NCC241575_Site Plan or Location Map_20240530

CONTACT INFORMATION
¢ CATHERINE SIMILgONS AVE. OWNER:
OWNER: DREAM KEY PARTNERS ...C.IL
O
CONTACT: SAMMY JACKSON
W ) LA PHOENIX RISINGADDRESS: CHARLOTTE NC 2824601 CHARLOTTE 17K DR. URBAN7
k SALLE ST.
03
Charlotte NC PHONE: DESIGN
* CIVIL ENGINEER&LANDSCAPE ARCHITECT: PARTNERS
SITE URBAN DESIGN PARTNERS PLLC
PID: 075-036-69, 075-036-70, 075-036-71, 075-036-72, 075-036-73, 075-036-74, 075-036-75 CONTACT: HANNAH B.BREED P.E. 1213 w morehead si sce 450
ADDRESS: 1213 WEST MOREHEAD ST chad04.3 no 28208
P]otte, .3303
SUITE 450 urbandesignpadners.com
CHARLOTTE NC 28208 nc firm no:P-0418 ec Goa no:C-03044
PHONE: [phone] FAX:[phone]
VICINITY MAP
GENERAL NOTES: MTB.LNHEIIGGHS I CONTACT:T:LDJ DARIUS OHATIVE NSON DESIGN GROUP `P``N�S�RO�"'
3,PO 508
SCDrv£Y Al.ePUN6KU ADDRESS: 1536 MERRIMAN AVE. CHARLOTTE NC 28203 i o y -
D.B.35716,PG 26°
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL(CLDSM)AND THE LATEST PIN:075-036-22 PHONE: [phone] FAX:
EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION(NCDOTI STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE \ COMMERCIAL I 1 PART OF LOT ` -
A-C&2A&B BLOCK I ` - ' 048417
SPECIFIED IN THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT STANDARDS MANUAL. LINCOLN HEIGHTS PART OF LOT 5&6A&6B BLOCK I �?'
M.B LI PS 288 LINCOLN HEIGHTS 7.yy,,•
\ M.B 3,PG zae %7{'0'YG)N�@'. �
QUIL[lE SMITH PART OF LOT 3&4 BL { VI WAS INVESTMENT,INC
2. ALL PUBLIC STREETS WITHIN THE DEVELOPMENT WILLBECONSTRUCTEDTOTHECITYOFCHARLOTTESTANDARDSINORDERTOBEDEDICATEDPUBLICRIGHTOF .091. PG.I93 uNCOLNHElGHTS ]il Sheet Index �•%y"•••
WAYS. \ IN:075 D36 w Me m3, G.144 ! D vIN me5"oAK os 5 iA7YBARR p��
COMMERCIAL
B ZONING i i i'' i i'" COMMERCIAL111E
3. ALL CURBS SHALL HAVE A 5.-0"RADIUS AT THE FACE OF CURB UNLESS OTHERWISE NOTED.ALL R/W SHALL HAVE A 20'RADIUS UNLESS OTHERWISE NOTED. - DB 31170PG 92 Sheet Sheet Title
IN:075-036-04
COMMERCIAL -. --- Number
4. DEVELOPER WILL PROVIDE STREET SIGNS PER CLDSM#50.05A OR#50.058.SIGNS SHOULD BE LOCATED PER CLDSM#50.06. B-I ZONING - --- -- -- - 03/05/2024
5'SIDE YARD
S. LAND DEVELOPMENT ENGINEER SHALL BE GIVEN 48 HOURS NOTICE PRIOR TOCONSTRUCTION. _� C-1.0 Cover Sheet
6. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.FURTHER REQUIREMENTS MAY BE MADE BY THE CITY OF CHARLOTTE DEPARTMENT OF \ 10'REAR YARD Submittal Table 5 M
C 1.1
TRANSPORTATION(CDOT). LU
\ LOT NJA&B BLOCK I
7. NON-STANDARD ITEMS(I.E.:PAVERS,IRRIGATION SYSTEMS,ETC)IN THE RIGHT OF WAY REQUIRE ENCROACHMENT AGREEMENT WITH THE CHARLOTTE \ O - BUILDING 3 I MB3NP"c zea I.. C-2.0 Existing Conditions ;n r
CO
DEPARTMENT OF TRANSPORTATION/NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.CONTRACTOR SHALL BE RESPONSIBLE FOR AMIN SHDAFBEEi&BILGs G.SNAREFF U) Oj
/`f \ (2 UNITS) a1ez,Pc sBs Ham-' O >
OBTAINING ANY AND ALL ENCROACHMENT AGREEMENTS.FOR CITY OF CHARLOTTE MAINTAINED STREETS,CONTACT[DOTAT(J04)336-3888. / \ \ \ O! COMMERI PN:075-3677 o C-2.1 Demolition Plan 0
B. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF THE CITY OF CHARLOTTE SUBDIVISION ORDINANCE, / \\ -, !I 19 20 AL
02CON/UK U , N.
SECTION zzoo.6, '^ C-3.0 Site Plan 0- (0 I'a
9. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 P.S.I.AT 28 DAYS AND SHALL COMPLY WITH SECTION 1000 OF THE NCDOT STANDARD / o\ _ BUILDING 4 - I. LOI'CC&B BLOCK I f 03
T Y N
I COLN HEIGHTS
SPECIFICATIONS.SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3600 PSI CONCRETE AND SHALL BE FOUR(4)INCHES THICK,CONSTRUCTED ON AN 'p\ (6 UNITS) M.B 3,PG 288 C-3.1 Open Space Plan U
ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK CROSSES A DRIVEWAY IT SHALL BE SIX(6)INCHES THICK. 9\ O �I SSMG COMMODITIES LLC Y O Z
A D B.36669,PG 824
�\ d 1 L PIN:MM CIA 76 C-3.2 Paving Plan E ,
10 ALL CONCRETE SHALL BE ONTO4D WITH 100%RESIN BASE,WHITE MENTOPIGMENTED CURING COMPOUND WHICH MEETS ASTM SPECIFICATIONSC309,TYPE 1, s T I COMMERCIAL
APPLIED AT ONE GALLON TO 400 SF WITHIN 24 HOURS OF PLACEMENT OF CONCRETE. Q\ 0-2 ZONING ID II II
tSS V O11. ALLCURBANDGUTTERSHALLBEBACKFILLEDWITHSOILAPPROVEDBYTHEINSPECTOR48HOURSAFTERCONSTRUCTIONTOPREVENTEROSION. \\\ O IIIII a C-4.O Grading Plan 0 ccl '5 U12. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATIVE MATTER,WASTE,CONSTRUCTION MATERIAL,OR OTHER OBJECTIONABLE T IIBLOC II \\ . r C-4.1 Roadway Plan
VCIXN HEl os
MATERIAL.SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR e.3,PG \ \ - - -
BEHAVEINAPLASTICMANNERUNDERTHETAMPINGBLOWSORPROOFROLLING. nM✓OHNSONAND 5'SIDE YARD " C-5.0 Storm Drainage Plan
I241-OAK-JOHNsio3 \ \ O C - 10'REAR YARD I-
13. ALL TRENCHES IN THE STREET RIGHT OF WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID. K075-036-80
(7-77------
FAMILYRESIDENTIAL
/ I; ° C-5.1 SCM Plan&Details
14 ALL SUBGRADE FOR ROADS SHALL BE COMPACTED TO 100%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST.
15 ALLTESTSSHALL BE PERFORMED BK THE DEVELOPER AT NOCOSTTOTHECITY. / -CO. '-\ \\\ O r { III C-5.2 Storm Drainage Area Plan
16.CONTRACTOR SHALL MAINTAIN TWO WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS.THE CONTRACTOR SHALL PLACE AND MAINTAIN / \ `.I OO � II
SIGNS,DANGER LIGHTS,BARRICADES,AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL / \ \ ) II C-5.3 SCM Drainage Area Plan
HANDBOOK(w A.T.C.H.). N
/ z, zz z3 za zs z6 'II• o Iq C-5.4 Swale Drainage Area
17.SUBGRADE FOR SIDEWALKS SHALL BE COMPACTED TO 95%OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTER TEST.THE SURFACE OF THELOT - C h I`'• _
SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISHED AND CURED WITH AN ACCEPTABLE CURING COMPOUND.TOOLED JOINTS SHALL BE PROVIDED LINCOLN1 BLOCK
\ ` OO : II
PC \ BUILDING 2 T< C-5.5 Bypass Drainage area
AT AN INTERVAL NOT LESS THAN FIVE(5)FEET AND EXPANSION JOINTS AT INTERVALS NOT MORE THAN 45 FEET.THE SIDEWALK SHALL HAVE ALATERAL SLOPE OF JAMIEM DE \ - (6 UNITS) [ BUILDING 1 •
I II
1/4"PER FOOT. D.B. 32 PG 87 r -
P s 036 / - l (3 UNITS)
NGEFAMIRYRE RESIDENTIAL I O � C 6.0 Utility Plan Op
18.THE ELEVATION OF THE SIDEWALK SHALL BE RELATED TO THE ELEVATION OF THE CROWN OF THE ADJACENT ROADWAY.THE SIDEWALK SHALL BE NO LESS THAN 5 / ` \ 1 .--� L -J • .:�J t .. 3
SIX(6)INCHES OR MORE THAN 18 INCHES ABOVE THE ROADWAY CROWN,EXCEPT THAT THE CROSSWALK ELEVATIONS SHALL BE PROPERLY RELATED TO THE / I 1 I T !
EXISTING OR PROPOSED ROADWAY CURB. / ', \\ I • L C-6.1 Sanitary Sewer Profiles /�
co
19.IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF ATACK COAT MAYBE REQUIRED NEAR INTERSECTIONS.THESE /Loi 13 BLOCK]I \ J , • Z IH -_J1• �/
REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. / LINCOLN HEIGHTS I C-7.0 Erosion Control-Phasel ��/1 �I/ N
/ Ate 3,PG 508 1 'T•. v, CO
L£S[lE N.SANDERS \ I .T •` '
20.UTILITY INSTALLATIONS MAY ONLY CROSS BUFFER AREAS AT INTERIOR ANGLES MEASURED AT PROPERTY LINES WHICH ARE NOT LESS THAN 75 DEGREES AND,TO / O.B 2401$PG 67a k•Rci •'l C-7.1 Erosion Control-Phase 2 N
THE EXTENT POSSIBLE,PATHS CLEARED FOR SUCH UTILITY LINES SHALL BE REPLANTED WITH PLANT MATERIALS FROM THE ORDINANCES APPROVED PLANT LIST. PIN:075 036 I6 \ • "• (�
SINGLE FAMILY RESIDENTIAL
21.NO BUILDINGS,PARKING SPACES OR MANEUVERING AREAS MAY BE LOCATED WITHIN ANY BUFFER AREAS. R-5 CUSTER STREET cc E Z
/ \ LOCAL RESIDENTIAL C-7.2 Erosion Control-Phase 3
ai
22.THE DEVELOPER SHALL MAKE A DILIGENT EFFORT TO PRESERVE AREAS OF REQUIRED BUFFERS WHERE SIGNIFICANT VEGETATION EXISTS.THESE AREAS SHALL / \ I MEDIUM STREET .,
REMAIN UNDISTURBED EXCEPT TO THE EXTENT NECESSARY TO ACCOMMODATE THE ABOVE ITEMS OF THIS SECTION. / .CO' \ rt.:
1 (CLDSM U-02A) C-8.0 Site Specifications&Details 0
23. •
PUNDER ER DRAINAGE
STD 3005.SHALL BE PROVIDED AS DIRECTED BY CEO-TECHNICAL ENGINEER.DETERMINATION SHALL BE MADE IN THE FIELD.DRAINS TO BE INSTALLED / / ;\ ; ,,J I 1 I r I •L I / C_S•1 Site Specifications Details ^ U
24.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY IF DEEMED NECESSARY BY THE INSPECTOR. / ilnCOLaN NE GN HEIGHTS L I 1 • 0 W ^
MN 3,HE HT \\\ I ' - C-8.2 Utility Details •C Q�
CALM MILLER 1 • 1
25."AS-BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO SUBDIVISION FINAL ae.29759,PG 603 \ I 11((I� I// CO _2
INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY SUBDIVISION ORDINANCE. PIN:075 036 17 (--1---
` r It• C-8.3 Utility Details [///I`)
SINGLE FAMILY RESIDENTIAL / \ I -----J 'P-I IT•_ g--� .p--�. s ® �/ (�J
26.CURB AND CATIONGUTTER ASED FIEL MAY REIONS. ED BASED ON FIELD STAKING BY CITY ENGINEERING.ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE R ..CO" �\ L BUILDING 6 C-8.4 Utility Details _�
MODIFICATION BASED UPON FIELD CONDITIONS. _CO' y.Q\P� '-r (3 UNITS) o IC
27.THE PURPOSE OF THE STORM DRAINAGE EASEMENT(SDE)IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR OBSTRUCTION TO STORM / / `�\ II,� 5 -1e-• l C-8.5 Erosion Control Details i)
WATER FLOW IS PROHIBITED. OT 15 BLOCK 11 L • O O > J
,,_.CO LINCOLN HEIGHTS AO\ I• n 0
28.HIGH-DENSITY POLYETHYLENE(HDPE)STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY MUST BE APPROVED BY / MB 3 PG 508 12 11 10 ® O6 ® I p
/ RL£S GLADDEN N AND GA HARN o _ C 8.6 Erosion Control Details f,
THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED.BACKFILL MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR PRIOR TO PLACEMENT OF THE GARDEN \ •
• 'i z V
MATERIAL WITHIN THE PUBLIC STREET RIGHT-OF-WAY. D.B.B.0974s,PG 448 O)
/N:075 036 IB \ BUILDING 5
© ,-)� Z '- C-8.7 Erosion Control Details _co
SINGLE FAMILY RESIDENTIAL (6 UNITS)
m -
29.ALL ROAD IMPROVEMENTS ON LA SALLE STREET ARE TO BE COORDINATED WITH THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. R 5 / \ L mp W
/ \ I ) •I ,- >v C-9.0 Intersection Sight Distance
30.CONTACT THE UTILITY COMPANY TO RELOCATE ANY EXISTING UTILITY POLES.ALL EXISTING FACILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE / r { ] I r O z r
SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT.
\ 10'REAR YARD ( all I 3 W m
/ / - - - - - - - - 5'SIDE YARD I IA 0 Tn C 9.1 Turning Movement 2
31.ALL DEVELOPMENT CREATING A TOTAL 20,000 SQUARE FEET OF IMPERVIOUS AREA SINCE SEPTEMBER 1978 WILL REQUIRE STORM DRAINAGE DETENTION. -
O O U
32.NON-STANDARD ITEMS(IE:PAVERS,IRRIGATIONSVSTEMS,ETCJIN THE RIGHT-OF-WAYREQUIREA RIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE / \\\ IIII� l+I ,. C T�T7 C-9.2 Turning Movement U U U m y
LOT L BLOCKH II \ \ - I CA z z h N 6
CHARLOTTE DEPARTMENTITEM(IEOFVERS,IRIG TRANSPORTATION/NORTH,ETC.)NA DEPARTMENT OAY TRANSPORTATION BEFORE INSTALLATION.NTFOR AGREEMENT TE / L1 HEIGHTS
MAINTAINED STREETS,CONTACT [e-mail]. MB 3 AG..508 = LS-1.O Landscape Plan ar ar ar Q w
AVE TONG TILLANO AND \ 7J C C C Ow w
LOPEZJEANETTE 3 ✓ \ \ I LS-2.0 Landscape Details m m m 3 f 33.DEVELOPER SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF TEMPORARY TRAFFIC CONTROL DEVICES DURING ALL PHASES OF O PIN 07-036-1974
KNOCK FAMILY RESIDENTIAL /- ▪ I �I b k !
CONSTRUCTIONCONTROL DEVICES
ACCORDANCE S(MUTCDWITH THE THELATEST NCDOT
EDITIONS OADWA THE SADARD WORK INGTRAFFICCONTROL HANDBOOK(WATCH),THE MANUAL ON UNIFORM \ ��.%%-- �j y y y
TRAFFIC CONTROL DEVICES(MUTCD),AND THE NCDOT ROADWAY STANDARD DRAWINGS. R 5 ..... LL\\\ ' i oA O_ g g g a
34.ANY WORK WITHIN THE CITY'S ROW OR CITY MAINTAINED INFRASTRUCTURE MUST BE APPROVED BY CDOT AND WILL REQUIRE A ROW USE PERMIT OR ROW / -CO \\ CO/ '�' to
LEASE DEPENDING UPON THE PROPOSED SCOPE AND DURATION OF CLOSURE.THESE APPROVALS ARE IN ADDITION TO SITE PLAN APPROVALS AND SHOULD BE / 3 3 3 3 3 3
COORDINATED WITH COOT PRIOR TO CONSTRUCTION.CONTRACTOR SHALL CONTACT [e-mail] AT LEAST 5 BUSINESS DAYS PRIOR / LOT
MEi TOCK s \ \\ LOTS 3A-4A&PART aF LOT 48 BLOCK e
TO BEGINNING WORK FOR IMPACTS LESS THAN 30 DAYS.CONTRACTOR SHALL CONTACT [e-mail] AS SOON AS POSSIBLE FOR / MB..3,PA 508 LINCOLN HEIGHTS
EARLY T VAU TERS JR,DRUC/LLA V. \ I XIA 3,PG 288 Y 0 7 7 ILO
IMPACTS GREATER THAN 30 DAYS.EVERY EFFORT SHALL BE MADE TO CONSTRUCT IMPROVEMENTS WITH MINIMAL IMPACT TO ALL USERS OF THE PUBLIC ROW. \ IArvGZHONG)(LIE
ANDERSON D.B.29361,PG 181
m
AND ANNETTE IC VAUGHTERS \ I PIN 075-036-68
O.B.32077,PG.a
35.THE DEVELOPER SHALL CONTACT THE IMPLEMENTATION SECTION MANAGER,TONY TAGLIAFERRI,OF THE CHARLOTTE DEPARTMENT OF TRANSPORTATION P1 075-"036-zo .. ' \ SINGLE FAMILY RESIDENTIAL
R-I2MF
(CDOT)OR THEIR DESIGNEE AT 704-336-4119 TO IDENTIFY ANY CONFLICTS WITH TRAFFIC SIGNALIZATION EQUIPMENT.60-90 DAYS WILL BE REQUIRED TO SINGE FAMILY RESIDENTIAL - �_- PROJECT SCHEDULE: 4 N
COORDINATE RELOCATION.DEVELOPER SHALL BE RESPONSIBLE FOR ALL RELATED RELOCATION COST AND/OR ANY REPAIR COST CAUSED BY THE R-5 0 m N
CONTRACTOR/DEVELOPER. / 10'REAR YARD o o `8
/ _ _ I PROJECT COMMENCEMENT:DECEMBER 2023 0 8 0 '8
36.PEDESTRIAN-SCALE LIGHTING AND/OR STREET LIGHTING SHALL NOT BE INSTALLED WITHIN THE RIGHT-OF-WAY WITHOUT REVIEW AND APPROVAL OF CDOT. / PROJECT COMPLETION: JANUARY 2025 i S o
DEVELOPER TO CONTACT CANDACE INGE(704-336-3932 OR [e-mail])FOR LOCAL STREET LIGHTING CRITERIA WITH RESIDENTIAL / � .1
SUBDIVISION PROJECTS AND TO CONTACT BRUCE HORLDT(704-589-5836 OR [e-mail])FOR ALL OTHER PROJECTS LIGHTING / LOT 18 BLOCK II
REQUIREMENTS.COORDINATE WITH DUKE ENERGY AND CDOT AS NECESSARY TO DETERMINE LIGHTING LEVELS,LIGHTING LAYOUT AND REQUIREMENTS FOR .CO MEIKU HEIGHTS
Project No: 20-CLT-168
INSTALLATION. TE ESEA BACOTF \
D.B.20094,PG.905 PlN:075-036-21 Date: 05.24.2023
37.PRIVATE DEVELOPMENT UTILITY RELOCATION COORDINATION-FOR UTILITY COORDINATION RELATED TO BOTH EXISTING UTILITY RELOCATION NEEDS AND SINGLE FAMILY RESIDENTIAL
PROPOSED NEW UTILITY INSTALLATIONS,PLEASE CONTACT [e-mail] R-5 \ Designed By:UDP
IFF)
38. IT IS THE DEVELOPER,PROPERTY OWNER,OR A DESIGNATED REPRESENTATIVE'S RESPONSIBILITY TO CONTACT DUKE ENERGY AND THE OTHER UTILITIES ON THE ADJACENT POLE \ Checked By: UDP
LINE(SI(E.G.-AT&T,SPECTRUM,ETC.)EARLY IN THE PLANNING AND DESIGN PHASE OF THE PROJECT TO DETERMINE IF INITIAL PLANS CAN SAFELY ACCOMMODATE OVERHEAD GRAPHIC SCALE
UTILITIES WITHOUT CREATING ANY NESC/OSHA VIOLATIONS.IF THERE IS AN EXISTING NESC/OSHA OVERHEAD UTILITY CLEARANCE REQUIREMENT THAT CONFLICTS WITH THE 1 Sheet NO:
BUILD-TO ZONE REQUIREMENT,AND IN CONSULTATION WITH CDOT R/W SECTION STAFF AND DUKE ENERGY IT HAS BEEN DETERMINED THAT BURYING UTILITY LINES ARE 0 15 30 60 120
INFEASIBLE,THEN A NEW BUILD-TO LINE SHALL BE ESTABLISHED AT THE EDGE OF THE OVERHEAD UTILITY CLEARANCE REQUIREMENT.CONTACT KARIF TAYLOR AT DUKE ENERGY
([e-mail])FOR OVERHEAD UTILITY CLEARANCE REQUIREMENT CONFLICTS.
39. A JOINT USE MANHOLE(MEET-ME MANHOLE)IS TO BE PROVIDED BY THE DEVELOPER TO ACCOMMODATE ALL UTILITY TELECOM SERVICE PROVIDERS.THE JOINT USE MANHOLE (IN FEET)
SHALL BE LOCATED ON PRIVATE PROPERTY OUTSIDE OF THE CITY RIGHT-OF-WAY. 1 inch=30 ff. O