HomeMy WebLinkAboutFlats at Meadow Creek Lot 1 Blk 2 - - _ -.-w-w�w-w�•-w-.-w-.-"-•-w-•-w-.-w-.-w-.-w-.-w-w-w-w � I rT �p�F-OF MdI?A,V4
MARK A.
CHANDLER
9518ES
FI�NtE
--- - --�" EXISTING CURB STOP DEEMED UNUSABLE.
-" -s-s_• " ABANDONED IN PLACE. STUB WAS CUT AND w DEAD END Sheet 1 of 2
CAPPED AT MAIN IN LANTERN DRIVE. BARRICADE
Scale In Feet
„ SANITARY SEWER �- _ -------- ---- ----- i 10 0 10 m N
i SERVICE „ I --� ----------------------
--- ---------
3 0 3 C
Scale In Meters m o m
STORM SEWER INLET
4 64A' -4- EXT'G WATER SERVICE TO
I I I I m N
z INV. OUTUT=496960.94' _ -, 1 BE ABANDONED IN PLACE. 364_ENTERPRISE BLVD. D >- e
CONNECT 12" CORRUGATED _ I i Z o
_ REMOVE CURB STOP. 0 ❑N
PLASTIC PIPE TO EXISTING 1 I I I
STORM SEWER STUB so I I I I CID
m
40-5D I I I PROJECT BENCHMARK: m t
- 1 I HOT TAP EXT'G 8" DI HYDRANT ARROW BOLT AS SPECIFIED C
SANITARY SEWER I i I
I ' i SERVICE I �I WATER MAIN. INSTALL AIR �� � � I I I ON DRAWING. ELEVATION=4969.58' U �$a
I RELEASE VALVE ASSEMBLY --- --------____ C.O.B. DATUM W
AND VAULT - -
I� ABANDON 8" DI g
WATER MAIN
STA 0+02.00 STA 0+11.00
BEGIN PROPOSED WATER MAIN REPLACEMENT S.S. MAIN CROSSING `SANITARY SEWER
CUT EXT'G 8" MAIN, INSTALL 8" GATE I I -, S /
STA 0+92.23 i F -STA 0+95.25 / SERVICE
i I „ - 8"x2" FIRE SERVICE SADDLE LT
VALVE MJxMJ & 8" DI 45' VERT BEND MJxMJ ( ).
o _ _ - 8"X2" WATER _ r
11�Ll fl II V + SERVICE SADDLE (LT)
Ip I i STA 0+03.17 STA 0+18.00
J I „ ' 8" DI 45' VERT BEND MJxMJ „ 8%2" FIRE SERVICE I .g - +00_----_- % 1+93- \\_ -I
i W„ I i l SADDLE (RT) .�
_% ��. - �� ._.-.-.�* " 1 - I
_ � .�• STA 1+02.15 STA 1+73.93-4 I • STA 1+92.58
Imo" - -' • ' - EXT'G WATER 8" DI 11A 8"X6" DI TEE END PROPOSED WATER MAIN REPLACEMENT ' F�
id „ F-1 I - - -_SERVICE TO BE -BEND MJxMJ (RT) --- BENCHMARK: ' Q
Im^ I w ABANDONED IN MJxMJ (RT) CUT EXT'G MAIN, INSTALL 8" DI VALVE
I FFFarrr999111
W I i " � HYDRANT BEND MJxMJ RT & 8" GATE VALVE MJxMJ
F STA 0+19.50 L-- PLACE. REMOVE III ARROW BOLT ( )
I W 8%2" WATER SERVICE SADDLE (RT) i i I CURB STOP. 6" DI HYDRANT i ON END OF EXT'G PIPE
„ STA 0+22.00 I I I LEAD 20f LF - - -
g' DI 90' BEND _w
i I I I STA-0+67.07
��• MJxMJ (LT) S.S. SERVICE TO BE RELOCATE EXT'G 8"
0 - I ABANDONED. CUT OFF & FIRE HYDRANT -0
I INSTALL GLUED ON CAP. ASSEMBLYINSTALL 12" RISER I I
EXT'G 8" DI MAIN. 0
HOT TAP EXT'G MAIN. I '
INSTALLS' 2" FIRE
SERVICE AND WATER I 0
LOT 1, BLOCK 2 SERVICE SADDLES
�Q
W
1 WATER MAIN PLAN
C1.0 SCALE:1"=20'HORIZ.
4970 4970 A
STA 1+73.93 F+wl
9' BURY DEPTH /;
BURY LINE EL 4967.49 INSTALL JOINT RESTRAINTS WITHIN 14' Irrl
OF ALL FITTINGS OR AS SPECIFIED.
FINISHED GRADE
EXT'G GROUND
AT S.S. MAIN CROSSING (STA 0+11.00), PROVIDE U O
ONE FULL LENGTH OF WATER PIPE SO BOTH JOINTS u
WILL BE AS FAR FROM THE SEWER AS POSSIBLE. z
STA 0+00.00
BEGIN 8" DI WATER MAIN.
INSTALL 8" GV MJxMJ & 8" DI 45' VERT 6.5' COVER STA 1+73.93 �rrl
BEND MJxMJ. INSTALL JOINT (MIN) 8"X6" DI TEE MJxMJ
RESTRAINTS WITHIN 14' OF BEND INSTALL JOINT RESTRAINTS
INV 4957.24 STA 0+67.07 WITHIN 5' OF TEE. INV 4958.51
S.S. SERVICE TO BE ABANDONED �.I U O
STA -0+03.50 STA 0+11.00 INV 4958.85
HOT TAP E-0 MAIN. SEWER MAIN CROSSING _r
4960 INSTALL AIR RELEASE INV 4956.78 - 4960 `V
VALVE ASSEMBLY&
VAULT STA 0+18.00 8" DI WATER MAIN
8"X2" FIRE SERVICE SADDLE
INV 4954.44 90 LF, 5=0.76%
EXT'G 8" WATER MAIN - -
STA 0+19.50
8"X2" WATER SERVICE SADDLE STA 1+02.14
INV 4954.44 MAIN
18" COVER Er DI WATER 8" DI 1+92.23 ROLL N BEND MJXMJ
(MIN) gNT
0 �F 5<4.45% 8"X2" WATER SERVICE STA OSADDLE -RESTRANTS WITHIN
OF BEND
INV 4957.57 INV 4958.01
STA 1+92.58
STA 0+95.25 END WATER MAIN
3 LF, S=100.0% 19 LF, S=0.00% CONNECT TO EXT'G MAIN WITH 8" DI
8"X2" FIRE SERVICE SADDLE 90' BEND MJxMJ & 8" GV MJxMJ.
INV 4957.71 INSTALL JOINT RESTRAINTS WITHIN
STA 0+03.17 STA 0+22.00 14' OF BEND. INV 4958.70
8" 45' VERT BEND MJxMJ 8" DI 99 BEND MJxMJ Drawing Date: 07114115
INSTALL JOINT RESTRAINTS ROLL BEND & INSTALL JOINT
WITHIN 4' OF BEND RESTRAINTS WITHIN 10' OF BEND
INV 4954.44 INV 4954.44 FINISHED GRADE PIPE INVERT EL.
4952 4952
N 7 N co Q. 7 0
N N N N <O<O O cq O> O>
a� as aN Nco inr �nm �ro Toro cimo
m w rn rn w rn rn m rn rn rn rn rn rn
0+00 0+50 1 WATER MAIN PROFILE 1+00 +50
C1.0 sr_ALE:1;,=10'HORIZ. AS-BUILT: 07/14/2015
1 =2 VERT. #14704
Scale In Feet N
10 0 10 I nn 1+93 - � OFMpyTgNq
w w-w � �
m-
�� 3 0 3 MARK A. d�
4 Scale in Meters � CHANDLER
368 ENTERPRISE BLVD. No. 9518ES
I
I � � Ili } FNc/Nl�l sa1O�
H I 360 ENTERPRISE BLVD.II L�I'1 11I ( STA 0+15.09_ '4E S5 I INTALL Z CURB Sheet 2 of 2
,
STOP AND BOX I
I364 ENTERPRISE BLVD. I`
I I STA 0+00.00
CONNECT TO EXT'G +00FS FS FS-FS FS
8" DI WATER MAIN a
I FIRE SERVICE (WEST) I , I (n m N
INSTALL 66LF OF 2" TYPE K COPPER I I 1
FIRE SERVICE (EAST) D
STA 0+71.60 1 INSTALL-51LF OF 2" TYPE K COPPER
INSTALL 2" TYPE K COPPER FIRE LINE RISER & OS&Y o
r I I I \VALVE. SEE SPRINKLER DESIGN PLANS FOR INFO BEYOND I I a m
i I 0+00 -M OS&Y VALVE. CONTRACTOR TO CONFIRM LOCATION INSIDE
STA 0+10.79 I I _ I I FS �� _ BUILDING PRIOR TO PLACEMENT OF FIRE SERVICE. I I C
STA 0+32.43
INSTALL 2" TYPE K I m
INSTALL 2" CURB �' STA 0+50.71 CD
COPPER 1/32 BEND BOX & STOP INSTALL 2" TYPE K COPPER FIRE LINE RISER & OS&Y W a
y May _ I I I I '` VALVE. SEE SPRINKLER DESIGN PLANS FOR IN BEYOND
7 Si Si-Si-.Si- 0+66 0 72 .. OS&Y VALVE. CONTRACTOR TO CONFIRM LOCATION INSIDE 8
M 0+00 I I I STA 0+00.00
BUILDING PRIOR TO PLACEMENT OF FIRE SERVICE. 8 o y
CONNECT TO 8" DI WATER MAIN I STA 0+00.00 5'" I I Y I I EXTG 8" DI l//
CONNECT TO 8" DI WATER MAIN WATER MAIN
FIRE SERVICE (NORTH)
i 30' WIDE EASEMENT
INSTALL 72ILF0F 2"CTYP�COP�ER
_ STA 0+65.80 I /I I I STA 0+35.89
INSTALL T INSTALL CURB BOX & STOP-TYPE K COPPER FIRE LINE RISER & OS&Y •I
VALVE. SEE SPRINKLER DESIGN PLANS FOR INFO BEYOND
B. DI"WATER MAINo�-- OS&Y VALVE. CONTRACTOR TO CONFIRM LOCATION INSIDE
I / RELOCATION „d� BUILDING PRIOR TO PLACEMENT OF FIRE SERVICE. I I I U
- \ \\1 11 1 w -a- 1 11 i
FIRE SERVICE WEST PLAN FIRE SERVICE NORTH PLAN FIRE SERVICE EAST PLAN in a W
C2.0 SCALE:1"=10' C2.0 5CALE:1"=10' C2.0 SCALE:1"=10' � � C/1
u!I
4970 4970
7.3'
FINISHED GRADE 7.3'
rl
SET TO FINISH GRADE FF 4967.25
II W
II
FOUNDATION II FINISHED GRADE
WALL I� SET TO FINISH GRADE
II 4970 4970 4970
II FF 4969.0
EXTG GROUND II
II 7.3'
II II
I- A- - - - -. SET TO FINISH G ZADE _FF 496 45 M
FINISHED GRADE
I"1 II FOUNDATION II
IL J FOU DATION� !1 WALL \llll I
\VV1
WALL 1 1
EXTG j �J
GROUND
6.5' MIN STA 4 65 BEjN 1 I I
2" 1/4 BEND �I
COVER EXTG GROUND
COUPLNG _
INV 4960.33
4960 4960
6.5' MIN
6.5' MIN 0J COVER a
COVER
STA 0+50.71
2" 1/4 BEND O
STA 0+32.43 COUPLING
INSTALL CURB BOX & STOP STA 0+00 INV 4961.79
STA 0+00.00 INV 4957.47
CONNECT TO PROPOSED 4960 8" MAIN.
8"x2" 4960 STA 0+15.09 4960 _f
8" MAIN. INSTALL 8"x2" 8" MAIN. INSTALL Z' INSTALL CURB CV
TAPPING SADDLE & 2" TAPPING SADDLE & 2" STOP & BOX
CORPORATION STOP STA 0+10.79 CORPORATION STOP INV 4960.42
INV 4954.69 2" 1/32 BEND INV 4957.40
INV 4955.61
STA 0+00.00
HOT TAP EXT'G 8" DI WATER MAIN.
STA 0+35.89 INSTALL 8"x2" SERVICE SADDLE & MM
INSTALL CURB 2" CORPORATION STOP. hil
STOP & BOX INV 4959.84 t
FINISHED GRADE PIPE INVERT EL. FINISHED GRADE PIPE INVERT EL. FINISHED GRADE PIPE INVERT EL.
4950 4950 4954 4954 4954
cD O� N n 0 N O N O r a .0 O r
q cD .-00 Mm M a N 00 O Nn1 14:W Iln
a a vi co ui n con n a[i
Dmwing Date: 07114115
w rn rn rn rn rn rn rn rn rn w w
as vv as as vv �� as as as
0+00 0+50 0+00 0+50 0+00 0+50
1 FIRE SERVICE WEST PROFILE 1 FIRE SERVICE NORTH PROFILE FIRE SERVICE EAST PROFILE CIO
C2.0 SCALER=10'HORIZ. C2.0 gG,gLE:1"=10'HORIZ. C2.0 SCALE:1"=10'HORIZ.
1"=2' VERT. 1"=2' VERT. A S_BUILT 0 7/14/2 01% 1"=2 VERT.
#14704