phase 1 - cook inlet housing
TRANSCRIPT
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
C0.01 - COVER SHEET
C1.01 - NOTES & LEGEND
C2.01 - DEMOLITION PLAN
C3.01 - PROJECT KEY MAP
C4.01 - CHUGACH WAY IMPROVEMENTS
C5.01 - SPENARD ROAD IMPROVEMENTS
C6.01 - 36TH AVENUE IIMPROVEMENTS
C7.01 - SPENARD EAST LOT 1 WATER SERVICES
C8.01 - PRICE LOT 101 WATER SERVICE
SHEET INDEX
SPENARD EAST SUBDIVISIONPHASE 1
RIGHT-OF WAY IMPROVEMENTS
VICINITY MAPANCHORAGE, ALASKA
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TURNAGAIN ARM
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ABBOTT RD
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CREEK
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SEWARD HWY.
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GOLDENVIEW DR
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KLATT RD
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TIMBERLANE
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HUFFMAN
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RD.
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C ST
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CANGE ST
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DeARMOUN
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NEW
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SEWARD
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DR.
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OCEANVIEW
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RD.
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JOHNS RD.
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OLD
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HWY
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HUFFMAN RD
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FURROW
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OLD SEWARD HWY.
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RABBIT
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LITTLE
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RABBIT
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HUFFMAN RD
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BRAGAW ST
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RD
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CREEK
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DEARMOUN
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O'MALLEY RD
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KING STREET
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OLD SEWARD HWY
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100TH AVENUE
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NEW SEWARD HWY
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O'MALLEY RD.
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BRAGAW ST
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BIRCH
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ABBOTT RD
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ST.
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HILLSIDE
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RABBIT
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CL
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RD.
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KS
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AR
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CREEK
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UPPER HUFFMAN
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RD.
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RD
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CREEK
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RD.
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DR.
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TRAILS END RD.
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RD
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RD
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BAXTER
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JEWEL LAKE RD
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ABBOTT LOOP RD
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JODPHUR ST.
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MINNESOTA DR.
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DIMOND BLVD
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AVE.
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W. 84th
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JADE ST.
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ENDICOT ST.
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SAND LAKE RD
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LAKE
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JEWELL
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W.88TH
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ST.
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ARLENE
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NORTHWOOD
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CAMPBELL
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ARCTIC
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FORK
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DIMOND
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BLVD
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88th AVE.
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CREEK
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SOUTH
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88th AVE
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KNIK ARM
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KINKAID RD
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CREEK
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INTERNATIONAL AIRPORT RD
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DR.
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36TH
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TUDOR RD
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DOWLING
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AIRPORT
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STRAWBERRY RD.
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SAND LAKE
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RASPBERRY
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DELONG
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LAKE
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RD.
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SATELLITE
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DR
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AIRCRAFT
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HOOD
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LAKE
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W
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SPENARD
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44th AVE.
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LAKE
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WISCONSIN
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RASPBERRY
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LAKE
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RD
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C ST.
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BLVD
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DR.
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NORTHWOOD
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CONNER'S
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INTERNATIONAL
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RD
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SPENARD
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DR
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MINNESOTA
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BLVD
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ARCTIC
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POTTER
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NORTHERN
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POSTMARK DR.
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DR
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34th AVE.
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AERO AVE
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ST.
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TURNAGAIN
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LAGOON
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C ST.
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BLVD
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LIGHTS
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MCRAE RD.
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35TH AVE
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LOIS DR
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DR
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PKWY
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MINNESOTA
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BLVD
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RD.
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SPENARD
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ARCTIC
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E.
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FIREWEED
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WESTCHESTER
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W.
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L ST
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I ST
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E ST
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AVE
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15TH
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BEHM
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DR
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OLD SEWARD
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SEWARD HWY
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BRAGAW
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68th AVE
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CAMPBELL
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CAMPBELL
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LITTLE
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E.
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LITTLE
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LAKE OTIS PKWY
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LORE ROAD
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72th AVE
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MIDDLE
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ROAD
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CREEK
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NORTH
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MACINNES ST.
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FORK
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FORK
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CAMPBELL AIRSTRIP
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FORK
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CENTRE
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SOUTH
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NORTH
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FORK
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TUDOR
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CAMPBELL
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CREEK
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TUDOR RD
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PROVIDENCE
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E. 16TH AVE.
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MT. VIEW
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SITKA ST.
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LIGHTS
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ST.
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AVE
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HWY
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E. NORTHERN
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BENSON
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LATOUCHE
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NEW
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BLVD
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LANE
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CHESTER
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A ST
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E. 20th AVE.
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BLVD
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LAKE
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LAKE OTIS
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E. 36TH AVE
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OTIS
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PROVIDENCE
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DR
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PKWY
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CREEK
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E. 5TH AVE
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CORDOVA ST.
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GAMBELL ST.
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AVE.
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16TH
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INGRA ST.
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E. 15TH AVE
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3RD AVE
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HTS
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AIRPORT
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REEVE BLVD
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BONIFACE
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GOOSE
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UNIVERSITY DR
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LAKE
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LAKE
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E. NORTHERN
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PINE ST.
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PKWY
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BRAGAW ST.
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DEBARR RD
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GLENN HWY
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PENLAND
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DR.
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PKWY
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LOOP
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DOCK
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OCEAN
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RD
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COMMERCIAL DR
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RD
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WHITNEY
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RD
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E. BLUFF DR
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POST RD
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SHIP
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CREEK
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PATTERSON ST.
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CREEK
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CAMPBELL
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BEAVER PL.
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BLVD
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E. 36th AVE.
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LIGHTS
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CHENY LAKE
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PATTERSON
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MULDOON
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TURPIN RD.
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ST.
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E. 4th
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RD
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AVE
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GLENN HWY.
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100TH AVE.
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BLVD
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DIMOND
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CAMPBELL
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KLATT RD
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BAYSHORE
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VICTOR RD.
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LAKE
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1"
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0
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BAR IS ONE INCH ON
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ORIGINAL DRAWING
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IF NOT ONE INCH ON
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THIS SHEET, ADJUST
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SCALES ACCORDINGLY.
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VERIFY SCALES
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PROJECT AREA
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SEAL
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CONSULTANT
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PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
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REVISIONS
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BY
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DESCRIPTION
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DATE
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REV
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CHECKED
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BY
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DRAWN
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BY
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DATA
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BY
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CHECKED
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DRAWN
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BY
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DATA
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BASE
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TOPOGRAPHY
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
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ELECTRIC
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CABLE TV
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TRAFFIC SIGNAL
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DESIGN
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QUANTITIES
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MUN. FINAL CHECK
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VERIFY SCALE
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THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
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IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
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FULL SIZE SCALE
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HORZ SCALE:
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VERT SCALE:
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AS SHOWN
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AS SHOWN
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SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
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GRID:
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DATE:
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02/24/2021
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AS SHOWN
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AS SHOWN
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SW1729
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HORZ SCALE:
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VERT SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
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RECORD DRAWING
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This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
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2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
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DATE:
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COMPANY:
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DATA TRANSFER CHECKED BY:
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Note: To be filled out on original drawings upon project completion.
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TITLE:
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3.
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BY:
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TITLE:
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EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
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COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
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BID DOCUMENTS
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NOT FOR CONSTRUCTION
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COVER SHEET
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C0.01
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0
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SCALE IN FEET
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2 MILES
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1 MILE
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
WATER NOTES
SANITARY SEWER NOTES
GENERAL NOTES
ABBREVIATIONS
VICINITY MAPWATER KEY SEWER KEY
LEGEND
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KNIK ARM
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INTERNATIONAL AIRPORT RD
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DR.
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36TH
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TUDOR RD
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AIRPORT
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SATELLITE
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DR
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AIRCRAFT
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HOOD
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LAKE
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W
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SPENARD
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44th AVE.
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LAKE
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WISCONSIN
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DR.
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NORTHWOOD
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INTERNATIONAL
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RD
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SPENARD
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DR
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MINNESOTA
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BLVD
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ARCTIC
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POTTER
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NORTHERN
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POSTMARK DR.
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DR
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34th AVE.
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AERO AVE
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ST.
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TURNAGAIN
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LAGOON
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C ST.
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BLVD
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LIGHTS
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MCRAE RD.
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35TH AVE
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LOIS DR
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DR
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PKWY
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MINNESOTA
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BLVD
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RD.
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SPENARD
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ARCTIC
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E.
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FIREWEED
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WESTCHESTER
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W.
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L ST
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I ST
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E ST
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AVE
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15TH
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E. NORTHERN
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LANE
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A ST
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CORDOVA ST.
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16TH
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PROJECT AREA
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SEAL
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CONSULTANT
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PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
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REVISIONS
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BY
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DESCRIPTION
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DATE
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REV
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CHECKED
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BY
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DRAWN
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BY
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DATA
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BY
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CHECKED
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DRAWN
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BY
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DATA
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BASE
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TOPOGRAPHY
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
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ELECTRIC
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CABLE TV
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TRAFFIC SIGNAL
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DESIGN
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QUANTITIES
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MUN. FINAL CHECK
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VERIFY SCALE
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THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
AutoCAD SHX Text
IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
AutoCAD SHX Text
FULL SIZE SCALE
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HORZ SCALE:
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VERT SCALE:
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AS SHOWN
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AS SHOWN
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SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
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GRID:
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DATE:
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02/24/2021
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AS SHOWN
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AS SHOWN
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SW1729
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HORZ SCALE:
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VERT SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
AutoCAD SHX Text
RECORD DRAWING
AutoCAD SHX Text
This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
AutoCAD SHX Text
2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
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DATE:
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COMPANY:
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DATA TRANSFER CHECKED BY:
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Note: To be filled out on original drawings upon project completion.
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TITLE:
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3.
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BY:
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TITLE:
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EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
AutoCAD SHX Text
COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
AutoCAD SHX Text
BID DOCUMENTS
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NOT FOR CONSTRUCTION
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PROJECT KEY MAP
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C1.01
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1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE 2015 EDITION OF THE ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE 2015 EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS FOR STREETS-DRAINAGE-UTILITIES-PARKS (MASS), THE MOA DESIGN CRITERIA MANUAL, THE AWWU DESIGN AND CONSTRUCTION PRACTICES MANUAL, ADOT STANDARD DRAWINGS, AND ANY SPECIAL PROVISIONS. COPIES OF THE QUALITY CONTROL PLAN AND INSPECTION REPORTING TO BE DELIVERED TO THE MOA INSPECTOR. NO FIELD CHANGES WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE PUBLIC WORKS ENGINEER. 2. MAINTAIN A MINIMUM OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES MAINTAIN A MINIMUM OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL SEPARATION BETWEEN WATER AND SANITARY SEWER OR STORM SEWER MAINS AND SERVICES. SANITARY AND STORM SEWER PIPE JOINTS SHALL BE PLACED AT LEAST NINE (9) FEET FROM ANY WATER LINE CROSSING. 3. MAINTAIN A MINIMUM OF 36-INCHES OF VERTICAL SEPARATION BETWEEN ANY STORM MAINTAIN A MINIMUM OF 36-INCHES OF VERTICAL SEPARATION BETWEEN ANY STORM SEWER (STORM DRAIN OR FOOTING DRAIN) AND WATERLINE (MAINS OR SERVICES) OR SANITARY SEWER (MAINS OR SERVICES). IF 36-INCHES CANNOT BE MAINTAINED, PROVIDE A MINIMUM OF 4-INCH THICK INSULATION. 4. ALL WATER/SEWER PIPE INSULATION SHALL BE RIGID BOARD, HIGH DENSITY EXTRUDED ALL WATER/SEWER PIPE INSULATION SHALL BE RIGID BOARD, HIGH DENSITY EXTRUDED POLYSTYRENE, MIN. 60 P.S.I., FOR UNDERGROUND INSTALLATIONS EQUIVALENT TO R-20 PER FOUR (4) INCH THICK INSULATION. 5. CONTRACTOR SHALL VERIFY AND RECORD THE HORIZONTAL AND VERTICAL LOCATIONS CONTRACTOR SHALL VERIFY AND RECORD THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD AND RECORD ANY CHANGES ON THE CONTRACTOR RECORD DRAWINGS. 6. THE CONTRACTOR SHALL RESTORE ALL DISTURBED PROPERTY, INCLUDING DRAINAGE THE CONTRACTOR SHALL RESTORE ALL DISTURBED PROPERTY, INCLUDING DRAINAGE SWALES, DISTURBED BY CONTRACT ACTIVITIES TO PRECONSTRUCTION CONDITION. 7. IN CASE OF CONFLICT BETWEEN STATIONING LOCATION OF PIPE OR FITTINGS, USE IN CASE OF CONFLICT BETWEEN STATIONING LOCATION OF PIPE OR FITTINGS, USE DIMENSIONED LOCATIONS RELATIVE TO THE CENTERLINE AND PROPERTY LINE, THE DIMENSIONED LOCATIONS SHALL GOVERN. 8. THE CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD THE CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWING PLANS PRIOR TO CONTRACT FINAL PAYMENT. 9. THE CONTRACTOR SHALL FIELD INSTALL RESTRAINED FITTINGS ON ALL MECHANICAL THE CONTRACTOR SHALL FIELD INSTALL RESTRAINED FITTINGS ON ALL MECHANICAL JOINTS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROLS AS NECESSARY TO COMPLY WITH FEDERAL, STATE, AND MUNICIPAL LAWS THAT PROHIBIT UNPERMITTED DISCHARGE OF POLLUTANTS, INCLUDING SEDIMENTS, THAT ARE A RESULT OF EROSION AND OTHER CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONDUCT ALL WORK SO SEDIMENT IS NOT TRANSPORTED ONTO THE ROADWAY OR ADJACENT PROPERTY. AT A MINIMUM, THE CONTRACTOR SHALL SWEEP UP ANY SEDIMENT TRACKED ONTO PAVED SURFACES IN PUBLIC RIGHT-OF-WAY WITHIN 24 HOURS OF THE TRACKING TO MINIMIZE THE WASH-OFF OF SEDIMENT INTO THE STORM DRAINS OR WATERWAYS. 11. WATER RESULTING FROM THE CONTRACTOR'S DEWATERING EFFORT MAY NOT BE PUMPED WATER RESULTING FROM THE CONTRACTOR'S DEWATERING EFFORT MAY NOT BE PUMPED OR OTHERWISE DIVERTED INTO EXISTING STORM DRAINS UNLESS THE CONTRACTOR OBTAINS PERMITS INCLUDING, BUT NOT LIMITED TO, THOSE REQUIRED BY THE MUNICIPALITY OF ANCHORAGE STORM WATER PLAN REVIEW OFFICE. IT IS NOT ALLOWABLE UNDER ANY CIRCUMSTANCES FOR THE CONTRACTOR TO DIVERT WATER FROM EXCAVATIONS IN TO ROADWAYS. CONTRACTOR SHALL PROVIDE A DISPOSAL SITE FOR EXCESS WATER AND SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPROVALS. CONTRACTOR SHALL PROVIDE COPIES OF NECESSARY PERMITS AND APPROVALS TO THE MOA RIGHT OF WAY PERMIT OFFICE.
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1. EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS IN ADVANCE OF EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS IN ADVANCE OF SANITARY SEWER SERVICE INTERRUPTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY SANITARY SEWER SERVICE TO THE EXISTING CUSTOMERS IF DEEMED NECESSARY BY THE ENGINEER AND/OR AWWU. 2. ALL MANHOLES SHALL HAVE A MINIMUM OF ONE-SIX (6") GRADE RING. MAXIMUM GRADE ALL MANHOLES SHALL HAVE A MINIMUM OF ONE-SIX (6") GRADE RING. MAXIMUM GRADE RING ADJUSTMENT SHALL NOT EXCEED EIGHTEEN (18") INCHES. 3. ALL SANITARY SEWER MAINS SHALL BE POLYVINYL CHLORIDE (PVC) C-900, DR-18. ALL SANITARY SEWER MAINS SHALL BE POLYVINYL CHLORIDE (PVC) C-900, DR-18. 4. SANITARY SEWER SERVICES SHALL BE _____UNLESS NOTED ON THE PLANS WITH A SANITARY SEWER SERVICES SHALL BE _____UNLESS NOTED ON THE PLANS WITH A MINIMUM SLOPE FOR 6-INCH SERVICES TO BE 1%. 5. SANITARY SEWER SERVICES SHALL BE PLACED NO CLOSER THAN: 15 FEET SANITARY SEWER SERVICES SHALL BE PLACED NO CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TO ANY FIRE HYDRANT OR FIRE HYDRANT LEG; 10 FEET HORIZONTALLY MEASURED TO ANY WATER MAIN, WATER SERVICE, STORM SEWER, AND 5 FEET HORIZONTALLY MEASURED TO ANY SIDE LOT LINE. 6. ALL BEDDING SHALL BE CLASS 'E' (MAXIMUM SIZE IS "). ALL BEDDING SHALL BE CLASS 'E' (MAXIMUM SIZE IS "). 12"). 7. SEWER MAIN AND SERVICE TRENCHES AND BEDDING SHALL BE COMPACTED TO 95% OF SEWER MAIN AND SERVICE TRENCHES AND BEDDING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 METHOD D. 8. THE CONTRACTOR SHALL RELOCATE ANY SEWER SERVICE CONNECTIONS INSTALLED WITH THE CONTRACTOR SHALL RELOCATE ANY SEWER SERVICE CONNECTIONS INSTALLED WITH LESS THAN MINIMUM STANDARD MEASURED DISTANCES PRIOR TO FINAL ACCEPTANCE BY AWWU.
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1. HYDRANTS WILL BE ADJUSTED TO FINAL GRADE BY AWWU O&M DIVISION. THE HYDRANTS WILL BE ADJUSTED TO FINAL GRADE BY AWWU O&M DIVISION. THE CONTRACTOR'S ENGINEER SHALL GIVE A MINIMIMM FORTY-EIGHT (48) HOURS WRITTEN NOTICE TO AWWU ENGINEERING INDICATING THE TYPE OF FIRE HYDRANT AND THE AMOUNT OF VERTICAL ADJUSTMENT. ALL HYDRANTS ADJUSTED BY AWWU ARE ON A REIMBURSABLE BASIS. 2. AWWU, AFD AND EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS AWWU, AFD AND EXISTING CUSTOMERS SHALL BE NOTIFIED SEVENTY-TWO (72) HOURS IN ADVANCE OF WATER SERVICE INTERRUPTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE TEMPORARY WATER SERVICE TO THE EXISTING CUSTOMERS IF THE OUTAGE EXCEEDS 6-HOURS OR IF DEEMED NECESSARY BY THE ENGINEER. THE CONTRACTOR SHALL HAVE A TEMPORARY WATER SERVICE PLAN REVIEWED AND APPROVED BY ADEC. 3. ALL WATER MAINS SHALL BE (POLYVINYL CHLORIDE) PVC C-900 RJIB, DR-18 WITH NBR ALL WATER MAINS SHALL BE (POLYVINYL CHLORIDE) PVC C-900 RJIB, DR-18 WITH NBR GASKETS. 4. ALL BENDS, TEES, FIRE HYDRANTS, AND DEAD-ENDS SHALL HAVE RESTRAINED FITTINGS. ALL BENDS, TEES, FIRE HYDRANTS, AND DEAD-ENDS SHALL HAVE RESTRAINED FITTINGS. 5. NO PIPE LENGTH LESS THAN EIGHT (8') FEET SHALL BE INCORPORATED IN THE WATER NO PIPE LENGTH LESS THAN EIGHT (8') FEET SHALL BE INCORPORATED IN THE WATER SYSTEM EXCEPT FOR THOSE NECESSARY FOR THE FIRE HYDRANTS OR VALVE LOCATIONS UNLESS RESTRAINED. 6. THRUST RESTRAINT MUST BE PROVIDED AND BE COMPATIBLE WITH THE PIPE MATERIAL. THRUST RESTRAINT MUST BE PROVIDED AND BE COMPATIBLE WITH THE PIPE MATERIAL. USE OF FIELD-LOK GASKETS (OR EQUAL) OR MEG-A-LUG FITTINGS (OR EQUAL) MECHANICAL JOINTS ARE ALLOWED. THE USE OF THRUST BLOCKS WILL NOT BE ALLOWED ON DIP FITTINGS, BUT ARE REQUIRED ON PVC FITTINGS. 7. WATER SERVICES SHALL BE _____ UNLESS NOTED ON PLANS. WATER SERVICES SHALL BE _____ UNLESS NOTED ON PLANS. 8. WATER SERVICES SHALL BE PLACED NO CLOSER THAN: 15 FEET HORIZONTALLY WATER SERVICES SHALL BE PLACED NO CLOSER THAN: 15 FEET HORIZONTALLY MEASURED TO ANY FIRE HYDRANT OR FIRE HYDRANT LEG; 10 FEET HORIZONTALLY MEASURED TO ANY SANITARY SEWER MAIN, SANITARY SEWER SERVICE, STORM SEWER, ELECTRICAL/TELEPHONE/CABLE BOX; AND 5 FEET HORIZONTALLY MEASURED TO ANY SIDE LOT LINE. 9. THE CONTRACTOR SHALL PROVIDE SETUP AND TEAR DOWN REQUIRED TO OPEN BORE THE CONTRACTOR SHALL PROVIDE SETUP AND TEAR DOWN REQUIRED TO OPEN BORE FLUSH NEWLY INSTALLED WATER PIPE. THE CONTRACTOR MUST REQUEST WATER AT LEAST 48 HOURS PRIOR TO OPEN BORE FLUSHING. OPEN BOR FLUSHING MUST TAKE PLACE PRIOR TO INSTALLATION OF WATER SERVICES. 10. ALL WATER MAIN AND SERVICE TRENCHES AND BEDDING SHALL BE COMPACTED TO 95% ALL WATER MAIN AND SERVICE TRENCHES AND BEDDING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. 11. ALL WATER SERVICES SHALL HAVE A MINIMUM OF 10 FEET OF BURY AT ALL POINTS. ALL WATER SERVICES SHALL HAVE A MINIMUM OF 10 FEET OF BURY AT ALL POINTS. 12. PVC PIPE SHALL NOT BE DEFLECTED WITHOUT THE USE OF FITTINGS OR DEFLECTION PVC PIPE SHALL NOT BE DEFLECTED WITHOUT THE USE OF FITTINGS OR DEFLECTION COUPLINGS. FLEXING OR BENDING OF PVC PIPE WILL NOT BE ALLOWED. 13. ALL PIPE BEDDING SHALL BE CLASS 'E' (MAXIMUM SIZE IS "). ALL PIPE BEDDING SHALL BE CLASS 'E' (MAXIMUM SIZE IS "). 12"). 14. THE CONTRACTOR SHALL RELOCATE ANY WATER SERVICE CONNECTIONS INSTALLED WITH THE CONTRACTOR SHALL RELOCATE ANY WATER SERVICE CONNECTIONS INSTALLED WITH LESS THAN MINIMUM STANDARD DISTANCES PRIOR TO ACCEPTANCE BY AWWU. 15. WATER LINE IS A FIRE LINE. TO BE PRESSURE TESTED AT 200 PSI FOR TWO HOURS. WATER LINE IS A FIRE LINE. TO BE PRESSURE TESTED AT 200 PSI FOR TWO HOURS. 16. A KNOWN CONTAMINATED SITE IS WITHIN 500' OF THIS PROJECT. NO KNOWN A KNOWN CONTAMINATED SITE IS WITHIN 500' OF THIS PROJECT. NO KNOWN CONTAMINATION EXISTS ON THIS SITE AND IT IS NOT LISTED ON THE ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION (ADEC) DATABASE FOR CONTAMINATED SITES. IF CONTAMINATED SOILS ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT ADEC REGULATIONS AND CLEANUP PROCEDURES.
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Know what's below. Call before you dig. ALASKA DIGLINE
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ACP - ASPHALT CONCRETE PAVEMENT - ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE PAVEMENT BOP - BOTTOM OF PIPE - BOTTOM OF PIPE BOTTOM OF PIPE C - CABLE - CABLE CABLE CB - CATCH BASIN - CATCH BASIN CATCH BASIN C&G - CURB & GUTTER - CURB & GUTTER CURB & GUTTER CIP - CAST IRON PIPE - CAST IRON PIPE CAST IRON PIPE CMP - CORRUGATED METAL PIPE - CORRUGATED METAL PIPE CORRUGATED METAL PIPE CO - CLEAN OUT - CLEAN OUT CLEAN OUT CONC - CONCRETE - CONCRETE CONCRETE CPP - CORRUGATED PLASTIC PIPE - CORRUGATED PLASTIC PIPE CORRUGATED PLASTIC PIPE CPEP - CORRUGATED POLYETHYLENE PIPE - CORRUGATED POLYETHYLENE PIPE CORRUGATED POLYETHYLENE PIPE DIA - DIAMETER - DIAMETER DIAMETER DIP - DUCTILE IRON PIPE - DUCTILE IRON PIPE DUCTILE IRON PIPE E - EAST / EASTING - EAST / EASTING EAST / EASTING ELEV - ELEVATION - ELEVATION ELEVATION EP - EDGE OF PAVEMENT - EDGE OF PAVEMENT EDGE OF PAVEMENT FF - FINISH FLOOR - FINISH FLOOR FINISH FLOOR FL - FLOW LINE - FLOW LINE FLOW LINE GR - GROUND - GROUND GROUND GB - GRADE BREAK - GRADE BREAK GRADE BREAK GV - GATE VALVE - GATE VALVE GATE VALVE INV - INVERT - INVERT INVERT LC - LEVELING COURSE - LEVELING COURSE LEVELING COURSE ME - MATCH EXISTING - MATCH EXISTING MATCH EXISTING MIN - MINIMUM - MINIMUM MINIMUM NTS - NOT TO SCALE - NOT TO SCALE NOT TO SCALE N - NORTH / NORTHING - NORTH / NORTHING NORTH / NORTHING OH - OVERHEAD - OVERHEAD OVERHEAD PCPEP - PERFORATED CPEP - PERFORATED CPEP PERFORATED CPEP PSI - POUNDS PER SQUARE INCH - POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC - POLYVYNLCHLORIDE - POLYVYNLCHLORIDE POLYVYNLCHLORIDE R - RADIUS - RADIUS RADIUS RJIB - RESTRAINED JOINT, INTERLOCKING BELL - RESTRAINED JOINT, INTERLOCKING BELL RESTRAINED JOINT, INTERLOCKING BELL ROW - RIGHT-OF-WAY - RIGHT-OF-WAY RIGHT-OF-WAY S - SOUTH - SOUTH SOUTH SD - STORM DRAIN - STORM DRAIN STORM DRAIN SDCB - STORM DRAIN CATCH BASIN - STORM DRAIN CATCH BASIN STORM DRAIN CATCH BASIN SDCO - STORM DRAIN CLEAN OUT - STORM DRAIN CLEAN OUT STORM DRAIN CLEAN OUT SDMH - STORM DRAIN MANHOLE - STORM DRAIN MANHOLE STORM DRAIN MANHOLE SS - SANITARY SEWER - SANITARY SEWER SANITARY SEWER SSCO - SANITARY SEWER CLEANOUT - SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT SW - SIDEWALK - SIDEWALK SIDEWALK T - TELEPHONE - TELEPHONE TELEPHONE TB - TEST BORING - TEST BORING TEST BORING TBC - TOP BACK OF CURB - TOP BACK OF CURB TOP BACK OF CURB TYP - TYPICAL - TYPICAL TYPICAL VB - VALVE BOX - VALVE BOX VALVE BOX W - WEST - WEST WEST _ DIAMETER DIAMETER
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6"
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VALVE
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FIRE HYDRANT
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WATER LINE
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SANITARY SEWER
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NATURAL GAS
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UNDERGROUND ELECTRIC
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PROPERTY LINE
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DRAINAGE SWALE / DITCH
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PCC SIDEWALK
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PROPOSED
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STORM DRAIN
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CABLE
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ELEVATION CONTOUR
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315
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SPOT ELEVATION & DESCRIPTION
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STRUCTURE
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ASPHALT PAVEMENT
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100.34
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BURIED TELEPHONE LINE
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EXISTING
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FIBER OPTIC CABLE
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SANITARY SEWER MANHOLE
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STORM DRAIN MANHOLE
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STORM DRAIN CATCH BASIN
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315
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ME
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100.34
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ME
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EASEMENT LINE
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OVERHEAD ELECTRIC
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UTILITY POLE
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C
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OE
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SCALE: 1"=300'
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SCALE: 1"=300'
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6"
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DEMOLISH PAVEMENT
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
DEMOLITION NOTES
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30'
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30'
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LOT 3
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LOT 2
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LOT 1
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30'
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30'
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LOT 4
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119.81'
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150.55'
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30' SEWER ESMT. (DTM)
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15' NATURAL GAS ESMT.
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20' SEWER ESMT.
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10' SEWER ESMT.
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15' SEWER ESMT.
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5' PUBLIC USE ESMT.
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20' SEWER ESMT.
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20' SEWER ESMT.
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PRICE SUBDIVISION
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LOT 101
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15.5'
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15.5'
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15.5'
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15.5'
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15.5'
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CURB CUT
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CURB CUT
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CURB CUT
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CURB CUT
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CURB CUT
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CURB CUT
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CURB CUT
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FISH CREEK
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FISH CREEKFISH CREEK
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25' OFFSET
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25' OFFSET
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10' OFFSET
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10' OFFSET
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REMOVE EXISTING CURB.(START)
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REMOVE EXISTING CURB.(END)
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REMOVE EXISTING CURB & SIDEWALK (START)
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ASPHALT REMOVAL FOR WATER SERVICE DISCONNECTS MINIMIZE DISTURBANCE TO EXTENT POSSIBLE
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REMOVE & REPLACE SIDEWALK AS NECESSARY FOR HYDRANT INSTALLATION ON EXISTING STUB
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REMOVE EXISTING CURB & SIDEWALK (END)
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CHUGACH WAY
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SPENARD RD.
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36 AVE.TH AVE.
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SALVAGE EXISTING SIGNS
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0
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SCALE IN FEET
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60
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30
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SEAL
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CONSULTANT
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REVISIONS
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
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ELECTRIC
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CABLE TV
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TRAFFIC SIGNAL
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DESIGN
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QUANTITIES
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MUN. FINAL CHECK
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VERIFY SCALE
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THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
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IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
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FULL SIZE SCALE
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HORZ SCALE:
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AS SHOWN
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SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
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GRID:
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DATE:
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02/24/2021
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AS SHOWN
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AS SHOWN
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SW1729
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HORZ SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
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RECORD DRAWING
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This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
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2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
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DATE:
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COMPANY:
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DATA TRANSFER CHECKED BY:
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Note: To be filled out on original drawings upon project completion.
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TITLE:
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3.
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BY:
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TITLE:
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EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
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COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
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BID DOCUMENTS
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NOT FOR CONSTRUCTION
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DEMOLITION PLAN
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C2.01
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1. ALL CURB AND GUTTER, SIDEWALK, AND PAVEMENT CUTS SHALL BE ALL CURB AND GUTTER, SIDEWALK, AND PAVEMENT CUTS SHALL BE SAW-CUT AT REMOVAL LIMITS. SAWCUTS SHALL BE PARALLEL OR PERPENDICULAR TO STREET CENTERLINE. ASPHALT REMOVAL LIMITS SHALL BE A MINIMUM OF TWO (2) FEET FROM THE LIP OF GUTTER FOR THE LENGTH OF CURB AND GUTTER REMOVAL, OR AS DIRECTED BY THE ENGINEER. TACK COAT SHALL BE APPLIED TO THE SAW-CUT EDGE OF THE ASPHALT PRIOR TO PLACEMENT OF PAVEMENT. 2. ALL EXISTING STREET LIGHTS, STREET SIGNS, UTILITY PEDESTALS, ALL EXISTING STREET LIGHTS, STREET SIGNS, UTILITY PEDESTALS, JUNCTION BOXES, TRAFFIC CONTROL DEVICES ETC. LOCATED WITHIN THE RIGHT-OF WAY SHALL BE PROTECTED IN PLACE OR SALVAGED AND REINSTALLED TO FINISH GRADE IN APPROPRIATE LOCATIONS UNLESS OTHERWISE NOTED.
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
C
6
.
0
1
C
5
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1
C4.01
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30'
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30'
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LOT 3
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LOT 2
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LOT 1
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30'
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30'
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30'
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30'
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LOT 4
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PRICE SUBDIVISION
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LOT 101
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15.5'
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15.5'
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15.5'
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15.5'
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15.5'
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FISH CREEK
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FISH CREEKFISH CREEK
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25' OFFSET
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25' OFFSET
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25' OFFSET
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25' OFFSET
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10' OFFSET
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10' OFFSET
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CHUGACH WAY
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SPENARD RD.
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36 AVE.TH AVE.
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SEAL
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CONSULTANT
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PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
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REVISIONS
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BASE
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TOPOGRAPHY
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
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ELECTRIC
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CABLE TV
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TRAFFIC SIGNAL
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DESIGN
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QUANTITIES
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MUN. FINAL CHECK
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VERIFY SCALE
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THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
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IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
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FULL SIZE SCALE
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HORZ SCALE:
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VERT SCALE:
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AS SHOWN
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AS SHOWN
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
AutoCAD SHX Text
GRID:
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DATE:
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02/24/2021
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AS SHOWN
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AS SHOWN
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SW1729
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HORZ SCALE:
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VERT SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
AutoCAD SHX Text
RECORD DRAWING
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This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
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2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
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DATE:
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COMPANY:
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DATA TRANSFER CHECKED BY:
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Note: To be filled out on original drawings upon project completion.
AutoCAD SHX Text
TITLE:
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3.
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BY:
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TITLE:
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EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
AutoCAD SHX Text
COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
NOT FOR CONSTRUCTION
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PROJECT KEY MAP
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C3.01
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0
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SCALE IN FEET
AutoCAD SHX Text
60
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30
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
CHUGACH WAY PLAN
C4.01
1
CHUGACH WAY PROFILE
C4.01
2CHUGACH WAY SECTION
C4.01
3
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AERIAL ELECTRICAL UTILITY ESMT.
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(MISC BK 234, PG 113)
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(BK 13, PG 775)
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15' SEWER ESMT.
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5' X 5' WATER ESMT.
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FISH CREEKFISH CREEK
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25' OFFSET
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25' OFFSET
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CHUGACH WAY
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SPENARD RD.
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ADJUST EX. SDCB TO NEW CURB GEOMETRY
AutoCAD SHX Text
INSTALL WATER SERVICE PER AWWU PLAN
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INSTALL WATER SERVICE PER AWWU PLAN
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3
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C4.01
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R20'
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R20'
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R30'
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R30'
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R10'
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R10'
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R10'
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R10'
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R30'
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2" AC PAVEMENT
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GEOTEXTILE FABRIC
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2:1
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2%
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2%
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1.5%
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EXISTING GROUND
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FINISHED GRADE AT CROWN
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SEAL
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CONSULTANT
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PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
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REVISIONS
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BY
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DESCRIPTION
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DATE
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REV
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CHECKED
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BY
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DRAWN
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BY
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DATA
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BY
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CHECKED
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DRAWN
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BY
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DATA
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BASE
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TOPOGRAPHY
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
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ELECTRIC
AutoCAD SHX Text
CABLE TV
AutoCAD SHX Text
TRAFFIC SIGNAL
AutoCAD SHX Text
DESIGN
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QUANTITIES
AutoCAD SHX Text
MUN. FINAL CHECK
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
AutoCAD SHX Text
IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
AutoCAD SHX Text
FULL SIZE SCALE
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HORZ SCALE:
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VERT SCALE:
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AS SHOWN
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AS SHOWN
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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---
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SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
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GRID:
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DATE:
AutoCAD SHX Text
02/24/2021
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AS SHOWN
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AS SHOWN
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SW1729
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HORZ SCALE:
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VERT SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
AutoCAD SHX Text
RECORD DRAWING
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This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
AutoCAD SHX Text
2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COMPANY:
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DATA TRANSFER CHECKED BY:
AutoCAD SHX Text
Note: To be filled out on original drawings upon project completion.
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
3.
AutoCAD SHX Text
BY:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
AutoCAD SHX Text
COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
CHUGACH WAY ROW IMPROVEMENT PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
C4.01
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
40
AutoCAD SHX Text
20
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
SPENARD ROAD PLAN
C5.01
1
TYPICAL SIDEWALK SECTION
C5.01
2
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5' PUBLIC USE ESMT.
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SPENARD RD.
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CHUGACH WAY
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TYPE 1 CURB & GUTTER MATCH EXISTING
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MATCH EXISTING
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INSTALL WATER SERVICE PER AWWU DESIGN DRAWING
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36TH AVE
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2
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C5.01
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1.5%
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MATCH EXISTING
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CUT 2:1 MAX
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FILL 2:1 MAX
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SEAL
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CONSULTANT
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PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
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REVISIONS
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BY
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DESCRIPTION
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DATE
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REV
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CHECKED
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BY
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DRAWN
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BY
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DATA
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BY
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CHECKED
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DRAWN
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BY
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DATA
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BASE
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TOPOGRAPHY
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
CABLE TV
AutoCAD SHX Text
TRAFFIC SIGNAL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
QUANTITIES
AutoCAD SHX Text
MUN. FINAL CHECK
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
AutoCAD SHX Text
IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
AutoCAD SHX Text
FULL SIZE SCALE
AutoCAD SHX Text
HORZ SCALE:
AutoCAD SHX Text
VERT SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
AS SHOWN
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---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
AutoCAD SHX Text
GRID:
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DATE:
AutoCAD SHX Text
02/24/2021
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
SW1729
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HORZ SCALE:
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VERT SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
AutoCAD SHX Text
RECORD DRAWING
AutoCAD SHX Text
This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
AutoCAD SHX Text
2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COMPANY:
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DATA TRANSFER CHECKED BY:
AutoCAD SHX Text
Note: To be filled out on original drawings upon project completion.
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
3.
AutoCAD SHX Text
BY:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
AutoCAD SHX Text
COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
SPENARD ROAD ROW IMPROVEMNT PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
C5.01
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
40
AutoCAD SHX Text
20
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
36TH AVENUE PLAN
C6.01
1
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36 AVE.TH AVE.
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SPENARD RD.
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DISCONNECT EXISTING WATER SERVICE AT MAIN PER MASS
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DISCONNECT EXISTING WATER SERVICE AT MAIN PER MASS
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REPLACE EXTENTS OF PCC SIDEWALK & CURB DISTURBED FOR HYDRANT INSTALLATION
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R15'
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R15'
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R5'
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SEAL
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CONSULTANT
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PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
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REVISIONS
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BY
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DESCRIPTION
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DATE
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REV
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CHECKED
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BY
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DRAWN
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BY
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DATA
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BY
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CHECKED
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DRAWN
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BY
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DATA
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BASE
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TOPOGRAPHY
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text
WATER
AutoCAD SHX Text
GAS
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
CABLE TV
AutoCAD SHX Text
TRAFFIC SIGNAL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
QUANTITIES
AutoCAD SHX Text
MUN. FINAL CHECK
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
AutoCAD SHX Text
IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
AutoCAD SHX Text
FULL SIZE SCALE
AutoCAD SHX Text
HORZ SCALE:
AutoCAD SHX Text
VERT SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
AS SHOWN
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---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
AutoCAD SHX Text
GRID:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
02/24/2021
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
SW1729
AutoCAD SHX Text
HORZ SCALE:
AutoCAD SHX Text
VERT SCALE:
AutoCAD SHX Text
Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
AutoCAD SHX Text
RECORD DRAWING
AutoCAD SHX Text
This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
AutoCAD SHX Text
2. DATA TRANSFERRED BY:
AutoCAD SHX Text
COMPANY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1. DATA PROVIDED BY:
AutoCAD SHX Text
CONTRACTOR:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COMPANY:
AutoCAD SHX Text
DATA TRANSFER CHECKED BY:
AutoCAD SHX Text
Note: To be filled out on original drawings upon project completion.
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
3.
AutoCAD SHX Text
BY:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
AutoCAD SHX Text
COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
36TH AVENUE ROW IMPROVMENT PLAN
AutoCAD SHX Text
1
AutoCAD SHX Text
C6.01
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
40
AutoCAD SHX Text
20
SENIOR BUILDING WATER PROFILE
PLAN VIEW
ANODE TABLE
STATION SIDE
MULTI-FAMILY WATER PROFILE
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
AutoCAD SHX Text
FG
AutoCAD SHX Text
EG
AutoCAD SHX Text
FG
AutoCAD SHX Text
EG
AutoCAD SHX Text
SEWER ESMT.
AutoCAD SHX Text
FISH CREEKFISH CREEK
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25' OFFSET
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25' OFFSET
AutoCAD SHX Text
10
AutoCAD SHX Text
8 UNITS
AutoCAD SHX Text
REFUSE
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SPENARD RD.
AutoCAD SHX Text
CHUGACH WAY
AutoCAD SHX Text
C.O.
AutoCAD SHX Text
C.O.
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21 UNIT MULTI-FAMILY HOUSING FF=93.50
AutoCAD SHX Text
19 UNIT SENIOR HOUSING FF=94.00
AutoCAD SHX Text
36 AVE.TH AVE.
AutoCAD SHX Text
SPENARD EAST SUBDIVISION LOT 1
AutoCAD SHX Text
SPENARD EAST SUBDIVISION LOT 2
AutoCAD SHX Text
5' PUE
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
EX. 12" DIP CL 52
AutoCAD SHX Text
SEWER ESMT.
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
SPENAR EAST LOT 1 WATER SERVICES
AutoCAD SHX Text
2
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
PLOT SCALE:
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PLOT DATE:
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PLAN CHECK
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
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DESCRIPTION
AutoCAD SHX Text
DATE
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REV
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY
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DRAWN
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BY
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DATA
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
AutoCAD SHX Text
BY
AutoCAD SHX Text
DATA
AutoCAD SHX Text
BASE
AutoCAD SHX Text
TOPOGRAPHY
AutoCAD SHX Text
PROFILE
AutoCAD SHX Text
SANITARY SEWER
AutoCAD SHX Text
STORM SEWER
AutoCAD SHX Text
WATER
AutoCAD SHX Text
GAS
AutoCAD SHX Text
TELEPHONE
AutoCAD SHX Text
ELECTRIC
AutoCAD SHX Text
CABLE TV
AutoCAD SHX Text
TRAFFIC SIGNAL
AutoCAD SHX Text
DESIGN
AutoCAD SHX Text
QUANTITIES
AutoCAD SHX Text
MUN. FINAL CHECK
AutoCAD SHX Text
VERIFY SCALE
AutoCAD SHX Text
THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
AutoCAD SHX Text
IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
AutoCAD SHX Text
FULL SIZE SCALE
AutoCAD SHX Text
HORZ SCALE:
AutoCAD SHX Text
VERT SCALE:
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
---
AutoCAD SHX Text
SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
AutoCAD SHX Text
GRID:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
02/24/2021
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
SW1729
AutoCAD SHX Text
HORZ SCALE:
AutoCAD SHX Text
VERT SCALE:
AutoCAD SHX Text
Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
AutoCAD SHX Text
RECORD DRAWING
AutoCAD SHX Text
This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
AutoCAD SHX Text
2. DATA TRANSFERRED BY:
AutoCAD SHX Text
COMPANY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
1. DATA PROVIDED BY:
AutoCAD SHX Text
CONTRACTOR:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
BY:
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
COMPANY:
AutoCAD SHX Text
DATA TRANSFER CHECKED BY:
AutoCAD SHX Text
Note: To be filled out on original drawings upon project completion.
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
3.
AutoCAD SHX Text
BY:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
AutoCAD SHX Text
COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
AutoCAD SHX Text
BID DOCUMENTS
AutoCAD SHX Text
NOT FOR CONSTRUCTION
AutoCAD SHX Text
C7.01
8-UNIT BUILDING WATER PROFILE
PLAN VIEW
ANODE TABLE
STATION SIDE
engineering
www.EBSCengineering.com
11301 OLIVE LN. ANCHORAGE AK, 99515
(907) 222-1085
AutoCAD SHX Text
5' X 5' WATER ESMT.
AutoCAD SHX Text
SEWER ESMT.
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
CHUGACH WAY
AutoCAD SHX Text
FISH CREEK
AutoCAD SHX Text
FISH CREEKFISH CREEK
AutoCAD SHX Text
25' OFFSET
AutoCAD SHX Text
25' OFFSET
AutoCAD SHX Text
25' OFFSET
AutoCAD SHX Text
25' OFFSET
AutoCAD SHX Text
10' OFFSET
AutoCAD SHX Text
10' OFFSET
AutoCAD SHX Text
8 UNIT APARTMENT BUILDING FF=87.00
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
EX. 12" DIP CL 52
AutoCAD SHX Text
SEWER ESMT.
AutoCAD SHX Text
10' SEWER ESMT.
AutoCAD SHX Text
FG
AutoCAD SHX Text
EG
AutoCAD SHX Text
0
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
PRICE LOT 101 WATER SERVICE
AutoCAD SHX Text
SEAL
AutoCAD SHX Text
CONSULTANT
AutoCAD SHX Text
PLOT SCALE:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
PLAN CHECK
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
BY
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
REV
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
BY
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DRAWN
AutoCAD SHX Text
BY
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DATA
AutoCAD SHX Text
BY
AutoCAD SHX Text
CHECKED
AutoCAD SHX Text
DRAWN
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BY
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DATA
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BASE
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TOPOGRAPHY
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PROFILE
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SANITARY SEWER
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STORM SEWER
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WATER
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GAS
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TELEPHONE
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ELECTRIC
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CABLE TV
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TRAFFIC SIGNAL
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DESIGN
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QUANTITIES
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MUN. FINAL CHECK
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VERIFY SCALE
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THIS BAR REPRESENTS ONE INCH ON ORIGINAL DRAWING.
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IF BAR IS NOT ONE INCH, ADJUST DRAWING SCALE ACCORDINGLY.
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FULL SIZE SCALE
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HORZ SCALE:
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VERT SCALE:
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AS SHOWN
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AS SHOWN
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SPENARED EAST PHASE 1 RIGHT-OF-WAY IMPROVEMENTS ANCHORAGE, ALASKA
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GRID:
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DATE:
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02/24/2021
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AS SHOWN
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AS SHOWN
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SW1729
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HORZ SCALE:
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VERT SCALE:
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Based on periodic field observations by the Engineer (or an individual under his/her direct supervision), the Contractor-provided data appears to represent the project as constructed.
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RECORD DRAWING
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This will serve to certify that these Record Drawings are a true and accurate representation of the project as constructed.
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2. DATA TRANSFERRED BY:
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COMPANY:
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DATE:
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1. DATA PROVIDED BY:
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CONTRACTOR:
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DATE:
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BY:
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DATE:
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COMPANY:
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DATA TRANSFER CHECKED BY:
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Note: To be filled out on original drawings upon project completion.
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TITLE:
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3.
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BY:
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TITLE:
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EBSC ENGINEERING LLC. 11301 OLIVE LN. ANCHORAGE AK, 99515 (907) 222-1085
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COOK INLET HOUSING AUTHORITY 3510 SPENARD RD. SUITE 100 ANCHORAGE AK 99503
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BID DOCUMENTS
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NOT FOR CONSTRUCTION
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C8.01