HomeMy WebLinkAbout7th Baxter STORM IMPROVEMENTS - RECORD DRAWING uumim�4
GENERAL NOTES: KELLEN M. e
1. CONTRACTOR SHALL IMPLEMENT STORMWATER BMP'S UNDER GAMRADT -
DIRECTION OF THE CITY STORM WATER TECHNICIAN PRIOR TO A No.40758PE
CONSTRUCTION. lrCEN5�0
2. CONTRACTOR SHALL STABILIZE THE DISTURBED AREA WITH EROSION tent.
CONTROL BLANKETS AFTER COMPLETING CONSTRUCTION. ""
I 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING UNDERGROUND DMWN BY: KIdG
UTILITY LOCATES. oH9Cmm uy,
4. CONTRACTOR SHALL LOCATE&EXPOSE THE EXISTING IRRIGATION AMENDED SOIL W/
I FEED. A NEW IRRIGATION SYSTEM WILL BE INSTALLED BY THE VEGITAATION AND APPRO°RO BY`-
LANDSCAPER. LANDSCAPE FEATURES DATM 12-14-15
� I I olff
� SIDEWALK I PER LANDSCAPE PLAN
TI�I NATIVE BACKFILL
EXISTING 24" TO BOTTOM OF a
CMP CULVERT w AMENDED SOIL
SECTION r„
0
\ / CLEAN EXIST.CURB CUT,PLACE z 5
WASHED ROCK IN FLOW CHANNEL w gAXTER a
o o LANE
EXISTING GRADE -
I � z
8"EXCAVATION TO `
�[ T SUBGRADE
I I ,A 8"MINUS COBBLE BACKFILL _APPROX. 80 CY 1.5"MINUS_ _ \\ _
W N N m
�/
QL WASHED ROCK N i w
CONNECT TO EXISTING 24"CMP W/ O O c r
I HUGGER BAND&INSTALL 15 LF OF 24 PERFORATED HP LAG °i
24"GALVANIZED 16 GAUGE CMP PIPE z MIRIFI 60OX STORM PIPE(TYP.)
_ GEO-TECH FABRIC 0'-8
N
E--I
7 100 LF 24"DIA. U
• \ /� PERFORATED N g
• \ HP STORM PIPE W
�\ \ @0.46%SLOPE STORM X-SECTION
\ r
IN6V0."IND I(RSIEM) /� \ CD E
99.02 Iv WASD ROCK NFOW PLACE
HANNEL \ ' RECORD DRAWING mN
a�;
95.52
INV.OUT(N =95.42 \ \ \ ff�. G►'
60"DIA.SDMH#1
�V A\ IV. 8
IN
N 96.08
\i 48° i \ INV.OU (NW)=95.98
EXCAVATION ;� � � \
LIMITS \ \
4"SOLID LID 8 FRAME 4"SOLID LID 8 FRAME E- E'�
GV yv / PER C.O.B.STD.DETAIL PER C.O.B.STD.#02720-4 W W
#02720�
99.58
>A� \ 24"PIPE 24"PIPE 99.02 w
PENETRATION N PENETRATION O 'J
SPADE PINGS ns PED O
V.
cv \ 13�° a
•• I I REMOVE&RESET a a
24"CM CULVERT 24"PERFORATED ►-i
` EXISTING SIGNAGE (EXISTING) HP STORM PIPE 24"PERFORATED 24"CMP CULVERT NN F.,
AS NEEDED HP STORM PIPE STEEL WEIR PLATE T(1P (MISTING) W C Z
-a6 42
IC J FLOW FLOW FLOW ANCHOR TO W13x03 ANGLE FLOW E- W-I
G ,
� INV.=96.08 INV.=95.98 � � A
INV.=95.52 INV.=95.42
REMOVE&DISPOSE OF I 12"MIN. GA /
TBM#1 sa.42 °°
94_9S "MIN. C a'
\ EXISTING SOD&TOPSOIL TO I ELEV.=100.00 O
8"DEPTH APPROX.140 CY 12 E"
ISEE C.O.B.STANDARD _Sj W
BARTER LN DETAIL c'V
FOR ADDITIONAL A
EXISTING 24 NOTES
I CMP CULVERT E- E-
RTH
r STORM DRAIN MH #1 STORM DRAIN MH #2
R.O
NO . I I
.W.
I
IScale: 1"=30' SHEET No. 2
I0 15 30 60
SD2
OF 2