L-2 Landscape Detail -...
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CONTACT: BRIAN ROSENFELD SHEET INDEX SHEET TITLE SHEET NUMBER COVER SHEET C-1 GENERAL NOTES C-2 GENERAL NOTES AND LEGEND C-3 ALTA SURVEY C-4 APPROVED REZONING PLAN RZ-1 EX. CONDITIONS/DEMOLITION PLAN C-5 SITE PLAN C-6 GRADING PLAN C-7 UTILITY PLAN C-8 EROSION CONTROL PLAN PHASE I C-9 EROSION CONTROL PLAN PHASE II C-10 PRE DEVELOPMENT DRAINAGE MAP C-11 POST DEVELOPMENT DRAINAGE MAP C-12 SITE DETAILS C-13-14 UTILITY DETAILS C-15 EROSION CONTROL DETAILS C-16 STORMWATER DETAILS C-17 PHOTOMETRICS PLAN C-18 LANDSCAPING PLAN L-1 LANDSCAPING DETAILS L-2 GENERAL NOTE: 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 FULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES. 1927 S TRYON STREET, SUITE 310 CHARLOTTE, NC 28203 Phone: (980) 272-3400 Fax: (980) 272-3401 NC@BohlerEng.com NC, PLLC NCBELS P-1132 PREPARED BY N/A SD0 C-1 COVER SHEET ¨ TIME WARNER CABLE 7910 CRESCENT EXECUTIVE DR CHARLOTTE, NC 28217 (704) 731-3000 ¨ PIEDMONT NATURAL GAS 4720 PIEDMONT ROW DRIVE CHARLOTTE, NC 28210 (704) 364-3120 ¨ THE CITY OF CHARLOTTE DEPARTMENT OF WATER & SEWER 5100 BROOKSHIRE BLVD, CHARLOTTE, NC 28217 (704)399-2221 UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT GAS CABLE, INTERNET, & PHONE ELECTRIC SANITARY SEWER WATER STORM SEWER UTILITY/ GOVERNING AGENCIES CONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY- -COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TO ENSURE INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT (IF APPLICABLE). -INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS AND PER THE GAS COMPANY REQUIREMENTS. -COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONE COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT. -COORDINATE RELOCATION OF PHONE BOXES WITH TELEPHONE COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT. -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH PULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROM THE RISER POLE UP TO THE BUILDING. -PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANY REQUIREMENTS. -COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRIC COMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINES ARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT. -COORDINATE RELOCATION OF UTILITY POLES WITH ELECTRIC COMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT. -PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITH PULL ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THE UNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISER POLE UP TO THE TRANSFORMER. SCHEDULE 80 PVC CONDUITS SHALL BE USED ON THE RISER POLE AND RIGID METAL, LONG RADIUS ELBOWS SHALL BE USED WHERE THE UNDERGROUND PORTION MEETS THE RISER POLE AND TRANSFORMER. - REMOVE EXISTING TRANSFORMER PAD AS PER THE ELECTRIC COMPANY'S SPECIFICATIONS. -CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRIC COMPANY'S SPECIFICATIONS. -PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS. -RELOCATE UTILITY POLES AND OVERHEAD LINES AS REQUIRED. -PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATED APPURTENANCES PER THE PLANS AND SPECIFICATIONS. -ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL MEET SPECIFICATIONS. -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND THE UTILITIES DIVISION. SEE UTILITY PLAN FOR REQUIREMENTS. -PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATED APPURTENANCES PER THE PLANS AND SPECIFICATIONS. -ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALL BE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR. -ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINES MAY BE INSTALLED BY THE PLUMBING CONTRACTOR. -COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEER OF RECORD AND THE UTILITIES DIVISION. SEE UTILITY PLAN FOR REQUIREMENTS. -CONTRACTOR SHALL PROVIDE AND INSTALL WATER METER WITH UTILITY DIVISION. -PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATED APPURTENANCES PER THE PLANS AND SPECIFICATIONS. -REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLE STORM SEWER MATERIALS. -PIPE JOINTS TO BE SILT TIGHT. -CLEAN EXISTING PIPES IMMEDIATELY DOWNSTREAM OF CONNECTION. -SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING LINE UP TO AND INCLUDING SETTING OF METER WILL BE BY THE GAS COMPANY. -ANY RELOCATION OF EXISTING LINES WILL BE DONE BY THE GAS COMPANY. -TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALL TELEPHONE CABLES FROM THE POINT OF CONNECTION UP TO THE BUILDING -PRESENT RESPONSIBLE PARTIES. -ANY RELOCATION OF EXISTING LINES WILL BE DONE BY TELEPHONE COMPANY. -ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL MATERIALS NEEDED TO ESTABLISH PRIMARY OVERHEAD SERVICE FROM POINT OF CONNECTION AT THE EXISTING LINE UP TO THE TRANSFORMER. -ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLE FOR ALL UNDERGROUND LINES UP TO THE TRANSFORMER. -RELOCATE UTILITY POLES AND OVERHEAD LINES AS REQUIRED. -ELECTRIC COMPANY WILL PROVIDE TRANSFORMER. THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES, TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.CONTRACTOR SHALL VERIFY RESPONSIBILITIES PRIOR TO BID. CONTRACTOR SHALL CONTACT PROVIDER WITH SUFFICIENT LEAD TIME TO NOT IMPACT PROJECT SCHEDULE. ¨ DUKE POWER PO BOX 701516 CHARLOTTE, NC 28272 (800)777-9898 REFERENCES ¨ TOPOGRAPHIC SURVEY: CAROLINA SURVEYORS, INC. "A BOUNDARY AND TOPOGRAPHICAL SURVEY SHOWING PROPERTY ON LUTHER STREET SURVEYED FOR: THE HOUSING AUTHORITY OF CHARLOTTE AREA: 0.562 ACRES CITY OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA. " DATED: 12/12/14 ¨ ARCHITECTURAL PLAN: NEIGHBORING CONCEPTS ARCHITECTURE MIXED USE DEVELOPMENT "TALL OAKS REDEVELOPMENT" DATED 7/5/16 REVISED 9/7/16 ¨ GEOTECHNICAL REPORT: FROEHLING & ROBERTSON, INC. "REPORT OF PRELIMINARY GEOTECHNICAL EXPLORATION TALL OAKS PROJECT SIX (6) PARCELS - MULTI FAMILY APARTMENTS CHERRY NEIGHBORHOOD CHARLOTTE, NCF&R PROJECT NO. 63R-3156" DATED:02/02/15 AGENCIES ¨ CITY OF CHARLOTTE PLANNING ADDRESS: 600 E 4TH STREET, 8TH FLOOR CHARLOTTE, NC 28202 PHONE: (704)336-2205 ¨ NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY ADDRESS: 610 E CENTER AVE #301 MOORESVILLE, NC 28115 PHONE: (704)663-1699 ¨ THE CITY OF CHARLOTTE DEPARTMENT OF WATER & SEWER 5100 BROOKSHIRE BLVD, CHARLOTTE, NC 28217 (704)399-2221 ¨ CITY OF CHARLOTTE STORMWATER SERVICES 600 E FOURTH STREET 12TH AND 14TH FLOOR CHARLOTTE, NC 28202 (704)432-3122 1927 S TRYON ST, SUITE 310 CHARLOTTE, NC 28203 Phone: (980) 272-3400 Fax: (980) 272-3401 NC@BohlerEng.com NC, PLLC NCBELS P-1132 SUSTAINABLE DESIGN LANDSCAPE ARCHITECTURE SITE CIVIL AND CONSULTING ENGINEERING LAND SURVEYING PROGRAM MANAGEMENT PERMITTING SERVICES TRANSPORTATION SERVICES NEW ENGLAND UPSTATE NEW YORK NEW YORK METRO LEHIGH VALLEY, PA SOUTHEASTERN, PA PHILADELPHIA, PA SOUTHERN MARYLAND BALTIMORE, MD TAMPA, FL CENTRAL VIRGINIA CHARLOTTE, NC RALEIGH, NC NORTHERN VIRGINIA NEW JERSEY TM REHOBOTH BEACH, DE WASHINGTON, DC NC, PLLC REVISIONS REV DATE COMMENT BY LOCATION OF SITE FOR PROJECT No.: DRAWN BY: CHECKED BY: DATE: SCALE: CAD ID: SHEET NUMBER: SHEET TITLE: PROJECT: C A L L B E F O R E Y O U D I G D I G W I T H C . A . R . E . CALL BEFORE YOU DIG 1-800-632-4949 NORTH CAROLINA ITS THE LAW NCC152097 SRF BWR 6/17/16 NEIGHBORING CONCEPTS 1708 LUTHER ST CITY OF CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA 28205 1 7/1/16 SRF PER CHA COMMENTS 3 7/21/16 SRF CYCLE 1 CODE COMMENTS 4 8/4/16 SRF INTERACTIVE REVIEW COMMENTS 5 9/13/16 SRF LAND DEVELOPMENT 2ND SUBMITTAL 6 10/4/16 SRF INTERACTIVE REVIEW 7 10/18/16 SRF CYCLE 3 CODE COMMENTS 8 10/28/16 SRF LAND DEVELOPMENT 3RD SUBMITTAL N O R T H C A R O L I N A R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R No.36308 C H R I S T O P H E R R . C A P E L L I N I 10/28/16 REDEVELOPMENT TALL OAKS SITE D PCCO SUMMARY ORIGINAL PARCEL ID NUMBER(S): 12523416 DEVELOPMENT TYPE: MULTI-FAMILY SUBJECT TO PCCO? Y/N Yes IF NO, WHY? WATERSHED: CENTRAL CATAWBA DISTURBED AREA (AC): 0.539 SITE AREA (AC): 0.562 DA#1 TOTAL ON-SITE DRAINAGE AREA (AC): 0.488 DA#2 TOTAL ON-SITE DRAINAGE AREA (AC): 0.017 DA#3 TOTAL ON-SITE DRAINAGE AREA (AC): 0.054 EXISTING BUILT-UPON-AREA (SF): 8856 EXISTING BUA TO BE REMOVED (SF): 8856 EXISTING BUA TO REMAIN (SF): 0 PROPOSED NEW BUA (SF): 13891 PROPOSED % BUA: 56.78% DENSITY (HIGH / LOW) HIGH TOTAL POST-PROJECT BUA FOR SITE: 13891 DEVELOPMENT OR REDEVELOPMENT? REDEVELOPMENT NATURAL AREA REQUIRED (AC): 0.054 NATURAL AREA PROVIDED, TOTAL (AC): 0.054 UNDISTURBED TREED NATURAL AREA PRESERVED (AC): 0.053 TOTAL STREAM BUFFER PROTECTED ON-SITE (AC): 0 TRANSIT STATION AREA? Y/N N DISTRESSED BUSINESS DISTRICT? Y/N N MITIGATION TYPE (IF APPLICABLE) Sec. 18-161 (a) NATURAL AREA MITIGATION? Y/N N BUFFER MITIGATION? Y/N N TOTAL PHOSPHOROUS MITIGATION? Y/N N LOCATION OF SITE 1708 LUTHER ST CITY OF CHARLOTTE MECKLENBURG COUNTY NORTH CAROLINA 28204 TAX ID: 12523416 REZONING PETITION #2015-030 FOR TALL OAKS REDEVELOPMENT SITE D CONSTRUCTION DOCUMENTS LOCATION MAP COPYRIGHT 2008 DELORME STREET ATLAS 2009 PLUS USA N.T.S. DEVELOPER CHARLOTTE HOUSING AUTHORITY 400 EAST BOULEVARD CHARLOTTE, NC 28203 CONTACT: TROY DRAWZ PHONE: (704) 336-4227 PHASING SEQUENCE OF CONSTRUCTION 1. EROSION CONTROL PLAN IS APPROVED BY THE CITY OF CHARLOTTE EROSION CONTROL PROGRAM. 2. CONTRACTOR MUST NOTIFY THE CITY OF CHARLOTTE SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF EARTH DISTURBANCE. 3. THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION OR OTHER LAND DISTURBING ACTIVITIES. 4. PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE-CONSTRUCTION MEETING MUST BE CONDUCTED ON-SITE WITH THE EROSION SEDIMENT CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. (48 HOURS MINIMUM NOTICE) 5. INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING PERIMETER SILT FENCE, TREE PROTECTION AND STABILIZED CONSTRUCTION ENTRANCE/EXIT. COMPLETE INSTALLATION OF INLET PROTECTION ON EXISTING STORMWATER STRUCTURES. PERIMETER CONTROLS 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 PERMIT (GENERAL PERMIT NCG 010000). 6. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. 7. UPON APPROVAL FROM SEDIMENT CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES (PAVEMENT, CURB, ETC.), CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL. ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS. CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 8. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL, THE CONSTRUCTION OF TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL, AND PREPARATION OF THE GROUND. 9. CONTACT SEDIMENT CONTROL INSPECTOR FOR APPROVAL TO PROCEED. 10. INITIATE ROUGH GRADING OF THE SITE. 11. TEMPORARILY STABILIZE GRADED AREAS (NON-STEEP SLOPES) AS REQUIRED. 12. COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF SITE UTILITIES. 13. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS. 14. INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND THE ADJACENT ROADWAYS. 15. BUILDING CONSTRUCTION MAY BEGIN UPON INSTALLATION OF SEDIMENT CONTROLS AND SEDIMENT CONTROL INSPECTOR'S APPROVAL. 16. FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH THE PERMANENT SODDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING. 17. REQUEST FINAL APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING SEDIMENT CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE, AND EROSION CONTROL FACILITIES, INCLUDING ESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK OF THE BUILDING PERMITS. 18. ESTIMATE START DATE IS FALL 2016 AND ESTIMATED END DATE IS FALL 2017 PCO NOTE: 1. THIS SITE IS MEETING THE REQUIREMENTS OF THE POST CONSTRUCTION CONTROLS ORDINANCE BY PAYING A MITIGATION FEE AS ALLOWED IN SECTION A8-161(A) OF THE ORDINANCE. THE IMPERVIOUS AREA ON WHICH THE FEE IS THE TOTAL OF ALL NEW IMPERVIOUS AREAS AND IMPERVIOUS AREAS THAT HAVE BEEN REMOVED AND REPLACED. THE IMPERVIOUS AREA FOR THIS PROJECT IS 0.319 ACRES. THE MITIGATION FEE MUST BE PAID TO THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT WHEN PLANS ARE APPROVED.
Transcript of L-2 Landscape Detail -...
CONTACT: BRIAN ROSENFELD
SHEET INDEXSHEET TITLE SHEET NUMBER
COVER SHEET C-1
GENERAL NOTES C-2
GENERAL NOTES AND LEGEND C-3
ALTA SURVEY C-4
APPROVED REZONING PLAN RZ-1
EX. CONDITIONS/DEMOLITION PLAN C-5
SITE PLAN C-6
GRADING PLAN C-7
UTILITY PLAN C-8
EROSION CONTROL PLAN PHASE I C-9
EROSION CONTROL PLAN PHASE II C-10
PRE DEVELOPMENT DRAINAGE MAP C-11
POST DEVELOPMENT DRAINAGE MAP C-12
SITE DETAILS C-13-14
UTILITY DETAILS C-15
EROSION CONTROL DETAILS C-16
STORMWATER DETAILS C-17
PHOTOMETRICS PLAN C-18
LANDSCAPING PLAN L-1
LANDSCAPING DETAILS L-2
GENERAL NOTE: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 TOTHE SPECIFICATIONS OR APPLICABLE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD INWRITING 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 INFULL CONFORMANCE WITH LOCAL REGULATIONS AND CODES.
1927 S TRYON STREET, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
PREPARED BY
N/ASD0
C-1
COVER
SHEET
¨TIME WARNER CABLE7910 CRESCENT EXECUTIVE DRCHARLOTTE, NC 28217(704) 731-3000
¨PIEDMONT NATURAL GAS4720 PIEDMONT ROW DRIVECHARLOTTE, NC 28210(704) 364-3120
¨THE CITY OF CHARLOTTEDEPARTMENT OF WATER &SEWER5100 BROOKSHIRE BLVD,CHARLOTTE, NC 28217(704)399-2221
UTILITY RESPONSIBILITY MATRIX FOR THIS PROJECT
GAS
CABLE,INTERNET, &PHONE
ELECTRIC
SANITARYSEWER
WATER
STORMSEWER
UTILITY/ GOVERNING AGENCIESCONTACTS CONTRACTOR RESPONSIBILITY- OTHERS RESPONSIBILITY-
-COORDINATE CONSTRUCTION ACTIVITIES WITH GAS COMPANY TOENSURE INSTALLATION OF GAS LINES ARE COMPLETED PRIOR TOASPHALT OR CURB PLACEMENT (IF APPLICABLE).
-INSTALL BOLLARD PROTECTION AS SHOWN ON THE PLANS ANDPER THE GAS COMPANY REQUIREMENTS.
-COORDINATE CONSTRUCTION ACTIVITIES WITH TELEPHONECOMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINESARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
-COORDINATE RELOCATION OF PHONE BOXES WITH TELEPHONECOMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITHPULL ROPES, INCLUDING ALL TRENCHING AND BACKFILLING, FROMTHE RISER POLE UP TO THE BUILDING.
-PROVIDE AND INSTALL PULL BOXES AS PER TELEPHONE COMPANYREQUIREMENTS.
-COORDINATE CONSTRUCTION ACTIVITIES WITH ELECTRICCOMPANY TO ENSURE INSTALLATION OF UNDERGROUND LINESARE COMPLETED PRIOR TO ASPHALT OR CURB PLACEMENT.
-COORDINATE RELOCATION OF UTILITY POLES WITH ELECTRICCOMPANY WITHIN 10 DAYS OF AWARD OF CONTRACT.
-PROVIDE AND INSTALL 2-4" SCHEDULE 40 PVC CONDUITS WITHPULL ROPES, INCLUDING TRENCHING AND BACKFILLING, FOR THEUNDERGROUND PORTIONS OF THE PRIMARY FROM THE RISERPOLE UP TO THE TRANSFORMER. SCHEDULE 80 PVC CONDUITSSHALL BE USED ON THE RISER POLE AND RIGID METAL, LONGRADIUS ELBOWS SHALL BE USED WHERE THE UNDERGROUNDPORTION MEETS THE RISER POLE AND TRANSFORMER.
- REMOVE EXISTING TRANSFORMER PAD AS PER THE ELECTRICCOMPANY'S SPECIFICATIONS.
-CONSTRUCT TRANSFORMER PAD AS PER THE ELECTRICCOMPANY'S SPECIFICATIONS.
-PROVIDE AND INSTALL ALL SECONDARY SERVICE AND MATERIALS.-RELOCATE UTILITY POLES AND OVERHEAD LINES AS REQUIRED.
-PROVIDE AND INSTALL SANITARY SEWER LINES AND ASSOCIATEDAPPURTENANCES PER THE PLANS AND SPECIFICATIONS.
-ALL PUBLIC AND PRIVATE SANITARY SEWER LINES SHALL MEETSPECIFICATIONS.
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEEROF RECORD AND THE UTILITIES DIVISION. SEE UTILITY PLAN FORREQUIREMENTS.
-PROVIDE AND INSTALL ALL WATER MAINS AND ASSOCIATEDAPPURTENANCES PER THE PLANS AND SPECIFICATIONS.
-ALL PORTIONS OF THE FIRE PROTECTION WATER SYSTEM SHALLBE INSTALLED BY A LICENSED FIRE SPRINKLER CONTRACTOR.
-ALL PORTIONS OF OTHER NON FIRE PROTECTION RELATED LINESMAY BE INSTALLED BY THE PLUMBING CONTRACTOR.
-COORDINATE REQUIRED INSPECTION SERVICES WITH ENGINEEROF RECORD AND THE UTILITIES DIVISION. SEE UTILITY PLAN FORREQUIREMENTS.
-CONTRACTOR SHALL PROVIDE AND INSTALL WATER METER WITHUTILITY DIVISION.
-PROVIDE AND INSTALL ALL STORM SEWER LINES AND ASSOCIATEDAPPURTENANCES PER THE PLANS AND SPECIFICATIONS.
-REFER TO GRADING PLAN FOR INFORMATION ON ALLOWABLESTORM SEWER MATERIALS.
-PIPE JOINTS TO BE SILT TIGHT.-CLEAN EXISTING PIPES IMMEDIATELY DOWNSTREAM OF
CONNECTION.
-SERVICE FROM THE POINT OF CONNECTION AT THE EXISTING LINEUP TO AND INCLUDING SETTING OF METER WILL BE BY THE GASCOMPANY.
-ANY RELOCATION OF EXISTING LINES WILL BE DONE BY THE GASCOMPANY.
-TELEPHONE COMPANY WILL PROVIDE AND INSTALL ALLTELEPHONE CABLES FROM THE POINT OF CONNECTION UP TOTHE BUILDING -PRESENT RESPONSIBLE PARTIES.
-ANY RELOCATION OF EXISTING LINES WILL BE DONE BYTELEPHONE COMPANY.
-ELECTRIC COMPANY WILL PROVIDE AND INSTALL ALL MATERIALSNEEDED TO ESTABLISH PRIMARY OVERHEAD SERVICE FROMPOINT OF CONNECTION AT THE EXISTING LINE UP TO THETRANSFORMER.
-ELECTRIC COMPANY WILL PROVIDE AND INSTALL PRIMARY CABLEFOR ALL UNDERGROUND LINES UP TO THE TRANSFORMER.
-RELOCATE UTILITY POLES AND OVERHEAD LINES AS REQUIRED.-ELECTRIC COMPANY WILL PROVIDE TRANSFORMER.
THIS MATRIX HAS BEEN PROVIDED FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL PROVIDE ANY AND ALL APPURTENANCES,TRENCHING AND BACKFILL, AND OTHER INCIDENTALS TO MEET OR EXCEED THE SPECIFICATIONS OF THE ITEMS LISTED.CONTRACTOR SHALL VERIFY
RESPONSIBILITIES PRIOR TO BID. CONTRACTOR SHALL CONTACT PROVIDER WITH SUFFICIENT LEAD TIME TO NOT IMPACT PROJECT SCHEDULE.
¨DUKE POWERPO BOX 701516CHARLOTTE, NC 28272(800)777-9898
REFERENCES¨TOPOGRAPHIC SURVEY:
CAROLINA SURVEYORS, INC."A BOUNDARY AND TOPOGRAPHICAL SURVEYSHOWING PROPERTY ON LUTHER STREETSURVEYED FOR: THE HOUSING AUTHORITY OFCHARLOTTE AREA: 0.562 ACRES CITY OF CHARLOTTE,MECKLENBURG COUNTY, NORTH CAROLINA. "DATED: 12/12/14
¨ARCHITECTURAL PLAN:NEIGHBORING CONCEPTS ARCHITECTUREMIXED USE DEVELOPMENT "TALL OAKSREDEVELOPMENT"DATED 7/5/16REVISED 9/7/16
¨GEOTECHNICAL REPORT:FROEHLING & ROBERTSON, INC.
"REPORT OF PRELIMINARY GEOTECHNICAL EXPLORATION TALL OAKS PROJECT SIX (6) PARCELS - MULTI FAMILY APARTMENTS CHERRY NEIGHBORHOOD CHARLOTTE, NCF&R PROJECT NO. 63R-3156"DATED:02/02/15
AGENCIES¨CITY OF CHARLOTTE PLANNING
ADDRESS: 600 E 4TH STREET, 8TH FLOORCHARLOTTE, NC 28202
PHONE: (704)336-2205
¨NORTH CAROLINA DEPARTMENT OFENVIRONMENTAL QUALITYADDRESS: 610 E CENTER AVE #301
MOORESVILLE, NC 28115PHONE: (704)663-1699
¨THE CITY OF CHARLOTTEDEPARTMENT OF WATER &SEWER5100 BROOKSHIRE BLVD,CHARLOTTE, NC 28217(704)399-2221
¨CITY OF CHARLOTTESTORMWATER SERVICES600 E FOURTH STREET12TH AND 14TH FLOORCHARLOTTE, NC 28202(704)432-3122
1927 S TRYON ST, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
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rding
fitne
ss of
the e
lectro
nic fil
e for
any p
artic
ular p
urpo
se, o
r suit
abilit
y for
use w
ith an
y soft
ware
or ha
rdwa
re. It
is th
e rec
ipien
t's ob
ligati
on to
unde
rstan
d the
desig
n inte
nt an
d to u
se th
is dig
ital d
ata ap
prop
riatel
y.Du
e to t
he al
terab
le na
ture o
f elec
tronic
docu
ments
, Boh
ler E
ngine
ering
does
not m
ake a
ny ex
pres
sed o
r impli
ed w
arra
nty fo
r the
accu
racy
or co
mplet
enes
s of th
is inf
orma
tion.
The i
nform
ation
, des
ign an
d con
tent o
f this
file ar
e pro
priet
ary a
nd sh
all no
t be c
opied
or us
ed fo
r any
purp
ose w
ithou
t prio
r writt
en au
thoriz
ation
from
Boh
ler E
ngine
ering
.On
ly cu
rrent,
sign
ed an
d sea
led pl
ans s
hall b
e utili
zed f
or co
nstru
ction
purp
oses
.Vi
ewing
the c
onten
ts of
this f
ile sh
all se
rve as
your
ackn
owled
gmen
t of a
ccep
tance
of th
e abo
ve te
rms a
nd co
nditio
ns. B
y ope
ning t
his fil
e or t
hrou
gh th
e use
of th
e info
rmati
on co
ntaine
d her
ein, th
e rec
ipien
t agr
ees t
o ind
emnif
y and
hold
Bohle
r Eng
ineer
ing ha
rmles
s fro
m an
y los
s, da
mage
, liab
ility o
r cos
t, inc
luding
reas
onab
le att
orne
y's fe
es th
at Bo
hler E
ngine
ering
defen
ding s
uch c
laims
, aris
ing fr
om an
y use
or re
use o
f this
electr
onic
docu
ment
or in
forma
tion.
2008
Boh
ler E
ngine
ering
.
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD ID:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C A L L B E F O R E Y O U DI G
D IG W
I T H C . A . R .E.
CALL BEFORE YOU DIG1-800-632-4949
NORTH CAROLINAITS THE LAW
NCC152097 SRF
BWR 6/17/16
NEIGHBORINGCONCEPTS
1708 LUTHER STCITY OF CHARLOTTE,
MECKLENBURG COUNTY, NORTH CAROLINA 28205
1 7/1/16 SRFPER CHA COMMENTS
3 7/21/16 SRFCYCLE 1 CODECOMMENTS
4 8/4/16 SRFINTERACTIVE REVIEWCOMMENTS
5 9/13/16 SRFLAND DEVELOPMENT2ND SUBMITTAL
6 10/4/16 SRFINTERACTIVE REVIEW
7 10/18/16 SRFCYCLE 3 CODECOMMENTS
8 10/28/16 SRFLAND DEVELOPMENT3RD SUBMITTAL
NORTH CAROLINA
REGISTER
E DP R O F E S S I O N A L
ENGINEER
No.36308
CH
RI STOPHER R . CAPEL
LIN
I
10/28/16
REDEVELOPMENTTALL OAKS
SITE D
PCCO SUMMARYORIGINAL PARCEL ID NUMBER(S): 12523416DEVELOPMENT TYPE: MULTI-FAMILYSUBJECT TO PCCO? Y/N Yes IF NO, WHY?WATERSHED: CENTRAL CATAWBADISTURBED AREA (AC): 0.539SITE AREA (AC): 0.562
DA#1TOTAL ON-SITE DRAINAGE AREA (AC): 0.488
DA#2TOTAL ON-SITE DRAINAGE AREA (AC): 0.017
DA#3TOTAL ON-SITE DRAINAGE AREA (AC): 0.054EXISTING BUILT-UPON-AREA (SF): 8856EXISTING BUA TO BE REMOVED (SF): 8856EXISTING BUA TO REMAIN (SF): 0PROPOSED NEW BUA (SF): 13891PROPOSED % BUA: 56.78%DENSITY (HIGH / LOW) HIGHTOTAL POST-PROJECT BUA FOR SITE: 13891DEVELOPMENT OR REDEVELOPMENT? REDEVELOPMENTNATURAL AREA REQUIRED (AC): 0.054NATURAL AREA PROVIDED, TOTAL (AC): 0.054UNDISTURBED TREED NATURAL AREA PRESERVED (AC): 0.053TOTAL STREAM BUFFER PROTECTED ON-SITE (AC): 0TRANSIT STATION AREA? Y/N NDISTRESSED BUSINESS DISTRICT? Y/N NMITIGATION TYPE (IF APPLICABLE) Sec. 18-161 (a)
NATURAL AREA MITIGATION? Y/N NBUFFER MITIGATION? Y/N NTOTAL PHOSPHOROUS MITIGATION? Y/N N
LOCATION OF SITE
1708 LUTHER STCITY OF CHARLOTTE
MECKLENBURG COUNTYNORTH CAROLINA 28204
TAX ID: 12523416REZONING PETITION #2015-030
FOR
TALL OAKSREDEVELOPMENT
SITE D
CONSTRUCTIONDOCUMENTS
LOCATION MAPCOPYRIGHT 2008
DELORME STREET ATLAS 2009 PLUS USAN.T.S.
DEVELOPERCHARLOTTE HOUSING AUTHORITY
400 EAST BOULEVARDCHARLOTTE, NC 28203
CONTACT: TROY DRAWZPHONE: (704) 336-4227
PHASING SEQUENCE OF CONSTRUCTION1. EROSION CONTROL PLAN IS APPROVED BY THE CITY OF CHARLOTTE EROSION CONTROL PROGRAM.2. CONTRACTOR MUST NOTIFY THE CITY OF CHARLOTTE SEDIMENT CONTROL INSPECTOR 48 HOURS PRIOR TO THE START OF EARTH
DISTURBANCE.3. THE LIMITS OF DISTURBANCE MUST BE FIELD MARKED PRIOR TO INSTALLATION OF SEDIMENT CONTROL MEASURES, DEMOLITION OR OTHER
LAND DISTURBING ACTIVITIES.4. PRIOR TO ANY CLEARING, INSTALLATION OF SEDIMENT CONTROL MEASURES, OR GRADING, A PRE-CONSTRUCTION MEETING MUST BE
CONDUCTED ON-SITE WITH THE EROSION SEDIMENT CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. (48 HOURS MINIMUMNOTICE)
5. INSTALL SEDIMENT AND EROSION CONTROL MEASURES, INCLUDING PERIMETER SILT FENCE, TREE PROTECTION AND STABILIZEDCONSTRUCTION ENTRANCE/EXIT. COMPLETE INSTALLATION OF INLET PROTECTION ON EXISTING STORMWATER STRUCTURES.PERIMETER CONTROLS SHOULD BE CHECKED DAILY AND ADJUSTED AND/OR REPAIRED TO FULLY CONTAIN AND CONTROL SEDIMENTATIONON THIS SITE BY CONTRACTOR. PERIMETER CONTROLS ARE TO REMAIN FUNCTIONING FOR THE DURATION OF THE PROJECT. THEMONITORING AND INSPECTING OF EROSION CONTROL MEASURES SHOULD FOLLOW THE GUIDELINES OF THE NPDES PERMIT (GENERALPERMIT NCG 010000).
6. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS PRIORTO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING.
7. UPON APPROVAL FROM SEDIMENT CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES (PAVEMENT, CURB, ETC.),CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL.ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS. CONTRACTOR TOENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR TO COMMENCING DEMOLITIONACTIVITIES.
8. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL, THE CONSTRUCTION OFTEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL, AND PREPARATION OF THE GROUND.
9. CONTACT SEDIMENT CONTROL INSPECTOR FOR APPROVAL TO PROCEED.10. INITIATE ROUGH GRADING OF THE SITE.11. TEMPORARILY STABILIZE GRADED AREAS (NON-STEEP SLOPES) AS REQUIRED.12. COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF SITE UTILITIES.13. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOPSOIL, PERMANENT
DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS.14. INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND THE
ADJACENT ROADWAYS.15. BUILDING CONSTRUCTION MAY BEGIN UPON INSTALLATION OF SEDIMENT CONTROLS AND SEDIMENT CONTROL INSPECTOR'S APPROVAL.16. FINE GRADE AND INITIATE FINAL PAVING. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH THE PERMANENT SODDING
SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING.17. REQUEST FINAL APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING SEDIMENT CONTROL
MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE, AND EROSION CONTROL FACILITIES, INCLUDINGESTABLISHED GROUND COVERS AND PLANTING, AND ALL OTHER WORK OF THE BUILDING PERMITS.
18. ESTIMATE START DATE IS FALL 2016 AND ESTIMATED END DATE IS FALL 2017
PCO NOTE:1. THIS SITE IS MEETING THE REQUIREMENTS OF THE POST CONSTRUCTION CONTROLS ORDINANCE BY PAYING A MITIGATION FEE AS ALLOWED
IN SECTION A8-161(A) OF THE ORDINANCE. THE IMPERVIOUS AREA ON WHICH THE FEE IS THE TOTAL OF ALL NEW IMPERVIOUS AREAS ANDIMPERVIOUS AREAS THAT HAVE BEEN REMOVED AND REPLACED. THE IMPERVIOUS AREA FOR THIS PROJECT IS 0.319 ACRES. THE MITIGATIONFEE MUST BE PAID TO THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT WHEN PLANS ARE APPROVED.
RZINK
Subdivision
RZINK
Approved
RZINK
Approved
RZINK
Approved
BWILKINSON
Multi-Family Approval
BWILKINSON
Text Box
By Brent Wilkinson 11/14/16
LUTHER STREET
PROP. SAWCUT LINE
MO
RG
AN
PA
RK
DR
IVE
PROP. SAWCUT LINE
PROP. BUILDING 2TYPE: F
BUILDING HEIGHT: 31'4"1ST FL GLA: 2,605 SQ. FT.TOTAL GLA: 5,210 SQ. FT.
4 UNITS:2 BR FLAT X 4
FFE=683.10
PROP. FENCE FOR SCREENING TOBE CONSTRUCTED IN ACCORDANCEWITH SECTION 12.303 (2)(a) OF THECITY OF CHARLOTTE ZONINGORDINANCE.
PROP. BUILDING 1TYPE: D
BUILDING HEIGHT: 32'1ST FL GLA: 2,620 SQ. FT.TOTAL GLA: 5,095 SQ. FT.
4 UNITS:2 BR TOWNHOUSE X 23 BR TOWNHOUSE X2
FFE=683.50
PROP. RESIDENTIAL DROPCURB TYPE I DRIVEWAY
WITH PLANTING STRIP
3
4
2
PROP. 3,120 SQ. FT. TREE SAVE AREA
PROP. 552 SQ. FT.TREE SAVE AREA
10.5'
5'
8'
22'
8'
15.4'
PROP CATCH BASIN (SUBSURFACESTRUCTURE TO BE LOCATED OUTSIDE
OF REQUIRED BUFFER YARD)
LOD LOD LOD LOD
LOD
LOD
LOD LODLOD
LOD LOD LOD LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LODLOD
LOD
LODLOD
LODLOD
LOD
LOD
LOD
LOD
LODLOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD
LOD
LODLODLODLOD
LODLOD
LOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLOD
LODLO
D
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD
LOD LOD LODLOD
LOD
LOD LOD LOD LOD
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LODLOD
16.5'8.1'
16'
5.5'
8'6'
8'6'
6.4'4.8'5.3'
5.3'7'
7.5'
6' 1'R
2'R
10'R
5'R
3'R
10'R
10'R
10'R
PROP. BOLD LIMITS OF 2,453 SQ. FT.OF NATURAL AREA
5.5'
14.6'
39.7'
6'
20'R
13
13
1
1
2
2
2
5
4
4
20
11
9
15
15
15
16
16
16
23
2317
17
17
14
1919 19
18
25
26
27
30
PROP. 2' SIDEWALK/UTILITYEASEMENT
33
3
3
44.1
0'
57.81'25
PROP. 8' PLANTING STRIPAND 6' SIDEWALK
PROP. 8' PLANTING STRIPAND 6' SIDEWALK
PROP. 8' PLANTING STRIPAND 6' SIDEWALK
PROP. 2' SIDEWALK/UTILITY EASEMENT
PROP. 2'SIDEWALK/UTILITY
EASEMENT
31
19 19
6
617
8
8'8'
3'
10.5'
16.5'
PROP. STEPS
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD
LODLOD
LODLODLODLODLODLODLODLOD
T PROP. FDC LOCATION
1927 S TRYON ST, SUITE 310CHARLOTTE, NC 28203Phone: (980) 272-3400Fax: (980) 272-3401
NC, PLLC NCBELS P-1132
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LAIM
ERTh
is dr
awing
and/o
r file
has b
een p
repa
red b
y Boh
ler E
ngine
ering
at th
e req
uest
of the
Pro
ject O
wner
or hi
s Rep
rese
ntativ
e and
is be
ing pr
ovide
d sole
ly as
a co
nven
ience
to th
e rec
ipien
t. Boh
ler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
the s
uitab
ility f
or th
e inte
nded
use b
y the
recip
ient. F
urthe
r, Bo
hler E
ngine
ering
mak
es no
repr
esen
tation
rega
rding
fitne
ss of
the e
lectro
nic fil
e for
any p
artic
ular p
urpo
se, o
r suit
abilit
y for
use w
ith an
y soft
ware
or ha
rdwa
re. It
is th
e rec
ipien
t's ob
ligati
on to
unde
rstan
d the
desig
n inte
nt an
d to u
se th
is dig
ital d
ata ap
prop
riatel
y.Du
e to t
he al
terab
le na
ture o
f elec
tronic
docu
ments
, Boh
ler E
ngine
ering
does
not m
ake a
ny ex
pres
sed o
r impli
ed w
arra
nty fo
r the
accu
racy
or co
mplet
enes
s of th
is inf
orma
tion.
The i
nform
ation
, des
ign an
d con
tent o
f this
file ar
e pro
priet
ary a
nd sh
all no
t be c
opied
or us
ed fo
r any
purp
ose w
ithou
t prio
r writt
en au
thoriz
ation
from
Boh
ler E
ngine
ering
.On
ly cu
rrent,
sign
ed an
d sea
led pl
ans s
hall b
e utili
zed f
or co
nstru
ction
purp
oses
.Vi
ewing
the c
onten
ts of
this f
ile sh
all se
rve as
your
ackn
owled
gmen
t of a
ccep
tance
of th
e abo
ve te
rms a
nd co
nditio
ns. B
y ope
ning t
his fil
e or t
hrou
gh th
e use
of th
e info
rmati
on co
ntaine
d her
ein, th
e rec
ipien
t agr
ees t
o ind
emnif
y and
hold
Bohle
r Eng
ineer
ing ha
rmles
s fro
m an
y los
s, da
mage
, liab
ility o
r cos
t, inc
luding
reas
onab
le att
orne
y's fe
es th
at Bo
hler E
ngine
ering
defen
ding s
uch c
laims
, aris
ing fr
om an
y use
or re
use o
f this
electr
onic
docu
ment
or in
forma
tion.
2008
Boh
ler E
ngine
ering
.
REVISIONS
REV DATE COMMENT BY
LOCATION OF SITE
FOR
PROJECT No.:DRAWN BY:CHECKED BY:DATE:SCALE:CAD ID:
SHEET NUMBER:
SHEET TITLE:
PROJECT:
C A L L B E F O R E Y O U DI G
D IG W
I T H C . A . R .E.
CALL BEFORE YOU DIG1-800-632-4949
NORTH CAROLINAITS THE LAW
NCC152097 SRF
BWR 6/17/16
NEIGHBORINGCONCEPTS
1708 LUTHER STCITY OF CHARLOTTE,
MECKLENBURG COUNTY, NORTH CAROLINA 28205
1 7/1/16 SRFPER CHA COMMENTS
3 7/21/16 SRFCYCLE 1 CODECOMMENTS
4 8/4/16 SRFINTERACTIVE REVIEWCOMMENTS
5 9/13/16 SRFLAND DEVELOPMENT2ND SUBMITTAL
6 10/4/16 SRFINTERACTIVE REVIEW
7 10/18/16 SRFCYCLE 3 CODECOMMENTS
8 10/28/16 SRFLAND DEVELOPMENT3RD SUBMITTAL
NORTH CAROLINA
REGISTER
E DP R O F E S S I O N A L
ENGINEER
No.36308
CH
RI STOPHER R . CAPEL
LIN
I
10/28/16
REDEVELOPMENTTALL OAKS
SITE D
1"= 10'
0 102.5510
CURB AND GUTTER
SPILL CURB TRANSITION CURB
DEPRESSED CURB AND GUTTER
CONCRETE CURB &GUTTER
PLAN
SITE
C-6
SS01"=10'
SITE KEYNOTES1
2
3
4
5
6
7
8
9
10
11
14
12
13
15
16
17
PROPOSED STRIPING (TYP.)
PROPOSED ADA SYMBOL (TYP.)
PROPOSED ADA COMPLIANT SIDEWALK RAMP WITHHANDRAILS
PROPOSED CONC. SIDEWALK (WIDTH VARIES)
PROPOSED SANITARY CLEAN OUT
PROPOSED TRANSFORMER PAD
PROPOSED ADA COMPLIANT CURB RAMP
PROPOSED CONCRETE BOLLARD
PROPOSED ADA ACCESSWITH CROSS-SLOPE <2%
PROPOSED WATER METER VAULTPROPOSED ABOVEGROUND 1" BACKFLOWPREVENTER (SHEET C-12)PROPOSED ADA COMPLIANT HANDRAIL
PROPOSED RAMP LANDING (CONTRACTOR TOMAINTAIN < 1:48 CROSS AND RUNNING SLOPE)
PROPOSED RETAINING WALL
PROPOSED 2'-6" NCDOT CURB AND GUTTER
PROPOSED 3'X3' CONDENSER PAD (TYP)
PROPOSED LIMITS OF BURIED FOUNDATION
18 PROPOSED ABOVEGROUND 6" BACKFLOWPREVENTER (SHEET C-12)
19 PROPOSED STORMWATER CATCH BASIN
20 PROPOSED BOLLARD MOUNTED ADA PARKING SIGN
21 PROPOSED CONCRETE SWALE
22 NOT USED
23 PROPOSED ELECTRIC METER
24 PROPOSED STORMWATER MANHOLE
CONCRETE SIDEWALK
PROPOSED TREE SAVE AREA
HATCH LEGEND
HEAVY DUTY CONCRETE
STANDARD DUTY ASPHALT PAVEMENT
NCDOT PAVEMENT
25 PROPOSED OPAQUE SCREENING
26 PROPOSED TYPE II-MODIFIED DRIVEWAY
27 PROPOSED CURB CUT
28 PROPOSED LIMIT OF EXPOSED FOUNDATION
29 PROPOSED STOP SIGN
GENERAL NOTES1. DEVELOPER/APPLICANT
CHARLOTTE HOUSING AUTHORITY400 EAST BOULEVARDCHARLOTTE NC 28203CONTACT: TROY DRAWZPHONE: (704) 336-4227
2. THIS PLAN IS BASED UPON THE FOLLOWING:CAROLINA SURVEYORS, INC."A BOUNDARY AND TOPOGRAPHICAL SURVEY SHOWING PROPERTY ONLUTHER STREET SURVEYED FOR: THE HOUSING AUTHORITY OF CHARLOTTE"DATED: 03/23/16
3. CONTRACTOR TO VERIFY NUMBER OF STEPS VIA SPOT SHOTS
LEGEND
TITLE SYMBOL
TREE PROTECTION TP
30 PROPOSED LOCATION OF ROLL OUT CONTAINERS
31 PROPOSED LIGHT (TYP.)
NOTESSEE L-2 FOR TREE PROTECTION DETAIL
TREE SAVE NOTE:
1. PROPOSED IMPROVEMENTS AND GRADING WITHIN TREE SAVEPROTECTION AREAS TO COMMENCE UPON AUTHORIZATIONBY URBAN FORESTRY.
2. LIMITS OF DISTURBANCE TO BE LOCATED OUTSIDE OF TREEPROTECTION ZONE AND TO BE DISTURBED UPONAUTHORIZATION BY URBAN FORESTRY.
VCONDON
Line
VCONDON
Line
VCONDON
Text Box
Prior to installation of new sidewalk or removal of existing sidewalk a field meeting with the Urban Forestry Specialist and Site Inspector is required. See CMLD Std 40.11.
VCONDON
Line
