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HomeMy WebLinkAboutSWA000201_Plansheet C201-C206 - Proposed Conditions/Site Plan_20230417 BLOWUP 1 / SITE DATA ~ RAYMOND A. IVEY Z 6' WIDE � ��� � PARCEL ID NO 1526-77-5334 & JEAN C. IVEY OPEN WATER L �� ��, PIN: 1526-69-5895. 00 OPEN WER , � � � DEED DEED BOOK 3990; PAGE 489 0 �� o� r 0 DEED INFORMATION F UND) SITE AREA 138.66 ACRES (TO CENTER OF W. CORE ROAD) 4� CL w ao p ADDRESS 453 ROOMS TO GO WAY, DUNN INC 28334 5 N �? U) (0 SO•S� F� JANET JACKSON DOFFERMYRE & OWNER SIRE DUNN INDUSTRIAL LLC OMM4 wLd p� 1<,�,�i �� ZONING I-100 l!J w Y 1 o PIN: 1526-79-5573.000 o w o DB. 3484 PG. 74 EXISTING USE VACANT > ¢ uj JP W W W W MB. 2002 PG. 1359 BLOWUP 2 J JURISDICTIONAL PERENNIAL STREAM PROPOSED USE WAREHOUSE DISTRIBUTION AND RETAIL W r > CO z_ W 'Wf7H JLr WIDE VEGETATED SETBACK W W W W W W W W EXISTING BUILDING O SF C) J W W ¢ z PROPOSED BUILDINGS BUILDING 1: 1,121,814 SF w XEzTLS W W W W W W W W W W W W W W Lr) U- y y y y y y y y BUILDING 2: 252,020 SF y y y y y y y y y PROPOSED PARKING BUILDING 1: 606 SPACES WITH 16 ADA SPACES rt y\ 6 WIDE JURISDICTIONAL . � . . y . . � . � . y . � . � . y . y . .. BUILDING 2: 215 SPACES WITH 8 ADA SPACES \ iRAN5fQ4MER W OPEN WATER . W W�TI�A�VQSW PRIMARY STREET ROOMS TO GO WAY MARY SCOTT WILSON EXISTING IMPERVIOUS 0.2 ACRES W W W . W W . W W . .... . PIN: 1526-78-2681.000 PROPOSED IMPERVIOUS -77 ACRES EA-T.- � V. W W W\ '4' WIDE'" DB. 3522 PG. 317 100YR FLOOD PLAIN ZONE 'X' AND 'AE' PER FIRM NUMBER 37201562600K � � . � . JJR.DI�C)10NA� � l M. � � � � � � � � � DATED JANUARY5, 2007 LOT 2 ��- HEIGHT, STORIES PROPOSED ONE 31.58 Acres �� LIMITS OF DISTURBANCE LAND DISTURBANCE 112 ACRES O LOT 1 4,878,720 Sq. Feet o 30.28 Acres / V �� 112 Acres ao N BUILDING SETBACKS: U 50' FROM ALL PROPERTY LINES Z / LANDSCAPE BUFFERS: Z I / S�2 ADJACENT TO 1-100 ZONING: 5' WIDE TYPE C BUFFER C O• 6G� ADJACENT TO RESIDENTIAL ZONING: 30' WIDE TYPE A BUFFER ADJACENT TO WEST CORE ROAD: 30' WIDE TYPE A BUFFER Q W eyc'Q� ADJACENT TO ROOMS TO GO WAY: NONE C Z a W o H i, KIMBERLY DAWN JACKSON HAYE O '" �( TROY PAUL JACKSON (n O PIN: 1526-78-6000.000 'o Z o G' DB. 3224 PG. 52 20 O F I 1 GL NDA SUE WEST Z PI 1526-77-6970.000 r7 DB 832 PG. 853 Lo Q f � 1 LEGEND PROPERTY LINE ADJOINING PROPERTY LINE LIMITS OF DISTURBANCE -- •/ I I` 11 W W, ' I TIP TIP TREE PROTECTION FENCE \ WETPOND \ LOT 3 W 76.81 Acres / I TRACT 1 ROOMS TO 0 DISTRIBUTION CO LLC'`(� PIN: 1 26-46-8343.000 SITE PLAN NOTES: DB. 190 PG. 0372 MB. 014 PG. 97 / V 1. BOUNDARY, SURVEY, AND TOPOGRAPHIC INFORMATION PROVIDED BY BASS NIXON AND z ; BUILDING1 0 KENNEDY CONSULTING AND ENGINEERS IN DECEMBER, 2022 1 30' WIDE VEGETATED W`�\y y \ I O 1,212,814 SF 2. NO FREE STANDING SIGNS ARE PROPOSED AS PART OF THE DESIGN. IF NEW FREE SETBACK o 640' X 1890' / 'I / Ld STANDING SIGNS ARE REQUIRED IN THE FUTURE, IT WILL BE PERMITTED SEPARATELY. W ANDS O 606 SPACES 3. ALL DENUDED AREAS NOT COVERED WITH IMPERVIOUS SURFACE OR NOTED LANDSCAPING TO ` \W W W WITH 16 ADA SPACES / o BE PERMANENTLY SEEDED. W I O / / / [ 0 0 r N 4. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FOR CONSTRUCTION SHOWN ON y •, / / a / THESE PLANS. // / / / ry 0 00 -1 I 1.� z (p J 5. ANY WORK SHOWN ON THESE PLANS THAT IS FOUND TO BE IN CONFLICT WITH LOCAL / '/ / W w o ZONING SETBACK REQUIREMENTS SHALL BE IMMEDIATELY REPORTED TO THE CIVIL ENGINEER FOR �,, I < / / a rn z ADJUSTMENT. `, A 1� / /� / Q L w / rn 6. LOCATIONS FOR EXISTING UTILITIES SHOWN ON THESE PLANS ARE APPROXIMATE, 1 W ` I — // / co �� U N 0)N o CONTRACTOR SHALL CALL UTILITY LOCATOR TO VERIFY THE LOCATION OF ALL EXISTING UTILITIES. i I / �/ / / QO co O Z z ! � �/ W�I ai w 7. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ADEQUATE SAFETY MEASURES, ACTIVITIES, AND W ; / / J 41 BARRICADES FOR THE PROTECTION OF ALL PERSONS ON OR ABOUT THE LOCATION OF THE SITE. ��/ j�/ VO�� _j F- r 2! 8. CONTRACTOR SHALL INSTALL SIGNS AND CONSTRUCT NECESSARY RAMPS AS PER THE '/ / \ �o/ / / U V 'L a NORTH CAROLINA STATE BUILDING CODE, FOR ALL HANDICAP PARKING SPACES NOTED ON THE ` // "� / / = v - �I ~ PLANS. / �/ / / J� w a BLOWUP 3 / Q -1 N / � Q 9. FOR ALL HANDICAPPED PARKING SPACES, AS PER ADA CODE: 1)REGARDLESS OF AGE, ALL w / / / / U) rn N ACCESSIBLE SPACES SHALL BE IDENTIFIED BY ABOVE GROUND SIGNS ONLY; 2) NEW SPACES / / / co m °' N SHALL NOT USE GROUND-PAINTED SYMBOLS; 3) ACCESSIBLE SPACES ARE REQUIRED TO BE / / / - _ F- STRIPED OFF ONLY. II z a- z 10. INSTALL DIRECTIONAL ARROWS, LANE MARKINGS, "STOP" MESSAGES, ETC. AS SHOWN ON THE 4 WIDE �/ U N a PLANS WITH TRAFFIC MARKING PAINT ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS. JURISDICTION / / / , 0 USE WHITE PAINT. DI H WETPOND 11. ALL CONSTRUCTION TO BE PERFORMED TO CITY OF DUNN STANDARDS, SPECIFICATIONS AND �/� SEAL DETAILS. / / / /A� CAR /// CREEK TOP _ 9 - JURISDICTIONAL i IQ PERENNIAL F\v I / y•; STREAM cn 00 ' III , // BLOWUP 4 ' �4/2023 Im DATE 2/24/2023 / ISSUED FOR N / REVIEW BU�egClf SHEET NO. R BLOWUP 5 W y W iW / CONSTRUCTION DRAWINGSC201 ISSUED FOR: WFTLA`ND'3 �� 0 150 300 450 ■ PRELIMINARY / ❑ MUNICIPAL REVIEW 00 YEAR FLOOD LINE W y W W W El BID SET W W y �� / ❑ CONSTRUCTION DOCUMENTS / ~ LLJ CL uj Do uj O �y UOoZ J F-: LLJw M Y p W C LLj > mw H J_ CO O W r > 00 Z / � / EASEMENT MARKER Cj -RAPS o X � \' / F.� / 40'PERMANENT UTILITY EASEMENT \ . O DB. 3982 PG. 720 O TOM Q 0 Lo a a z M RI P 70' TEMPORARY CONSTRUCTION EASEM O cq PE*MANENtbRAINAGG?UTILITYtASEMEA* �' DB�'3982 P&720 O J BK. 3783 PG. 540 M 30' WIDE Z_ VE&TATEO SETBACK o F a RI GH T—OF—WAY / I F— DB. 3791 PG. 302 / G O ----'Q�L�CDB. �544�PGE782ASE�'ENT Z � C) W O D:f w / ET NDS �' �' �' �' �' �' �' �' �' �' �' �' �' �' �' WETLANDS Q Of Fa ELECTRIC TELEPHONE J O' CP&L EASEMENT \ TRANSFORMER Q P— LIMITS OF CELL T ER \�19�� Tp DISTURBANCE \ HEIGHT= 255' \ ` \ B ILDING �A 6' CHAINLINK FENCE NEXTEL LE DB. 1544 2 010 U D A v 5 2.5' CURB AND GUTTER ° 2.5' CURB AND GUTTER Q EASEMENT MARKER (TYPICAL) (TYPICAL) _ HEAVY DUTY / v PAVEMENT z z / i v / i SECTION (NON � - _ 0 HATCHED) o - - -� w 40'PERMANENT UTILITY EASEMENT NEW HEAVY DUTY DB. 4079 PG. 4 / PROPERTY \. \ PAVEMENT 75' �D �° O LINE SECTION NON o 0 0 / cn o \ ( ° CONCRETE Ln / v v HATCHED) PAVEMENT 7 N a v v ` 30.0' SECTION �y+ 0 00 -1 I ° Z �p J U y m coCROSS ACCESS W X i n EASEMENT w O 0 // is l 10' TEMPORARY CONSTRUCTION EASEMENT / v v v 20.0' -'° a z DB. 4079 PG. 4 PRIVATE SANITARY o °i w Qo `� SEWER EASEMENT 10' U N °' z c� _o W U Z / 46.0' w WETLANDS \ - 5' � � MEDIUM DUTY - J of PAVEMENT '° w c� SECTION LLJ 0 V) 20' WIDE SCM �_,° 5' � ° — / ACCESS AND 75� L, C] rn a / / v MAINTENANCE \ \ 10' a N c� EASEMENT a, W _ °' N CONCRETE ° o a = ADA PAVEMENT z RAMP SECTION N } d LIMITS OF �6'0 DEPRESSED + o DISTURBANCE HEAVY DUTY CURB AND ADA o CONCRETE PAVEMENT SIGNAGE o DOLLY PAD SECTION (NON ADA ` SEAL I I I �I//ll C I � HATCHED) RAMP �� R0� -� NOTE: PROVIDE CONCRETE 4" WIDE WHEEL STOPS IN WHITE ol FRONT OF ADA o STRIPES SPACES \ ` _ _� • g 9 VoDRIVE DOOR IN \ \ p ° iiN •� . M�\ \ DUMPSTER LIGHT DUTY -- SCREEN PAVEMENT p L/ 4/2023 AND GATE SECTION \ \ DATE CONCRETE 2/24/2023 PAVEMENT SECTION _ ISSUED FOR \ LOADING DOCK STRIPING. NOTE REVIEW VEGETATED 30' WIDE \ o THAT WIDTH OF SPACES VARIES. SETBACK CONTRACTOR SHALL COORDINATE \ ° SHEET NO. -o WITH ARCHITECTURAL DRAWINGS p FOR CORRECT STRIPE LOCATION PRIOR TO PAINTING - NOTE: WHITE STRIPES ON \ \ ° MEDIUM I 0 60 120 180 % I _ o ATRIPEST YELLOW AND N ON CONCRETE p SECTION 33\ \ \ CONSTRUC �O UTEDNFORAWINGS C202 �_ o ■ PRELIMINARY ❑ MUNICIPAL REVIEW HEAVY DUTY ° ❑ BID SET PAVEMENT ` \ SECTION (NON Q ❑ CONSTRUCTION DOCUMENTS z V \ z W 0 \ CL Lu� 0 0 N U) p�y t0 p zLLJ \ J Ld Y d Ld \� � Q > n- 2 I W < 0 60 120 180 J <2 Oe W r w (30 J LLJ � z WETLANDS00 �t �\ N � cm U L a a Z I'l I M 2.5' CURB AND GUTTER �\ J Z (TYPICAL) \ Q N O \ o Z \ U r Q a. o D ° \ \\ Z cr) o W F_ F_ \ D:f Z D \ L0 Q ° o gFTLAND� �P \ _ ° LIMITS OF DISTURBANCE s\ CONCRETE PAVEMENT SECTION D 1r \ \ NEW 0 z 75' PROPERTY \ v� LINE HEAVY DUTY \ w PAVEMENT \ / SECTION (NON rn HATCHED) CN\ \ 30.0' u co \ CROSS ACCESS N a CONCRETE EASEMENT z 00 d DOLLY PAD \ u Lid00 30.0' \ \ QC" z CROSS ACCESS / 4" WIDE D EASEMENT \ o °i uj w STRIPES \ ' N °' D W L- z L) N CONCRETE HEAVY DUTY J MEDIUM DUTY ° PAVEMENT PAVEMENT / \ of SECTION tN 0 PAVEMENT SECTION SECTION (NON SECTION HATCHED) — i a m a ° ADA \ \ RAMP \ < ° \ \ 75' 10' N 70.0' o DEPRESSED m rn N \ CURB AND ADA \ \ SIGNAGE c a = ° o D 5 \ ° ADA A 6.0 \ \ z c� ° . ° . ° . ' \ \ \ o RAMP U }DRIVE IN a DOOR `V \ 2.5' CURB AND GUTTER + o NOTE: (TYPICAL) SEAL DUMPSTER PROVIDE CONCRETE \ \ \ \ I 5' WHEEL STOPS IN 0 SCREEN F ADA CARO 10' AND GATE SPACESol \ \ ���� LIGHT DUTY CONCRETE ° "' HEAVY DUTY PAVEMENT \\ I ••• CI ••' PAVEMENT \ o _ o_ o_ SECTION \ �� • Vc • �� ° SECTION 70.0' D.° PAVEMENT \ \ \ \ 3H0 �i��< • • • • �\� 10.0 SECTION (NON //14 P. M� 3 ,D ° D D �D HATCHED) 1110LI \\-- 6.0 / / MEDIUM DUTY ° ° \ y L/14/2023 PAVEMENT o o_ o_ \ \ \ I I DATE ` ° D SECTION CONCRETE \ I 2 24 2023 o o_ o_ Q PAVEMENT PAVEMENT HEAVY DUTY \ I ELECTRIC POLE (TYP.) 10' WIDE SECTION (NON / / S SECTION \ \ ISSUED FOR CONCRETE HATCHED) \ A REVIEW / DOLLY PAD _'D URB AND GUTTER LOADING DOCK STRIPING. NOTE I I SHEET NO. o '_D D. THAT WIDTH OF SPACES VARIES.ICAL) CONTRACTOR SHALL COORDINATE oy I D D WITH ARCHITECTURAL DRAWINGS �` I FOR CORRECT STRIPE LOCATION NOTE: PRIOR TO PAINTING PROVIDE CONCRETE NOTE: WHITE STRIPES ON � ASPHALT AND YELLOW WHEEL STOPS IN CONSTRUCTION DRAWINGS STRIPES ON CONCRETE FRONT OF ADA I ISSUED FOR: C203 SPACES I ■ PRELIMINARY ADA 1 RAMP ElMUNICIPAL REVIEW I I ❑ BID SET DEPRESSED ❑ CONSTRUCTION DOCUMENTS NOTE. ° ° ° ° CURB AND ADA -o o. WITH ARCHITECTURAL DRAWINGS ° MB. 2 4 ° p ,° ° p FOR CORRECT STRIPE LOCATION PRIOR TO PAINTING o �� CONCRETE --- HEAVY DUTY NOTE: WHITE STRIPES ON \ MEDIUM DUTY p ASPHALT AND YELLOW PAVEMENT PAVEMENT / Z PAVEMENT SECTION SECTION (NON / TRIPES ON CONCRETE p SECTION w HATCHED) 36 p p p p \ \ p 2 O CL W OD U \ o HEAVY DUTY \ 75' p 10' � 04 rn PAVEMENT 5' I? `\ \ SECTION (NON p / J w Y M a HATCHED) \ \ Lu w o 0 Wo Fo MEDIUM D Y p� p o 10' w p PAVEof z NT \ p p p \ �\ rn w SECTION'-, p CONCRETE CONCRETE - \ p PAVEMENT p 0 ISLAND AND 6" SECTION / p 10 0, 70.0' `\ V/ \ 5' p RAISED CURB _ - ° 10.0' D 3 D p D 6.0' / / MEDIUM DUTY 1 \ Q PAVEMENT SECTION 1 o WETLANDS \ D 2.0' p "D p`'"D p ' p` ° S 10' WIDE CONCRETE / CONCRETE PAVEMENT / DOLLY PAD p SECTION URB AND GUTTER M 00 LIGHT DUTY � p p p p p PAVEMENT / AL) \ m SECTION \ D '° n/ 00 M 70.0' D o '_D p LOADING DOCK STRIPING. NOTE Q THAT WIDTH OF SPACES VARIES. p `�D Q U a CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS FOR CORRECT STRIPE LOCATION ° p ° J PRIOR TO PAINTING a o O 30' WIDE ; o NOTE: WHITE STRIPES ON CN VEGETATED I ° p . p . p . p ASPHALT AND YELLOW SETBACK 4" WIDE STRIPES ON CONCRETE II �/ STRIPES D D NOTE: ADA p p p p HEAVY DUTY PROVIDE CONCRETE Q o (n Z 5' D ;D D- PAVEMENT WHEEL STOPS IN RAMP 10' WIDE p p SECTION (NON FRONT OF ADA DEPRESSED // Q o _ (D } Z \ \ CONCRETE HATCHED) SPACES CURB AND ADA \ / ° ° Q SCM ACCESS AND DOLLY PAD p SIGNAGE p Z O z J \ MAINTENANCE o ADA / � a EASEMENT ° 4" WIDE D RAMP — 0 STRIPES p p Q p Z g O W Z � H p CONCRETE p p / p Q = O PAVEMENT CONCRETE 0_ Ld (� 20' WIDE SCM p SECTION p "'D D D,° 'D,p PAVEMENT / p r ) z ACCESS AND SECTION HEAVY DUTY Lo MAINTENANCE `4' p ." pa."p p "p PAVEMENT _ EASEMENT MEDIUM DUTY p DUMPSTER / _ SECTION (NON I PAVEMENT „D SCREEN HATCHED) CENTERLINE OF CREEK IS PROPERTY LINE SECTION p p p AND GATE ♦/ D o MB. 2015 PG. 35 `��I \ MB. 2014 PG. 97 ' P 'D =D DRIVE IN p p DOOR 4" WIDE o 0 STRIPES p p p p /) WEST SCM o 10' WIDE • ° _ 'D- CONCRETE p p Oro / p DOLLY PAD Q 70.0' / p CONCRETE 4" WIDE ISLAND AND 6" STORAGE TANK AND STRIPES oo RAISED CURB I PUMP ENCLOSURE a FOR BUILDING 2 p p cn � � m STORAGE TANK AND PUMP ENCLOSURE \ fr'I X FOR BUILDING 1 / zo ° ° ,�° 0 \I \V I\ p p o p > uj CONCRETE ° p_ / PAVEMENT CONCRETE A NO S / PAVEMENT rn \ SECTION o 0 0 0 SECTION 0 00 04 WETLANDS \ \� \� p ° D ° _p m U r U I z �_ -i � w 0 \ui I `\ / o d Of z LJ NO CLEARLY DEFINED CHANNEL / l ESS Uf N °' z_ APPROXIMA TE CENTERLINE OF CREEK \ T "°' w x z PER MB. 2075 PG. 35 / p w 0 0 J w r U co D MEDIUM DUTY p p p p _ U) 0 < PAVEMENT 0 0 _ I a SECTION ;° p „° p ° p C] rn a \ ° Q N U o o o {{ 04 F O v/ N \ / 0 d m z (7 \ \\ \ 0 cc N O 0 60 120 180 SEAL p p p LOADING DOCK STRIPING. NOTE C A RO THAT WIDTH OF SPACES VARIES. �����• ��% CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS FOR CORRECT STRIPE LOCATION L PRIOR TO PAINTING NOTE: WHITE STRIPES ON •1 ASPHALT AND YELLOW N\/ 10' WIDE p p HEAVY DUTY STRIPES ON CONCRETE CONCRETE PAVEMENT DOLLY PAD p SECTION NON / - HATCHED) �IM24 2023 / / p 70.0' DATE � p p p 2/24/2023 ISSUED FOR REVIEW / SHEET NO. I ( 70.0' INEW PROPERTY LINE CONSTRUCTION DRAWINGS CONCRETE SSU FOR: C204 PAVEMENT RY I p p p SECTION ElMUNICIPALREVIEW ❑ BID SET � % y ElCONSTRUCTION DOCUMENTS STRIPES ON CONCRETE SPACES I I o \ I ADA RAMP l I Z DEPRESSED I I L!J CURB AND ADA = m Q A SIGNAGE 36.0'ADA \ I I 0 CL DRIVE IN RAMP I o I N U DOOR \ �y U) co Z 30' CP&L EASEMENT J w Y M m uj wC), O p A 26.0� Q " > D. _ CROSS ACCESS y = J UD 0 EASEMENT v m W > Lo oo z 0 60 120 180 HEAVY DUTY a, I r T _ r- 0 0 o cn PAVEMENT M■�y ❑ �' HEAVY DUTY SECTION (NON a vof . z PAVEMENT HATCHED) 26 0' I ,n CL SECTION (NON v gp v \ HATCHED) a �, I I to to 20' WIDE SCM I I ACCESS AND ° ° ° °_ 70' / MAINTENANCE LOADING DOCK STRIPING. NOTE EASEMENT THAT WIDTH OF SPACES VARIES. / CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL DRAWINGS FOR CORRECT STRIPE LOCATION I PRIOR TO PAINTING I NOTE: WHITE STRIPES ON ASPHALT AND YELLOW STRIPES ON CONCRETE RETE D AND 6" CONCRETE I O D CURB PAVEMENT 00 SECTION o 0 0 10' WID I C�1 v v v v CONCRETE I DOLLY PAD I Q N O Ln ° MEDIUM DUT m _D PAVEM SE ON® �P Z / o (D Q p z J o _ 4" WID �Q Z O STRIPES �P � � � W 'Ile Z O Ld v v v v PQ / L0 Of / Ln 4" WIDE STRIPES 0 0 0 0 HEAVY DUTY PAVEMENT v v `v \ LIMITS OF SECTION (NON �. , , - , , DISTURBANCE �2 HATCHED) 4,j ct) C/)• N v . v . v / � • �/J/ w �/ [ 0 0 SCM ACCESS AND MAINTENANCE / / \� N a EASEMENT / o D U 0 J Z d 10' WIDE LJ a CONCRETE w C" DOLLY PAD a au � w o do v. _ / / �O o �0w N Z_ N X O v v � � W F � 1 J w r U w W � J v v v v v v v U) 0 ~ a, a' Q D J N O o D 6'0 00 = ON MEDIUM DUTY a'v ov av PAVEMENT / / / — ~ ° / o� a_ FM- SECTION a O O SEAL CONCRETE - PAVEMENT v, �. v v SECTION a, aa 70.0' A� CARO���i v v v �. G . v v � L/ 4/2023 DATE v v v v 5.0' / � 2/24/2023 ISSUED FOR 4" WIDE / REVIEW v v p v,� v STRIPES �. SOUTH / SHEET N0. SCM v v v 10' WIDE D / v v v CONCRETE / DOLLY PAD 4" WIDE STRIPES _ / � CONSTRUCTION DRAWINGS C205 v v CONCRETE � ISSUED FOR: PAVEMENT -p ■ PRELIMINARY / / El El BIDNISEPAL REVIEW v SECTION a ° / ❑ CONSTRUCTION DOCUMENTS SECTION I I / / - / o v v v v LJ / o MEDIUM DUTY w DUMPSTER a. a,a_`a. . a a PAVEMENT O o 30' WIDE ; o SCREEN SECTION / "4 VEGETATED AND GATE a `D. a ~y o ,? a', a., a J W Y M d SETBACK NOTE: WHITE o a ' DOOR IN STRIPES ON ° a', a', `° a ° W � ci CCD:) o ASPHALT AND (n w YELLOW STRIPES CONCRETE a p .' / > = J w \ / ADA ON CONCRETE PAVEMENT a.a'_`a.a a 70.0' W F- SECTION a r z RAMP p .' ❑ w :3 DEPRESSEDin a a a \ CURB AND ADA o ° ' a ° '.o ° ' D / � of z \ / \ SIGNAGE a . a . a ,n 0_ i \ ADA NOTE: a , a , a , RAMP PROVIDE CONCRETE r to / WHEEL STOPS IN rt FRONT OF ADA LOADING DOCK STRIPING. NOTE � _ � THAT WIDTH OF SPACES VARIES. SPACES HEAVY DUTY CONTRACTOR SHALL COORDINATE o / PAVEMENT DRAWINGSWITH ARCHITECTURAL F R CORRECT STR PE LOCATION SECTION (NON PRIOR TO PAINTING - - - -p HATCHED) NOTE: WHITE STRIPES ON a o na �a �.�a 5.0' ' LIGHT DUTY ASPHALT AND YELLOW - > PAVEMENT STRIPES ON CONCRETE SECTION DE STRIPES � SOUTH ILIMITS OF HEAVY DUTY P / SCM cn DISTURBANCE PAVEMENT a a a U, I36.0' SECTION (NON ` 10' WIDE P O rNn HATCHED) m 'a 'a 'a CONCRETE O CREEK TOP a ° ° ',o �',o ' DOLLY PAD D JURISDICTIONAL m I D r*m o / CV � n a a a _�4" WIDE PERENNIAL STREAM i i s` ° '_ ° '_o `' o '_' STRIPES U a - Q Z I I CONCRETE a PAVEMENT Z30 SECTION Q � O O Lo CN NOTE: CONCRETE a �' 1„L m { PROVIDE CONCRETE PAVEMENT v SCM ACCESS AND / I WHEEL STOPS IN SECTION ° ;- �' 1 MAINTENANCE / Z 1 FRONT OF ADA EASEMENT = O I a, I , SPACES DRIVE IN - - - - ENTERLINE OF CREEK DOOR �.o �.o �.o d / � � O � Q 70.0' Z O z J S PROPERTY LINE ADA a / F— a '2075 PG. 35 RAMP o o o 9. 201-4-PG. 9 O7 DEPRESSED a a_ (n { \ CURB AND ADA / Z g U W \ \ SIGNAGE a / Z O F ADA o M � W p A \ RAMP �. Z T \ \ \ Lo \ 36.0' / Q \ \ \ s\S 26.0' 30, LIMITS OF / V A DISTURBANCE HEAVY DUTY \ PAVEMENT \ \ SECTION (NON \ \ 10 HATCHED) \ \ \ \ 36.0' / z o Ln \ \ of 00 YEAR FLOOD LINE 0 0 0 \ VfzTLANDS\L/ � \ / U 000 60'ROAD EASEMENT 6 \ \ / / z MB. 16 PG. 58 / o�� / \ \ \L/ \L/ / \L- q W w o c� \ a `nOf \ V / w N rn Z w L w wLLJ U \ \ \ �00� Q PJ��� •_ L00 o � / / F Ld 0_ a- ~ O / Z CD rn } N a0 U NSEAL CARO 0 60 120 180 L � 1 I I��14/2023 DATE / 2/24/2023 ISSUED FOR / REVIEW SHEET NO. CONSTRUCTION DRAWINGS ISSUED FOR: C206 ■ PRELIMINARY ❑ MUNICIPAL REVIEW ❑ BID SET ❑ CONSTRUCTION DOCUMENTS