HomeMy WebLinkAboutHaggerty Ln. Cottages - MASP #1786 Sanitary Sewer Main Ext. �N
U)r
m
EXTG HOUSE 1f ®'If' '4 A
� 1 JLs JL J1di1 Q U w
EXTG 8" SAN
EXTG 8" SAN SEWER MAIN
SUB 162
SWR MAIN
EXTG 8" EXT'G 8" WATER EXTG 4" SAN SWR PROPOSED 10" PROPOSED 30' WIDE
WATER MAIN MAIN SAN SWR MAIN UTILITY EASEMENT 3
w
EXTG PARKING SERVICE (TYP) w
AREA STA 0+59 z m'^
STA 0+00 - INSTALL 10" CAP N z
�{ S EXTG SAN INV 4823.27 0 a
SWR MH m m
w o
PROPERTY a~
0 /� S C` C` LINE �w
4� V 1 J J m
a
EXTG CURB & o m
GUTTER (NP)) SS z
M M M � M
PROPERTY AM
LINE ® M NTgNq
* C"AiS G.
PROPERN -� m emazs
P4V LINE
!� SCALE
EXTG 30' WIDE SS`'GE s°O
UTILITY EASEMENT u) EXT'G WATER 0 5 10 20 q E
3 SERVICE (TYP)
� S 1"=10
� S DRAWN BY: CGB
LOT
¶ REVIEWED BY:BLB
SLOT 4A2 \ MINOR SUB 467 PROJECT ENGINEER:CGB
\ DESIGNED BY:CGB
MINOR SUB 417
SEWER MAIN PLAN VIEW rr��
SCALE: 1" = 10' �a
PROPOSED DETECTABLE WARNING TAPE
FINISH SHALL BE INSTALLED A MINIMUM
4836 SURFACE OF 18"AND A MAXIMUM
OF 24"BELOW FINISH G�tE
PROPOSED -���III�III-I 6 III-III
FINISH GRADE
-1 -
Illi-
EXT'G SAN SWR MH Q �0 00 O
4832 RIM .07
8" INV OUT 482.07 SLOPING, BENCHING OR
EXTG GRND TYPE "A" SUPPORT SYSTEMS IN THIS
TRENCH BACKFILL „_ I I, AREA TO CONFORM TO O.S.H.A. �-a
4832 REGULATIONS* o
EXTG SAN SWR MH
RIM 4829.17
6
8" INV IN (S) 4819.57 i /� -. SELECT TYPE I BEDDING MATERIAL PLACED o4�
8' INV OUT (E) 4819.37 I I _ _ IN 6" LAYERS AND COMPACTED 41 P4
/ I I 4" AS SPECIFIED IN MPWSS
TYPE I PIPE BEDDING PLACED IN 6"
4828 MAX. LAYERS AND COMPACTED AS e�
SPECIFIED IN MPWSS
I I TRENCH WIDTH=O.D. TYPE 2 PIPE BEDDING WHERE
---III REQUIRED FOR SOFT OR
OF PIPE PLUS 2' UNSTABLE FOUNDATION
MIN. TRENCH WIDTH=3.5'
QPROPOSED 10"
SAN SWR MAIN
5=2 MAIN 4824 *SEE O.S.H.A. CONSTRUCTION STANDARDS FOR EXCAVATION
L=57'
EXTG 8SWR MAIN b
S=2.76% STA E) 59 0+57 DETAIL
[�
INSTALL 10" CAP llJJC..' l A1JLw
Nv 4823.26 t� ca.o TYPICAL TRENCH DETAIL,
— — — — S= 27 CORE EXTG MANHOLE
6% — —D— — — C.O.B. STD DETAIL 02221-1 o,
_ _ � �
- - - L J AND BASE AND CONNECT a [�
_ — TO EXTG MANHOLE. EWER MAIN
- — — — — -� EXTG 4" SAN 10" INV IN (S) 4821.7 INVERT ELEVATION 4820
SWR SERVICE _
PROPOSED FINISHED GRADE
r r n N
0 0 U
OC N 00 v
12+00 0+00 0+50 1+00
SHEET
SEWER MAIN PROFILE VIEW C3"0
SCALE:
HOR: 1" = 10' LITTLE COTTAGELN
VERT: 1" = 4'
SWR MAIN EXT.
PRO'
ECT:17-106
AS' ]BUILT � DATE:OS-17-116