HomeMy WebLinkAboutCottonwood Corner Apartments Water and Sewer As Builts / v
/ XISTING IRRIGATION WELL
G IC ID: 257882
LEGEND �/ Zy' s
(L0 ATON IS APPROXIMATE)
OT R-1
LOT 2, BLOCK 1 /-' 50'\WELL SETBACK J&D FAMILY MAJOR SUBDIVISION P BE 1 TRACT 3, BLOCK 3 C
J&D FAMILY MAJOR SUBDIVISION PHASE 1 / \ VALLEY WEST SUBDIVISION MARK A.
H® PROPOSED SANITARY SEWER MANHOLE ST ST 5T ST 5T ST 5T ST ST ST ST ST y Y/CENO`•° PROPOSED SANITARY SEWER CLEANOUT90 N 9lF
I I ) 100'WELL SETBACK
PROPOSED 8" SANITARY SEWER MAIN - � � \ �
N TSheet 4 of 6
PRV VAULT
/ COTT94WOOD R�
- tz"w tz"w 12"w tz"w b.,- 12"w 12"w o 12"w 12"w 12"w 1z'w 1 1z"w -
o_
SS �0 12•'65 12'S5 12'S5 12'•55 -� -o -0 12•'W m m
1�"SS 12"SS 2 SS 1255 1 S 12'SS 12"SSMARK Z .T N
10 DITCH MAINTENANCE EASEMENT - _ N c
Z i c O d
PER MINOR SUED. 340 -- E HYDRANT ? ,p
/ �BOLT
20' DITCH MAINTENANCE EASEMENT f EV=4771.28 50.96 00'22'04" `
co
m
PER MINOR SUED. 340 E NAVD88 O'22'04"EJr� -
JIM U C Z:E
f m v m
7.00 09
3 ,C
T5WAT�ER SE SETBACK YsfA SETZB AND_ CTI [589'3T56"] EN SP N pNp -
--F _SL _ ___ST_ _SL c p`�
MINOR SIIB�34 � ��M&L
cF N m t
MIN l =] ~ IIIfo W
SUBDIVISION
N0. 34 n un -
F 8 G G
CON WEST
DOMINDI MS ' 1 4700 180'2' _ TRACT 3A, BLOCK 1 8 W
�I1� b o p VALLEY WEST SUBDIVISION
LOT 2 TBP CON o µ [SO.22'04�Wf W AM. PLAT J-320-A
MINOR SUBDIVISION NO. 340 MASTEhhhh LOT 19 ^�
TIED Condominium eleata sam. 0+00 �95 /- n
j � 0) w W
i
b,m BUILDING 1 � BUILDING 2 BUILDING 3 BUILDING 4 BUILDING 5 N
EX SSMH(48")STA 6+58.67(0.00') O
uo
n 4+ .9 5+ .9 5+83. fI f RIM:4767.44 w/
1+0.25 2+ .11 �m� 1 m FL IN (N):4755.84(8") �y
Scale In Feet o (47 'LL) '' i (52. 111 (n FL IN (E)4755.74(8U)
50 0 50 m
t / FL OUT(W):4755.74(10")
15 0 15
Scale In Meters � e..w
0 0 1 +q0 3+00 y 0 w +0 8 w 6 0 7+1
jL- - - - - �- - - - - - - - - - - - ti
30' PUBLIC UTILIN EASEMENT
90 F f
3
SSMH 2(487 STA 1+02.24(0.00') 614.01 124° # SAWCUT E%STING ASPHALT AS NEEDED TO COMPLETE
RIM:4773.31 [SO'22'24-W 24"V/] PROPOSED UTILITY INSTALLATION. BACKFILL TRENCH WITH
FL OUT(N):4766.8-3(8")4766.66 _ PLOWABLE FILL TO BOTTOM OF ASPHALT.MATCH
NBITUMINOUS ASPHALT PATCH WITH EXISTING ASPHALT
cr SSMH 1 (48'7 STA 3+98.57(0.00') °?..E00 'THICKNESS.REPLACE ANY PAVEMENT MARKINGS REMOVED
LOT 3A RIM:4770.53 '� FOR DAMAGED DURING CONSTRUCTION IN LIKE KIND.
MINOR SUBDIVISION NO.295 FL IN(S)W63:7+(8")4763.46 SSMH 0(48")STA 5+78.72(0.00') DAMAGED CURB WILL BE REPLACED BY NEW
Delaney and Company, Inc. et al. FL OUT(N)W7Ed-64(8")4763.21 RIM:4768.61 NON-RESIDENTIAL DRIVEWAY APPROACH PER C.O.B.STD.
2214590 FL IN (S)1+R56,5+- 4756.28 DWG.NO.02529-12(26'THROAT WIDTH)
FL OUT(N)."��(8")4755.98 STAFFORD STREET
I
o �o
yk 666 y0.
11.. ALL SANITARY SEWER SERVICE ONES SHALL BE 6"PVC ."°ry R^6 O°1 p�, p6x O O
SDR 26 PER COB STANDARD DETAIL 02730-2(DEC ycQ' `0� L° .V,� `0
2003)UNLESS SPECIFIED OTHERWISE IN PLAN. 01 0yA p`P ^0� bry090 LaO, 01i L0 ^On �I
2. INSTALL IN TRENCH PER C.O.B.STD.DWG.NO.02221-1. `> ° 6�..y`.L- yx ,1y yy. yy.0b L L •`L/ Fr
7x k^ ,Ab P k h1 OP`R1 y^h b I�+
KbE
IX
art �
tt '
PROPOSED G E BACKCKFILL LL � U
477 - _ 775
EXISTING GRADE F•-I
P OPOSED 15" O
_ STOR SEWER CULVERTO
477 770
5'MI COVER U
NR.) M
476 R 5 765 Fry
PROPO ED 8" ^I
WATE MAN
%ISTING 12"WATER MAIN
GENERAL NOTES 47s 760 F-i Gzl
1. ALL CONSTRUCTION WILL CONFORM TO MPWSS,(LATEST)EDITION,AND COB EXISING 10"SDR-35
MODIFICATIONS TO MPWSS. PVC EWER MAIN
2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY
SHALL BE OPERATED BY COB PERSONNEL ONLY.
3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 47rJ 6•of 8`PVC DR 35 0 0.62 755
24-HOURS PRIOR TO BEGINNING ANY WORK.
4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING > rn v1 rn rn N N rn rn r7 m CONNECT PROPOSED SANITARY SEWER MAIN TO EXISTING
01 M O O O t0 O N m a m N
CONNECTIONS. MANHOLE AT LOCATION OF EXISTING STUB.CONTRACTOR
w w ri Inr7 "1 n n°i N�i N o O rn rn rn °'00 00 TO VERIFY CONDITION OF STUB AND CONNECT TO END OF
h^ h n n^ hn hn n� n^ h� cow cow cow
h^ h n^ h^ h^ h^ n^ h^ h^ h^ h^ n^ STUB IF CONDITION AND GRADE OF STUB IS SUITABLE FOR
w w a a a a a a a a a a USE.
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
Ism Date:1`0/6/201`7
n SANITARY SEWER PLAN AND PROFILE C4mO
C4.0 SCALE: 1"=50' HORIZONTAL, 1-=5'VERTICAL AS-BUILT
10/4/17
#16387
LEGEND I 5� OF qaq
/ XISTING IRRIGATION WELL _
/ G IC ID: 257882 J&D FAMILY MAJLOTSUBDIVISION PHASE 1 ^, MARK A. a
PROPOSED FIRE HYDRANT ,__\ (Lo ATION IS APPROXIMATE) , No. 9518ES
04 PROPOSED WATER VALVE LOT 2, BLOCK 1 / �� CHANDLER
50'\WELL SETBACK TRACT 3, BLOCK 3 15
J&D FAMILY MAJOR SUBDIVISION PHASE 1 \ VALLEY WEST SUBDIVISION yqY /CENSEO �O
E PROPOSED WATER CAP �7 \\ Fht;iy pyAO�'
® PROPOSED CURB STOP - ST sr ST sr ST sr ST s ST ST
ST ST ST Sr ST
PROPOSED 8" WATER MAIN II I I j 100'WELL SETBACK Sheet 5 of 6
ti
-rw- PROPOSED DOMESTIC WATER SERVICE
[
a"w-PROPOSED FIRE SERVICE LINE \ 7 PRV VAULT pl F m H
\ COTT(��IWOOD
- 12"W t 2"W t 2"W t 2"W 12"W t 2"'W f t 2"W 12"W 12'W 12'W tT'PJ •{3"W- 12 W t 2"W o- 1 E`t
o_ -o -o _
� 2"w 1
SS G'29 12"sS 12"SS 12"SS 12"SS - �i�'SS 12"55 SS 12"55 1 5 12"55 - 12"55 (ff
10 DITCH MAINTENANCE EA M N ____ E HYDRANT pig
D z n
PER MINOR SUBD. 340 ROW BOLT 61
20' DITCH MAINTENANCE EASEMENT =4771.28 50.96 00'22'04" y m
PER MINOR SUED. 340 NAVD88 O'22'04"E] [ v
Ur
U UGT UGT UGTw
- - - - - - - 35'WATERCOURSE SETBACK AND 7.00 09 " M M.a
c� T �ITIVIYgfASEM,EAILP [S89'37.56-] � � $P W
MAR UBD�4 SL -�T- -SL� b ,
5 _
5 -I
LO =
MIN R
SUED IVISI N n II
NO. 34 LJ m
WEST ED E r" - F
CONDOMINI Ms 1 u 47.00 180'2'4 TRACT 3A, BLOCK 1
L� TBP CON 0 BUILDING 1 BUILDING 2 m o VALLEY WEST SUBDIVISION
LOT 2 o 50'22'04[W
[ ] AM. PLAT J-320-A
MINOR SUBDIVISION N0. 340 MASTE LOT 18 ,� N
TBP Condominium e18 s'R 0+00 firs
h (A
b BUILDING 3 BUILDING 4 BUILDING 5 E
T a INSTALL CURB INSTALL GATE VALVE ON INSTALL CURB STO A EXISTING 12"WATER MAIN rTl
ro STOP ON 2' 4'FIRE SERVICE(TYP.) ON 2"WATER "t W
Scale In Feet m WATER SERVICE 4+50.66 SERVICE TYP.INSTALL GATE VALVE ON INSTALL CURB STOP ON ( )
50 0 50 z 4'FIRE SERVICE IYP. 2"WATER SERVICE MR.) (TYP.) (20.69'L) 5+36.75 I 6
( ) 1+ .02 I�"�c 4+48.80 (20.88'L) m STA 6+71.6(11.o'L) O
EAMiiiiiiiii1+57.52 (20 5'L) (20.69'L) INSTALL GATE F 12"X 8"TEE
1 5 0 15 c�Q (20.75'L) f� T LIVE TAP EX. 12"
VALVE ON 4"FIRE Co WATER MAIN WITH /�
Scale In Meter& SERVICE F+�1�^ •) / TAPPING SADDLE,GATE
(20.731) VALVE AND VALVE BOX. h�l
EXISTING 8"WATER MAIN
2+OQ 3+0 CFI•
LL z 0 s0 �1
&55 95 � 6 0 7+
30' PUBLIC UTILITY EASEMENT C?
298.13 #
STA 1+55.6(10.91) 614.01 180'22'24" STA 4+50.9(11.0'L)
RESTRAIN ALL JOINTS WITHIN SPECIFIED LENGTH FROM 8"CAP [SO'22'24°W]
FI 8"X 4"TEE
HITTING
STA 1+57.5(10.91) STA 3+07.5(11.0'L) 4"FIRE SERVICE CONNECTION N
FIRING LENGTH(FT) NOTE 8"X 4"TEE 8"TEE 2"SERVICE TAP AND
90 BEND 16 MINOR SUBDIV
OTISI3A
N0. 295 4"FIRE SERVICE CONNECTION STA 3+12.5(11.0'L) CORPORATION STOP(TYP.)
Delaney and Company, Inc.et al. 8"GATE VALVE STA 5+38.8(11.0'L)
<90 BEND 7 2214590 STA 1+76.4(20.0'L)
NO JOINTS WITHIN 4' INSTALL 8.6 LF OF 6"DIP AND FIRE HYDRANT TOP NUT 8"X 4"TEE [�Yy
8X8 TEE 16(BRANCH) ON RUN HYDRANT PER COB 02660-4 ELEVATION =4776.75 4"FIRE SERVICE CONNECTION STAFFORD STREET
NO JOINTS WITHIN 4' F.L.4765.05 SAWCUT E%STING ASPHALT AS NEEDED TO COMPLETE PROPOSED UTILITY INSTALLATION.
AP TEE 5(BRANCH) ON RUN G.L..4(1 3 BACK ILL TRENCH WITH PLOWABLE FILL IC BOTTOM OF ASPHALT.MATCH BITUMINOUS
STA 1+76.4(10.9'L) AS
PATCH WITH EXISTING ASPHALT THICKNESS.REPLACE ANY PAVEMENT MARKINGS
CAP/PLUG 31 REMOVED DAMAGED DURING CONSTRUCTION IN LIKE KIND. #
8"X 6"TEE DAMAGED CURB WILL BE REPLACEDD BY NEW NON-RESIDENTIAL DRIVEWAY APPROACH r ,
REDUCER 21 rL7^-
8"VALVE 16 PER C.O.B.STD. DWG.NO.02529-12(26'THROAT WIDTH) inr sc
NOTES: - Z
1. INSTALL 516 LF OF 8"CLASS 51 DIP WATER MAIN. F�
2. ALL WATER SERVICE LINES SHALL BE 2"COPPER TUBING PER COB STANDARD
DETAIL 02660-6.DEC 2003. A
3. PROVIDE A MINIMUM DISTANCE OF 18"BETWEEN SERVICE TAPS.
a. FIRE LINES MUST BE EXTENDED FROM VALVE PER APPROVED FIRE LINE PLANS.
5. INSTALL IN TRENCH PER C.O.B.STD.DWG. N0.02221-1. Q
478 ,,° 780 0
` 6
EXISTING GRADE
477 - _ _ - - - PROPOSED GRADEx,1hF,
477 770
PROPOSED 15"PVC7_,
-STORM EEWER CULVERT
GENERAL NOTES W
1. ALL CONSTRUCTION WILL CONFORM TO MPWSS,(LATEST)EDITION,AND COB _____________ 6.5'MIN. N
MODIFICATIONS TO MPWSS. OVER(TYP.)476 ---____ _- 765 0
2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY ----
SHALL BE OPERATED BY COB PERSONNEL ONLY. f U
3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF 1 MIN.(rrPJ LIVE TAP EXISTING 12"WATER MAIN
24-HOURS PRIOR TO BEGINNING ANY WORK. WITH TAPPING SADDLE,GATE VALVE w
;;kAND VALVE BOX. FIELD VERIFY
4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING O O
CONNECTIONS. ELEVATION AND LOCATION OF MAIN.
476 760
PROPOSED 8"SANITARY S
475 755
w N BACKFlLL N N rn rn M so I EXISTING 10"SDR-35
�o ro M a o o a Q rn N N co a CD rn N
w w Ni n Nj r'i r'i "�cV N N N o 0 0 rn rn ro m PVC SEWER MAIN
�^ �^ r`^ Ito
Issue Date:101612017
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00
n WATER PLAN AND PROFILE C5m0
C5.0 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL AS-BUILT
10/4/17
#16387 11
c� OF
MARK A.
CHANDLER
No. 9518ES
oy9Y 4 ICE NSF'O p20
I I1 F4fiN�pTi��'
o Q^Qooz2'oa" V I Sheet 6 of 6
f10'22'04"El
4" m �m
a 0 m
BUILDING 4 oc 1O
/ Nmp®
\LOT 1A 9 D •LL
C .ice o
3 a m 8
N m
LOT R-1 3
J&D FAMILY MAJOR SUBDIVISION PHASE 1 - (�'+ t
F BUILDING 3 INSTALL CURB STOP ON - C
W F INSTALL GATE VALVE ON a @ o t
3 0 4"FIRE SERVICE ZTYPS 2+2 45 WATER SERVICE(TYP.) N v W �a
N o a ( ) (16.6'L I Z c 6 5'L _
a.
o
CNN 8. 4.1
ON
3 O II i N
Zi f 3.90 090'2 5' o
o +00 lyl 2+00 0 PUBLIC UTILITY E$$II +50
/ o
/ srA z8"X EE(o.1
/ _ 3 8" 4"TEE o fFQj�;
/ STA�1 8"X 6"REDUCER - z
CONNECT PROPOSED 8"WATER MAIN o ) m a
( .. 3+14.3 0.0'L
TO EXISTING 6"WATER STUB STA b a
Scale In Feet INSTALL CURB STOP ON o 8"GATE VALVE I Z o 0
50 0 50 I j 3 I2"WATER SERVICE(TYP.) BUILDING 2 STA 3+23.9 (0.0'L)
z I\ +10.95
15 0 15 ) / Y \ 3.84'R) 8.. BE 1 'F1 4. � O
Scale in Meters �\ \\ // 101 ) m INSTALL GATE VALVE ON � ) m a
4'FIRE SERVICE(TYP.)LOT 1113
b
N�
— 3 - z�
I: I i ii ii4i m l
-r m Z � M
LOT 2, BLOCK 1
J&D FAMILY MAJOR SUBDIVISION PHASE 1 z z r a z �
BUILDING 1
RESTRAIN ALL JOINTS WITHIN SPECIFIED LENGTH FROM 3 "
FITTING
FITTING LENGTH (FT) NOTE NOTES � F�
90 BEND 16 1. INSTALL 516 LF OF 8"CLASS 51 DIP WATER MAIN.
<90 BEND 7 2 A L WATER SERVICE
LINES SHALL BE 2'COPPER TUBING PER COB STANDARD
. U _'U
B%8 TEE 16(BRANCH) NO JOINTS WITHIN 4' 3 PROVIDE A MINIM M DISTANCE OF 18"BETWEEN SERVICE TAPS. �1 OyV P
ON RUN a. FIRE LINES MUST BE EXPENDED FROM VALVE PER APPROVED FIRE LINE PLANS.
5. INSTALL IN TRENCH PER C.O.B.STD.DWG.NO.02221-1. `p. y `�• P O G�
8%6 TEE 5(BRANCH) NO JOINTS WITHIN 4' yp pp�G y 9
ON RUN 4780 4780
CAP/PLUG 31
REDUCER 21
8"VALVE 16
O
PROPOSED GRADE -y�
4775 EXISTING GR NDE ,5x� 775
7 F EXISTING 15'PVC __
STORM SEWER CULVE t
4770 RT I 4770 r `
s � v
J 6.5'MIN.
COVER(T
GENERAL NOTES Y 8"SANITARY SEWER MAIN
I If�ll
1. ALL CONSTRUCTION WILL CONFORM TO MPWSS,(LATEST)EDITION,AND COB 4765 I 11' MIN.HOR111111AL 785
MODIFICATIONS TO MPWSS. + SEPARA
2. ANY EXISTING OR NEW VALVES WHICH CONTROL THE COB'S WATER SUPPLY EXISTING 12"WATER N 18" IN. (TYR.) ONNECT TO PROPOSED 8' W
SHALL BE OPERATED BY COB PERSONNEL ONLY. IN COTTONWOOD ROD ATER MAIN WITH 8"TEE N
3. THE CONTRACTOR SHALL NOTIFY THE WATER DEPARTMENT A MINIMUM OF (EFER TO SHEET C-5.0) O
24-HOURS PRIOR TO BEGINNING ANY WORK.
4. CONTRACTOR SHALL FIELD-VERIFY LINE AND GRADE OF EXISTING
CONNECTIONS. 0 LF OF 2"RI ID FOAM 209'of 8 DUCTILE IRON PIPE
4760 BOARD INSULATION 4760 O
EXISTING 6"WATER MAIN
CENTERED OVER PIPE O
7STUB
4755 4755
JN Lq OC)
J O O
W W cp h I�^ r^ r^ r
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50
Issue Date:101612017
n WATER PLAN AND PROFILE c5ml
C5.1 SCALE: 1"=50' HORIZONTAL, 1"=5'VERTICAL A S-B U I L T
10/4/17
#16387