HomeMy WebLinkAboutNORTHWEST PARK CONSTRUCTION PLANS •
FROM METER
ROLE I_____
(SEES
SHEET 5)- //
PVC OR NOTES:
n CONOu(T (U/6) / Y YLENE 3/4 ELECT, \ 1. SEE TYP. DETAIL SHEET 5
_ Po J T MULTI- USE COURT 3/4. W, TO OUTDOO / TUBING CONDUIT U/G� FOR WA-IER LINE BEDDING.
SHOWERS - - / TO CKT, 17 2. "DO NOT ENTER" SIGN) MOUNT
SIDEWALK I 5' HIGH ON 4"x 4" x ' LG. , *Z
9O - �� - - ,.J (SEE SHEET 7) 8
--- __ _-- _ - ..� / I I I SYP , CCA TREATED FAST.
i- CT ! \ -N� 3. FIRE HYDRANT SHALL BE
„ c!� �trI /G
I I MUELLER CENTURION OR
N. P STREET w DRINKING 10 ' ACAN - DARLNG,OP OF CURB 25.52T, 17
mod (SEE SHEET 4), W n (2' COVER, RaMp
., 3-HANDICAP / , TYP,) - _ \0 4" DRAIN PAWUNG SPACES 21 /�
2' x/` BUSHING (To DITCH , u11'IL , 2'-TYPE �, 20 25.3` IXTURE
CUT IN A I BORE ROADWAY (PAVEMENT WIDTH 10` MIN
WATER METER FURNISHED 1� / Ub TYP FORA
R
TEE ON ( ; PROPOSED POTABLE WATER LINE INSTALLED BY CITY �� 2'I W I "B" C ) - NO CURB THIS SECTION
EXIST. (o i M 2 ( \ L _ / -�/ � C
WATER LINE6, 6!t 2". TAR --SEE VACUUM,3/q. ELECT. S R _ 0 ;' —
>- , ! BREAKER / CONDUIT
- / 'v- - 245
_
DETAIL_, U/ - - ' ' N-.- r °
riz.51 I
� w I = SHEET �► . / � _ , T �
io" GATE VALVE Q
Q `
3/ " ELECT CONDUIT U/G —
W I y I l J - 4 ;\ �.,� �3� \ \ ! - I_, BLDG, WALKWAY '\
FH / P c. — - — — — LADAWEAT
I- Q 3 N kn tom-_---TYPE „D„ FIXTURE v� • �.� P 1,
--SEE NOTE 2. (FUTURE)
w O Zo! 4" SOLID WHITE STRIPE x 50 LG. ��
1 O I 1 � � � N �1 i p �r (BY CITY) in
- _ C �`r u► - , C��� 1 �� /APT.to _ --STA > y i - 3 R ALT. D. - -
R
CURB ONLY FO
_... C Z COMPACTED
P 0+00 .
---- i W' I \ :. I ; BACKFILL.
lP Ill V :
t w V ' I- HOC- ---------�-� _O
U N n- �• P,C. UI '_ R 300.000 I N i/
u N CJ j`
3 � 0' I m 3$.000 � .L_— .L1
Z)W — `— P -- — I — 1 19. 099 T'
(Z r WI ' _ T 103. 298 0 �
CONCRETE /"
R: o L f98.9f�7. 2,SOO PSI
o-id O NOTE;
pU �p� N ' - F 11Et E DATA , � C. . 267.680 r
JOINTS (C E 4 CJ) AS SHOWN P. I. .:390 978
d . R I H---'r.. - -' ARE REQ31RED FOR ALT "k d' ONLY) P: T. = 486.647 < (RED') --
m — �� SEE SHEET 7 FOR DETAILS. ---- --- --
+ 2.'x4"3 BUSHING TYP, • ; w m�rlti9m + . CONDUIT (S) —"
.i ,, ., CONDUIT
- -- _ _, - 0 -- 4 1;19.099 TYP. CONDUIT BEDDING DEL
HOSE BIB,MOUNT IN STD. METER 0 T - s0.20 .
BOX. INSTALLED FLUSH W/GROUND ' L " '99.484'
~ASPHALT P.C. �* 19.' 97 t , NO SCALE
(TYP, 4 PLACES , 2 PER P. 1. = 170.900 •• 2
SOCCER FIELD) ! P.T.. - 219.281 ,
�S ------------ 130 — 225 165
H Nw ow O; NOTE:
;OC ( 'j a Z N O- U GRADES ELEVATIONS AS SHOWN ARE in ,) �sr NSQ QOC� \o'pp
O Q t J 1 \• I _ .. u N rte= - O N �y
O 3 ; ^ O �;,� • J, FOR ALT RNATE D. GRADES "` ELEVATI S w N d F'30 Y i w -<'ea FOR ALTERNATES W, B 4 G ARE AS N D m N N Q m m� N N 4 _ r d N 30
3
Q tm JP � tWp2� 1, 17. EiL — v5 w
- 04 0 - GRADE UFi � cC-w-- 0. 17 % GRADE _I 567.(6, FOR ALT. • t
"�" a �' A„� 't" ,.C„) L, 7 ---TOP OF CURB EL. 25 (S
5___. H,,
j I j
15
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0+00 1 +00 2+00 3+00 4+QQ
•
,;. MA,iftY t/WARD STIVER
k •Y • 2 Y <. Yc+ .:
ScaleY t ny gk Q,5i k z a {
Project No. 8801
3.•" x '}.aY`'*n₹� i y 4Sa ° ., � '` w .j �ni + s+6+., E C t _
Drawn: I DN '20 0 20 4b c + ?'X , x ir�i, i E • v rr ran .° s tJ . L:
STIVER ENGINEERING INC. nw , � �z xa
l i ► 1 I I I ? .t a yt
R DRI i HOrtZ. I = 20
1309-A PEDEN STREET 2 Z4 EV DIM. TO VE COURT W DTN M S• G. Yx 1'3 t 5 :. +Y 'tClt�.—i a ''e` R f Q 't f' s.r> r aJ..• r , ;'.,t
HOUSTON,TEXAS 77008 Approved. PE j n m , @1 A►121 .
1 I7 REV. R ADDENDUM No i tS I t I I i t . .$} r w ar .X ,` x Of 23
'� y'• n i 'w f 7,C•,,,.s:T < t a s*M: t Y�x_ i 'x '�{ ,W, {,P k�x4tw�. ° '% xs ?t` 3< i c sty' k .;•t w .i
No. Date Revision Approved w . r ,v. •,, ; Date: 2 Z5 SS Rev.
F
NORTH ��P" ST. (ASPHALT
I
l PROPERTY LINE
,
I � \
1P�8
EXISTING I2" SANITARY SEWER
EXISTING MANHOLE
FROM OUTDOOR
SHOWERS
PROPOSED 4"
\ DRAIN L►NE .--• - _ -
}
\ PICNIC AREA
+ /
-- PROPOSED SN SANITAR`C SEWER
( ►'
� 2- CLEANOUTS) /
I 2
LG. SERVICE DROP .METER POLE
_ -- �— NOTE :
i%Z ELECT. CONDUIT U/G (TO MAIN RUNNEL) SEE SHEET I FOR SANITARY
-L P ELECT. SERVICE LATERAL SEIn/ER 03t,15i'RUCTION NOTES.
V_--EXISTING XFMR POLE (SEE SHEET 6 FOR BEDDING DETAIL.) SEE SHEET G FOR TYP. CONDUIT
BEDDING DETAIL.
POOL AREA
• � U
�j F `
@@1 NOTE:
SLOPE SIDES OF TRENCH OR
a USE TRENCH BOX TO LI M IT
W� THE EXCAVATION'S VERTICAL
/ w _ E SIDES FROM EXCEEDING 5
FEET,
br
e<BLDG,
W �L-a JtU:E Z!Z
Zo0 0
uj.W>!>
T. CONDUIT U/G ,N. �w ✓/,/�1N' " '
FROM CKT 17 (2' COVER) TYP) Z13 2 COMPACTED
'��- NATIVE MATERIAL
TO PARKING > O i .9
AREA LIGHTING Q d iv =�i. - `L ` "" COMPACTED
(SEE SHEET G+�- BANK SAND'
FOR DETAILS_
i
TTYP )
TYP BEDDING DETAIL
FOR SEWER 4 WATER -
NO SCALE
L N. P' SL
=.0
+
I �QO
— — W J_
8
(NORTH)�—
Z_
J
EV15TING GRADE
i
--\
\\\
432�- 8�� SANITARY SEWER Ls)O, S %�
OD
00iZ
uu
CLEANOUTS, N°N
��N
V)!N
--
+
I UJ
- �-- 45° LATERALS
EDGE gL�'--- _-
STA, 3+ 89
m
�+
to a0
- -- -- --
i
- 4-
I
-- - ---- —
i
I
to Z 1.12'
SUMP (SEE SHEET 10
FOR DETAILS
-
SANITARY SEWER REXIST.
-45 LLO
30
2S—
_----- �,-EXIST, If (E 4 W)
u►' °-
- -
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STIVER ENGINEERING INC.
1309•A PEDEN STREET
HOUSTON, TEXAS 77006
(713) 526.3478
1 +00 Z*'oo
Scale
Drawn: 1-0H -20 O 20 40
1 I I I I, Horiz. I" = 20'
Approved: 1 •17 REV. PER ADDE14DUM NO, I MISS -5 , ' , , , 0 5 I? Vert. I" = 5'
No. Date Revision Approved
rVCJ /
45' ELL - 4"
FL 20. 79'- S, .
------x4 REO.TEE
TIE- IN OF 4' SHOWER DRAIN
TO 8" SAN, SWR. (NO SCALE)
CITY OS' LA PORT'=
•NC1t?i'iiFfSST PARK >_ .
SAN22`A1tY . - SEWER
CLAN. Ss PROFZ•Lffi
Ss 0 T_ %7Z ELEC'TFt= CAL
Project No. 6801
Sheet 5 of 23
Date: 2 - 2 2- - 88 Rev. j
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