Attachment 7 Plans Updated Replacement Page G-103.pdf

AMERICAN RIVER

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456852-C-TP21.dwg

NORTH

NOT FOR

CONSTRUCTION

HOWE AVE (SEE NOTE 3)

CARLSON DR

CARLSON DR (SEE NOTE 4)

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FAIR OAKS BLVD (SEE NOTE 3)

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NOTES

1. CONTRACTOR'S INGRESS/EGRESS ROUTES TO SITE 2-1 FOR

HAULING MATERIALS, EQUIPMENT DELIVERY, AND ALL LARGE

TRANSPORTS SHALL BE LIMITED TO THE ROUTES SHOWN ON

THIS SHEET.

2. SUBMIT A TRAFFIC CONTROL PLAN THAT DEFINES

INGRESS/EGRESS ROUTES USED TO ACCESS THE SITE.

TRAFFIC CONTROL PLAN SHALL INCLUDE CONTRACTOR'S

APPROACH TO MEETING THE TRAVEL REQUIREMENTS

LISTED BELOW AND SHALL DEMONSTRATE CONFORMANCE

WITH ALL REQUIREMENTS OF PARAGRAPH TRAFFIC

PROVISIONS IN SECTION 01 50 00, TEMPORARY

CONSTRUCTION FACILITIES AND CONTROLS.

3. INGRESS/EGRESS FROM HIGHWAY 50 / INTERSTATE 80 TO

SITE 2-1 SHALL BE VIA HOWE AVENUE TO FAIR OAKS

BOULEVARD.

4. HAUL TRUCKS ENTERING AND EXITING THE SITE 2-1 ACCESS

POINT AT GLENN HALL PARK SHALL USE THE CARLSON

DRIVE ROUTE.

5. IF THE CARLSON DRIVE ROUTE BECOMES BLOCKED BY

TRAFFIC OR OTHERWISE, HAUL TRUCKS ENTERING THE SITE

2-1 ACCESS POINT AT GLENN HALL PARK SHALL USE THE

REGIONAL TRANSIT ROUTE (CARLSON DRIVE TO MESSINA

DRIVE TO SPILMAN AVENUE).

6. IF THE CARLSON DRIVE ROUTE BECOMES BLOCKED BY

TRAFFIC OR OTHERWISE, TRUCKS EXITING THE SITE 2-1

ACCESS POINT AT GLENN HALL PARK SHALL USE THE

REGIONAL TRANSIT ROUTE (SPILMAN AVENUE TO MINERVA

AVENUE TO SANDBURG DRIVE TO MODDISON AVENUE).

7. USE OF THE OPTIONAL EGRESS ROUTE THROUGH THE 7TH

DAY ADVENTIST CHURCH PARKING LOT IS PROHIBITED FROM

4 PM ON FRIDAY THROUGH 9 AM ON SUNDAY.

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OPTIONAL EGRESS

SEE NOTE 7

SITE 2-1

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OPTIONAL INGRESS FOR

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SACRAMENTO STATE UNIVERSITY

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E.A.FAIRBAIRN

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OPTIONAL EGRESS FOR HAUL TRUCKS

R ev is ed

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N ot es fo r t ra ve l t hr ou gh R iv er

P ar k N ei gh bo rh oo d

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