIG0.
13"
PAD-LOCKABLE
HINGEO UD IN
OPEN . POSITION
I ~
N
I
I
L • •
33" INSIDE DIM
PLAN VIEW
INSULA TED ENCLOSURE, TWO PIECE BOX
WITH PAD-LOCKABLE HINGED LID, DRAINAGE
AND GROUND ANCHOR CAPABIUlY; COLOR -
BEIGE; NORTHEAST FLORIDA ENTERPRISES, INC.
REDUCED PRESSURE BACKFLOW
PREVENTION ASSEMBLY, FEBCO
REGULA TOR MODEL NO. 825Y
OR APPROVED EQUAL
HOT BOX® MODEL NO. 1.5 OR APPROVEO EQUAL.
1--., rrr~~~-==~~~F=~====~~
L~J
II
II
I
I
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BACK FLOW
PREVENTOR
SIDE VIEW
3" MIN, TYP -
316 SS CONCRETE
ANCHOR BOLTS
& HARDWARE
PVC SLEEVE FILLED W/
EPOXY GROUT (TYP)
REOUCER
IF REQ'D
WATER UNE FROM WATER METER
SEE DETAIL, THIS SHEET
• N
~
COPPER
WATER UNE
UNION, TYP
\TOP OF CONC
\ PAVEMENT
ADJUSTABLE PIPE SUPPORT
BOLTED TO CONCRETE
~==S;:_EE DETAIL, SHEET 8
TO HOSE BIB @ LIFT STATION
SEE DET, SHT 4 & SITE PLAN
FRONT VIEW
REDUCED PREssu:tE BACKFLOW PREVENTOR NSTALI.~
,---FINISHED GRADE
;i TAPPING COLLAR OR SADDLE (STAINLESS STEEL)
'b
PVC MAIN
6" x a• ADAPTER
(AS NEEDED)
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C2-5
WHilE BACKGROND
BLUE INSET BORDER
ON WHilE BKG.
BLUE SQUARE
WllH WHilE SYM.
BLUE INSET BORDER
ON WHilE BKG.
BLUE LETlERS ON
WHilE BACKGROND
2'X2"X3/16" GALV.
STL. POST AND CAP
12" DIA X 36' DEEP
CQNCRE.lE FOOTING
(TYP.)
SLOPE WALK TO MEET
RAMP@ 1:12 MAX
(\
\l
I 5' -0"
~ I
1: 12 ER F
"' (MAX) ~
~
\ ~
~
L- CONCRETE SIDEWALK
6" CURB (DIMINISH TO
0 " AT CONSTRUCTION JT)
NOTES:
1. FINISHED SURFACE OF ALL TYPES OF WHEEL CHAIR RAMPS TO
BE GROOVED LATERALLY WITH 1/4" WIDE BY 1/4" DEEP GROOVES.
SPACED 2.1/4" C-C WITH BROOM FINISH. CONTRACTOR SHALL MAKE
ADJUSTMENTS TO RAMPS TO FIT LOCAL CONDITION.
2. ALL CUTOUTS MUST HAVE BARRICADES INSTALLED UNTIL
WHEEL CHAIR RAMPS ARE POURED, AT ACTIVE SIDEWALKS.
3. CURB RETURN RADII GREATER THAN 23 FT REQUIRE CURVILINEAR
SIDEWALK.
t 1 J -0"' 1'
/
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PARKING
l-'0:
IAC~AN ~BIE
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RED LETlERS ON-----fit~~~t--:t
WHilE BACKGROND ["No .
RED INSET BORDER PARKING 1o
ON WHilE BKG. -~-11 FIRE .I
ZONE ~
2'X2"X3/16" GALV. ----1-
STL. POST AND CAP
12" DIA X 36' DEEP
CONCRElE FOOTING -----.
(TYP.)
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6'-0" v
1XJ
I
io
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1/2" EXPANSION JOINT
(TYP)
v I ~
PER T
~)
I I I
CONCRETE SIDEWALK
STAIN CONCRETE WITH HNC STAIN GOLD GREY OR
SILVER GREY (BY SHERWIN WILLIAMS) OR EQUIVALENT
c;
STAIN AS PER A.D.A. REQUIREMENTS T.A.S. 4.7.4(2) (TYP)
X
"<' (
""
SIGN 5.1/G-1 SIGN 5/G-1 /EXISTING PAVEMENT MARKING
8' -0" (MIN)
(MATCH EXISTING)
5'-0" MIN (CARS)
8'-0" MIN (VANS)
1---------+t---MATCH EXISTING COLORS
'---WHEEL STOP
(SEE SECTION 03300)
(TYP)
1---------+t---4" WIDE TRAFFIC PAINT
STRIPE (ACCESS AISLE)
8'-0" (MIN)
SCALE: T.;;,.,Y~P,N...T..:S. :.:;IC~AL:=-:-HANliC.=....::..:::=AP=-=-'PED=::;_;;_P..:;.;;MU.IG=-=-='"~ "-=--f4\
1 /2" EXP. JT.
/
STAIN CONCRETE WITH HNC STAIN GOLD GREY OR
SILVER GREY (BY SHERWIN WILLIAMS) OR EQUIVALENT
STAIN AS PER A.D.A. REQUIREMENTS T.A.S. 4.7.4(2) (TYP)
RAMP SLOPES :----__ /
NOT TO EXCEED 1: 12
(PER ADA REQ'MTS .) t---- ------ (/)
r
0
Ulx W<~ ( "lJ
fTl
":;":~co "'
~
N
'-- 6" CURB C)
SCALE: ADA N. CURB T.S. RMtP 0
....-- STAIN CONCRETE WITH HNC STAIN GOLD GREY OR
SILVER GREY (BY SHERWIN WILLIAMS) OR EQUIVALENT
STAIN AS PER A.D.A. REQUIREMENTS T.A.S. 4.7.4(2) (TYP)
\
\
SLOPE
1/2" EXP. JT. I
v
v
-
VARIES
(6' MAX.)
N
SCALE: ADA N.CURB T.S. RMtP 0 C)
RAMP SLOPES
NOT TO EXCEED 1: 12
(PER ADA REQ'MTS.)
v "CURB
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DESIGNED: YW
CHECKED; GRW
PROJ. NO.: 02-1139-01
Sl-EET: C2-4
15 TO 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE
SHEETING 4x12
OVER 20 (E) ALL KINDS OF CONDITIONS 3x6 CLOSE
SHEETING 6x8
1. TRENCH JACKS MAY BE USED IN LIEU OF, OR IN COMBINATION WITH, CROSS BRACES. SHORING IS NOT
REQUIRED IN SOLID ROCK, HARD SHALE, OR HARD SLAG AD DETERMINED BY GEOTECHNICAL ENGINEER.
WHERE DESIRABLE, STEEL SHEET PILING AND BRACING OG EQUAL STRENGTH MAY BE SUBSTITUTED FOR WOOD.
( ) DESIGNATION FOR PROPOSAL (BID) PURPOSES
( * * ) FROM OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P.
2. SIZE OF TIMBER MEMBERS ARE ROUGH CUT TIMBER DIMENSIONS (FULL SIZE)
MAXIMUM
SPACING
FEET
4
4
4
4
4
4
4
4
4
TIMBER TRENCH SHORING
'
CROSS BRACE
STEEL PILING
1' MIN.
UNSHORED
TRENCH
*
STEEL SHEET PILING
PENETRATION AS DETERMINED
BY CONTRACTOR'S REGISTERED
PROFESSIONAL ENGINEER
STRINGER
TRENCH JACK
TRENCH JACK
AND STRINGER
PROJECTED MAXIMUM ALLOWABLE
SLOPE DETERMINED BY
GEOTECHNICAL ENGINEER
NOTE: CLAYS, SILTS, LOAMS, OR
NON-HOMOGENEOUS SOILS
REQUIRE SHORING AND
BRACING
*
UPRIGHT
PENETRATION AS
DETERMINED BY
CONTRACTOR'S REG.
PROF. ENGINEER
MAXIMUM--
ALLOWABLE
SLOPE
(DETERMINED
BY GEOTECHNICAL
ENGINEER)
TOP OF TRENCH BOX
TRENCH BOX
TRENCH SAFETY SYSTEM DETALS
N.T.S.
SIZE AND SPACING OF MEMBERS
CROSS BRACES 1
WIDTH OF TRENCH
UP TO 3 3 TO 6 6 TO 9 9 TO 12 12 TO 15
FEET FEET . FEET FEET FEET
INCHES INCHES INCHES INCHES INCHES
2x6 4x4 4x6 6x6 6x8
2x6 4x4 4x6 6x6 6x8
4x4 4x6 6x6 6x8 8x8
4x4 4x6 6x6 6x8 8x8
4x4 4x6 6x6 6x8 8x8
4x4 4x6 6x6 6x8 8x8
4x6 6x6 6x8 8x8 8x10
4x6 6x6 6x8 BxB 8x10
4x12 6x8 Bx8 8x10 1 Ox1 0
4x12 BxB 8x10 10x10 10x12
* * ALTERNATE SYSTEM
- . -
MAXIMUM SPACING
VERTICAL HORIZONTAL
FEET FEET
4 6
4 6 .
4 6
4 6
4 6
6
4 6
4 6
4 6
4 6
GENERAL NOTES:
1. TRENCH SAFETY SYSTEM TO MEET, AS A MINIMUM, THE REQUIREMENTS
OF OSHA SAFETY AND HEALTH REGULATIONS PART 1926, SUBPART P
AND Q.
2. THE CONTRACTOR MAY ELECT TO USE AN ALTERNATE SYSTEM TO THE TIM-
BER TRENCH SHORING SHOWN IN THE TABLE. THE ALTERNATE SYSTEM, BE
IT A TRENCH BOX, STEEL SHEET PILING, TRENCH JACKS OR A COMBINATION
OF THE ABOVE, MUST BE CERTIFIED BY THE CONTRACTOR'S REGISTERED
PROFESSIONAL ENGINEER THAT IT PROVIDES EQUAL OR GREATER PROTEC-
TION THAN THE TIMBER TRENCH SHORING SHOWN ON THIS DETAIL SHEET.
3. CONTRACTOR SHALL PERFORM DAILY TRENCH SAFETY SYSTEM INSPECTIONS
TO INSURE THAT THE SYSTEM MEETS OSHA REQUIREMENTS AND IS APPRO-
PRIATE FOR SPECIFIC SITE CONDITIONS OF THE OPEN TRENCH. INSPEC-
TIONS ARE REQUIRED AFTER RAINSTORMS OR ANY CHANGE IN CONDITIONS
THAT MAY INCREASE THE POSSIBILITY OF A CAVE-IN OR SLIDE.
4. IN THE EVENT THAT TRENCH UPRIGHTS CAN NOT BE PLACED BELOW TRENCH
BOTTOM AS SHOWN ON DETAIL, CONTRACTOR MUST PROVIDE ENGINEER WITH
PLANS THAT DEMONSTRATE THAT THE UPRIGHTS WILL BE BRACED AND
MAINTAINED IN A VERTICAL POSmON.
5. WHERE THE TRENCH SAFETY SYSTEM CROSSES A UTILITY, THE UTILITY
LINE MUST BE ADEQUATELY SUPPORTED TO PREVENT ANY DAMAGE. IN
ADDITION, IN TRENCHES WITH CLOSED SHEETING, THE UPRIGHTS MUST
SURROUND THE UTILITY. OPEN TRENCH SHEETING SPACING MUST BE
ADJUSTED AS TO NOT EXCEED THE MAXIMUM ALLOWED SPACING.
(NO SEPARATE PAY)
6. TRENCH SHALL BE DRAINED AS REQUIRED SO WORK MAY BE ACCOMPLISHED
SAFELY AND EFFICIENTLY. IF NECESSARY, INSTALL DEWATERING SYSTEM
TO PROVIDE A DRY TRENCH BOTTOM. DELIVER DISCHARGE FROM SYSTEM TO
NATURAL DRAINAGE CHANNEL OR TO STORM DRAINS.
7. IN TRENCHES FOUR FOOT DEEP OR MORE, CONTRACTOR TO PROVIDE ADE-
QUATE MEANS OF TRENCH EXIT SUCH AS LADDER OR STEPS AND THEY
MUST BE LOCATED SO AS TO REQUIRE NO MORE THAN 25 FEET OF
LATERAL TRAVEL.
8. MEASURE "PERMANENT TIMBER TRENCH SHORING" BY LINEAR FOOT OF
TRENCH PROTECTED. PAYMENT IS BY STATED SAME LINEAR FEET OF TRENCH
PROTECTED EARTH CONDmONS NOTED IN THE PROPOSAL (BID).
9. STRINGERS AND BRACES TO BE SECURELY FASTENED.
10. TRENCH SHORING SYSTEM HAS BEEN DESIGNED WITH NO ALLOWANCE
FOR LIVE LOAD SURCHARGE. IF LIVE LOAD SURCHARGE IS ANTICIPATED
IT SHALL NOT BE PLACED WITHIN 2 FEET OF EDGE OF TRENCH AND CONTRAC-
TOR'S REGISTERED PROFESSIONAL ENGINEER SHALL DESIGN TRENCH SHOR-
ING SYSTEM TO ACCOMMODATE THE ANTICIPATED LIVE LOAD SURCHARGE.
11. TIMBER SIZES ARE BASED ON STRESSES OF 1650 PSI FOR EXTREME FIBER
IN BENDING AND 1450 PSI FOR COMPRESSION PARALLEL WITH GRAIN.
12. EARTH TRENCH CONDITIONS FOR THIS PROJECT ARE ANTICIPATED TO BE
AS SHOWN IN THE GEOTECHNICAL REPORT AVAILABLIE FROM ENGINEER.
13. TIMBER TRENCH SHORING TABLE SHOWN ON THIS DEATIL SHEET IS GOOD
FOR PIPES WITH O.D. OF UP TO 4.8 INCHES. THE DESIGN ENGINEER SHALL
PROVIDE SEPARATE DESIGN FOR PIPE WITH O.D. LARGER THAN 48 INCHES .
14. SLOPES FOR EXCAVATIONS SHALL BE AS FOLLOWS:
A SOLID ROCK, SHALE OR CEMENTED SAND & GRAVELS = 90'
B COMPACTED ANGULAR GRAVELS = 1/2 : 1
C RECOMMENDED SLOPE FOR AVERAGE SOLIDS = 1 : 1
D COMPACTED SHARP SAND = 1 1 /2 : 1
E WELL ROUNDED LOOSE SAND = 2 : 1
15. CLAYS, SILTS, LOAMS OR NON-HOMOGENOUS SOILS
REQUIRE SHORING AND BRACING. THE PRESENCE
OF GROUND WATER REQUIRES SPECIAL TREATMENT.
.------·-
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05-19-2008
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YW
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02-1139-01
C2-3
3/8"
MATCH JOINT LOCATIONS IN
EXISTING CONC. P.WEMENT
(JOINTS TO BE SPACED APPROX. 20' O.C.
MAY SUBSTITUTE PREFORMED METAL STRIP)
SAWCUT CONTROL JONr {;;'\
----------<~
....--TYPICAL GROOVE
END, RE: DETAIL
:r::><-- FOR CONCRETE PIPE
REINFORCED SEE SCHEDULE
Specifications
CONCRETE :. Class 1 concrete with design strength of
4000 PSI at 28 days. Umt is of monolithic
construction and is designed conforming to
ASTM C-76 Class Ill, Wall B. .
REINFORCEMENT: Grode 60 reinforced. Steel rebor conforming to
ASTM A185 on required centers or equal.
JOINT SEALANT : An asphalt based mastic shall be used at the tongue
and groove ends to provide a watertight seal.
I
36"
-
#4 CONTINUOUS
TOP F CURB---..,. BAR REQ'D. -,
f"TOP '--OF 3~ r '
8
CONC. S 'AB ) #A-3 305 w/ASTM DEF. /
NOTE: NO STRAIGHT CURB DOWELS ALLOWED.
<:m
>-- ,_
00
_r.n J _r.n J
-TYPICAL --CONCRETE -,--ClflB -REN=--ORCIG --0 (;;;\
'---TYPICAL TONGUE
END, RE: DETAIL
NOTE 3
SEE'
TABLE 1
d • ~ •
A -'A. "'· "' ·.
•
A • ..d • .d
. • A • A
'..j·4 •• '..:::::!4
• d • ~
'.-::::!·.!! '-<lL!·
• 4 • • ••• 4
SEE TABLE 1
3/4' BOARD EXPANSION
JOINT FILLER
PIPE
SIZE
1.0. 0.0.
12" 16"
15" 19t
18" 23"
24" 30"
30" 37r"
36" 44"
42" 52"
48" 58"
SECTION
GROOVE
DIMENSION SCHEDULE OF C-76 TONGUE & GROOVE PIPE
JJ
TONGUE
TYPICAL END DETAIL
AVAILABLE
LENGTHS
WT. / FT REINFORCEMENT
WALL
THICKNESS
WT
TONGUE
LENGTH
TL
GROO
DEPTH
GO
SLOT DIM
A B
QUANTITY
L.F.
100 LBS 4' OR 6' W 2.0x2.5 3"x8" 2" 2" 2" 131" 14w"
125 LBS 4' OR 6' W 2.0x2.5 3"x8" 2r" 2w" 2w" 16i" 17y
160 LBS 4' OR 6' W 2.0x2.5 3"x8" 2i" 2r" 19p" 20i"
260 LBS 4' OR 6' W 2.0x2.5 3"x8" 3" 2y" 2s" 26y 27y"
395 LBS 6' W 3.0x2.0 2"x8" 3p" 3y" 3i" 31 8 11 33y"
520 LBS
743 LBS
838 LBS
• ' /J • .d~
SEAL
.<! . .
6' W 3.5x2.0 2"x8" 4" 2" 2r" 32s" 34y"
8' W 3.5x2.0 2"x8" 5" 4" 2r" 52" 52r"
8' · W 3.5x2.0 2"x8" 5" 4i" 4s" 52" 52r"
GAUGE
PLASTIC TUBE
.·.-,
'
~1~L-THRU~~~~~------------~f2'
N.T.S. \V
NOTES:
1. STEEL TO MEET ASTM STANDARD SPECIFICATIONS
FOR CONCRETE REINFORCING BARS. UNITS TO BE
SPACED ON 12" CENTERS
2. EXPANSION JOINT TO BE PLACED AT THE END
OF EACH CURB RADIUS AND SPACED AT A
MAXIMUM DISTANCE OF 80 FEET
3. CENTER DOWEL HORIZONTALLY ON JOINT
PRE-MANUFACTURED
JOINT PLATE
4. CENTER DOWEL VERTICALLY IN CONCRETE
BASE. EXTEND THICKENED CONCRETE AS
NEEDED TO MAINTAIN 3" MIN COVER
DOWEL TYPE EXPANSION .JOM"
TABLE 1
PAVEMENT DOWEL SIZES AND SPACINGS
THICKNESS DIAMETER LENGTH SPACING
(IN) (IN) (IN) (IN)
6 3/4 18 12
7 1 18 12
8 1 18 12
9 11/4 18 12
10 11/4 18 12
11 11/4 18 12
12 11/4 18 12
1 " 1"
2"
PLAN - JONr PLATE
1/4" DIA
DOWEL DIA +1/16"
ELEV A110N - JOioJT PLATE
~-·L · ~-- ~-• · 4 . 1~--. 4 ·' , .d .·4 •. •
- !! • ·e •·. ·-'"'
• -4 • -Lj" '4 ••• 4 -. -. - •
'd . 4 . •
. 4 •.::J'4 •••
SECTION
DEFORMED METAL STRP
1/2" JOINT SEAL
AS SPECIFIED
. .
• A
.d • .d •4 •
• • • • 4
SECTION
CONSTRUCTION JONr SEAL
----EXPANSION ---Atl) -CONSTRUCllON ---JONr -DETALS \V (;\
1 1/2"
[38MM]
L
t
36" DIA <
(762MM]
29" DIA
~[603MM]
'\)
II
(1) 1" (25mm) OIA
HANOUNG HOLE
r [13MMJ 1/2" I
I 6"
[152 MM]
EAST ~~~?JORDAN, Ill. it£ 4977:1
1-800-874-4100
FAX 231-536-4468
DRA\\tl DAlE
PFB 10/11/01
APPROVED DAlE
MANHOLE FRAME
PRODUCT NO.
41814010
CATALOG NO.
V-1814
REF. PRODUCT DRA\IlNG
41814010
EST. wr.
FRAME: 125 LBS 57kg
OPEN AR£A
N/A
IIA 1'L SPEC.
FRAME - GRAY IRON
ASlM A48 a.35
L 22"DIA ==J 1
[559MM]
23 3/4" DIA
[603MM]
24 3/4" DIA
[629MM]
LOAD RAliNG
HEAVY DUTY
...J MACHINED SURFACE
,--t-1/4" [32mm] LETlERS
r-1[41 1" [25mm] CIA
HOL£S
'--f'114" [32mm]I.EI1ERS
I QAAi!f I
BOTTOM VEW
OF COVER
jl-r--- 31 [810MM] 7/8" DIA -----;•
1
_l
V?' vwzz?ZttZZZZZZZZZZ?t?zGzznt
2 1/2" j 23" DIA 7'1_1 1/2"
[64MM] (584MM] [3BMM]
COVER SECTION
...J MACHINED SURFACE
LARGER MANiOLE COVER - "B•
#414 N.T.S. I I ! 8
IR~~~.P.O. BOX 'rNC. 439
EAST JORDAN, MI. 49727
1-800-874-41 DO
FAX 231-536-4458
DRAWN DATE
SBB 03/09/01
APPROVED DATE
MANHOLE COVER
PRODUCT NO.
41420095
CATALOG NO.
V1420
REF. PRODUCT ORA WING
NA
EST. WT.
COVER: 275 LBS 125kg
OPEN AREA
N/A
MAT'L SPEC.
COVER - GRAY IRON
ASTM A48 CL358
LOAD RAllNG
HEAVY DUTY
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DATE: 05·19-2008
DRAWN: XF
DESIGNED: YW
CHECKED: GRW
PROJ. NO.: 02-1139-01
SHEET: C2-2
EXCAVA110N "' ff 3•-o• fi'
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\ \ ";.. '"<-' .
\
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y
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FRAME
2'-6"
SEC110N y.y
STD. FRAME & COVER SHALL BE
VULCAN #S. VM 19 MOD-32" COVER (OR APPROVED EQUAL)
VM. 18 MOD-23 Jf' COVER (OR APPROVED EQUAL)
b
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-TRIM STEEL 8 ~
& GROUT N~
;x: 'T-f.1.5 SACK CEMENT PER CUBIC ~ B,.:
fu I YARD STABILIZED BACKFILL ~ '1l o
~ AROUND MANHOLE (NO EXTRA 1:1 oi
g I PAY) COMPACTED IN 12" LIFTS. i5 !;i' t;J
If) I ::!: _. w
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"-"'u.
Ofr:o
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NOTE: ~ z<
0
'--'--''-'--''---' -~-'__,-=._1., BRICK WAU.S 12•-Cf __ _:::0'-'"'"--''----L.
PROFILE
TYPE ·c:.T.~
BELOW TOP CASING
TO BE 1 :1' THICK.
2. ALL BRICK CONSTRUC110N
SHALL USE APPROVED
RED KILN FIRED BRICK.
W/1/:1' MORTAR INSIDE
ANO OUTSIDE OR CONCRETE
BRICK W/1/'l' MORTAR
INSIDE AND OUTSIDE. JOINT SEALANT, HOT POURED RUBBER
ASPHALT (TEXAS S.D.H.P.T. ITEM
360.2 (8) CLASS 2) FLUSH WITH
PAVEMENT SURFACE (1YP)
PROP. CONCRETE
PAVEMENT
X
2'-5%"
DDDDDD
DDDDDD
DDDDDD
DDDDDD
DDDDDD
X
REINFORCED CONCRETE
ON-SITE SOIL BACK FILL
TO BE PLACED IN 6"
LAYERS & COMPACTED TO
95% MAX. DRY DENSITY
ASPHATIC CONC.
~~~::iF'HA.LT TOPPING
BASE REPLACEMENT SHALL
'--J:u:- CRUSHED LIMESTONE
MINIMUM 6".
'4---·2 SACK CEMENT STABILIZED
SAND BACKFILL COMPACTED TO
95% MAX. DENSITY
GRATE PFE BEDDtiG DETAL
1 "
1!ia" (TYP.)
#4 BARS @ 12" --,
O.C.E.W .
,----,FINISH GRADE
5", 6" OR 7" CONCRETE PAVEMENT
6" LIME TREATED SUBGRADE (LTS)
6% LIME BY DRY WEIGHT. (SEE NOTJE BELOW)
NOTIE: EXTIEND SUBGRADE ONE FOOT
OUTSIDE THE PERIMETIER OF
THE PAVEMENT
CONCRETE PAve.t:NT SECTION ®a·
NOT TO SCALE
HOT POURED
ElASTOMERIC
-Hf-"3L/4" 1/4 "R
11" VARIES
~PF~£~N~P~AVED~~~~~S~------~f3'
N.T.S. \:::..J
7"
#4 @ 12" O.C.E.W.
@ CENTIER OF SLAB
NEW PAVEMENT
•• ••
4" B"
NOTE: INSTALL PAVEMENT HEADERS AT ALL
PERIMETER LINES OF NEW PAVEMENT.
#6 DEFORMED BAR
@ 12" o.c.
TO MATCH REINFORCEMENT
GRADE
fl5 CONT.
THIS SHEET
EPOXY #6
,.., . ..- --.- :_c-
·r;.:~X1-~;-L
-\:: ~:~\\~\~:
..... _.__..a.··-·
PROPOSED CONCRETE
PAVEMENT---..
_ SEALANT IN 3/B" THK
BY 1 /2" DEEP SAWCUT
NOTIE: MATCH JOINT LOCATIONS IN EXISTING
CONCRETE PAVEMENT, MIN SPACING OF 20' O.C.
~N~OT~TO~SC~M£~=CONTROL JONT -~~~------------------[-;-;~~ '\
•' .• 17 ' ·" • ' ~
' 17
. < • '' 'v
> -4 '
.."1- .. • . . •( I
•· ' : • 'V ~ • ' . . .
. .
' . - . . .
18" GA. KEYED METAL_/
OONST. JOINT
·_ . tl
· SEE CONCRETE
PAVEMENT SEC110N
'
' ..
•
.. •
•
t>" I• \7··- •
' . / . •• ••
i.,REINF. BAR 30"
LONG@ 18 • C-C
(CENTER ON JO\Nl)
CONSTRUCTION JONr (;;\
---'--------~~
>
•
~~~F8fCEMENT
UNDERCUT
(SEE DETAIL 13 #6 BAR-.../
CONTINUOUS
3/16"
~ ~ 11/2"
NOTE: WHEN CONCRETE CURB IS TO BE
PLACED ON EXISTING CONCRETE BASE
fl3 DEF BARS, 36" C-C DOWELLED AND
SET IN SULPHUR, OR QUICK SETIING
CEMENT.
I
I.
3" le-7\-11+---- #4 CONTINUOUS
LONGITUDINAL BAR
CONCRETE PAVEMENT
: I :· . . . ,. . . . :. ~
I .. . . ... .. . . . ~ ., . . . . " .. . _. _ ,_ .. __ . _
~-------------~---------
MORTAR FINISH NOT REQUIRED WHEN CURB IS POURED
BY A MACHINE, BUT CURB WILL HAVE THE SAME
OUTSIDE DIMENSIONS
1. INSTALL REDWOOD EXPANSION JOINTS AT
ALL PAVEMENT EXPANSION JOINTS
2. FOR PROPOSED CURBS PLACED ON EXISTING
CONCRETE, DRILL EXISTING CONCRETE AND
SET 10" LONG #4 BARS AT 24" O.C. IN
EPOXY OR QUICK SET CEMENT.
_CONCRE _____ TE __ CURB _________ --1®
I. .
...
llOTES:.
F~ s• 1!:: 1' PAV!NG USE 1/1."
. ' Ci:r'ORME!l 8AAS, 24• D-C. lO" IN'S.
Jill. RSIIroRtll'.'tl Stm S!W.l.. COIIfW.M ;a
A.s.T.f.L t.'¢. A-1 s-&n mo A-JCS-531: UJ> S!"JCES
Til 6£ A !JIMUW CF 10 N::-r::5. STA!l!l<R SR.!c<:5 lN
PDJ!.COO 6/<RS-
ThE !..llCIJ:-t« C!? CCNSIRUCllO!I .JO!h'l'S ft.!l!)
D€fOlW!l) I.Ei.eL sn;:PS UAY et V/>m:D. Wffil orE
1-.~IN. OF 1ht: Cl;!£CTQR
18" LAP
MINIMUM
OF PUSUC \l1JRKS. 10 SIJIT !li( ?Rtf'OSED COOSTRUC't.C!I
hl01i00S 0!' tHE tCm!W:TD~ mE !!Al<lll'Jl! -n;orr~
5\2o·-;"i'lml o· to~(;I;UCWJ. JOffiS SWll. Mlf E)<ca:Il
s::E A!lOillONIJ. l'AWIG NOTES ON TH:S S!!EET •
•
i
PAVING . - PANEL FOR 5". 6" & 7': PAVEMENT
® ~C110N JOiNT
.:?ECTION
2'
@H~:;;;ET;;::10 i*; AI;i~a,~.,U::.:N.::D:::.:ER=C:..:UT-=--=B"-'A"-'-R--
6' ¢ STANDARD STEEL
.,--PIPE FILLED \/I CONC.
PAINT TRAFFIC YELLO~
2./V COATS OF REFLECTIVE
~sAFETY YELLOW' EPOXY
ONE \/RAP Of
30# ROOFING FELT
STRUCTURE
-''--®
GUARD
POST
8.QLLA8D_.DEIAIL
N.L cn-ER NOTES OR SP£C1F1CA1JON R!Qti<Rt:ml'o'TS I.'!E SUP<RSEOED
9r mE Rllt.OI'Ili<G REQ'J~.
:. 6 !UCH :1500 P5l
RCJNfO!lC!l> cc;<CRf:lt 'll1TH §4 8/11!$ 24 =><ES C~ IS THE i.!Nll~
o\CCEPTNl'.£ l'AVUIOO CONS!Il\ICllQP< fOR RZS'm:tmAL Sll&:iS A'ID
CC\I~lERC!AV:i~ t;R!IIE'{;A'!'S.
2. 7 !llCH ;!500 PS1 ,
w.JNFPRC!:l> co~'CRErE V>ml f'- I'WlS 24 mcm:s c-c IS n.r:: Mt<ll.l.tR;I
o\CCEPTA!lt£ PAVEMENT COilSTRVCTICl-1 FOR CCu.Em'Oll NIO
WOROOQW'AAE SI!UlS.
J. 6 Ul£ild ... SACK CEl!SNr I'D! CUBIC YMm CctiC!lOt. 2000 !'S!
R$NI<Jm."W CO!lel!Elt Vlml f4- !WIS :1.4 INCHES C-C OR.
iJ l>fflS ~ IS" C-C lli tHE Ml!ill.lU!I ACCE!'Tm.t P..wa!!NT ~
~R R£SilleiM. !l!IM:ll'A'!S All() CURBS.
4. !'M.JJI!!: 1't1 MEET tm: RElllliR&.!OO'S il-:RO'JC!! '!HE T£S11NS ~RE
mLL S!l!.T !!l 1Hl!: !£1EC'l'·CN Of' 1WJ I'ORT.ON liED.<!D W 8£
!)Ul~!lT.
5. ;HE f'flCPOS!ll PAVElWT ilEPnlS S!lOTill. ON !lif P!A't 00111,. ~_!F CCN-
S!Sl"E'NT Y!t1H ~ NOlt:S,. SH.(.U. BE: USSl 1:1 '-~~ n!E- R£u-..;lttt.-
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GRW
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SHEET: C2-1
:T :;!=·~==-===--:INDICATES SEWER EASEMENT WATER
20' W.S.E.
•
DmNTION VOLUME ANALYSIS:
INDICATES DRAINAGE AREA DMDE
PROPOSED STORM SEWER
AND MANHOLE
EXISTING STORM SEWER
AND MANHOLE ·
PROPOSED STORM SEWER,
1YPE "A" INLET
EXTREME EVENT AAROW
PAVEMENT HIGH POINT
PER CITY OF LA PORlE DESIGN STANDARDS FOR DETENTION BASIN,
A DEVELOPED AREA OF3 TO 10 ACRES WILL USE A STORAGE
COEFFICIENT OF 0.45 AC-FT PER ACRE.
9.135 AC x 0.45 AC-:-FT/AC=4.1 AC-FT
FLOOD PLAIN MITIGATION INCREASES THIS STORAGE VOLUME BY 2.6
AC-FT.
4.1 AC-FT + 2.6 AC-FT = 6.7 AC-FT REQUIRED DETENTION
Top ... Top ... ...
. .--
Plpa
&<> -
T .. C.. St.abQr.ade
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' \ ·,.\ ....._ A, A. ...._ ........... / . ·' ., •• ~.· !'\. . -"·-.. "' ·''.. ....-;, .,.__ ~'"•--. ,•-.... ,..<. ,."·. ,, /'--. ~~... ,.., .--'··. . ... ..._ .. : ........ - ...........
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"· -.-. ... --"' ........ .... _..... ........ .._ ... . . ,. ......
B!iNCHMAR!<;
HARRIS COUNTY 1'1.000 PLAIN
REFERENCE MARK 010305
NA VO 88, 2001 ADJUSTMENT,
ElEVATION 23.12 FEET ·
CllY OF LAPORTE
HARRIS COUNTY, TEXAS
POLICE DEPARTMENT
DRAINAGE PLAN AND
3-YR STORM CALCULATIONS
WA~ROJECTNO. 1058-0001
DAA~ JAS llESIGil: JAS DA'I£1 5-5-00
~~
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{ ~ ~----------~----------------~----------------------------~--------~~~,-~ ~--~----------------------------~------~-
EXISTNG STORM SEWER DRAI'JAGE PLAN & 3-YR STORM CALCULATIONS0
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SHEET: C1-6
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COURT BUILDING I
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11,350 SF
1 STORY CONC.
PANEL-BUILDING
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EXISTING ,uw.rlTION POND
APPROX. 131'' EAST OF PROP. CURB
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LOCATION)\
TOP-18.58 :~ •-•'/.>;:/ ___........---1
36"RCP FL=12.60 (S) TBM~18.55 ___........---I EXIST. ABER CABLE (APPROX. LOCAmN)
___........---1
SPENCER HWY _, __________ , ..-------'
- T --T -!---;:;-;-:. TJ - T - }, 1 - T
EXIS! sse 11-MCD (APPROX. LOCATION)
1
r,r MHs (WEST MAIN STREET) (R.O.W. VARIES)
'-- :STOI~M INLET
DRAtiAGE PLAN & 3-YR STORM CALCli..ATIONS {;\
----------------~0
I
SEE SHEET C1-6 FOR EXISTING STORM SEWER DRAINAGE PLAN & DETENTION VOLUME CALCULATIONS
SCALE: 1"=20'-0"
N
0 10 SCAI.£ 20 8" FE£1? 40 (')
I I
- I -
,'~ET
36"RCP FL 14.21 (S)
!---+---- I .. I I ___ j_l_-+-·----l-------1f--+--+---+---+--.....,--,---,--..,---,---,----+-------------f---t---+-----+----+----+-----l
FhiJect CITY OF LA PORTE COURT BUILDING i I i i
Job No.: 02-1139.01 I I I I I ! i
By: YW I I Cate: March 20,-2008 i I ---- -"··"-- i i l i i
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Flowline Flowline Elevation of Bevation of Top of Top of Pipe to Top Pipe to
Sum of Sum of Intensity Sum of Time o Reach Design Design Manhole Bevation Elevation Actual Hydraulic Change Hyd. Grad. Hyd.Grad. Pavement Pipe of Pavement Subgrade
Area INLET INLET Area Area C Flows Cone. Length RiSe Slope Manning' Capacity Velocity Fall Drop Upstream Downstream Velocity Gradient in Head Upstream Downstream Cover Cover
Designation From To acres acres Value CA C'A (in/hr} (cfs) (min) (feet) (inch) % "n" (cfs) (ftlsec) (feet} (feet) (feet) (feet} (ftlsec) % (feel) (feet) (feet) (feet) (feet) (feet) (feet)
A1 1-1 1-2 0.14 0.14 0.85 0.12 0.12 5.38 0.64 10.0 73 12 044 0.013 2.36 3.01 0.32 0.00 17.89 17.57 2.56 0.03 0.02 18.21 18.19 22.06 19.06 3.00
2.00
A2 1-2 1-3 0.15 0.29 0.85 0.13 0.25 5.31 1.31 10.5 78 12 0.44 0.013 2.36 3.01 0.34 1.65 17.57 17.23 3.09 0.13 0.11 18.19 18.08
22.62 18.74 3.88 2.88
B1 1-4 1-5 0.14 0.14 0.85 0.12 0.12 5.38 0.64 10.0 73 12 0.44 0.013 2.36 3.01 0.32 0.00 17.84 17.52 2.56 0.03 0.02 18.27 18.24 22.01 19.01 3.00 2.00
B2 1-5 1-8 0.13 0.27 0.85 0.11 0.23 5.31 1.22 10.5 79 12 0.44 0.013 2.36 3.01 0.35 2.02 17.52 17.17 3.03 0.12 0.09 18.24 18.15 22.30 18.69 3.61 2.61
C1 1-7 1-8 0.18 0.18 0.85 0.15 0.15 5.38 0.82 10.0 73 12 0.44 0.013 2.36 3.01 0.32 0.00 16.76 16.44 2.74 0.05 0.04 18.29 . 18.25 20.93 17.93 3.00 2.00
C2 1-8 1-9 0.17 0.35 0.85 0.14 0.30 5.31 1.58 10.4 78 12 0.44 0.013 2.36 3.01 0.34 1.00 16.44 16.10 3.22 0.20 0.15 18.25 18.10 21.22 17.61 3.61 2.61
01 ~10 1·11 0.06 0.06 0.85 0.05 0.05 5.38 0.27 10.0 73 12 0.44 0.013 2.36 3.01 0.32 0.00 15.83 15.51 2.00 0.01 0.00 17.74 17.73 20.00 17.00 3.00 2.00
02 1-11 1-12 0.04 0.10 0.85 0.03 0.09 5.29 0.45 10.6 78 12 0.44 0.013 2.36 3.01 0.34 0.11 15.51 15.17 2.32 0.02 0.01 17.73 17.72 20.65 16.68 3.97 2.97
E DS-1 MH 1 0.13 0.13 0.95 0.12 0.16 5.38 0.87 10.0 43 8 0.75 0.013 1.05 3.00 0.32 3.71 19.80 19.48 2.78. 0.52 0.22 18.49 18.27 23.50 20.47 3.03 2.03
E DS-2 JB-1 0.04 0.04 0.95 0.04 0.04 5.38 0.20 10.0 20 8 0.75 0.013 1.05 3.00 0.15 1.95 19.80 19.65 1.83 0.03 0.01 18.71 18.70 23.50 20.47 3.03 2JJ3
-
BENCHMARK
"D" CUT IN TOP OF 2ND STORM INLET EAST OF 23RD STREET AND
ON lHE NORlH SIDE OF SPENDER HIGHWAY, APPROXIMATELY 28'
SOU1H\\£ST OF A PO\\£R POLE, APPROXIMATELY 71' SOUlHEAST OF
A flBER OP~C CABLE MARKER AND APPROXIMATELY 108' \\£ST OF
A SIGN, SHOWN HEREON.
ELEV.=18.58
CONTRACTOR SHAll AELD lft:RIFY SURVEY INFORMATION AND DATUM
PRIOR TO COMMENCING CONSTRUCTION ACTIV1TIES. NO~FY
ENGINEER IN 1'/R/TING OF ANY DISCREPANCIES.
LEGEND
/ J ~.--JNDICATES _./"1NDICATES MANHOLE/ DRAINAGE INLET SYSTEM NUMBER
f--(XX..J;-(~
~lQ (xy( _____ ,
INDICATES ACCUMULATED C.F.S. 3/YEARS
-.NDICATES ACCUMULATED ACREAGE
-~o MH ON EXIST. STORM SEWER
0 JUNCTION BOX
lllll TYPE "A" INLET
-I- PAVEMENT HIGH POINT
EXTREME EVENT ARROW
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C1-5
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36"RCP FL=14.21 (S)
CONCRETE
DRIVE
EXISTING ,DETEI~TION POND
APPROX. 131'' EASf OF PROP. CURB
LEGEND
BENCHMARK
•o• CUT IN TOP OF 2ND STORM INLET EAST OF 23RD STREET AND
ON llHE NORlH SIDE OF SPENCER HIGHWAY, APPROXIMATELY 28'
SOUllHWEST OF A P0\\1ER POLE, APPROXIMATELY 71' SOU11HEAST OF
A FIBER OPTIC CABLE MARKER AND APPROXIMATELY 106' WEST OF
A SIGN, SHOWN HEREON.
ELEV.=1B.5B
CONTRACTOR SHALL FIELD VERIFY SURVEY INFORMATION AND DATUM
PRIOR TO COMMENCING CONSTRUCllON AC]VIllES. NOllFY
ENGINEER IN WRITING OF ANY DISCREPANCIES.
I p 8 INLET PROTECllON BARRIER
D
RFB
-X-X-
FILTER FABRIC FENCE (TO BE LAID OUT/CONSTRUCTED IN
FIELD PER FIELD COND1110NS)
RBNFORCED FILTER FABRIC FENCE (TO BE LAID
OUT /CONSTRUCTED IN FIELD PER FIELD CONDillONS)
STABIUZED CONSTRUC110N ACCESS
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05-19-2008
XF
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CHECKED:
PROJ. NO.:
SHEET:
GRW
02-1139-01
C1-4
0
1+00
1-4" IRRIGATION SLEEI£
2+00
LINE A
HORJZ: 1"=50'
VERT: 1"=5'
3+00
+
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6' CURB
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LINE 8, SEE PROFILE ABOVE
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EXIST. 4' IP PlA (APPROX. LOCA110N)
SIGN
131
+
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SPACES
EXIST. RBER CABLE (APPROX. LOCAmN) ( 45 M.P.H.) j
STORM INLET
TOP~1B.29
JO" FL=11,79 (S)
GRATE INLET
TOP=21.34
30"RCP FL-15.52
STORM INLET
TOP=18.58
EXISTING
POLICE DEPARTMENT
BUILDING
+ 4' DIA. SAN MH. BY OTHERS
".e& w/GASKETEO & BOLTED COVER
6" FL~15.50 (W)
4'-6'
20'
' "'
36"RCP FL~12.60 (S)
-=;UTI.JTY,.;::,.:::=::,;..:;,,.:PLAN~~-· ---if.:\1
SCALE: 1" =20' -0" \...!..)
C n C e .~T:...- .,t===-
2+00 3+00
4" EMPTY ELEC. ~,
CONDUIT W/ 2 PUll
SlRINGS
8---&miiiAlE No.&
+
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COURTYARD
RE: DWG E201 FOR CONTINUATION
TO BUILDING SAN SEW SERI1CE
RE: DWG P401 FOR CONTINUATION
TO BUilDING CABLE SERVJCE
NEW MUNICIPAL
5'± SAN. SWR. COURT BUILDING
SERVICE LEAD iiO. 7% F.F. = 24.00
C?NN, TO SAN MH RE: DWG E201 FOR CONTINUATION
6 FL-18.56 (S) TO BUILDING TELEPHONE SER\1CE
+
RE: DWG E201 FOR CONTINUATION
TO BUILDING ELEClRICAL SERVlC£
RE: DWG E201 FOR CONTINUATION
TO BUILDING WATER SERVJCE
EXIST. 4" IP PlA (APPROX. LOCA]ON)
EXIST. mER CABLE (APPROX. LOCATIOI·I)
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3"
4+00 5+00
LINE 8
HORIZ: 1"=50'
VERT: 1"=5'
EXIST. BUILDING
EXIST. STORM INLET
6+00
EXIST 8" WL
APPRO X. LOCATION-
7+00
EXIST. STORM INLET L----.,.
MECH.
-
EXIST '
2' CURB
OPENING FOR
PHLYME
--1-H--- r•- I ---t--::1·:.,-,EXISTING CAP
POND
..0' X
X
X
X
X
CURB OPEN G FOR PHL YME
...,__ TIE INTO EXIST 4" IP PlA
GASLINE, F1£ll) I£RIFY EXACT
LOCATION
-
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GAS .
" PLUG
OTHERS)
BENCHMARK
"0 " CUT IN TOP OF 2ND STORM
INLET EAST OF 23RD STREET AND ON
THE NORTH SIDE OF SPENCER
HIGHWAY, APPROXIMATELY 28'
SOUTHWEST OF A POWER POLE,
APPROXIMATELY 71' SOUTHEAST OF A
FIBER OPTIC CABLE MARKER AND
APPROXIMATELY 108' WEST OF A
SIGN, SHOWN HEREON.
ELEV.=18,58
CONTRACTOR SHALL FIELD VERIFY
SURVEY INFORMATION AND DATUM
PRIOR TO COMMENCING CONSTRUCTION
ACTIVITIES. NOTIFY ENGINEER IN
WRITING OF ANY DISCREPANCIES.
NO!fS:
1. All WATERLINES SHAll BE BUR/EO MIN. 4' BELOW
GRADE, EXCEPT AS NOTED.
2. CONJRACTOR SHAll REFERENCE MEP PLANS FOR
EXACT LOCATIONS OF WA1ER AND SANITARY SEWER
CONNECTIONS.
3. CONlRACTOR SHALL PROJECT EXISTING UTILITIES
DURING CONSJRUCTION. PR0\1DE MIN. 6" VERTICAL
CLEARANCE (O.D. TO O.D.) BElWEEN UTILITIES.
4. CONNECT TO EXISTING 6' WATERLINE
LEGEND
PROP. SANITARY SEWER
EXIST. SANITARY SEWER
PROP. SANITARY SEWER
MANHOLE
PROP. WA TERUNE
EXIST. WATERLINE
-- .::V. PROP. TAPPING SLEEVE & VALVE
JJ PROP. GATE VALVE
[ PROP. PLUG
~PROP. BORE & JACK
0
--GAS--
lllll
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+
PROP. SAN CLEAN OUT
PROP. GAS UNE
GRATE INLET
WA1ER VALVE
UGHT POLE
EXISTING FIRE HYDRANT
STORM SEWER
POWER LINE
---T TELEPHONE UNE
--CT CABLE UNE
IRRIGATION SLEEVE
1-3 INLET NUMBER
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TC.:?? nRiil!!
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11.355 SF
TP=22.1 B I 1\ '-TC=--22.-:BO :::-------
GAS
-~
STORM INLEJ' .
TOP-18.58
36"RCP Fl=12.60 (S)
-~ GAS ·e-
_______ ,
•oM' 8.55 -------\
I------- I
I I I I 1
EXISi. 4" IP PlA (APPROX. lDCATION) \ '""
EX~T. FIBER CABLE (APPRO~ LOCATION)
SPENCER HWY _ 1 ________
1 -----
- --; ~.,....,.--1--1
- T --T t---:Ec::Xisl·. SBC 12-MtO (APPROX.\OCATION) T TfL MH s
;:, IVfi:IVI INLET
C) N
~
/$? ~
~\"' ~~------/
~
MECH. YARD
ARI READER
f-
f----
=rw::-==zz-I =.54~d=dl-'-----'
-
·~'----><,1 11' un,"IK'M" INLET
raP 19.4o
36"RCP FL 14.21 (S)
STORM PIPE
STRUCTURE SIZE (INCH)
INLET 1
12
INLET 2
12
INLET 3
INLET 4
12
INLET 5
12
INLET 6
INLET 7
12
INLET 8
12
INLET 9
INLET 10
12
INLET 11
12
INLET 12
DS-1
8
MH 1
DS-2
8
JB-1
,DRIVE .II
,
+
Cr-- 2' CURB OPENING ~)'HLYME
!ExiSTING ,DETENTION POND
APPROX. 131'' EAST OF PROP. CURB
' TP=22.13
/
X
X
X
li "": :-TP=- 2' 21.CURB 23 OPENING FOR PHL YME
-
BENCHMARK
"0" CUT IN TOP or 2ND STORM INLET EAST OF 23RD STIREET AND
ON THE NORTH SIDE OF SPENCER HIGHWAY, APPROXIMAlaY 28'
SOUTHWEST OF A POWER POLE. APPROXIMAlaY 71' SOUTHEAST OF
A FIBER OPTIC CABLE MARKER AND APPROXIMAla Y lOB' WEST OF
A SIGN, SHOWN HEREON. .
ELEV.=l 8.56
CONTIRACTOR 5HALL FIELD VERIFY SURVEY INFORMATION AND DATUM
PRIOR TO COMMENCING CONSTIRUCTION ACTIVITIES. NOllFY
ENGINEER IN WRillNG OF ANY DISCREPANCIES.
GENERAL NOTES:
1. All ELEVAllONS SHOWN ARE TOP OF PAVEMENT UNLESS OTHERII1SE
NOllEO.
2. SEE SHEET C2-1 & C2-2 FOR PAV1NG DETAILS.
3. THE STABIUZED SUBGRADE & FILL UNDER PAVING AREAS SHALL
BE PREPARED & PLACED PER THE REQUIREMENTS SPECIFIED IN THE
GEOTECHNICAL REPORT.
4. ALL STORM SEWER PIPING MATERIAL SHALL BE REINFORCED
CONCRETE PIPE OR H.D.P.E. PIPE.
5. THE CONTIRACTOR TO MAINTAIN PROPER DRAINAGE IN THE EXlSllNG
DITCH AT All llMES. CLEAN OUT AND OR REGRADE EXISllNG DITCH
DURING & AFTER CONSTIRUCllON TO ENSURE POSillVE DRAINAGE.
HYDRO-MULCH SEEDING THE DISTURBED DITCH AREAS AT PROJECT
COMPLEllON.
LEGEND
TP TOP or PAVEMENT
TC TOP or CURB
TW TOP or SIDEWALK
TG TOP OF GRATE
H INLET 1
JB-1 JUNCllON BOX 1
MH-1 MANHOLE 1
DS-1 DOWN SPOUT 1
lllll GRATE INLET & STORM SEWER
PROP TIREIE
RAMP
0 JUNCTION BOX
0 MH ON EXIST .STM
0 EXIST. STM. MH
'f..?_')..?.. EXIST. NG ELEVAllON
FF FINISHED FLOOR
--GRADE BREAK
.. FLOW ARROW
~ PHL YME W/RIPRAP
-. _. -- ~ -
STORM STRUCTURE SCHEDULE
PIPE
LENGTH (FT)
73
78
73
79
73
78
73
78
4J
18
SLOPE
(%)
0.44
0.44
0.44
0.44
0.44
0.44
0.44
0.44
0.75
0.75
RIM
ELEVATION
2206
22.62
2258
22.01
22.30
21.34
20.93
21.22
21.4J
20.00
20.65
20.81
23.5
MATCH FG
23.5
MATCH FG
FLOW
LINE
17.89
REMARK
PROP TYPE 'A'
17.57 (S), 17.57 (N) PROP TYPE 'A'
17.23 (S) PROP. GRATE INLET ON EXIST. RCP
17.84 PROP TYPE 'A'
17.52 (S), 17.52 (N) PROP TYPE 'A'
17.17(5) EXIST. GRATE INLET
16.76 PROP TYPE 'A'
16.44 (S), 16.44 (N) PROP rtPE 'A'
16.1o(S) PROP. GRATE INLET ON EXIST. RCP
15. 83 PROP rtPE J1 '
15.51 (S), 15.51 (N) PROP rtPE 'A'
15.17 (S) EXIST. GRATE INLET
19.80 DOWN SPOUT JUNC170N POINT
19.48 PROP. MH ON EXIST. STOfiM SEI\fR
19.80 DOWN SPOUT JUNC170N POINT
19.66 PROP. JUNC170N BOX
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DATE: 05·19-2008
DRAWN: XF
DESIGNED: YW
CHECKED: GRW
PROJ. NO~ 02·1139·01
SHEET: C1-2
/
/
~OOD PLAIN STATEMENT:
FLOODPLAIN STATEMENT AS TAKEN FROM TOPOGRAPHIC SURVEY SIGNED AND SEALED BY SCOT LOWE, RPLS NO. 5007 OF
LAND SURVEYING, INC. ON MAY 27, 2005.
, HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 4B201C0945 J. DATED NOVEMBER 6, 1996,
AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED UES WHOLLY 1\lTHIN ZONE "X" OR AREAS DETERMINED TO
BE OUlSIDE 500-YEAR FLOODPLAIN: AND I HAVE EXAMINED THE FLOOD INSURANCE RATE MAP, PREUMINARY COMMUNITY
PANEL NO. 48201C0945 L, APRIL 20, 2000, AND HAVE DETERMINED THAT THE TRACT HEREBY SURVEYED UES PAR]AllY
1\lTHIN ZONE 'X" OR AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE ~OODPLAIN.
PAR]AllY 1\lTHIN SHADED ZONE 'X" OR AREAS OF 0.2% ANNUAL CHANCE FLOOD: AREAS OF 1% ANNUAL CHANCE FLOOD
1\lTH AVERAGE DEPTHS OF LESS THAN 1 FOOD OR 1\lTH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS
PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD, AND PAR11ALLY \\1THIN ZONE "Ar:' OR BASE FLOOD
ELEVAnDNS DETERMINED.
WARNING: THIS STATEMENT IS BASED ON SCAUNG THE LOCA110N OF SAID SURVEY ON THE ABOVE REFERENCED MAP.
THIS INFORMATION IS TO BE USED TO DETERMINE FLOOD INSURANCE RATES ONLY, AND IS NOT INTENDED TO IDENTIFY
SPECIFlC FLOOD CONDITIONS."
SIGN
(45 M.P.H.)~ o·'\-:
"' >Q> ·&
STORM INLET -Q> '9
(WEST MAIN STREET) 36"TOP=RCP 18.58 FL=12.60 (S) 1 T8M=18.55 --------\ ...-----\
(R.O.W. VARIES) ___ , _______ ,
SPENCER HWY _, ________ '
::;"!r"--T -1
- T --T +---oEXoc-IS'l S8C 12-MtO (APPROX.'LocATIDN) T ----,TtL -MH s
EXIST. fiBER CABLE (APPROJl LOCATION)
N
\XX\ PARKING COUNT PER ROW
PARKING ANALYSIS:
ENGINEER'S ES]MA TE- FOR
INFORMA11DN ONLY
ACTUAL QUAN1111ES TO BE BASED ON
PLANS
-;;~~CA::-;;L.;:.E:"-:1-::f.PlAN-.:2:::iO';..;-o::,;.'-----i0) C)
OVERALL BUILDING SF = 11,350 SF
NET BUILDING SF =9,080 SF
REQUIRED PARKING = 38 SPACES (1 PER 300 SF)
PARKING PROVIDED = 143 SPACES
ACCESSIBLE SPACES REQUIRED = 6 SPACES
ACCESSIBLE SPACES PROV1DED = 6 SPACES (6 VAN ACCESSIBLE)
SIDEWALKS LOCATED \\1THIN RIGHT-OF-WAY.
CITY APPROVING AUTHORITY CERTIACA TE:
THIS IS TO CER]FY THAT THE CITY OF LA PORTE, TEXAS HAS APPROVED THIS
SITE PLAN AND DEVELOPMENT OF CITY OF LA PORJE MUNICIPAL COURT
BUILDING IN CONFORMANCE 1\lTH THE ORDINANCES OF THE CITY OF LA PORTE.
SITE PLAN ACCURAcy CERJJflCATE:
BY: -,DIRECTOR, ;;;;=:;;-PLANNING ;;;-;-;:w"DEPARTMENT "'==...-
I, YAN WEN, AM REGISTERED UNDER THE LAWS OF THE STATE OF TEXAS TO
PRAC11CE THE PROFESSION OF ENGINEERING AND HEREBY CER11FY THAT THE
ABOVE SITE PLAN IS lRUE AND CORRECT: AND THAT All BEARINGS,
DISTANCES, ANGLES, CURVE RADIUSES, AND CENTRAL ANGLES ARE
ACCURAffiY SHO!M ON THE SITE PLAN.
YAN WEN, P.E.
TEXAS REGIS1RA110N NO. 83434
CUT/ALL ANALYSIS:
SITE flLL = 1,220 CY
BUILDING PAD ~LL = 460 CY
1,700 CY NET flLL
1,760 CY EXCESS CUT FROM EXIST.
POUCE DEPARTMENT BLDG. SITE &
DETEN]ON POND
+60 CY EXCESS
:,
·' - o:;
No.I
CHAINLINK FENCE (TO BE REMOVEIJ)--i--..
5'
-
G=20.46
'---~Tf1R>i INLET
TOP=19.40
36"RCP FL=14.21 (S)
Cl
+ ']..']..·
®
-D lllll
9 "
+
LEGEND
EXIS]NG ELEVAmN
KEY NOTE
5" PAVING
6" PAVING
INLET
WATER VALVE
UGHT POLE
EXISTING FlRE HYDRANT
t///7fl/h0J ·AUGER
0 MH ON EXIST.
STORM SEWER
0 JUNC110N BOX
SANITARY SEWER
WATERUNE
-- GAS GAS UNE
__ , ___ _ STORM POWER SEWER UNE
--T-- TELEPHONE UNE
--cr·-- CABLE UNE
X
@
X
X
X
X
r----1-IEXIST. FIRE
HYDRANT
r-+· EXI:5T. FENCE
REMAIN)
POND
@® +,
1 "'"'
DETE TION IS
PRO OED BY EXIST.
DETE TION POND
-
SITE
LA PORTE C) N
Pop 27,910
BENCHMARK
VICINITY MAP
N. T.S.
KEY MAP NO. 540 W
"D" CUT IN TOP OF 2ND STORM INLET EAST OF 23RD STRffi AND
ON THE NORTH SIDE OF SPENCER HIGHWAY, APPROXIMATELY 28'
SOUTHWEST OF A POWER POLE, APPROXIMAffiY 71' SOUTHEAST OF
A flBER OPTIC CABLE MARKER AND APPROXIMAffiY lOB' WEST OF
A SIGN, SHOYM HEREON.
ELEV.=1B.58
CONTRACTOR SHALL FIELD VER~Y SURVEY INFORMATION AND DATUM
PRIOR TO COMMENCING CONSTRUCTION AC11VI11ES. N011FY
ENGINEER IN WRITING OF ANY DISCREPANCIES.
NOTES:
1. REFERENCE ARCHITECTURAL PLANS FOR EXACT
BUILDING DIMENSIONS.
2. REFERENCE ELECTRICAL PLANS FOR EXACT LDCA110N
OF UGHT POLES, UNDERGROUND POWERUNES/CABLE
UNES CONDUITS.
3. PAVEMENT MARKING REQUIRED.
DETAILS
WATER DETAILS
SANITARY DETAILS
STORM DETAILS
PAVEMENT DETAILS
(cv j)
G)
G)
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®
(])
®
®
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@
@
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@
@
®
@
@
@
KEY NOTES
6" CONCRETE CURB
STORM SEWER INLET
JUNC110N BOX
SHEET
C2-5
C2-6, C2-7
C2-1, C2-2
C2-1, C2-2
PHL YME 1\lTH RIPRAP
ACCESSIBLE PARKING AND
ACCESSIBLE IS\JE
ACCESSIBLE RAMP
4" CONCRETE SIDEWALK
ISLAND, SOD
PARKING SPACE, 2rJ X 10' (TYP.)
MH ON EXIST STORM SEWER
GRATE INLET ON EXIST. STM SEWER
6" HIGH SECURITY FENCE
RELOCATED CAN11LEVER SUDING
SECURITY GATE
SlRIPING
PLAG POLE AI.TERNAlE No.4 - ---
MONUMENT SIGN RE: A4-5 AI.TERNAlE No.J
6' WATER UNE BY OYMER
EXIS11NG flRE HYDRANT
THRUSTBLOCK
ACCESSIBLE PARKING SIGN
BACK FLOW PREVENTER, SEE DETAIL SHEET C2-5
5" STANDARD DUTY CONCRETE PAVING
6' MEDIUM DUTY CONCRETE PAVING
CONCRETE WHEEL STOPS
LIGHTPOLE
CONCRETE TO EXIS11NG
PAVEMENT-EXPANSION JOINT
EXIST. 24" CULVERT
DUMPSTER ENCLOSURE, 6' CMU, SEE
DUMPSTER PLAN FOR DETAILS
6" SANITARY SEWER
SANITARY SEWER MANHOLE TO SERVE
ADDI110NALL Y AS SAMPUNG WELL
GAS UNE
BOLLARD
2' WATER METER
~RE DEPARTMENT CONNEC]ON
NOT USED
EXIST. STORM INLET
UNDERGROUND POWERUNE
EXIS11NG DRIVES
UNDERGROUND CABUE/
OTHER U11UTY UNE
RELOCATED PARKING
CARD READER
7" HEAVY DUTY CONCRETE
PAVING FOR DUMPSTER
CANOPY AI.TERNAlE No.1
LANDSCAPE WALL • . ·
DROP-OFF ZONE wjPAVEMENT MARKINGS
SAW CUT FULL DEPTH,
REMOVE EXISTING CONC. CURB
CONNECT TO EXIST. PAVEMENT
EXIS11NG PAVEMENT TO REMAIN
CONNECT TO EXISTING CURB
3" DOMESTIC WATER SERVICE
CONNEC110N
@) EXIST. 18' STORM SEWER
@ 4" EMPTY ELEC. CONDUIT W/
2 PULL STRINGS
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DATE:
DRAWN:
DESIGtED:
CI£CKED:
PROJ. NO~
SHEET:
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05-19-2008
XF
YW
GRW
02-1139-01
C1-1
20. BARRICADES SHALL BE EQUIPPED WITH ORANGE FLASHING
LIGHTS.
21. MANHOLES SHALL BE EQUIPPED WITH INFILTRATION INSERTS.
22. CONTRACTOR SHALL FlaD VERIFY SURVEY INFORMATION AND
DATUM PRIOR TO COMMENCING CONSTRUCTION ACTMTIES.
NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES.
1. STORM SEWERS SHALL. BE CONSTRUCTED IN ACCORDANCE WITH
CITY OF LA PORTE STANDARD DETAILS.
2. ALL STORM SEWER 1 B" AND LARGER TO BE REINFORCED
CONCRETE RUBBER GASKET PIPE, A.S.T.M. C-76 CLASS Ill,
. INCLUDING INLET LEADS CROSSING UNDER EXISTING OR PROPOSED
PAVEMENT.
3. REINFORCED CONCRETE PIPE STORM SEWER SHALL BE
INSTALLED, BEDDED AND BACKFILLED IN CONFORMITY WITH CITY OF
LA PORTE STANDARDS DETAIL SHEETS. BACKFILL UNDER OR WITHIN
1' (ONE FOOT) OR EXISTING OR PROPOSED PAVEMENT WITH
CEMENT STABILIZED SAND (H SACKS PER CUBIC YARD MIX). ALL
NORMALLY SUBMERGED STORM PIPE SHALL BE RUBBER GASKETED.
4. PROVIDE A MINIMUM OF 6" (SIX INCHES) CLEARANCE AT STORM
SEWER AND WATER LINES CROSSINGS, AND A MINIMUM OF 1 FOOT
{ 12 INCHES) AT STORM SEWER AND SANITARY SEWER CROSSINGS.
5. ALL STORM SEWER MANHOLES SHALL BE CITY OF LA PORTE
TYPE •c• UNLESS OTHERWISE NOTED AND SHALL BE LOCATED A
MINIMUM OF 3" BACK OF CURB.
6. ALL INLET TYPES TO BE CLEARLY NOTED AND GRATE TYPE
INLETS SHALL BE EQUIPPED WITH CAST IRON GRATES.
7. VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO
EXCAVATION.
8. MINIMUM STORM SEWER SIZE IS 1 B" INCH DIAMETER IN PUBLIC
R.O.W. & EASEMENTS.
9. ALL STORM SEWER MANHOLES COVERS MUST INCLUDE THE
WORDS "STORM SEWER".
1 0. CULVERTS MUST MATCH EXISTING FLOW LINES.
WATER DISTRIBUTION NOTES:
1. WATER MAINS SHALL BE CONSTRUCTED ACCORDING TO CITY OF
LA PORTE STANDARDS DETAIL SHEETS AND SPECIFICATIONS.
2. ALL FLUSHING VALVES ARE TO BE LOCATED AS SHOWN ON
PLANS AND SET 3' (THREE FEET) BEHIND BACK OF CURBS OR AT
APPROVED LOCATIONS.
3. ALL WATER MAINS TO HAVE MINIMUM OF 4' {FOUR FlEET) COVER
FROM PROPOSED TOP OF CURB WHEN CONSTRUCTED IN STREET
RIGHT RIGHT -OF-WAY AND 4' {FOUR FEET) COVER FROM FINISHED
GRADE WHEN CONSTRUCTED WITHIN EASEMENTS.
4. PROVIDE FOR A MINIMUM HORIZONTAL CLEARANCE OF 1 0' (TEN
FEET) BETWEEN WATER MAINS AND SANITARY SEWER LINES.
5. ALL GATE VALVES TO BE COUNTERCLOCKWISE OPENING AND ALL
FLUSHING VALVES TO BE COUNTERCLOCKWISE OPENING, VALVES TO
BE LOCATED OPPOSITE PROPERTY LINE OR R.O.W. LINE EXTENDED
UNLESS OTHERWISE SHOWN ON PLANS. AWWA GATE VALVES WITH
RESILIENT SEATS SHALL BE INSTALLED.
6. ALL VALVES AND HYDRANTS SHALL BE STORED SO THAT THEY
ARE PROTECTED FROM FREEZING. ALL PIPES SHALL BE KEPT FREE
OF DIRT AND OTHER DEBRIS. ANY DAMAGE RELATING TO THE
COATING OF THE VARIOUS MATERIALS FOR SEWER AND WATER LINE
MAINS SHALL BE REPAIRED.
7. VERIFY LOCATION OF ALL EXISTING UTILITIES AND FIELD MARK
PRIOR TO EXCAVATION.
8. NO CONNECTIONS SHALL BE MADE TO EXISTING WATER LINES
UNTIL ALL PROPOSED WATER LINES HAVE BEEN THOROUGHLY
CLEANED, TESTED, DISINFECTED AND APPROVED BY THE ENGINEER.
9. METAL WATERLINE FITTINGS TO BE WRAPPED WITH 6 MIL.
POLYETHYLENE (MIN.) IN ACCORDANCE WITH ANSI/ASSA C1 05
REQUIREMENTS.
10. USE MATERIALS IN ACCORDANCE WITH THE PUBLIC
IMPROVEMENTS CRITERIA MANUAL (PICM).
11. WATER MAIN SIZES SHALL CONFORM TO THE REQUIREMENTS OF
THE PICM.
12. EVERY WATER OUTLET SHALL BE PROTECTED FROM BACKFLOW.
13. PIPE AND FITTINGS CANNOT HAVE LEAD. LEAD FREE SOLDER IF
USED.
14. 160 PSI AND 73 F IS THE MINIMUM WORKING PRESSURE OF
PLASTIC PIPE OUTSIDE OF THE FOUNDATION WALLS.
15. WATER SERVICE PIPE SHALL HAVE PERMANENT IDENTIFICATION
MARKINGS.
16. WATER PIPE SHALL NOT BE INSTALLED OR PERMITTED OUTSIDE
OF A BUILDING, OR CONCEALED IN OUTSIDE WALLS OR IN ANY
PLACE WHERE THEY MAY BE SUBJECT TO FREEZING TEMPERATURES,
UNLESS PROVISIONS ARE MADE TO PROTECT THEM FROM FREEZING.
17. FITTINGS AND VALVES SHALL BE SECURED WITH MECHANICAL
JOINT RESTRAINTS. THESE RESTRAINTS SHALL BE EBM IRON 2000
P FOR FITTINGS AND EBAA IRON SERIES 1500 FOR PIPE JOINTS
OR APPROVED EQUAL.
1. FINISHED ELEVATIONS ON SANITARY SEWER MANHOLE RIMS
SHALL BE 6 INCHES ABOVE FINISHED GRADE WITHIN UTILITY
EASEMENTS OR STREET RIGHT -OF-WAY. CLEAN FILL SHALL BE
ADDED AND SLOPED FROM MANHOLE RIM.
2. MARK LOCATION OF AND MAINTAIN RECORDS OF STUB
LOCATIONS WITH WIRE LOOPS AND 2" P.V.C. PIPE.
3. WATER LINES AND SANITARY SEWER LINES SHALL BE INSTALLED
IN SEPARATE TRENCHES.
4. PVC PIPE {POLYVINYL CHLORIDE) SHALL BE IN ACCORDANCE
WITH ASTM D3034, SDR 35 WHERE BACKFILL DEPTH IS LESS THAN
12 FEET, AND SDR 26 WHERE DEPTH IS GREATER THAN OR EQUAL
TO 12 FEET. ALL PVC PIPE {ALL TYPES AND SDR/DR WALL
THICKNESS TO BE USED) SHALL HAVE RUBBER GASKET EQUIPPED
BELL AND SPIGOT JOINTS CONFORMED TO ASTM D-3213, THE
GASKET MATERIAL SHALL CONFORM TO ASKT F-477, SOLVENT
WELDED JOINTS WILL NOT BE APPROVED FOR CITY SEWER LINES,
ALL DUCTILE IRON PIPE SHALL BE 150 PSI, WITH EIGHT {8) MIL.
BLACK VIRGIN.
5. POLYETHYLENE WRAP AS SPECIFIED IN ANSI/AWWA C105/A21.3
SANITARY SEWER MATERIALS AND CONSTRICTION SHALL BE IN
ACCORDANCE WITH THE CITY OF LA PORTE DESIGN STANDARDS.
6. CONTRACTOR TO FURNISH TEST PLUGS AND RISERS {NO
SEPARATE PAY). ALL SEWER LINES TO BE AIR TESTED IN
ACCORDANCE WITH THE CONTRACT AND DESIGN SPECIFICATIONS.
MAINTAIN 12-INCH MINIMUM CLIEARANCE BETWEEN ALL STORM
SEWER, AND CULVERTS UNLESS OTHERWISE APPROVED.
7. SEWER TRENCHES UNDER OR WITHIN ONE { 1) FOOT OF
PROPOSED OR FUTURE PAVEMENT TO BE BACKFILLED WITH CEMENT
STABILIZED SAND BACKFILL, AS SPECIFIED, TO WITHIN ONE { 1)
FOOT OF SUBGRADE.
8. BEDDING WILL BE CLASS "M" WHERE CEMENT STABILIZED SAND
BACK FILL IS USED FOR SANITARY SEWER. INCLUDE COST OF
BACKFILL IN UNIT PRICE PER LINEAR FOOT OF PIPE.
9. SANITARY SEWER MANHOLES AND THE CONNECTION SEWER
SHALL BE MADE WATERTIGHT AND TESTED FOR NO LEAKAGE, IT
MUST BE INSTALLED SO AS TO PROVIDE A MINIMUM OF 10 FEET
OF HORIZONTAL CLEARANCE FROM AN EXISTING OR PROPOSED
WATER LINE. WHERE THE 10 FOOT SEPARATION DISTANCE CANNOT
BE ACHIEVED, FOLLOW GUIDELINES FOUND IN CHAPTER 4 OF PICM
SPECIAL PROCEDURES.
10. ALL PROPOSED GRAVITY SANITARY SEWER LINES SHALL BE
DUCTILE IRON OR SDR 26 PVC PIPE, NON-PRESSURE PVC MAY
NOT BE SUBSTITUTED FOR D.I.P. OR C-900 {DR 16 ONLY) PVC.
BEDDING FOR ALL TYPES OF SANITARY SEWER PIPE SHALL BE
CLASS "M" AT ALL DEPTHS {NO SEPARATE PAY).
11. FOR ALL PVC PIPE, USE MANHOLE WATER STOP GASKET AND
CLAMP ASSEMBLY AT MANHOLE CONNECTIONS {NO SEPARATE PAY).
12. SANITARY SEWER MANHOLES SHALL BE STANDARD TYPE,
UNLESS OTHERWISE NOTED, AND BACKFILLED WITH CEMENT
STABILIZED SAND AS SPECIFIED (NO SEPARATE PAY).
13. ALL SANITARY MANHOLES SHALL BE AT LEAST 1 FOOT ABOVE
THE 100 YEAR BASE FLOOD ELEVATION OR SEALED AND VENTED
TO AT LEAST ONE FOOT ABOVE THE 1 00 YEAR BASE FLOOD
ELEVATION. SECTIONS FOR PRECAST MANHOLES SHALL BE JOINED
WITH RUBBER GASKET JOINTS. "RAM NEK" OR SIMILAR SHALL NOT
BE APPROVED. THE USE OF SEALED MANHOLES COVERS IS
PERMITTED IN THE 100-YR FLOOD PLAIN.
14. ALL PRECAST CONCRETE MANHOLES SHALL HAVE THE TOP 18
INCHES CONSTRUCTED OF STEEL OR PRECAST PCC RINGS, SEALED
INSIDE AND OUTSIDE.
15. SANITARY SEWER LINE IN PIPE ZONE IN SIDE LOT EASEMENT
SHALL BE BACKFILLED WITH CEMENT STABILIZED SAND (NO
SEPARATE PAY). .
16. IF WET SAND IS ENCOUNTERED IN THE FlaD, USE SPECIAL
BEDDING (NO SEPARATE PAY).
17. PROVIDE APPROVED PIPE RESTRAINT ON UNDERGROUND
PRESSURE PIPE SYSTEMS.
18. PROVIDE AS-BUILT RED LINES AND FLOW LINE ELEVATIONS OF
ALL SERVICE CONNECTIONS, SHALL BE PLACED ON AS-BUILT PLANS
AT THE COMPLETION OF THIS JOB.
19. ALL SEWERS IN PUBLIC RIGHT-OF-WAY OR EASEMENT SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST REVISIONS OF
THE TEXAS COMMISSION OR ENVIRONMENTAL QUALITY "RULES AND
REGULATIONS FOR PUBLIC WATER SYSTEMS", CITY OF LA PORTE,
STANDARD DETAIL SHEETS AND THE LATEST REVISIONS AND/OR
AMENDMENTS OF SAME SHALL BE OBSERVED.
20. ALL SANITARY SEWER MANHOLES TO BE CITY OF LA PORTE
STANDARD MANHOLES FOR SANITARY SEWER CONSTRUCTION UNLESS
OTHERWISE NOTED AND SHALL BE LOCATED A MINIMUM OF 3' BACK
OF CURB.
21. FINAL ELEVATION ON SANITARY SEWER MANHOLES RIMS SHALL
BE 6" ABOVE FINISHED GRADE WITHIN STREET R.O.W. AND 6"
ABOVE NATURAL GROUND WITHIN EASEMENTS. WHEN NOT LOCATED
IN PAVED AREAS CLEAN FILL SHALL BE ADDED AND SLOPED AWAY
FROM MANHOLE RIM FOR STORM WATER DRAINAGE.
22. EACH SEWER LEAD, WYE AND STACK SHALL BE MARKED WITH
A RISER, SEALED AT THE END WITH A GWED CAP, AT THE TIME
OF CONSTRUCTION. IT WILL BEGIN AT THE FLOW LINE OF THE STUB
AND EXTEND 2' {TWO FEET) ABOVE FINISHED GRADE. IT SHALL BE
LABELED {SIZE) SEWER LEAD AND BE MAINTAINED PWMB AND IN
GOOD CONDITION THROUGHOUT THE REMAINDER QF THE PROJECT,
AND SHALL BE PAINTED WHITE.
23. FOR DETAIL OF SANITARY SEWER CROSSING AT WATER LINE,
SEE CHAPTER 3 FOR PICM.
24. ALL SANITARY SEWER MANHOLES COVERS MUST INCLUDE ONLY
THE WORDS "SANITARY SEWER," AND THE EMBLEM OF THE CITY OF
LA PORTE.
25. 6" IS THE MINIMUM DIAMETER OF SEWER LINES FOR
COMMERCIAL BUILDINGS.
. 26. SANITARY SEWER LINES MUST HAVE AT LEAST 1 0' {TEN FEET)
CLEARANCE FROM WATER LINES.
PAVING NOTES
1. 5" - 3500 PSI REINFORCED CONCRETE WITH #4 BARS, 24"
C-C OR #3 BARS, 18" C-C. IS THE MINIMUM ACCEPTABLE
PAVEMENT CONSTRUCTION FOR REGULAR DUTY CONCRETE
PAVEMENT.
2. 6" -3500 PSI REINFORCED CONCRETE WITH #4 BARS, 24" C-C
IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR
MEDIUM DUTY CONCRETE PAVEMENT.
3. 7" -3500 PSI REINFORCED CEMENT WITH #4 BARS, 18" C-C
· IS THE MINIMUM ACCEPTABLE PAVEMENT CONSTRUCTION FOR HEAVY
DUTY CONCRETE PAVEMENT.
4. At LEAST 6" THICK, 4%-6% DRY WEIGHT, IS THE MINIMUM LIME
STABILIZED SUBGRADE FOR PAVEMENT SUBGRADE. EXACT
PERCENTAGE OF LIME ADDmON SHALL BE DETERMINED BY LIME
SERIES TESTING PERFORMED IN ACCORDANCE WITH ASTM D 6276
OR TXDOT TEST METHOD TEX-112-E. LIME STABILIZATION SHALL
BE PERFORMED IN ACCORDANCE WITH ITEM 260 OF THE TXDOT
SPECIFICATION.
5. CONCRETE SIDEWALKS SHALL BE CONSTRUCTED WITHIN EACH
STREET RIGHT-OF-WAY PER LA PORTE'S STANDARD DETAILS.
6. ALL INTERSECTIONS SHALL BE CONSTRUCTED WITH WHEEL CHAIR
RAMPS IN ACCORDANCE WITH THE GOVERNOR'S OFFICE OF TRAFFIC
SAFETY MEMORANDUM DATED MAY 6, 1976 (HIGHWAY SAFETY ACT
- 1973 SECTION 288).
7. ALL RETURNS SHALL BE IN ACCORDANCE WITH PICM AND THE
LA PORTE ZONING ORDINANCE.
8. WHEN 6" CONCRETE PAVED ROADWAY INTERSECTIONS 7"
CONCRETE PAVED ROADWAY, 7" CONCRETE SHALL BE CONSTRUCTED
TO ENDS OF ALL CURB RETURNS.
9. FAILURE TO MEET THE REQUIREMENTS THROUGH THE TESTING
PROCEDURE WILL RESULT IN THE REJECTION OF THAT PORTION
DEEMED TO BE DEFICIENT. THE PROPOSED PAVEMENT DEPTH
SHOWN ON THE PLAN DETAIL SHEETS IS CONSISTENT WITH THESE
NOTES AND SHALL BE USED TO DETERMINE THE REQUIREMENT IN
EACH CASE.
10. FAILURE OF PAVEMENT TO MEET THESE MINIMUM
REQUIREMENTS WILL RESULT IN THE REJECTION OF PAVEMENT.
IMMEDIATE REMOVAL AND REPLACEMENT OF SUBSTANDARD
PAVEMENT SECTIONS WILL BE NECESSARY TO SATISFY THESE
REQUIREMENTS.
11. PAVEMENT EXCEEDING DEPTHS OR STRENGTH REQUIREMENTS
WILL BE ACCEPTED IF BOTH CRITERIA MEET THE MINIMUM
ESTABLISHED REQUIREMENTS.
12. TRANSVERSE EXPANSION JOINTS ARE REQUIRED AT MAXIMUM
SPACING OF 40' -0", C-C WITH JOINTS AND VERTICAL CURB JOINTS
TO BE SEALED WITH ELASTOMEERIC POLYURETHANE SEALANT,
SONO~C SL2 OR APPROVED EQUAL
13. EXPANSION JOINT LAYOUT FOR INTERSECTIONS SHALL BE
PROVIDED TO ENGINEER FOR APPROVAL
14. DENSITY TEST TO BE RETAKEN IN THE EVENT OF r
{ONE-HALF INCH) OR GREATER RAINFALL.
........... ~lVII .. VI""""''" ... ''"""'" _.,.,.,":JJ ,,,_.,, ••••-- \.-- ••·-·--- --··•-•• -···- -··-·~.#' ···-·--·--· - 1
LLC. where applicable) are shown in an approximate location only. Service lines are usually not
shown. Our signature on these plans only indicates that our facilities are shown in
approximate location. It does not imply that a conflict analysis has been made. The
contractor shall contact the Utility Coordinating Committee at {713) 223-4567 or 1-80Q-669-8344 a
minimum of 48 hours prior to construction to have main and service lines field located.
-When Center Point Energy pipe line markings are not visible, call (713) 967-8037(7:00 am to 4:30
pm). For status of line location request before excavation begins.
-When excavating within eighteen inches (18") of the indicated location of Center Point Energy
facilities, all excavation must be accomplished using non-mechanized excavation procedures.
-When Center Point Energy facilities are exposed, sufficient support must be provided to the
facilities to prevent excessive stress on the piping.
The contractor is fully responsible for any damages caused by the contractor's failure to exactly
locate and preserve these underground facilities.
WARNING: OVERHEAD El ECTRICAI EACH IDES
Overhead lines may exist on the property. We have not· attempted to mark those lines since they
are clearly visible, but you should locate them prior to beginning any construction. Texas law,
Section 752, Health and Safety code, forbids all activities in which persons or things may come
within six ( 6 ) feet of live overhead high voltage lines. Parties responsible for the work, including
contractors, are legally responsible for the safety of construction workers under this law. This
carries both criminal and civil liability. To arrange for lines to be turned off or removed call
CenterPoint Energy at {713)207-2222.
Revised 2008
SBC FACILITIES
1. THE LOCATIONS OF SBC FACILillES ARE SHOYM IN AN APPROXIMATE WAY ONLY. THE
CONTRACTOR SHALL DETERMINE THE EXACT LOCATION BEFORE COMMENCING WORK. HE
AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED BY THIS FAILURE TO EXACTLY LOCATE AND PRESERVE THESE UNDERGROUND
UTILITIES.
2. THE CONTRACTOR SHALL CALL 1-80D-344-8377 A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION TO HAVE UNDERGROUND LINES FIELD LOCATED.
3. WHEN EXCAVATING WITHIN EIGHTEEN INCHES {18") OF THE INDICATED LOCATION OF SBC
FACIUllES, ALL EXCAVATIONS MUST BE ACCOMPLISHED USING NON-MECHANIZED EXCAVATION
PROCEDURES. WHEN BORING, THE CONTRACTOR SHALL EXPOSE THE SBC FACILITIES.
4. WHEN SBC FACILITIES ARE EXPOSED, THE CONTRACTOR WILL PROVIDE SUPPORT TO
PREVENT DAMAGE TO THE CONDUIT DUCTS OR CABLES. WHEN EXCAVATING NEAR TELEPHONE
POLES THE CONTRACTOR SHALL BRACE THE POLE FOR SUPPORT.
CONSTRUCTION SAFETY NOTES
1. ATTENTION IS DIRECTED TO THE TRENCH SAFETY REQUIREMENTS
OF THIS PROJECT: PROVIDE A TRENCH SAFETY SYSTEM MEETING
THE REQUIREMENTS OF CURRENT OSHA REGULATIONS, STATE LAW
AND LOCAL CODES.
2. THESE PLANS DO NOT EXTEND TO OR INCLUDE DESIGNS OR
SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION
CONTRACTOR OR IT'S EMPLOYEES, AGENTS, SUBCONTRACTORS OR
REPRESENTATIVES IN THE PERFORMANCE OF THE WORK.
POLLUTION PREVENTION PLANS
1. COMPLY WITH ALL APPLICABLE ENVIRONMENTAL LAWS.
2. DESIGNATE IN WRITING THE NAMES AND TaEPHONE NUMBERS
OF QUALIFIED PERSON(S) RESPONSIBLE FOR EROSION AND
SEDIMENTATION CONTROLS, SPILLS PREVENTION, COORDINATION AND
CLEANUP.
3. LOCATE FUEL AND MATERIALS STORAGE AWAY FROM ANY STORM
WATER CONVEYANCE.
4. PROVIDE SECONDARY CONTAINMENT FOR FUEL STORAGE.
5. IMMEDIATa Y ADVISE THE OWNER, VERBALLY AND IN WRITING OF
ANY FUEL SPILL OR RELEASE OF TOXIC OR HAZARDOUS MATERIAL.
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02·04-2008
RC
SEW
GRW
02-1139-01
COLUMN GRID & BUBBLE
ROOM NAME~- ROOM NAME
!1 00 K ROOM NUMBER
[j]--~) (REFER TO NOTES UST)
EL 80.00
EL 100.00'
® (REFER TO WINDOW SCHEDULE)
@ (REFER TO LOUVER SCHEDULE)
o,::oQ) (REFER TO ACCESSORY SCHEDULE)
(E -00) (REFER TO EQUIPMENT SCHEDULE)
..--..
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DRAWING LIST
COVER
GENERAL
G1-0 GENERAL INFORMATION
GH SURVEY
CML
C1-0 GENERAL NOTES
CH SITE PLAN
Cl-2 GRADING AND STORM SEWER PLAN
Cl-3 lffil!TY PLAN
C1-4 STORM WATER POLLlffiON PRE.VENTION PLAN
C1-5 DRAINAGE PLAN AND 3-YEAR STORM CALCULATIONS
Cl-6 EXISflNG STORM SEWER DRAINAGE PLAN AND 3-YEAR STORM CALCULATIONS
C2-1 PAVING AND STORM SEWER DETAILS
C2-2 PAVING AND STORM SEWER DETAILS
C2-3 TRENCH SAFElY SYSTEM DETAILS
C2-4 RAMP AND PAVEMENT MARKING DETAILS
C2-5 WATERUNE CONSTRUCTION DETAILS
C2-6 SANITARY SEWER CONSTRUCTION DETAILS
C2-7 SANITARY SEWER CONSTRUCTION DETAILS
C2-8 STORM WATER POLLlffiON PRE.VENTION DETAILS
LH LANDSCAPING PLAN (BASE BID)
LHA LANDSCAPING PLAN - ALTERNATE No. 5
L1-2 ENLARGED LANDSCAPING PLAN & DETAILS
ARCHITECTURAL
A1-1 FLOOR PLAN
A1-2 REFLECTED CEIUNG PLAN
A1-3 ROOF PLAN
A2-1 BUilDING ELEVATIONS
A3-1 BUilDING SECTIONS
A3-2 BUilDING SECTIONS
A4-1 WALL SECTIONS
A4-2 WALL SECTIONS
A4-3 VEsnBULE PLAN, SECTIONS AND DETAILS
A4-4 CANOPY PLAN, ELEVATION AND SECTIONS
A4-5 DUMPSTER PLAN, ELEVATION AND DETAILS
A5-1 INTERIOR ELEVATIONS
A5-2 JUDGE'S BENCH ELEVATIONS & SECTIONS
A5-3 COURT RAIL ELEVATIONS & SECTIONS
A6-1 FLOOR PATIERN AND ENlARGED PLANS
A6-2 FINISH SCHEDULE
A6-3 WALL lYPES
A7-1 INTERIOR MILLWORK DETAILS
A7-2 INTERIOR MILLWORK DETAILS
A7-3 INTERIOR MILLWORK DETAILS
AB-1 DETAILS
A8-2 DETAILS
AB-3 DETAILS
AB-4 DETAILS
STRUCTURAL
S1-0 STRUCTURAL GENERAL NOTES
S1-1 FOUNDATION PLAN
S2-1 WALL PANELS
S2-2 WALL PANELS
S3-1 PANEL lYPICAL SECTIONS AND DETAILS
S3-2 SECTIONS AND DETAILS
S3-3 SECTIONS AND DETAILS
S3-4 SECTIONS AND DETAILS
ELECTRICAL
E001 GENERAL NOTES, LEGEND & UGHTING FIXTURE SCHEDULE
E1 01 FLOOR PLAN - ARE ALARM
E201 SITE PLAN - ELECTRICAL
E401 FLOOR PLAN - UGHTING
E501 FLOOR PLAN - POWER
E601 FLOOR PLAN - COMMUNICATIONS
E602 FLOOR PLAN - ARE ALARM
E701 FLOOR PLAN - ARE ALARM
E801 SCHEDULES
MECHANICAL
M001 ABBREVIATIONS, LEGEND AND GENERAL NOTES - HVAC
M101 SCHEDULES - HVAC
M401 FLOOR PLAN - HVAC
M601 ENlARGED PARTIAL PLAN .., HVAC
M701 BUilDING SECTION - HVAC
M801 DETAILS AND DIAGRAMS - HVAC
M802 DETAILS AND DIAGRAMS - HVAC
M901 CONlROL DIAGRAMS - HVAC
PWMBING
P101 LEGEND, ABBREVIATION AND SCHEDULES - PLUMBING
P401 FLOOR PLAN - PLUMBING
P601 ENLARGED PARTIAL PLAN - PLUMBING
P701 RISERS - PLUMBING
P801 DETAILS - PLUMBING
ARE PROTECTION
F401 FlOOR PLAN, LEGEND AND NOTES - ARE PROTECTION
F801 DETAILS - PLUMBING
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PROJ. NO; 02-1139-01
SHEET: G1-0
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1 URINAL
1 TOILET
(50)
2 TOILETS
(50)
LAVATORIES
EACH RESTROOM
1 PER 200
MEN
1
(200)
WOMEN
1
(200)
LAVATORIES
1 PER 40
MEN
1
(40)
WOMEN
1
(40)
DRINKING FOUNTAINS
1 PER 1000
DRINKING FOUNTAINS
1 (DUAL)
(2000)
DRINKING FOUNTAINS
1 PER 100
DRINKING FOUNTAINS
1 IN REFRIGERATOR
(100)
ISSUED FOR CONSTRUCTION
DECEMBER 12, 2008
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