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HomeMy WebLinkAboutNCC240257_Site Plan or Location Map_20240130 _ zU 8 PROJECT SITE DATA: m c0 g' vm - z mN 33 o OWNER: HATHAWAY AT LAKE NORMAN,LLC w mom = ry m 14300 RIDGE RD,SUITE 100 Q O o _ ,c NORTH ROYALTON,OH 44133 d °•m o 0 N Q , mI CONTACT: RICK PORTER / W =Mil (440)237-1681 RICK@GROSSRESIDENTIAL.COM ENGINEER: ESP ASSOCIATES,INC. CONTACT:DAN BREWER,P.E. EMAIL:dbrewer@espassociates.com PIN:368612]6No.S 368612768534,E378; 368612860666,368612865522 8 368612872371.DEED BOOK No.486-PAGE 318; / C,IM) DEED BOOK No.986-PAGE 378;DEED BOOK No.1931-PAGE 928;DEED BOOK No.1278.PAGE 768;DEED BOOK No. 3433.PAGE 549;DEED BOOK No.3434-PAGE 1004;DEED BOOK No.3445-PAGE 1189;DEED BOOK No.2730-PAGE 162. • PROJECT STREET ADDRESS:5794 NC-150,DENVER,NC 28037 GRAPHIC SCALE PMTM4 - PROJECT PARCEL ZONE: -C±AC. ' on on PROJECT PARCEL ZONED::PD PD-CD 9 11 11 410iiiiiiiii.°P.-411001 - PROJECT SITE VEGETATION:GRASS/WOODED;UNDEVELOPED (IN FEET) 441110 WATERSHED DATA:SITE IS LOCATED IN LAKE NORMAN WS-IV-PROTECTED AREA.70%MAX BUILT UPON AREA. 1 INCH=100 FT. - SITE PARCEL FLOOD STATEMENT:THE SUBJECT PARCEL GRAPHICALLY LOCATED WITHIN ZONE'0' (OTHER AREAS)-AREAS DETERMINED TO BE OUTSIDE OF THE 0.2%ANNUAL CHANCE FLOODPLAIN,PER FEMA FIRM MAP NUMBER 3710368600J WITH A REVISED DATE OF 9/5/2007. •:. M..sN ICAR0��9 - ALL LANDSCAPING SHALL MEET SEC.44-430.10 OF THE CATAWBA COUNTY UDO. - SITE LIGHTING BY OTHERS PER SEC.44-445.17 IT i LICENSE N • SITE UTILITIES SHALL BE INSTALLED UNDERGROUND. F-)4O7 ` STRUCTURES: ,� :/: ' ��iP C�'`��`PROPOSED UNITS: 26 MULTI-FAMILY RESIDENTIAL BUILDINGS,340 TOTAL UNITS /1\�� �Y� , �SI�O'���;�b`� �%►q0,���..4 o PROPOMAXIMSM ED FLOOR AREA RATIO:ATIO ALLOWED: /(21,78030.651 SF/ACR43560): / ® „�`,�,��=_.�`�� '/ �1,1111111////, � CAR ,i� PROPOSED FLOOR AREA RATIO:140,15E SF/(30.651z43560): i SZ ,``` ;�-(H G</ 1:0.11 Y ��. t���� w �s /.�.� ZO...r s/oti 9'. LAND RESERVATION: / �� _-� •AA w11 1OO' STREAM oli, //I�� , - $.4 _ .•.«•. _ F R SEALI j{ TOTAL ACREAGE-10.651 Ac. _�� �50 STREA r . ' ��'♦� /I i 17582 TOTAL OPEN SPACE REQUIRED-19.51 Ac. �/� <Ar i AREA RESERVED FOR PEDESTRIAN USE AND LANDSCAPING-14.33 Ac. t ,• ���IMPERVIOUS CALCULATIONS: � -/�IMPERVIOUS RATIO: 3].42% l//L� 23/2IMPERVIOUS AREA: 11.42 SAc. �-7//// // -/ / '��i ��'�. `� ' 01/23/24 Vl ]////y///-/L ,�I�� �� �UTILITIES: / //� <\(//// \ \ _ g -• „ ,� )‘,.......1\ . mPRIVATESEWER 8 WATER 2 a 1 // ~ \\� n�A U I°a ' WASTE COLLECTION: I� `Y -l! \ C-2.2 ���... GARBAGE COLLECTION SHALL BE BV PRIVATE COLLECTION. I BMP 1 I () F) I I v ,,,. •� A. h PARKING REQUIREMENTS VARIABLE WITH �� �f. / RESIDENTIAL: �� (� �V` _// DRAINAGE EASTM N . _ _ /1 BR UNIT: 1.5 SP.BEDROOM I ICI \�- - -_/ r \ jj}} jI / 2+BR UNIT: 2.0 SP./BEDROOM - 4 �V 'I� I 4 // //REQUIRED PARKING SPACES © I: 0 / / /�TYPE A:I3 HC REQUIRED:13p1- 1 It 7:[fi = 0� -� O- \ ///TYPE B:340 VARIABLE WIDTH CONSTRUCTION af, - I ®ee - vTOTAL:353EASEMENT OBTAINED FROM I 1 1 , I. I ® % ///1 BR UNITS: 142 x1.5. 213 ADJACENT PROPERTY OWNER • \12+BR UNRS: 188 z 2.0= 396 ' I 0 F ~ Q mJ III - `PARKING REQUIRED: 608 I I Op /1 1 am -o Ix.x e� I ///l �'�.0 1 I0IIIII� GARAGES: 48 I LEASING OFFICE: 17 F I i SS a� .1 I I O - 1 _ _ 7<x �/ / / I 1 / I II BMP2 /� REGULAR PARKING PROVIDED: 603 A= --0 / VARIABLE WIDTH ' ING �1, ICI b �/ DRAINAGE EASEMENT UNIT HANDICAP REQUIRED:603x 2%= 13 U I - - %GARAGE HANDICAP REQUIRED: 2 /. I tig..LEASING OFFICE HANDICAP REQUIRED:1 < I I 2,- 1 I Q 1TOTALHANDICAPREQUIRED: IS I 0 - I I G E) 1 HANDICAP PROVIDED: 2T ti - a - // PROP. APHALTI • /TOTAL PARKING PROVIDED: fiO3(DOES NOT INC.GARAGES) `1 II11FI0 I /'SITE NOTES _11� 5. 1 I - ,k' w 1. ALL RADII DIMENSIONS SHOWN ARE TO BACK OF CURB UNLESS OTHERWISE NOTED. I� 0 0 I ` C-2 a 3 15' PROPERTY o 2. SHADED CURB AND GUTTER INDICATES LOCATION FOR SPILL CURB. Y 11 I e --- G 0.L' I - I SETBACK LINE 3. ALL ACCESSIBLE PARKING SPACES,ACCESS RAMPS,AND ACCESSIBLE ROUTES SHALL COMPLY WITH - ,l THE LATEST EDITION OF THE ADA ACCESSIBILITY GUIDELINES. Zi L caeEx wn- ' t� 4. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. �15 PROPERIY \ () // 5. NO OBSTRUCTIONS,PLANTING,OR FENCING SHALL BE ALLOWED WITHIN SIGHT TRIANGLES SHOWN. SETBACK LINE I S. 6. ALL SITE CONCRETE(SIDEWALKS,CURB 8 GOITER,ETC.)SHALL NOT BE LESS THAN 3,600 PSI STRENGTH L T? ea //AT 28 DAYS.7. SEE ARCHITECTURE PLANS BY OTHERS FOR BUILDING CONSTRUCTION DETAILS. _8. ALL SIGNAGE TO BE DESIGNED AND PERMITTED SEPARATELY.9. SEE LANDSCAPE PLAN(SHEET L-1.0)FOR LANDSCAPING DETAILS PROPERTY LINE 10. ALL INTERNAL SITE CURB 8 GUTTER SHALL BE 1-6"STANDARD CURB 8 GUTTER UNLESS OTHERWISE FUTURE COMMERCIAL a11. LIGHT POLE LOCATIONS SHOWN ARE APPROXIMATE.12. REFER TO ARCHITECTURE PLANS FOR DIMENSIONS OF ALL BUILDINGS 8 GARAGES.13. HANDICAP REQUIRED IS LARGER OF EITHER TYPE AUNITS OR 2%OF TYPEBUNITS. DEVELOPMENTIPROPOSED SEWER DEMAND BREAKDOWN CURB CUT EMERGENC OREstablishment Tye(see 02T.0114(I)) Daily Design Flow R° No.of Units Flow ACCESS Q J 0 Residential,Aparnnents(I Bedroom) 75 gal/day 142 10,650 GPD A Z '^ Residential,Apartments(2 Bedroom) 150 gal/day 178 26,70E GPD - -- - - -- li W v�/ Residential,Apartments(3 Bedroom) 225 gal/day 20 4,500 GPD PROP R/W ^ '' W Z Pool and Clubhouse 10 gal/day/person 75 750 GPD \ J 1.,.� __ Fitness and Exercise Center 50 gaU100 SF 9 450 GPD - .. - ���'- Cr) I )41 TOTAL UNITS:424 Tara! 43,05E a a aO- � a w > _ O Q x II. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE PROJECT INFORMATION LOCATED PRIOR TO BEGINNING CONSTRUCTION 811® PROJECT MANAGER: DB 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN,ETC., DESIGNED BY: DB `` AS NECESSARY TO INSURE SAFETY \VV/ DRAWN BY: RM,AW,CR 3). ALL PAVEMENT CUTS,CONCRETE,OR ASPHALT,ARE TO BE REPLACED ACCORDING TO PROJECT NUMBER: KP35.400 Know what's below. STANDARDS OF THE NORTH CAROLINA ORIGINAL DATE: 00)2212023 Call before you dig. DEPARTMENT OF TRANSPORTATION AND LOCAL MUNICIPALITIES SHEET: 4). SHORING WILL BE ACCORDING TO OSHA C_2.0 TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED.