NCC232950_Site Plan or Location Map_20230929

GFNFARI SITE PI AN NOTES_ = Ir rveii slzEs.
1. ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY. ALL SIGNS MUST MEET THE REQUIREMENTSlirir D IrvaCOURSE
FLAT POST CAP -RST WTTOR SURFACE
e'BLOCK \ / Uss va"wuare
SET FORTH BY THE CITY OF CONCORD DEVELOPMENT ORDINANCE AND ANY COVENANCE THAT MAY ■i�' GROUTED sotto FINALr Fr TO BE APPLIED AFT.7!!yy - \ / Rrs%oEVEiwuEmTOCCUPANCY
APPLY FOR THE AREA. o� .ii■t n TACK COAT
CENTERLINE CURVE TABLE ■y \ / " "STEEL TUBE FRASSEWITH
2. SIDEWALKS SHALL BE CONSTRUCTED OF NOT LESS THAN 3,600 PSI CONCRETE AND SHALL BE CURVE LENGTH RADIUS BEARING PRwc Par au LO Nc oN E ��lQ� \ _ / BRACING ON ��,i�
4 INCHES THICK,CONSTRUCTED ON AN ADEQUATELY GRADED BASE,EXCEPT WHERE A SIDEWALK Cl 57.13' 150.00' N68°10'35"E D����i e - INTEROe I�I:. / �,. L'sar COURSEMEDIATE ellillM
CROSSES A DRIVEWAY IT SHALL BE 6 INCHES THICK. SUBGRADE SHALL BE COMPACTED TO 95% C2 63.67' 150.00' N65°40'45"E 0" \ / \\\`�
f■! \ / TOP HEIGHT ���A ,
OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. THE SURFACE OF THE C3 24.77' 1$0.00' N65°40 45"E ®lei `'
SIDEWALK SHALL BE STEEL TROWEL AND LIGHT BROOM FINISH AND CURED WITH AN ACCEPTABLE CURING C4 99.92' 150.00' N51'49'54"E / \ / ��Ri CAMTTA, T ili;. ���
COMPOUND. TOOLED JOINTS SHALL BE PROVIDED AT INTERVALS OF NOT LESS THAN 5 FEET AND C$ 57.34' 150.00' N68°OS'S6"E i,9■I- \ / oecoxwT DECORATIVE PANELS N aH F ' ■ BASE A A yy�4-,0y4�����,aa COURSE Amicus Part . FL:
EXPANSION JOINTS AT INTERVALS OF NOT MORE THAN 45 FEET. THE SIDEWALK SHALL HAVE A C6 101.09' 82.50' N19'47'34"E 10 1®I'V - \ �. / /ems HEAw Dury STEEL HNCEs �- - l'1 � SHOULD ENTIRE ES COMPACTED cGREGATE BASE oEv>=LaPMENr HAVE aRceR OFsoRcec TYPE Bzs.Ox
C7 61.18' 149.00' N66°28'24"E SCOUL
LATERAL SLOPE OF(1/4)INCH PER FOOT. w REaax.190.0C.�" 11 - \ / ttP EACH GATE x A . .�. ._ sxoTL
C8 58.37' 99.00' N56°13'04"E „-,. _„ GREATER THEN AN ALTERNATIVE BASE COURSE PAVEMENrP�v�
arR BAni J BETWEEN
- - DESIGN MAY BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.
3. ALL PARKING SPACES SHALL BE 9 FT WIDE AND 18 FT DEEP. SUBGRADE FOR PARKING LOT AND C9 34.54' 100.00' N70'12'26"E 00 '..''4 f _ BETWEEN POSTS SECTION A-n
LOADING AREAS TO BE COMPACTED TO 100%MAXIMUM DENSITY OBTAINABLE WITH A STANDARD O10 126.92' 300.00' N65'21'15"E YYY I I'x.":T• `.1 NOTE:1.ALL GATES SHALL BE SELF CLOSING AND SELF LATCHING WITH KEY ACCESS. SUBGRADE Firm License # P-1191
• e20E(SEE SECTION Ta,e)
C11 70.69' 45.00' North , STEEL •calve z.FENCE AND GATES SHALL MEET ALL APPLICABLE NORTH CAROLINA BUILDING COOS REM REMENTs COMPACTED suet 30 Union Street South
PROCTOR TEST WITHIN THE UPPER 24"AND 95%MAXIMUM DENSITY BELOW 24". SEE THIS SHEET DUMPSTER/MECHANICAL EQUIPMENT - LOCATED ON OUTSIDE OF GATE
SCREEN WALL DETAIL _D'DECORATIVE SAFETY FENCE DFTAII PAVEMENT OMPACSPECIFICAITONS Concord, NC 28025
SHEET FOR PAVEMENT REQUIREMENTS IN LOADING AND PARKING AREAS. scue.NOT To SCALE DUMPSTER ENCLOSURES DETAIL SLATE:SOT To SCALE SCALE:DOT TO scut
4. ADDRESS MUST BE POSTED IN VISIBLE LOCATION WITH 6-INCH NUMBERS. SCALE:NOT To SCALE
_ >/ 'Is. I STOP BAR(I YP.y �� \ l / Civil Site Design
5. PER CITY OF CONCORD CDO SECTION 7.10.4-HVAC AND SIMILAR TYPES OF INCIDENTAL MACHINERY OR CENTERLINE LINE TABLE -1\ 12'C PUBLIC
\\ LOW Impact Development
EQUIPMENT SHALL BE SCREENED FROM VIEW OR LOCATED IN SUCH A MANNER AS TO NOT BE VISIBLE FROM e '-�SS 4$fre EASEMENT STOP SIGN P.' ---
LINE LENGTH BEARING 1 63' �- '�etYartl �- . --_, Small Scale Building Design
THE STREET. TRASH RECEPTACLES,DUMPSTERS,UTILITY METERS,ABOVE-GROUND TANKS,SATELLITE DISHES, p ' /• \- (SEE DETAIL 6/2,2 -- 9 9
L1 66.02' N11°5T32"W IJ•
AND ANTENNAS SHALL BE SIMILARLY SCREENED. L2 22.83' N33.46'56"W P' /1 I --- \- '� \ Telephone: 704.573.IB21
6, ALL MEASUREMENTS ARE TAKEN FROM EDGE OF PAVEMENT,UNLESS OTHERWISE NOTED. •� LIGHT POLE TYP. +'WNr�� •-••• ••Ir• -•-y Facsimile: 704.248.7951
L3 59.86' N33'46'S6'W / _-�' \ i +'+m •►.
7. TRASH SHALL BE CONTAINED IN DUMPSTER. DUMPSTER PAD SHALL BE 6"CONCRETE REINFORCED WITH WELDED WIRE FABRIC. North - --- OUTPARCEL#5 ` %. ' SCREENED PER CONCORD CD•`
8. ALL DRIVES AND ISLEWAYS SHALL HAVE HEAVY DUTY PAVEMENT. FOR PAVEMENT SPECIFICATIONS,SEE DETAIL ON THIS SHEET. L4A 9 3 North t - -/' -IV)rf-�A� / "�1 / + / �i�� SEE DETAIL THIS SHEET AN• AINTENANCE EASEMENT Seals:
L4B 99.03' j:Y i \ PHASE II � #12 OF THE GENERA
9. ALL FIBERGLASS MATS FOR THE TRUNCATED DOMES FOR THE ADA RAMPS SHALL BE RED.
FEY• EPLAN NOTE \I --
L4C 56.08' North 1 � (1.08 ACRES) •'0`
10. ALL ELECTRICAL INSTALLATIONS MUST COMPLY WITH THE CITY OF CONCORD'S TECHNICAL STANDARDS MANUAL. L5 38.67' N38'10'06"E �yi'- • • Q •�_ - -- 5'DECORATIVE SAFETY FENCE(TYP.)
I - - SEE DETAIL ON THIS SHEET
11, REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNER,CONTRACT,OR DEVELOPER FROM MEETING THE L6 16.15' N38°10'06"E If •' •' •' •' - --
Cl! ( CROSSWALK(TVP. \ �` ( ) - `�,(N O�,
1 PER DETAIL"C"ON NCOO '' 25'X50 SIGH I TRIANGLE(TVP.] 12' /ass 1` S • l REQUIREMENTS OF THE CITY OF CONCORD'S OR CABARRUS COUNTY ORDINANCES,POLICIES,AND STANDARD SPECIFICATIONS,(AS L7 72.49' N16.16'02"E C� O FE %•'•,,:w
................. D�rAILRDETAIL"SHEET C-2• Q V`O y.,..,.. .. ,--�;- -�rEEf=Ord / �ZQ-O OZ•7;
L8 185.09' East """"""""' \
APPLICABLE),CONCORD WATER&SEWER POLICIES AND TECHNICAL SPECIFICATIONS,THE"STANDARD SPECIFICATION FOR WASTEWATER '''''.'.'.'.'.'.'...'.'... • `,_____ ® or, = :Q SEAL yF•:L9 93.34' East - 16 GARAGE SPACES -
COLLECTION&WASTE DISTRIBUTION FOR CABARRUS COUNTY(WSACC MANUAL)AND ANY OTHER LOCAL,STATE,AND FEDERAL .... WET .... ' yu �� �>• , =Z; 032006REcuLATIOINs&APPRovALs." L10 73.96' N70°12'26"E °'.'.'.'DETENTIONS'.'.'.' �__ _ e 1+00 0 2+00 7,9/p F \ ' `'�-,L11 362.62' South •.•.'.• -- P7 . __ -, L4 I •c�.: r^'� �•�y "o'•FNGINe.6W,.' F12. RETAINING WALLS,SCREENING WALLS,AND DECORATIVE WALLS WILL BE CONSTRUCTED OF MATERIALS/COLORS L13A 99.54' S19°47'34'E WDB1SEE DETAIL 7/2. \ > `_ �\ r A ' \ y
BASINL72 214.58' East �e .r. \ 1-P G s A�. 'x O�AS•R PP�cCONSISTENT WITH THE PRINCIPLE BUILDING ON SITE. THE GATE WILL BE OPAQUE USINO METAL OR SIMILAR MATERIALS. /\ ( g�(( 6 �ik� _ __ ., ,,,"• r2 i. ,,� A C (, --
13. ANY EXTERIOR LIGHTING SHALL BE INSTALLED PRIOR TO CURB AND PAVING(IF APPLICABLE). L13B 261.55' S19'47'34'E '''''''''''''' - � t``y11 22 2021
. .. .. .. . kL14 233.81' S03°44'03"W ■ .'ADDITIONAL SITE PI AN ANO AYOIIT NOTE ., /'THESE NOTES ARE STANDARD SITE DEVELOPMENT NOTES AND SOME OF THESE NOTES MAY NOT APPLY TO THIS SPECIFIC SITE. L'15 133.03' S03°44'03"W / 1 ` SAND \' 9��.r \ \L16 324.31' West \--A--
.
:•E,•,-._•;,; Bldg.#10 Dog �,1, COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR. /• \ \ \d- o .'.FILTER'.'.'. v\� \2. ALL ROAD IMPROVEMENTS AT DRAKE MILL LANE AND HOLDEN AVENUE TO BE COORDINATED WITH JURISDICTIONAL INSPECTIONS L17 30.96' S56°13'04"W / Apartments 2 br=18 Park West ACCESSIBLE RAMPS(TYP.)WI ' •,DEPARTMENT PRIOR TO CONSTRUCTION. L1$ 14.$$' \ RED TRUNCATED DOMES(TYP. 24 units 3 br=6 �� \ I3. DEVELOPER WILL PROVIDE STREET SIGNS(IF REQUIRED)IN CONJUNCTION WITH STATE AND LOCAL REQUIREMENTS. , rSEE DETAIL 1/2.2, 4 v 1D,944 Sq.Ft. . N, `I
4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. OUTPARCEL PROPERTY \ /' r w. - - �� V ,f•� l
/ LINE TABLE \, __.�' .\ .__-_. _ .. y> 1 ,, �\
5 IN ROLLING AND HILLY TERRAINS,SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR LINE LENGTH BEARING " J p ,. BD'. Y O "/ ' 1 1
¢ <
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR BASED ON FIELD CONDITIONS. P OUTPARCEL#4w '� 91 -�6. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE P1 182.22' EOBt i PHASE 11 ¢w ¢ Iiii . • , ,,,.�._ ' / / / 1\GRADING,PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS P2 152.13' EOSt O1 , , ( ,7. IN ORDER TO ENSURE PROPER DRAINAGE,KEEP A MINIMUM OF 05%SLOPE ON THE CURB P3 219.04' North (3.38 ACRES) Oo 00 P, r • - •• �\• i - r `/ NP4 212.21' west Q 'I I•- y- - - C ti `'• Bldg #9 �...� -�8 SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OR-WAY IF DEEMED NECESSARY BY THE LOCAL LS L9 _' �. /H-'. ' Q
6 0P5 393,75' East i- PUBLcs- R P "„ -�' ��r.� N, , i CINSPECTOR. Accsss EASEMENT "' 1P6 135.12' South UTILITies 1 `MI■■■II KIII■■� ® A artments '. [� �J 11,, ''9. THE PURPOSE OF A STORM DRAINAGE EASEMENT IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR > • M W OP7 285.9$' East _ EASEMENT 1 a ,, ' 28 units ` ›-•OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED. P$ 5D,75' N11°57'32"W ' I MI -_ 1k •
` II10. THE DEVELOPER SHALL MAINTAIN EACH STREAM,CREEK,OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE . L• cunits
__ • qy 3/4 Split �\P9 22.83' N33'46'56"W t ,FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS LOGS,TIMBER,JUNK AND OTTER ACCUMULATIONS. P10 `•\ \ �/ Q
•
North 1 1 _
P12 99.03' N33'46'56'W ---- ao HNIYA,E�LT�EAaEMENT - ,:� _: - 'A10,944 Sq.Ft.v
11. ANY BUILDING WITHIN THE 100+1 BUILDING RESTRICTION FLOODLINE IS SUBJECT TO THE RESTRICTIONS OF LOCAL FLOODPLAIN P11 310.36' North (Sl ,-1,-'-'4'
,/• g,#1 -;- �.. =ldg #5 Q° -I-
REQUIREMENTS AND RESTRICTIONS. 0 /I `9• ' , ce 0 O L
12. ALL OPENINGS(E.G.,DOORS,WINDOWS,VENTS)IN STRUCTURE BUILT ON LOT SHOULD BE LOCATED A MINIMUM OF ONE FOOT ABOVE P13 56.08' North -- /V "M P P ''z br-LL ,�' I-- (,e O O ments' Apartments
THE ADJACENT FINISHED GROUND SURFACE(APPLIES TO LOTS WHICH MAY EXPERIENCE SIGNIFICANT OVERLAND FLOW NOT CONSIDERED IN P14 38.67' N 38'10'06"E ' 3br=6�' Tot Lot 24 units I Q F
THE 100+1 FLOOD ANALYSIS). P15 16.15' N38'10'06"E V '.°.'.'. i• w Z
v '1118.0 10,944 Sq.Ff, MI M T,10,044 Sq.Ft. - Q Z
13. P.E.SEALED SHOP DRAWINGS FOR ANY RETAINING WALLS MUST BE SUBMITTED TO CITY/COUNTY ENGINEER PRIOR TO CONSTRUCTION. P16 56.99' N16'16'02"E '..SAND ..;. a FOC PC
, I I z
:'.'
14. "AS BUILT"DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM,INCLUDING DESIGNED DITCHES,MUST BE SUBMITTED PRIOR TO I
�1" :::::FILTER'°'°'• I • Ai■ 1 br=12 . y I
FINAL INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/COUNTY ZONING ORDINANCE. 1 �`N `SF a IO Q 3 br=6 'CA. 2 br-12 ,,I •
'i
---I
OUTPARCEL PROPERTY CURVE TABLE m m, �V _ J p
15, PRIOR TO INSTALLATION,PE SEALED SHOP DRAWINGS FOR UNDERGROUND DETENTION SYSTEMS MUST BE FURNISHED TO CITY OF at
CURVE LENGTH RADIUS BEARING -off\ '°,°,°,°,',',',° i i w • Bldg.#8 - - (�
CONCORD ENGINEER FOR APPROVAL(IF APPLICABLE). PCl 57.13' 150.00' N68°10'35'E 'O 3 d ® -
16. PRIOR TO CO,SURVEYOR SEALED AS-BUILT DRAWINGS OF UNDERGROUND DETENTION SYSTEMS MUST BE PROVIDED(IF APPLICABLE). PC2 63.67' 150.00' N65'40 45"E 9 , I'. .-,. T I-7• •• •'T 1i
PC3 24.77' 150.00' N65'40'45"E ] 20'EASEMENT TO GREENWA Apartment
17, NON-STANDARD IEMS IE: PAVERS,IRRIGATION SYSTEMS,ETC,)IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY ENCROACHMENT t •--t P4 ' / \ I_
PC5 57.34' 150.00' N68 OS 56"E S rc (SEE •DETAIL 8/2.2 / 28 units `
( PC4 99.92' 150.00' N51'49'S4"E A •GREEMENT WITH THE(NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND/OR CITY OF CONCORD)BEFORE INSTALLATION. - - - TRANSFORMER TVP., V
� = 3/4Spilt ', IIIII - 10,944Sq.F'S ACCESSAN• \\QFNFRAL FIRE COMMENTS. NTFNAN.E FASEMEN \ \ - Bldg•#2 i Bldg.#4 2 br=22 ��1.THIS JURISDICTON ABIDES BY AND ENFORCES THE REQUIREMENTS OF NFPA 241 FOR CONSTRUCTION PROJECTS, A DOCUMENT WE REFER TO AS AN NFPA 241 LETTER IS REQUIRED VERIFYING TH IALL PARTIES INVOLVED IN THIS PROJECT KNOW OF AND AGREE,TO ABIDE BY THE PROVISION REQUIRING WATER,HYDRANTS,AND ACCESS ROADS BE IN OPERATION PRIOR TO VERTICAL COMBUSTIBLEl' 3br=6
CONSTRUCTION. Apartments h p Pool parments •
I //24 units L\ ] 24 units a � f2.ACCESS AND WATER SUPPLY SHALL BE ESTABLISHED PRIOR TO AND MAINTAINED DURING VERTICAL COMBUSTIBLE CONSTRUCTION.(NFPA 241) OUT10,944 Sq.Ft •` ' 10,044Sq.Ft.3.NEEDED FIRE FLOW FOR THE STRUCTURE MUST BE PROVIDED AND MAINTAINED '4.THE SITE ADDRESS SHALL BE POSTED IN A TEMPORARY FORM AND UPON COMPLETION IN A PERMANENT FORM IN A VISIBLE LOCATON IN 6 INCH CHARACTERS IN A REFLECTVE MATERIAL& PARCEL#3 ARKI'CHBER
2br18 • AIL PARKING AND DRIVE AIS=S(TYP,)
CONTRASTING COLOR.(IFC 5051) PHASE113 br-6 M 2 br=12 1-1_-o �I (SEE DETAILS/2.2)
5.APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE PROVIDED FOR EVERY FACILITY OR BUILDING WTHIN THE JURISDICTION. THE FIRE APPARATUS ACCESS SHALL EXTEND TO WITHIN 150 FEET 1.76 ACRES I ro IIIOUTPARCEL#2 ( ) 1/OF ALL PORTIONS OF THE FACILITY AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE FACILITY A GAP OF 300 FEET OF INACCESSIBLE PERIMETER IS ALLOWED.(IFC 503.1.1) ■
I PHASE 11 - I IProjectNumber 1720054
ACCESS ROADS TO BUILDING ARE REQUIRED TO BE 20 FEET IN WIDTH FOR BUILDINGS UP TO 30 FEET HIGH AND 26 FEET FOR THOSE OVER 30 FEET.(FC 5032.1) 0.96 ACRES I `' . IDate. ® I _zz-zozl
7.FIRE ACCESS ROADS SHALL HAVE UNOBSTRUCTED CLEARANCE OF 13 FOOT 6 INCHES.(IFC 503.21) I ( ) Bld #]8.THE REQUIRED TURNING RADIUS OF FIRE ACCESS ROADS SHALL BE 42 FOOT RADIUS.(FC 5032.4) ] I '/I, Bd #3 ■9,DEAD END ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE PROVDED WTH AN APPROVED AREA FOR TURNING AROUND FIRE APPARATUS,(IFC 50325) Qg2�'oh :Apartments Drawn By: JLM
10.FIRE LANES REQUIRED FOR ACCESS TO THE STRUCTURE ARE REQUIRED TO BE STRIPPED AND MARKED BY SGNS PROHIBITING PARKING IN AREAS WHERE ACCESS MAY BE BLOCKED. BLOCKAGE TO I ! A artmentS _ ' 28 units
ACCESS AFTER CONSTRUCTION MAY RESULT IN FUTURE REQUIREMENTS FOR STRIPPING AND SIGNAGE(CO 6-7) CONTACT CONCORD FIRE MARSHALS OFFICE PRIOR TO LANE STRIPPING FOR DETAILS. IP21� : r • r ER1 . 2 1176 S Se 1 br=12 24 Units oo JI .� 3/4 Split Checked By: NRP
ALL LANES SHALL BE MARKED IN ACCORDANCE WITH DEPARTMENT SPECIFICATIONS AND APPROVED PRIOR TO INSTALLATION. I' -- -- --- • '
r'1�'II� _ q, _, . 2 br=12 10,044 Sq.Ft. -_a', 0,944 Sq.Ft.
11.FIRE HYDRANTS ARE REQUIRED WITHIN 400 FEET OF ANY AREA OF THE PERIMETER OF THE BUILDING AS MEASURED BY AN APPROVED ROUTE AROUND THE EXTERIOR OF THE BUILDING. (C 1) I I / STREET A P. `---
.A•:. Revisions:
SEE DETAIL 5/2.2) -__-' 2 br=22 '
12.FIRE HYDRANTS-PUBLIC HYDRANTS SHALL BE PAINTED YELLOW AND PRIVATE HYDRANTS SHALL BE PAINTED RED. ALL NEW HYDRANTS SHALL BE EQUIPPED WITH A 5"STORZ FITTING. • or (TN% _ -2020 Cr gmal SUbmlttal
13.FIRE DEPARTMENT CONNECTIONS(FDC)SHALL BE PROVIDED FOR SPRINKLER SYSTEMS AND BE REMOTE FROM THE BUILDING WITH SIGNAGE. (IFC 912.1). • 1 I� N - _ AOpE91 �.I I 3 br=6 I A 1 23-2020 Per NCDEO
14.FIRE HYDRANTS ARE REQUIRED WITHIN 200 FEET OF THE LOCATION OF THE FDC. IrA IEXIS I ING RNJ iPEEMENNEMPIN
: I' OS-26-202I Per CI of Concord
15.STRUCTURES UNDER CONSTRUCTION ARE REQUIRED TO HAVE TEMPORARY FIRE EXTINGUISHERS ON SITE DURING CONSTRUCTION. I I • OUTPARCEL#1 .,,,,,?,,,,,\.\� - - 3+00 °• J i ■ I ® 08-OS-2021 Per City of Concord
16.BUILDINGS EXCEEDING THREE STORIES OR 30 FEET IN HEIGHT SHALL HAVE AT LEAST TWO MEANS OF FIRE APPARATUS ACCESS FOR EACH STRUCTURE.(IFC D105.1&D105.2) PHASE II � _�, • ■ ® -22-202I Per City of Concord
17. BUILDINGS EXCEEDING 62,000 S.F.WITHOUT SPRINKLERS OR 124,000 S.F.WITH SPRINKLERS SHALL HAVE TWO ACCESS ROADS PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE HA t , - _ _ -
OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE PROPERTY OR AREA TO BE SERVED,MEASURED IN A STRAIGHT LINE BETWEEN ACCESSES. I
ly (2.40 ACRES) o'.�O, -- 1I} KC�y{P�ITC S r V T
_ .. x f1C ESS SF(A E ' T \, + Bldg.#6
(IFC D104.2 Sc D104.3) I� \ _-- ... •. .,,..,
18. PLEASE SEE CONCORD FIRE&LIFE SAFETY WEB PAGE FOR DETAILS AND SPECIFICATIONS I , 8'MULTI-USE PATH S \ ,-- 4'-0"SIDEWALK(PIP.) _ICYCLYE PARKINU� •
I
TO BE CONSTRUCTED DURING __ SEE DETAIL 2/2.2) PACES(TVP.) '� ; Apartments Sheet Title:
(HTTP://WWW,CONCORDNC,GOV/DEPARTMENTS/FIRE/FIRE-PREVENTION-DIVISION/FIRE-PREVENTION-DIVISION-DOWNLOADS). I =1RST PHASE OF DEVELOPMENT. \� `lYyh�,f/ O ``\`I 24 units I
BEFORE YOU DIG STOP. CALL THE NC I '1 0 - 4.,. /'CCESSIBLE RAMPS(TIP.) -
t COVERED BUS STO• o _a z.0' -;10,044 Sq.Ft.
PARKING CHART / ' 1 PER CITY OF CONCOR• \C,; j ITH RED TRUNCATED DOMES(TVP) t , I
ONE-CALL CENTER AT 811. / I SEE DETAIL7/2.2 • v, 1 br=12
Lot or Parking Total#of Parking Spaces #of Accessible Spaces Provided Total I STOP BAR TYP., ` 2•• • Af°%o SITE
LAW.
r \ df\•>.
AreaAccessible T I THE L A V V. I ' ® / � \ e•'rs�df0. FOR PAVEMENT SPECS 2 br 12
Required Provided Regular with 5' Regular with g' T•P N TYP. (SEE DETAIL THIS SHEET �I
Multi-Family 378 378 AcceOss Aisle Access Aisle 26 ( I SEE D�FT(M S 2.
Provided GRAPHIC SCALE
1 -60' . I I __ lig9. �' ,�aLGxLx-j 7a
�-
• • Ifl7�--•. _60 0 30 60 120 '' `� / _ - _-_ � - 01, `-� I PROPERTY BOUNDARY
-
•
a.Required number of parking spaces based on City of Concord Unified Development Ordinance-Article 10. H�QA" , _-- -- ■��� -b.Multi-Family:Minimum(1.5 spaces per unit)x(252 units)=378 spaces. 1 - C1�4 SUegtYard ,■` ` -\ P.
Maximum(2.5 spaces per unit)x(252 units)=630 spaces. 12 ■ .E r• 4- I^ Sheet No:
C.Required number of bicycle parking Spaces based on City of Concord Unified Development Ordinance-Article IA, I � `�■� SCREENED PER CONCORD CD• `\`\
d.Multi-Family:Minimum(1 space per 5 units)x(252 units)=51 spaces. LEGEND: _r ►' SEE DETAIL THIS SHEET AN• I
Provided-55 spats,therefore o.k. SUBJECT BOUNDARY ,PG-5 •:. ipY'�Plf.9 H•i191TCH�7Wd; NOTE#12 OF THE GENE" ^\ 2 . 0
��-[R]Tnq:�/1:7•^ PLATBK53 11SITEPLAN NOTE
ADJACENT PARCEL I•`v T^y•-
- - - LI m0OHT O zERA AMlcus HUCSARs, US. CONTESTS - - PROPOSED LOT LI E I OOI •`I' 1
AYE. ( \\II
EXISTING RIGHT OF WAY N
REFERENCE: ALL PARCEL INFORMATION FOR THIS PROPERTY AND ADJACENT PROPERTIES PROPOSED RIGHT OF WAY 110LDE
Cup RIGHTS ESERVEo.xEPxooucnoN oR USE OF THE
OF THIS DOCUMENT.OR ADDITIONS OR DELETIONS To THIS - •
DOCUMENT w wxorE OR IN PART.WITHOUT MITTEN CONSEni •
Of AMICOPIES
FROM
M THE ORIGIN.
IN.PLL I5 HIS DOCUMENT,
MENT,PROHIBITED.oxLv �
coPlSs rxoM THE oNIQIUAL a THIS DocuuruT,As APPROVED BY REFERENCED FROM A SURVEY COMPLETED BY THE ISAACS GROUP.ALL TOPOGRAPHIC PROPOSED UTILITIES EASEMENT � ,..._
THE ENGINEER SNAIL BE CONSIDERED To BE VALID,TRUE COPIES. INFORMATION REFERENCED FROM A SURVEY COMPLETED BY THE ISSACS GROUP. � -\\,.>, N' Y Y Y Y ��