20190224 Ver 1_C1.0 Site Plan_20190328

GRAPHIC SCALE
20 0 10 20 40 so
( IN FEET )
1 inch = 20 ft.
KEY NOTES:
AO EX/STING CURB AND GUTTER, CONCRETE OR ASPHALT TO BE SAWCUT, REMOVED AND PROPERLY DISPOSED OF OFF-SITE.
© ALL EX/STING TREES /N THIS AREA TO BE REMOVED, AND PROPERLY DISPOSED OF OFF-SITE.
© EX/STING STORM DRAIN MANHOLE AND STORMP/PE TO BE REMOVED. CONTRACTOR SHALL PLUG EX/STING STORM PIPE AT
CON VEN/ENT LOCATION OUTS/DE OF NEW BUILD/NG FOO TPR/N T.
OD EX/STING FIRE HYDRANT ASSEMBLY & VALVE TO BE PRESERVED AND PROTECTED FOR RESET AT FIN/SHED GRADE.
EOFURNISH AND INSTALL HEAVY DUTY CONCRETE PAVEMENT. SEE TYPICAL SECTION.
FOFURNISH AND INSTALL HEAVY DUTY ASPHALT PAVEMENT. SEE TYPICAL SECTION.
OG T/E TO EX/STING ASPHALT/CONCRETE /N A MANNER THAT /S SMOOTH AND AESTHETICALLY PLEAS/NG.
OHFURNISH AND INSTALL STANDARD 18" CONCRETE CURB AND GUTTER. COMPLY WITH APPLICABLE SECTIONS OF THE NCDOT
STANDARDS AND SPECIFICATIONS MANUAL, CURRENT EDITION. SEE DETAIL.
OIFURNISH AND INSTALL CURB SCUPPER. SEE DETAIL.
OFURNISH AND INSTALL CONCRETE SIDEWALK. SEE TYPICAL SECTION.
OKFURNISH AND INSTALL 18" A2000 PVC PIPE W/ SLOPED PAVED HEADWALL. SEE SHEET C2.0 HYDROLOGIC PLAN.
LOFURNISH AND INSTALL STORMWATER WETLAND (2,877 SF). REF. NCDEQ STORMWATER DES/GN MANUAL. SEE STORMWATER
PLAN, LANDSCAPE PLAN, DETAILS, AND NOTES SHEET C2.0.
OM FURNISH AND INSTALL STORMWATER WETLAND RISER/OUTLET STRUCTURE. SEE SHEET C2.1 HYDROLOGIC PLAN DETAIL.
ON FURNISH AND INSTALL CLASS A RIP -RAP. UNDERLAY WITH 40Z. FILTER FABRIC. 6X6' PAD DIMENSIONS SEE DETAIL.
OO 10' WIDE ACCESS BERM FOR MAINTENANCE.
© INSTALL PRESERVED FIRE HYDRANT. PAINT TO MATCH EXISTING, 2 -COATS. SHOULD FIRE HYDRANT NOT BE /N A
CONDITION FOR RE -USE, THE CONTRACTOR SHALL FURNISH AND INSTALL A NEW FIRE HYDRANT IN ACCORDANCE WITH
THE STANDARDS AND SPECIFICATIONS OF THE UTILITY AGENCY HAVING JURISDICTION AND PAINT TO MATCH.
® FURNISH AND INSTALL 4-6" PIPE BOLLARDS. SEE DETAIL.
OR FURNISH AND INSTALL CONCRETE RAMP TO TOP OF EXISTING LOADING DOCK. REFERENCE A -DRAWINGS FOR EXACT LIMITS
AND CONFIGURATION OF NEW RAMP.
IuPO4 I I CONG I R I ETE
uloug
/ ASPHALT PAVEMENT
\ �/--- -
SITE DEMOLITION PLAN
SCALE: 1 "=20'
B
A / _ COVERED
— / CONCRETE
ob
/' I ' + • 40
•
=
- --
/ / / / I I I I ► I I J d"" ° • °? 45.os CONTRACTOR SHALL REF. A -DRAWINGS FOR EXACT BUILDING
d, ' , _ , l DIMENSIONS AND DOOR AND WALK LOCATIONS.
I
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Legend
° ° o HEAVY DUTY CONCRETE PAVEMENT (SEE
o ° TYPICAL SECTION)
HEAVY DUTY ASPHALT PAVEMENT (SEE
TYPICAL SECTION)
546 PROPOSED SPOT ELEVATION
540 FINISHED GRADE CONTOUR
—541— EXISTING GRADE CONTOUR
PROPOSED STORM PIPE
18" ROUND A2000 PVC
RIP -RAP. SEE CHART.
18" CURB AND GUTTER. SEE DETAIL.
- -ZONE 1— — 30' RIPARIAN BUFFER
- -ZONE 2— — 50' RIPARIAN BUFFER
- -ZONE 3— — 100' RIPARIAN BUFFER
DISTURBED AREA
COVERED
CONCRETE
15" RCP
/
/
71
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GENERAL NOTES: r ✓ v /3�° %' 0
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1. THE BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN WAS OBTAINED FROM SURVEY PRODUCED BY PUCKETT SURVEYORS, PLLC, �O\ o o O �F
DATED JANUARY 2019. CAPRINE ENG/NEER/NG, LLC MAKES NO REPRESENTATION AS TO THE ACCURACY OF THE SURVEY INFORMATION 4°.00'
SHOWN HERE/N, WHETHER EXPRESSED OR IMPL/ED. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENT/ON OF
THE OWNER AND PROJECT ENG/NEER /MMED/ATEL Y.
2. THE CONTRACTOR, SHALL VER/FY ALL UTILITY LOCATIONS /N THE FIELD AND SHALL LOCATE ON THE GROUND WITH PA/NT OR OTHER
EASILY VIS/BLE MEANS ALL UNDERGROUND UT/L/T/ES PR/OR TO ANY CONSTRUCT/ON EFFORTS. CONFLICTS OR DISCREPANCIES SHALL BE BLDG
BROUGHT TO THE ATTENT/ON OF THE PROJECT ENG/NEER, IMMED/ATELY.
J. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND COND/TIONS OF ALL UT/L/TIES TO BE UT/L/ZED FOR CONSTRUCTION SERV/CE
HOOK UPS, STORM SEWERS, AND SANITARY SEWERS PR/OR TO PROCEED/NG WITH THE LAYING OF PIPE. THE CONTRACTOR SHALL
NOT/FY THE PROJECT ENG/NEER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. ALL SERV/CE CONNECTIONS TO UT/L/T/ES SHALLII ZONE
BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND SHALL CONFORM TO THE UTILITY'S LATEST SPECIFICATIONS FOR TANK F
INSTALLATION. ` f - \ F
4. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES CONCERN/NG CONFLICTS, RELOCATION, REMOVAL, AND
INTERRUPTIONS OF SERVICE.
$�L2.50 / i
5. THE WORK REQUIRED TO RELOCATE, REMOVE, INSTALL, REPLACE, ETC. UTILITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, / / / / 'j� H
WITHIN THE LIMITS OF WORK, UNLESS OTHERWISE NOTED ON PLANS
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6. THE CONTRACTOR SHALL PRESERVE AND PROTECT ACCORD/NG TO THE INSTRUCTIONS OF THE UTILITY INVOLVED, ANY 'L/VE' UTILITIES BOTTO 0 N
LOCATED BY THE UT/L/TY COMPANY OR THE CONTRACTOR. l / \ 348
'" \ 349 OTTOM EL
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TRAFFIC CONTROL MEASURES FOR WORK /N AND ALONG EX/ST/NG _ / \ M BOTTOM EL �`--� =344.00
/ ^ =347.00 /`L% �� // / / / / //✓ ////I I II
STREETS ALL MEASURES SHALL BE ACCORD/NG TO CURRENT M. U. T. C.D. AND ALDOT SPECIE/CAT/ONS. IF REQUIRED BYAGENCIES - /'� l J
HAVING JURISDICTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN ACCORD/NG TO M.U. T.C.D. / J •.
AND NCDOT FOR ANY WORK WITHIN A CITY COUNTY AND OR ALDOT R.O. W. \ 348 349 v 0
/ 353 � 350_ --
8. THE CONTRACTOR SHALL BE /N POSSESS/ON OF ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION EFFORTS ' - �0�/F N .s51 /><
0 / 352
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FY/NG THE EXTENT, LOCATION AND ELEVATION OF THE EX/STING IMPROVEMENTS /F - - - - - - - - - �•` / STORM WATEf? 0 353 / / / / / //
ANY SIGNIFICANT DIFFERENCE /N SITE CONDITION OR ELEVATION /S FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENG/NEER - - - - - 352--- \/ / / / /
IMMED/ATEL Y. - - _�- / / - V'JETLAND o / / / //ij'' / /0////
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10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ALL CONCRETE, SIDEWALKS, PIPES, WALLS, CANOPIES, TREES J \ / _ _ _ _ 3 5 0 - - - - - = v \ ( - 352 /
AND VEGETATION, ETC. DAMAGED DURING CONSTRUCTION THAT ARE NOT A PART OF THE SCOPE OF WORK OR WITHIN THE PROJECT �\ - - - - - _ - _ _ - -
AREA. ALL DISTURBED AREAS THAT ARE NOT A PART OF THE SCOPE OF WORK OR WITH/N THE PROJECT AREA SHALL BE RESTORED J - / - - _ _ � _ _ J� � � - _ _ � 5Q
TO THE ORIGINAL CONDITION OR AS ACCEPTED BY THE OWNER. J - - - / - - - - \ 348-__ //I _ _ - - _ _
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11. UNSTABLE AND PUMP/NG SUBGRADE CONDITIONS MAY OCCUR DURING SITE PREPARATION AND GRAD/NG OPERATIONS. PROPER �� - - - / � _ � _ _
-- �n ------------- ____ -- - __
PROTECTION OF SUBGRADE, DRAINAGE AND DEWATERING WILL BE CRITICAL TO SITE CONSTRUCTION EFFORTS. IT SHALL BE THE 345 - 346 - IL — — — — — — — — — — — — — /��� — — — K — — _ — —
RESPONSIBILITY OF THE CONTRACTOR TO MINIMIZE EQUIPMENT TRAFFIC ACROSS THE SITE. EVERY EFFORT SHALL BE MADE TO - - _ _ - / F _
LOCALIZE EQUIPMENT STAG/NG AND TRAFFIC TO SPECIFIC AREAS AND LIMIT THE AMOUNT OF UNDERCUTTING AND SOIL STABILIZATION �� - _ - L - - - - - - - - - - - - - -
THA T MA Y BE NEEDED. _J���_-----------\��// //-� - - -- --��-�
12. ALL GRADING OPERATIONS SHALL BE MONITORED BY A QUALIFIED INDEPENDENT GEOTECHNICAL CONSULTANT. THE CONTRACTOR SHALL ~ - - - - - - - - - - - - - - --
- - - - - - - - -�
BE RESPONSIBLE FOR NOTIFY/NG SAID CONSULTANT IN ADVANCE OF ALL REQUIRED TESTING AND SECURING COP/ES OF RESULTING _ - - -
jS
REPORTS. COPIES OF THE REPORTS SHALL BE PROVIDED TO THE PROJECT ENG/NEER ON A WEEKLY BAS/S, MIN/MUM. _ - -_ / - - - - - - - - - - - - - - - -
13. ANY EXCESS SOIL MATER/AL AND/OR UNSUITABLE SOIL MATER/AL SHALL BE HAULED OFF SITE AND LEGALLY DISPOSED OF AT THE REgM / / /
CONTRACTOR'S EXPENSE. ANY QUESTIONS OR CONCERNS REGARD/NG THE REMOVAL OF THESE ITEMS SHALL BE BROUGHT TO THE - / / / - - -� _ \� / //
ATTENT/ON OF THE PROJECT ENG/NEER, THE OWNERS GE07ECHN/CAL ENG/NEER AND THE OWNER /MMED/ATEL Y. _ / / / / / �/�/F - - - \ \ - - _ - \ // / r
VEL UNLESS OTHERWISE NOTED. )(// ///L
14. ALL SPOT ELEVATIONS SHOWN REFLECT ELEVATIONS AT GUTTERL/NE, ASPHALT, OR GROUND LE \ / , /%%OAC - - - - _ \ I I \ \ \ \ \ \ \ \ \ \ \ \
15. All DIMENSIONS ARE TO THE FACE OF CURB, FACE OF BU/LD/NG, OR CENTER OF STRIPE UNLESS OTHERWISE NOTED. SITE AND GRADING PLAN / / \ ) I ►\ I I \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \
16. ALL DRAINAGE STRUCTURES, INLETS BOXES, MANHOLES, ETC. SHALL BE POURED /N PLACE OR PRECAST CONCRETE.
SCALE: 1 -20
1Z IT IS THE CONTRACTORS RESPONSIBILITY TO VER/FY ALL FLOW LINE ELEVATIONS AND THE PERCENT OF GRADE OF STORM LINES THAT
ARE INSTALLED. CONSTRUCTION OF THESE UTILITIES /S TO BEGIN AT THE LOWEST POINT AND PROCEED "UPSTREAM." —\ \ -- \ v/7 \ \\ \\\ \\ \\ \\\ \ \ \\\\ \
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PROJECT NO. 18.011
SCALE: 1"=20'
DRAWN: HB
I REVIEW:
/
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/
/
Legend
° ° o HEAVY DUTY CONCRETE PAVEMENT (SEE
o ° TYPICAL SECTION)
HEAVY DUTY ASPHALT PAVEMENT (SEE
TYPICAL SECTION)
546 PROPOSED SPOT ELEVATION
540 FINISHED GRADE CONTOUR
—541— EXISTING GRADE CONTOUR
PROPOSED STORM PIPE
18" ROUND A2000 PVC
RIP -RAP. SEE CHART.
18" CURB AND GUTTER. SEE DETAIL.
- -ZONE 1— — 30' RIPARIAN BUFFER
- -ZONE 2— — 50' RIPARIAN BUFFER
- -ZONE 3— — 100' RIPARIAN BUFFER
DISTURBED AREA
COVERED
CONCRETE
15" RCP
/
/
71
14
d ° d 4 A ° d 358.621- d 58.65 ° 3 5 °I / // /�--------_-
df d d Al , G °d d ° ° d d d O A d
1200, , ° .d ° ° / /
R ° °° d a,d , \ d a d /
d � d ° a d G� / J h�j ASPHALT PAVEMENT
!! � ° d ° ° E d ° d ° a d I I /
�� \ I 9 d° d dd° d d ° d ° d ° d °dd
4 d d °A
d °d ° A d a \° d ° e — — da °°
I / /
d ° ° d °
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/ J 0 ° ° ° AA ° d d d ° d d ° d° ° °� d Al
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357
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GENERAL NOTES: r ✓ v /3�° %' 0
------ -J/
1. THE BOUNDARY AND TOPOGRAPHIC INFORMATION AS SHOWN WAS OBTAINED FROM SURVEY PRODUCED BY PUCKETT SURVEYORS, PLLC, �O\ o o O �F
DATED JANUARY 2019. CAPRINE ENG/NEER/NG, LLC MAKES NO REPRESENTATION AS TO THE ACCURACY OF THE SURVEY INFORMATION 4°.00'
SHOWN HERE/N, WHETHER EXPRESSED OR IMPL/ED. ANY CONFLICTS OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENT/ON OF
THE OWNER AND PROJECT ENG/NEER /MMED/ATEL Y.
2. THE CONTRACTOR, SHALL VER/FY ALL UTILITY LOCATIONS /N THE FIELD AND SHALL LOCATE ON THE GROUND WITH PA/NT OR OTHER
EASILY VIS/BLE MEANS ALL UNDERGROUND UT/L/T/ES PR/OR TO ANY CONSTRUCT/ON EFFORTS. CONFLICTS OR DISCREPANCIES SHALL BE BLDG
BROUGHT TO THE ATTENT/ON OF THE PROJECT ENG/NEER, IMMED/ATELY.
J. THE CONTRACTOR SHALL VERIFY THE LOCATIONS AND COND/TIONS OF ALL UT/L/TIES TO BE UT/L/ZED FOR CONSTRUCTION SERV/CE
HOOK UPS, STORM SEWERS, AND SANITARY SEWERS PR/OR TO PROCEED/NG WITH THE LAYING OF PIPE. THE CONTRACTOR SHALL
NOT/FY THE PROJECT ENG/NEER IMMEDIATELY OF ANY CONFLICTS OR DISCREPANCIES. ALL SERV/CE CONNECTIONS TO UT/L/T/ES SHALLII ZONE
BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND SHALL CONFORM TO THE UTILITY'S LATEST SPECIFICATIONS FOR TANK F
INSTALLATION. ` f - \ F
4. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES CONCERN/NG CONFLICTS, RELOCATION, REMOVAL, AND
INTERRUPTIONS OF SERVICE.
$�L2.50 / i
5. THE WORK REQUIRED TO RELOCATE, REMOVE, INSTALL, REPLACE, ETC. UTILITIES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, / / / / 'j� H
WITHIN THE LIMITS OF WORK, UNLESS OTHERWISE NOTED ON PLANS
/ M EL
BOTTO
6. THE CONTRACTOR SHALL PRESERVE AND PROTECT ACCORD/NG TO THE INSTRUCTIONS OF THE UTILITY INVOLVED, ANY 'L/VE' UTILITIES BOTTO 0 N
LOCATED BY THE UT/L/TY COMPANY OR THE CONTRACTOR. l / \ 348
'" \ 349 OTTOM EL
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL TRAFFIC CONTROL MEASURES FOR WORK /N AND ALONG EX/ST/NG _ / \ M BOTTOM EL �`--� =344.00
/ ^ =347.00 /`L% �� // / / / / //✓ ////I I II
STREETS ALL MEASURES SHALL BE ACCORD/NG TO CURRENT M. U. T. C.D. AND ALDOT SPECIE/CAT/ONS. IF REQUIRED BYAGENCIES - /'� l J
HAVING JURISDICTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A TRAFFIC CONTROL PLAN ACCORD/NG TO M.U. T.C.D. / J •.
AND NCDOT FOR ANY WORK WITHIN A CITY COUNTY AND OR ALDOT R.O. W. \ 348 349 v 0
/ 353 � 350_ --
8. THE CONTRACTOR SHALL BE /N POSSESS/ON OF ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION EFFORTS ' - �0�/F N .s51 /><
0 / 352
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VER/FY/NG THE EXTENT, LOCATION AND ELEVATION OF THE EX/STING IMPROVEMENTS /F - - - - - - - - - �•` / STORM WATEf? 0 353 / / / / / //
ANY SIGNIFICANT DIFFERENCE /N SITE CONDITION OR ELEVATION /S FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENG/NEER - - - - - 352--- \/ / / / /
IMMED/ATEL Y. - - _�- / / - V'JETLAND o / / / //ij'' / /0////
y r --351---_ -_-- 877SF
----J�---353
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OF ALL CONCRETE, SIDEWALKS, PIPES, WALLS, CANOPIES, TREES J \ / _ _ _ _ 3 5 0 - - - - - = v \ ( - 352 /
AND VEGETATION, ETC. DAMAGED DURING CONSTRUCTION THAT ARE NOT A PART OF THE SCOPE OF WORK OR WITHIN THE PROJECT �\ - - - - - _ - _ _ - -
AREA. ALL DISTURBED AREAS THAT ARE NOT A PART OF THE SCOPE OF WORK OR WITH/N THE PROJECT AREA SHALL BE RESTORED J - / - - _ _ � _ _ J� � � - _ _ � 5Q
TO THE ORIGINAL CONDITION OR AS ACCEPTED BY THE OWNER. J - - - / - - - - \ 348-__ //I _ _ - - _ _
-/\ ` -- - - - �- - _ - - D�� /
-347 _ -J/l----------- �� - ---------- �1 - __--�
11. UNSTABLE AND PUMP/NG SUBGRADE CONDITIONS MAY OCCUR DURING SITE PREPARATION AND GRAD/NG OPERATIONS. PROPER �� - - - / � _ � _ _
-- �n ------------- ____ -- - __
PROTECTION OF SUBGRADE, DRAINAGE AND DEWATERING WILL BE CRITICAL TO SITE CONSTRUCTION EFFORTS. IT SHALL BE THE 345 - 346 - IL — — — — — — — — — — — — — /��� — — — K — — _ — —
RESPONSIBILITY OF THE CONTRACTOR TO MINIMIZE EQUIPMENT TRAFFIC ACROSS THE SITE. EVERY EFFORT SHALL BE MADE TO - - _ _ - / F _
LOCALIZE EQUIPMENT STAG/NG AND TRAFFIC TO SPECIFIC AREAS AND LIMIT THE AMOUNT OF UNDERCUTTING AND SOIL STABILIZATION �� - _ - L - - - - - - - - - - - - - -
THA T MA Y BE NEEDED. _J���_-----------\��// //-� - - -- --��-�
12. ALL GRADING OPERATIONS SHALL BE MONITORED BY A QUALIFIED INDEPENDENT GEOTECHNICAL CONSULTANT. THE CONTRACTOR SHALL ~ - - - - - - - - - - - - - - --
- - - - - - - - -�
BE RESPONSIBLE FOR NOTIFY/NG SAID CONSULTANT IN ADVANCE OF ALL REQUIRED TESTING AND SECURING COP/ES OF RESULTING _ - - -
jS
REPORTS. COPIES OF THE REPORTS SHALL BE PROVIDED TO THE PROJECT ENG/NEER ON A WEEKLY BAS/S, MIN/MUM. _ - -_ / - - - - - - - - - - - - - - - -
13. ANY EXCESS SOIL MATER/AL AND/OR UNSUITABLE SOIL MATER/AL SHALL BE HAULED OFF SITE AND LEGALLY DISPOSED OF AT THE REgM / / /
CONTRACTOR'S EXPENSE. ANY QUESTIONS OR CONCERNS REGARD/NG THE REMOVAL OF THESE ITEMS SHALL BE BROUGHT TO THE - / / / - - -� _ \� / //
ATTENT/ON OF THE PROJECT ENG/NEER, THE OWNERS GE07ECHN/CAL ENG/NEER AND THE OWNER /MMED/ATEL Y. _ / / / / / �/�/F - - - \ \ - - _ - \ // / r
VEL UNLESS OTHERWISE NOTED. )(// ///L
14. ALL SPOT ELEVATIONS SHOWN REFLECT ELEVATIONS AT GUTTERL/NE, ASPHALT, OR GROUND LE \ / , /%%OAC - - - - _ \ I I \ \ \ \ \ \ \ \ \ \ \ \
15. All DIMENSIONS ARE TO THE FACE OF CURB, FACE OF BU/LD/NG, OR CENTER OF STRIPE UNLESS OTHERWISE NOTED. SITE AND GRADING PLAN / / \ ) I ►\ I I \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \
16. ALL DRAINAGE STRUCTURES, INLETS BOXES, MANHOLES, ETC. SHALL BE POURED /N PLACE OR PRECAST CONCRETE.
SCALE: 1 -20
1Z IT IS THE CONTRACTORS RESPONSIBILITY TO VER/FY ALL FLOW LINE ELEVATIONS AND THE PERCENT OF GRADE OF STORM LINES THAT
ARE INSTALLED. CONSTRUCTION OF THESE UTILITIES /S TO BEGIN AT THE LOWEST POINT AND PROCEED "UPSTREAM." —\ \ -- \ v/7 \ \\ \\\ \\ \\ \\\ \ \ \\\\ \
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PROJECT NO. 18.011
SCALE: 1"=20'
DRAWN: HB
I REVIEW:
CE
•
SHEET 4 OF 10