511-21325CAK_02 Civil_2.pdf
PDF 4 MB Posted
- Attached to
- 511/21325. CAK; Alma Armory - Renovate Armor
- Solicitation number
- RFQ - 171 - 230000000729
- Issued by
- Gratiot County, Allendale CDP, Michigan
About this file
This document contains civil engineering drawings and details for the Alma Armory Renovation project in Alma, Michigan, which is being undertaken by the State of Michigan Department of Technology, Management and Budget, Facilities and Business Services Administration. The drawings provide information on the underground utilities, soil erosion and sediment control, pavement details, and other civil site work required for the renovation of the existing armory facility. The project is located in Gratiot County and the Allendale Census Designated Place. The document includes an add alternate to construct a storm manhole and replace approximately 40 linear feet of existing storm pipe. Contractors are instructed to field verify the location and elevation of existing utilities prior to commencing construction and to notify the owner of any discrepancies.
The document does not provide details on pricing, funding sources, or set-asides. Contractors are instructed to submit bids through the State's online SIGMA VSS system, and are advised to contact the project manager with any questions or issues related to the electronic submission process.
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SOIL EROSION AND
SEDIMENT CONTROL DETAILS
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T
SAN C.O. PER
DETAIL A4/C700
INV=757.30
SAN C.O. PER
DETAIL A4/C700
INV=755.93
SAN C.O. PER
DETAIL A4/C700
INV=756.71
SAN C.O. PER
DETAIL A4/C700
INV=755.27
STORM C.O.
INV=756.45
HA
W
TH
O
RN
E
ST
EXISTING BUILDING
F.F. = 761.56'
EXISTING BUILDING
F.F. = 760.3'
L
F 6"
S
AN
S
EW
.0
12 LF 6" SAN SEW. @ 1.0%
!!CAUTION!!
UTILITY CROSSING
L
F 6"
S
AN
S
EW
.0
78 LF 6" SAN SEW. @ 1.0%59 LF 6" SAN SEW. @ 1.0%
7 LF 6" SAN SEW. @ 1.0%
PROPOSED
UNDERGROUND
ELECTRICAL LINE
(BY OTHERS).
APPROXIMATE LOCATION OF NEW
COMMUNICATIONS PEDESTAL MOUNTED
NEXT TO BUILDING (BY OTHERS). ROUTE
WIRING ALONG BUILDING INTO EXISTING
COMMUNICATION CONDUITS
17 LF 6" HDPE
ST SEW. @ 1.00%
!!CAUTION!!
UTILITY CROSSING
!!CAUTION!!
UTILITY CROSSING APPROXIMATE LOCATION OF NEW
UTILITY POLE WITH
TRANSFORMERS. TRENCH WILL BE
1'-2' WIDE AND 2'-3' DEEP BY
CONSUMERS ENERGY.
CONTRACTOR TO COORDINATE
WORK WITH CONSUMERS.
APPROXIMATE LOCATION OF NEW
UTILITY POLE . CONTRACTOR TO
COORDINATE WORK WITH CONSUMERS
6" SAN. LEAD CONNECTION TO THE
BLDG. SEE PLUMBING PLANS FOR
EXACT LOCATION
INV. = 755.86
COMMUNICATION ROUTED ALONG
BUILDING
CONNECT PROPOSED 6" SANITARY
SERVICE TO EXISTING 6" SANITARY
VIA WYE. CONTRACTOR FIELD VERIFY
EXACT LOCATION AND ELEVATION OF
EXISTING SAN. SEWER BEFORE COMMENCING
CONSTRUCTION AND NOTIFY THE ENGINEER
OF ANY DISCREPANCIES.
INV=754.3±
6" TOP SAN. = 755.00
6" STORM INV. 755.32
CONTRACTOR FIELD VERIFY EXISTING STORM
SEWER ELEVATION AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES.
CONSTRUCT PROP. ST CB #1
OVER THE EXISTING 12" STORM
RIM=760.72
INV IN:755.25 W 12"
INV IN:755.75 S 6"
INV OUT:755.25 E 12"
ALTERNATE 1
CONSTRUCT PROP. ST CB #2
OVER THE EXISTING 12" STORM
RIM=760.32
INV IN:755.21 W 12"
INV OUT:754.96 E 12"
ALTERNATE 1
40 LF 12" HDPE
ST SEW. @ 0.10%
CONNECT ROOF DRAIN TO
PROPOSED STORM SEWER. SEE
PLUMBING PLANS FOR EXACT
LOCATION AND ELEVATION
INV=756.62
6" SAN. LEAD CONNECTION TO THE
BLDG. SEE PLUMBING PLANS
FOR EXACT LOCATION
INV=757.4
L
F 6"
H
DP
E
ST
S
EW
.0 0%
SAN C.O. PER
DETAIL A4/C700
INV=754.64
UTILITY NOTES:
1. ALL WORKMANSHIP, MATERIALS, AND CONSTRUCTION PRACTICES SHALL
CONFORM TO THE REQUIREMENTS OF THE OWNER OR THE AGENCY HAVING
JURISDICTION OVER THE APPLICABLE UTILITY.
2. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING
UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER.
3. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE
INSTALLATION OF PROPOSED UTILITIES.
4. CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES 72 HOURS BEFORE
CONNECTING TO ANY EXISTING LINE.
5. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY
LINES, STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS THE CONFLICT IS
DISCOVERED.
6. TOPS OF EXISTING UTILITY STRUCTURES SHALL BE ADJUSTED TO FINISHED
GRADE.
7. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF
ANY NEW LINES.
8. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE CONSTRUCTION
REQUIREMENTS OF THE UTILITY OWNERS.
9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE
RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL
THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON
THE PLANS.
10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS
FOR ACTUAL LOCATION AND ELEVATIONS OF ALL UTILITY ENTRANCES TO
INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION
WATER SERVICE, ELECTRICAL, TELEPHONE, AND GAS SERVICE. CONTRACTOR
SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO
AVOID CONFLICTS AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL. AS
COORDINATING WITH UTILITY REQUIREMENTS AS TO LOCATION AND
SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING
UTILITIES.
11. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE
SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S
INSPECTING AUTHORITIES.
12. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPE SIZES AND INVERTS
ELEVATIONS BEFORE ORDERING MANHOLE AND CATCH BASIN STRUCTURES.
13. ALL UTILITIES BELOW PAVED AREAS SHALL BE BACKFILLED WITH 100%
GRANULAR MATERIAL (OR APPROVED OTHER) AND COMPACTED TO 95% OF
ITS MAXIMUM UNIT WEIGHT.
14. ALL RIM ELEVATIONS IN OUTLAWN AREAS ARE APPROXIMATE ONLY AND
SHALL BE ADJUSTED BY THE CONTRACTOR AFTER FINAL GRADES ARE
ESTABLISHED.
UTILITY LEGEND:
STORM SEWER
YARD BASIN
CATCH BASIN
SANITARY SEWER
CLEANOUT
UTILITY CROSSING
SANITARY SEWER MANHOLE
STORM MANHOLE
0 30 60 90 FT
1" = 30' SCALE BAR
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UNDERGROUND COMMUNICATION
UNDERGROUND ELECTRIC
ADD ALTERNATE:
1. CONSTRUCT STORM MH 2 OVER EXISTING STORM PIPE. REMOVE
AND REPLACE APPROXIMATE 40 LF OF EXISTING PIPE AT 0.1%
SLOPE TO AVOID CONFLICT WITH THE PROPOSED SANITARY. THIS
ALTERNATE MAY BE USED IN THE EVENT OF CONFLICT BETWEEN
STORM SEWER AND SANITARY SEWER.
NOTE:
1. CONTRACTOR TO NOTE THAT LOCATIONS AND ELEVATIONS OF
EXISTING UTILITIES (PARTICULARLY STORM AND SANITARY
SERVICES WHERE THEY EXIT THE BUILDING) ARE BASED ON FIELD
INVESTIGATION AND INFORMATION FROM RECORD PLANS.
LOCATIONS AND ELEVATIONS ON THIS DRAWING ARE SHOWN IN
APPROXIMATE LOCATIONS ONLY BASED ON THE LIMITED
INFORMATION AVAILABLE. CONTRACTOR MUST FIELD VERIFY
LOCATION AND ELEVATIONS OF UTILITIES PRIOR TO
COMMENCING CONSTRUCTION AND MUST NOTIFY THE OWNER OF
DISCREPANCIES THAT MAY IMPACT PROPOSED IMPROVEMENTS
AS SHOWN ON PLANS.
UTILITY PLAN
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EXPANSION JOINT
WITH JOINT FILLER
CONTRACTION JOINT
21 12 2 2
WIDTH VARIES (REFER TO PLAN)
25' MAX.
5', TYP.
6"
2% MAX.
4" MDOT CLASS II
GRANULAR
MATERIAL
COMPACTED
SUBGRADE
4" THICK 3500 PSI CONC.
(6" THICK THROUGH
DRIVEWAYS)
A2 CONCRETE SIDEWALK DETAIL
N.T.S.
2" HMA, 36A WEARING COURSE
2" HMA, 3B LEVELING COURSE
EXISTING AGGREGATE BASE
A1 HMA PAVEMENT SECTION
N.T.S.
1' ANTI-CLIMB ARM WITH 3 SETS OF
DOUBLE STRAND BARBED WIRE
KAB'17
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FINISHED GRADE
FROM BUILDING
CLEAN-OUT COVER
NOTES:
1. IT IS RECOMMENDED THAT ALL SOLVENT WELD JOINTS BE MADE AS FOLLOWS:
· CLEAN DRY HUBS AND SPOTS
· PRIMER APPLIED TO PARTS BEING CONNECTED
· PVC SOLVENT WELD CEMENT APPLIED DIRECTLY OVER PRIMER
· PVC TYPE I IS COMPATIBLE FOR SOLVENT WELDING TO SDR-21 OR ANY
OTHER PVC TYPE I PIPE MADE TO "STEEL PIPE" OUTSIDE DIMENSIONS
2. FILL SHALL BE PLACED IN 6" LIFTS AND TAMPED AFTER EACH LIFT.
6" 45° 1/8 LONG SWEEP BEND
LATERAL RISER - SCH 40 (ASTM
D-2665) OR SDR-21 (ASTM D-2441)
PROVIDE CAST IRON CLEAN-OUT
PLUG IP THD BRASS SCREW PLUG
(HS 67), NO PVC ALLOWED
FINISHED GRADE (PAVED)
1" TO 3"
CLEARANCE
PVC FEMALE ADATOR, IP THD X
SOCKET
17"
1"
7-1/2"
10"
BEDDING MATERIAL
TO SEWER
LATERAL
GLUED JOINT, TYP.
PVC WYE (TEES NOT ALLOWED)
EAST JORDAN IRON WORKS OR
APPROVED EQUAL FRAME AND COVER
INSTALLED FLUSH WITH FINISHED
GRADE - TO BE USED IN PAVED AREAS
ONLY
PIPE BACKFILL; REFER TO "TRENCH
AND RESTORATION DETAIL"
CLEANOUT COVER TO BE MARKED
WITH THE WORD "SEWER"
10"Ø
A4 SANITARY SEWER LATERAL CLEAN-OUT
N.T.S.
A3 ANTI-CLIMB LOCKABLE GATE DETAIL
N.T.S.
JA JA PA
F
PA
F
C7
AA
REMOVE AND REPLACE 4" OF EXISTING
MATERIAL, PROOF-ROLLING THE
UNDERLAYING AGGREGATE AND
REMOVE AND REPLACE UNSUITABLE
MATERIAL
NOTES:
1. ALL POSTS SHALL BE PLUMB
2. WELD ALL PIPE CONNECTIONS.
3. GATE FABRIC TO MATCH FENCE
FABRIC. PROVIDE MATCHING
POST CAPS WHERE REQUIRED.
4. NOTCH CURBS TO MAINTAIN 4"
HEIGHT BETWEEN BOTTOM OF
GATE AND PAVING.
5. PROVIDE EMBEDDED METAL
SLEEVE AND HOLD OPEN FOR
EACH LEAF OF GATE.
12"
6'
4'-0" MIN.
4" MIN.
4"
6 5/8"Ø GATE POST FOR 10' - 15' WIDE
GATE, 4"Ø PIPE FOR 6' - 10' GATE,
AND 3"Ø PIPE FOR UP TO 6' WIDE
GATE
6"
8"
2 1/2"Ø SCHED. 80 TOP AND BOTTOM
RAIL ON GATES
STANDARD OFFSET TYPE HINGES
2 1/2"Ø SCHED. 80 TOP AND BOTTOM
RAIL ON GATES, TYP.
2"Ø SCHED. 40 FOR VERTICAL
MEMBERS, TYP.
1 5/8"Ø SCHED. 40 FOR DIAGONAL
MEMBERS
1"Ø PLUNGER ROD AND GUIDE, BOTH
SIDES
PLUNGER CATCH
CONCRETE BASE
REFER TO CHAIN LINK FENCE DETAIL
8'
GALVANIZED 2-3/8" O.D. LINE POST W/
CAP
LATCH ASSEMBLY
DETAILS
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