NCC242922_Site Plan or Location Map_20240920

DowSign Envelope ID:703B656A-1000-DCE-9A07-76A6343E45A7
m
OWNER INFORMATION +t REVISIONS a
OLD APEX ASSOCIATES LP �,`���fE S�0�i�''" #1 CONSTRUCTION PLAN-TOWN OF APEX 8/02/2023 j
230 COURT SQUARE SUITE 202 -2 .i °4 . ' O
CHARLOTTESVILLE,VA 22902 SEAL = #2 CONSTRUCTION PLAN-TOWN OF APEX 9/8/2023
434-531-6301CASTLE DEVELOPMENT PARTNERS -E = o
[e-mail] `9 W u
r �_
CONTRACT PURCHASER:N/A % N" °�\ U
ANNEXATION#117,188 ,,�4 le Yl i'' ,,s+ Lo
n
66
SITE INFORMATION 11/2/2023
O CANDUN DRIVE,APEX,NC CONSTRUCTION PLANS FINAL DRAWING
PIN:0753015606,0753016795,0753024120,0753026029, FOR CONSTRUCTION 131
13
0753028181,0753019925,0753019769,0753013228,0743908968 3
ro
TOTAL ACREAGE:10.39 ACRES 0
TOWN OF APEX DEVELOPER CIVIL
ZONING:PUD-CZ(PLANNED UNIT DEVELOPMENT CONDITIONAL ZONING) Q
REZONING CASE:21C229 UI
2045 LAND USE HIGH DENSITY RESIDENTIAL&COMMERCIAL SERVICES Ii '1iI CASTLE xvooten131
SETBACKS: RCA 1 RCA 2 PARCEL 1 PARCEL 2 PARCEL 3 NORTH C A R O L I N A
FRONT-NONE FRONT-10' FRONT-$0'/20' FRONT-$0' FRONT-10' DEVELOPMENT PARTNERS 120 North Boylan Avenue Raleigh NC 27603-1423 0
SIDE-NONE SIDE-20' SIDE-50'/5' SIDE-50'/50' SIDE-NONE [e-mail] 919.828.0531 Fax [phone] 1.3
REAR-NONE REAR-5' REBUFFER; REAR-10' REAR-NONE THE DEPOT AT N 0 RT H SALEM 2302,
[e-mail] BUFFER-10'TYPE"A" I
EASTERN BUFFER-15'TYPE"A"
NORTH SALEM STREET-30'TYPE"A" ARCHITECT LANDSCAPE ARCHITECT ta
WESTERN-0' 2 2 00 CANDUN DRIVE Lo
ULAURA DUNCAN ROAD-0'
NOTE:THE OVERHEAD DUKE ENERGY ELECTRICAL EASEMENT ALONG NORTH SALEM ST.SHALL BE 1)Y N '` 1 I I` PROSPECT LANDSCAPE ARCHITECTURE P//C m
COUNTED TOWARDS THE REQ.BUFFER STANDARDS AS IDENTIFIED WITHIN VARIOUS UDO
SECTIONS.VEGETATION PLANTED UNDER THE BUFFER SHALL BE CHOSEN TO BE 20 FEET OR LESS w
TALL,SO AS TO AVOID IMPACTING THE OVERHEAD UTILITY LINES. SITE PLAN EXPIRATION DATE:4/27/2026 DESIGN [e-mail] t
SECONDARY WATERSHED PROTECTION OVERLAY DISTRICT 227 GLASCOCK ST dl
.. t• r^ 7p ,�„--`-= F<- `- �• [e-mail] RALEIGH,NC 27604 v
FEMA 100YR FLOODPLAIN:SITE NOT LOCATED IN FLOODPLAIN .L _ fin''- f I - a
t y • y ? ✓ - 5901 PEACHTREE DUNWOODY RD E
BUILDING C,SUITE 250 o
GRADING TYPE PROPOSED: MASS 4• • r> t� h - '^ �' �Fk7eTy1®r y
y - Y� ,yt s^-t• ATLANTA,GA 30328 SHEET NUMBER SHEET TITLE SHEET NUMBER SHEET OTLE
•
C-0.01 COVER SHEET C-6.03 EROSION CONTROL PHASE;
VARIANCE CONDITIONS:N/A •Y ^"s -F O
7 Yy ) C-0.02 GENERAL NOTES-LEGEND C-6.04 EROSION Sit MMER DETAILS
T 1. -. •+` r- . �.. ..Y ¢ w. L CLW BOUNDARY SURVEY C-].W DETAILS-SITE _
BUILT UPON AREA: C' •Y.,.'.r-4( - - ,: ,..; .,r „�, - -
' � C-1.W E%CONDITIONS C].W DETAILS-SITE a+
MAX.BUILT UPON AREA:70%OF TOTAL AREA s� s s C-102 EX CONDITIONS WEST C-7.02 DETAILS-SITE sq
U
PROPOSED BUILT UPON AREA:45.3%OF TOTAL AREA C-103 DEMO&STAGING C-7.03 OETAIL451TE
9PL PVJ'O z C-203 SITE KEY MAP C-7.06 DETAILS-SITE-THIRTIES u
BUILDING AREAS: T/> <'s C-2.01 SITE PLAN C-7.06 DETAILS-LTTIILTIES w
EXISTING BUILDING AREA:0 SF P�cP OFFSITE A C-102 SITE PLAN WEST C-7.03 DETAILSUTIILTIES S
PROPOSED GROSS BUILDING AREA:313,6385E IMPROVEMENT IX&203 OFFSITE ROADWAY IMPROVEMENTS C-701 DETAILS-UTIILTIES
PROPOSED GROSS FLOOR AREA BY USE: SITES - C-2.Oa VEHICLE TURNS C-0.ro DETAILS-UTIImFS
1000A: AREA c-Cos SIGNAGE AND STRIPING NAN C-7.09 DETAILS-STORM
• C-206 EASEMENT IXHIBIT C-7..10 DETAILS-ES
BUSINESS(LEASING)2,948 SF /,A C-207 EASEMENT EXHIBIT C.7.11 .DETAILS-ES
A-3(CLUB/AMENITY/FITNESS)4,046 SF /�� ..;;1' _
R-2(RESIDENTIAL)104,587 SF ,/ / 70,-_,+a Caro GRADING OVERALL C-7.12 DETAILS-ES
2000A: s ---�. C--102 GRADING PIN BLDG-2000 C4.14 .DETAILS-ES
BUSINESS(DOG SPA-AMENITY FOR RESIDENTS ONLY)285 SF yLo i - v I,PEx Rv • c 3oa DRAIN-303 AGE PLANG NK OV
ERALL EMLL u 101 _UflUil'PHOTOMEIRIC$ENTIAL LOTS
S-2(GARAGES/MAINTENANCE)3,1825F a' oPev' 'f( IN VR °�- + C-305 DRAINAGE PROFILE BLDG-1000 UP1-m UTIUIY PHOTOMETRICS
R-2(RESIDENTIAL)104,1175F )p °` Ili, ,ryF \ c-ia oRAINAGE PROFILE BLDG L20) OVERALL PLANTING PLAN
3000A ! g 1t :, '- A� - [-30] DRAINAGE PROFILE BLDG-3000 12A1 RCA&BUFFER pLANTNGS
rv5-2(GARAGE)3,878 SF '1{ %AA Y ,- C-108 GREENWAY PLAN AND PROFILE L202 RCA&BUFFER PLANTINGS
R-2(RESIDENTIAL)90,$95 SF �*- r A - _ C-309 GREENWAY CROSS SECDONS L2OG RCA&BUFFER PLANTINGS
• y
en E �4, 1 • 1 . II ' S� - ,,g, C-110 LAURA DUNCAN PLAN AND PROFILE L206 POOL ENLARGEMENT PLAN
.i I - dv (' % C9 r • -n C-311 LAURA DUNCAN CROSS SECTIONS L400 _FEINTING DETAILS
o BUILDING HEIGHT APARTMENTS - r P�q C-312 LAURA DUNCAN CROSS SECTIONS LAW AMENITY DETAILS •
MAXIMUM BUILDING HEIGHT 60' B c •,, Tip �, c<.ro U1IUTVPLAN Aall OVERALL ELEVATIONS BLDG]Oro
PROPOSED HEIGHT OF BUILDINGS: ` 'firs . a w i C-401 MDTV PLAN AND PROFILE Aalz OVERALL ELEVATIONS BLDG lro0
#1000:59'-7",4 STORIES #2000:58'-9"4 STORIES #3000:59'-7"4 STORIES ` �`t .L c-sro 5WM PLAN BLDG-1000 Aa13 OVERALL ELEVATIONS BLDG=
- G1 •i' PROJECT AREA sit uRCN R° SITES C-5W SWM PLAN BLDG-2ro0 A4-21 _OVERALL ELEVATIONS-BLDG 2Uro
RCA BREAKDOWN: LEM>N C-5.02 SWM PLAN BLDG-3000 A4-22 OVERALL ELEVATIONS-BLDG 20ro
2 RCA REQUIRED:204/o,2.08 AC. � y - C-600 EROSION CONTROL PHASE I-A A4-31 _OVERALL ELEVATIONS-BLDG3030
LJ RCA PROVIDED:20.4G/G,2.11 AC. ,F ~ ----,-4. 0 C-6W EROSION CONTROL HASE I-B Aa32 OVERALL ELEVATIONS-BLDG 30011
m (THE RCA FOR PARCELS 1 AND 5 SHALL BE PLANTED AND DEDICATED PRIOR TO THE LAST SITE PLAN • 1• ' " t 1 0,5� Q c-602 EROSION CONTROL PHASE2 AI n TRASH ENCLOSURE
FINAL PLAT FOR THE RESIDENTIAL PORTION OF THE DEVELOPMENT.) A,J - . y SP- •
c i II BUILDING INSPECTIONS&PERMITS TOWN OF APEX CERTIFICATION I
3 yysn r�' , F 1 pQ� 1 TFsdraw rig nos been rev ewed bytne Town of Apex Bu ld'ng nspeR ons&Permits TRANSPORTATION&INFRASIRUEn DEVELOPMENT
NO HISTORIC STRUCTURES - •1� /-' °R A A Oepartmeny antl[otM1e best of my knowletlgeantl belief,ronforms to[tie TRANSPORTATION ENGINEERING
p% f' >F el.,. %AKE PINE requirements established within the Town's Code of Ordinances antl the North TOWN OF APEX CERTIFICATION
56,750 GPD OF SEWER CAPACITY REQUESTED(RESIDENTIAL) US HIGHWAY 64W _ 1 1'' a - Carolina State Building Cutts However,this signature does not cons..a variance This drawing has been reviewed by me Town of Apex Transportation Si
V(. _ G,. � rdrT from any requirements contained n any federal,state,or lout code,law, Infraztru<Nre Development Department and[o the best of my knowledge and
! {{� t 4' dF, N N specification,rule or ordinance.Its the sole responsibility of the owner/devabper, belief,provides an acceptable transportation system with consideration for cite
Le TYPE OF CONSTRUCTION-VA ''' .1'9+; ifS - r - 4 / �T•aA any of his agent or contr.professionals to ensure,.this construction plan elements conned within the Transportation Plan conforming to the requirements
O �'aa 1 " - _- k. `3 meets all the aforementioned requrements ertablsnetln the Standard Specfca[ons&Standard Details and the Unified
o FIRE SPRINKLER IS PLANNED I it.4i� - 1,. \``'„' }- -, -a Development Ape. signature not
U ¢, .• 4illilir .�y SY3 H `, �l,e - •y or owcpceavarameanm,tnv reqI:men H a'M1 vreaaal,rtazes or local
U PROVIDED COMMUNITY AMENITIES:DOG PARK/COMMUNITY POOL/ ''F 9 - q •'+ - - • )-, ey: code,law,specificaton,rule or ordnnce n p sbTIv of the
<o ENTRANCE FOCAL LANDSCAPE AREA/EASEMENT DEDICATED FOR PUBLIC ART ,,. - - ter K•r. J 4 r_!1$Y'b.. - (; 1111• construction 1pi.�mK�all the aforementioned reprnr.aa la
C` I ELECTRIC TOWN OF APEX CERTIFICATION I uetrequirements.
SUPPLEMENTAL STANDARDS NOTES: VICINITY MAP _ _PROJECT AREA MAP This drawing has been reviewed by the Town of Apex Electric Department,and to the
best of my knowledge and belief,conforms to the requirements established in the By:
v, 1. ALL MULTI-FAMILY OR APARTMENT DEVELOPMENTS WITH ONE OR MORE DUMPSTER OR A „� `1� Standard Specifications and Construction Details and the Unified Development
,n NOT TO SCALE ` SCALE-1"=400' Ordinance of the Town or Apex.However,this signature does not constitute
IT TRASH COMPACTOR MUST PROVIDE A RECYCLING AREA AND A CARDBOARD DUMPSTER;BOTH WATER RESOURCES SOIL EROSION&SEDIMENTATION CONTROL
° SHALL BE SCREENED WITH SIMILAR MATERIALS TO THE DUMPSTER OR COMPACTOR ENCLOSURE; variance from any reuirements contained in federal,state,or local code,law,
ficaion,roe or ordinance. is a le responsibility of the owner/developer, TOWN OF APEX CERTIFICATION
E 2. THE OVERALL ENCLOSURE DESIGN MUST COMPLY WITH THE STANDARDS FOUND IN THE TOWN'S any of his agents ra<tprofessionalscet ensure that this ohm T
all the aforementioned requ, knowledge
drawing e reviewed Tow o x an r
and SedimentationeCon of Ordinance of the Town of Apex „thsy
DESIGN AND DEVELOPMENT MANUAL meet men. n
O TOWN OF APEX STANDARD does not constitute a variance fro ny requirement.coma However,
any federal,state,
p PARKING DESIGN CRITERIA: BY: or local code,law,specification,rule or ordinance.a is the sole responsibility of the
u TRANSPORTATION ZONING CONDITIONS: SPECIFICATIONS&STANDARD DETAILS owner/developer,or any of ma agent or contract professional..ensure that this
Minimum Maximum Proposed I FIRE DEPARTMENT TOWN OF APEX CERTIFICATION I construction plan meets all the aforementioned requirements.This signature does
1.ALL PROPOSED DRIVEWAY ACCESS AND IMPROVEMENTS ON STATE-MAINTAINED ROADWAYS ARE SUBJECT TO .plan approval,only plan requirements.A separate letter of plan
rn (1.3space/unit)(1.6space/unit) VERSION:FEB.28,2023
NCDOT REVIEW AND APPROVAL. T.drawing has been reviewed by the Town of Apex Fire Department,and to the approval will be mailed to the financially responsible person at a later dace
227 UNITS 295 363 309 2.ALL DEVELOPMENT FRONTAGE IMPROVEMENTS ALONG NORTH SALEM STREET SHALL BE BASED ON A ben of my knowledge and belief,conforms to the requirements established witl,in according to the construction sequence.
IU the Towns standard Specifications,Fire Protection ordinances,and the Norco
MINIMUM,A 41'BACK-TO-BACK 3-LANEAC ESS POINTO ON SHALL0'RIGHT-OF-WAY.NORTH PART AOF ETM ETON-REOIDENTIAL Carolina International Eire code.However, s signature apes not constitute
52%OF PARKING IS ON THE REAR OR SIDE(162 SPACES) SITE PLAN,A MAXIMUM OF ONE(1)ACCESS BE PROPOSED ON SALEM STREET,TO BE GROSS FLOOR AREA PARKS AND RECREATION SITE DATA TABLE u By:
.2 LOCATED WEST OF SALEM CHURCH ROAD AND SERVING THE SOUTH PARCEL. ordinance. responsibility of We o eIr/develop
E Zoning Condition: A A minimum of 5%of the parking spaces shall be Electric 3.ALL DEVELOPMENT FRONTAGE ALONG LAURA DUNCAN ROAD SHALL INCLUDE A 5'SIDEWALK ON THE WEST Date Reviewed by PRCR Advisory Commission:FEBUARY 23,2022 ensure that this construction plan
r WATER RESOURCES STORMWATERENGINEEXING
SIDE AND 10'SIDE PATH ON THE EAST SIDE.A MAXIMUM OF TWO(2)ACCESS POINTS SHALL BE PROPOSED,ONE p meets all the aforementioned requirements.
Vehicle(EV)Charging spaces.EV charging spaces for the residential development LOCATED NORTH OF CANDUN DRIVE SERVING THE WEST SIDE AND ONE ACROSS FROM CANDUN DRIVE ] Fee-In-Lieu of Dedication: TOWN OFAPEXCERTIFICATION
shall be based on the number of parking spaces required by the UDO rather than the SERVING THE EAST SIDE. Single-femiydetechld URI130 3,753.89 per unit= $
This drawing has been reviewed by the Town of Apex Water Resources Stormwater6
'd- reduced parking ratio proposed by the PUD. 4.ALL DEVELOPMENT FRONTAGE ALONG BOTH SIDES OF CANDUN DRIVE SHALL INCLUDE A 5'SIDEWALK.A BUILDING tlOYA LEVEL04 By: Utility Engineering Division and to the ben of my knowledge and belief,conforms to
N1 MAXIMUM OF THREE(3)ACCESS POINTS SHALL BE PROPOSED,TWO LOCATED ACROSS FROM EACH OTHER 04.e10 SF single-family attached units x$2,528.25 per unit 0 $ the requirements established in the standard specifications and standard Details and
_c WEST OF LAURA DUNCAN ROAD SERVING THE NORTH AND SOUTH SIDE AND ONE NORTH OF NORTH SALEM DUMDUM 1000a the Unified Development ordinance or the Town of Apex.However,
EV PARKING SUMMARY: LEVEL of 227 multi-faml units per505,313.35 • PARKS,RECREATION,AND CULTURAL RESOURCES
p STREET SERVING THE EAST SIDE Y $2,226.D$ unit= $ TOWN OF APEX CERTIFICATION does not constitute a variance from any requirements contain.in any federal,state,
Z 5.DEVELOPER SHALL PROVIDE A SO'BUILDING SETBACK ALONG LAURA DUNCAN ROAD FROM NORTH SALEM BUILDING 1000.9 LEVEL Oa or local code,law,specification,role or ordinance.It is the sole responsibility of the
Total Fee-In-Lieu: $505,313.35 Thee one have been reviewed the owner/developer,or any of his agents or contract professionals to ensure that mis
REGULAR PARKING REQUIRED PER UDO STREET TO CANDUN DRIVE AND ALONG THE ENTIRE DEVELOPMENT FRONTAGE OF NORTH SALEM STREET IN p by pex,and to the best of my
U BUILDING tmDB LEVEL 09 core-PL..plan meets all the aforementioned requirements.Mx signature serves
1.5 PER 1-2 BEDROOM UNITS(306 SPACES) CONSIDERATION OF THE PLANNED GRADE SEPARATION OF LAURA DUNCAN ROAD AT THE RAILROAD TRACKS. ae cos so:
❑ Acres of Land Dedication knowledge antl belief,conform to representations made by me developer urn
ID and the Parks,Recreation,antl Cultural Resource Advisory Commission consistent es.dormer...rpermit for this project.
1,..
6.DEVELOPER SHALL PERFORM A WARRANT STUDY FOR THE INTERSECTION OF SALEM CHURCH ROAD AT NORTH
1.8 PER 3-BEDROOM UNITS(41 SPACES) Public Greenwa Troll Construction Ves No ❑ with the project requirements for public Parks and Recreation,either in total or in
SALEM STREET IF DIRECTED BY APE%STAFF PRIOR TO SITE PLAN APPROVAL OF THE NON-RESIDENTIAL PARCEL y part,,:qutlmee in the Town grope.Unified Development Ordinance one Town or
m TOTAL SPACES=347 SOUTH OF NORTH SALEM STREET AND INSTALL A TRAFFIC SIGNAL IF DETERMINED BY WARRANT STUDY AND
LEVEL 02 13.959 SF Apex Code of Ordinances.However,this signature does not constitute a variance BY:
REQUIRED BY NCDOT.IF NOT REQUIRED AT THAT TIME,DEVELOPER SHALL HAVE NO FUTURE RESPONSIBILITY ,coc from any requirements contained in any federal,state,or local rode,law,
N 1 BDRM UNITS=97 FOR A TRAFFIC SIGNAL. BUILDING 2000A LEVELOA • specification,rule or ordinance.It is the sole responsibility of the owner/deveoper,
✓ 2 BDRM UNITS=107 0a cop BF 7.DEVELOPER WILL DEDICATE A MAXIMUM OF 0.24 ACRES OF ADDITIONAL RIGHT OF WAY AS SHOWN ON THE Greenway Construction gYes❑ r any of his agent:
NO WATER RESOURCES UTILITY ENGINEERING
ce contract professionals to ensure that this construction pun
p SITE LAYOUT BASED ON A CONCEPTUAL FUTURE SINGLE-LANE ROUNDABOUT AT THE INTERSECTION OF NORTH B 22�748,55 meets acme aforementioned requirement. TOWN OF APEX CERTIFICATION
d 3 BDRM UNITS=23 SALEM STREET AND SALEM CHURCH ROAD. Greenway Construction Cost Estimate S x 125%of estimate=Greenway This drawing has been reviewed b M1 Town of Water Resources De g yt a Apex Department,
C B.ATTIRE TIME OF CONSTRUCTING DRIVEWAY ACCESS TO THE NON-RESIDENTIAL PARCEL LOCATED SOUTH OF Performance Guarantees 28.435.69 (payable by cash,certified check,surety bond,or and to the best or my knowledge and belief,conforms to the requirement
N NORTH SALEM STREET,DEVELOPER SHALL WIDEN NORTH SALEM STREET TO PROVIDE A TWO-WAY LEFT-TURNer: rtablisnea in the Standard Specifications and Standard Details of me Town of Apex.
EV SPACE REQUIREMENT=S%TOTAL SPACES letter of credit).Please contact Jean Weatherman,DeveloomentServicesManagerat(919)249-
E IaNE(TWLTU BETWEEN THE DRIVEWAY ACCESS AND SALEM CHURCH ROAD SERVING LEFT TURNS AT BOTH aullDlxo OmOa LBVBLoqern this signature does not constitute,variance from any requirements
D. EV SPACES REQUIRED=I7 SPACES INTERSECTIONS. 01m,EF 3394 prior to submitting the Performance Guarantee. tied in any federal,state,or local code,law,specification,rule or ordinance.It
O PLANNING/ZONING TOWN OF APEX is sole responsibility of me owner/developer, any
EV SPACES PROVIDED=18 SPACES 9.PRIOR TO THE FIRST SITE PLAN FINAL PLAT FOR THE RESIDENTIAL PARCELS,DEVELOPER SHALL LENGTHEN THE I I ponsi ry per,or an f hs agents or contract
EASTBOUND LEFT TURN LANE ON OLD APEX ROAD APPROACHING CARY PARKWAY TO THE MAXIMUM EXTENT Thisconstruction tlrawing M1as been reviewed by the Town of Apex Planning professionals to ensure Mat this construction plan meets all the aforementioned
CENTROID OF PROJECT POSSIBLE BY RESTRIPING THE EXISTING PAINTED MEDIAN ISLAND FOR ADDITIONAL STORAGE LENGTH ONLY IF Department,and to the best of my knowledge and belief,conforms to me regal ements.
NCDOT ALLOWS THIS WORK TO BE DONE WITHOUT MILLING AND ASPHALT OVERLAY.IF NCDOT REQUIRESWILDING SIOCA LEVEL On MKT SF Sub
ivision or Site elan that was approved by the Town of apex Town council or
BUILDING MODA LEVEL CM TechnicalRevieweommittee,as appropriate,and meets me standards of me Town
LATITUDE:35.760867 MILLING AND ASPHALT OVERLAY THEN THIS WORK SHALL NOT BE REQUIRED OF THE DEVELOPER. PUBLIC INFRASTRUCTURE TABLE ex Unified Development Ordinance.This signature does not constitute a By:
it 10.DEVELOPER BICYCLE
R SHALL CONSTRUCT TWO BUS STOPS PER TOWN OF APEX STANDARDS WITH AMENITY PAD, BUILDING MODB variance al,oze s 100S00arn any requirements of Me originally approved Subdivision or She Plan
U LONGITUDE:-78.829086 BENCH,BICYCLE PARKING,AND TRASH RECEPTACLE.BUS STOPS SHALL BE CONSTRUCTED TO ACCOMMODATE - WATER LINES:0 LF STORM DRAIN(PUBLIC):211 LF ted above,or any federal,state,or losel code,law,specification,role,guideline,or
A SHELTER,BUT SHELTERS SHALL NOT BE PROVIDED BY THE APPLICANT.THE BUS STOPS SHALL BE PAIRED,TO SEWER LINES:65 LF SIDEWALK/GREENWAY$:1,875 LF ordinance.h isthesole responsibility of the owner/developer,or any or his agents or
NATURAL DRAINAGE PATTERNS PRESERVED SERVE BOTH SIDES OF NORTH SALEM STREET,THE FINAL LOCATION TO BE DETERMINED BY APEX STAFF DURING contract professionals to ensure that this construction plan meets all the
.o SITE PLAN REVIEW.IF NEEDED,A TRANSIT ACCESS EASEMENT SHALL BE PROVIDED FOR PUBLIC ACCESS TO THE BUILDING 3000E LEVEL IA 11.1366 SF mgaq eF CURB&GUTTER:970 LF NEW STREETS(PUBLIC):0 LF aforementioned requirements.
BUS STOPS. C-O.O 7 1 2.11 AC. By:
I-