20190078 Ver 1_More Info Received_20190328 (2)

M E M O R A N D U M
720 Corporate Center Drive
TO: Stephanie Goss
FROM: Tom Murray
DATE: March 28, 2019
90 WK
DICKSON
1929-2019 community infrastructure consultants
Raleigh, North Carolina 27607 919.782.0495 tel.
RE: Elliott Storage Design
This memo is in response to the comments received from DWR on March 7, 2019 on
the 401 Water Quality Certification submittal for the Elliott Storage Design project in
Chapel Hill. The additional information submitted includes the following:
• Response to DWR comments
• GIS exhibit showing detailed buffer impacts
• Updated Section 6 of PCN to reflect specific buffer impacts
• Exhibit showing tree protection areas
• Updated Sheet 6 of construction plans
• Design plans for proposed SCM
The numbered responses to DWR's comments correlate with the numbers in the letter received
from DWR on March 7, 2019 and are as follows:
1. WKD Response: The Town of Chapel Hill is focused on developing integrative
solutions for stormwater management and utilizing limited resources for infrastructure
upgrades. The Elliott Storage project is located in a highly impervious commercial area
and is one of the few opportunities at this location for stormwater management. The
primary goal of the project is to reestablish floodplain connectivity that will allow
storm flow to access the floodplain more frequently and also lower water surface
elevations in project area. The lower water surface elevations in the project area will
reduce the tailwater of the culvert under the Eastgate Shopping Area thereby reducing
peak water surface elevations for the 2 -year, 10 -year, and 25 -year storms by
approximately one foot in the Eastgate shopping center that currently floods during the
10 -year event. The project will reduce the severity, frequency, and duration of flooding
in a floodprone area. The project was prioritized as the top project in the Lower Booker

Creek Watershed Study that evaluated the entire Booker Creek Watershed for
stormwater control opportunities.
The existing channel was classified as channelized and entrenched during the stream
assessments completed utilizing the Unified Stream Assessment Protocol and the EPA
Rapid Bioassessment Protocol. Typical bank slopes are approximately 1:1 for the reach.
Shear forces become elevated above I lb/sf in the lower third of the channel reach
approximately 300 feet upstream of Elliott Road. In some instances shear forces exceed
1.5 lb/sf particularly for the 25 -year storm event. The proposed improvements will
reduce shear forces in this area for the 25 -year event to approximately 0.5 lb/sf in the
same location.
The Town of Chapel Hill maintains approximately 17.6 miles of greenways and trails
with the goal of providing alternative transportation to residential areas and shopping
centers. The greenways promote the health and well-being of Chapel Hill citizens by
providing recreational opportunities, preserving the natural environment by providing
buffers between developed areas and open green spaces, and can provide educational
opportunities for stormwater management and preservation of natural stream
corridors. Aside from the perpendicular stream crossings, the majority of the proposed
greenway was designed to be outside of the 50 -foot buffer. As shown in the attached
figure 5, the location of the greenway is predominantly located outside of the buffer.
Total buffer impacts as a result of thegreenway are 3,213 sf (1,932 Zone 1). While
pervious surfaces were considered, there is concern about the erosion and maintenance
of pervious surfaces during flood events. Runoff from the trail will be dispersed in a
diffuse manner to prevent concentrated runoff.
2. WKD response: Buffer impacts are shown in Figure 5 in a more detailed manner as
follows:
a. B1 Zone 1 floodplain grading impacts: 44,735 sf. These impacts include
excavating in the floodplain above the ordinary high water mark for the
purpose of reducing flood elevations in the upstream shopping area currently
at risk of flooding. All areas shown as B1 will be replanted and vegetated
according to the planning plan shown in the provided design plans.
b. B1 Zone 2 floodplain grading impacts: 25,075 sf. These impacts include
excavating in the floodplain above the ordinary high water mark for the
purpose of reducing flood elevations in the upstream shopping area currently
at risk of flooding. All areas shown as B1 will be replanted and vegetated
according to the planning plan shown in the provided design plans.
c. B2 Greenway Zone 1: 1,932 sf. These impacts are associated with installing the
proposed greenway. The location of the greenway was designed to minimize
buffer impacts to only those associated with the perpendicular stream
crossings.
2

d. B2 Greenway Zone 2: 1.281 sf. These impacts are associated with installing the
proposed greenway. The location of the greenway was designed to minimize
buffer impacts to only those associated with the perpendicular stream
crossings.
e. B3 Retaining Wall Zone 1: 250 sf. The proposed retaining wall is installed to
provide more conveyance at the pinch point immediately upstream of Elliott
Road. The wall along the right bank is located adjacent to a sidewalk in an
already impacted buffer.
f. B4 Stormwater Control Measure (SCM) Zone 1: 1,344 sf. The property owner is
proposing to use a portion of the project site for a stormwater control measure.
This was not included in the original permit application. At the time of permit
application it was assumed the projects would be permitted and constructed at
different times. The property owners would like to permit and construct the
SCM at the same time as the Elliott Storage project. Design plans for the SCM
are attached. While the provided plans show the SCM as a bioretention area,
the SCM will be revised to a constructed wetland with the same footprint to the
location of the seasonal high water table. The proposed SCM does not change
the function or benefits of the Elliott Storage project. There are no stream or
wetland impacts associated with the proposed SCM. While there are Zone 1
buffer impacts as shown the condition of the buffer at this location is sparse
grass vegetation with minimal woody vegetation. The total proposed buffer
impacts do not change as a result of the SCM, but the use changes for a small
percentage of the overall buffer impact as shown in Figure 5.
g. B4 Stormwater Control Measure (SCM) Zone 2: 4,107 sf. See description above
h. The overlook area is located outside of the buffer.
3. WKD response: The Corps has issued NWP 27 for this project. A copy has been sent to
DEQ.
4. WKD response: The greenway was located outside of the buffer except for bridge
crossings required for connectivity. Runoff from the greenway will sheet flow
overland through the storage area before entering the stream.
5. WKD response: For streams where grading occurs above the ordinary high water
mark, livestakes and temporary matting will be installed for streambank stabilization
purposes. The banks will also be graded at a 2:1 slope as compared to the existing 1:1
slope. Three rows of livestakes will be installed on each bank. See Sheet D1 for further
stabilization details.
6. WKD response: The pedestrian bridges will be structurally designed to withstand the
stream flows and are designed to withstand overtopping.
7. WKD response: The flooding in the area is a result of the approximate 6 square mile
3

watershed upstream of the project site. The watershed is largely developed. The
proposed impervious surfaces will have a negligible effect on peak flows. Furthermore
any runoff from the impervious surfaces located in the project area will be conveyed
downstream prior to the timing of the peak flow from the upstream watershed.
8. WKD response: The planting plans shown on Sheets 9, 10, 11, and D1 include 6 zones
as follows:
a. Zone A: Wetland seedings and plantings. Includes live stakes along channel
banks, bare root, and container plants. Planting densities, species type, and
seed mix is shown on Sheet D1.
b. Zone B: Wetland seedings and plantings. Includes bare root, and container
plants. Planting densities, species type, and seed mix is shown on Sheet D1.
c. Zone C: Wetland seeding only along sewer main
d. Zone D: Upland seeding and plantings. Includes bare root, and container
plants. Planting densities, species type, and seed mix is shown on Sheet D1.
e. Zone E: Upland seed mix only
f. Zone F: Lawn seeding to match existing
9. WKD response: Site visit with Stephanie Goss completed on 3/25/19.
Additional comments:
• Attached is a separate exhibit showing the tree protection areas and the location within
the buffer. The tree protection areas were added as to avoid and minimize buffer
impacts as part of the B1 floodplain grading impacts. Tree protection areas are located
to preserve large hardwood trees.
• A constructed wetland area to treat parking lot runoff will be installed in the northern
section of the property directly adjacent to the parking area. The wetland area was not
included in the previous permit submittal. See attached plans for details. The wetland
area will not impact streams or wetlands. The wetland will discharge to an existing
storm drainage conveyance system as shown in the attached plans.
4

CONTACT INFORMATION
TFI GD4-InKIF
BRENDA PENDERGRAFT
[phone]
[e-mail]
FIRE DEPARTMENT
TOWN OF CHAPEL HILL
FIRE DEPARTMENT
STATION #1
DAN JONES, CHIEF
403 MARTIN LUTHER KING JR. BLVD
CHAPEL HILL, NC 27514
[phone]
[e-mail]
SANITARY SEWER
ORANGE WATER AND
SEWER AUTHORITY
NICK PARKER
400 JONES FERRY RD.
CARRBORO, NC 27510
[phone]
7nnnnlr-
TOWN OF CHAPEL HILL
DEVELOPMENT SERVICES
ERIC FELD
TOWN HALL, 3RD FLOOR
405 MARTIN LUTHER KING JR. BLVD
CHAPEL HILL, NC 27514
[phone]
DEPT. OF TRANSPORTATION
NCDOT
DIVISION 7
P.O. BOX 766
127 EAST CRESCENT SQUARE DR.
GRAHAM, N.C. 27253
CHUCK EDWARDS
[phone]
GAS
P.S.N.C. ENERGY
BRIAN SMITH
[phone]
GI F( TDI(
DUKE ENERGY
9700 DAVIS TAYLOR DR.
CHARLOTTE,NC28262
1-800-653-5307
BUILDING DEPARTMENT
TOWN OF CHAPEL HILL
INSPECTIONS DIVISION
CHELSEA LAWS, INSPECTIONS
MANAGER
TOWN HALL, 1ST FLOOR
405 MARTIN LUTHER KING JR. BLVD.
CHAPEL HILL, NC 27514
[phone]
STORM DRAINAGE
TOWN OF CHAPEL HILL
PUBLIC WORKS
CHRIS JENSEN, STORMWATER ENGINEER
405 MARTIN LUTHER KING JR. BLVD.
CHAPEL HILL, NC 27514
[phone]
WATER
ORANGE WATER AND
SEWER AUTHORITY
NICK PARKER
400 JONES FERRY RD.
CARRBORO, NC 27510
[phone]
EROSION CONTROL
ORANGE COUNTY EROSION
CONTROL DIVISION
WESLEY POOLE, EROSION CONTROL
OFFICER II
131 W. MARGARET LANE, SUITE 200
HILLSBOROUGH, NC 27278
[phone]
Q(ll In \A/AQTF
JEFF SCOUTEN
[phone]
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THIS PROJECT
WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO
THE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN
WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE
ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF THE WORK AS DEFINED BY THE DRAWINGS AND IN
H:\2017\NCR172083\DRAWINGS\i - PHASE I\PLAN SETS\NCR172083 SDO.DWG PRINTED BY: ERIC.BLOCHER 2.20.19 @ 4:53 PM LAST SAVED BY: ERIC.BLOCHER
S,r1"40.R.dMWA 7 1 A E -R. P.L..ANS
I"�
1 1t 1R4 mw
INVEST.M...E.NT"1 A R "1
_w
ASTGAT SHOPPINGC NT J,
W
LOCATION OF SITE
1800 E. FRANKLIN ST.
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
N
LOCATION MAP
SCALE: N.T.S.
OWNER/DEVELOPER
FEDERAL REALTY INVESTMENT TRUST
1626 E. JEFFERSON STREET
ROCKVILLE, MD 20852
DAVID ZAPPONI
[phone]
SURVEYOR
ALLIED ASSOCIATES, P.A.
4720 KESTER MILL RD.
WINSTON-SALEM, NC 27103
DATED: 07/01/2015
[phone]
19 10114 0190 IMNI 01 bill 11 1
TM
,, Boll LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVE., SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
CONTACT: WYATT BONE, P.E. - [e-mail]
Sheet List Table
Sbeet
NumbeT
Sheet Title
C-100
COVERSHEET
ti
GENERAL NOTES
C-200
t,
C-300
GRADING AND
DRAINAGE PLAN
C-301
SCM PLAN
C-400
EROSION CONTROL
PLAN
P4ma
The
Sh
s Et
'
ale
SITE
1
E
#
x
�3" Fiairis
ru
Teeter
-
¢ ,
�
i_i; • I•: ;E rsi LQ 29kR:MicroA Cog9nratio�L 2019 HERE J;W �r n
LOCATION MAP
SCALE: N.T.S.
OWNER/DEVELOPER
FEDERAL REALTY INVESTMENT TRUST
1626 E. JEFFERSON STREET
ROCKVILLE, MD 20852
DAVID ZAPPONI
[phone]
SURVEYOR
ALLIED ASSOCIATES, P.A.
4720 KESTER MILL RD.
WINSTON-SALEM, NC 27103
DATED: 07/01/2015
[phone]
19 10114 0190 IMNI 01 bill 11 1
TM
,, Boll LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVE., SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
CONTACT: WYATT BONE, P.E. - [e-mail]
Sheet List Table
Sbeet
NumbeT
Sheet Title
C-100
COVERSHEET
C-101
GENERAL NOTES
C-200
EXISTING
CONDITIONS ]PLAN
C-300
GRADING AND
DRAINAGE PLAN
C-301
SCM PLAN
C-400
EROSION CONTROL
PLAN
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: N/A
CAD I.D.: SDO
PROJECT: PROP,
STORMW >,TaER
PLANS
FOR
FEDERAL
REALTY
I-OCATI'ON OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
JA BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
SHEET TITLE:
COVER SHEET
SHEET NUMBER:
C-1®®

GENERAL DOTES
(Rev. 1 /2019)
1. THESE PLANS ARE SOLELY BASED ON INFORMATION THE OWNER AND OTHERS PROVIDED TO BOHLER ENGINEERING,
North Carolina PLLC (HEREIN "BOHLER ENGINEERING") PRIOR TO THE DATE ON WHICH ENGINEER PREPARED THESE PLANS. THE
CONTRACTOR MUST FIELD VERIFY ALL EXISTING CONDITIONS AND IMMEDIATELY NOTIFY BOHLER ENGINEERING, IN WRITING, IF
ANY ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THESE PLANS OR IF THE PROPOSED WORK CONFLICTS WITH
ANY OTHER SITE FEATURES.
2. THE CONTRACTOR MUST STRICTLY COMPLY WITH THESE NOTES AND ALL SPECIFICATIONS/REPORTS CONTAINED HEREIN. THE
CONTRACTOR MUST ENSURE THAT ALL SUBCONTRACTORS FULLY AND COMPLETELY CONFORM TO AND COMPLY WITH THESE
RE UIREMENTS THESE NOTES AND THE RE UIREMENTS ARTICULATED IN THE NOTES CONTAINED IN ALL THE OTHER DRAWINGS
Q Q
THAT COMPRISE THE PLAN SET OF DRAWINGS. ADDITIONAL NOTES AND SPECIFIC PLAN NOTES MAY BE FOUND ON THE INDIVIDUAL
PLANS. THESE GENERAL NOTES APPLY TO THIS ENTIRE DOCUMENT PACKAGE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO
REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS INCLUDING BUT NOT LIMITED TO ALL OF THE DRAWINGS AND
SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE, PRIOR TO THE INITIATION AND COMMENCEMENT OF
CONSTRUCTION.
3. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST CONFIRM WITH THE ENGINEER OF RECORD THAT
THE LATEST EDITION OF THE DOCUMENTS AND/OR REPORTS REFERENCED WITHIN THE PLAN REFERENCES ARE BEING USED FOR
CONSTRUCTION. THIS IS THE CONTRACTOR'S SOLE AND COMPLETE RESPONSIBILITY.
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION THE CONTRACTOR MUST ENSURE THAT ALL RE UIRED PERMITS AND
Q
APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION IS TO BEGIN UNTIL THE CONTRACTOR HAS RECEIVED
AND THOROUGHLY REVIEWED THE CONDITIONS OF APPROVAL TO ALL PLANS AND OTHER DOCUMENTS REVIEWED AND
APPROVED BY THE PERMITTING AUTHORITIES AND HAS ALSO CONFIRMED THAT ALL NECESSARY AND REQUIRED PERMITS HAVE
BEEN OBTAINED. THE CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES.
5. THE CONTRACTOR MUST ENSURE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THESE PLANS
SPECIFICATIONS/REPORTS AND CONDITIONS OF APPROVAL AND ALL APPLICABLE RE UIREMENTS RULES REGULATIONS
Q
STATUTORY REQUIREMENTS CODES LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS
PROJECT, AND ALL PROVISIONS IN AND CONDITIONS OF THE CONSTRUCTION CONTRACT WITH THE OWNER/DEVELOPER
INCLUDING ALL EXHIBITS, ATTACHMENTS AND ADDENDA TO SAME.
6. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY
CAREFULLY REVIEWING THE MOST CURRENT ARCHITECTURAL CIVIL AND STRUCTURAL CONSTRUCTION DOCUMENTS INCLUDING
BUT NOT LIMITED TO MECHANICAL ELECTRICAL PLUMBING AND FIRE SUPPRESSION PLANS WHERE APPLICABLE . THE
CONTRACTOR MUST IMMEDIATELY NOTIFY OWNER, ARCHITECT AND ENGINEER OF RECORD, IN WRITING, OF ANY CONFLICTS,
DISCREPANCIES OR AMBIGUITIES WHICH EXIST BETWEEN THESE PLANS AND ANY OTHER PLANS THAT COMPRISE THE
CONSTRUCTION DOCUMENTS.
7. CONTRACTOR MUST REFER TO AND ENSURE COMPLIANCE WITH THE APPROVED ARCHITECTURAL/BUILDING PLANS OF RECORD
FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, AND EXACT
BUILDING UTILITY LOCATIONS.
8. THE CONTRACTOR MUST FIELD VERIFY ALL DIMENSIONS AND MEASUREMENTS SHOWN ON THESE PLANS, PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR MUST IMMEDIATELY NOTIFY ENGINEER OF RECORD, IN WRITING, IF ANY
CONFLICTS, DISCREPANCIES, OR AMBIGUITIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION
WILL BE PAID TO THE CONTRACTOR FOR WORK WHICH HAS TO BE RE -DONE OR REPAIRED DUE TO DIMENSIONS, MEASUREMENTS
OR GRADES SHOWN INCORRECTLY ON THESE PLANS PRIOR TO BOTH (A) THE CONTRACTOR GIVING ENGINEER OF RECORD
WRITTEN NOTIFICATION OF SAME AND (B) ENGINEER OF RECORD, THEREAFTER, PROVIDING THE CONTRACTOR WITH WRITTEN
AUTHORIZATION TO PROCEED WITH SUCH ADDITIONAL WORK.
9. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND MEASUREMENTS INCLUDED ON DESIGN DOCUMENTS HEREIN AND MUST
NOT SCALE OFF THE DRAWINGS DUE TO POTENTIAL PRINTING INACCURACIES. ALL DIMENSIONS AND MEASUREMENTS ARE TO BE
CHECKED AND CONFIRMED BY THE GENERAL CONTRACTOR PRIOR TO PREPARATION OF SHOP DRAWINGS,
FABRICATION/ORDERING OF PARTS AND MATERIALS AND COMMENCEMENT OF SITE WORK. SITE PLAN DRAWINGS ARE NOT
INTENDED AS SURVEY DOCUMENTS. DIMENSIONS SUPERSEDE GRAPHICAL REPRESENTATIONS. THE CONTRACTOR MUST MAKE
CONTRACTOR'S OWN MEASUREMENTS FOR LAYOUT OF IMPROVEMENTS.
10. THE OWNER AND CONTRACTOR MUST BE FAMILIAR WITH, AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL
CERTIFICATIONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
11. WHEN INCLUDED AS ONE OF THE REFERENCED DOCUMENTS, THE GEOTECHNICAL REPORT, SPECIFICATIONS AND
RECOMMENDATIONS SET FORTH THEREIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND, IN CASE OF
CONFLICT, DISCREPANCY OR AMBIGUITY, THE MORE STRINGENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN: (A)
THE PLANS; AND (B) THE GEOTECHNICAL REPORT AND RECOMMENDATIONS, MUST TAKE PRECEDENCE UNLESS SPECIFICALLY
NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR MUST NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY SUCH
CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORT AND PLANS AND SPECIFICATIONS, PRIOR TO
PROCEEDING WITH ANY FURTHER WORK. IF A GEOTECHNICAL REPORT WAS NOT CREATED, THEN THE CONTRACTOR
MUST FOLLOW AND COMPLY WITH ALL OF THE REQUIREMENTS OF ANY AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS
AND APPLICABLE SPECIFICATIONS WHICH HAVE JURISDICTION OVER THIS PROJECT.
12. ENGINEER OF RECORD IS NEITHER LIABLE NOR RESPONSIBLE FOR ANY SUBSURFACE CONDITIONS AND FURTHER, HAS NO
LIABILITY FOR ANY HAZARDOUS MATERIALS, HAZARDOUS SUBSTANCES, OR POLLUTANTS ON, ABOUT OR UNDER THE PROPERTY.
13. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN AND WHERE SHORING IS REQUIRED AND FOR INSTALLING ALL
SHORING REQUIRED DURING EXCAVATION (TO BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS) AND ANY
ADDITIONAL PRECAUTIONS TO BE TAKEN TO ASSURE THE STABILITY OF ADJACENT, NEARBY AND CONTIGUOUS STRUCTURES AND
PROPERTIES. ALL OF THIS WORK IS TO BE PERFORMED AT CONTRACTOR'S SOLE COST AND EXPENSE.
14. THE CONTRACTOR MUST EXERCISE EXTREME CAUTION WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO PAVEMENT,
STRUCTURES, ETC. WHICH ARE TO REMAIN EITHER FOR AN INITIAL PHASE OF THE PROJECT OR AS PART OF THE FINAL
CONDITION. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ALL APPROPRIATE MEASURES REQUIRED TO ENSURE THE
STRUCTURAL STABILITY OF SIDEWALKS AND PAVEMENT, UTILITIES, BUILDINGS, AND INFRASTRUCTURE WHICH ARE TO REMAIN,
AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, PEDESTRIANS AND ANYONE INVOLVED WITH THE PROJECT.
15. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION AND CONSTRUCTION WASTES, UNSUITABLE EXCAVATED
MATERIAL, EXCESS SOIL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF ANY
AND ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS AND APPLICABLE CODES WHICH HAVE JURISDICTION OVER THIS
PROJECT OR OVER THE CONTRACTOR.
16. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN RECORDS TO DEMONSTRATE PROPER AND FULLY COMPLIANT
DISPOSAL ACTIVITIES, TO BE PROMPTLY PROVIDED TO THE OWNER UPON REQUEST.
17. THE CONTRACTOR MUST REPAIR, AT CONTRACTOR'S SOLE COST, ALL DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION
OR PROPERTY DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO DRAINAGE, UTILITIES, PAVEMENT,
STRIPING, CURB, ETC. AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME TO INCLUDE, BUT NOT BE LIMITED TO, REDESIGN,
RE -SURVEY, RE -PERMITTING AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MUST REPLACE ALL SIGNAL
INTERCONNECTION CABLE, WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING
CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WITH SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING
CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO A CONDITION EQUIVALENT TO OR
BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN CONFORMANCE WITH APPLICABLE
CODES, LAWS, RULES, REGULATIONS, STATUTORY REQUIREMENTS AND STATUTES. THE CONTRACTOR MUST BEAR ALL COSTS
ASSOCIATED WITH SAME. THE CONTRACTOR MUST, PROMPTLY, DOCUMENT ALL EXISTING DAMAGE AND NOTIFY, IN WRITING, THE
OWNER AND THE CONSTRUCTION MANAGER PRIOR TO THE START OF CONSTRUCTION.
18. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR AND HAVE NO CONTRACTUAL, LEGAL OR
OTHER RESPONSIBILITIES FOR JOB SITE SAFETY JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME. THE ENGINEER OF
RECORD AND BOHLER ENGINEERING HAVE NOT BEEN RETAINED TO PERFORM OR TO BE RESPONSIBLE FOR JOB SITE SAFETY,
SAME BEING WHOLLY OUTSIDE OF ENGINEER OF RECORD'S AND BOHLER ENGINEERING SERVICES AS RELATED TO THE PROJECT.
THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE TO IDENTIFY OR REPORT ANY JOB SITE SAFETY
ISSUES OR ANY JOB SITE CONDITIONS, AT ANY TIME.
19. THE CONTRACTOR MUST IMMEDIATELY IDENTIFY IN WRITING, TO THE ENGINEER OF RECORD AND BOHLER ENGINEERING, ANY
DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH OR GENERAL WELFARE, OR PROJECT COST. IF THE
CONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT PROVIDING PROPER WRITTEN NOTIFICATION AS DESCRIBED ABOVE, IT
WILL BE AT THE CONTRACTOR'S OWN RISK AND, FURTHER, THE CONTRACTOR MUST INDEMNIFY, DEFEND AND HOLD HARMLESS
THE ENGINEER OF RECORD AND BOHLER ENGINEERING FOR ANY AND ALL DAMAGES, COSTS, INJURIES, ATTORNEY'S FEES AND
THE LIKE WHICH RESULT FROM OR ARE IN ANY WAY RELATED TO SAME INCLUDING, BUT NOT LIMITED TO, ANY THIRD PARTY AND
FIRST PARTY CLAIMS.
20. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FROM
THE CONTRACTOR'S FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS, AND CURRENT
CODES, RULES, STATUTES AND THE LIKE. IF THE CONTRACTOR AND/OR OWNER FAIL TO BUILD OR CONSTRUCT IN STRICT
ACCORDANCE WITH APPROVED PLANS, RULES, STATUTES, CODES AND THE LIKE, THE CONTRACTOR AND/OR OWNER AGREE TO
AND MUST JOINTLY, INDEPENDENTLY, SEPARATELY, AND SEVERALLY INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND
BOHLER ENGINEERING HARMLESS FOR AND FROM ALL INJURIES, CLAIMS AND DAMAGES THAT ENGINEER AND BOHLER
ENGINEERING SUFFER AND ANY AND ALL COSTS THAT ENGINEER AND BOHLER ENGINEERING INCUR AS RELATED TO SAME.
21. ALL CONTRACTORS MUST CARRY AT LEAST THE MINIMUM AMOUNT OF THE SPECIFIED AND COMMERCIALLY REASONABLE
STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND COMMERCIAL GENERAL LIABILITY
INSURANCE (CGL) INCLUDING ALSO ALL UMBRELLA COVERAGES. ALL CONTRACTORS MUST HAVE THEIR CGL POLICIES ENDORSED
TO NAME BOHLER ENGINEERING, AND ITS PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS,
SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND
RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS AS ADDITIONAL NAMED INSUREDS AND TO PROVIDE
CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO INSURE THE (DEFEND, IF APPLICABLE) AND HOLD HARMLESS AND INDEMNITY
OBLIGATIONS ASSUMED AND AGREED TO BY THE CONTRACTOR HEREIN. ALL CONTRACTORS MUST FURNISH BOHLER
ENGINEERING WITH CERTIFICATIONS OF INSURANCE OR CERTIFICATES OF INSURANCE AS EVIDENCE OF THE REQUIRED
INSURANCE COVERAGES PRIOR TO COMMENCING ANY WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD
OF CONSTRUCTION AND FOR TWO YEARS AFTER THE COMPLETION OF CONSTRUCTION AND AFTER ALL PERMITS ARE ISSUED,
WHICHEVER DATE IS LATER. IN ADDITION, ALL CONTRACTORS AGREE THAT THEY WILL, TO THE FULLEST EXTENT PERMITTED
UNDER THE LAW, INDEMNIFY, DEFEND AND HOLD HARMLESS BOHLER ENGINEERING AND ITS PAST, PRESENT AND FUTURE
OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS, COMMISSIONERS, AGENTS, SERVANTS,
EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS SUBCONTRACTORS AND SUBCONSULTANTS FROM AND
AGAINST ANY DAMAGES, INJURIES, CLAIMS, ACTIONS, PENALTIES, EXPENSES, PUNITIVE DAMAGES, TORT DAMAGES, STATUTORY
CLAIMS, STATUTORY CAUSES OF ACTION, LOSSES, CAUSES OF ACTION, LIABILITIES OR COSTS, INCLUDING, BUT NOT LIMITED TO,
REASONABLE ATTORNEYS' FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH OR TO THE PROJECT,
INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR(S), ALL CLAIMS BY THIRD PARTIES AND ALL CLAIMS RELATED TO
THE PROJECT. THE CONTRACTOR MUST NOTIFY ENGINEER, IN WRITING, AT LEAST THIRTY (30) DAYS PRIOR TO ANY TERMINATION,
SUSPENSION OR CHANGE OF ITS INSURANCE HEREUNDER.
22. THE ENGINEER OF RECORD AND BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS,
TECHNIQUES OR PROCEDURES, GENERALLY OR FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PROCEDURES FOR
COMPLETION OF THE WORK DEPICTED BOTH ON THESE PLANS, AND FOR ANY CONFLICTS IN SCOPE AND REVISIONS THAT RESULT
FROM SAME. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR DETERMINING THE MEANS AND METHODS FOR
COMPLETION OF THE WORK, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
23. NEITHER THE PROFESSIONAL ACTIVITIES OF: BOHLER ENGINEERING, NOR THE PRESENCE OF BOHLER ENGINEERING AND/OR ITS
PAST, PRESENT AND FUTURE OWNERS, OFFICERS, DIRECTORS, PARTNERS, SHAREHOLDERS, MEMBERS, PRINCIPALS,
COMMISSIONERS, AGENTS, SERVANTS, EMPLOYEES, AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND ITS
SUBCONTRACTORS AND SUBCONSULTANTS AT A CONSTRUCTION/PROJECT SITE (HEREIN "BOHLER ENGINEERING PARTIES"),
RELIEVES OR WILL RELIEVE THE CONTRACTOR OF AND FROM ITS OBLIGATIONS, DUTIES AND RESPONSIBILITIES INCLUDING, BUT
NOT LIMITED TO, CONSTRUCTION MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES NECESSARY FOR PERFORMING,
OVERSEEING, SUPERINTENDING AND COORDINATING THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND
COMPLIANCE WITH ALL HEALTH AND SAFETY PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES WITH JURISDICTION
OVER THE PROJECT AND/OR PROPERTY. BOHLER ENGINEERING AND ITS EMPLOYEES, PERSONNEL, AGENTS, SUBCONTRACTORS
AND SUBCONSULTANTS HAVE NO AUTHORITY TO EXERCISE ANY CONTROL OVER (OR ANY RESPONSIBILITY FOR) ANY
CONSTRUCTION, THE CONTRACTOR OR ITS EMPLOYEES RELATING TO THEIR WORK AND ANY AND ALL HEALTH AND SAFETY
PROGRAMS OR PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR JOB SITE SAFETY. THE CONTRACTOR MUST
INDEMNIFY, DEFEND, PROTECT AND HOLD HARMLESS BOHLER ENGINEERING FOR AND FROM ANY LIABILITY TO BOHLER
ENGINEERING RESULTING FROM THE CONTRACTOR'S WORK, SERVICES AND/OR VIOLATIONS OF THIS NOTE, THESE NOTES OR
ANY NOTES IN THE PLAN SET AND, FURTHER, THE CONTRACTOR MUST NAME BOHLER ENGINEERING AS AN ADDITIONAL INSURED
UNDER THE GENERAL CONTRACTOR'S POLICIES OF GENERAL LIABILITY INSURANCE AS DESCRIBED ABOVE.
24. WHEN IT IS CLEARLY AND SPECIFICALLY WITHIN BOHLER ENGINEERING'S SCOPE OF SERVICES CONTRACT WITH THE
OWNER/DEVELOPER, BOHLER ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR
SUBMITTALS, SUCH AS SHOP DRAWINGS, PRODUCT DATA, SAMPLES, AND OTHER DATA, WHICH THE CONTRACTOR IS REQUIRED
TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF EVALUATING CONFORMANCE WITH THE DESIGN INTENT AND THE
INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT DOCUMENTS. CONSTRUCTION MEANS AND METHODS AND/OR
TECHNIQUES OR PROCEDURES, COORDINATION OF THE WORK WITH OTHER TRADES, AND CONSTRUCTION SAFETY PRECAUTIONS
ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOHLER ENGINEERING HAS NO RESPONSIBILITY OR LIABILITY FOR
SAME. BOHLER ENGINEERING WILL PERFORM ITS SHOP DRAWING REVIEW WITH REASONABLE PROMPTNESS, AS CONDITIONS
PERMIT. ANY DOCUMENT, DOCUMENTING BOHLER ENGINEERING'S REVIEW OF A SPECIFIC ITEM OR LIMITED SCOPE, MUST NOT
INDICATE THAT BOHLER ENGINEERING HAS REVIEWED THE ENTIRE ASSEMBLY OF WHICH THE ITEM IS A COMPONENT. BOHLER
ENGINEERING IS NOT RESPONSIBLE FOR ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR MUST, IN
WRITING, PROMPTLY AND IMMEDIATELY BRING ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS TO BOHLER
ENGINEERING'S ATTENTION. BOHLER ENGINEERING IS NOT REQUIRED TO REVIEW PARTIAL SUBMISSIONS OR THOSE FOR WHICH
SUBMISSIONS OF CORRELATED ITEMS HAVE NOT BEEN RECEIVED.
H:\2017\NCR172083\DRAWINGS\1 - PHASE I\PLAN SETS\NCR172083 SDO.DWG PRINTED BY: ERIC.BLOCHER 2.20.19 @ 4:53 PM LAST SAVED BY: ERIC.BLOCHER
25. IF THE CONTRACTOR DEVIATES FROM THESE PLANS AND/OR SPECIFICATIONS, INCLUDING THE NOTES CONTAINED HEREIN,
WITHOUT FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD AND/OR BOHLER ENGINEERING
FOR ALL DEVIATIONS WITHIN ENGINEER'S SCOPE, THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS
INCURRED IN CORRECTING ANY WORK PERFORMED WHICH DEVIATES FROM THE PLANS, ALL FINES AND/OR PENALTIES
ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND, FURTHER,
MUST DEFEND, INDEMNIFY, PROTECT, AND HOLD HARMLESS THE ENGINEER OF RECORD AND BOHLER ENGINEERING PARTIES TO
THE FULLEST EXTENT PERMITTED UNDER THE LAW, FOR AND FROM ALL FEES, ATTORNEYS' FEES, DAMAGES, COSTS,
JUDGMENTS CLAIMS INJURIES PENALTIES AND THE LIKE RELATED TO SAME.
26. THE CONTRACTOR IS RESPONSIBLE FOR A MAINTAINING AND PROTECTING THE TRAFFIC CONTROL PLAN AND ELEMENTS IN
ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS, FOR ALL WORK THAT AFFECTS PUBLIC TRAVEL EITHER IN THE
RIGHT OF WAY OR ON SITE. THE COST FOR THIS ITEM MUST BE INCLUDED IN THE CONTRACTOR'S PRICE AND IS THE
CONTRACTOR'S SOLE RESPONSIBILITY.
27. OWNER MUST MAINTAIN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS AND
RELATED DOCUMENTS IN STRICT ACCORDANCE WITH THE APPROVED PLAN(S) AND DESIGN; AND, FURTHER, THE ENGINEER OF
RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND/OR
DESIGN FEATURES. IF OWNER FAILS TO MAINTAIN AND/OR PRESERVE ALL PHYSICAL SITE FEATURES AND/OR DESIGN FEATURES
DEPICTED ON THE PLANS AND RELATED DOCUMENTS, OWNER AGREES TO INDEMNIFY AND HOLD THE ENGINEER OF RECORD AND
BOHLER ENGINEERING PARTIES HARMLESS FOR ALL INJURIES DAMAGES AND COSTS THAT ENGINEER OF RECORD AND/OR
BOHLER ENGINEERING INCUR AS A RESULT OF SAID FAILURE OR FAILURE TO PRESERVE.
28. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION ACTIVITIES AND MATERIALS COMPLY WITH
AND CONFORM TO APPLICABLE FEDERAL, STATE AND LOCAL RULES AND REGULATIONS, LAWS, ORDINANCES, AND CODES, AND
ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970, (29 U.S.C. 651 ET SEQ.) AS AMENDED,
AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS TO SAME.
29. THE CONTRACTOR MUST STRICTLY COMPLY WITH THE LATEST AND CURRENT OSHA STANDARDS AND REGULATIONS, AND/OR ANY
OTHER AGENCY WITH JURISDICTION OVER EXCAVATION AND TRENCHING PROCEDURES. ENGINEER OF RECORD AND BOHLER
ENGINEERING HAS NO RESPONSIBILITY FOR OR AS RELATED TO EXCAVATION AND TRENCHING PROCEDURES AND WORK.
30. THE CONTRACTOR AND THE OWNER MUST INSTALL ALL ELEMENTS AND COMPONENTS IN STRICT COMPLIANCE WITH AND IN
ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS. IF THE
CONTRACTOR AND/OR OWNER FAIL TO DO SO, THEY AGREE TO JOINTLY, INDEPENDENTLY, SEPARATELY, COLLECTIVELY, AND
SEVERALLY INDEMNIFY, DEFEND, PROTECT AND HOLD ENGINEER OF RECORD AND/OR BOHLER ENGINEERING PARTIES HARMLESS
FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS AS A RESULT OF SAID FAILURE.
31. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN AN ON-SITE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IN
COMPLIANCE WITH THE ENVIRONMENTAL PROTECTION AGENCY (EPA) REQUIREMENTS OR LOCAL GOVERNING AGENCY FOR SITES
WHERE ONE (1) ACRE OR MORE IS DISTURBED BY CONSTRUCTION ACTIVITIES (UNLESS THE LOCAL JURISDICTION REQUIRES A
DIFFERENT THRESHOLD). THE CONTRACTOR MUST ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF ALL SUBCONTRACTORS,
ARE IN COMPLIANCE WITH THE SWPPP, INCLUDING BUT NOT LIMITED TO LOGGING ACTIVITIES (MINIMUM ONCE PER WEEK AND
AFTER RAINFALL EVENTS) AND CORRECTIVE MEASURES, AS APPROPRIATE AND FURTHER, THE CONTRACTOR IS SOLELY AND
COMPLETELY RESPONSIBLE FOR FAILING TO DO SO.
32. AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED DOCUMENTS PREPARED BY THE SIGNATORY PROFESSIONAL ENGINEER
OF RECORD, THE USE OF THE WORDS 'CERTIFY' OR 'CERTIFICATION' CONSTITUTE(S) AN EXPRESSION ONLY OF PROFESSIONAL
OPINION REGARDING THE INFORMATION WHICH IS THE SUBJECT OF THE ENGINEER OF RECORD'S KNOWLEDGE OR BELIEF AND IN
ACCORDANCE WITH COMMON AND ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE, AND
DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE OF ANY NATURE OR TYPE, EITHER EXPRESSED OR IMPLIED, UNDER ANY
CIRCUMSTANCES.
SINCE LA�YOlt T NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. PRIOR TO THE COMMENCEMENT OF GENERAL CONSTRUCTION, THE CONTRACTOR MUST INSTALL SOIL EROSION CONTROL AND
ANY STORMWATER POLLUTION PREVENTION PLAN (SWPPP) MEASURES NECESSARY, AS INDICATED ON THE APPROVED SOIL
EROSION AND SEDIMENT CONTROL PLAN AND IN ACCORDANCE WITH APPLICABLE AND/OR APPROPRIATE AGENCIES' GUIDELINES
TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES OR THE RIGHT OF WAY.
3. ALL DIRECTIONAL/TRAFFIC SIGNING AND PAVEMENT STRIPING MUST CONFORM TO THE LATEST STANDARDS OF THE MANUAL ON
UNIFORM TRAFFIC CONTROL (MUTCD) AND ANY APPLICABLE STATE OR LOCALLY APPROVED SUPPLEMENTS, GUIDELINES, RULES,
REGULATIONS, STANDARDS AND THE LIKE.
4. THE LOCATIONS OF PROPOSED UTILITY POLES AND TRAFFIC SIGNS SHOWN ON THE PLANS ARE SCHEMATIC AND PRELIMINARY.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD -VERIFYING THEIR LOCATION. THE CONTRACTOR MUST COORDINATE THE
RELOCATION OF TRAFFIC SIGNS WITH THE ENTITY WITH JURISDICTION OVER THE PROJECT.
5. ALL DIMENSIONS SHOWN ARE TO BOTTOM FACE OF CURB, EDGE OF PAVEMENT, OR EDGE OF BUILDING, EXCEPT WHEN
DIMENSION IS TO A PROPERTY LINE, STAKE OUT OF LOCATIONS OF INLETS, LIGHT POLES, ETC. MUST BE PERFORMED IN STRICT
ACCORDANCE WITH THE DETAILS, UNLESS NOTED CLEARLY OTHERWISE.
GRADING NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND THE RECOMMENDATIONS
SET FORTH IN THE GEOTECHNICAL REPORT AS REFERENCED IN THIS PLAN SET. IF NO GEOTECHNICAL REPORT HAS BEEN
REFERENCED, THE CONTRACTOR MUST HAVE A GEOTECHNICAL ENGINEER PROVIDE WRITTEN SPECIFICATIONS AND
RECOMMENDATIONS PRIOR TO THE CONTRACTOR COMMENCING THE GRADING WORK. THE CONTRACTOR MUST FOLLOW THE
REQUIREMENTS OF ALL MUNICIPAL, COUNTY, STATE, AND FEDERAL LAWS, WHICH HAVE JURISDICTION OVER THIS PROJECT.
3. THE CONTRACTOR IS REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALL OFF-SITE
MATERIAL SOURCES AND DISPOSAL FACILITIES. THE CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO THE ENGINEER OF
RECORD AND THE OWNER PRIOR TO THE CONTRACTOR COMMENCING ANY WORK.
4. THE CONTRACTOR IS FULLY RESPONSIBLE FOR VERIFYING EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT
ELEVATIONS PRIOR TO COMMENCING ANY CONSTRUCTION. SHOULD DISCREPANCIES BETWEEN THE PLANS AND INFORMATION
OBTAINED THROUGH FIELD VERIFICATIONS BE IDENTIFIED OR EXIST, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE
ENGINEER OF RECORD, IN WRITING.
5. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS
SPECIFIED IN THE GEOTECHNICAL REPORT. THE CONTRACTOR MUST COMPACT ALL EXCAVATED OR FILLED AREAS IN STRICT
ACCORDANCE WITH THE GEOTECHNICAL REPORT'S GUIDANCE. MOISTURE CONTENT AT TIME OF PLACEMENT MUST BE
SUBMITTED IN A COMPACTION REPORT PREPARED BY A QUALIFIED GEOTECHNICAL ENGINEER, REGISTERED WITH THE STATE
WHERE THE WORK IS PERFORMED. THIS REPORT MUST VERIFY THAT ALL FILLED AREAS AND SUBGRADE AREAS WITHIN THE
BUILDING PAD AREA AND AREAS TO BE PAVED HAVE BEEN COMPACTED IN ACCORDANCE WITH THESE PLANS, SPECIFICATIONS
AND THE RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES,
STATUTES, LAWS, ORDINANCES AND CODES WHICH ARE IN EFFECT AND WHICH ARE APPLICABLE TO THE PROJECT. SUBBASE
MATERIAL FOR SIDEWALKS, CURB, OR ASPHALT MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS. SHOULD
SUBBASE BE DEEMED UNSUITABLE BY OWNER/DEVELOPER, OR OWNER/DEVELOPER'S REPRESENTATIVE, SUBBASE MUST BE
REMOVED AND FILLED WITH APPROVED FILL MATERIAL, COMPACTED AS THE GEOTECHNICAL REPORT DIRECTS. EARTHWORK
ACTIVITIES INCLUDING, BUT NOT LIMITED TO, EXCAVATION, BACKFILL, AND COMPACTING MUST COMPLY WITH THE
RECOMMENDATIONS IN THE GEOTECHNICAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS,
ORDINANCES AND CODES. EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIFICATIONS FOR
ROADWAY CONSTRUCTION (LATEST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO.
6. THE TOPS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS MUST BE ADJUSTED, AS NECESSARY,
TO MATCH PROPOSED FINISHED GRADES WITH NO TRIPPING OR SAFETY HAZARD IN ACCORDANCE WITH ALL APPLICABLE
STANDARDS, REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
7. IN THE EVENT OF A DISCREPANCY(IES) AND/OR A CONFLICT(S) BETWEEN PLANS, OR RELATIVE TO OTHER PLANS, THE GRADING
PLAN TAKES PRECEDENCE AND CONTROLS. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN
WRITING, OF ANY DISCREPANCY(IES) AND/OR CONFLICT(S).
8. THE CONTRACTOR IS RESPONSIBLE TO IMPORT FILL OR EXPORT EXCESS MATERIAL AS NECESSARY TO CONFORM TO THE
PROPOSED GRADING, AND TO BACKFILL EXCAVATIONS FOR THE INSTALLATION OF UNDERGROUND IMPROVEMENTS.
AC CESSIBILITY DESIGN GUIDELINES (Rev. 1/2019)
1. ALL ACCESSIBLE (A.K.A. ADA) COMPONENTS AND ACCESSIBLE ROUTES MUST BE CONSTRUCTED TO MEET, AT A MINIMUM, THE MORE STRINGENT OF:
(A) THE REQUIREMENTS OF THE "AMERICANS WITH DISABILITIES ACT" (ADA) CODE (42 U.S.C. § 12101 ET SEQ. AND 42 U.S.C. § 4151 ET SEQ.); AND (B)
ANY APPLICABLE LOCAL AND STATE GUIDELINES, AND ANY AND ALL AMENDMENTS TO BOTH, WHICH ARE IN EFFECT WHEN THESE PLANS WERE
COMPLETED.
2. THE CONTRACTOR MUST REVIEW ALL DOCUMENTS REFERENCED IN THESE NOTES FOR ACCURACY, COMPLIANCE AND CONSISTENCY WITH
INDUSTRY GUIDELINES.
3. THE CONTRACTOR MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ACCESSIBLE (ADA) COMPONENTS AND ACCESSIBLE
ROUTES FOR THE SITE. FINISHED SURFACES ALONG THE ACCESSIBLE ROUTE OF TRAVEL FROM PARKING SPACES, PUBLIC TRANSPORTATION,
PEDESTRIAN ACCESS, AND INTER -BUILDING ACCESS, TO POINTS OF ACCESSIBLE BUILDING ENTRANCE/EXIT, MUST COMPLY WITH THE ACCESSIBLE
GUIDELINES AND REQUIREMENTS WHICH INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING:
A. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SLOPES MUST NOT EXCEED 1:50 (2.0%) IN ANY DIRECTION.
B. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST PROVIDE A 36 -INCHES MINIMUM WIDTH (48 -INCHES PREFERRED), OR AS SPECIFIED BY THE
GOVERNING AGENCY. UNOBSTRUCTED WIDTH OF TRAVEL (CAR OVERHANGS AND/OR HANDRAILS) MUST NOT REDUCE THIS MINIMUM WIDTH. THE
SLOPE MUST NOT EXCEED 1:20 (5.0%) IN THE DIRECTION OF TRAVEL AND MUST NOT EXCEED 1:50 (2.0%) IN CROSS SLOPE. WHERE ACCESSIBLE
PATH OF TRAVEL IS GREATER THAN 1:20 (5.0%), AN ACCESSIBLE RAMP MUST BE PROVIDED. ALONG THE ACCESSIBLE PATH OF TRAVEL,
OPENINGS MUST NOT EXCEED 1/2 -INCH IN WIDTH. VERTICAL CHANGES OF UP TO 1/2 -INCH ARE PERMITTED ONLY IF THEY INCLUDES A 1/4 -INCH
BEVEL AT A SLOPE NOT STEEPER THAN 1:2. NO VERTICAL CHANGES OVER 1/4 -INCH ARE PERMITTED.
C. ACCESSIBLE RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%) AND A RISE OF 30 -INCHES. LEVEL LANDINGS MUST BE PROVIDED AT EACH END
OF ACCESSIBLE RAMPS. LANDING MUST PROVIDE POSITIVE DRAINAGE AWAY FROM STRUCTURES, AND MUST NOT EXCEED 1:50 (2.0%) SLOPE IN
ANY DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS MUST HAVE A CLEAR LANDING OF A MINIMUM OF 60 -INCHES BY
60 -INCHES. HAND RAILS ON BOTH SIDES OF THE RAMP MUST BE PROVIDED ON AN ACCESSIBLE RAMP WITH A RISE GREATER THAN 6 -INCHES.
D. ACCESSIBLE CURB RAMPS MUST NOT EXCEED A SLOPE OF 1:12 (8.3%). WHERE FLARED SIDES ARE PROVIDED, THEY MUST NOT EXCEED 1:10
(10%) SLOPE. LEVEL LANDING MUST BE PROVIDED AT RAMPS TOP AT A MINIMUM OF 36 -INCHES LONG (48 -INCHES PREFERRED). IN ALTERATIONS,
WHEN THERE IS NO LANDING AT THE TOP, FLARE SIDES SLOPES MUST NOT EXCEED A SLOPE OF 1:12 (8.3%).
E. DOORWAY LANDINGS AREAS MUST BE PROVIDED ON THE EXTERIOR SIDE OF ANY DOOR LEADING TO AN ACCESSIBLE PATH OF TRAVEL. THIS
LANDING MUST BE SLOPED AWAY FROM THE DOOR NO MORE THAN 1:50 (2.0%) FOR POSITIVE DRAINAGE. THIS LANDING AREA MUST BE NO
FEWER THAN 60 -INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE CLEARLY PERMITTED BY ACCESSIBLE STANDARDS FOR ALTERNATIVE
DOORWAY OPENING CONDITIONS. (SEE ICC/ANSI A117.1-2009 AND OTHER REFERENCES INCORPORATED BY CODE).
F. WHEN THE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION, REVISION OR EXTENSION OF OR TO ACCESSIBLE
COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, THE CONTRACTOR MUST VERIFY ALL EXISTING ELEVATIONS SHOWN ON THE PLAN.
NOTE THAT TABLE 405.2 OF THE DEPARTMENT OF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES,
IN RARE CIRCUMSTANCES. THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, OF ANY DISCREPANCIES
AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR IN ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS BEFORE COMMENCING ANY
WORK. CONSTRUCTED IMPROVEMENTS MUST FALL WITHIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BY THE BARRIER FREE
REGULATIONS AND THE ACCESSIBLE GUIDELINES.
G. THE CONTRACTOR MUST VERIFY ALL OF THE SLOPES OF THE CONTRACTOR'S FORMS PRIOR TO POURING CONCRETE. IF ANY
NON-CONFORMANCE EXISTS OR IS OBSERVED OR DISCOVERED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN
WRITING, PRIOR TO POURING CONCRETE. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL COSTS TO REMOVE, REPAIR AND/OR REPLACE
NON -CONFORMING CONCRETE AND/OR PAVEMENT SURFACES.
4. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION TO ENSURE SAME IS CONSISTENT WITH THE
LOCAL BUILDING CODE PRIOR TO COMMENCING CONSTRUCTION.
DEMOLITION DOTES
(Rev.1/2019) SOIL EROSION & SEDIMENT CONTROL ELAN DOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE CONTRACTOR MUST CONDUCT DEMOLITION/REMOVALS ACTIVITIES IN SUCH A MANNER AS TO ENSURE MINIMUM
INTERFERENCE WITH ROADS STREETS SIDEWALKS WALKWAYS AND ALL OTHER ADJACENT FACILITIES. THE CONTRACTOR MUST
OBTAIN ALL APPLICABLE PERMITS FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY IES PRIOR TO THE COMMENCEMENT OF
ANY ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE RIGHT-OF-WAY.
3. WHEN DEMOLITION -RELATED ACTIVITIES IMPACT ROADWAYS AND/OR ROADWAY RIGHT-OF-WAY THE CONTRACTOR MUST
PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH THE CURRENT FEDERAL
HIGHWAY ADMINISTRATION "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" MUTCD AND THE FEDERAL STATE AND LOCAL
REGULATIONS.
4. THE DEMOLITION AND/OR REMOVALS PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION AND TO IDENTIFY ONLY
CONDITIONS REGARDING ITEMS TO BE DEMOLISHED, REMOVED, AND/OR TO REMAIN.
A. THE CONTRACTOR MUST ALSO REVIEW ALL CONSTRUCTION DOCUMENTS AND INCLUDE WITHIN THE DEMOLITION ACTIVITIES
ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
B. THIS PLAN IS NOT INTENDED TO AND DOES NOT PROVIDE DIRECTION REGARDING THE MEANS, METHODS, SEQUENCING,
TECHNIQUES AND PROCEDURES TO BE EMPLOYED TO ACCOMPLISH THE WORK. ALL MEANS METHODS SEQUENCING
TECHNI UES AND PROCEDURES TO BE USED MUST BE IN STRICT ACCORDANCE AND CONFORMANCE WITH ALL STATE
Q
FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR MUST COMPLY WITH ALL OSHA AND OTHER
SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE FOR THE CONTRACTOR AND THE PUBLIC.
5. THE CONTRACTOR MUST PROVIDE ALL "METHODS AND MEANS" NECESSARY TO PREVENT MOVEMENT SETTLEMENT OR
COLLAPSE OF EXISTING STRUCTURES AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE
CONTRACTOR AT THE CONTRACTOR'S SOLE COST MUST REPAIR ALL DAMAGE TO ALL ITEMS AND FEATURES THAT ARE TO
REMAIN. CONTRACTOR MUST USE NEW MATERIAL FOR ALL REPAIRS. CONTRACTOR'S REPAIRS MUST INCLUDE THE RESTORATION
OF ALL ITEMS AND FEATURES REPAIRED TO THEIR PRE -DEMOLITION CONDITION, OR BETTER. CONTRACTOR MUST PERFORM ALL
REPAIRS AT THE CONTRACTOR'S SOLE EXPENSE.
6. ENGINEER OF RECORD AND/OR BOHLER ENGINEERING ARE NOT RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. THE
CONTRACTOR MUST PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER COMPLYING WITH ALL OSHA
REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY AND SAFETY TO ALL PROPERTY ON THE SITE OR ADJACENT OR
NEAR TO THE SAME.
7. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, WHICH MUST INCLUDE, BUT IS NOT LIMITED TO, THE INSTALLATION
AND MAINTENANCE OF BARRIERS, FENCING, OTHER APPROPRIATE AND/OR NECESSARY SAFETY FEATURES AND ITEMS
NECESSARY TO PROTECT THE PUBLIC FROM AREAS OF CONSTRUCTION AND CONSTRUCTION ACTIVITIES. THE CONTRACTOR
MUST SAFEGUARD THE SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF
ALL UNAUTHORIZED PERSONS AT ANY TIME, TO OR NEAR THE DEMOLITION AREA.
8. PRIOR TO THE COMMENCEMENT OF ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY, THE CONTRACTOR MUST, IN WRITING,
RAISE ANY QUESTIONS CONCERNING THE ACCURACY OR INTENT OF THESE PLANS AND/OR SPECIFICATIONS, ALL CONCERNS OR
QUESTIONS REGARDING THE APPLICABLE SAFETY STANDARDS, AND/OR THE SAFETY OF THE CONTRACTOR AND/OR THIRD
PARTIES IN PERFORMING THE WORK ON THIS PROJECT. ANY SUCH CONCERNS MUST BE CONVEYED TO THE ENGINEER OF
RECORD AND/OR BOHLER ENGINEERING, IN WRITING AND MUST ADDRESS ALL ISSUES AND ITEMS RESPONDED TO, BY THE
ENGINEER OF RECORD AND/OR BY BOHLER ENGINEERING, IN WRITING. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN
ACCORDANCE WITH THE REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE AND
LOCAL REGULATIONS, RULES, REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
9. THE CONTRACTOR MUST BECOME FAMILIAR WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS
RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AND/OR DISCONNECTION AS IDENTIFIED OR REQUIRED
FOR THE PROJECT. THE CONTRACTOR MUST PROVIDE THE OWNER WITH WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES
AND SERVICES HAVE BEEN TERMINATED, REMOVED AND/OR ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND UTILITY
COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES.
10. PRIOR TO COMMENCING ANY DEMOLITION, THE CONTRACTOR MUST:
A. OBTAIN ALL REQUIRED PERMITS AND MAINTAIN THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND ALL PUBLIC
AGENCIES WITH JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT, SITE WORK, AND DEMOLITION WORK.
B. NOTIFY, AT A MINIMUM, THE MUNICIPAL ENGINEER, DESIGN ENGINEER, AND LOCAL SOIL CONSERVATION JURISDICTION, AT
LEAST 72 BUSINESS HOURS PRIOR TO THE COMMENCEMENT OF WORK.
C. INSTALL THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL MEASURES PRIOR TO SITE DISTURBANCE, AND MAINTAIN
SAID CONTROLS UNTIL SITE IS STABILIZED
D. IN ACCORDANCE WITH STATE LAW, THE CONTRACTOR MUST CALL THE STATE ONE -CALL DAMAGE PROTECTION SYSTEM FOR
UTILITY MARK OUT, IN ADVANCE OF ANY EXCAVATION.
E. LOCATE AND PROTECT ALL UTILITIES AND SERVICES, INCLUDING BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND
STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN AND ADJACENT TO THE LIMITS OF PROJECT
ACTIVITIES. THE CONTRACTOR MUST USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION
SYSTEM TO LOCATE ALL UNDERGROUND UTILITIES.
F. PROTECT AND MAINTAIN IN OPERATION, ALL ACTIVE UTILITIES AND SYSTEMS THAT ARE NOT BEING REMOVED DURING ANY
DEMOLITION ACTIVITIES.
G. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) FOR THE TEMPORARY OR
PERMANENT TERMINATION OF SERVICE REQUIRED BY THE PROJECT PLANS AND SPECIFICATIONS REGARDING THE METHODS
AND MEANS TO CONSTRUCT SAME. THESE ARE NOT THE ENGINEER OF RECORD'S RESPONSIBILITY. IN THE EVENT OF
ABANDONMENT, THE CONTRACTOR MUST PROVIDE THE UTILITY ENGINEER AND OWNER WITH IMMEDIATE WRITTEN
NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE
WITH JURISDICTIONAL AND UTILITY COMPANY REQUIREMENTS.
H. ARRANGE FOR AND COORDINATE WITH THE APPLICABLE UTILITY SERVICE PROVIDER(S) REGARDING WORKING "OFF-PEAK"
HOURS OR ON WEEKENDS AS NECESSARY OR AS REQUIRED TO MINIMIZE THE IMPACT ON, OF AND TO THE AFFECTED
PARTIES. WORK REQUIRED TO BE PERFORMED "OFF-PEAK" IS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.
I. IN THE EVENT THE CONTRACTOR DISCOVERS ANY HAZARDOUS MATERIAL, THE REMOVAL OF WHICH IS NOT ADDRESSED IN
THE PROJECT PLANS AND SPECIFICATIONS, OR THE CONTRACT WITH THE OWNER/DEVELOPER, THE CONTRACTOR MUST
IMMEDIATELY CEASE ALL WORK IN THE AREA OF DISCOVERY, AND IMMEDIATELY NOTIFY, IN WRITING AND VERBALLY, THE
OWNER AND ENGINEER OF RECORD AND BOHLER ENGINEERING, THE DISCOVERY OF SUCH MATERIALS TO PURSUE PROPER
AND COMPLIANT REMOVAL OF SAME.
11. THE CONTRACTOR MUST ENSURE THAT ANY EXISTING ASBESTOS -CONTAINING MATERIALS ENCOUNTERED ARE PROPERLY
REMOVED FROM THE SUBJECT PREMISES AND ARE DISPOSED OF IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL
REQUIREMENTS, PRIOR TO THE COMMENCEMENT OF DEMOLITION ON SITE AND MUST PERFORM ALL AGENCY NOTIFICATIONS AS
REQUIRED, AT THE CONTRACTOR'S SOLE EXPENSE.
12. THE CONTRACTOR MUST NOT PERFORM ANY EARTH MOVEMENT ACTIVITIES, DEMOLITION OR REMOVAL OF FOUNDATION WALLS,
FOOTINGS, OR OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE, UNLESS SAME IS IN STRICT ACCORDANCE AND
CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS, OR PURSUANT TO THE WRITTEN DIRECTION OF THE OWNER'S
STRUCTURAL OR GEOTECHNICAL ENGINEER.
13. DEMOLITION ACTIVITIES AND EQUIPMENT MUST NOT USE OR INCLUDE AREAS OUTSIDE THE DEFINED PROJECT LIMIT LINE,
WITHOUT SPECIFIC WRITTEN PERMISSION AND AUTHORITY OF AND FROM THE OWNER AND ALL GOVERNMENTAL AGENCIES WITH
JURISDICTION.
14. THE CONTRACTOR MUST BACKFILL ALL EXCAVATION RESULTING FROM, OR INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL
MUST BE ACCOMPLISHED WITH APPROVED BACKFILL MATERIALS AND MUST BE SUFFICIENTLY COMPACTED TO SUPPORT ALL NEW
IMPROVEMENTS AND MUST BE PERFORMED IN COMPLIANCE WITH THE RECOMMENDATIONS AND GUIDANCE ARTICULATED IN THE
GEOTECHNICAL REPORT. BACKFILLING MUST OCCUR IMMEDIATELY AFTER DEMOLITION ACTIVITIES AND MUST BE PERFORMED SO
AS TO PREVENT WATER ENTERING THE EXCAVATION. FINISHED SURFACES MUST BE GRADED TO PROMOTE POSITIVE DRAINAGE.
THE CONTRACTOR IS RESPONSIBLE FOR COMPACTION TESTING AND MUST SUBMIT SUCH REPORTS AND RESULTS TO THE
ENGINEER OF RECORD AND THE OWNER.
15. EXPLOSIVES MUST NOT BE USED WITHOUT PRIOR WRITTEN CONSENT FROM BOTH THE OWNER AND ALL APPLICABLE,
NECESSARY AND REQUIRED GOVERNMENTAL AUTHORITIES. PRIOR TO COMMENCING ANY EXPLOSIVE PROGRAM AND/OR ANY
DEMOLITION ACTIVITIES, THE CONTRACTOR MUST ENSURE AND OVERSEE THE INSTALLATION OF ALL OF THE REQUIRED PERMIT
AND EXPLOSIVE CONTROL MEASURES THAT THE FEDERAL, STATE, AND LOCAL GOVERNMENTS REQUIRE. THE CONTRACTOR IS
ALSO RESPONSIBLE TO CONDUCT AND PERFORM ALL INSPECTION AND SEISMIC VIBRATION TESTING THAT IS REQUIRED TO
MONITOR THE EFFECTS ON ALL LOCAL STRUCTURES AND THE LIKE.
16. IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS, THE CONTRACTOR MUST USE DUST CONTROL MEASURES
TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR. AFTER THE DEMOLITION IS COMPLETE, THE
CONTRACTOR MUST CLEAN ALL ADJACENT STRUCTURES AND IMPROVEMENTS TO REMOVE ALL DUST AND DEBRIS WHICH THE
DEMOLITION OPERATIONS CAUSE. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR
"PRE -DEMOLITION" CONDITION AT CONTRACTOR'S SOLE COST.
17. PAVEMENT MUST BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR EDGE OF BUTT JOINTS, MUST EXTEND TO THE FULL DEPTH
OF THE EXISTING PAVEMENT. ALL DEBRIS FROM REMOVAL OPERATIONS MUST BE REMOVED FROM THE SITE AT THE TIME OF
EXCAVATION. STOCKPILING OF DEBRIS OUTSIDE OF APPROVED AREAS WILL NOT BE PERMITTED, INCLUDING BUT NOT LIMITED TO,
THE PUBLIC RIGHT-OF-WAY.
18. THE CONTRACTOR MUST MAINTAIN A RECORD SET OF PLANS UPON WHICH IS INDICATED THE LOCATION OF EXISTING UTILITIES
THAT ARE CAPPED, ABANDONED IN PLACE, OR RELOCATED DUE TO DEMOLITION ACTIVITIES. THIS RECORD DOCUMENT MUST BE
PREPARED IN A NEAT AND WORKMAN -LIKE MANNER AND TURNED OVER TO THE OWNER/DEVELOPER UPON COMPLETION OF THE
WORK, ALL OF WHICH IS AT THE CONTRACTOR'S SOLE COST.
19. THE CONTRACTOR MUST EMPTY, CLEAN AND REMOVE FROM THE SITE ALL UNDERGROUND STORAGE TANKS, IF ENCOUNTERED,
IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS, PRIOR TO CONTINUING CONSTRUCTION IN THE
AREA AROUND THE TANK WHICH EMPTYING, CLEANING AND REMOVAL ARE AT THE CONTRACTOR'S SOLE COST.
LIG HI° ING NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. THE LIGHTING CONTRACTOR MUST COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE PLANS,
INCLUDING BUT NOT LIMITED TO GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL AGENCY AND
GOVERNMENTAL REGULATIONS.
3. THIS LIGHTING PLAN DEPICTS PROPOSED, SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED
MANUFACTURER. ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO
VARIATIONS IN WEATHER, ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND
OTHER RELATED VARIABLE FIELD CONDITIONS.
4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC
PLANE AT ELEVATION ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. ILLUMINATION LEVELS ARE SHOWN IN FOOT-CANDLES.
5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS
WORK MAY INCLUDE, BUT IS NOT LIMITED TO, VISUAL OBSERVATION, CLEANING OF LENSES, AND RE-LAMPING (IF NECESSARY) AT
LEAST ONCE EVERY SIX (6) MONTHS. UPON COMPLETION AND OWNER'S ACCEPTANCE OF THE WORK ALL OF THE ABOVE
OUTLINED AND DESCRIBED RESPONSIBILITIES SHALL BECOME SOLELY THE OWNER'S.
6. WHERE APPLICABLE, THE EXISTING CONDITION LIGHT LEVELS ILLUSTRATED ARE REPRESENTATIVE OF AN APPROXIMATION
UTILIZING LABORATORY DATA FOR SIMILAR FIXTURES, UNLESS ACTUAL FIELD MEASUREMENTS ARE TAKEN WITH A LIGHT METER.
DUE TO FACTORS SUCH AS FIXTURE MAINTENANCE, EQUIPMENT TOLERANCES, WEATHER CONDITIONS, ETC., ACTUAL LIGHT
LEVELS MAY DIFFER. EXISTING LIGHT LEVELS DEPICTED ON THIS PLAN ARE TO BE CONSIDERED APPROXIMATE.
7. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES. POWER SYSTEM, CONDUITS, WIRING AND
OTHER ELECTRICAL COMPONENTS ARE SOLELY THE ARCHITECT'S, MECHANICAL ENGINEER'S AND/OR LIGHTING CONTRACTOR'S
RESPONSIBILITY, AS INDICATED IN THE CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED
BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF LIGHTING FIXTURES AND
APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES.
8. THE CONTRACTOR MUST BRING IMMEDIATELY, IN WRITING, ANY LIGHT LOCATIONS THAT CONFLICT WITH DRAINAGE, UTILITIES, OR
OTHER STRUCTURE(S) TO THE ENGINEER OF RECORD'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
9. THE LIGHTING CONTRACTOR MUST COORDINATE WITH THE PROJECT ARCHITECT REGARDING ANY AND ALL POWERS SOURCE
FROM WITHIN THE BUILDING, AND TIMING DEVICES NECESSARY TO MEET THE DESIGN INTENT.
10. THE CONTRACTOR IS RESPONSIBLE TO ENSURE THAT SHIELDING AND OR ROTATED OPTICS ARE INSTALLED AS INDICATED ON
THE PLAN IN ORDER TO ACHIEVE THE LIGHTING LEVELS THE REVIEWING AGENCY APPROVED.
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. EROSION CONTROL MEASURES MUST CONFORM TO THE NORTH CAROLINA GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL UNLESS OTHERWISE NOTED, OR UNLESS ENGINEER CLEARLY AND SPECIFICALLY, IN WRITING, DIRECTS OTHERWISE.
INSTALLATION OF EROSION CONTROL, CLEARING, AND SITE WORK MUST BE PERFORMED EXACTLY AS INDICATED IN THE EROSION
CONTROL CONSTRUCTION NOTES.
3. THE DISTURBED LAND AREA OF THIS SITE IS APPROXIMATELY 0.52 ACRES.
4. THE FOLLOWING EROSION CONTROL MEASURES ARE PROPOSED FOR THIS SITE:
A. STABILIZED CONSTRUCTION ENTRANCE/ EXIT - A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT IS TO BE INSTALLED
AT THE DESIGNATED LOCATION SHOWN ON THE PLAN. THIS AREA MUST BE GRADED SO THAT RUNOFF WATER WILL BE
RETAINED ON-SITE.
B. SEDIMENT FENCE - INSTALL SILT FENCE(S) AND/OR SILT SOCK AROUND ALL OF THE DOWNSLOPE PERIMETERS OF THE SITE,
TEMPORARY FILL AND SOIL STOCKPILES.
C. INSTALL FILTER FABRIC DROP INLET PROTECTION AROUND EACH DRAINAGE INLET AS DRAINAGE STRUCTURES ARE
INSTALLED TO REDUCE THE QUANTITY OF SEDIMENT. INSTALL TEMPORARY INLET PROTECTION ON INLETS DOWNSLOPE
FROM DISTURBANCE, WHICH MAY BE BEYOND THE LIMITS OF DISTURBED AREA.
5. INSTALLATION OF EROSION CONTROL DEVICES MUST BE IN ACCORDANCE WITH ALL OF THE MANUFACTURER'S
RECOMMENDATIONS.
6. THE CONTRACTOR MUST INSPECT EROSION CONTROL MEASURES WEEKLY. THE CONTRACTOR MUST REMOVE ANY SILT
DEPOSITS GREATER THAN 6" COLLECTED ON THE FILTER FABRIC AND/OR SILT SOCK BARRIERS AND EXCAVATE AND REMOVE
ANY SILT FROM DROP INLET PROTECTION.
7. THE CONTRACTOR MUST APPLY TEMPORARY SEED AND MULCH TO ALL DISTURBED AREAS THAT WILL NOT BE BROUGHT TO
FINISHED GRADE AND VEGETATED WITHIN 7 DAYS. WHEN AREAS ARE DISTURBED AFTER THE GROWING SEASON, THE
CONTRACTOR MUST STABILIZE SAME WITH GEOTEXTILE FABRIC AND MAINTAIN SAME IN STRICT ACCORDANCE WITH BEST
MANAGEMENT PRACTICES.
8. THE CONTRACTOR MUST INSTALL ADDITIONAL EROSION CONTROL MEASURES IF ENGINEER SO REQUIRES TO PREVENT ANY
INCLUDING THE INCIDENTAL DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
9. THE CONTRACTOR MUST BE RESPONSIBLE FOR INSPECTING AND MAINTAINING ALL EROSION CONTROL MEASURES ON THE SITE
UNTIL PERMANENT PAVING AND TURF/LANDSCAPING IS ESTABLISHED. THE COSTS OF INSTALLING AND MAINTAINING THE EROSION
CONTROL MEASURES MUST BE INCLUDED IN THE BID PRICE FOR THE SITE WORK AND THE CONTRACTOR IS RESPONSIBLE FOR
ALL SUCH COSTS.
10. THE CONTRACTOR MUST CONTINUE TO MAINTAIN ALL EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTION
AND THE ESTABLISHMENT OF VEGETATION.
11. THE CONTRACTOR MUST REMOVE EROSION CONTROL MEASURES, SILT AND DEBRIS AFTER ESTABLISHING PERMANENT
VEGETATION COVER OR OTHER INSTALLING A DIFFERENT, SPECIFIED METHOD OF STABILIZATION.
12. THIS PLAN REPRESENTS THE MINIMUM LEVEL OF IMPLEMENTATION OF TEMPORARY EROSION AND SEDIMENTATION CONTROL
FACILITIES, MEASURES AND STRUCTURES. ADDITIONAL FACILITIES, MEASURES AND STRUCTURES MUST BE INSTALLED WHERE
NECESSARY TO COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AND/OR TO PREVENT ANY, INCLUDING THE INCIDENTAL
DISCHARGE OF SILT -LADEN RUNOFF FROM EXITING THE SITE.
13. THE CONTRACTOR MUST PROTECT ALL EXISTING TREES AND SHRUBS. THE CONTRACTOR MUST REFER TO THE LANDSCAPE
AND/OR DEMOLITION PLAN(S) FOR TREE PROTECTION, FENCE LOCATIONS AND DETAILS.
14. THE CONTRACTOR MUST REFER TO GRADING PLANS FOR ADDITIONAL INFORMATION.
15. THE CONTRACTOR MUST CLEAN EXISTING AND PROPOSED DRAINAGE STRUCTURES AND INTERCONNECTING PIPES ON OR
OFF-SITE AS THE JURISDICTIONAL AGENCY REQUIRES, BOTH AT THE TIME OF SITE STABILIZATION AND AT END OF PROJECT.
16. SOIL EROSION CONTROL MEASURES MUST BE ADJUSTED OR RELOCATED BY THE CONTRACTOR AS IDENTIFIED DURING SITE
OBSERVATION IN ORDER TO MAINTAIN THE COMPLETE EFFECTIVENESS OF ALL CONTROL MEASURES.
17. THE CONTRACTOR MUST IDENTIFY, ON THE PLAN, THE LOCATION OF WASTE CONTAINERS, FUEL STORAGE TANKS, CONCRETE
WASHOUT AREAS AND ANY OTHER LOCATIONS WHERE HAZARDOUS MATERIALS ARE STORED.
DRAINAGE AND UTILITY NOTES (Rev.1/2019)
1. THE GENERAL NOTES MUST BE INCLUDED AS PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT
DOCUMENTS. THE GENERAL NOTES ARE REFERENCED HEREIN, AND THE CONTRACTOR MUST REFER TO THEM AND FULLY
COMPLY WITH THESE NOTES, IN THEIR ENTIRETY. THE CONTRACTOR MUST BE FAMILIAR WITH AND ACKNOWLEDGE FAMILIARITY
WITH ALL OF THE GENERAL NOTES AND ALL OF THE PLANS' SPECIFIC NOTES.
2. LOCATIONS OF ALL EXISTING AND PROPOSED SERVICES ARE APPROXIMATE, AND THE CONTRACTOR MUST INDEPENDENTLY
VERIFY AND CONFIRM THOSE LOCATIONS AND SERVICES WITH LOCAL UTILITY COMPANIES PRIOR TO COMMENCING ANY
CONSTRUCTION OR EXCAVATION. THE CONTRACTOR MUST INDEPENDENTLY VERIFY AND CONFIRM ALL SANITARY CONNECTION
POINTS AND ALL OTHER UTILITY SERVICE CONNECTION POINTS IN THE FIELD, PRIOR TO COMMENCING NY CONSTRUCTION. THE
CONTRACTOR MUST REPORT ALL DISCREPANCIES, ERRORS AND OMISSIONS IN WRITING, TO THE ENGINEER OF RECORD.
3. THE CONTRACTOR MUST VERTICALLY AND HORIZONTALLY LOCATE ALL UTILITIES AND SERVICES INCLUDING, BUT NOT LIMITED TO,
GAS, WATER, ELECTRIC, SANITARY AND STORM, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF
DISTURBANCE OR WORK SPACE, WHICHEVER IS GREATER. THE CONTRACTOR MUST USE, REFER TO, AND COMPLY WITH THE
REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL OF THE UNDERGROUND UTILITIES. THE
CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ANY EXISTING UTILITIES WHICH OCCUR DURING CONSTRUCTION,
AT NO COST TO THE OWNER AND AT CONTRACTOR'S SOLE COST AND EXPENSE. THE CONTRACTOR MUST BEAR ALL COSTS
ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES WHICH OCCURS DURING CONSTRUCTION.
4. THE CONTRACTOR MUST FIELD VERIFY THE PROPOSED INTERFACE POINTS (CROSSINGS) WITH EXISTING UNDERGROUND
UTILITIES BY USING A TEST PIT TO CONFIRM EXACT DEPTH, PRIOR TO COMMENCEMENT OF CONSTRUCTION.
5. STORMWATER ROOF DRAIN LOCATIONS ARE BASED ON ARCHITECTURAL PLANS. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING LOCATIONS OF SAME BASED UPON FINAL ARCHITECTURAL PLANS.
6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING SITE PLAN DOCUMENTS AND ARCHITECTURAL PLANS FOR EXACT
BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, DOOR ACCESS, AND EXTERIOR
GRADING. THE ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES. THE CONTRACTOR MUST COORDINATE INSTALLATION
OF UTILITY SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND TO ENSURE THAT PROPER DEPTHS ARE
ACHIEVED. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT INSTALLATION OF ALL IMPROVEMENTS COMPLIES WITH ALL
UTILITY REQUIREMENTS OF THE APPLICABLE JURISDICTION AND REGULATORY AGENCIES AND ALL OTHER APPLICABLE
REQUIREMENTS, RULES, STATUTES, LAWS, ORDINANCES AND CODES AND, FURTHER, IS RESPONSIBLE FOR COORDINATING THE
UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE A CONFLICT(S) EXISTS
BETWEEN THESE DOCUMENTS AND THE ARCHITECTURAL PLANS, OR WHERE ARCHITECTURAL PLAN UTILITY CONNECTION POINTS
DIFFER, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER OF RECORD, IN WRITING, AND PRIOR TO CONSTRUCTION,
MUST RESOLVE SAME.
7. ALL FILL, COMPACTION, AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE EXACTLY AS PER THE
RECOMMENDATIONS PROVIDED IN THE GEOTECHNICAL REPORT AND THE CONTRACTOR MUST COORDINATE SAME WITH THE
APPLICABLE UTILITY COMPANY SPECIFICATIONS. WHEN THE PROJECT DOES NOT HAVE GEOTECHNICAL RECOMMENDATIONS, FILL
AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH THE STATE DOT REQUIREMENTS AND SPECIFICATIONS AND CONSULTANT
HAS NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL.
8. DURING THE INSTALLATION OF SANITARY, STORM, AND ALL UTILITIES, THE CONTRACTOR MUST MAINTAIN A CONTEMPORANEOUS
AND THOROUGH RECORD OF CONSTRUCTION TO IDENTIFY THE AS -INSTALLED LOCATIONS OF ALL UNDERGROUND
INFRASTRUCTURE. THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE, IN ANY RESPECT, FROM THE
INFORMATION CONTAINED IN THESE PLANS. THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN, WHICH THE
CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER IMMEDIATELY UPON THE COMPLETION OF WORK.
9. THE CONTRACTOR MUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PAVED ROADWAYS INCLUDING SANITARY,
WATER AND STORM SYSTEMS, ARE REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL, COUNTY AND OR STATE DOT
DETAILS AS APPLICABLE. THE CONTRACTOR MUST COORDINATE INSPECTION AND APPROVAL OF COMPLETED WORK WITH THE
AGENCY WITH JURISDICTION OVER SAME.
10. FINAL LOCATIONS OF PROPOSED UTILITY POLES, AND/ OR POLES TO BE RELOCATED ARE AT THE SOLE DISCRETION OF THE
RESPECTIVE UTILITY COMPANY, REGARDLESS OF WHAT THIS PLAN DEPICTS.
11. WATER SERVICE MATERIALS, BURIAL DEPTH, AND COVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY.
THE CONTRACTOR MUST CONTACT THE APPLICABLE MUNICIPALITY TO CONFIRM THE PROPER WATER METER AND VAULT, PRIOR
TO COMMENCING CONSTRUCTION.
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: N/A
CAD I.D.: SDO
PROJECT:
�1\
PLANS
FOIA
R EAALT Y
I-OCATI N MJF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
B H LER
O
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
SHEET TITLE:
NO°1 ES
SHEET NUMBER:
cem1®1

CB
5072006E ; "I \\ GRATE=261.96'
67.58' l I, I ^' I \ INV OUT=260.48'
1
TOP RIM=26227" �
CL INV=25262" �\ 0 =26 3
CB
GRATE=262.11 ' \
INV IN=255.72'
INV OUT=255.62' g \
3 < \ MON.
P \ \ `\WELL
\ � E
\E
caw.
O
\\ E
% // l
A"xr -t-
y�
TE=260.59'
�•
A1=259.51' (6
N-259.50' (4
v✓ OUT 259.26'
o'fP
I\ F� � • � �i �1\ � i1
TP,MON \
�•�lo,\ TP
CB (TBI \ X06 • •\\
GRATE -266. \
INV 111V==254.6 \
INV OUT=254. ��" \ •\\ MON. •\�
�1 •\ WELL
STORAGE
BUILDING
N/F
FEDERAL REALTY
INVESTMENT TRUST
D. B. 621, PG 127
P. B. 90, PG. 28
PIN 9799255527
Allj LIMITS OF PAVEMENT
1 •\ \ PATCHING. MATCH EXST.
1 0 �, 1 , \ •�� PAVEMENT SECTION
R11V=276.57'
IRIM=259.70'
NV=271.67'
IN(8 PVC)=255.10'
1 1 ' 1 1 •\ = 1N(8 DIP)=253.20'
RIM=259.89' IN(24 % 251.95' `' d
RIM=259.82'
OUT -251.90' °
/ I I I 1 •\ /N=256.04'
OUT=257.27 OUT=255.94' °
I
0
EX/STING NOTE
I�
I,II
to
PROPERTY
LINE
Ipl
I�
g
AWN
o
�Qa
W
1N=268.78'
SAWCUT
LINE
h
OUT=268.68'
SOILS BOUNDARY
(U ,IIII
Il
0
d
I�
I�
W
UNDERGROUND
WATER LINE
I
MON.
I
WELL
OVERHEAD WIRE
Q10015
0 00
o
WP -10015
--E----£----E----
° d
d
O
I
°
d
a d , 04
STORM
SEWER
I I
d� d 4�
S
° d
I d
° d d ° d
® I d
d °
d ° °/
9
/ 0
I
d
d . d1 dg
°
41 °
I
d ° d
d d ° d
c� _4 DIP
° d
o41/V==26(114'
�4 d
d
° e
° °
,
dd d
\f
1/11/Yol/
0
NIF
FEDERAL REALTY
IIJI%1G9jjF11AjI►j/1:1/`G9I
D. B. 621, PG. 127
P. B. 90, PG. 28
PIN 9799255527
-POOH / OH OH
ST. GAS METER ;
`-EXST.LEC. METER
1
-9/G 26170'11 '
1 1 1
I 1 I I i
;i `\ `\ `\ ` `` `\ \ \\ I no •\ TP \ d
\\\'%%� 2 71 •\ 1-S----
5 24 D/P d i ' i' I `1 \``\ \ '✓\ `�\ -
' / T ` `` `\ lc \\/'^\��\\� �U 2071-X �\ _ 1 '\ `♦Q\ _ ------
` J S SSS �\ d \ \' ' / `` / A°�G \ 1 ; I 1 ;
cl)
RIM=277.27' \ 3L I \ 1 ` `, `\ \ o`\ 7 I I ' 1 ` �Q T U F I
(N)=271.27' \ 1 \ \ \ \ O •� INV-��2.
/N /<
`\ � ` IN 251.9�i' \ \ 1
\ \ �I 1 I I \ \ \ \ \ N \ `
IN(W)=271.27' \ `, \ `\ \ \� \ `\ I \ \ \ \ \ \ 6' -Fo \ o� 18 RCP
y 1TREE ` \ \ \ ` ' 1 '\ \ \\ `\ `\ \ \ `\ \ \ �Fp_
11V(SW)=271.27 `\ \ \ �`\ \ \ i \ `� \ \\ \ \ / \ �- FO
OUT=271.22' - `` `\ \ \\ \ \\ \ \ `\ `\ \ �` \` \\ \ i \ J6' ------------------' ` \ \ ---------
J ♦ \ \ `♦
`-----------
I I I 1
---------------------
----------------
STORA,E: 'Pl SIN L` \\Y $WNT '1 N'1 I I \
` \`---------------\ `1
TH
AS PER r\ \� \2� \ \\ \ \ 1 1 II I \`. �\ ' ' 1 1 \ \♦\ \� \\ \ \ \ \
II
/ I
; 1 ; ----------------
`1 \ `0\ \` \ , I 11 II /'----------------
I I 011 I i 1`11111
\ '
Inl
lul `
------------ \, ; 1 \ 11`11
1 1 � I 1 , 1 , I , --- yI1 -- 1 1 \\
I ' / '// It I'
\ \ \ \ \ I 1 1 1 1
1
, ``♦`� �,1j1 I I I
\ \ \ \ I 1 I I
1
263 111``
till
(V
1 1 1 1 1
\`\ W v
r \
OI
\ `, \ \ , 1 1 1 ; 1 `\ `\ ` \\ ` \\\``♦ ____ ` II / A I I ; `` `` `\ 1 1j111 'I111
v Oul
J
\♦ , 1 , \ � / , I I I I , 1I I \ \ 1 ` \ ` 1 / � I ' ' I 1 1 I"'11 '111y1 I 1 I 1
♦ \ 1 \ \ , I I \ III I I I 1
\ I , IIIII III I I I 1
\\ I \ 1 \ \ \ \ / I I I \ \ \\ \ , \\ , \ 1` \ I � ^� / � � � I 1 ;Ijl `♦ (y) 111111 I I I I I /
I ` \ 111 \ `
\\ ` 1 `\ `` \`\\ `\ `\ \\ - \ i i / o i 1 1 iiii ;iii1 I 1 I I I \
♦ 1 I
\ \\ 00 1111 1 1 I I V
1 \ \ 1\ `\ - i i i 1 W 1i
1 1 au IIIII
R1M=278.25' ` 1 I j 1 ; ; 1 ` 1 , \ \ ^ , `, ---- _ " ' I ul 1i it
1N=270.25'XIST/NG VARIABLE l3�QT \ \ -- i 1 iiii) I Dj
OUT=270.20' mw I I \ , 1 1 STORM DRAINAGLY / 1111
EASEMENT B q
(\ 90, P6\ \ 28)
I I � I � , `, 1 \ \ 1\ \ \ \♦ ♦\ \\ \ \ 01 I 1 � IIIII � 1111 1 I I I 1 � CJ
I ` 1 1 \ \ \ \ Q♦ \ \ O / I I 111
,�\ I I 1 I I I , 1 1 1 , \ \ \ ♦ ♦ \ \ \ - �
\ I I i I � I II 1 , i , I \ \ \ \ \ \ ♦ \ \\ \ \ --- --- / / \ \ 1 I IIIII � 1111 1 ' ' ' ' /
\ 1 I I I 1 I ' 1 I ` ♦ \ \ ♦♦ \\ \ \ \ I \ \ 1 IIII 11111 I I 1 I
I I I
,-G it
,�, 1 1 , 1 I \ \ \ ♦
\ III 111 I I
I I 1 1 \ \ ♦ \ \ \ - \ \ Ipl I I 1 , 1
`\\ i I i � ' 1 I ` 1 ; 11 ; \\ `♦ `\ \\ \ \\ \\ \ ,� ^ \ � � / / � VJ �/ / / IIII ;III 1 1 1 1
♦ I I I I , 1 I ` 1 1 ♦ \ \ \ \ ♦ `\ ``\\� Q \ / / \ IIIII 111, I 1 1 1 1
1
N/F
1
1 \ �� , , 1j11 111 ,1 ; ; ,11
5
/ �' / / o 1111
Zoo FK.DERAL REALTY \ / ,,Il I 1 1 1
' / iii
,;,,1-
♦_-
\
`/2�}�/1��J PG. 127
N/F `\ ; ; ; p ' ; / `\ \ \ \` \\ I \�, P B ✓V 28
FEDERAL REALTY ( l \\ \ PIN 979925OD�LOD�/I -- -
1111
I {111
INVESTMENT TRUST L a -
---------------------�_�
♦` I I I I I I I I 1-, I I / / I 1 \ \ -- --- ,_-' �''''' 'J I II I'lll 1� 1 11 11
D.B. 621 PG. 127
'�------------------'' \111
11 j I 1
P.B. 90, PG 28 f f 1 ! 1 ( 1 I ( 1 - 0 1I
I /' � I ' I �
PIN 9799255527 (( 1 ,' ,' 1 ( ! I ;
\`________________________-- IIII
-___' _____
---- 256
it
�_-\
M
1�„pIP
------------------------------
___-
Q
�♦ I I l / l l ' ' l I I / � O $ 1111
STREE
' I l' IIII
I i i , i i i i i 3 i i i r_- X11
RIM=259. I I'
' I I ' 1 1 ' ' / ' / N , 1 I 1�^ `♦ I
1 I l l I l l 1 I v J \ I 1 111 I I 1
10 �=253.06' lqu ;11; I RIM -'259.79'- 259.79'
124 )=251.43'
\ I I 1 I Ii /'l Ii Ii Ii l'I /ll /li/ �l N�1 ; 11 1 I 1I I 1i ♦ `\ I1 II Iill 11,� I I
/N(4��2
5439'
OUT=251.41' ijii /N(6)xi254.59'
1
O 3.79
OUT,
11
IIII 1111 I I
\ \ I I I I I � I , , / ; 1 `, 1 I II ; `♦ 1 I� ;�;; \ I�I1 I 1 1
Od d
° ° I' i i \��,' j' i I l I jl ,� / � / / I 1 I i i / � I � I'lll \ '•'111 I ' 1
A
A
EX/STING NOTE
I,
I,II
d
PROPERTY
LINE
Ipl
R/M=280.68' a
INV=258.35'
O
CONCRETE CURB &
GUTTER
1N=268.78'
SAWCUT
LINE
OUT=268.68'
SOILS BOUNDARY
(U ,IIII
Il
d 4
3
d
-X----X----X----
W
UNDERGROUND
WATER LINE
A
°d�
A °N
W i11i1
pH
OVERHEAD WIRE
-Ay----Ay--
E
ELECTRIC LINE
H:\2017\NCR172083\DRAWINGS\i - PHASE I\PLAN SETS\NCR172083 SSO.DWG PRINTED BY: ERIC.BLOCHER 2.20.19 @ 4:53 PM LAST SAVED BY: ERIC.BLOCHER
I 1
11, I I
nl I
111 I
11, I
1111 I I
IIII / I
IIII I
11a / I
1111 I
1!II I
DEMOLITION LEGEND
EX/STING NOTE
TYPICAL NOTE TEXT
DEMOLITION NOTE
�z
PROPERTY
LINE
ADJACENT
LOT LINE
a
w
O
CONCRETE CURB &
GUTTER
------
SAWCUT
LINE
SOILS BOUNDARY
(U ,IIII
Il
LIMITS OF
DISTURBANCE
LOD LOD
CHAINLINK
FENCE
-X----X----X----
W
UNDERGROUND
WATER LINE
0
UNDERGROUND GAS
LINE
W i11i1
pH
OVERHEAD WIRE
-Ay----Ay--
E
ELECTRIC LINE
--E----£----E----
T
UNDERGROUND
TELEPHONE
STORM
SEWER
M
i
SANITARY SEWER
MAIN
HYDRANT
UTILITY POLE/LIGHT
0
SANITARY
MANHOLE
JSTORM
MANHOLE
STORM INLET
WATER VALVE
®
TREE
BOLLARD
o
-o-
SIGN
v
-
COMMUNICATION
LINE MARKER
TELEPHONE PEDESTAL
GENERAL D EMOLITION NOTES:
1. THIS PLAN REFERENCES DOCUMENTS AND INFORMATION BY:
TOPOGRAPHIC SURVEY
STEWART ENGINEERING
421 FATETTEVILLE STREET
RALEIGH, NC 27601
2. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE
REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF
1970, (29 U.S.C. 651 et seq.), AS AMENDED AND ANY MODIFICATIONS,
AMENDMENTS OR REVISIONS TO SAME.
3. BOHLER ENGINEERING HAS NO CONTRACTUAL, LEGAL, OR OTHER
RESPONSIBILITY FOR JOB SITE SAFETY OR JOB SITE SUPERVISION, OR
ANYTHING RELATED TO SAME.
4. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION
ONLY, REGARDING ITEMS TO BE DEMOLISHED AND/OR REMOVED. THE
CONTRACTOR MUST ALSO REVIEW THE OTHER SITE PLAN DRAWINGS AND
INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY
FOR THE CONSTRUCTION OF THE NEW SITE IMPROVEMENTS.
5. CONTRACTOR MUST RAISE ANY QUESTIONS CONCERNING THE
ACCURACY OR INTENT OF THESE PLANS OR SPECIFICATIONS, CONCERNS
REGARDING THE APPLICABLE SAFETY STANDARDS, OR THE SAFETY OF
THE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON
THIS PROJECT, WITH BOHLER ENGINEERING, IN WRITING, AND
RESPONDED TO BY BOHLER, IN WRITING, PRIOR TO THE INITIATION OF
ANY SITE ACTIVITY AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION
ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE
REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL
APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS, RULES,
REQUIREMENTS, STATUTES, ORDINANCES AND CODES.
6. PRIOR TO STARTING ANY DEMOLITION, CONTRACTOR IS RESPONSIBLE
FOR:
A.OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON
SITE FOR REVIEW BY THE ENGINEER AND OTHER PUBLIC AGENCIES
HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJECT,
SITE WORK AND DEMOLITION WORK.
7. THE LOCATION OF EXISTING UNDERGROUND UTILITIES AS INDICATED ON
THE PLAN IS APPROXIMATE. FIELD LOCATE ALL UNDERGROUND EXISTING
UTILITIES LOCATED IN THE AREA OF WORK PRIOR TO THE
COMMENCEMENT OF CONSTRUCTION. CALL "NC ONE CALL" PRIOR TO
CONSTRUCTION FOR ASSISTANCE IN LOCATING EXISTING UNDERGROUND
UTILITIES. SUBSURFACE FEATURES ARE SHOWN IN AN APPROXIMATE
LOCATION. CONTRACTOR IS RESPONSIBLE FOR SUBSURFACE UTILITY
EXPLORATION TO DETERMINE UNDERGROUND UTILITY LOCATIONS AND
DEPTH.
8. ALL SIDEWALKS AND CURB AND GUTTER SECTIONS SHALL BE REMOVED
BY SAWCUTTING THE NEAREST CONTROL JOINT AWAY FROM THE
LOCATION DESIGNATED FOR REMOVAL ON THE PLANS. EXISTING
PAVEMENT SHALL BE SAWCUT IN ALL LOCATIONS WHERE ABUTTING NEW
PAVEMENT OR CONCRETE.
9. COORDINATE ALL UTILITY REMOVAL, RELOCATION, & ABANDONMENT WITH
THE APPROPRIATE UTILITY SERVICE PROVIDER. CONTRACTOR IS
RESPONSIBLE FOR MAINTAINING ALL UTILITY SERVICES TO ADJACENT
PROPERTIES DURING ALL PHASES OF CONSTRUCTION.
0
N
0
ISI
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: 1" = 20'
CAD I.D.: SSO
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I-OCATI'ON OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
0000LFJ�
IENGENIElEI NNG NC, IPDL L,C
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
I -SHEET TITLE:
EXISTING
CONDITIONS
PLAN
SHEET NUMBER:
C-2001
wa
Wa
a
�z
�z
a
w
O
W
z
Ln 1i
�W
(U ,IIII
Il
20
10 5
0 20
N 1;111
1 11
IIII
I
I
I
W i11i1
i
1 "=
20'
M
i
ISI
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: 1" = 20'
CAD I.D.: SSO
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I-OCATI'ON OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
0000LFJ�
IENGENIElEI NNG NC, IPDL L,C
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
I -SHEET TITLE:
EXISTING
CONDITIONS
PLAN
SHEET NUMBER:
C-2001
wa
Wa
a
�z
�z
a
w
O
W
z
�W
ISI
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: 1" = 20'
CAD I.D.: SSO
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I-OCATI'ON OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
0000LFJ�
IENGENIElEI NNG NC, IPDL L,C
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
I -SHEET TITLE:
EXISTING
CONDITIONS
PLAN
SHEET NUMBER:
C-2001

5072006E I "I \\ GRATE=261.96'
67.58'l m INV OUT=260.48'
o I I \ a
TOP R1M=26227"�
CC INV=25262"
I
\ O
n � \m \ AG�'4 C • G G C�
o A vr+ \ COAV RW O /7)v
G ATE=262.11
INV IN=255.72'
INV OUT=255.62' STORAGE
\ \�
WELz \\ BUILDING
V \ \ ASPHAU 11
_2 PROP �N \ \ PROP 6" 0 PIPE (16 LF)^B
�01 7=260.59'
) N-259.51 ' (6
o N-259.50' (4
% It�,v✓ OUT=259.26'-------
o
PROP 15" 0 PIPE (34 LF)
00
TP
PROPOSED STORM
STRUCTURE. SEE \
DETAIL C301.8. o �o
�- k
-PROP. MANHOLE
`RIM ELEV. = 261.05'
INV. IN = 258.80' (15")
INV. IN = 258.30' (6")
\ INV. OUT = 258.20' (15")
TP \
\ PROP
15-0 PIPE (126 LF)
-4\
N/F
FEDERAL REALTY
INVESTMENT TRUST
D. B. 621, PG 127
P. B. 90, PG. 28
PIN 9799255527
\I
ASA,�gU j LIMITS OF PAVEMENT ♦ ` \
1 1 \
\ PATCHING. MATCH EXST.
PAVEMENT SECTION
R/M=276.57'
INV=271.67
1
I 1
RIM=259.89'
I) �\ \ RlM=259.82' /N=256.04'
OUT=257.27'� OUT=255.94'
RIU=277.27' \\\ 3LI ` '\\\ `\\\ \ \\\\\ T
/N(N)=271.27' \ \ \ , 1 \-
\ \ \ \ \ \ N
IN(W)=271.27'
11V(SW)=271.27'
OUT=271.22'
\ o
S S \ \ \ \ 'N\
5
,
AS \
PER P:"" \
`\ ♦ \ \\ `\ `\ I 1 O \ \ `\ `\ `\ `\1 i 4 I i d
\ 1 1 1 I
r \\ `\`\ ' 1 i I i it
\ I V I I I
it it
, I' '1
�\ I
If
It
If
ul
♦ , , , , / , I 1 1 I , I I \
`♦ , 1 \ I I , I I 1\'11 , , \ \ \ \ \ \
♦ 1 1 \ / , I I I , \ ` 1 ` \ `\
R11V=278.25' `♦ I I I I I 1 11 i ; `I 1 ; 11 1 `\\ \ `I \, `\ `\
I I I \
PROP 15" 0 PIPE (10 LF)-\
'4'Z
PROP. END SECTION
INV. OUT = 257.50'(15")
G 257.50
G257.50
PROP. OUTLET STRUCTURE
RIM ELEV. = 258.50'
INV. OUT = 256.50'(15")
PROP.
UNDERDRAINS
1N=270.25 ♦ \ i i i 0 1 `\ I \ it 1\ 111 �XISTING �Tt 4kLLr\ lT \
OUT=270.20' mw i ; I 1 \\ 1 1 \ \ \ S_ INA
` 1 EAS
``, \, \ 111 ;1
I I I 1 1 \ ,
11 \\ \\ \\ \ \ \ ``-�--
`♦ 1 \ \ \ \ \ \ \ \ \ \ O\
�O
♦ I \
♦ I I I I , 1 1 � , , / I I 1 , \ \
I
0
I�
to
g
�Qa
o W
h
0
I�
I�
I
MON.
I WELL
Io
° d
I I ° d0
A
°
I o O d d d
I I d$ d
S ° d
I d
A
° d ° d
® I d °
d
d ° °I
I/ O 9 d d A d' dg
°
d' ° ° ° d
Q� I _4 DIP
, ° d a d° d
oWV==26[114' °I d d
RIM==259.70' I a
IN(8 "PVC)=255.10'° d d- °
IN(8 DIP)=253.20'
IN(24 J=251.95'
A dd d 1�
OUT=251.90' 1
I SII ��O�P�
b -
NIF
FEDERAL REALTY
D. B. 621, PG 127
P. B. 90, PG. 28
PIN 9799255527
_\ _
:!,ZtFO.
FO� ElFOOH/ OH OHST. GAS METER ELEMETER
A
1
-9/G 26170''1 ,
• I I 1
I
0%
\`� \
FO
\ I
° ( / ♦ / A 1 I I
lN1si:251.9�i'
p� 18 RCP / `, 11 ' ,,g `� �`; �� ��`; �♦� \ �`� `, ; ; 1
\ \\ \; \\`\ `♦`� ♦ \ I I I ' I -------------
I
CONNECT PROPOSED 15" PIPE ♦`:� ;`,\ I
AT INVERT ELEVATION OF 255.94'.--
\
G 257.50
'---------------\
1 \
p
f
2
63
/IV
I I I I IUII III 1 1 1
Ilp; 1 1 1
I 1 \ I I 411 1 11 1 1 1
1 \ \ I qll I IIII \ \ \
C', O
, 1
t,
1 0
I J / i I I I I ; 111111 1'1'11 I I I 1 1 /
00 (9 11 �// , I 'I II ,1 I I 1111111♦ '1111111 'I II 11 II
' ' I
LLQ N ' I I I I 11111 ♦ 1111111 I I I I
`� I � ��`ti /% \ I ; � I IIII `♦ � I IIII I 1 I I I
I D / I , , I 1 11111 ♦\ N 111j11 1 1 I I % /
O Iljlll II 'I ; I I I `
I
1111
to I V
CV / I I ' I iliiLLJjl�l I I 1 I
fill
In
7.50 cli61\ I I I „III I;; I I I
_' 1 I 1 411 II 1 1 1 I
I I \ 1111 �, 111 I I I 1 I
OO/ CD III I 1 1 I
\ IIII I 1 I 1 I
I \ \ I IIII 11111 I I ' I I
oQ
�, � / �✓ ,/ ; ; IIII IIII 11 '1 � 11
/ / 11n1 til' I 1 1 1
127 o I / r n 11
H _ \/ / IIII------
P.
I 1 I I `�-
N F 1 1 1 ( ! 1 \ P.B. YY, 28 I 1111
/ /
�` i i I ' i i 1 ; ; i i i ' ` `\ ` �` OD ��---------''�� ,' / i ilii) Ipl 1 1 �\``
(�LOD�/ ,,_ ; ;
I PIN 979925552 111
FEDERAL REALTY ; ; ; \ a
INVESTMENT TRUST1111 II'll 1 1
I I
f� I I 11111 IIII 1` 11
\ i IIII III11 1
05621 PG 127 \ 1
\ I I I I ; 1 1 I I-� 1 �'\ I \\ -�------------------
P.B. 90, PG 28
PIN 9799255527 \ ; ; ; 1I ;' 1"(1,
; ; I
O
^ ISTREE
� / Z II 1 1 i ; `♦
A
A
� 8 RAE
A
INV=258.35' I I I
R/M=280.68'
1N=268.78'
OUT=268.68'
A 8 i d d
I
3 „ I
I
/ I
A 1 I
H:\2017\NCR172083\DRAWINGS\i -PHASE I\PLAN SETSXNCR172083 SSO.DWG PRINTED BY: ERIC.BLOCHER 2.20.19 @ 4:53 PM LAST SAVED BY: ERIC.BLOCHER
I
I
I
I
I
1
1
I
I
I
i
---- 256
__________________________
111111
I/ / / 110"pIP 1CI 111;1
II ,
S /1111 IIII I 1
I R1M=259.11 '
/1 10�=253.06' I Ii;ii I IIIA I f R/M 259.79'
l 24 �=251.43'Iiii I'ii I IN(4=254, J9'
1
TOUT=251.41' S / ;II I IIII I i /N(6L254.59'
OUT-,253.79' i
IIIII VIII I I I
III" \ 1111 I 1
O 'III 1111 I I I
0 1111 Il'II I I
I I IIII
(IIII
IIII
/ Ipl
IIII
/IIIIVIII
/ y I
J I IIII
IIII
/ IIII
,i Ipl
/ All
IIII
00 / I IIII
/ 11,11
I /
I IIII
` Ilqu
1 o `\ hili
I
I
I
I
I
I
I
I
I
I
I
I
1
I
I
I
I
I
I
I
I
I
I
I
GRADING NOTES
1. STORM AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND/OR
MANHOLES STRUCTURE TO CENTER OF STRUCTURE.
2. SEE SHEET C-0.1 FOR ALL GENERAL GRADING & UTILITY NOTES.
IT IS RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING
CODE OFFICIAL PRIOR TO COMMENCING WORK.
GRADING LEGEND
EXIST/NG NOTE
TYPICAL NOTE TEXT
PROPOSED NOTE
�z
CONTOUR & ELEVATION
601
LIMITS OF DISTURBANCE
LOD LOD
1 "=
UNDERGROUND
WATER LINE
UNDERGROUND
ELECTRIC LINE
UNDERGROUND
GAS LINE
OVERHEAD
WIRE
UNDERGROUND
TELEPHONE LINE
STORM
SEWER
SANITARY
S J
SEWER MAIN
SANITARY
MANHOLE
STORM
0
MANHOLE
WATER
VALVE
CURB
❑e
INLET
CLEAN
O
OUT
M
W1
0
20
10 5
wa
IT]
0 20
�z
�z
a
w
1 "=
20'
ISI
W �
LL
z z
z
a" z
a z
DO z F �
Z b
CC CCCC
cc P. R.
W F -I
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: 1" = 20'
CAD I.D.: SSO
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I-OCATI'ON OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
000LZ
IENGIINIE]E NNG NC, EDLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
SHEET TITLE:
GRADING AND
DRAINAGE
PLAN
SHEET NUMBER:
C-3001
wa
IT]
a
a
�z
�z
a
w
O
W
z
�W
ISI
W �
LL
z z
z
a" z
a z
DO z F �
Z b
CC CCCC
cc P. R.
W F -I
REVISIONS
REV DATE COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: 1" = 20'
CAD I.D.: SSO
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I-OCATI'ON OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
000LZ
IENGIINIE]E NNG NC, EDLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
SHEET TITLE:
GRADING AND
DRAINAGE
PLAN
SHEET NUMBER:
C-3001

Ift, IMM -11M
OUT=257.27' � 0", ,�F
PROP 15" 0 PIPE (10 LF)--,\
caIv,
24 D/P
PROP. END SECTION �
\\� 54.2? \\ \\ \\
\\ TP INV. OUT = 257.50I (15II
)
'�O
'I
PKF
257.50
G 257.50
/ ;
`9 I1 I
\ L ��,, \ 111 \ \ \ , , \ \
j0° YR STOl vW✓t?ME`1'AJ'\`1,SEENTh7/Jl� �,1\ I G 257.50
(WIOTH.�
\ AS PEl� F �r-\
\ \ \ \ \ \ c-0
\0'T
\ 1 N I
\\\ I1N
\ I I I 1 I I I 4
0
1 \ \
1
\ 1 1
\
\ o
\ 1
1 1
I
\ 1 I
� 1
, I
I
p I I I I 1� LCA 1 1 fN
I 111 ` 1 1 I I I I ; 1, I; 1,I ; C,
\
I� N 1; 11` `I; 'II 1 \`
� I \\
``
„ 1 1 \ I
1 1 1 , 1
I 1 1 I \ \ ,
11 i
\\ 1 1 1 1IIII
I 1 \
O
11 `\
I I I I 1 1 11 \I `\ \ ^ \I `\ \\ cn
EXISTING �l>�E7L9\ T
STORM AIA,
I 1 I I `\ \\ ; 1 , ,,\\ \
\\ 1I
, \\\` (T� B. 90,
`, \
PROP. OUTLET STRUCTURE
RIM ELEV. = 258.50'
INV. OUT = 256.50'(15")
PROP.
UNDERDRAINS
,
OP
d
I
CONNECT PROPOSED 1511 PIPE
\` I
AT INVERT ELEVATION OF 255.94'.
G 257.50
1 \
�- --,
,\\\, \ \ \ \
\ \ \ \
11
\11 -•.
\ \ \'11;� \
I 1 1 \ \ \ I 1 ` \ i \
263
\
1 I I I
I I
1 \ 1 1I
1\ \ 1
1 I
1 I I I
\ I
I
1 I 1
I 1 ,
� III
1 I I
I I I
,11, I I 1
�1��j j \\`1IIil11 I I 1 1
111
o I I I \\ I I I 11111 IIIIII I 11 1
p I 1 I I 11111 � ILII, 1 1 1
i i i iiiill ili;ll 11 '� 1�
;IIIII
i
IIIIII \\
1i 7 \ i/ I 111 it it I I Jill IIII Ii
,..,( I I 1 1
i 7 I I I j I 'III' 111'1111 I
i l i iiiill ilJill l
G 257.50 N N
LL 1111
/ j '1 1 I 11111
G 257.50lilt
Jill
I I I Illll
N I iiii
LL
co
I
' I 1 11111
G 257.50 C-0
GV
O • I \ I IIII
�J / \\ `\ I I IIIII
\ \ 1111
\\ 1111
; 1 11 \ \\ . \` \ \ \\ � % IIIII
�i i l l i I I i1i ' 11 I ` \ `, `, \ \ n / r nu
,' g , / 'IIII
-T
it
IIII
, , PG. 1 I ' 1 ' ; ; ! ; I \ `� `\ 1
/ I \'
I 1 1 , , l l l \
( 1 `\\ \ `\ \`\ '`. QC ---
--
--------- � IIII
P B �'
I
PIN 919,925552 - _/ fI111
, I I----------------------_-
�'-----------------
-''
I ----------------------------------
-------------- 256-
114"
56
o \ 1i11
-��___________________________�'' y
114" X 2" FLAT STEEL
RAME
12" ALUMINUM
" O.C. EACH WAY
X S LOCKING
CCESS HATCH
1/2" ALUMINUM PEAK ROOF
8" O.C. EACH WAY
2 CV
❑❑I IILJLJ LJII I❑ 00
fLJ 24" -
SIDE VIEW SIDE VIEW
C301.1: TRASH RACK DETAIL IMPERMEABLE HDPE LINER TO
NOTE: TRASH RACK SHALL BE BOLTED TO THE TOP OF THE
STRUCTURE WITH STAINLESS STEEL HARDWARE.
NOT TO SCALE
TOP OF RISER ELEV. = 258.50'
STEPS ON INSIDE OF RISE
UNDERDRAIN INVERT ELEVATION = 256.00'
FORMED INVERT
a d
d d
G d G
a
d �
d d
FILCWITH CONCRET4-
a TO INVEF�T ELEV.
A d
d
d d °
G d
a
d ° d
a a � ° d
BE EXTENDED TO ELEVATION
310.00' AROUND THE BIO
RETENTION AREA
PROPOSED SOD
CAPPED CLEAN-OUT PIPE
m
W 1111
�0 i Ii'1
00 Ili iil
11 1
,IIII
\ IIIII
LU
11'111
IIII
zDLn
I IIII
I
IlI1II /
11 /
IIIII /
1111 � I I
1111 1 I
p 11 1 I
111 I I
C(:)) I I 1
11 1 1
Ilj l
1I1pl I
III I 1
I I I
I I I
I I I
I I I
I I 1
IIII` 1
I
I,II 1
I I
1111
I
I,II 1
I
IIII
IIIII I
IIII
I
III I
I I
ill
III I
III I
IIII I
III I
IIII
IIII
I�1I
II)�I
SCM NOTES
+
*+*+*
PROP. RECTANGULAR WEIR
BIORETENTION SOIL MIX
1. REFER TO GENERAL NOTES ON SHEET C-1.0
ELEV. = 259.75'
TOP OF RISER TOP OF RCP BOX
1. THE SOIL SHALL BE A UNIFORM MIX, FREE OF STONES, STUMPS, ROOTS, OR OTHER SIMILAR OBJECTS LARGER THAN
2. NO PLANTINGS OF ANY SORT SHALL BE PERMITTED WITHIN SOF THE RISER STRUCTURE.
ONE-HALF INCH IN DIAMETER. NO OTHER MATERIALS OR SUBSTANCES SHALL BE MIXED OR DUMPED WITHIN THE
Y DEEP
BIORETENTION AREA THAT MAY BE HARMFUL TO PLANT GROWTH, OR PROVE A HINDRANCE TO THE PLANTING OR
3. APE CERTIFICATION WILL BE REQUIRED AT TIME OF SCM AS -BUILT.
MAINTENANCE OPERATIONS. THE SOIL SHALL BE FREE OF BERMUDA GRASS, JOHNSON GRASS, QUACK GRASS, MUGWORT,
THICK.
NUTSEDGE, POISON IVY, CANADA THISTLE, OR OTHER NOXIOUS WEEDS.
BIORETENTION BACKFILLING SEQUENCE
LENGTH
OUTLET
2. THE CONTRACTOR SHALL PROVIDED A HOMOGENOUS BIORETENTION SOIL MIX 75-85 PERCENT BY VOLUME SAND (USDA
1. BIORETENTION MEDIA SHALL NOT BE INSTALLED UNTIL THE ENTIRE SITE IS FULLY STABILIZED.
SOIL TEXTURAL CLASSIFICATION 8 TO 15 PERCENT FINES SILT AND CLAY AND 5 TO 10 PERCENT ORGANIC MATTER SUCH
) ( )
W1
AS PEAT MOSS). THIS CAN BE ACCOMPLISHED BY USING THE TWO COMPONENTS LISTED BELOW THAT MEET ASTM
2. UNDERCUT BIORETENTION AREA TO NECESSARY DEPTH (SEE BIORETENTION AREA CROSS SECTION).
STANDARDS:
3. PLACE UNDERDRAIN PIPES AND GRAVEL JACKET LAYER. UNDERDRAINS SHALL BE PLACED ON 3' WIDE SECTIONS OF
A. SANDY LOAM TOPSOIL - 35%
FILTER CLOTH. ALL ENDS OF THE UNDERDRAIN PIPES SHALL TERMINATE WITH A CLEANOUT. CLEANOUT PIPES SHALL BE
B. COARSE SAND - 65%
PROVIDED AS SHOWN ON THIS PLAN.
+
+ + +
NOTES:
4. PLACE WASHED SAND PER THE BIORETENTION AREA CROSS SECTION.
CLAY PERCENTAGE SHALL NOT EXCEED 8%
+
SILT PERCENTAGE SHALL NOT EXCEED 12%
5. PLACE LAYER OF SOIL MEDIA (PER SOIL SPECIFICATION) TO ELEVATION SHOWN. PLACEMENT OF THE SOIL IN THE
SILT AND CLAY PERCENTAGE SHALL NOT EXCEED 12%
BIORETENTION AREA SHOULD BE IN LIFTS OF 18" OR LESS AND NOT COMPACTED AT ALL..
PHOSPHOROUS INDEX SHALL BE BETWEEN 10 AND 30
+
PERMEABILITY - 2" PER HOUR MINIMUM
6. INSTALL SOD IN BOTTOM OF BIO RETENTION AREA AND ALONG THE SIDE SLOPES AND BERM. SOD SHOULD BE A HYBRID
+ +
BERMUDAGRASS AS INDICATED IN THE NCDEQ EROSION CONTROL MANUAL (SECTION 6.12A).
3. THE CONTRACTOR SHALL TEST THE SOIL PRIOR TO PLACEMENT TO ENSURE THE FOLLOWING CRITERIA ARE MEET:
BIORETENTION COMPACTION NOTICE
A. pH RANGE -5.5T06.5
B. ORGANIC MATTER - 1.5% TO 5%
+ +
C. MAGNESIUM - 35 LB/AC
1. CONTRACTOR SHALL MINIMIZE THE COMPACTION OF THE REQUIRED BACKFILL. WHEN POSSIBLE, CONTRACTOR SHALL
D. PHOSPHOROUS P205 100 LB/AC
USE EXCAVATION HOES TO REMOVE THE ORIGINAL SOIL. IF THE BIORETENTION AREA IS EXCAVATED USING A LOADER, THE
E. POTASSIUM K20 - 85 LB/AC
CONTRACTOR SHALL USE WIDE TRACK OR MARSH TRACK EQUIPMENT, OR LIGHT EQUIPMENT WITH TURF TYPE TIRES.
F. SOLUBLE SALTS NOT TO EXCEED 500 PPM
2. WHEN BACKFILLING THE BIORETENTION AREA, PLACE SOIL IN LIFTS OF 12" TO 18". DO NOT USE HEAVY EQUIPMENT
4. THE FOLLOWING TEST FREQUENCIES SHALL APPLY TO THE ABOVE SOIL CONSTITUENTS: ALL BIORETENTION AREAS
WITHIN THE BIORETENTION AREA. HEAVY EQUIPMENT CAN USE USED AROUND THE PERIMETER TO SUPPLY SOILS AND SAND.
SHALL HAVE A MINIMUM OF ONE TEST PER 200 CUBIC YARDS. EACH TEST SHALL CONSIST OF BOTH THE STANDARD SOIL TEST
GRADE BIORETENTION MATERIALS WITH LIGHT EQUIPMENT SUCH AS A COMPACT LOADER OR A DOZER/LOADER WITH MARSH
FOR pH, PHOSPHOROUS, AND POTASSIUM AND ADDITIONAL TESTS OF ORGANIC MATTER AND SOLUBLE SALTS. A TEXTURAL
TRACKS.
ANALYSIS IS REQUIRED FROM THE SITE STOCKPILED BIORETENTION SOIL. SHOULD THE pH FALL OUT OF THE ACCEPTABLE
+ + +
RANGE, IT MAY BE MODIFIED (HIGHER) WITH LIME OR (LOWER) WITH IRON SULFATE PLUS SULFER.
BIORETENTION MATERIAL SPECIFICATIONS
5. IN-SITU PERMEABILITY TESTING MUST BE PERFORMED AFTER INSTALL.BIORETENTION WILL NOT BEACCEPTED WITH A
OF OF
I I -III-
PERMEABILITY LESS THAN 2" PER HOUR. A MINIMUM TWO TESTS PER BIORETENTION IS REQUIRED.
1. THE GRAVEL LAYER SHALL MEET THE STANDARDS SET FORTH IN ASSHTO-M-43. THE GRAVEL SHALL BE A POORLY
GRADED MATERIALS WITH AN AVERAGE DIAMETER OF 0.25" TO 0.75".
+
+
2. THE WASHED SAND (SIZE = 0.02" TO 0.04") LAYER BETWEEN THE SOIL AND GRAVEL LAYER SHALL MEET REQUIREMENTS
+
+
OF ASTM -C-33.
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
3. THE UNDERDRAIN PIPING FOR THE BIORETENTION AREA SHALL BE 6" SCH 80 PVC. THE PIPE AND FITTINGS SHALL MEET
THE REQUIREMENTS OF AASHTO M-304. PERFORATED PIPE SHALL CONTAIN CIRCULAR PERFORATIONS MEETING AASHTO
M-304. CLEANOUTS SHALL EXTEND 6" ABOVE FINISHED GRADE.
W
'00
20 10 5 0 20
1 "= 20'
EXISTING 48" RCP PIPE -
INV. ELEV=254.0'
I -III -III III
-I I Md I I -I I I
+
*+*+*
PROP. RECTANGULAR WEIR
APRON
+++++++++++++++++++++++++++++++++++++++++
ELEV. = 259.75'
TOP OF RISER TOP OF RCP BOX
4'x 4'
INITIAL
TERMINAL
Y DEEP
257.50'
PIPE DIA PIPE
STONE
THICK.
WIDTH
WIDTH
LENGTH
OUTLET
Pd SLOPE
DIAMETER
d
W1
III III -III -III -I
- I I -III -III -I
1 -III -III III+++++
I _
II -III -III_
+
++
+ +
(IN)
+
++++++++++++++++++++++++++++++++++++++++
+
+
+
+ + +
+ + + + + + + + + + + + + +
+ + +
+ +
+
+ +
+
+
+
+ +
+
+
+ +
+ +
UNDERDRAIN INVERT -
-I I I I 11:
++++
++++++++.
+ +
+ +
+ +
+ +
+ + + + + + +
+ + + + + + + + + + + + + + + + + + + + + + + + + + + +
+ + + + + +
+ + +
+ +
+ + + +
+ +
+ +
+ +
+ + + + +
+ +
+ +
+ + +
+ +
(THROUGH RISER) OUTFALL UPSTREAM
I I -III-
++
+
+
+ +
+
++++++++++++++++++++++++++++++++++++++++++
+
+
+
+
+
+
+
+
+ + +
+ + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + +
+ + +
+ +
+
+
+
+ +
+ +
+
+
+
+
+
+
+
+ + +
+
+
+
+
INVERT
d
_ _-III_
-III-III III+++�
_
_
III -III -III_
+
+
+
+ +
a
++++++
+
+
+
+
+
+
+
+
+ + +
+ +
36" FILL SOIL MEDIA
+++++++++++++++++++
-
+
+
+ +
+
+
+
+ +
+ +
+
+
+
+
+
+
+
a
° 44 I -III _ _ _
d _
a
III - II- III -III
++
+
+ +
o
°°
+++++++
+
+
+
+
+ +
°
MIX: 75-85 /o MEDIUM TO COARSE WASHED
SAND
+
++++++++++++
+
+ +
+
+
+
+ +
+
+
+
+
a
-III-III III
_
++
+
+
+ +
+
_
U
+++++++
+
+
+
+
+
+
+
+
+ +
+ + +
°
8-15 /o FINES (SILT AND CLAY)
+
++++++++++++
+
+
+ +
+ +
+
+
+
+
+
+
+ +
+ + +
+
+
+
+
+
+
+
U
d
�g a I -III III -III -III _
R&R
_
-III-III-III_
+*+++
J
*+++*+++*++++
5-10%ORGANIC MATTER (PINE BARK FINES)
+++++++++++++++++*+++*++
+
STRUCTURE III- I I -III -III -I
-III-III III
+++Q
+
+
++++++
+
+
+
+
+ + + +
+ + + + + + + + + + + + + +
+ + +
++++++++++++
+
+
+ +
+
+
+
+ + +
+
+
+
CO
d I -III III -III -III -I
d
_
_
III -III -III
+
++
+ +
o
+
++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++
+
+
+
+ + +
+ + + + + + + + + + + + + +
+ + +
+ +
+
+ +
+
+
+
+ +
+
+
+
_ +
U
a
_
a a III -II-III-III-III
-III-III III++++++++o
J....
+
++++++++++++++++++++++++++++++++++++++
+
+ +
+
+
+
U) +
J
°I -III III -III -III -I
I+++
+
+
(n
+
+
+
+
+
+
+
+
+ + +
+ + + +
+ + + + + + + + + + + + + +
+ + + + + + + + + + + + + +
+ + +
+ + +
+ +
+
+
+
+ +
+ +
+
+
+
+
+
+
+ +
.......
+ +
+
+
+
+
+
+
+
d
d a °d
gt�i III
+
+++
+
+++++++++++++++++++++++++++++++++++++
+
+++++++++++++++++++++++++++++++++++++
+
+
+
+ + + +
+ + + + + + + + + + + + + +
+ + +
+
+
+ +
+
+
+
+ + +
++
+II
+
+
a
-_ -_ - I -III III -III -III -I
I -III -III-+
+
+
+
+++++++++++++
+
+
+
+ + + +
+ + + + + + + + + + + + + +
+++++++++++++++++++++
+ + +
+
+
+ +
+
+
+
+ + +
+
+
+
o
CO
II-III-III-III-III-II-III-III-III-
o°o°o°o°o°o°o°o°o°o°o°oPo°o°o°o°o�o°o°o°o°o°o°o°o°o°o°o°o°o°o°o°
MIN. 3" WASHED STONE ABOVE AND ON EACH SIDEOFPIPE III -172"
I III IIII III III III -I
PEAK ROOF TRASH RACK WITH 2'x3' DISTANCE TO WATER TABLE: PER GEOTECHNICAL INVESTIGATION REPORT PERFORMED WASHED SAND I I -I I I III I III I -
ACCESS HATCH CENTERED ON BY ECS, THE SOIL AND GROUNDWATER CONDITIONS ENCOUNTERED SHOW THAT A
STEPS, BOLTED TO RISER SEASONALLY HIGH WATER TABLE OR PERCHED WATER TABLE IS WITHIN 2 FEET OF THE I I-
EXISTING SURFACE. REFER TO THE STORMWATER MANAGEMENT REPORT. FOR THIS
REASON AN HDPE LINER HAS BEEN PROVIDED. 4" 0 PERFORATED PVC
UNDERDRAIN.
C301°2° CROSS SECTIV)l
EACH SIDE
"0 -RING" GASKETED
HDPE
,-4'X4' PRECAST RC BOX (ONE PIECE CAST)
0301.1 RISER STRUCTURE DETAIL
' NOT TO SCALE
H:\2017\NCR172083\DRAWINGS\i -PHASE I\PLAN SETS\NCR172083 SSO.DWG PRINTED BY: ERIC.BLOCHER 2.20.19 @ 4:53 PM LAST SAVED BY: ERIC.BLOCHER
NOT TO SCALE
10' LONG
f 1
FRONT ELEVATION
EACH SIDE
"0 -RING" GASKETED
HDPE
PROP. 15" HDPE OUTLET
CULVERT ELEV=258.50'
PROP. INLET BOX EXISTING 48 R
NOT TO SCALE
C301"8a PROP. STORM
STRUCTURE DETAIL
OUTLET PIPE
PROP. RECTANGULAR WEIR
APRON
SEE PLAN VIEW
ELEV. = 259.75'
TOP OF RISER TOP OF RCP BOX
4'x 4'
INITIAL
TERMINAL
Y DEEP
257.50'
PIPE DIA PIPE
STONE
THICK.
WIDTH
WIDTH
LENGTH
OUTLET
Pd SLOPE
DIAMETER
d
W1
WZ
i
NO.
(IN) (FT/FT)
10' LONG
f 1
FRONT ELEVATION
EACH SIDE
"0 -RING" GASKETED
HDPE
PROP. 15" HDPE OUTLET
CULVERT ELEV=258.50'
PROP. INLET BOX EXISTING 48 R
NOT TO SCALE
C301"8a PROP. STORM
STRUCTURE DETAIL
C301°5° 1310 -RETENTION ELEVATIONS
NOT TO SCALE
CC301v6° RI PRA P OUTLET
PROTECTION
NOT TO SCALE
12" MIN.
SIDE ELEVATION
.K
R WEIR
' OUTLET
V=259.00'
(STING 48 RCP PIPE
#4 REBAR @ 12" OC IN FRONT 8 REAR FACE
OF COLLAR. REBAR TO HAVE T MIN. CONIC
COVER FROM EDGE OR FACE OF COLLAR
S:
INSTALL COLLARS ON POND OUTLET PIPES
ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT
AROUND DISCHARGE PIPE 6" BEYOND PLANNED
SEEPAGE COLLAR ON BOTH SIDES.
APPLY ADDITIONAL ASPHALTIC CEMENT AT
PIPEISEEPAGE COLLAR INTERFACE ON
UPSTREAM FACES.
ASPHALTIC CEMENT TO MEET OR EXCEED
FEDERAL SPECIFICATION SS -153 TYPE 1:
ASTM -D-2822.75 TYPE 1.
WHERE TOP CONFLICTS WITH PAVEMENT
SECTION, STOP ANTI -SEEPAGE COLLAR AT
BOTTOM OF PAVEMENT SECTION.
C301.7: : ANTISEEP COLLAR DETAIL
NOT TO SCALE
W � �
W
ac�w��U��
o
D+ 0 p o
F�
C� PW z <~
a r a
5T4 z
Qe a
REVISIONS
REV DATE 7 COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: N/A
CAD I.D.: SSO 00
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I -OCA 1TION OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
DJ ��U�9 FLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
f SHEET TITLE:
SCM PLAN
SHEET NUMBER:
C-3®1
OUTLET PIPE
RIP -RAP
APRON
SEE PLAN VIEW
259.50'
TOP OF RISER TOP OF RCP BOX
4'x 4'
INITIAL
TERMINAL
Y DEEP
257.50'
PIPE DIA PIPE
STONE
THICK.
WIDTH
WIDTH
LENGTH
OUTLET
Pd SLOPE
DIAMETER
d
W1
WZ
L
NO.
(IN) (FT/FT)
(IN)
(IN)
(FT)
(FT)
(FT)
100
15 0.006
4
6
3.8
9.5
5
C301°5° 1310 -RETENTION ELEVATIONS
NOT TO SCALE
CC301v6° RI PRA P OUTLET
PROTECTION
NOT TO SCALE
12" MIN.
SIDE ELEVATION
.K
R WEIR
' OUTLET
V=259.00'
(STING 48 RCP PIPE
#4 REBAR @ 12" OC IN FRONT 8 REAR FACE
OF COLLAR. REBAR TO HAVE T MIN. CONIC
COVER FROM EDGE OR FACE OF COLLAR
S:
INSTALL COLLARS ON POND OUTLET PIPES
ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT
AROUND DISCHARGE PIPE 6" BEYOND PLANNED
SEEPAGE COLLAR ON BOTH SIDES.
APPLY ADDITIONAL ASPHALTIC CEMENT AT
PIPEISEEPAGE COLLAR INTERFACE ON
UPSTREAM FACES.
ASPHALTIC CEMENT TO MEET OR EXCEED
FEDERAL SPECIFICATION SS -153 TYPE 1:
ASTM -D-2822.75 TYPE 1.
WHERE TOP CONFLICTS WITH PAVEMENT
SECTION, STOP ANTI -SEEPAGE COLLAR AT
BOTTOM OF PAVEMENT SECTION.
C301.7: : ANTISEEP COLLAR DETAIL
NOT TO SCALE
W � �
W
ac�w��U��
o
D+ 0 p o
F�
C� PW z <~
a r a
5T4 z
Qe a
REVISIONS
REV DATE 7 COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: N/A
CAD I.D.: SSO 00
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I -OCA 1TION OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
DJ ��U�9 FLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
f SHEET TITLE:
SCM PLAN
SHEET NUMBER:
C-3®1
DIMENSIONS
ELEV.
TOP OF BANK
SEE PLAN VIEW
259.50'
TOP OF RISER TOP OF RCP BOX
4'x 4'
258.50'
SOD ELEVATION
Y DEEP
257.50'
TOP OF SOIL MIX
36" DEEP
257.50'
UNDERDRAIN INVERT THROUGH RISER
6" 0 PVC PIPE
256.00'
OUTFALL UPSTREAM INVERT
15" RCP
256.00'
TOP OF WASHED SAND
2" DEEP
254.33'
TOP OF #57 STONE
10" DEEP
253.50'
BIORETENTION BOTTOM
353.50'
C301°5° 1310 -RETENTION ELEVATIONS
NOT TO SCALE
CC301v6° RI PRA P OUTLET
PROTECTION
NOT TO SCALE
12" MIN.
SIDE ELEVATION
.K
R WEIR
' OUTLET
V=259.00'
(STING 48 RCP PIPE
#4 REBAR @ 12" OC IN FRONT 8 REAR FACE
OF COLLAR. REBAR TO HAVE T MIN. CONIC
COVER FROM EDGE OR FACE OF COLLAR
S:
INSTALL COLLARS ON POND OUTLET PIPES
ALL CONCRETE TO BE 3000 PSI NON -FLY ASH
APPLY 1/2" THICK WRAP OF ASPHALTIC CEMENT
AROUND DISCHARGE PIPE 6" BEYOND PLANNED
SEEPAGE COLLAR ON BOTH SIDES.
APPLY ADDITIONAL ASPHALTIC CEMENT AT
PIPEISEEPAGE COLLAR INTERFACE ON
UPSTREAM FACES.
ASPHALTIC CEMENT TO MEET OR EXCEED
FEDERAL SPECIFICATION SS -153 TYPE 1:
ASTM -D-2822.75 TYPE 1.
WHERE TOP CONFLICTS WITH PAVEMENT
SECTION, STOP ANTI -SEEPAGE COLLAR AT
BOTTOM OF PAVEMENT SECTION.
C301.7: : ANTISEEP COLLAR DETAIL
NOT TO SCALE
W � �
W
ac�w��U��
o
D+ 0 p o
F�
C� PW z <~
a r a
5T4 z
Qe a
REVISIONS
REV DATE 7 COMMENT BY
KNOW WHAT'S BELOW
ALWAYS CALL 811
BEFORE YOU DIG
It's fast. It's free. It's the law.
NOT APPROVED FOR
CONSTRUCTION
PROJECT No.: NCR172083
DRAWN BY: ERB
CHECKED BY: WLB
DATE:
SCALE: N/A
CAD I.D.: SSO 00
PROJECT: PROP,
STORMWATER
PLANS
FOR
FEDERAL
REALTY
I -OCA 1TION OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
DJ ��U�9 FLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
f SHEET TITLE:
SCM PLAN
SHEET NUMBER:
C-3®1

CB
5072006E ; "I \\ GRATE=261.96'
67.58' l I I \ INV OUT=260.48'
I \
TOP R1M=26227" o D
CL INV=25262" �\ 0 =26 3
CB
GRA TE=262.11 '
INV 1N=255.72'
INV 00=255.62' g \ C 0
MOON
\ \ WELL
4,
\
A\ \ \
Nk
CB (TBI
G E=
INV W=
caw
O iJj7
STORAGE
\\ E BUILDING
E
CB
\
.7F=260.59'
/.
A1=259.51' (6
o IV 259.50' (4
VV OUT=259.26'
i %fP � I
,Y/I
NIF
FEDERAL REALTY
INVESTMENT TRUST
D. B. 621, PG 127
P. B. 90, PG. 28
PIN 9799255527
LIMITS OF PAVEMENT
PATCHING. MATCH EXST.
PAVEMENT SECTION
R/M=276.57'
G 1
1 \
INV=271.67'
1 I
I 1
RIM=259.89'
RIM=259.82IN=256.04'
OUT=257.27' OUT=255.94'
P
\ \ 24 D/P \
\ r 71 24 \^ S S
ST
I \ \ Up _S I",
\
\ ^'
, `\ � I \ c.�'��.�`. `���� O 071-X
R1M=277.27' \ 3LI
/N(N)=271.27'
IN(W)=271.27' 11 11 \\ \\ \\ \ \\ 1 \ \ \ \ \ rn SFO
1TREE I \ \ ` \ \ \ \ \\ \\ \\ \\ \ SFO Q01-
1N(SW)=271.27' " 1\\ ��`90-
OUT=271.22' - \ \ `\ \, 1 N6 \ G 257.50 -
--- \ \ \ ; \ C)\\
5 \ `\ \ \ \`\ \ ``\ \ \ `I
1 \ 1
1
RA�,cv'P,��N E`WAY �A,SEAIENT N
STOG 257.50
(WIDTH
\ AS PER
♦ ♦ I \ \ 1 1 \ \ \ C1J \ \ \ \ I I I I � ' I I
lV � \ I \ \ I 1 N I 1
\ark ;
111 ';\\
\ \ \
v `` `\I\\ I it iI II it 'I N i I I N I' i1 1 I 1i
\ \\\ 1 1 I I I I I ,,,
I \ \ \ \ I I I ,
I I I I ' '
It it I
`\w v\\ \` , ,
\ \ \ \ \ O 1 , ' ,
ti, OI
1 I I \ I
`♦ `I \ \ I I 1 I '1 1 1 1 I 1 \ \\ \` \k\ \\ \ ' n
1 / \ \ \ \
I I I \ \
ul
\♦ l 1\ 11 1 \` \ 1 , I 1 I I 1\ `\ \ `I `I I T
1 I I 1 1 G 257.50
\♦ 1 1 \ , \
\ It 1
:G:2:5 7.0
I I 1 I 1 I 1 1 1 \ ^ I \ 1\ G 257.5u
R1M=278.25' `♦ ' I i l ` � ' � \I \ \ T �-'---
1N=270.25' \ i i i i I � I ; ; 111 \`\ \ '� 1�\ 11 \ `�XIST/NG VARIABLE TH
OUT=270.20' MW ' I I J ; 11 \ ` ;1 ''1 �\ \ STORM DRAINAGES - ,-
1 1 \ EASEMENT
I \ 1 1
I I I to `, ; \ 11 \\ \ \ \ \ \ 259
O
111 \`♦♦ \`\\ \\\\ \ \ \\ \` \`\\
♦ l 1 l I 1 ,� , 1 , 1\NN ♦ \ \ \ \ \ \ ` `
IN
``♦ i i i I I i i i� '` \`\ \` \ \ \\\ \ L��
FFD RAIr
I
0
ISS
I�
la
g
Q a
o W
h
0
I�
I �
I
MON.
I WELL
10015
I Q 0.00
o WP -10015
� ° a
I I ° da
A
°
I o ' d d d
°
Id$ ° d A,
S °
I
d d
° d ° ° d
A
9 °
®
d ° °/
I d
/ O d A d 1 dg
°
A4
O d
c� I _4 DIP ° d ° ° d
d
S4VV==26(114'
RIM==259.70' I a % Vol d
IN(8 "PVC) =255.10' ° ° d
IN(8 DIP)=253.20'
EROSION CONTROL LEGEND
-SF-SF- sF SILT FENCE
LOD-LOD-LOD- LIMITS OF DISTURBANCE
SILT SACK INLET PROTECTION
FILTER SOCK
r11v .7/.y7L✓✓✓L/
FO F0OH
/ OH
ST. GAS METER ;
T. LEC. METER
1
-9/G 261.70'';
l 1 1
IN(24 J=251.95'
OUT=251.90' d ° d d
0
_ C
D 11 1 \ \
I,111 � /'', `♦
d l 1'ro
'
--------------
�g ERCP 11' g
�♦ \ �♦ `♦ \ \ `♦♦ `♦ \\`♦ `♦`♦ ♦ ♦ I I I I `--------
r
`♦` `, �\ ` \ ♦`♦ \ `.`�:. I I I 1 \ ```-------------
\--
`.\ ` `♦ `\` `� ♦`�♦ \♦\�♦ I l \ \\ \
INI
G 257.50
p\\ ' ' 11 ' \ ``\♦'1� \``k`\`\
,y ----------------o
\-v
\ _
� `\`;;\`
I , \
\\\
`` \`♦ \ ` \ 111''
\
,' I
----------------
It
1 \ \ IIII II I I 1 1
;II;
I IIl'lIl \`\ILII I `, 1 '1 \
I I I \ I I 411 l Illi I 1 1 1 \
I I IIII l II;11I I 1 1 I
\ I I I I IIIII l ll 1 1 1
\ I I 11111 I;p; 1 1 1 � /
\ I I uu 'Ill 1 1 1
I IIIII IIIII \ \ 1 1 /
`\ i iiii l ilil \\t /
\\\\ cl)J 11CC)1 1 \\ \\ l` I 111111 II111 `\ \\ \11 /
C111 I I ' \ \ \ IIIII Illll \ \ 1 1
I 111
/o
l , Illl \ 1 1 1
1 \ \ \ ,111
IIIIII
O
`\ J / / I I I i I IIIIII Illll I 'l 11 111 1
`\ i i j I iiiiI i'Ii'
cLf) c� ;/ I i i i ; I IIIIII\ IIIII i i i i I
N cv u c��V i \ ; l I Illll \\` (') Jill i Ii i II I
(iJ hill I I /
`♦ I I I 1 j 1 1 1 , / j 1 / I \ \ `\ /v VI Mu.)l -
♦
PG 127
NIF PB.
I ( dl I PlN 979925552
FEDERAL REALTY ♦� � � `1 � \ \\
INVESTMENT TRUST --------------------
C7
D.B. 621, PG. 127
P. B. 90, PG 28 ! 1 ( I I
PIN 9799255527 \ I 1
--------------------------
c:)
-Q
6TREE
i�
i i it 1 it l'40,11)
/I I , / O 1 1 I I II I ♦`♦ I
I � l 11 /1 /1 %l ll ll l 11' 111` I I ♦♦``\ II
l 1 / I' 1 I
// / ' / / V' /
CO 8 RAE , / Ll ' l
A ° //
INV=258.35' I I I l
R/M=280.68' ° d
1N=268.78'
OUT=268.68'
,1
A^
d�
dd Vl � ° �I ,l / It 1' 1111 It
H:\2017\NCR172083\DRAWINGS\l - PHASE I\PLAN SETS\NCR172083 SSO.DWG PRINTED BY: ERIC.BLOCHER 2.20.19 @ 4:53 PM LAST SAVED BY: ERIC.BLOCHER
003<0
IIII I I I I I I\
/ / 1 1 ' 1j11 111j'I I 1 1
JI , IIII IIII I I , 1
CVco
N / , l I I , IIII IIII 1 1 1 I
/ I I 1 1111 III / 1 I 1
�Ilj
In lit
co
N
,IV I I 1 nu q I 1 1 I
/ pl I 1 I I IIII p �II� 1 I I 1 / C-)
C
C Ill I 1 1 I .Q
IL \ IIII I 1 I 1 I
IIII IIII l I l I I ' 1111
\ 1111 111, 1 I I 1
111
CO
-----�_-
(�',
, IIII I �11 I I
/-
.Vt.+
-
-LOD�
-----
-
1'N
-------------------
kill
---------------------------
------------------ ---- 256
1111
1111
---------------------------' � "PIP '�"'
j0 ll
I \ ,
II /
S o //11111 IIII I 1
I R1M=259.11 '
/1 10�=253.06' I Ii1ii I 1i1� I f RIM259.79'
/ 24 �=251.43'Ilii I'ii I IN(4=254, J9'
_ 1111 111 ' I 1
I OUT=251.41 ' g / III illi I i /N(6T254.59'
/ Ii1ii Ili l i OUT:17253.79' it
I1j11 Illll I I I
Illi' \ Ill, I I
O 1j11 1111 I I '
0 1111 Il'll 1 1
IIII Illl I
/ IIII f'11 � I
I O Illll IIII '
� I � 1j11 Illl / I
l II111 I'll I
NCDEQ EROSION AND SEDIMENT CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ALLOWED AT ANY LOCATION WITHIN TOWN OF CHAPEL HILL.
2. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON THIS PLAN IS SUBJECT TO A FINE. 1
3. GRADING 1 ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND
SUBJECT TO A FINE.oo
w
4. GROUND STABILIZATION MUST OCCUR WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER QI
THAN 3:1, AND GROUND STABILIZATION MUST OCCUR WITHIN 14 DAYS ON OTHER AREAS.o
5. BASIN OUTLET STRUCTURES WITH DRAINAGE AREAS EQUAL OR GREATER THAN ONE ACRES MUST IT]
WITHDRAW WATER FROM THE SURFACE.
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE NCDEQ Zj W o
EROSION CONTROL INSPECTOR. a o
7. ALL ELEVATIONS ARE IN REFERENCE TO THE SURVEYORS BENCHMARK WHICH MUST BE VERIFIED BY eta
THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. CS
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION �T4 in b �4 o
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, AND ANY~ g g 2
APPLICABLE LOCAL LAWS AND CODES. y w
9. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHOULD BE CONSTRUCTED W gC7 a s
AT 2:1(HORIZONTAL TO VERTICAL) OR FLATTER. PERMANENT SLOPES OF 3:1 SHOULD BEpq
how
CONSTRUCTED WHERE MOWING IS DESIRABLE AND AS INDICATED. IF FILL MATERIAL IS BROUGHT 0 -
ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE PROPERTY THEN THE z Q
wog
CONTRACTOR SHALL DISCLOSE THE LOCATION OF ANY ON-SITE AND/OR OFF-SITE BARROW LOCATION
AND/OR WASTE BURIAL LOCATION TO THE EROSION CONTROL INSPECTOR. O Q 0
10. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADINGF� _4 Q
REQUIREMENTS. F -I '_4
11. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING W
OPERATIONS. NO DEVICE MAY BE REMOVED WITHOUT APPROVAL OF EROSION CONTROL o z
COORDINATOR. z -
11. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS. o 0
12. ALL DISTANCES ARE HORIZONTAL GROUND. a
O
13. ANCHOR SILT FENCE WITH COMPACTED BACKFILL ON TREE PROTECTION ZONES. DO NOT BURY. w
14. ALL EROSION CONTROL DEVICES SHOULD BE CHECKED PERIODICALLY AND AFTER EVERY MAJOR
STORM EVENT. IF ANY FAILURES ARE FOUND, THEY SHOULD BE REPAIRED AS SOON AS POSSIBLE.
15. ANY ASSOCIATED DEMOLITION PERMITS AND METHODS OF DEMOLITION ARE TO BE OBTAINED AND
ARRANGED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. -
16. STONE OUTLETS SHOULD BE INSTALLED AT LOW POINTS OF THE SILT FENCING, BASED ON FIELD
CONDITIONS.
17. EFFECTIVE OCTOBER 1, 2010, PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES MUST
INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED REVISIONS
AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. SELF -INSPECTION REPORTS ARE
REQUIRED. A SAMPLE SELF -INSPECTION REPORT, AS WELL AS DETAILS OF THE SELF -INSPECTION
PROGRAM, CAN BE FOUND ON THE LAND QUALITY WEBSITE REV DATE COMMENT BY
(HTTP://PORTAL.NCDEQ.ORG/WEB/LR/EROSION). IF YOU HAVE QUESTIONS OF THE SELF -INSPECTION
PROGRAM, PLEASE CONTACT [phone].
18. A LAND DISTURBANCE PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO ANY DISTURBANCE ON
THE SITE.
19. ALL CONSTRUCTION SHALL COMPLY WITH NCDEQ STANDARDS AND SPECIFICATIONS.
20. LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN FROM THE BEST AVAILABLE
RECORDS AND FROM A SURVEY OF ABOVE GROUND FEATURES. ALL EXISTING UTILITY LOCATIONS
MUST BE INDEPENDENTLY CONFIRMED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION.
21. SITE GRADING AND EXCAVATION MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS,
SPECIFICATIONS, AND RECOMMENDATIONS SET FORTH IN THE GEOTECHNICAL REPORT REFERENCED
IN THIS PLAN SET, EXCAVATION AND EARTH MOVING OPERATIONS MUST BE PERFORMED UNDER THE
SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER.
22. FOOTING EXCAVATIONS SHALL BE CONTINUOUSLY DEWATERED DURING CONSTRUCTION TO PREVENT
SETTLEMENT AND SEDIMENT DEPOSIT.
23. ALL TEMPORARY DIVERSIONS MUST BE INSTALLED WITH POSITIVE DRAINAGE AND SHALL OPPOSE
EXISTING GRADE WHEN NECESSARY TO PROVIDE A MINIMUM OF 0.3% LONGITUDINAL SLOPE.
24. ALL ADJACENT ROADWAYS TO THE SITE ARE TO BE SWEPT (NOT WASHED) AT THE END OF EACH WORK
DAY TO REMOVE SEDIMENT FROM THE ROAD SURFACE.
25. ALL EROSION CONTROL MEASURES MUST BE INSPECTED AND PROPERLY MAINTAINED AT THE END OF
EACH WEEK AND AFTER EVERY RAINFALL EVENT.
26. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED TO PREVENT SEDIMENT FROM
LEAVING THE SITE.
29. CONTRACTOR SHALL PERFORM PRACTICES AND PROCEDURES WHICH MINIMIZE AND PREVENT
AIRBORNE DUST OR OTHER PARTICLES FROM OCCURRING. PARTICLES WHICH CAN BE PICKED UP AND
CARRIED BY WIND SHOULD BE PROTECTED WITH A TEMPORARY COVER OR KEPT UNDER CONTROL
WITH WATER TO PREVENT PARTICLES FROM BECOMING AIRBORNE AND FROM EXISTING THE SITE
PERIMETER. WATER TRUCKS OR OTHER DUST CONTROL AGENTS SHALL BE USED AS NEEDED DURING
CONSTRUCTION TO MINIMIZE DUST GENERATE ON THE SITE. DUST CONTROL MUST BE PROVIDED BY
THE CONTRACTOR TO A DEGREE THAT IS IN COMPLIANCE WITH FEDERAL, LOCAL, AND STATE DUST
CONTROL REGULATIONS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS
FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.
30. EROSION CONTROL FEATURES SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO
FULLY CONTAIN AND CONTROL SEDIMENTATION ON THIS SITE BY CONTRACTOR. PERIMETER
CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF THE PROJECT. THE MONITORING
AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE NPDES
5. CONSTRUCT THE BIO RETENTION STORMWATER CONTROL MEASURE.
6. INSTALL STORMWATER DRAINAGE PIPES, INLETS, MANHOLES, AND STORMWATER CONTROL
STRUCTURES.
7. STABILIZED ALL OF THE DISTURBED AREAS.
8. REMOVE ALL TEMPORARY CONTROL MEASURES.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTE
BY THE CONTRACTOR.
1. ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN
APPROVED EROSION CONTROL PERMIT.
2. IF A SINGLE SOURCE BARROW PIT IS UTILIZED IT SHALL ONLY
SELL FILL TO THIS PROJECT.
©w
N
0
IIII 1 1 I
/ / IIIII lD Illl I
Illl l
/ / 11111 1.r5 IIIII I
IH "C / IIIIII N Illl I
N IIIiiII i 60 30 15 0 60
\ l Il'l II I
I I,II LILJ IIII
,
I I
co I
IIIII IIII
I-OCATION OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
T.
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
rSHEET TITLE:
EROSION
CONTROLPLAN
SHEET NUMBER:
C-4001
PERMIT (GENERAL PERMIT NCG 010000).
NOT APPROVED FOR
]EROSION CONTROL CONSTRUCTION ION S EQU E1�T\ CE:
CONSTRUCTION
1. POST REQUIRED DOCUMENTS NEAR THE PLANNED CONSTRUCTION ENTRANCE AND WITHIN EASY
PROJECT T N
N o.: NCR172083
ACCESS TO THE GENERAL PUBLIC.
2. STAKE/FLAG THE LOD (WHERE STAKING IS NOT POSSIBLE/PRACTICAL, THE LOD MUST BE
DRAWN ERB
CONSPICUOUSLY AND PROMINENTLY MARKED TO DENOTE THE BOUNDARY). LOD MUST REMAIN
CHECKED BY: WLB
CONSPICUOUSLY MARKED THROUGHOUT THE ENTIRE CONSTRUCTION PROJECT.
DATE:
3. INSTALL SILT FENCE. CLEAR ONLY THE MINIMUM AREA ABSOLUTELY NECESSARY TO INSTALL THESE
SCALE: 1" = 20'
PERIMETER CONTROL BMPS.
CAD I.D.: SSO
4 INSTALL INLET PROTECTION WHERE INDICATED ON THE PLANS
5. CONSTRUCT THE BIO RETENTION STORMWATER CONTROL MEASURE.
6. INSTALL STORMWATER DRAINAGE PIPES, INLETS, MANHOLES, AND STORMWATER CONTROL
STRUCTURES.
7. STABILIZED ALL OF THE DISTURBED AREAS.
8. REMOVE ALL TEMPORARY CONTROL MEASURES.
THE ESTIMATED DATES OF IMPLEMENTATION OF POLLUTION CONTROL MEASURES SHALL BE DOCUMENTE
BY THE CONTRACTOR.
1. ANY BORROW OR WASTE MUST UTILIZE A SITE WITH AN
APPROVED EROSION CONTROL PERMIT.
2. IF A SINGLE SOURCE BARROW PIT IS UTILIZED IT SHALL ONLY
SELL FILL TO THIS PROJECT.
©w
N
0
IIII 1 1 I
/ / IIIII lD Illl I
Illl l
/ / 11111 1.r5 IIIII I
IH "C / IIIIII N Illl I
N IIIiiII i 60 30 15 0 60
\ l Il'l II I
I I,II LILJ IIII
,
I I
co I
IIIII IIII
I-OCATION OF SITE
1800 E FANKLIN STREET
ORANGE COUNTY
TOWN OF CHAPEL HILL, NC
T.
BOH LER
ENGINEERING NC, PLLC
NCBELS P-1132
4130 PARKLAKE AVENUE, SUITE 130
RALEIGH, NC 27612
Phone: [phone]
[e-mail]
rSHEET TITLE:
EROSION
CONTROLPLAN
SHEET NUMBER:
C-4001

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments: n a
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: n/a
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑X Other:iordan
6b.
Buffer Impact
number —
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1 T
Floodplain grading
Booker Creek and UT
Yes
44,735
25,075
B2 P
Greenway
Booker Creek and UT
No
1,932
1,281
B3 P
Retaining Wall
Booker Creek
No
250
B4 P
Stormwater Contro
UT to Booker Creek
Yes/No
1,344
4,107
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
48,261
30,463
61. Comments: Buffers will be re -vegetated with native vegetation. See Supplemental for additional comments.
Page 5 of 10

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\RAM Realty Services\2017022500RA - Elliott Storage Design\CADD\Plan Set\Elliott SHT PLN PRO.dwq - March 26, 2019 - Rachel Smith
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
R LOU
LU
I
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 50
0 50
�\ II
a
w �-
I
FEDERAL REALTY
INVESTMENT TRUST
0
o
I`
w
�0)
0
0
O
N
N/F I
M
D.B. 621, PG. 127
D
Z
O
\ /
\ FEDERAL REALTY
\ \ INVESTMENT TRUST
\ 0
P.B. 90, PG. 28
PIN 9799255527
I
PERMITTING LEGEND
I I
/
U)
I
\ XISTING VARIABLE WIDTH D.B. 621, PG. 127
\ � � STORM DRAINAGE P.B. 90, PG. 28 0
EASEMENT PIN 9799255527
•
O
I
Cc
I
2
0
I
\
D
\ (P.B. 90, PG. 28) I CD y••
I
I
Oz
z
TREE PROTECTION
AREA
o�
a
-
.c
w
�
CL
O
�
w "
0
0
¢
o a
o
BUFFER ZONE 1
Z
J
Cr
Z U
Cn _
III
\\�\�\
LLJ
W 0
BUFFER ZONE 2
)
SS
SSS—
a L \\ N N \ a
0\ 01 \ o -
vv C�
2
0 2
C/) J
W �
m
O
o -c
13
= T-
:3 U X
W ILL W
w Z w Z
H I -
z 0
U ~ Z
W
fl
T" I \
T 11 \\\\\ \\ �\ I
�w 1-
I I I\ \��
o_ o
PROJ. DATE: MAR 2018
Q.C.: TM
Q.C. DATE: MAR 2019
NAOO
I -
\\ \\ \IIII \\\\�I IIII / \ - -
/ \
II
\\I
I
` l \ \ HW
/
/ MARIAKAKIS ENTERPRISES
PROJ. NO.:
20170225.00. RA
L-
\ \\ \IIII Ii
IIIIiI
1 \
D.B. 355, PG. 274
/
\\\ klll (IIII �\ Ip 00
I\ \
\ I
PIN 9 3, . 19
//
Oar -i
\
EXISTING VARIABLE IDTH
STORM DRAINA \
I OD II
)
\
�/� /
ASEME
❑ I III I I\ \ \\\\ (P.B 9� �. 8) \
I I
I
II
1 I
llI a I
`11
�00
I I\I \ \ \ \\ \ \ N/F / /
/
HHw
011
��) 1 „
(IIII a H
IIII
o
o
Y�
RAIL EALTY
FN.V MENT T
I D.B, PG. 127
, 4"
/'--f W
1C-
3
3dd
_
I
/
-P\`
\
\\
p r\ o J /
li C14 I c I / �� / / \ P.B. '999255
1 I
\
3vd
- 3bd
I
r
o
\1OOYR-
N/F \ I/ - J
FEDERAL REALTY I III II / / I \ - -
W/DBL(18 °
1 \ 1-'m
I
1 j\\�
,n \ S
3b'd
PAE
3b d
I I
I ^'
(
\
INVESTMENT TRUST I / W 21
D.B. 621, PG. 127 I I IIIA I - - - -
o`
II
h 'n'
IN S \
_
\ •- - - P-�— PAE
I
\
\
P.B. 90, PG. 28 I III11 / 1 - - -
PIN
h
r
\ \ v -7P
\\
PAE
AE
9799255527 a 6T/// 2" I 1 I
Ox ' SII11 W 12 I
2°
SS II f
H 1
\ \\ /�
H4 13"IHW '12
I
\ _ \ / I J
\ \� / I //
I �; 5 • I
II I I
I J I I
o
\
foo
//\°°�
I a
8 28,/
HW
`
124
13"
HW 3" Wja`
\ ' f / — / _ , — — —
_ ,-�\ b • . I I
\
I I I \ \
�o
I
I
IXISTIN a HIABLq
HW 5"
\
I
o
WI T'\ PIE 1 E
• . / ST9R IN GE
///1 �\
HWM
252.7
I \
i
I
\
I
/// 1 \ \
o �� I
I \\ I I EASEME
\(P.B. 90, PG.8)
PIN 1 y
I
i
/
�' I
II I (
II I
/� (R
\
I \ I \ 1
1°
IN 1
�
/
W 34' / 13„
I 2,> a _
I I — —
I I 1
I I I
_
W \ 1
WF -02� HW I
HW 23
I W �„ d
2,>
a HWI 1 4 18:
_ _
- I
\
I I I
I I I
(
I\
11 00YR_
-' o
14°
WF ESV -Of N�1
�,
o
1 I I 1 -\ \ • \
BL \
n_-_
J
\ \ / \
\
I
I
I I°yEi
0
1N 3
��p
2 �\ I W691M
W D
/
14
I 15 &H
LITY \ \ it \ -
\I
cv
n �o 11
/J
I I
I
°L
?
i
o cn
0 0
�Y
\iS�F�y.L _ 8„ INE
\I
HWI 13'
I I i W 1a�, D
a H
\ \ \ \ \ \
,/
7 J CifY
i I'o
o
y
`� o
\\\\ �\
W
I`
PIN 9
'3HW
`
/ I
>
\
'
t 13"
1N
I / \
I I / &>
IW
H"
2 HW 1�2C
\
\ I
o
o
t
�O
O
a
J�
W
(
/
4 "1 ~� W 13"
l
I. I I ,. \
I\ /
�I
o
/
21.001-�m
-
1
��O
\H
\ HW TR
I o ! a a a \
/
I
i
UU
\\\
HW 14"
■ \ I L z
HWM
- : a
I /
/11
I
• \\ - \ � -
\
�w TR L 12' 252.1
\ a 15"
Y3 a\
HW 15
- _ / T / � I
`��.,/ � I -� � L
� I
o I I
o )
`70
�
\
o
'oma
/
/
/
I
f
-
--
'309 --
r
I
W 31'
PINE 14"
/ -
I I
/
\ I I
11
II
HW 2„ \ / SS
PROPERTY LINE\
\ '
I \ `�
\
O
PER
\ I� D.B. 6162, P.G .
PROPERTY LINE 154 \
\
\ I \ \ %
Cn
\ 1�
18
a
L 5"
PROPETY LINE PER
\ D.B. 20, PG. 179
j'l - \
I
\ / PER
e
`
I
IPFO
P.B. 90, PG. 28 \
\ 1 \ \/ _
V�I \ \
\� N
` 13;,\
1 \\c❑
3 \
N/F
�`2s�r'6+ RRPIV VILLAGE
I
cv I
�I
I
\ ` \ \
o
\LAZA
CHAPEL HILL
�o I• I I
I
\ °% •�\\
157,
I
U)\�\
\ \ P.B.B.
PG62, �3
W Q \\\\\\ /• " P 9242361
I I
I \ I I
I
I\
04
N/F
\ Z 0
\�
RRPIV VILLAGE
PLAZA CHAPEL HILL
D.B. 6162, PG. 154
\
�� ` \
\ Fy \\
I
i�
/ /' l 1✓ ii' \ \ P.B. 57, PG. 43
PIN 9799242361
,
/ ( I�
/
\ \ �NV 12"
D
\\
��1 \
V /
�
I
$ of 11 // I
IPFO
W w
� \
0 i \\( \ \\ a ,�-• g• v, � I
04CL
"
LEGEND
TRE a I k
\
V-l✓
PROPOSED CONTOUR
PROPOSEDJ
MAJOR
50
cr `
�\
-_l --____ o '✓
PROPOSED CONTOUR MINOR
TEMPgARY CONSTRUCTION EASEMENT TICE
PEaANENT DRAINAGE EASEMENT
PDE
— —
L'i
RAD
PERMANENT ACCESS EASEMENT
TREE PROTECTION AREA0\wDTH�
PAELT
R/W \�
\\Y
TP
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\RAM Realty Services\2017022500RA - Elliott Storage Design\CADD\Plan Set\Elliott SHT PLN PRO.dwq - March 26, 2019 - Rachel Smith
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 50
0 50
100
2" = FULL SCALE
1 " = HALF SCALE
I`
w
�0)
0
0
O
N
J
M
d
Z
O
I-
U)
Z
O
Cc
O
Oz
z
O
,
a
07
gU
w
�
CL
O
�
w "
0
0
¢
o a
Z
J
Cr
Z U
Cn _
W
0
W 0
< J_
0 2
C/) J
W �
m
O
= T-
:3 U X
W ILL W
w Z w Z
H I -
z 0
U ~ Z
W
fl
0
o_ o
PROJ. DATE: MAR 2018
Q.C.: TM
Q.C. DATE: MAR 2019
DRAWING NUMBER:
PROJ. NO.:
20170225.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\RAM Realty Services\2017022500RA - Elliott Storaqe Design\CADD\Plan Set\Elliott SHT PLN PRO.dwq - March 28, 2019 - Rachel Smith
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
�\
FULL SCALE: 1 "= 30'
N/F
I
I
r
o
1 " = HALF SCALE I`
'0 ��'
FEDERAL REALTY
INVESTMENT TRUST
m
r
o
N/F
O
o
\6
cso
00
O
D.B. 621, PG. 127
O
I
FEDERAL REALTY
INVESTMENT TRUST
y
o
a_
P.B. 90, PG. 28
D.B. 621, PG. 127
z
1:;,\
EXISTI
PIN 9799255527
D
P.B. 90, PG. 28
28
�
'\
RMADRAIL GE
i
•'
PIN 9799255527
EASEMEN
I d
O7
\
(P.B. 90, PG. )
z
I ,'
I
♦d
44
0
\
RIM=266.
INV=254.8
N ,
• d
°•
°
I
I
o�
48 RCP
O
I op
aG
457.48
o
I—
O
0
z
z
\
O
o 1 ' °
,
Cl
N840 29'38"W
..
D
a
U)
\
\ \\
RIM=261.50'
35'
IN=252�2.3'
RIM=259.70'
IN(8"PVC)=255.10'
o �:'
°• d'
/
>
I
a_
I
OUT=2PATCHING.
LIMITS OF PAVEMENT
IN 8'DIP =253.20
)=
Imo• p
30 301
301 301
w
1--
(/)
LL0
MATCH EXST.
d
d
w
I
-
RIM=276.57'
Y
I
\
\
�iP
Q
W
PAVEMENT SECTION I IN(24") 251.95'
I'
W 1
F
I
M a-
INV=271.67'
\
OUT=251.90' �
Z
J
M
4
a
Z U
(D
I
\
Cn _
RIM=259.82'
OUT=257.27' 'd
a
H 6'
\ w
I
�-
p
W
\
J
•° •
LU
CD z
RIM=277.27'
\
02
N'D261.
\
H J06
IN(N)=271.27' Lf)
I I
Z
\\
SS
SS —�
/
UT=26
~
Q
IN(W)=271.27'
a
I
U
SS S \ d
J LL
LU
I
IN(SW)=271.27'
w Z
w
\
Q >
J
~
z 0
OUT=271.22'
a 3U"
U ~
Z
I'll 4
— =
I
O
Q
\
Ir
o=
~
o_
a 1 TR cso
PROJ. DATE:
cos o `sis�c�r+
Q.C.: TLM
Ids
��S o
I
MAR 2019
SS
DRAWING NUMBER:
\
6
m
PROJ. NO.:
$"
I
SS
\
RIM=259.89'
\
�
o
IN=256.04' 18"RCP
r
o
0 - 5.94'
HW 13"
I
"'
11"
2
w
c
I
SEE BOHLER BMP DESIGN
I
12"
I
ON SHEET C-300
1
I
N/F
0 1
o
I
HW 14°
Uj I
MARIAKAKIS ENTERPRISES
�\ o
�-
D.B. 355, PG. 274
P.B. 33, PG. 13
I p
N NN 2"
HW 6" o
PIN 9799246919
cri.p
�
a U �
\\
~ D
I
PROPOSED GRADING
WILL
I
BE REVISED FOR FEDERAL
H 18'
cwi
REALTY BMP UPON RECEIPT
OF DESIGN FROM THE TOWN.
v
\
1
\ I
EXISTING VARIABLE WIDTH r^
\
w
RIM=278.25
\
STORM DRAINAGE
EASEMENT
-
IN=270.25'
(P.B. 90, PG. 28)
I
OUT=270.20
N/F
F ERAL REALT
f)
H 1Ej
wc�
"
INVESTMENT TRU T
HW 6'
a H 1 ~j
REWORK SSWR LATERIAL
N/F
C/)
D.B. 62 12
HW 17"
TO THE 30" SSWR MAIN
FEDERAL REALTY
, PG.
9799255527
a
HW 13"
HW
w
ON SERVICE ROAD
INVESTMENT TRUST
U
D.B. 621, PG. 127
1
HW 3"
P.B. 90, PG. 28
(
PIN 9799255527
HW 14"
add 3b
o
o
a H 12N
N
3b�
�— 3Vd N rn
cv
0
0
-�
3b
N N 3Vd
N
N�
sS -N� P
p
�� �� 3b `-
cs
D L 18"
HW
N� N
I
2S HW 21 "
MATCH LINE 7+4
SEE SHEET #5
LEGEND
PROPOSED CONTOUR MAJOR
50
PROPOSED CONTOUR MINOR
TEMPORARY CONSTRUCTION EASEMENT —TCE
TCE TICE
PERMANENT DRAINAGE EASEMENT
PDE
PERMANENT ACCESS EASEMENT
PAE
TREE PROTECTION AREA
TP
CONSTRUCTION AT STREAM BANK NOTE:
STREAM CHANNEL
CONTRACTOR SHALL NOT PERFORM
ANY WORK WITHIN STREAM BANK BELOW ORDINARY
HIGH WATER MARK UNLESS
OTHERWISE DIRECTED BY ENGINEER. ORDINARY HIGH WATER MARK ELEVATION IS NOTED AS PROPOSED TOP OF
BANK ELEVATION ON THIS SHEET.
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\RAM Realty Services\2017022500RA - Elliott Storaqe Design\CADD\Plan Set\Elliott SHT PLN PRO.dwq - March 28, 2019 - Rachel Smith
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "= 30'
0 30 60
2" = FULL SCALE
1 " = HALF SCALE I`
u.i
o
00
O
co
a_
z
O
D
I—
O7
z
0
O
I—
O
z
z
O
a
U)
cr
z
g
Lu
a_
o
w
1--
(/)
LL0
U)
W
Y
I
Q
W
LUJ
W 01:
Ir
M a-
Z
J
M
Z U
(D
Cn _
LLJ 1--
p
W
O
J
LU
CD z
O
a_
02
H J06
U) W
Z
H
Q
0 =
U
J LL
LU
0
w Z
w
Q >
J
~
z 0
U ~
Z
LU
O
Q
Ir
o=
o_
PROJ. DATE:
MAR 2018
Q.C.: TLM
Q.C. DATE:
MAR 2019
DRAWING NUMBER:
6
PROJ. NO.:
20170225.00. RA

0 50 100 N Figure 5. Elliott Floodplain
Feet w E Storage WDICKSON
1 inch = 100 feet community Infrastructure consultants
S Buffer Impacts
BI (Grading) - Zone 1
44,735
SF
BI (Grading) - Zone 2 25,075
SF
B2 (Greenway) - Zone 1
1,932
SF
Legend
�0<1
^ -'
[ ,
B2 (Greenway) - Zone 2 1,281
SF
(Retaining B3 ( g Wall - Zone 1
}
250
SF
Proposed Buffer Impacts
B4 (SCM) -Zone 1
1,344
SF
0 131 -Zone 1
0 131 - Zone 2
B4 (SCM) - Zone 2
4,107
SF
A
B2 - Zone 2
"`
.•, ,
. B3 -Zone 1
t
0 B4 - Zone 1
EM B4 - Zone 2
`
, A-_Nk%.
7.
;1
Total Buffer Zone 1 Impact
48,261
SF
Total Buffer Zone 2 Impact
31,483
SF
,{
TTaa,
+ S1 -Booker Creek
K
I -
z r
7.
0 50 100 N Figure 5. Elliott Floodplain
Feet w E Storage WDICKSON
1 inch = 100 feet community Infrastructure consultants
S Buffer Impacts
Legend
Existing Stream Centerline
0 Proposed Overlook
0 Proposed Greenway
Proposed Buffer Impacts
0 131 -Zone 1
0 131 - Zone 2
0 B2 -Zone 1
_
,� � -
A
B2 - Zone 2
"`
.•, ,
. B3 -Zone 1
t
0 B4 - Zone 1
EM B4 - Zone 2
`
, A-_Nk%.
0 50 100 N Figure 5. Elliott Floodplain
Feet w E Storage WDICKSON
1 inch = 100 feet community Infrastructure consultants
S Buffer Impacts