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HomeMy WebLinkAboutSW3201201_Plan (Prop. Site)_20210317N PROP. CURB AND — GUTTER (TYP.) PRIVATE DRIVE — PROPERTY LINE \ \ PROP. CURB AND GUTTER (TYP.) �O \ A \ R43.00' �j O c'p #'\ �^ Res 00, \ PROP. DRIVEWAY (TYP.) 10' X 70' SIG T \ 6 6��° Rs.00� TRIANGLES H \ \ 0 PROP. CURB AND Rs. GUTTER(TYP.)00' CONNECT TO \ \ • r " r r r " r r " r r �" " r r " " r " " r ". .. ." " { �r 00 EXISTING DRIVEWAY R5.00. 0 0 0 4 cv Y o '' .". .. .". ". {.. .". ° \ „. {. " { " " PROP. OPEN A \ " " " ,. ..bo .,. {.. {... { { SPACE { TREE SAVE oo. PROP. CONCRETE \ rn� SIDEWALK. SEE SHEET" moo. L5-01 FOR DETAILS. (TYP.)„ , {. ,. ,. ,.. PROP. CURB TAPER s PROP. PAVERS. SEE SHEET o $°° o• L5-01FOR DETAILS. TYP. eye y ,.„ X. \J\ PROP. RETAINING WALL (TYP) EXISTING ANIMAL CONTROL BUILDING oo. 1. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION. 3. ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE. 4. ALL CURB RADII AND SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE. 5. ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT. 6. BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY LDSI, INC. REFER TO THE BOUNDARY SURVEY AND PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS. 7. BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS. 8. LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS. PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS. MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENT OF LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED. 9. PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN. AND 3/16 IN. (2 AND 5 MM) WIDE. NO MORE THAN 5% OF THE JOINTS SHALL EXCEED 1/4" WIDE TO ACHIEVE STRAIGHT BOND LINES. 10. JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN ±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES. 11. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT PAVERS OR EDGE UNITS. 12. CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A MASONRY SAW. 13. ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH THAT CUTTING OF EDGE PAVERS IS MINIMIZED. 14. IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL PAVER SIZE. 15. PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING SLABS, BANDING, OR OTHERWISE SETTING PAVER FIELDS, VERIFY ACTUAL PAVER SIZES AND LAYOUT OF THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE ACTUAL PAVER SIZES. NOTIFY LANDDESIGN IMMEDIATELY OF DISCREPANCIES AND/OR ADJUSTMENTS. 16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 17. PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE TO BE SURVEYED, LAID OUT, AND STAKED IN THE FIELD FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE CONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION. DEVELOPMENT SUMMARY PARCEL ID#: 09057010 MUNICIPALITY: TOWN OF WINGATE, NC ZONING: HC TOTAL SITE ACREAGE: 33.44 AC DISTURBED AREA: IMPERVIOUS AREA: PROPOSED USE: GROSS BUILDING AREA: 11.71 AC 3.686 AC (33.3% OF DISTURBED AREA) OFFICE 61,278 SF MINIMUM SETBACK: - PRESSON ROAD: 40 FT - ADJACENT PROPERTIES: 20 FT MAXIMUM HEIGHT: 38 FEET PARKING SUMMARY REQUIRED PARKING PROVIDED PARKING: SPACES COMMERCIAL:1 PER 400 SF 61,278/400= 154 SPACES 195 SPACES ON -SITE INCLUDING 10 ADA SITE ACCESSIBLE PARKING REQUIRED: 6 (3% OF TOTAL PARKING SPACES) SITE ACCESSIBLE PARKING PROVIDED: 10 TOTAL SITE VAN ACCESSIBLE SPACES REQUIRED: 1 (1 IN 6 TOTAL ACCESSIBLE SPACES) SITE VAN ACCESSIBLE SPACES PROVIDED: 4 BICYCLE PARKING REQUIRED: BICYCLE PARKING PROVIDED: 1 PER 40 AUTO SPACES 154/40 = 4 SPACES 4 OPEN SPACE SUMMARY: OPEN SPACE REQUIRED: EXEMPT (ZONED HC) OPEN SPACE PROVIDED: 101,580 SF (2.33 AC, 20.6% OF DISTURBED AREA) TREE SAVE REQUIRED: 2 LARGE TREES PER 10,000 SF OF DEVELOPMENT (11.08-43560)/10000 = 49 TREES TREE SAVE PROVIDED: 50 TREES 1 " = 40' 4) 0 20 40 80 CREECH 0i ASSOCIATES 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creech-design.com THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 C-0653 SEAL C,p;g```� t SEAL 033804 -!V G I N E �c •' 16 Mar 202'1 //"Ill ��``�� IIIIIIIIIIIIII� IIIIIIIIIIIIIIII � eau ���VIIIIIIIIIIIIIIIIIIII 00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �01111111111�111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �01111111111�111 pUV I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIII �01111111111�111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII nIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII� IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I Project Number: ,6 Date: 01 /18/2020 LAYOUT PLAN - BASE BID Ll -00 PRIVATE DRIVE PROPERTY LINE EXISTING ANIMAL CONTROL BUILDING W" \ r w oe PROP. BUILDING oll,v FYI. GROSS FLOOR AREA: 61,278 SF� r A. ~ \. �7- \ 10' X 70' SIGHT \ \ TRIANGLES \ K \ \ �O \ 0 v v e 'v \ R25.00' .. .. w x x •. \ \ " \ PROP. DRIVEWAY (TYP.) a \ xx, „ � x \x x \ PROP. CURB TAPER (TYP.) \ \ \ R5.00' �0� \ \ \ X \ \ •=#x%"„;x....x x.xw.xxx.xxxx% �� xxxx, � \ 00 x x x x \ ,:,xxxxx;%�,#x.xx,x#K:xxx,Kxxx;w:x a •x'"x::xw �\ \ ,x...wxx xxxxxx xxxxx ,x o xxxx• xx v60 " R5.00' \ \ TREE SAVE \ #.000# : w. • # <..x PROP. CURB AND .Y...Kx.,.Y.,.w.,..";„"....w..w.5 GUTTER (TYP.) ,��� xK�;,xxxxxxxxxxxxxxxxx"x x x xxx3� x. x�x..,x.xrKx.x \ � �\, xx xxxx xxxxxxx.x 2 xxxxx xww. \ \ � ��� ;Kx°x`.°:K:w°.. „..°:K:w`.„:x;wNpx°K ,,goo "x „xw`•:w.�� \ � PROP. CURB AND GUTTER (TYP.) \ PROP. CURB TAPER(TYP.)K PROP. CONCRETE; SIDEWALK. SEE SHEET- 1-5-01 FOR DETAILS. (TYP.) RS.00 \x x x x„ \,�� x xx ,:,xxxx „„:xxxx• xx:xxxNxx xxx „ x xxxx°x": „xxxx x..x xx xx xx xx xx RS 00' R11.00'R 18'00' � R42.00' %�xx.Yx:. , \ ... .. Y. R5'00 rn 6��, x' , 6 *, x * R5100, v xx x. xxx xxx xx ..xxx \ V ,�� a a0 .w x �x • w x x #' x „. x x x, Y< x x x x x x x x x .x x .x x .x x. \ x Rs.oa w„°„;xx"„;::.:w:<:.:w�;'x:.:°„:<:.:w•„",w:w:<�'� x..11w. xxxxx ����� o x,Kx„xxxxxxxKxx xx,xxxrx„ p,.,xx, x, p %%Kx....K....% .:. x .:K.w... K„xx.Kxxxx%%`x' Kx Kx... .xx Y x Kx",%%xxx„rYx%%xEX. xOPEN SPACE Y'KK„;„xx:;:;xY:p%%xHx%K: K-y-y'.:w ;` K:w:.:w .�x:.:w w:.„.K w K:KK:%Kx#%YK;xKKx:x:KKxY.%:KxY.KKK::K%HYK�Kx K#xKKx:„ .. wKKKKKKKKK"%w:;.KKKKKKK xxxxKKKKKKwKKKKKKKKKKKK;x%KKKKKwKKKKKKKKKKwKKKKKKKKK:KK;x%KKKK�x x:KKKKKKKKKxKKKKKKKwKKKKKK:::'::.:KKKKKKKKKK.KKKKKKKKKKKKKK„KKKKKKKKKKKKKKKKKKKKKKKKKKK ::':K` -:.x...w.xxw.„„w.. ::..w.xx..<%w.xx...—SETBACK-#x w.xx—#x..TREESAVE-xxx<%K—#xx.xxx..:w. ::.:w. w. w.:";.;:.... x::.":,K....;;x"::..,%....%;"„.„";.;.....x..K;w.:.",,.... o;%w.:..,%....%%;:w.:.:.....xx';:w.:..,.w...xY%w.:w....w :.:..,.w.x.%% PROPERTY LINE #. , HELMS JAMES DONALD PID- 09057011A 1. EXISTING UTILITIES ARE SHOWN SCHEMATICALLY AND ARE FOR THE CONTRACTOR'S GUIDANCE ONLY. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING IMPROVEMENTS IN THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION. REPAIRS SHALL BE EQUAL TO OR BETTER THAN CONDITION PRIOR TO CONSTRUCTION. 3. ALL ONSITE PAVING DIMENSIONS ARE TO THE FACE OF CURB, WHERE APPLICABLE, UNLESS NOTED OTHERWISE. 4. ALL CURB RADII AND SIDEWALK RETURNS ARE 2' UNLESS NOTED OTHERWISE. 5. ALL PAVING AND EARTHWORK OPERATIONS SHALL CONFORM TO THE PROJECT GEOTECHNICAL REPORT. 6. BOUNDARY SURVEY: BOUNDARY SURVEY INFORMATION IS BASED ON THE BOUNDARY SURVEY PREPARED BY LDSI, INC. REFER TO THE BOUNDARY SURVEY AND PLAT TO VERIFY PROPERTY LINES AND EASEMENT LOCATIONS. 7. BUILDING DIMENSIONS: THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS TO VERIFY THE EXACT BUILDING DIMENSIONS. 8. LAY PAVERS IN PATTERN(S) SHOWN ON DRAWINGS. PLACE UNITS HAND TIGHT WITHOUT USING HAMMERS. MAKE HORIZONTAL ADJUSTMENTS TO PLACEMENT OF LAID PAVERS WITH RUBBER HAMMERS AS REQUIRED. 9. PROVIDE JOINTS BETWEEN PAVERS BETWEEN 1/16 IN. AND 3/16 IN. (2 AND 5 MM) WIDE. NO MORE THAN 5% OF THE JOINTS SHALL EXCEED 1/4" WIDE TO ACHIEVE STRAIGHT BOND LINES. 10. JOINT (BOND) LINES SHALL NOT DEVIATE MORE THAN ±1/2 IN. (±15 MM) OVER 50 FT. (15 M) FROM STRING LINES. 11. FILL GAPS AT THE EDGES OF THE PAVED AREA WITH CUT PAVERS OR EDGE UNITS. 12. CUT PAVERS TO BE PLACED ALONG THE EDGE WITH A MASONRY SAW. 13. ADJUST BOND PATTERN AT PAVEMENT EDGES SUCH THAT CUTTING OF EDGE PAVERS IS MINIMIZED. 14. IN NO CASE SHALL A CUT PAVER BE LESS THAN 1/3 FULL PAVER SIZE. 15. PAVER DIMENSIONS ARE NOMINAL. PRIOR TO POURING SLABS, BANDING, OR OTHERWISE SETTING PAVER FIELDS, VERIFY ACTUAL PAVER SIZES AND LAYOUT OF THE PAVER FIELDS. MAKE MINOR ADJUSTMENTS TO EDGE CONSTRAINTS AS REQUIRED TO ACCOMMODATE ACTUAL PAVER SIZES. NOTIFY LANDDESIGN IMMEDIATELY OF DISCREPANCIES AND/OR ADJUSTMENTS. 16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY LANDDESIGN OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 17. PRIOR TO COMMENCEMENT OF HARDSCAPE CONSTRUCTION, ALL PIERS, FOOTINGS, AND WALLS ARE TO BE SURVEYED, LAID OUT, AND STAKED IN THE FIELD FOR REVIEW BY LANDDESIGN. CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY DEMOLITION, ADJUSTMENTS, OR RECONSTRUCTION OF HARDSCAPE CONSTRUCTION RESULTING FROM UNAUTHORIZED CONSTRUCTION. 1 " = 40' 4) 0 20 40 80 CREECH 40 ASSOCIATES 1000 W. Morehead St. Suite 120 Charlotte, NC 28208 p 704.376.6000 www.creech-design.com THESE DOCUMENTS PROVIDED BY CREECH & ASSOCIATES, PA ARE SUBJECT TO THE ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT AS INTELLECTUAL PROPERTY. SIMILAR PROTECTION IS ALSO APPLICABLE TO ELECTRONIC INFORMATION IN ANY FORM. THE USE OF THESE DOCUMENTS OR THE ELECTRONIC INFORMATION THAT PRODUCED THEM IS PROHIBITED UNLESS OTHERWISE PROVIDED IN WRITING BY AND COMPENSATION TO THE ARCHITECT. LandDesign. 223 NORTH GRAHAM STREET CHARLOTTE, NC 28202 704.333.0325 WWW.LANDDESIGN.COM NC ENG. FIRM LICENSE # C-0658 ... C-0653 SEAL T CA t CV,10 SEAL 033804 �c D. 16 Mar 202'1'//i,,,,,,0,\\`` IIIIIIIIIIIIIIIIIIIIIIIIIIIIII � eau ���VIIIIIIIIIIIIIIIIIIII 00 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIp IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �01111111111�111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII �01111111111�111 pUV I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII� IIIIIIIIIIIIII� IIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII� �01111111111�111 IIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII nIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII� I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII� IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I Project Number: ,6 Date: 01 /18/2020 LAYOUT PLAN - ALTERNATE Ll-01