HomeMy WebLinkAboutC060.5 - STORM PLAN AND PROFILE 6SEA Group,Land Su rveyors
SEAG rou p, Lan dS urv eyors
TRAILBLAZER COURT
JASMINE DRIVE * *
*
*
* * MH-ETM10 MH-ETM11
28 LF - 12" RCP @ 0.40%
334 LF - 15" RCP @ 0.65%
83 LF - 18" RCP @ 0.30%
174 LF - 12" RCP @ 0.40%45 LF - 12" RCP @ 0.32%
28 LF - 12" RCP @ 0.60%
242 LF - 15" RCP @ 0.29%
8" X 8" X 8" TEE
FH 2
VB 1
VB 2
VB 3
11.25° BEND
6" SSD. 204 LF6" SSD. 210 LF21 LF - 12"
FH 8
FH 1
11.25° BEND
36' BORE UNDERNEATH DRIVEWAY
22.50° BEND
8 IN X 8 IN-INCH DUCTILE IRON 8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON
8 IN X 8 IN-INCH DUCTILE IRON8 IN 22.50° BEND
8 IN X 8 IN-I
N
C
H
DU
C
T
I
L
E
IR
O
N
865
870
875
880
885
890
895
900
905
910
865
870
875
880
885
890
895
900
905
910
STM 644
RIM: 893.62
IE: 888.78 (W)
IE: 888.68 (E)
STM 643
T.C. = 895.28
IE: 889.59 (W)
IE: 889.49 (E)
28 LF - 12" RCP
@ 0.60%
STM 642
T.C. = 895.29
IE: 889.86 (SW)
IE: 889.76 (E)
45 LF - 12" RCP
@ 0.32%
STM 641
RIM: 894.00
IE: 890.10 (W)
IE: 890.00 (NE)896.1895.8895.1895.0894.6894.9894.8895.3896.2895.7895.1894.6895.7897.8898.7897.7898.8890.4889.4894.27894.76894.48894.13895.22895.75895.25894.75894.25893.75893.99894.49894.25893.75893.25892.75892.18890.41886.100+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
8" PVC SAN. MAIN
INV. = 877.73
CROWN = 878.42
174 LF - 12" RCP
@ 0.40%
STM 640
RIM: 894.00
IE: 890.80 (E)
334 LF - 15" RCP
@ 0.65%
STM 645
RIM: 892.28
IE: 886.51 (W)
IE: 886.41 (NE)
83 LF - 18" RCP
@ 0.30%
FES 646
18" RCP
IE: 886.16
8" WATER MAIN
INV = 886.98
242 LF - 15" RCP
@ 0.29%
37.5" SUMP AND
SNOUT 18R
(SEE DETAIL
05/C8.2)
DRAWING NO.
C6.5
N:\2018\18414\Drawings\ACAD\LD\S04.1\Sheet Drawings\CD\18414_C5.0 UTILITY PLAN.dwg 5/17/2019DESCRIPTIONDATENO. R E V I S I O N SPROJECT NO.:PROJECT MANAGER:DRAWN BY:DESIGNED BY:ORIGINAL ISSUE DATE:18414DECEMBER 14, 2018JORPLDJORCARMEL INDIANASTORM SEWER PLAN & PROFILEESTATES AT TOWNE MEADOWDESCRIPTIONDATE NO. 619 N Pennsylvania StIndianapolis, IN 46204317.423.0690 phonewww.v3co.comKnow what'sbelow.
before you dig. Call
R
KEY MAP
N.T.S.
NOTES:
1. CONTRACTOR TO FIELD VERIFY LOCATION, INVERT,
AND SIZE OF ALL EXISTING UTILITIES PRIOR TO
ORDERING MATERIALS OR BEGINNING UTILITY
WORK. CONTRACTOR TO NOTIFY ENGINEER OF
ANY DISCREPANCIES IMMEDIATELY.
2. UNLESS INDICATED OTHERWISE, FRAME AND OPEN
LID STORM STRUCTURES IN PAVEMENT SHALL BE
NEENAH R-2502 WITH TYPE D LID OR APPROVED
EQUAL, AND FRAME AND CLOSED LID STORM
STRUCTURES IN PAVEMENT SHALL BE NEENAH
R-1772 OR APPROVED EQUAL. FRAME AND OPEN
LID STORM STRUCTURES IN OPEN SPACE SHALL BE
R-4340-B OR APPROVED EQUAL. ALL FRAME AND
GRATES SHALL CONFORM TO LOCAL MUNICIPALITY
REQUIREMENTS.
FRAME AND CLOSED LID STORM STRUCTURES
LOCATED WITHIN AN ACCESSIBLE ROUTE SHALL BE
“NEENAH R-1772 WITH TYPE C LID (OR EQUIVALENT)
WITH PERMA-GRIP SURFACE. DRILL 1 - 1” DIAMETER
LIFT HOLE INSTEAD OF A STANDARD PICK HOLE.”
3. LIGHT POLES SHOWN FOR COORDINATION OR
LOCATION PURPOSES ONLY AND DO NOT
REPRESENT ACTUAL SIZE. SEE PLANS BY SITE
LIGHTING CONSULTANT FOR SITE LIGHTING
INFORMATION.
4. THE STORM SEWER SYSTEM SHALL BE
CONSTRUCTED PER DESIGN SPECIFIED AND AS
APPROVED BY THE CITY OF CARMEL ON THE FINAL
APPROVED CONSTRUCTION PLANS. DEVIATIONS
FROM THE APPROVED DESIGN SHALL ONLY BE
PERMITTED DUE TO SPECIAL CIRCUMSTANCES OR
DIFFICULTY DURING CONSTRUCTION AND WILL
REQUIRE PRIOR FIELD APPROVAL FROM A
DESIGNATED REPRESENTATIVE OF THE CITY OF
CARMEL IN ADDITION TO SUPPLEMENTAL
APPROVAL BY THE DESIGN ENGINEER. AN
EXPLANATION OF ANY SUCH DEVIATION SHALL BE
INCLUDED AS A REQUIREMENT ON
AS-BUILT/RECORD DRAWINGS SUBMITTED FOR
RELEASE OF PERFORMANCE GUARANTEES.
APPROVED DESIGN SLOPES IDENTIFIED AS
GENERATING VELOCITIES OF 2.5 FPS OR LESS OR 10
FPS OR GREATER (AT FULL FLOW CAPACITY) SHALL
REQUIRE AS-BUILT CERTIFICATION AT THE TIME OF
CONSTRUCTION, PRIOR TO BACKFILLING THE PIPE.
THE CONTRACTOR IS INSTRUCTED TO AS-BUILT
EACH SECTION OF STORM PIPE AS IT IS BEING
INSTALLED TO ENSURE COMPLIANCE WITH THE
DESIGN PLANS AND AS APPROVED BY THE CITY OF
CARMEL..
08/20/20