HomeMy WebLinkAboutNORTHWEST PARK CONSTRUCTION PLANS (2)NOTE '.
SEE SHEET 8 FOR
LOCk7ION 4 oRkEN-m-noN.
PLAN AS SHOWN IS FOR SOUTH SHOWER,
NORTH SHOWER HAS INLET
4 OurLET. 4- 5Q
4 it
PVC GAW
4-: POST
=0
4
0
-1
W1
,,,,,--NEENAH FRAME
tGRb,,7E (R-GG70-52)
R F-qupL.
CN7CH BASIN
DRAIN LINE
CATCH SASIN 4 POS7
PLAN
SHOWER 4 CA7CH BASIN
YZ I o-d' (TYP Z PLACES)
TO,C. Z5.4± .1-01-0
SEE DETAIL I' ' 4" DRAIN L
THIS DWG, POi;Z
OUTLET
DETAIL FOR *4 Q 11�'E,V-
NORTH SHOWER I' _4� MAX.
OP NOZZLE
-.2 it - '.7 It
C, L_
POOL
611cryp)
0
- 1
m
j4vi __ u
SEC-TI I ON
yz� = (—do (—)
I I �,
FOUNTA\N DETAIL
(Z KEW191ED) ;17-" = f-O"
Rff 510mi
SEE ENLARGED
VIEW
SECT10N rB��
k2 � = 11-d' �7j_
#4 THREADED ADAFITER4
,kALE PLUG
TEE
1, Pipe STUB
DETA!IL
3/4 14 = 1 1-0 11
-NO-ZZLE MO. ISOZO) BRASS,
5ET ROR 9CP SPRttkY (BY 5PRM1WG SYSTEMS CO,
,J.F:. ENGLAND
THREADED NIPPLE P. 0. 5OX 787S
(BRIANISS OR 5.1s.) \AACq TX 7G710
300 # GAU4. STL. 81-T -77Z- 9558)
COUPLING
ADAPTG R -
(SOCKET x THREADED)
I" pvc-
:____`-3,50q Psi CbNCRETE,�
PA7C_H HOLE5 4 STONE
r2f IM 9=^%7 "k111=^V1 r_1k114__1_1
ENLARGED MEW
ACID PUMP �_�c
CHLORINE PUMP t
pH j ORP SENSORS
ENLARGED VIEW
sizc-ngisi
i
p OF
ST
POUN-TAIN PUMP k�
ell
TO MR —
POLYETHYLENE FOAM
SPRAY POLYURETHANE FILM
NOTE*
C)LYURETHANE
FOAM e� POLYURETHANE ZYSTEM SHALL 51E
FURNI�HIED BY NEW BRAUNI:-�% GENEPAL
+
r6yr6>('%.W,WF,
STORE MR KENT WALKER) 305 W, AUS-nN
NEW ��h�NFEL% 78130� (512.) 620-4�30
J
6rX
OR AP?VO\/ED1' IVALENT
CEMEN7.STA&L1ZED
+
SANE) FILL MATERIAL
--POLN�ETHYLENE SHEETING
BOND BREAKER --TOR
OF NOZZLE EL. 31,Z
A
ENLkKGED
VIEW
TOP OF MOUND (CONC.)
EL, Z9,
FOUNTAIN ES -TYP
*,HiEA�
THIS
DGE
DETAIL FOR
'��-CAULK JOINJT �TYF)
!oSkATER
MOUND
11-o"
VNIRIE'S
-EXTEND POAM POLYURETHANe sySTEM
OVER FOUNTAAN COLUMN.
it
BLACK (2� HIGH NUMBER ON
WHITE BACKGKOUND (CENTERED)
SEE PLAN ON SHV-7ST 6 FOR NUMBERS
j LocpmoNs. 8 1 Sol
m
.FOCL PIPING DIAGRAM
NO SCALE
-DETAIL
(NO SCALE)��
AS
NO DIVI
DETAIL
(NO SCALE)
leunim, leAmw
f 4 iivc� ba Vag, sin$l000 ar, daub
FILTER R)MPS
v a
q�j
ze. Pvq ball'�r "irizjiheek,
re
.5 workihk.p sauro.
(Typ') 'k 1 :34 FV
D C or Sch. 80 P C.-
�sch,'Ao
ER FURNISHED,:o TO BE INS7ALLED BY CONTRACTOR.
�V_ FVC—
SECTION rC__"�
It= 11-0 11 k\"-6
S B CK 4�' LETTIERS
WHITE 5AC.KGR0UND--,,
AS REQUIRED
I
NO DMNG - BEACH A��
DETA\L
. SCAI-S)
EVANSION JOINT
DECK
EO
PLAN --,JLk-
�'F
,\ ACE SKIMM
40 SCALE) (TYR 6
I
J
COPING
FOOIL.
E30Y OU7 FOR
SURF54CE SKIM
IT 15 IRTeGRALLY
CAS"T W/WALL.
Aij('.%ITE�
REV. PER, ADDENDUM No. I
No. I Date Revision
JApproved
STIVER ENGINEERING
INC.
1309-A PEDEN STREET
HOUSTON, TEXAS 77006
526-3478
(713)
0 m U?W 6V r_itlmot. VIc
"ell
!!V[R
3PC)C>T_# 3:)3MrMA&.X ZNS, 4
-'A
...............
Date: �3 - 3 Project No. 8801
Scale: AS MOTED -:::#Srh
9 of
Drawn/Approved: eet —
2,3
BROOt-4 FINISHED CONCRETE
T0,C- EL. Z5.G
SEE DETAIL I FOR JOINT DETAILS
PROJECT I
PLAS7ER
k WORTH PLASTER J
98
uj I it
4�
W 8!- d d' ZZ-0 -9-or, 14'-0" 14 0 a It
to
I- 011 (0
4-0 5Q. to 8-di
yp
x Z
2 -POSTS FOR
41 0 10
SHOWERS (SEE 2-0
SHEET 9 FOR DETAILS) (TYF)
cL 2 - CA7CH BASINS 6 K SAND R4tsji< SAND
_#4 E.W.
(SEe SHEET 9 JOINT
N (1:
FOR DETMLS) Z4.?d
PO
_0 5�=ION (A LYURETHANE
CORK
AA I I-d' — �_` CAULK
"044V- /4 V_
304 FEL7 70
4j' PVC e I
.576
BREAK BOND
_T #4. e id' Em. SEE DE7AIL 2 FOR
JOINT DETAILS
b b
TO.C. EL. 25,Co
00 QD
kVF*T.
4440
-fib) r 57
JOINT
04 (2 10". TO MATCH
K'SAN
b 4 Q EP EV E,F. SLAB STL.
ED -2G R y #4 E,F, m MATCH P't-NSTER FINISH
�q RT. 57L. DETAIL
(TYP)
VE
2
-TO
b
b
r
I: *+1 304' FELr "rO 13REAK BOND
It-- FOUNT�NIN
PLA,%f/WA z
L
MOUND OU 4 X/'JOINT
FILLET TO BE RETHANE
PoLlfu
GUNITE APPLIED 5 TROWEL JOINT-\
CAqjLK
X___--�CORK
+ +
COPING
T'C?. AROUND A Lu_ 9
Y)
B
OF POOL _j r bi
-0 �O =0 11-d
166 -3/� JQIN-Tj �bD _j
NORTH END 7,_
E.J. m
OD 0 Lu 7 0 - OD
_0
—1
FOLYU
RETHANE
CORK
00
CAULK
#4 (TYP) PLASTER
+ FOUN-TAIN 4-,t
TIES
#3
1 701
0 (SEE DETAIL
I lu
SHEET q _1 -I. *+ @_ Id TO MAMCH
z
E.J. <
LL EI.J. SLAB STL.
0
IF
TYP E'XPANSION JUNT (I= J) POST DETAIL
z-*s 3 STD. STL.
uj
DETA
_j IAL I kz
0
0
00
0 jjj —13UILIDING PAPER
- -------------------- A TYFE 304- S.5. (-rYF)
TE
E.J.
I' 4�'4 miN, 3,soc) Psi coNcRE
b
m,zs co 0
77�1
W -7
CL
E. J t 2LI
ANCHOR
SOCKET
OD I
I I Q0 - 1 4V)—
BUILDVING WALKWA`f 13UILDING
00,
0 FENCE POST FOOTING DETAIL
(TYP)
ELEVA71ON
DEPTH MARKER
cA
It. Z FENCE POST'S SEE DETAL 2
fl SHEE7 9 (TY�.
(TYP ON SOUTHI END) TYP LADDER DETAJL No. Date Revision jApproved
PLAN ZO PLACIz.....ij
(NO SCALE) (Z REQUIRED)
SIGN PAINTED ON CONCRETE \--SIGN PAINTED ON, CONCRE-M-
SEE DETAIL _+ SHIEET c POOL DECK SEI;� DETAIL 3 SHEET 9
It STIVERENGINEERING INC.
(TYP. _T PLAC�'S AS (TYF. -7 'PLACEiFi. AS INV&-reD By
1309-A PEDEN STREET
INDICATED S-f
HOUSTON, TEXAS 77006
TILE DEFTH t4ARKER. (TYR S PLACES EACH mc (713)526,3478
TIro'c' 2s'e EkST ef WEST WALLS 4 PLACES ON r
7
0
M15!
A`v V��
OU74j NC)NE REqUIRED IN 514ALLOW END)
-7
Zzz ' n7l4w3m
%
&
F'_ I
-29-88 01
Date: 2 Project No.
SECTION
c
Scale: AS NOTED
1-d' 5 2_ 3 _3
Drawn/Approved: IIIDH Sheet of
71
- --- - ------ A 10
2-1 PROUECT
NORTH
NOTE,
SLOPE FLOORS UNIFORMLY
TO PLOOR DRAINS�Fj)')
SUMP AS SHCWN� !/s7FT
I it
3-3
1-7 I-oll
(Ty P)
-+il-d'
a'-d'
Z4- I -oil
m
-01
V,
Cci) DOOR
F. D,
I ol
i
I -A
LNORTH BUILDING FDN.
-TO.C. EL.2S.Sd(POR BLDG)
7.0,C, EL.-VARIE5 - �rOR WP%LKWPY (SEE PLAN)
#4 DOWELS Q�? 45c� Q� WALLS ONLY (SErc DwG, A,2)
#4 e 18' E.W, (CENTER IN SLAS)
AN
0
-1 3
CLR,
I F '1--compA SAND
WALKWAY 51_A�13
EN`TR�-( WALK —
A- � � I =
* 5 (Typ)
COMRACTED
4 57IRRUPS
SUBGRADE
P. 5 C/C
NOTE:
STIRRUPS M07
SHOWN FOR
_'# 5 T B'
CLARITY
TYF? EXTEI
W =
T 0. C. EL. Z5.5d (POR 13LDG,)
-TO, Cl 7=L, - VARIES- FOR WALKIA� (SEE PLAN)
#4.0- 18' EX (CENTER IN SLAS)
_*4 DOWELS 2 4'c/,- e WALLS ONLY.
DI-1 LL /< (SvE DWG. A2 FOR LOCKTIOW)
LL V) (2 F>Ro-j.)
Lij
,f
ED
% V)
Q
_j
<
U
jr
2-:z
R-51:
--zX . . . . . . .
CommcTeD SAND (Typ)
CLk' 74- STIRRUPS <�? d c/c
(Ty. COMPACTED SUBGR�DE
—Z - 45 T, e
YP INTERIOR BEAM DETAL
34
EXTERIOR SEWS
TYP CORNER DETAIL
I it
'514 1 - 0
EXTERIOR BEAM
Irs (TYP) 5 Tl 5.
NOTE*
-!�OT
.5
INTG�RIOFZ BEAM STIRRUPS NOT
- _r \tj
SHOWN FOR
SHO
7CLARrr**(
-Typ I
/�+_'Z -PILASTERS FOR LIGHT FIXTURES)
SEE DETAIL 15) SHEET AS. Ppovir,>E 4 - *4-
DOWELS 70 MATCH #4- VERT 5-TL.
IG 41 1-0 11
4�-Cr 4'-0"
4-
5 - 9 5-9
't SUMP
U)i
R!
.So I
I
DEEP)
it
___ __1 I F--
I
Lj
+
1 5�- \Cr
+
(Typ)'��
PLAN
BUILDING POUNDATION
4 %1 . I L (:�'
I 1. -0 11 SQ. /////-,9ATE POST) SEE
DETAIL 4) SHEET A5
GROUT—,
D.
IX4 REDWOOD +
ASPHALT IMP PELT
DEPTH OF BEAMS) SOUTH E3UILDIWw PDN.---
(TYP BE I WEEN BLIDG.
FDNS. � WALKWNY SLAB)
'�—cow:TROL JOINT e 4-' _6'5�c'_ EXCEPTAS SHOWN.
SEE DETAIL 4-) SWEET AG.
SEE DETAIL �) 514EET AZ F70R FINISH
OF WALKWA.Y BIETWEEN, BUILDINGS
1-7 1- C) It
TTO'C GRTG, EL, 25,4d
11
MM. ABOUT ANGLE FRAME: (H.D. GALV,) 1 11 ), 3/14, x Z'-3" SG?, GKP,71NG
L I x x 2' 4.�4 (H.QGALV,)
W t - Z 50.7
X �11 LG, ANCHO;6/ 900 STREET ELL (G x S)
5er- /I CUT SPIGOT END TO
MITER 4 WELD DIMENSION SHOWN
�_OKNEK-.4)
SMOOTH, CAULK
444
T(
Ft 24,12 CORK CY4")
00
IZEM, E.F
L#S x 12!'LG. HOOK 4\4"
WELDED TO BOTTOM
OF 0_' (TYP + PLACES)
TYP GATE POST CONNECTION'DETAIL sE:c-noN
(Z REC?UIRED) 1�_O"
EXTERIOR BEA POLYURETH"MINE CAULK
Lyu'�t'
U
OR `<�YLENE
-314f COW POL
09L DECJ�j SEE SHEET 8
SEC-rION
DETAIL
NOTE',
SEE SHIEET 4 FOR BUILDING
3LA,8 GEW0;ZAL ts��.
or;
00
t SUMP - I
_T 0
If
Ln
4
I
1 9
- -------- - - ----- --------- --- ----------