CD101-N.pdf

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AMVET AVENUE

AMVET AVENUE

BUILDING 5

GARAGES

BUILDING 3

BUILDING 25

EUCLID AVE

POTENTIAL

FUTURE BUILDING

LOCATION

NO PARKING

NO PARKING

N O

P A

R K

IN

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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P at h:

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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A

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21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 17270

CONSTRUCT STEAM

TUNNEL

636A6-23-101

SITE

08/09/2024

DES MOINES, IA

LRK

100% FINAL BID

DOCUMENTS

Date:

623 26TH AVENUE

ROCK ISLAND, IL 61201

9555 JAMES AVE S. SUITE 200

BLOOMINGTON, MN 55431

N

0 20' 40'

EXISTING CONDITIONS &

REMOVALS - NORTH

CD101-N

REMOVE EX.

CATCH BASINS

REMOVE EXISTING

16" DECIDUOUS TREE

SAWCUT & REMOVE EX.

CONCRETE SIDEWALK (TYP.)

PROPOSED STEAM

TUNNEL (TYP.)

VAULT #6

VAULT #5

REMOVE EX. STORM SEWER

WITHIN CONST. LIMITS.

ABANDON SEGMENT UNDER

ROADWAY TO REMAIN

(BULKHEAD/FILL WITH SAND)

SAWCUT & REMOVE EX.

CONCRETE SIDEWALK (TYP.)

VAULT #4

VAULT #3

REMOVE & REPLACE

25 LF OF 10" & 25 LF OF

6" DIP WATER MAIN.

REROUTE THROUGH

TUNNEL WALL (SEE

DETAIL 5/SHEET C902)

SAWCUT & REMOVE EX.

BITUMINOUS PAVEMENT (TYP.)

REMOVE ABANDONED

WATERMAINS WITHIN

PROJECT LIMITS

PROTECT STEAM

AND CHILLED WATER

LINES IN PLACE

BEGIN REMOVAL OF 30 LF

12" RCP STORM SEWER

REMOVE 83 LF - 15"

STORM SEWER

REMOVE

ABANDONED GAS

SEE KEY NOTE 1

REMOVE 25 LF EX. VCP

SANITARY SEWER & REPLACE

W/ PVC WHERE EX. SANITARY

PASSES THRU PROPOSED

TUNNEL WALL

(SEE DETAIL 3 SHEET C602)

(SEE NOTE 2)

REMOVE 55 LF EX. VCP

SANITARY SEWER & REPLACE

W/ PVC WHERE EX. SANITARY

PASSES THRU PROPOSED

TUNNEL WALL

(SEE DETAIL 2, SHEET C602)

(SEE NOTE 2)

LEGEND

CONSTRUCTION LIMITS

EXISTING WATERMAIN

EXISTING SANITARY SEWER

EXISTING STORM SEWER

EXISTING FENCE

EXISTING GAS MAIN

EXISTING OVERHEAD WIRES

EXISTING TELEPHONE

EXISTING UNDERGROUND

ELECTRIC

EXISTING HYDRANT AND GV

EXISTING SANITARY MANHOLE

EXISTING STORM SEWER INLET

EXISTING LIGHT POLE

EXISTING SIGN

SILT FENCE

FIBER ROLL

REMOVE EXISTING UTILITY LINE

REMOVE EXISTING BITUMINOUS

PAVEMENT

REMOVE EXISTING CONCRETE

PAVEMENT

REMOVE EXISTING CONCRETE

WALK

REMOVE EXISTING TUNNEL

REMOVE EXISTING CONCRETE

C&G

SAWCUT

REMOVE TREE

PROTECT TREE

INLET PROTECTION

EXISTING STEAM TUNNEL

PROPOSED STEAM TUNNEL

PROPOSED STEAM VAULT

FIBER ROLL

FIBER ROLL

FIBER ROLL

FIBER ROLL

ABANDON EX. 10" PVC STORM SEWER

BEYOND CONSTRUCTION LIMITS

REMOVE 58 LF - 8" VCP SANITARY SEWER

(SEE NOTE 2)

18" OAK

22" OAK

30" OAK

EXISTING 22" CATALPA TREE TO REMAIN

INSTALL TREE PROTECTION FENCE (TYP.)

REMOVE 69 LF - 18" RCP

STORM SEWER

REMOVE EX. CATCH BASIN

4" DECIDOUS

22" OAK

PLUG EX. INV. S (EX. INV SW

& INV. N TO REMAIN)

REMOVE 50 LF - 10" PVC

STORM SEWER

30" OAK

24" OAK

INSTALL SILT FENCE AROUND

PROPOSED STOCKPILE AREA

FIBER ROLL

MM

EX. STMH

RIM=909.5

INV. SW=898.9

INV. NE=898.7

EX. STMH

RIM=908.8

INV. SW=897.4

INV. N=897.1

EX. STMH 108

RIM=911.1

INV. S=900.4

INV. NE=900.5

EX. STMH 106A

RIM=910.7

INV. S=907.0

INV. N=906.5

INV. SE=906.4 (ABANDONED)

1. SOME STORM SEWER ELEVATIONS WERE OBTAINED

FROM AS-BUILT DRAWINGS OR INTERPOLATED

BETWEEN KNOWN ELEVATIONS. CONTRACTOR TO

FIELD VERIFY PRIOR TO CONSTRUCTION. AS-BUILT

RECORDS ARE AVAILABLE TO REVIEW

2. TEMPORARY STORAGE TANKS & PUMPING MAY BE

REQUIRED UNTIL NEW SANITARY SEWER LINES ARE

COMPLETE.

REMOVE 2'×4'×4' CONCRETE BLOCK

AROUND EASTERLY 2 STEAM PIPES

REMOVE EX. CONCRETE SIDEWALK (TYP.)

REMOVE EX. CONC. CURB & GUTTER (TYP.)

EX. STMH

RIM = 902.20

30" INV = 884.07

(FIELD VERIFY)

EX. 30" R

CP

30" RCP EX. STORM SEWER EXTENDS

AND CONNECTS TO EX. CITY STORM

SEWER IN EUCLID AVE RIGHT-OF-WAY

REMOVE 40 LF 12"

STORM SEWER

EX. 30" RCP

EX. STORM

JUNCTION

INV = 886.5±

SAWCUT & REMOVE EX.

BITUMINOUS PAVEMENT

EX. CBMH-202

RIM = 909.10

8" INV N = 890.90

24" INV SW = 888.17

30" INV NE = 887.67

EX. 24" RCP

EX. 21" RCP

EX. STMH-203

RIM = 912.78

INV E = 908.56

INV W = 907.68

INV S = 901.68

EX. 8" DIP

28 LF EX. 8" DIP TO REMAIN

REMOVE 13 LF 8" DIP

STORM SEWER

BEYOND JUNCTION

EX. STORM JUNCTION

INV = 901.2±

REMOVE 32 LF 8" STORM

SEWER (TO JUNCTION)

SALVAGE EXISTING SIGNS

SALVAGE EXISTING SIGNS

SALVAGE EXISTING SIGNS

SALVAGE EXISTING

LIGHT POLE

SALVAGE EXISTING

LIGHT POLE

SALVAGE EXISTING LIGHT POLE

SALVAGE

EXISTING SIGN

SALVAGE EXISTING

LIGHT POLE

GENERAL NOTES

PROTECT 5 LF 8" STORM

SEWER TO REMAIN

REMOVE 18" RCP

FLARED END SECTION

PROTECT IN PLACE UNDERGROUND

COMMUNICATIONS VAULT

EXISTING DRAINTILE PROTECT IN PLACE

REMOVE EX. 12" HIGH RETAINING WALL

WITHIN CONSTRUCTION LIMITS

1. REMOVE ABANDONED CONCRETE ELECTRIC DUCT

BANK AND REFEED EXISTING SITE LIGHTING CIRCUIT

FROM PANEL 3-1-3 WITH DIRECT BURIAL CONDUIT FROM

EXISTING MANHOLE. EXISTING COMMUNICATIONS DUCT

BANK SHALL BE REMOVED WITHIN LIMITS OF

CONSTRUCTION AND FIBER RELOCATED ABOVE THE

NEW TUNNEL USING EXISTING SLACK WHILE

MAINTAINING SERVICE USING APPROVED CONDUIT

REPAIR METHODS.

KEY NOTES

1 REVISION 1 02/07/2025

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15KV

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GARY R. JOHNSON 18238