HomeMy WebLinkAboutGOLF COURSE CLUBHOUSE LAYOUT, GRADING & UTILITIEScc
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< REF PT. 4
j 01. CONTRACTOR SHALL NOTIFY THE CITY PROJECT miESENTATIVE
(TO BE DESIGNATED )IT THE PRE -CONSTRUCTION CONFERENCE) AT
'kCITY OF LA PORTE 471-5020 AT LEAST 48 RRS PRIOR TO COMMENCING WORK. i LA PORTE'S
SURVEY LINE
02. THE LOCATIONS OF UTILITIES AND OF EXISTING PAVEMENTS
SHOWN ON THE PLANS SHOULD BE CONSIDERED AS APPROXIMATE. BAY FOREST
OTHER UTILITIES MAY EXIST. CALL THE UTILITY
COORDINATING COMMITTEE AT 223-4567 PRIOR TO EXCAVATING. GOLF CLUBHOUSE
THE CONTRACTOR SHALL REPAIR ANY DAMAGES TO EXISTING
16" OAK UTILITIES CAUSED BY CONSTRUCTION'OPERATIONS AT NO
ADDITIONAL COST TO THE OWNER.
03. VERIFY ALL DIMENSIONS AND ELEVATIONS.' VERIFY THE LA PORTE, TEXAS
LOCATIONS AND ELEVATIONS OF ALL CONNECTIONS TO EXISTING
E'OAK UTILITIES OR PAVEMENTS. BRING ANY DISCREPANCIES TO THE
ATTENTION OF THE ARCHITECT.
7".OAK 04. THE CITY OF LA PORTE WILL CLEAR AND GRUB THE SITE
I INCLUDING REMOVAL -OF ANY TREES. CONTRACTOR SHALL NOT
OAK 8 n" .90AK REMOVE ANY TREES,
12 CA K 05. THE CITY OF LA PORTE IS CONSTRUCTING AN ADJACENT PROJECT
(CITY PROJECT NO. 87-4501) CONSISTING OF PARKING LOT,
DITCH IMPROVEMENTS, CULVERT RELOCATION, SANITARY SEWERS
14" OAK AND WATER LINES. THIS CONTRACT INCLUDES COORDINATION,
WITH THE ADJACENT PROJECT.
I 0OAK 2 OAK 06. THESE PLANS WERE PREPARED BASED UPON SURVEYS BY THE
CITY OF LA PORTE. THE CITY WILL STAKE THE SURVEY
\QV\ / REFERENCE LIKE AND SET TWO (2) TEMPORARY BENCH HARKS IN
THE FIELD FOR THE CONTRACTOR'S USE.
9" ELM 07. THE ADJACENT PROJECT INFORMATION SHOWN ON THE PLANS
9"6AK (PARKING LOT, DITCH AND CULVERT IMPROVEMENTS, WATER
EXISTING SWALE 8"CAK 7" OAK LINES AND SANITARY SEWERS) ARE PER CITY OF LA PORTE
A \ I PLANS FOR PROJECT NO. 87-4501.
12"OAK 6" ELM 11.70
08. ALL NEW CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE
315" CAELM ASPHALT PARKING LOT CURRENTLY BEING ENFORCED BY THE CITY OF LA PORTE.
A W.L. 8 SAN SWR.- --7 09. THE CITY OF LA PORTE HAS AN AGREEMENT FOR MAINTENANCE OF
ei, +,:, BY OTHERS THE HARRIS COUNTY FLOOD CONTROL DISTRICT (HCFCD) DITCH.
4, + CITY PROJECT NO.
FLOWLINE (TYR) TOP BANK (TYR gl�- IIC3 87-4501 THE CONTRACTOR WILL NOT BE REQUIRED TO OBTAIN ANY
PERMITS FROM OR INSPECTIONS BY HCFCD.
GRADE TO 11AIN ar OT IL E IPAVI 8 WL 1
9 BYOTY,
RS 10. THE CONTRACTOR IS TO FOLLOW THE RECOMMENDATIONS OF THE
FLm 11.80 12.00 + GRADE TO DRAIN (BOTH SIDES) GROTECHNICAL ENGINEER, COASTAL TESTING LABORATORY. THE
SOILS REPORT IS INCLUDED IN THE CONTRACT DOCUMENTS. MNM ENGINEERING ASSOCIATES INC
+ + q, CONSULTING ENGINEERS
+ PROPOSED ,�6" SAN. SWR.
�L44 "+, 13.17 11. TESTING OF MATERIALS SMALL BE AT CITY EXPENSE.
+ + +, + + 15"OAK 12.10 GRADE(TYP)
+ + 5"ELM + + 43�+ �tl2POA 3. L MATCH EXIST. ASPHALT 12. ELEVATIONS AREREFERENCED TOTHE. FOLLOWING BENCH -MARK:
06 5 EDGE 12.84
7"I!LM i LAVEME 12.35
• +Vq, + e% 14 RE: 05- C3
I "ELM --fu C3 CITY OF LA PORTE SURVEY MONUMENT NO. 58
12.30 12.30 12.25 6 CO CR Ka: C3 BRASS CAP WITH PUNCH MARK
NO. TEN TEE 1225 5"OAK PAVEMENT I LOCATED ON THE EAST SIDE OF BROADWAY,
It& 170AK + 16"OAK RE: 04-C3__
13.41 SOUTH OF ARN STREET.
12.5 12.50 ELEVATION - 11.76 (1978 ADJUSTMENT)
01
% 4.5' 9 .11
�O 12.61 T 13.
OAK 151 12.50
EXISTING
7"ELM 9'*ELM IB"OAK GRADE (TYR)-,,, 6 6 .37 \1?.37 5'R 0 14. THE PROPOSED 4 INCH THICK. CONCRETE PAVEMENT IS NOT BOB GATEWOOD & ASSOCIATES
• 12 OAK b 1.1275 DESIGNED TO HANDLE CONSTRUCTION TRAFFIC.* IF THE STRUCTURAL ENGINEERS
17 . 'OAK ro CONTRACTOR DESIRES TO USE ANY OF THE AREAS DESIGNATED AS
O 1�y ofi'<) FF = 13.50 12.35 to 12. 4 INCH CONCRETE PAVEMENT FOR CONSTRUCTION TRAFFIC HE
Zc> c6 SHALL INCREASE THE PAVEMENT THICKNESS TO 6 INCHES AT NO
7 E M 12, 1 ADDITIONAL COST TO THE OWNER.
15" P OAK 41.50' "OAK 12.85 12.71 L0
6
B DG----, 15. A PORTION OF THE CONCRETE PAVING SHALL BE COLORED. THE
I? Oi 11
02 4 - 12.794__� ARCHITECT SHALL SPECIFY THE COLOR TO BE USED.
C3 10" AK- 05� ),y12_.875j -to
0 T 12.7 16. JOINT SEALANTS SHALL BE MAY IN COLOR.
10.50 17. GRADEPAVEMENTS UNIFORMLY BETWEEN INDICATED ELEVATIONS.
1235 u� HCFCD UNIT
17OAK CO
OAK A104 -12 -01 ADJUST AS"DIRECTED BY THE ENGINEER OR AS REQUIRED TO
c,, 12,75,1
.58 ACHIEVE POSITIVE DRAINAGE AND PLEASING APPEARANCE.
9"ELM to 'R (40'ESMNT)
12.37 12.37 1
6 H. 10.55 17. BRED ALL DISTURBED/EXPOSED AREAS WITH -STRAW MULCH"'
15" P. OAK 12.44 SEEDING -PER HCFCD SPECIFICATIONS.'
8ELM 12.28 tb
A•• 18. THE CONTRACTOR SMALL LEAVE THE CONSTRUCTION SITE CLEAN
0 \\:-F 4 T SWALE RE: 01 -C3
+ ADJUST ALIGNMENT
12.17 OD 1244 18"OAK
I 2.17 1 10. 10" . OAK IN FIELD TO PRESERVE 02 NOTES
5'R 12.50 TREES (SLOPE=0.2*/*)
18"OAK GRADE TO DRAIN 12.28/ \12.28 CONCRETE PAV MENT
1 .05 0 -12. 4 It CONCRETE PAVEIA 11.97 RE 04-C3 REY DE LA REZA AIA • ARCHITECTS
IO'R RE: 04 - C3 jo. 15".OAK
12 OAK
20 OAK
12.05 0 9"4-H AHCHIT ECrURE "PLANNING a INTERIOR DESIGN
12.25� .10
11.97 11.97 r6 11.97 33'R
12.17 + VED A,?
.05, 11.20
12
10.7.0
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9"PAK
11.48 11"OAK 17"OAK
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+ + '+ + + + + + + +_ + w +
+ + AAG + + + to
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_'p- -r + 4 +' i2tSW�111thStr�tHmwam.Te,m,77008 713/86A.3121
-r MATCH EXIST. 18.
EXIST IRRIG. + + +''-+-- + 0
CONTROL + +
+.+. + 't��+ + + SH NO. ONE TEE
IF-- + 9"OAK 11.55
+, + + + + + + +' +
I OAK +_ +i + + + + + + + It ASH +. I Ita) 9 OAK 9"ASH Revisions
+5 AS14,4
+ +._+ 4v +4 + + + + + + + -f;j - 1, .+_
'+ + :1,5"PA� +, +
+ + + + + �+_Ie 'I ,�+ + +. + +
12" OAK
6"OAK 751 3 6' 1 =Jl 2
ICASH DRAIN
GRADE
RA I It EARS /0 TO
P' na '%'*OAK
3"OAK 12.17 ft"CONCRETE•
PAVEMENT
03 GRADE TO DRAIN
C3 RE:04-C3
36'R 7 ASH
11.80
ti�12"OAK •15.0
11.90
00 13 OAK
NORTH
7� rm
+ + , � - -, �7`
11.92
19
MATCH EXIST CART PATH
+
12 002OAK 12"OA 15"OAK Sheet Title
7 A.5 H
L.AY0UT.&-
RE: 10-C3
(TYP)
NO. NINE GREEN SCALE: 1 = 20
Al
0 10 25 50 Scale
Date 16 FEB 1988
Job No. 1043
RE: OI-C2 FOR PAVEMENT JOINT PLAN
a PAVEMENT SURFACE FINISHES Sheet No.
01 LAYOUT a GRADING PLAN
Sheet Of 2_1
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GRADE
PAVING PER PLANS Ol. PIPE, JOINT AND FITTINGS MATERIALS SHALL BE:
REF. PT. 4 TRENCH
) A. FIRE SERVICE WATER LINE AWWA C-900 PVC, SIR 18.
a' 2'-0°MIN. BACKFILL Y I _
' 'A.; • b - ;,,,,,., FITTINGS - MECHGJOINTELCAST YIRON,
e . CITY OF LA PORTE (TYP.) RE: 02- C2 „ \ \
SURVEY LINE POLYETHYLENE WRAPPED.
B..DOMESTIC WATER SERVICE - TYPE K COPPER
:. ._ FITTINGS - SWEATED.
A SLEEVE --— C. SANITARY SEWER SERVICE TYPE PSH PVC SEWER PIPE
2' - 0" MIN. r ----�� ASTM D3034, SIR 35.
B ----'' JOINTS - GASKETED, ASTM D3212
16" OAK COVER •D. SLEEVES 18" DIAMETER - PVC SEWER PIPE, ASTM F679
WALL THICKNESS T-1.
�6t.; / WRAP SLEEVE & CARRIER E. SLEEVES UP To 12"JDIAHS - SCHEDT40,PVCTPIPE212
C D ! W/ 8 MIL POLYETYLENE ASTH D1785.
JOINTS - SOLVENT WELD, PUSH ON.
• F. YARD SERVICE WATER LINE -SDR 21 PVC PIPE
„ e
-
7".OAK SEE NOTES FOR ADD'L INFO. JOINTS -,SOLVENT 2yELD, PUSH ON.
° 1'tOAK 8 OAK 02. PROVIDE TIMBER SKIDS AS REQUIRED ON EACH JOINT OF 8 INCH
1
ANUF PVC WATER LINE PIPE IN SLEEVE. FOLLOW PIPfi
0 3 - S L E E V E DETAIL N T $ MANUF
ACTURER'S INSTRUCTIONS FOR
PIPE IN CASING.
12'OAK
�j 03. PROVIDE 2500 PSI CONCRETE THRUST -BLOCKS AS REQUIRED TO
SECURE FITTINGS.
A— PAVEMENT (WHERE APPLICABLE) 14"OAK
04. CARRIER pIPfi DIAMETER ..... PROPOSED SLEEVE DIAHfiTER
B — SELECT FILL COMPACTED TO 95% o"oAK `° 2N.oAK 2. ......................... 4"
MAX. DENSITY ASTM-D698 (8" LIFTS) 8" ........................ lE" (16^ MIN)
C — BANK SAND COMPACTED TO 80% CCEA UT RE MEP -_ 05. QUICK CONNECT (QC) VALVES SHALL BE "RAINBIRD" i33D OR
RELATIVE DENSITY A$TM D4Z5 EXISTING SWALE 9, ELM AINVERT 1 41 I `J' "WEATHERMATIC- V133, WITH KEY. FURNISH 3/4" SWIVEL HOSE
9'OAK ELLS. VALVE BOX SHALL BE 9 INCH INSIDE DIAMETER, 10
AND ASTM D4254 8" K 7" OAK I INCHES DEEP, AS MANUF. BY AMETEK, CHRISTY OR CARSON.
D — UTILITY I l2"oAK 6"ELM `` "-9 EN `� 06. PROVIDE IRRIGATION SLEEVES WITH CAPS -NOT CEMENTED.
I STAKE BOTH ENDS WITH 2" x 2" x 3t-0" TIMBER FLAGGED AND
IS"OAK I ASPHALT PARKING LOT —� - FINISHED AT 1 FOOT ABOVE GRADE.
81
// W.L. SAN. SWR. '..
02— TRENCH BACKFILL NTS AK / 8- I I4 ° S• 22 -* BENDS C BY TYOTHEPROJECT NO.� 07. PROVIDE 31-0" HIN COVER OVER ALL WATERLINES.
' FLOWLINE (TYP.) 0 .\`' TOP BANK (TYP.) / 87-4501 08. UTILITIES INDICATED AS "EXISTING" ARE THOSE TO BE
CONSTRUCTED BY OTHERS UNDER CITY OF LA PORTE PROJECT
SL E PASVItJ�i 8" W:L_'I NO. 87-4501.
CL / BYOT R1
0 7 E, M (BOTH SIDES)
• CLEA UTAEMEP/
s"SAN. SWR.
w 3 .+ .��\`-1 0
15' O K_ INVERT .24 /
m
`
= i - 5"ELM I:. 3'EL J �O
6"ELM - �L CjL ,
2 Z 7"ELM E :. /�
_ 1 , 1 ' - • 2�� ' Cq NEC T ING _ C..c�iU/�.E O^/CIO. 2
Z a s'LM-£t-->------I— M_ 1�i • LEE ` �Y� 2' WAT R R Y
N N0. TEN TEE .�/ 16"oa 5"OAK I °D E c ` `, %O
❑o i 17 OAK
- _ q
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o w cl 2„W\ c `,), 8,p� x� CO N C EXIST G
6"OAK
O12 4itIR S: j94i END o�
- 18"AK v " OAK - I°W.L SL
7"ELM 9 ELM :
> \�. RE MEP
`\0 K, 4AK I FOR CONTINUATION L CL E
-_
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15" P 'OAK ,�--- \ �- IRR G.
LEE E t
Y
i - OLOR 1R T
f i F. F. 13.50 SLEE E E CONNECT TO EXI `' \
t INVERT 9.64 — HCFCD UNIT
/ f C E A104-i2-01
(( 17"OAK 9" ELM RI MATCH (4o'ESMNT)
• -
SLE
CL
8"ELM `L 01.
CLEANOUT RE MEP
REF PT. 5 `v-t N VERT 9.70
10'.OAK� 04 - NOTES
L L
18"oAK L CL L 3/ ' Q.C. Itt
`. •h 9' OAK .5,� OAK
7"P oAK - BOXRE O -C2 FINISH - HEAVY ROO c
12'OAK 20"OAK
9'eOAK `I FINISH- MEDIUM NON- 9"A H
1 SLE c j CL SL E_ DIRECTIONAL
{ "IR IG.-
C _ L - . CL CL CL SLE VE „
_ . :: : I I OAK 8"OAK 17'OAK 9 OAK
10"OAK •. tih ! '\ - I ..:i ( I: h '+•• to `r
r: I ' E LEEV
:,11..: I 1 IB OAK
EXIST IRRiG. cL CJL rk c c cIL cL I N0. ONE TEE
CONTROL BOX I �, f i I i' I lo'?
C{L 19"OAK
_-- T-- I ! — ASH 5iSH - I OAK
IS"OAK
3/4t'Q.C.
12"OAK :.. V.BIB. 'PEA GRAVEL 4" DEEP
6' oAK II "ASH / 12"OAK RE 05-C2
• ...
. • - 12"OA 15"OAK ' VALVE BOX FLUSH WITH
FINISH GRADE
3„OAK -
tK
12 OAK \ `�'•\I•- - �ti+ �`�}„ L 5 O,.
00 C
w NORTH
CIL CIL �s L E:ii ,= h•
Qp L„• .__.. ;,,. - I I 19 OAK "` 12"OAK 15"OAK
�p0 - QUICK COUPLING VALVE
FctSrFEY 7' ASH' 3/4x lz caLVAIiIZEa:
STEEL NIPPLE
STAINLESS STEEL CLAMP
PAVEMENT JOINT LEGEND
—E EXPANSION JOINT RE 09-C3 / SCALE` Itl = 20PVC MAIN
NO. NINE GREEN
- SCHEDULE 40 PVC TEE
6N CONSTRUCTION JOINT RE 08-C3 0 10 25 50 _GALVANIZED STEEL ELL
WHERE INDICATED St AS REQ'D
3/4" X 3" GALVANIZED
Gt CONTROL JOINT_ RE 07-C3 - STEEL NIPPLE '
1/20 X 240 STAKE
NOTE: FIRE SERVICE WATERLINE (F.S.W.L.} SECTION IS BEING BID
-- AS AN ALTERNATE. SEE BID PROOSAL. -._ i
01 -UTILITY PLAN & PAVEMENT JOINT/SURFACE FINISH DETAIL 05-QUICK-COUPLING VALVE
NO SCALE
GOLF CLUBHOUSE
LA PORTE, TEXAS
MNM ENGINEERING ASSOCIATES INC
CONSULTING ENGINEERS
BOB GATEWOOD 8 ASSOCIATES.
STRUCTURAL ENGINEERS
REY DE LA REZA AIA • ARCHITECTS
ACHITE(TtiRE a PLANNING •INTERIOR DESIGN
pED ARC
to
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sT'4T •i'Ph �
f OF tE
1245WrAl8thtitreet H"-a-n,Te:a77008 7131868-3121
Revisions
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Sheet Title
UTILITY *PLAIN
Scale
Date 16 FEB 1988
Job No. 1043
Sheet No.
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/F//3E12Ai1E5lE/�l�E/rVF. CONG�f'ETE
PEre f%C.FSPEcS PER !/.C.F. C.17, SP6GS i -`
p,AV6M�A/7
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3 , (¢/ON CART SX- PATHWA I- -S /1GA
/QS REG2,C� L3GoG f4-
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PLAA/ GK406
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i PLA/V GRR�E � Co// L/A4E STA,B/L/ZED SG/8G,2L1DE
TD /o /MAX. DEA15IT Y ASTM a
698 -
01 - SWALE NTS 02 -GRADING SECTION NTS 03 - PAVING SECTION NTS 04 - CONCRETE PAVEMENT NTS
SUBO ADE IZE - 00-C3 A,97T: Tf/E EX/5T/.VG /O/L/ME S?�t6/cizEO SU�GRAvC
CCNCRCTE P4V/MG ASPN. PAV'T E�CTE/VOS APPROx. 45 / FROM PO/Ac/T OF CENTER ON 1/4" TO 3/8" SAW CUT, W/1 24HRS,
j PROPOSED REINF. CONCRETE REINFORCING 1-1/2" DEEP W/ JOINT SEAL ,
RE: 04�-C•3 BY OTHElZ5 CONNECT/ON To ASPS-/AG-T PR'-/'T RE Cps -Ca PAVEMENT, RE, 04-C3 1--DEEP ON 4"PVG.
8/4"JOINT SEALANT 3/4`DEEP
/2.84 m
/SEE�iNG ~
ECON3" 3"STRAW "elZCA/GOVCKE E �AvsfEti/r �SYM)
F;•:I•yiR'S:.,T . P•:O!:U:. RRE aC3 8Q POURMATCH)/0.GV ✓O/NT
io` a7-C3
12.77 (AIATcN)�Z :•i.:.yam'_
:�-• - • i®:'?.•a•::
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w EXP. ✓O//�/T // (KEYWAY)' _
m RE o9 - C3 h/EAoE�P 6 I PAVEMENT, RED 04-�3
z a No. 5 6AR SLOPE- OAv/.VG AoEX/5T. L/ME STAB. S4186RAoE . �.SEeE A107 )
° PZY OTHERS SCAre/Fy, RECOMPACj ram' AOO SELECT FOR
REINF BARS NOT APPLICABLE NOTE REINF BARS NOT APPLICABLE
/LL FOR °FIBERMESH" REINF CONCRETE FOR "FIBERMESH" REINF CONCRETE
AS /eE(9,2;) TO REACH G,-PAlZE.
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05 - ENTRANCE RAMP 06 - SECTION THRU ENTRY DRIVE —CONSTRUCTION (CN) JT. 08- CONTROL (CL) JOINT
a P
g-vra lug
C.
12G3 (2C-3 +
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�RoPOSE-Z PAVEA4ENT / I.
v ' take ta bar yl6 bdt {- ;�. •.': /y ; - - - - �� o
boos tit a .: ti.. a ? . 26 gongs steel tube 410 2"
� �`� �► � /2 _ •�'i /� PVe•GttlTl�iuRwLoR�Pd- II , , ��� /�"Vol f�v+l1N
smooth bar NOTE OMIT:THIS PIECE IN 4"THICK PAVEMENT
NOTE • Steel to mast ASfM standard
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inasphalt
specification for concrete
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NOTE EXP. JT. IN 4" THICK PAVEMENT SIMILAR; USE 1/2" DIA DOWEL, USE 1/2" JT. FILLER
09 - EXPANSION (E) JOINT
_ NTS 70 = PLAN DETAIL NTS
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BAY FOREST
GOLF CLUBHOUSE
LA PORTE, TEXAS
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