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cu)j Fn
0 Lr) U) (N 00 ALL UTLJTY CROSSINGS SHALL BE
U) A MIN*" OF 2`0' CLEARANCE UNDER
cr o 00 <00 cr 00 THE EXISTING CTAS PIPELCE
!C) 0
N 00 00
+ < + 4.
cr 0 00 w C)
0 w0 w viii
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RROPOSED GRADE
860
P'ROVIIDE
TRASH GUARD
EXISTING- GRADE__ .
3" PE WATER MAIN 855
4- -
-INVERT 18" STEEL_
PIPE 1852.5(VERIFY
CABLE. CIDIND-Ull
INV, 853.0'
850
(2) - 2- PVC_ SAN.__
INV. 850.0
845 845
LIMITED COMMON AREA DRIVE PROFILE
PROVIpk VALLEY CURB PIPELINE BASED UPON MARKER\
0 PMVAT� DRIVE ENTRANCE
SEE DETAILS SHT. 13 PROWDE EA. LOT W� DU LEX GRINDER
STONE WALL WITH PUMP BY BUILDER
1 T 8+ .01 STEEL ENTRY GATE
PER OWNER\,OPPOSI1L CPZ
HAND OF WAL� DTL.
co 41- ON SHEET 20�"Lot
'01 \c /92*20-
ft. 1 r1Ew -'L,
MR -2100
+4s
124.8 81.08'
LAT. S 88'51'1--=,W
I
Q' (LONG) 0
0
U)
t5 1 +00
0+011+0 (-) I IC-Tt
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lei
CC) T 2 1 .20
6MMON
AR
----
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REDUCER 20 65 JOB Na. 2 RACITOR 10 W�Ru\
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TEE X w 6 VALVE
HROUGHClu
REDUCER
(06 1 OWNER & DEVELOPER TO�
COCIRDINAIL GATE TYPE &
OPERATION & PROVIDE K(Y
OVERRIDE WITH KNOX–BOX 0
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OVER ALL STORM SEWER %
IIN ALL LOACrmNs,
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0
3SCAPED BERM 0.
186.78' 1-25-00'
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51 34 V
7
6 -a-Z.
now 01.59X
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(101)
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4.5
0
FILL LOT TO ELEVATIONS — (-A
AS SHOWN & COMPACT 6 —
BUILDING PAD PER 00
SPECIFICATIONS 00 1
ul
T\)
PLAN VEIVATI
HORIZONTAL SCALE: 1" 50'
C14
(3 to 60)
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(0
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4+00 5+00
'43+00 860 860
D
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Now
fill
0
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RCP S 88-5 '18" w
0 0.5x
"1 00.
81, PV -tV5% - 855
400 170
MIT, -
0
SANITARY MANHOLE MR -21 T_
6' SAN LAT. C - 8rl�-45�- PROVIDE DEBRIS GUARD FOR
3+45, 29' (LONG) PVC W INV.
NECT TO CATCH 857. OPEN ENDED INLETS PER
;EE DETAIL 5/13 PVC SE INV� - 857.31'
50' BUILDING LINE 01 -INVM 18' STEEL DETAIL ON SHEET 14
PIPE 8515' (VERIFY---
1W/ IINIX90 GAS)
9 5C 3" PE WATER MAIN 850
6+29, 20' (LONG)
6" SAN. LAT+
Lj
1867.01 01 L -----
ELEC. TCOM
CABLE- CONDUIT
LEC
47,107 sq ft. INV. 848�0' 6- AWWA C�00 -2 PVtSA)q_._L&�. _QAaLE CONDUIT -
2 85D.0 INV. 850.0'
-INV- 848-5Q'
44,369 sq ft. 94, 845
Z
LIMITED COMMON AREA DRIVE PROFILE
SANITARY MANHOLE MR 21
(D LO.C_ - 862.30'
IND
cc� ALL UTILITY CROSST4GS SHALL BE
8" PVC NW INV 858 0 xV
C() -4P.
TEE VALVE
8" PVC S i A8 Z014 15,
AS SHOWN COMPACT THE EXISTING GAS PIPELjNE
FILL LOT TO ELEVATIONS A MINIMUM OF 2'-0' CLEARANCE UNDER ER
BUILDING PAD PER FULL DEPTH GRANkA_AR BACKFILL
SPECIFICATIONS 0)
4' IS REQUIRED FOR ALL UTILITY Co. OWNER Ac DEVELOPER TO"
COORDINATE GATE TYPE Oc
STREET CROSSINGS OPERA-nON & PROIADE KtY
OVERRIDE WITH KNOX-BOX
--0' .91IL-FOR POLICE & FIRE ACCESS
PT
b
'�\PER bTL 5� 2
RIP -RA
64 0
=8
_j L __ — li
39,395 sq ft.
J, BO
25' D -U.& L.E SAN TARY MANHOLE MR -210D %
T.O.
8-
C IN IN 858.89'
175.00 2" E INV - 868,99' 701
4F 21
30 6 SAN, LAT.
N 88'51'34" E 9+� 58 0� CID
304 RIP -RAP PER D,TL 5/12 126,_1
IN
LANDSCAPED BERM 18, C-) (10 'A 2w
D1 CP 0 0.5
ARE
T_: TEMPOR Y
CATCH BASIN TO EACH LOT X4.5 U' ( LUCKY LLC
E� 00, K \� 3 0. P
13.02E
z CG PROVIM VALLEY CURB CUL-DE-
CL r -
TYPICAL SSD STUB FROM
58ti'24'
m 0 PRIVATE DRIVE ENTRANCE 21 it
NOT INCLUD JOB No I SEE DETAILS SHT. 13 A
ST9N[ WALL WITH
KEwiLTH & 6" PVC 42'
Z ME, PT 8+ 01 ELL EN1RY GATE
BOOK 170, PG. 46 X6,
- _q OWNER\OPPOSITE PLAN VIEW
HAND OF WADTI_.
30.0' ON SHEET 261
PLAN VIEW !AL SCALE: 1 50'
N 1 Al L�vn
1c,
cr SEE SHEET 4 FOR
W, -4- SCAT PO
tD NIS i �o 0 CURB INLET TABLE V)
A "0
CD
OD W.z ci� 00 < 0 oo0 ;cO m < (D. (A
PLAN `nom.`
CD 00 0 00 'C� C4
0110 i - Itc)
0 + Ln (D CO 1 d' 00 + to (D
1 � in� c; 0
10 ;'0 N" T A L L F.- 50'
4+34
4+34
Z
00 LO m, �o
0 cc 0 CO
EXISTING- GRADE -
PROPOSED GRADE u Q) UJ
CJL
865 8F35 5
7+94
I 1
--------- 82 — 12 PROPOSED GRA&E-
0 0.5m
26'-
26' 12* I�r
0 A
0 -0.5X 7__1 EXISTING GRADE
560'
860
2' RCP 860
RCP INV. SW.7'9^LJ -Xv. 561.04'
t2 vozx-
INV. 861.66'
12* RCP IN
INY. 1M.5V - - -- - --/» -- - ---
12* _RCP OYT
Q
ur
T_ INV. 857.76 -
T_
—8 PV --- SAN 12' RCP
1w 856-53.
TNV� 856 97 857 56'
8" AWWA 0900
—L -J-
-4-
PROPOOSEG GPO44K
865 865
PROVIDE TRASH
GUARD
EXTSPNG- G
860
-- — —12--F�e—p OUT g4' 19m RCP-*_-j.5W—_
WW -861.00'-
12" RCP OUT—
INV. 858.65'
12' -RCP-W
B55 INV. 8w.39 855
42" RCP IN L42' RCP OUT
INV. 857.45'
STORM PROFILE ST R. '0'4, 102
VERTICAL SCALE: 5,
HORIZONTAL SCALE: 50,
rn
O 0
0 00
(n, V)
PROPOSED, -GRAD
865 865
L -
46% T92'-42-
-- �4 tz Rcp -0 -
o.
860 EXISTING GRADE 860
42* RCP SE
j -�-__� - INV. &58.06'
W 12* RCP 'T'
_85,5 1w. 858.39 %855
4.2 RCP IN 42' RCP OUT
-INV. 857- * et, INV. 857.45'
42- RCP
850
850
PROVIDE DEBRIS ARD OR
OPEN ENDED WETS
GUPER POND 'A"PROFILE
Z
DETAIL (NM QWC=T 1A
F
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(j) - V) '-- �7 I- �
10+75 cn +75 u-)
'0
26'-f2^ - RIM
0 II
+94 PFOPQSEU -GRADE.--- ------
860 i 860
- iiiRCP 0-
If 0.5x
__-_._EXISTING GRAD
865 865
-42` RCP
4
855 � 1 1 855
1w. 856.
12' RCP OYT
_pNV. 856.1535
PROPOSED GRADE
860 860
----V-12- Rep -OUT I EXISTING
850
INV. 856.05 � 850
GRA
DF
INVERT 186 -STIZEL
PIPE BEYOND (VERIFY5" AWW
-A 7-27 -0.9x
W/ IND" POOL ELEVATION
W) _ INV.
85319j1Q________ 855 A_ 0
845 845
R&L DEPTH ri GRUVAULAR BACKIFILL
STORM PROFILE STRUCTURES 3C4, 305, 302A, 3G2, 303 IS FOR
FOR ALI- UTLfTY T1 Tr I =ESDALE CIRCLE PRORLE
ST�IITNCN �7_4_')4
STREET CROSSMS
VERTICAL SCAL'_E.-
HORIZONTAL SCA! E: 50' SC4Lc
'1v J-
27 RCP - _ J - ---
S
INV_ B57-07'
27*__..RCP_-
INV. 856.53'
850
REESKE)"ALE CIRCLE PROFILE (4 >7_4TION 10+75 PROVIDE DEBRIS GUARD FOR
OPEN ENDED INLETS PER POND 'A' PROFILE si- R. o 4, D
DETAIL. ON SHEET 14 l
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PR0,1-CT
9905-008
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