HomeMy WebLinkAboutC601 Storm Sewer Plan & ProfileSTREET B
SCALE: 1 =50' HOR.
1 =5' VERT.
EXISTING GRADE PROPOSED GRADE
FULL DEPTH I
GRANULAR BACKFILL
130 L F. 1.00%
12" R.C.P. 165 L.F. 0.30% 15" R.C.P. 30 L.F. 45 L.F. f
O 0.30% 0.30%
909.99
47 8" R.C. Fr 909.76
21" R.C.P. 36" R.C.P. SE
NOTE: 8" SDR -35 P.V.C. 36" R.C.P. NE
EXISTING LEGAL DRAIN TO INV.= 908.09 INV.= 909.76
BE TIED INTO PROPOSED
YARD INLET STR.# 118. 8" SDR -35 P.V.C.
0 INV.= 900.34
APPROXIMATE LOCATION OF THE
STULTZ ALMOND LEGAL DRAIN EASEMENT
(75' ON BOTH SIDES OF THE FIELD TILE)
AS SCALED FROM COUNTY
SURVEYOR'S LEGAL DRAIN MAPS
(WILL BE RECONSTRUCTED/ ABANDONED
AS PART OF THE TRAILS AT HAYDEN RUN
DEVELOPMENT)
SCALE: 1"=50' HOR.
1"=5' VERT.
EXISTING GRADE
PROPOSED GRADE
I 165 L F. 0.307 12" R.C.P.
0
NOTE:
CONSTRUCTION TOLERANCE FOR YARD INLETS
WILL BE +0.0' TO —0.02'
NOTE:
"EXCEPT FOR FORCE MAINS, CONTRACTOR TO
INSTALL CONCRETE CRADLES WHEN THE VERTICAL
SEPARATION (AS MEASURED FROM THE EXTERIOR
OF THE PIPES) BETWEEN SANITARY SEWER FACILITIES
AND STORM SEWERS IS 18" OR LESS."
ALL MANHOLES TO BE CONSTRUCTED WITH ONE
4" RISER RING TO ESTABLISH PLAN CASTING GRADE.
FULL DE
GRANUD
SCALE: 1"=50' HOR.
1"=5' VERT.
\R BACKFILL
EXISTING GRA[
30 L.F.: PROPOSED GR
4
1 .00 C.
2 p� 9 JO o
12» •r.
SCALE: 1 50'
w
0
ct
(243
z
Ct
w
w
O
SHEET NO.
JOB No.47175S1