C6.1 - SITE UTILITY PLAN-revised 2012-11-157�
EXIST 18"' CCMA SAN S WR
EXIST 16" CCMA REUSE WATER LINE
A 0
89.9
25'C C.M.A. SAN SWR ESMT
90.060
CONTRACTOR TO VERIFY DEPTH & VOL. 500, PG. 456
INVERT OF EXISTING 18" CCMA SAN
SWR PRIOR TO CONSTRUCTION OF
0
PROP MANHOLE.
0K 0 20 40
8" 1/32 BEND, M.J.
CITY OF SCHER77 1 1 !!9
DRAINAGE R.O. W, 1 - 8"X6" TEE, MJ. TIE PROP 6" SAN SWR SERVICE TO PROP
SCALE: 1 20'
18.051 ACRES 5'DIA. "DOG HOUSE" DROP MANHOLE
VOL. 1704, PG. 120 1 - 6" 1/4 BEND, M.J, PROP TWO-WAY TOP EL: 708.33
1 - FIRE HYDRANT ASSEMBLY (COMPLETE CLEANOUT (TYP)
INV OUT EL: ±698.07
I - 6" GATE VALVE W/ VALVE BOX (COMPLETE) REMOVE & REPLACE
9 LF - 6" DI PIPE (CUT AS REQD) ±6 LF OF CURB INV IN EL: ±698.17
1 - 8" GATE VALVE, M.J. w/ VALVE BOX, COMPLETE PROP LATERAL INV: 702.21
1 8" CAP, M.J. (ONLY IF ALT #3 NOT CONSTRUCTED)
to STA. 1+810.76
1 - Wx6" TEE, MJ. PROP 309.4 LF - 6" SAN SWR EXIST GVEC OVERHEAD
WATER LINE ESMT 1 - 6" GATE VALVE, MJ. SERVICE @ 2% MIN. SLOPE ELECTRIC TRANSMISSION LINE
3.230 A CRIES w/ VALVE BOX, COMPLETE. (TOTAL LENGTH)
(VOL 3135, PG 812) 1 - 6" 1/16 BEND, M.J.
6.7 LF - 6" PVC (C-�900 DR 14) PIPE
1 00-YR FL OODPLAINI
ESMT
80'GVEC ELECTRIC
REGULATORY FLOODWAY PVC 6.126 ACRES
PROP 1-6.2 LF - 8 _04fe-1
SAWCUT & REPLAC VOL. 1194, PG. 532
(C-9010 DR 14) PIPE PROP 73 LF - 8" PVC (C-900 DR 14) PIP
EXIST ASPHALT
(±16.8 SY) (ALT. #3)
PROP 57.16 LF - 8" Pvc
(C-900 DR 14) PIPE PT STA. 3+11.32
PROP 2" TAP w/
0 1 - 8" 1/32 BEND, M.J.
PRV & METER 24'ACCESS ESMT
(ADD. ALT. #3) 1.210 ACRES
VOL. 3053, PG, 227-243
00 DR 14 PIPE
PROP 177 LF - 8" PVC (C-9
PROP 70 LF - 8 PVC STA. 1+64.58
(ALT. #3)
PE
8" 1/32 BEND, M.J.
(C-9�00 DR 14) PI
EXIST 5S1Dt:VVALK W1 3+00
BRICK INLAY& FLUSH
.5.75'
10'WATER ESMT.
0
4.97 __-,-�PROP 6.7 LF - 61, PVC (C-900
STA. 4+88.35
STA. 0+94.58 JDR 14) PIPE (FIRE LINE)
PROP:67.6 LF - Btl PVC 1 - 8" 1/32 BEND, M.J. 1 - 8" CAP, MJ.
(ADD. ALT. #3)
(C-900 DR 14) PIPE R
pp
I-E
EXIST BLOW-OFF ASSEMBLY & PROP DETENTION POND
±23 LF OF EXIST 8" WATER MAIN DEPTH, 4-1 SS)
3
WATER SERVICE (PVC
TO BE REMOVED (NSPI) PROP 2
(ALTERNATE #3)
SCH 40) W/ PRV & METER
WATER LINE ESMT STA. 0+26.97
0.023ACRES
1/8 BEND, M.J.
PROP 89.4 LF - 6" PVC
(VOL 3135, PG 812)
(C-900 DR 14) PIPE
PROP MONUMENT SIGN
6" P,VC INV EL: 709.0 10'WATER ESMT.
(FIRE LINE)
lmg
PROP ROCK RUBBLE
IPROP 27 LF - 8" PVC (C-9�00 DR 14) PIP
3.99'
2.00'
A (6"-9" RUBBLE. 12" DEPTH)
STA. 0+00.00
5
AFTER RELEASE FOR SERVICE, TIE
8" PVC INV EL: 708.
131.140
Noo
PROP 8" WATER TO EXIST 811 WATER
3.9 LF - 6" PERFORATED PVC 5'SIDEWALK W/
EXIST
1 TRANSITION COUPLING, M.J.
DRAIN @ 1.0% SLOPE
BRICK INLAY& FLUSH
tj
I - 2" TEMPORARY BLOW-OFF, M.J. CURB
1 8" 1/8 BEND, M.J.
5, 1 6" 1/16 BEND
PROP 3/4" TAP w/
PRV & METER TEMPORARY CAP 5FROM NEW BUILDING.
REMOVE FOR CONNECTION. (SEE MEP PLANS
N1,
EXIST RAISED CURB FOR CONTINUATION INTO BUILDING & LOCATION
0
131 OF BACKFLOW PREVENTER FOR FIRE LINE)
1111- M-111
0
@ 0.50% SLOPE
i
MEMO
EXIST FIRE HYDRANT
(TO REMAIN) INPI MENEM
SIMMEM DOWNSPOUT CONNECTOR (TYP.)
'!A
EXIST8"WATER
(ALTERNATE #3)
TRAFFIC CONTROL NOTES:
S
PROP 6" PVC DOWNSPOUT (TYP. 1. CONTRACTOR TO IMPLEMENT BARRICADES AND OTHER TRAFFIC CONTROL DEVICES DURING
5' 1 156.2 LF - 6" PERFORATED PVC
NTERIOR (ALTERNATE #3)
UNDER DRAIN 1.0% SLOPE
PROP 1 TAP W/ P & SIDEWALK ALONG SCHERTZ PARKWAY OR COMMUNITY CIRCLE.
METER FOR LANDSCAPE IRRIGATION
2. CONTRACTOR TO IMPLEMENT ADEQUATE ADVANCED WARNING SIGNAGE INFORMING ALL
(SEE LANDSCAPE PLAN FOR CONTINUATION) AFFECTED TRAFFIC OF CONSTRUCTION TAKING PLACE IN THE AREA.
;p =1W
;;o 3. CONTRACTOR TO SUBMIT A TRAFFIC CONTROL PLAN FOR REVIEW BY ENGINEER PRIOR TO
AN I MAL ADOPTION
oe WORK COMMENCING.
DEMO EXIST DIRT PILE CENTER BLDG. 4. REFERENCE TXDOT AND CITY OF SAN ANTONIO TRAFFIC CONTROL STANDARDS FOR LANE
CLOSURES, SIGNAGE, STRIPING, ETC,
N\, FF: 713.50
N
TEMPORARY CAP 5FRO�M NEW
F '1111n§
z 1 \7-
BUILDING. REMOVE FOR
CONNECTION.
Ems
(SEE MEP PLANS FOR PROP CONDUITS
SEE MEP SHEETS)
CONTINUATION INTO BUILDING)
747
PROPCONDUIT
(SEE MEP SHEETS)
.el
IN
21
DOWNSPOUT CONNECTOR (TYP.)
(ALTERNATE #3)
'T "NO
"'N
;?-7 1 Alft 1111111111910 2'x2'JUNCTION BOX
1 _10 '711.47
111 TOP EL
709.29 (8")
PRO� 6" PVC DOWNSPOUT (TYP.) INV IN
�51
(ALTERNATE #3)
.1e 83.7 LF - 8" P C INV OUT: 70:9.19 (8")
cl
EXIST BUILDING
oy
v io
51; am 4010MMMMM mmmmtM No ��MEM� 11M, rR 211, Ul---��1111"....2ffl
OWN=
11, NO-— NET= Hamm
EXIST EDGE OF CONCRETE
ggk t"g
"N
Z 0
PROP 3/4" PVC (SCH 40)
WATER SERVICE w/ CAP
FOR FUTURE
DOG PARK
EXISTING BUILDING
111b
! f
11211"
I F77F771-
0 08 00 10,108-44 10-010 111
1 2
R
"aill
2'x2'JUNCTIO:N BOX 25�.4 LF - 8" PVC @
TOP EL: 711.97 0.50% SLOPE
INV IN: 710.04 (6")
INV OUT: 709.94 (8")
PROP CONDUIT
(SEE MEP SHEETS) 2'x2'JUN1CTION BOX
TOP EL: 712.06
/ A \ INV IN: 709.81 (8")
�4N INV OUT: 709.71 (8")
Z_ I
PROP' ELECTRICAL POWER
DROP 1& EQUIPMENT
!2� 11/211 M2
UylfflA
4 8 0
a
PROP 6" RAISED CURB MUNICIPAL COMPLEX
& CONCRETE STOOP Z LOT I BLOCK 1
I z f L-Ir W W 1 r_% 1 XT x
w
91
1
011w1wislas gum 129"10 111.17-11" folVEMN ONT-14 Ettims:
_EE I R%
@911ATE Jr&;R17U 11D &A - G E '
THE OSHA STANDARDS AS SET OUT BY STANDARDS - 29 CFR - EXCAVATION" - 1926 SUBP
N
M
I G RA PH I C S C A L E 8
3