DN01120 (WBS 49463.3.1) BN-0011 GRADING, PAVING, FENCING, DRAINAGE, AND CULVERTS ON NEW BIKE PATH AT TANNERY STATE PARK FROM CASHIERS VALLEY RD TO SILVERSTEEN DR IN TRANSYLVANIA COUNTY Addendum 1

This electronic collection of documents is provided
for the convenience of the user
and is Not a Cer tified Document -
The documents contained herein were originally issued
and sealed by the individuals whose names and license
numbers appear on each page, on the dates appearing
with their signature on that page.
This file or an individual page
shall not be considered a cer tified document.

BEGIN
ESTATOE TRAIL PHASE III
(TANNERY PROPERTY)
END
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED

DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
INDEX OF SHEETS GENERAL NOTES STANDARD DRAWINGS
Sheet No. Sheet Title A.
(cid:20) (cid:38)O(cid:57)ER SHEET 1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXAMINE AND CAREFULLY STUDY ALL
CONTRACT DOCUMENTS, DATA AND REFERENCE ITEMS IDENTIFIED. IN SO DOING, THE CONTRACTOR
(cid:20)A INDEX OF SHEETS ACKNOWLEDGES THAT HE HAS SATISFIED HIMSELF AS TO THE CONDITIONS TO BE ENCOUNTERED
REGARDING THE CHARACTER, QUALITY, AND QUANTITIES OF WORK TO BE PERFORMED, MATERIALS
(cid:21) GENERAL LEGEND AND A(cid:37)(cid:37)RE(cid:57)IATIONS TO BE FURNISHED AND WITH ALL OTHER REQUIREMENTS AS SET FORTH IN THE CONTRACT
DOCUMENTS.
(cid:22) O(cid:57)ERALL SITE (cid:51)LAN
2. THE CONTRACTOR SHALL PRIOR TO THE BEGINNING OF WORK GIVE THE ENGINEER WRITTEN NOTICE
OF ANY CONFLICTS, ERRORS, AMBIGUITIES, OR DISCREPANCIES DISCOVERED IN THE CONTRACT
(cid:23)(cid:16)(cid:27) (cid:51)EDESTRIAN GREENWA(cid:60) (cid:51)LAN AND (cid:51)ROFILE
DOCUMENTS AND SHALL CONFIRM THAT WRITTEN RESOLUTION OF SUCH HAS BEEN RECEIVED FROM
THE ENGINEER AND THAT SUCH RESOLUTION IS ACCEPTABLE TO THE CONTRACTOR.
(cid:28) T(cid:60)(cid:51)I(cid:38)AL (cid:38)ROSS(cid:16)SE(cid:38)TIONS AND ASSO(cid:38)IATED STATIONS
3. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONSTRUCTION STAKING FOR ALL
(cid:20)(cid:19)(cid:16)(cid:20)(cid:23) (cid:51)EDESTRIAN GREENWA(cid:60) (cid:38)ROSS(cid:16)SE(cid:38)TIONS
IMPROVEMENTS. THE LOCATIONS OF IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE
CONTRACT PLANS AND SPECIFICATIONS.
(cid:20)(cid:24)(cid:16)(cid:20)(cid:25) LANDS(cid:38)A(cid:51)E (cid:51)LAN
4. THE CONTRACTOR SHALL REMOVE FROM THE SITE AND PROPERLY DISPOSE OF ALL MATERIALS AND
(cid:20)(cid:21)(cid:16)(cid:20)(cid:25) (cid:51)EDESTRIAN GREENWA(cid:60) (cid:38)ROSS(cid:16)SE(cid:38)TIONS DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS, INCLUDING BUT NOT LIMITED TO RESIDUAL
AND DEMOLITION MATERIALS WITH THE EXCEPTION OF SOIL LOCATED ON THE TANNERY PROPERTY.
(cid:20)(cid:26) NON(cid:16)STANDARD N(cid:38)DOT (cid:9) (cid:48)IS(cid:38)ELLANEO(cid:56)S DETAILS THE COST OF SUCH SHALL BE INCLUDED IN THE BASE CONTRACT AMOUNT.
5. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE ISOLATED AND TESTED FOR HAZARDOUS
(cid:20)(cid:27) SOIL S(cid:56)R(cid:57)E(cid:60) (cid:51)LAT AND TA(cid:37)LES
SUBSTANCES PRIOR TO HAULING. IF CONTAMINANT IS IDENTIFIED, THE OWNER AND ENGINEER SHALL
BE NOTIFIED AND THE MATERIAL SHALL BE HANDLED AND DISPOSED OF PER EPA REQUIREMENTS.
E(cid:38)(cid:20)(cid:16)E(cid:38)(cid:21) EROSION (cid:9) SEDI(cid:48)ENTATION (cid:38)ONTROL NOTES (cid:9) DETAILS
THE COST FOR THIS TESTING SHALL BE PAID FOR AS SPECIFIED IN THE "TESTING OF IMPACTED OR
POTENTIALLY IMPACTED SOIL" SPECIAL PROVISION.
6. MATERIAL TO BE REMOVED FROM THE SITE SHALL BE ISOLATED AND TESTED FOR HAZARDOUS
SUBSTANCES PRIOR TO HAULING. IF CONTAMINANT IS IDENTIFIED, THE OWNER AND ENGINEER SHALL
BE NOTIFIED AND MATERIAL SHALL BE HANDLED AND DISPOSED OF PER EPA REQUIREMENTS.
7. ALL CONCRETE WITH THE EXCEPTION OF REINFORCED CONCRETE SHALL BE 4,000psi, UNLESS
OTHERWISE NOTED. ALL CONCRETE SIDEWALKS AND DRIVEWAY APRONS SHALL USE HIGH EARLY
STRENGTH CONCRETE.
B.
1. CONTRACTOR SHALL SHOW PROOF OF 40-HOUR OSHA CERTIFICATION PRIOR TO BEGINNING
CONSTRUCTION.
2. CONTRACTOR SHALL IDENTIFY BORROW SITE, PERFORM TESTING FOR HAZARDOUS MATERIALS, AND
SUBMIT TO NCDEQ BROWNFIELD'S PROGRAM FOR APPROVAL. 1 SAMPLE PER 500 CUBIC YARDS OF
MATERIAL (VOC'S, SVOC'S, RCRA MATERIALS)
3. INSTALL APPLICABLE EROSION CONTROL MEASURES AS SHOWN ON THE DRAWINGS (I.E. MUD MATS,
DAMS, BY PASS PUMPS, ETC.).
4. COMMENCE SOIL BORING/TESTING FOR VOC'S, SVOC'S, AND RCRA MATERIALS TO IDENTIFY THE LIMITS
OF HAZARDOUS MATERIAL.
5. COMMENCE GRADING ACTIVITIES.
6. INSTALL STORMWATER MANAGEMENT DEVICES.
7. ESTABLISH FINAL GRADES.
8. INSTALL AND MAINTAIN EROSION CONTROL DEVICES (I.E. SILT FENCE, CULVERT PROTECTION, ETC.).
9. INSTALL PEDESTRIAN PATH AS SHOWN ON THE PLANS.
10. INSTALL LANDSCAPING AND PERMANENT GRASSING.
11. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER PERMANENT COVER HAS BEEN
ESTABLISHED.
C.
1. THE TANNERY PROPERTY IS A DESIGNATED BROWNFIELD. CONTRACTOR SHALL FOLLOW ALL APPLICABLE
OSHA REQUIREMENTS.
2. ALL EXCAVATED SOIL SHALL BE STOCKPILED, SIFTED, AND TESTED FOR CONTAMINANTS.
3. STOCKPILED SOILS SHALL BE COVERED AT ALL TIMES TO PREVENT SPREADING.
4. CONTAMINATED SOILS SHALL BE REDEPOSITED ON-SITE AND CAPPED WITH 24" OF CLEAN SOIL.
5. NO SOIL MAY BE BROUGHT ONTO OR LEAVE THE PROPERTY WITHOUT THE APPROVAL OF THE
BROWNFIELDS PROGRAM.

GENERAL LEGEND ABBREVIATIONS
Item Description Existing Legend Proposed Legend Description Abbreviation
UTILITIES
PLAN LEGEND - SEDIMENT & EROSION CONTROL
Item Description Symbol
DEMOLITION TASKS
below.
Know what's
Call
before you dig.
R
N.C. One-Call Center
Dial 811 or 1-800-632-4949

OVERALL SITE PLAN
SCALE: 1" = 100'-0"
-

PEDESTRIAN PATH PLAN
STA: 0+00 - 5+00
SCALE: 1" = 20'-0"
PEDESTRIAN PATH PROFILE
STA: 0+00 - 5+00
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 10'-0"

PEDESTRIAN PATH PLAN
STA: 5+00 - 9+50
SCALE: 1" = 20'-0"
PEDESTRIAN PATH PROFILE
STA: 5+00 - 9+50
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 10'-0"

PEDESTRIAN PATH PLAN
STA: 9+50 - 14+00
SCALE: 1" = 20'-0"
PEDESTRIAN PATH PROFILE
STA: 9+50 - 14+00
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 10'-0"

PEDESTRIAN PATH PLAN
STA: 14+00 - 19+00
SCALE: 1" = 20'-0"
PEDESTRIAN PATH PROFILE
STA: 14+00 - 19+00
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 10'-0"

PEDESTRIAN PATH PLAN
STA: 19+00 - END OF NCDOT CONTRACT
SCALE: 1" = 20'-0"
PEDESTRIAN PATH PROFILE
STA: 19+00 - END OF NCDOT CONTRACT
HORIZONTAL SCALE: 1" = 20'-0"
VERTICAL SCALE: 1" = 10'-0"