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HomeMy WebLinkAboutNCC240032_Site Plan or Location Map_20240105 _$IQ 1111�V � <iN � 6'i ¢3 a a .- U > 2 w p U.. 3 SHELBY RETAIL STORE 0 in , CLEVELAND COUNTY, NORTH CAROLINA N W 0 I O K _ a PREPARED FOR: - a 5 THE BROADWAY GROUP, LLC 216 WESTSIDE SQUARE yam w HUNTSVILLE, AL 35801 _ 01 M a } ROBERT M. BROADWAY J �' (828) 533-7287 � :. a w 'r° ° ::2.,:,41:1"-::: E , V 0 LL VICINITY MAP SUBJECT PROPERTY INDEX OF SHEETS (NOT TO SCALE) SHEET NO TITLE REV. C000 COVER -- SURVEY C101 EXISTING CONDITIONS AND DEMO PLAN 14 IlD _ C201 SITE PLAN 4 180 C301 PHASE 1 EROSION CONTROL PLAN W C302 PHASE 2 GRADING AND EROSION CONTROL PLAN Y C401 FINE GRADING AND STORM DRAINAGE PLAN CC Z C501 UTILITY PLAN N 0 ' C921 SITE DETAILS -- o C922 SITE DETAILS vJ C931 EROSION CONTROL DETAILS J C932 EROSION CONTROL DETAILS UP w C941 STORM DETAILS C951 UTILITY DETAILS III C998 NCGO1 NOTES CC J 811 Ca o W J � V, w Know what's below. (/) Call before you dig. DEVELOPMENT DATA DRAWN BY: DMS CDC PROJECT NO.: 22323 OWNER/DEVELOPER: THE BROADWAY GROUP,LLC PERMIT NO. TBD 216 WESTSIDE SQUARE HUNTSVILLE,AL 35801 CONTACT: ROBERT M.BROADWAY (828)533-7287 SHEET CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. 168 PATTON AVENUE ASHEVILLE,NC 28801 CONTACT: BEN MUNN,P.E. (828)252-5388 0 0 0 / SITE NOTES ' VICINITY MAP SUBJECT ;i„„qii JD / PROPERTY a z a a i 1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL,STATE, \ (NOT TO SCALE) p J w AND NATIONAL REGULATORY STANDARDS AND ALL REQUIREMENTS IN / k_... w THE PROJECT TECHNICAL SPECIFICATIONS. \ O' n w i a y w 2. SINGLE-PHASE CONSTRUCTION. PROPOSED PYLON SIGN \ m a i w S s (BY OTHERS) \ t\ \ / <u 3. ALL WORK MUST BE PERFORMED BY A NORTH CAROUNA LICENSED ;3 CONTRACTOR. /, / PROPOSED STRIPING(TYP) n 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE (PER MUTCD STANDARDS) \ .' 74CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, FR UEIL AT INSDULE INSPECTIONS M. sO /` K//ez4 II o FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING PROPOSED 20'FRONT SETBACK / \ OR REDOING WORK .� /` Q PROPOSED 9'x20' \ 5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE PARKING SPACE(TYP) / / O. EXACT LOCATION AND ELEVATION FOR ALL UTILITIES PRIOR TO / .� �� \ PROPOSED LIGHT DUTY ASPHALT e N CONSTRUCTION; AND TO NOTIFY ENGINEER OF ANY CONFLICTS OR / PAVEMENT(TYP)(SEE DETAIL D2.08) N DISCREPANCIES.THE LOCATION OF SOME UTILITIES SHOWN ON THE PROPOSED WHEEL STOP(TYP)., \ a \'''/ � \ Q.PLANS HAVE BEEN APPROXIMATED.ALL BURIED UTILITIES HAVE NOT (SEE DETAIL D2.11) / N I BEEN SHOWN ON THE PLANS AND IT IS THE CONTRACTOR'S PROPOSED BOLLARDS V RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO PROPOSED STRIPING(SEE DETAIL 02.12) /\ /o a CONSTRUCTION. / \ \ iir(6"FROM EDGE OF SIDEWALK, (({��:L,���L�y7� •; N C . • SPACED 5'APART)(TYP) �/[� `Tt+ N O 6. CONTRACTOR SHALL PROTECT EXISTING SITE FEATURES(SHOWN TO /N o \ \ a W U t�C) 3 ilk REMAIN)AND NEWLY COMPLETED WORK DURING CONSTRUCTION.ANY PROPOSED 10'x70'NCDOT SIGHT TRIANGLE(TYP) b s DAMAGE INCURRED DURING OR RESULTING FROM CONSTRUCTION 0. • \ \ PROPOSED ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO 2-9'x20'ADA PARKING SPACES(TYP) BE REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF • (11) APPROPRIATE AGENCIES AT THE CONTRACTOR'S EXPENSE. / - \ 1 -10.WIDE VAN-ACCESSIBLE LOADING AISLE DEVELOPMENT DATA / qi \ \ \ 2-HANDICAP PARKING SIGNS(SEE DETAIL 02.04) 7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST / \ \ 4-BOLLARDS(SEE DETAIL D2.12) OWNER/DEVELOPER: THE BROADWAY GROUP,LLC 72 HOURS BEFORE CONSTRUCTION ACTIVITY IS TO BEGIN.THE NOTES: 216 WESTSIDE SQUARE CONTRACTOR SHALL NOTIFY ULOCO AT 1-800-632-4949 OR 811, 1.01 6 -HC SYMBOLS TO NOT BE STRIPED HUNTSVILLE,AL 35801 72 HOURS BEFORE CONSTRUCTION BEGINS. � PJO"GppG CONTACT: ROBERT M.BROADWAY 8. SIDEWALKS SHALL BE CONSTRUCTED IN ORDER TO PROVIDE POSITIVE PROPOSED STOP SIGN(TYP) *t.P 6tlPb (828)533-7287 'm(SEE DETAIL D2.03) \ ylDRAINAGE AWAY FROM ALL STRUCTURES. A MAXIMUM OF 5% �I^\ / � CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. �jSIDEWALK/CROSSWALK LONGITUDINAL SLOPE IS PERMITTED. A Pbe66 \ � \ 168 PATTON AVENUE .. MAXIMUM OF 1/4"PER FOOT SIDEWALK/CROSSWALK CROSS SLOPE tl��o / ASHEVILLE,NC 28801 IS PERMITTED. ANY SIDEWALK/CROSSWALK INSTALLED WITH A p0, / \ \ \ CONTACT: BEN MUNN,P.E. y STEEPER SLOPES SHALL BE REMOVED AND REPLACED AT PROPOSED CONNECTION TO EXISTING ROAD ~ // \°s \ (828)262-5388 w CONTRACTORS EXPENSE. (CONTRACTOR TO PROVIDE SMOOTH TRANSITION %'�' " \ AND NOTIFY ENGINEER AFTER FORMING BUT SURVEYOR: MCABEE&ASSOCIATES,P.A. 9. ALL RADII LISTED ARE FROM FACE OF CURB UNLESS OTHERWISE n �/ / /� \ os PO BOX 17680 NOTED.ALL PARKING LOT RADII ARE 3'UNLESS OTHERWISE NOTED. PRIOR TO POURING CURBS AND PAVEMENT) / ,/ // \ \ FAIRVIEW,NC 28730 m / ♦. / / CONTACT: BERRY WEST z 10. ALL ROAD/PARKINGCO LOT IMPROVEMENTS,STRIPING AND SIGNAGE R \ I (828 628-1295 SHALL BE IN ACCORDANCE WITH ). LATEST MANUAL ON UNIFORM ,..�1 1 i ) TRAFFIC CONTROL DEVICE(MUTCD).CONTRACTOR MAY USE A PAINT / o: \ SUITABLE FOR ASPHALT APPLICATION IN LIEU OF THERMOPLASTIC PROPOSED CONCRETE FLUME ♦ WITH PRIOR APPROVAL FROM THE ENGINEER. (SEE DETAIL D2.15) / V., ��, 36.0' .. 0 0 0 o m 11. CURB AND GUTTER ON THE HIGH SIDE OF PAVED AREAS AND / ,. .'t`P 'CV�/////��) ,'' , \ \ ROADS SHALL BE CONSTRUCTED WITH SPILLOUT CURB AND GUTTER. G ' CURB AND GUTTER ON THE LOW SIDE SHALL BE CONSTRUCTED WITH / ,/// :,,,t,\.e:,,,,eej\c);)\:::t,tp,s,\j \STANDARD CURB AND GUTTER; REFER TO SPILLOUT CURB AND / / \G,� Y4�'GUTTER DETAILS.CURB END TREATMENT SHALL BE APPUED AT ALL y / ,�� PROJECT DATA CURB ENDS; REFER TO CURB END TREATMENT DETAIL EXISTING EDGE OF PAVEMENT(TYP) /'S /. / 0 f tr. J _!', / PIN: 2558-44-687412. PROPOSED ROADS TO BE PRIVATE.NCDOT IS NOT RESPONSIBLE FOR / J/ BE yo \" \ ADDRESS: 1306NEWPROSPECT CHURCH RD,SHELBY,NC m/ \ DEED BOOK/PAGE: 1887/1750�r o ANY ROAD MAINTENANCE. •/�O ,• W ` \ �/ PROJECT ACREAGE: 1887 ACRESdd4 + �' /', I . a ;` \ � \ CURRENT ZONING: RR(RESTRICTED RESIDENTIAL) F, j\ W mr/ /:_ f PROPOSED 20'FRONT SETBACK I SETBACKS; a .3/ .J' . ,• '' \ \ \ / FRONT: 30' m o r SIDES: 10. / PROPOSED 18"CURB AND GUTTER vO\ //��/ V� \ \a \ (TYP)(SEE DETAIL D2.14) REAR: 30' CORNER: 20' • # / / �,I�L ,0, \ �\ DISTURBED AREA: 1.60 AC / I— IMPERVIOUS AREA: 0.00 ACRES(FOR) 0.ME 83 ACRES(43%) / . IT I I \ \ PROPOSED SEPTIC AREA PERVIOUS AREA: 1.92 ACRES(100%) 1.09 ACRES(57%) ,� ,"',� rv/ /' = V (DESIGNED BY OTHERS) NwI L BUILDING TYPE'E' m/ i GFA:IG SF \ o � ,.�otit* L. ,� FEE:968.70 \ PROPOSED TURN DOWN CONCRETE SIDEWALK Ir ��� �g \ } > // / (WIDTH VARIES)(TYP)(SEE DETAIL D2.01) 0 �-\_-I \ )\ JZ // ®\ PROPOSED EDGE OF PAVEMENT(TYP) , Ii , \ -\ \ ` . •L.. N .i y'. f-1--I " \ . \ PROPERTY LINE(TYP) ,� >"'' I, ' ,. \ \ Q. ON „•��d� ce 1\ PROPOSED HEAVY DUTY ASPHALT ,!• —I'PAVEMENT(TYP)(SEE DETAIL D2.07) SG5 ,,I , , / \ ' I I I �' \ II PROPOSED 10'SIDE SETBACK y�'p52 II .`�' ' 42 / / � II. \ C,,Any,lc,, , �i/ =�i ¢E�S3- ` OJ,W,0�o0 yj0 OP VC�� 0 ir ' — I tley5G25�6Nnp,S,2 60 V� aa.., °� ry �, IIIZS e�,,N� �L� — I III — W IL — CC 2 III 0 o. \ g PROPOSED CONCRETE PAVEMENT J L. (TYP)(SEE DETAIL D2.08) PROPOSED 10'SIDE SETBACK Q "' SITE LEGEND PROPOSED 27'x18'LOADING AREA \ // CDC INSPECTIONS HOTLINE.' l"' I bpo PROPOSED TYPE B SEMI-OPAQUE 828-771-4755 OR INSPECTIONS@CDCGO.COM M LOT UNE — — PROPOSED LOADING RAMP °.ppv�yy LANDSCAPE BUFFER(TYP) CC (SEE DETAIL D2.16) �yg,�90 APG 3� (SMALL TREES 30'ON CENTER OR L SETBACK LINE — — — — — �p 2y 2` G6 �' LARGE TREES 40'ON CENTER) it .• � 2 P pt EASEMENT LINE — — — — — PROPOSED DUMPSTER PAD(SEE o ODpp°NG I W r DETAIL D2.10)YITH SCREENING PROPOSED PRIVACY FENCE811 a I J a SAWCUT UNE - — — — — — - (SEE DETAIL D2.09) (SEE DETAIL D2.13) \`.// W a o PROPOSED SIGHT TRIANGLE 1—�� 2 Know what's below. (/) L' PROPOSED HEAVY DUTY PAVEMENT Call before you dig. NORTH DRAWN PROPOSED LIGHT DUTY PAVEMENT CDC PROJECT DMS NO.: 22323 �// SITE PLAN PROPOSED NCDOT PAVEMENT PERMIT NO. TBD PROPOSED CONCRETE SIDEWALK GRAPHIC SCALE SHEET w o is 3050 90 PROPOSED LANDSCAPE AREA 1—III ==----- ( IN FEET) C 2 0 1 i inch= 30 ft WATER NOTES VICINITY MAP SUBJECT y 7 5 / PROPERTY a z N N i 1. SEE WATER DETAIL SHEETS FOR ALL GENERAL WATER NOTES. \ (NOT TO SCALE) p a ff��' J CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS SHEETS WITH E.S. c ALL WATER PLANS. n w i y y W m> oLL o 5. 2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5'OFF EDGE OF \10 \ / man i a n PAVEMENT/SIDEWALK.WHEN A UTILITY STRIP IS PRESENT,METERS / a SHALL BE INSTALLED WITHIN STRIP.WHEN SIDEWALK IS \ / 3: CONSTRUCTED AND NO STRIP IS AVAILABLE,SERVICE UNES 9: n CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE \ 74 EXTENDING 6"ON EITHER SIDE OF SIDEWALK PER CITY OF 4 ASHEVILLE STANDARDS AND SPECIFICATIONS. A / IIo3. TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE /' ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT-OF-WAYS SHALL PROPOSED 1 \ r/� ;� Q "SDR 21 PVC WATER LINE BE A 20 FEET.THE ENTIRE WATER EASEMENT MUST E CLEAR AND / a REMAINED CLEARED OF TREE PLANTINGS,EXISTING TREES,AND ANY (TYP)(3'MIN.COVER)(SEE DETAIL D5.02) / °�� \ N ct PERMANENT STRUCTURES. \ d /" t, 4. TO SCHEDULE THE REQUIRED INSPECTIONS ON ALL WORK,CALL THE / / \8 \ C y CIVIL DESIGN CONCEPTS INSPECTIONS HOTLINE AT 828-771-4755, /f\ a1 U a OR EMAIL AT INSPECTIONSOCDCGO.COM. / \ /° /d \ \ (({�:,��y7� .>'y!_ 3 FAILURE TO SCHEDULE INSPECTIONS MAY RESULT IN UNCOVERING / / b�- / `Ti N 0 OR REDOING WORK. \' \/ / `i' U t7 U 3 / i\ -* / �V \ DEVELOPMENT DATA / / THE, 216 WESTSIDE SQUARE / / \\ �.. \ \ OWNER/DEVELOPER: THE BROADWAY GROUP,LLC / \ CI PROPERTY LINE(TYP) HUNTSVILLE,AL 35801 /� / / / / \\ •-' �0 CONTACT: ROBERT M.BROADWAY / / / V \ -d c I'I'0 (828)533-7287 �f6 /41114111111 / / \ Y\\ P APPROXIMATE LOCATION OF CIVIL ENGINEER: CIVIL DESIGN CONCEPTS,P.A. G 61 -- V A \ EXISTING 8' DIP WATER LINE O PG pG Cb� / ) \ 168 PATTON AVENUE .. 6 Q / \ \ \ ASHEVILLE,NC 28801 lP� / \ \ CONTACT: BEN MUNN,P.E. w/ \\ PROPOSED DIRECTIONAL DRILL UNDER (828)252-5388 �+/ // / //*./' \ \ 3 HIGHWAY BY CLEVELAND COUNTY WATER y SURVEYOR: MCABEE&ASSOCIATES,P.A. / �/ \ \ \ \ PO BOX 1768 FAIRVIEW,NC 28730 / / / ® \ \ \ (1)PROPOSED 1"TAPPING SADDLE ON EXISTING CONTACT: BARRY WEST IId V \ \ \ WATER UNE(SEE DETAIL D5.01) (828)628-1295 / 4/ NOTE: �� �, "/ \� \\\\ CONTRACTOR TO VERIFY LOCATION/SIZE/ / MATERIAL PRIOR TO ORDERING MATERIALS. / o 0 0 0 I. , 14/14111b / Ph \ \ \ • I.; \ __--9______--" / G / V�Illik �? ® ---------- PROJECT DATA ((mi�l / �'qn ,10.. / PIN: 2558-44-6874 / OJ/ :, e.�• =b d0 PROPOSED 3/4'WATER METER BOX ADDRESS: 1306 NEW PROSPECT CHURCH RD,SHELBY,NC O1 -, T\ \ (TYP)(SEE DETAIL D5.03) DEED BOOK/PAGE: 1887/1750 8 ,(� _ PROJECT ACREAGE: 1.923 ACRES ' K" / \ \ CURRENT ZONING: RR(RESTRICTED RESIDENTIAL) �- PROPOSED / . 1-1"RPZ BACKFLOW PREVENTER IN ABOVE GROUND SETBACKS; a y �J�- �i HEATED ENCLOSURE(ENCLOSURE TO MEET ASSE FRONT: 30' / `� / 1060 STANDARD REQUIREMENTS) SIDES: 10' - a / t )1'9\ 4 I/ PAYI y °a\ ` 1-1"UL/FM APPROVED SWING CHECK VALVE LOCATED REAR: 30' WITHIN RPA ENCLOSURE(CONTRACTOR TO CORNER: 20' PROVIDE ELECTRIC SERVICE REQUIRED FOR HEATED / / \m \ ENCLOSURE) DISTURBED AREA: 1.60 AC / / II" \ P POST/ /i IMPERVIOUS AREA: 0.00 ACRES(OOR) 0.83 ACRES(43R) o w PERVIOUS AREA: 1.92 ACRES(100%) 1.09 ACRES(57%) ,° n n / v BUILDING TYPE'E' . _ m o / PROPOSED FILL AT EXISTING POLE o ry ry ii / ,/ FFE:968.70 \ \96r. (COORDINATE W/UTILITY COMPANY) - - //e. PROPOSED 1'CONTOURS(TYP) 44 Allik `� _ < at \ �� \ `v9A A } / 4NIII)I, 4_ N \ Z�/ •'�/� �/® ��� 9 A p ,,..NN�)�s, / -, / \ 63.. g _O, dam: / / // \ �, \ PROPOSED BUILDING WATER CONNECTION 6 ct f-6 _1 6,- to'ItY.It C7e Z,‘4'4 / / / . \ � / / \ (SEE PLUMBING DRAWINGS FOR CONTINUATION) W y`°ed 4,2°�:\ \ �i sk1416.. y 5a iiiiiiii ��� \ ape A ' \ R PP4��pC EXISTING 1'CONTOURS(TYP) \ � i /P , pG P,�>6�P�U6 Iy ��A Wo�G dA,�gW• 0�.. P`Q0`� °P,AQ�� V 0,1;1Py.�PGp3- Opp dAG 00 3 • _ PROPOSED SEPTIC C LOCATION o W y' 25 0 f•6S W6 • _ (DESIGNED BY OTHERS) LLI \ Z cn o 960'— w ` I �\ CDC INSPECTIONS HOTLINE: W\ BOOLyW�o Ge J 828-771-4755 OR INSPECTIONS@CDCGO COM •IP' g bOW I M 3'I 811 o Know what's below. (n L' Call before you dig. NORTH DMS CDC PROJECT CDC PROJECT NO.: 22323 UTILITY PLAN PERMIT NO. TBD GRAPHIC SCALE 00 0 18 30 80 90 SHEET ( IN FEET) C501 i inch= 30 ft TREATED 2 X 8 WOOD CAP PAVEMENT DETAILS w i i .1',F$i w/GALVANIZED WOOD SCREWS COLORED TOOLED/SERRATED SLIP a i :! y V V t AT 12"OC STAGGERED, RESISTANT SURFACING AND/OR TACTILE z i3 i P` 1-1 COUNTERSINK HEAD WARNING DEVICE AS REQUIRED BY 1.DETAILS ARE STANDARD REQUIREMENTS AND MAY INCREASE OR o w l I i -a a AMERICANS WITH DISABILITIES ACT DECREASE WITH VARIOUS SOIL CONDITIONS.A GEOTECHNICAL a--w a INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS o.w z a ACCESSIBILITY GUIDELINES AND CODE vim.w� I SIMPSON GALVANIZED REQUIREMENTS x SHALL BE COMPLETED FOR EACH DEVELOPMENT.THE FOLLOWING -sx,O LL ti i i u FRAMING ANCHOR DETAILS ARE MINIMUM PAVEMENT REQUIREMENTS.INCREASED a� J'au A34(TYP) RECOMMENDATIONS ARE TO BE USED. 3 B 1:10 MAX SLOPE PAINTED YELLOW 2.THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR `� ROUNDED TREATED 2 X 4, ,\ SCARIFIED AND COMPACTED PRIOR TO PLACEMENT OF BASE ATTACH w GALV. /� STANDARD ACCESSIBLE CONCRETE CAP / - MATERIAL.WHERE EXISTING SUBGRADE MATERIALS ARE _ 1111111' �I FRAMING ANCHOR _ - BOLLARD WITH ACCESSIBLE PARKING SYMBOL PAINTED UNSUITABLE,THEY SHALL BE REMOVED AND REPLACED WITH TO POST PARKING SIGN,AS REQUIRED. ^ ON PAVEMENT.PAINT GRIND COMPACTED SELECT MATERIAL IN ACCORDANCE WITH E �'_ COLOR TO BE PER THE SHARP EDGES GEOTECHNICAL RECOMMENDATIONS. \ AUTHORITY HAVING Q v OPN SPACE JURISDICTION. 6"0 SCHEDULE BO 3.HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY a 8 20'-0" CONCRETE PAVEMENT(AS RECOMMENDED BY THE GEOTECHNICAL I STEEL PIPE FILLED of 8 GALVANIZED c WITH CONCRETE AND REPORT OR MINIMUMS)SHALL BE STEEL REINFORCED. i+ WOOD SCREWS, PAINTED YELLOW REINFORCEMENT TYPE SHALL BE PRIOR APPROVED BY OWNER. C Q, COUNTERSINK HEAD 11 4.CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO OWNER FOR O�V 1 FINISH GRADE --- PRIOR APPROVAL.ALL JOINTS MUST BE SEALED WITH AN .51 C FINISH GRADE n _ ' II i•i i, 1 D APPROVED TOSEALANT.STEEL REINFORCING SHALL BE USED AT O 3 '�/• / SLOPE D JOINTS.REFER TO ACI 330R(GUIDE FOR DESIGN AND boo C) " ,F_ / CONSTRUCTION OF CONCRETE PARKING LOTS)FOR JOINT DESIGN ;y N / 7.72 MAX AND LAYOUT. F _ ACCESSIBLE/ SLOPE To DRAIN III 4000 PS CONCRETE �II SHOPPING CART i� N EN AMP TO BE <� SIDEWALK TOP OF PROPOSED RP CENTERED A RAMP PAVEMENT 2"ASPHALT y a"CRUSHED STONE WEARING COURSE ' ABOUT THE \ (111111111 12 //� 12 FRONT DOOR. \ 4"STRIPES(§24"O.C.AT ��� 1 1/2"ASPHALT ) 45 DEGREES.PAINT / A 4 I %`���� - COLOR TO BE PER THE _ BINDER COURSE �1 -J AUTHORITY HAVING 6"COMPACTED SECTION A-A / AGGREGATE BASE $ ELEVATION JURISDICTION. o IL w COMPACTED SUB PRESSURE '—BOLLARD C n 4,000 P.S.I.CONCRETE W GRADE O PRESSURE TREATED 2 x^ EE PAINTED a STANDARD DUTY ASPHALT DETAIL CI TREATED 2 X 4 PRESSURE TREATED(5) YELLOW STANDARD ACCESSIBLE O- N 2 4x12"ANCHORS SCALE:NOT TO SCALE _ 1 X 6 VERTICAL BOARDS PARKING SYMBOL PAINTED ON O# U w SIMPSON GALVANIZED 45 MITER CORNERS OF (111) FRAMING ANCHOR A34 PAVEMENT.PAINT COLOR TO BE �-' ON UNDERSIDE OF zxa's 2 X R TOP CAP Al \ �_ PER THE AUTHORITY HAVING _ Q 2"ASPHALT JURISDICTION. c m S WEARING COURSE PRESSURE TREATED ao d ��.7i�� 3" '�li��� ��- m 4 X 4 POST 1:10 MAX.SLOPE U f�i 2"ASPHALT O PAINTED YELLOW 4"PARKING SPACE STRIPE. 4 40 Y _-N^'. BINDER COURSE Z BOLLARD WITH PAINT COLOR TO BE AUTHORITY HAVING PER THE IAI METER _ f2:'a -f�i� AGGREGATE BASE P LAN ACCESSIBLE PARKING SIGN AS REQUIRED. JURISDICTION. 111Will1 ple COMPACTED SUB o 0 0 o m GENERAL NOTES: \ GRADE 1. PRESERVATIVE PRESSURE TREAT LUMBER WITH WATER-BORNE PRESERVATIVES TO COMPLY WITH AWIPA C2 AND G9, STEEL BOLLARD DETAIL HEAVY DUTY ASPHALT DETAIL RESPECTIVELY,AND WITH REQUIREMENTS INDICATED BELOW. / STEEL NOT TO SCALE/ SCALE:NOT TO SCALE A. PRESSURE-TREAT ABOVE-GROUND ITEMS WITH WATER-BORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 PCF. REINFORCING AS B. PRESSURE-TREAT WOOD MEMBERS IN CONTACT WITH THE GROUND WITH WATER-BORNE PRESERVATIVES TO A RECOMMENDED MINIMUM RETENTION OF 0.40 PCF. BY GEOTECHNICAL 2. FASTENERS: OF SIZE AND TYPE INDICATED THAT COMPLY WITH THE FOLLOWING REQUIREMENTS. PROVIDE HOT-DIP . - CONSULTANT co ZINC-COATED FASTENERS PER ASTM A 153 OR NSI TYPE 304 STAINLESS STEEL FASTENERS. NOTE: ,n .y (RE:NOTE 3 ABOVE)ALL ACCESSIBLE RAMPS AND ACCESS xs�lgtiy'-,'r;^`lrq'i �--- 5"3,000 PSI CONCRETE AISLES SHALL MEET ALL CODES AND AR ICE Y".. VA%Any, y 4"COMPACTED ADAAG REGULATIONS. 12"x1 B" F- 1 AGGREGATE BASE o' '8 z DUMPSTER FENCE DETAIL z D2.09 W ��� COMPACTED SUB - a o NOT To SCALE HANDICAPPED PARKING DETAIL m GRADE D2.05 NOT TO SCALE s' O > STANDARD DUTY CONCRETE DETAIL 2"x9' ® 0_ SCALE:NOT TO SCALE 6'HIGH 18' 1I- REINFORCING AS WOODEN FENCERIw ':',1 ry o 0 RECOMMENDED BY CONSULTANT GEOTECHNICAL 0.080"ALUMINUM HANDICAP Z CONSULTANT PARKING SIGN. BOLT WITH 5/16" O 1n1`. (RE:NOTE 3 ABOVE) 0. a0 a CADMIUM HEATED BOLT, NUTS U f�lr 1�� --�. v. 1 6.•3,000 PSI A �� ettiVi tir .i t + REINFORCED CONC o BOLT SIGNS TO GALVANIZED ! -' -■e 'q 6"COMPACTED METAL PIPE COLUMN �iUE AGGREGATE BASE d 6"DIA. STEEL BOLLARD �7„�' `••, COMPACTED SUB - `� �' 18 �'e a a d (TYPIC AL((SEE DETAIL) I _I 6'DIAMETER CONCRETE FILLED DE a a ^ R- STEEL PIPE BOLLARD,PAINTED HEAVY DUTY CONCRETE DETXV YELLOW SCALE:NOT TO SCALE J ,� WOODEN SWING-GATEW/ 4 a Z ' _` A HE,VY DUTY CASTERS CONCRETE SURROUND 0 �\;P:°•N�• ``>• t\ SI - a •. 1F AROUND PIPE COLUMN �re`� � 36' O 4a I. NOTES: ll.l Uv'�. =:? a Rtr- a`\ d Q.4 ® i _ _ _ _ _ _ - 1. RESERVED PARKING SIGN SHALL wcwDE A > S.y'.• " ,••4; WHITE WHEELCHAIR SYMBOL ON A BLUE SQUARE. t'°°..d JQ' d �� 2. SIGNS SHALL HAVE A GREEN LEGEND AND -/ .�� E,. o ` • �•_O=•.. d 2-0 BORDER ON A WHITE BACKGROUND. / \ �` B` 4 / = 2. SIGNS IDENTIFYING VAN PARKING SPACES SHALL / \ 0 � "' `\ / 6"CABC STONE CONTAIN THE DESIGNATION"VAN ACCESSIBLE". LL 8"4000 PA CONCRETE 1 ` a4 / a a/:; SLAB WITH #4 REBAR 0 11 3 ALL SIGNS AND STRIPING SHALL BE IN LATCH ON ♦ 12"O.C.EACH WAY I I 1 1 ACCORDANCE WITH THE LATEST EDITION OF THE THIS LEAF . '�■, I 10 y 1-6 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES I DROP ROD ON THIS LEAF MEN' MINIMUM SUPPLEEM NNTD TOH THEORTH MUTCDAROLINA DUMPSTER PAD DETAIL j D2.04 ACCESSIBLE PARKING SPACE SIGN D2.10 NOT To SCALE I NOT TO SCA E o I a0�Ih--' I NOTES: 1. SIGN SHALL HAVE WHITE LETTERS ON A RED REFLECTIVE BACKGROUND. 1:12 MAXIMUM YELLOW io \ 2. ALL SIGNS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF CC SLOPE STRIPING / UNIFORM TRAFFIC CONTROL DEVICES(MU TCD)PUBLISHED BY THE FEDERAL HIGHWAY 0 ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD. B WALK WIDTH u r REFER To PLAN s, D2.03 STOP SIGN DETAIL J 12" i STRIPING LEGEND — w AA NOT TO SCALE 1 ° YELLOW SURFACES SHOULD BE CLEAN, DRY SCORE PER PLAN CURBING AND METAL SURFACES FREE OF HEAVY 3"RADIUS W - AND RUST 2 COATS SHERWIN WILLIAMS - 1/4"PER FOOT C BOLLARDS - KEM 4000 ACRYLIC ALKYD ENAMEL �- ( CC PARKING LOT SAFETY YELLOW B55Y300 x x x L.L a ° • `I STRIPING - SURFACES SHOULD BE CLEAN, DRY. - 3' PARKING LOT TOP COAT SHERWIN WILLIAMS - 1 = o NO.4 REBAR P ROM AR TRAFFIC MARKING PAINT CO > YELLOW TM5495 4"WASHED STONE BASE J 3 A PRECAST CONCRETE WHEEL STOP 3" COURSE(#57 OR#67) W HANDICAP SURFACES SHOULD BE CLEAN, DRY. ,� 4" 4" SURFACE COURSE T a y a a STRIPING - TOP COAT SH ERWIN WILLIAMS - o COMPACTED SUBGRADE PARKING LOT PROM AR TRAFFIC MARKING PAINT "H.C.' BASE COURSE F w BLUE 4 CONCRETE WITH 6"X6'/ Ilk 1.4x1.4 W.W.F. 6.. - ° ° o CONTRACTOR IS RESPONSIBLE FOR ALL PUBLIC UTILITY CONNECTIONS (ELECTRIC, WATER, GAS, SEPTIC, SEWER) DRAWN BY: DMA NO. 4 REBAR �I AS WELL AS PROVIDING ALL INFRASTRUCTURES REQUIRED NOTES: CDC PROJECT NO.: 22323 [I [1" EMBED IN PAVEMENT 6"MIN. Il BY UTILITY COMPANY PERMR NO. TBD ELE V: AA PROVIDE SEALED 1/2"EXPANSION JOINTS AT 40'-0"O.C. AND SITE DETAILS LOADING DOCK AT RIGID STRUCTURES; 1"DEEP TOOLED JOINTS AT 8'-0"O.C. ELEV: BB D2.16 NOT TO SCALE TURNED DOWN SIDEWALK DETAIL SHEET WHEEL STOP DETAIL D2.01 D2.11 NOT TO SCALE NOT TO SCALE C921