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HomeMy WebLinkAboutSDP201800009 Plan - Submittal (First) Initial Site Plan 2018-03-051, " f"4 , I y j ti (y�V �,./r,l �! BY -RIGHT INITIAL SITE PLAN RIG MAGISTERIAL DISTRICT ALBEMARLE COUNT`, VIRGINIA DEVELOPER: NEW BELVEDERE, INC. 610 RIO ROAD WEST CHARLOTTESVILLE, VA 22901 OWNER: TMP 06100-00-00-16000 DB 4966, PG 361 NEW BELVEDERE, INC. 610 RIO ROAD WEST CHARLOTTESVILLE, VA 22901 TMP -06200-00-00-00280 BELVEDERE LAND HOLDINGS LLC DB 4966, PG 372 610 RIO ROAD WEST CHARLOTTESVILLE, VA 22901 ENGINEER: COLLINS ENGINEERING 200 GARRETT STREET, SUITE K CHARLOTTESVILLE, VA 22902 CONTACT: SCOTT COLLINS, PE 434.293, 3719 TAX PARCEL #: 06100-00-00-16000 & 06200-00-00-00280 TOTAL ACREAGE: 06100-00-00-16000 (PORTION): 7.82 AC. 06200-00-00-002BO (PORTION): 0.61 AC. TOTAL 8.43 AC. ZONING: R-4 ZONING - CLUSTER DEVELOPMENT (25% OPEN SPACE) PROPOSED USE: RESIDENTIAL DEVELOPMENT 11 SINGLE FAMILY DETACHED LOTS AND 24 TOWNHOMES TOTAL: 35 LOTS DEVELOPMENT DENSITY: ALLOWABLE DENSM=4.0 DU J AC. BONUS DENSITY: PRESERVED EXISTING TREE AREAS ON-SITE > 10% (5% BONUS DENSITY) MAX. DENSITY= 4.0 x) = 4.2 DU .0 x 0.05 4 C ( /A PROPOSED DENSITY = D .4 A . = 4.1 D S 35 U 8 3 C 5 UA f TREE PRESERVATION: TOTAL WOODED AREA ON SITE = 7.13 AC, TOTAL TREE PRESERVATION = 0.78 AC. (10.9%) PARKING: PARKING REQUIRED: 2 SPACES PER LOT = 70 Q () PARKING SPACES GUEST SPACES =(9) SPACES TOTAL PARKING PROVIDED: 70 OFF-STREET SPACES + 45 ON- ON -STREET S SPACES = 115 PROPOSED PARKING SPACES ON -STREET SPACES: 4 N BELVEDERE BLVD ADJACENT- 0TOLT 212 () LOTS 3 35 (11) ON FOLWER ST ADJACENT TO LOTS 236-244 (30) ON BELVEDERE BLVD ADJACENT TO LOTS 255-263 TOTAL ON -STREET PARKING = (45) SPACES (2) PARKING SPACES PROVIDED PER LOT IN GARAGES AND DRIVEWAYS SHALL BE ACCESSED VIA ALLEYS OR THE STREET. ON -STREET PARKING IS AVAILABLE AS SHOWN ON THIS SHEET. ON -STREET PARKING SPACE WIDTH REDUCTION FROM 9' TO 8' PER ADMINISTRATIVE WAIVER - SECTION 4.12.2(c)(2) OF ALBEMARLE COUNTY CODE WITH THE SUBDIVISION. SOURCE OF BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES FEBRUARY, 2018 ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC SOURCE OF TOPOGRAPHY: VIRGINIA RESOURCE MAPPING AERIAL SURVEY, DATED JANUARY 2016 DATUM: ELEVATIONS BASED ON NAD '83. FLOODPLAIN INFORMATION: THIS PROPERTY IS LOCATED OUTSIDE OF THE FLOODPLAIN LIMITS AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP NUMBER 51003CO279D, EFFECTIVE DATE FEBRUARY 4, 2005. CRITICAL SLOPES: MANAGED AND PRESERVED SLOPES EXIST ON THE PROPERTY, AS SHOWN ON THE PLAN. STREAM BUFFERS: THERE ARE NO STREAM BUFFERS WITHIN THE LIMITS OF THE PROJECT AREA WATERSHED: SOUTH FORK RIVANNA RIVER WATERSHED. THIS PROPERTY IS NOT LOCATED IN A WATER SUPPLY PROTECTION AREA. EXISTING VEGETATION: TREES COVER A PORTION OF THIS PROJECT SITE. STREET TREES: STREET TREES TO BE PROVIDED ALONG PUBLIC ROADS AND SHALL CONFORM TO THE REQUIREMENTS OF COUNTY CODE SECTION 32.7,9. ALL STREETS SHALL HAVE STREET TREES AS REQUIRED BY ALBEMARLE COUNTY DEVELOPMENT ORDINANCES. ACCESS: THIS DEVELOPMENT WILL ACCESS EXISTING PUBIC ROADS LOCATED TO THE WEST VIA PUBLIC ROADS AND PRIVATE ALLEYWAYS, INCLUDING BELVEDERE DRIVE AND FARROW DRIVE, CURB AND GUTTER AND STORM SEWER SYSTEMS WILL CONVEY DRAINAGE WITHIN THIS DEVELOPMENT. ALL PROPOSED ROADS SHALL BE PUBLIC. PHASING: THIS PLAN WILL BE CONSTRUCTED IN (1) PHASE. RECREATION AREA: NONE. NOTE: ANY ADDITIONAL ATTACHED OR MULTI -FAMILY DEVELOPMENT WITHIN THE R-4 SECTIONS OF BELVEDERE WILL TRIGGER A RECREATIONAL REQUIREMENT. CEMETERIES: NO BURIAL SITES WERE FOUND DURING FIELD SURVEY OF THE SITE. RETAINING WALLS: (1) RETAINING WALL IS PROPOSED. THE MAXIMUM HEIGHT OF THIS WALL WILL BE 4'. OPEN SPACE: 2.72 ACRES - 32.5% OPEN SPACE NO OPEN SPACE TO BE RESERVED OR DEDICATED FOR PUBLIC USE AT THIS TIME. IMPERVIOUS AREAS ROADWAY 0,58 AC. NOTES: SIDEWALK 0.13 AC. 1. THERE ARE PRESERVED SLOPES AND) BUILDABLE AREA 2,32 AC. MANAGED SLOPES ON THIS PORTION OF THE TOTAL 3.03 AC. BELVEDERE PROPERTY. 2. TRASH SHALL BE ACCOMMODATED WITH SETBACKS: INDIVIDUAL TRASH CONTAINERS FOR EACH LOT. TOTAL 5' MIN AND 25' MAX 3. A LANDSCAPE PLAN SHALL BE SUBMITTED SIDE: NONE (10' MIN. BUILDING SEPARATION) WITHIN THE FINAL SITE PLAN AND SHALL MEET REAR: 20' MIN THE REQUIREMENTS OF SECTION 32.7.:9 OF THE GARAGE: 18' MIN FROM R(W OR EXTERIOR EDGE OF SIDEWALK AND NO MAX ZONING ORDINANCE. BUILDING SEPARATION: 10' MIN AND NO MAX 4. A RETAINING WALL IS PROPOSED WITH THIS PLAN, SEE SHEET 3. MAX. HEIGHT OF MAX. BUILDING HEIGHT=35' LEGEND RETAINING WALL IS 4'. EXISTING CULVERT .•..... EAR77-1 DITCH CUL VERT DRI VEWA Y CULVERT DROP INLET & STRUCTURE NO. BENCH MARK CURB T CURB &GUTTER CLEARING LIM1 TS PROPOSED PAVEMENT VDOT STANDARD STOP SIGN EC -3A DITCH — _._200 ---- EXISTING CONTOUR 6' DEP77-1 OF EC -3A DITCH —200 PROPOSED CONTOUR EC -2 DI TCH 240.55 PROPOSED SPOT ELEVA 77ON DEPTH OF EC -2 DITCH TIB DENOTES TOP OF BOX It ZONING LIMITS (iYP.) PROJECT LIMITS (TYP.) y EXISTING PROPERTY ROADWAY APPROVED II' I r'� V� WITH PHASE IIB l' r ,`�( � PROPOSED DRIVEWAY ;. ) CONNECTION 44j 7 s. EXISTING DRIVEWAY (� CG -12 APPROVED WITH (PR ^,, ��,mIi.sh,,.I:K __�i%� -;. PHASE IIB Ll r , i I. max. co �Y d ... 1a . E'Di 53 ,4 4 q 52 PROPOSED 9 i 11 I r __— TEMPORARY I. � -'� I ( s Zo REAR ETBACK{TYP. � 0 d -. CUL-DE-SAC ,- PI ' ROPE RTY ( f ROADWAY APPROVED sNGRESS r WITH PHASE IIB . POINT I LOT 229 I `: .LOT12 ' . LANDSCAPING WILL ONFORM TO THE LOT �24,�: i ' o Q ! 3 , x.g � ^, ..tet EQUIREMENTS UNDER SEC. 32.7.9. ALL STREETS SHALL HAVE TREES AS REQUIRED I. BY ALBEMARLE COUNTY DEVELOPMENT ,1 t I a ORDINANCES .1 Ir r1 ; t. ..r ' ,. PROPOSED 5, CONCRETE 25 ? MAX. FRONT PROPOSED 6 ' PLANTING STRIP (TVP.)�SETBACK (TYP.) K (TVP. PROPERTY'12 APP ROVED WITH ..:.:.: 1 >��•'m.� r-,•�. ;--..rtefirINGRES PHASE IIB R �.. j. sty . 5' _ -__. _. ... _-- FRONT SETBACK 5 P. � i 1j Y, r- P fT1' , a INT` , --- 5 ., _. �r ! a _. _ - _ b y { h a 6 , t r _ _. , .c Fib .. _ a N`J � , �. _ _.. .. ._ .. .... �.. t P , _ R BC} GS 2 1 HIM p �: „ t , r F `, OUT -61 .�ISTANCE rt�ROUNDB- , ��, �ax'^s2_ .... 7 I _'�C_�_.n_ , _t I.�_I-..•.. I -�-'`.z�4 z..,,. a ��--. „,r�•'�. �_„_4',—'➢ w_ _ -,--- � _..nr. w ,..I,I� ' . \.,��, � :i:•�,kk,�l`�. ( Ii„{1 ` ,a. .. - -. I r.. � ��,�r '.f a,.<.,,_:..J,l_j, �.e _ . .. Ir. : , • �__ .^t.:�r `..:. �.-� f •.r.,,_ .�_. {r _:.,., ..��- -,•t I s. s,E... • '.i 1 R... 1.. ff - � t 9�y NOt t A KING' SIGN. ; A 0 NDCUL DE SAC _ PARKIN NOT PERMIT TED 77 67' 5 tev FRONFBACKf�RONT.zz_- zz_.�-z7. 5ETBA ,K (TVP.} 5 - •a, TH O SCOTT R. COLLINSZ Lic. No. 035791 �L, OVAL -�t ,' rr ) ROADWAY APPROVED II' I r'� V� WITH PHASE IIB l' r ,`�( � PROPOSED DRIVEWAY ;. ) CONNECTION 44j 7 s. EXISTING DRIVEWAY (� CG -12 APPROVED WITH (PR ^,, ��,mIi.sh,,.I:K __�i%� -;. PHASE IIB Ll r , i I. max. co �Y d ... 1a . E'Di 53 ,4 4 q 52 PROPOSED 9 i 11 I r __— TEMPORARY I. � -'� I ( s Zo REAR ETBACK{TYP. � 0 d -. CUL-DE-SAC ,- PI ' ROPE RTY ( f ROADWAY APPROVED sNGRESS r WITH PHASE IIB . POINT I LOT 229 I `: .LOT12 ' . LANDSCAPING WILL ONFORM TO THE LOT �24,�: i ' o Q ! 3 , x.g � ^, ..tet EQUIREMENTS UNDER SEC. 32.7.9. ALL STREETS SHALL HAVE TREES AS REQUIRED I. BY ALBEMARLE COUNTY DEVELOPMENT ,1 t I a ORDINANCES .1 Ir r1 ; t. ..r ' ,. PROPOSED 5, CONCRETE 25 ? MAX. FRONT PROPOSED 6 ' PLANTING STRIP (TVP.)�SETBACK (TYP.) K (TVP. PROPERTY'12 APP ROVED WITH ..:.:.: 1 >��•'m.� r-,•�. ;--..rtefirINGRES PHASE IIB R �.. j. sty . 5' _ -__. _. ... _-- FRONT SETBACK 5 P. � i 1j Y, r- P fT1' , a INT` , --- 5 ., _. �r ! a _. _ - _ b y { h a 6 , t r _ _. , .c Fib .. _ a N`J � , �. _ _.. .. ._ .. .... �.. t P , _ R BC} GS 2 1 HIM p �: „ t , r F `, OUT -61 .�ISTANCE rt�ROUNDB- , ��, �ax'^s2_ .... 7 I _'�C_�_.n_ , _t I.�_I-..•.. I -�-'`.z�4 z..,,. a ��--. „,r�•'�. �_„_4',—'➢ w_ _ -,--- � _..nr. w ,..I,I� ' . \.,��, � :i:•�,kk,�l`�. ( Ii„{1 ` ,a. .. - -. I r.. � ��,�r '.f a,.<.,,_:..J,l_j, �.e _ . .. Ir. : , • �__ .^t.:�r `..:. �.-� f •.r.,,_ .�_. {r _:.,., ..��- -,•t I s. s,E... • '.i 1 R... 1.. ff - � t 9�y NOt t A KING' SIGN. ; A 0 NDCUL DE SAC _ PARKIN NOT PERMIT TED 77 67' 5 tev FRONFBACKf�RONT.zz_- zz_.�-z7. 5ETBA ,K (TVP.} 5 - •a, TH O SCOTT R. COLLINSZ Lic. No. 035791 �L, OVAL -�t ALBEMARLE COUNTY PAVEMENT ,FINAL PLAN GENERAL NOTES 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. GENERAL CONSTRUCTION NOTES IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE INCLUDING IPROPOSED METHOD OF CORRECTION. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC IWGHT-OF-WAY, 2 SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TE-MPLATE AND COMPAC77ON BEFORE BASE IS PLACED. CONNEC77ON TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADATION FOR TYPE I, A DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y OR flt PRIOR TO PLACING AGGREGATE BASE. REFLECT 77 -IE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED iN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT REQUIREMENTS OF THE PERMIT SHALL GOVERN. THE COMPLE71ON OF THE iNSTALLA77ON OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRiOR TO 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS 60 DAYS, 77 -IE PUGMILL REQUIREMENT WELL APPLY. AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. J. EROSION AND SILTATION C0N7720L MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE 6• BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC770N BEFORE SURFACE TREATMENT IS APPLIED. APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRiOR TO ANY CLEARING, 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRiOR TO PLACEMENT OF ASPHALT (PRIME COAT RC -250 0 O.3 GAL.ISQ. YD.) GRADING OR OTHER CONS77?UC770N. B, BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 9, ENCROACHMENT- POSTS, WALLS, SiGNS, OR SIMILAR ORNAMENTAL STRUCTURES 771AT DO NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RiGHT OF WAY, ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE STREETS RIGHT OF WAY. OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED, 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN 7HE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT iS DEEMED NECESSARY IN ORDER TO STABILIZE A GENERAL WATER & SEWER CONDITIONS DRAINAGE CHANNEL. 7. ALL 77?AFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS 77 -IE CONTRACTOR WILL BE TRAFFIC CON77?OL DEVICES RESPONSIBLE FOR N077FWNG THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 77 -IE WORK. W NCRE7E SHALL BE REINFORCED CONCRETE PIPE -CLASS 2. 77 -IE LOCA77ON OF EXIS77NG UT7LI77ES ACROSS THE LiNE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE 8 UNLESS OTHERWISE NOTED ALL CO PIPE NOTED, PLANS WHERE S ARE ONLY APPROXIMATELY CORRECT. E CON77?ACTOR SHALL ON HIS OWN INi VE 111 AND SHOWN, Y 77Y 77ATT LOCATE ALL 9. ALL EXCAVA 77ON FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY KITH OSHA STANDARDS UNDERGROUND LiNES AND STRUCTURES AS NECESSARY. J. ALL M IALS AND STRU 77ON SHALL COMPLY NTH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER FOR THE CONSTRUC77ON INDUSTRY 29 CFR PART 13:26. 7?UC CON C A WI RRE ( � C 0 O TED BY ALBEMARLE COUNTY SE AUTHORITY ONSIRUC7T N SPEGfFfCATI NS AS ADOPTED THE ABLE COU SERVICE A 4. DATUM FOR ALL ELEVAT7 ONS SHOWN iN NA77ONAL GEODE77C SURVEY. GENERAL CONSTRUCTION NOTES FOR STREETS S THE CONTRACTOR SHALL BE RESPONSIBLE FOR N 77FYING M1SS UTILITY" (1-800- 5 2-7001). 6. ALL WA AND SEWS PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER TER R P R THE ST 8E TESTED AND DOCUMENTED ACCORDING TO I2? DA D > ALL MATERIALS AND CONS77?UC770N MU OTSTAN R S r CENTERLi OF PIPE. S INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND WATER LINES ETC, AND SPE !FI A TIONS. NE THIS RVI U C C Z WATER N RAPPURTENANCESR T FR i iT H. 2, SURFACE DRAINAGE AND PIPE DISCHARGE MUST 8E RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR ALL ATE AND SEWS ARE TO LOCATED OUTSIDE O ROADSIDE DITCHES. 8. VALVES O DEADEND S SHALL 8 RODDED TO PROVIDE ADEQUATE RESTRAIN FOR THE VALVE DURING FUTURE WITHIN EASEMENTS PRIOR TO ACCEPTANCE ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO N LINE E R RO EQUA T A F RE EXTENSION A BOUNDARYOR A LINE NATURAL WATERCOURSE OF THE LINE. J. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCA 77ON AND APPROPRIATE EN D 7REATMEN7S8. ALL COMMERiCIAL BUILDINGS WILL BE REQUIRED TO HAVE A BACKFLOW PREVENTER r0. CONTRACTOR SHALL FOLLOW ALL 77 -IE CURRENT GUIDELINES & SPEC iCA77ONS OF THE ALBEMARLE COUNTY SERVICE FIELD T THE TIME OF CONSTRUC77ON. ADDITIONAL GUARDRAIL MAY 8E REQUIRED AT fF AUTHORITY WILL 8E F/ VERIFIED A Q WHEN, N OPINION F T (FOR PUBLIC R R 7N ENGINEER 77ONS NOT SH WN E 1 THE 0 D O VDO O UBL C ORDS O E COUNTY E G! EER LOCA 0 S O a R DESIGNEE I T IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, T SHALL FOR PRI VA TE ROADS O Q f L { 1 FROM THE OF PAVEMENT TO THE FACE OF GUARDRAIL,a BE INSTALLED FOUR 4 FEET OFFSET F EDGE NAND ROADWAY SHOULDER (WDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 4. WHERE URBAN CROSS SEC77ONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SMALL CONFORM TO VDOT CG -9(A, B OR C). 5. WHERE RURALCROSSSECT7ONS ARE iNSTALLEDa ALL RESIDEN77AL DRIVEWAY EN772 N CES S14ALL CONFORM TO VDOT STANDARD PE -1. ALBEMARLE COUNTY ENGINEERING FINAL PLAN GENERAL NOTES !PAGE 2 OF 4 6. COMPLIANCE WI77-1 THE MINIMUM PAVEMENT WIDTH, SHOULDER KIDTH AND DITCH SECT70NS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. Z ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA770N, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 8. ALL SiGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM 77?AFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. TOP 9. TRAFFIC CONTROL OR 07HER REGULATORY SiGNS OR BARRICADES SHALL BE INSTALLED BY 77 -IE DEVELOPER OF 4 "_� 2" R WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER CURB TO PROVIDE SAFE AND CONVENIENT ACCESS 10. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SiGNS ARE 5 MPH BELOW 77 -IE DESIGN SPEED, OR AS „ DETERMINED BY V170T FOR PUBLIC ROADS 6 11. VDOT STANDARD CD -1 OR C0-2 CROSS -DRAINS ARE TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSIT70NS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.a z, �� 12. A VIDEO CAMERA INSPEC77ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS TH13" AT ARE DEEMED ' „ a <. 7" INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE WDEO INSPEC77ON SHALL BE CONDUCTED IN .s : ACCORDANCE WITH VTJOT>S VIDEO CAMERA INSPEC77ON PROCEDURE. 77- f3c ROAD NOTES 4"'ry� GRADING «�x 1. THE LATEST EDI 77ON OF THE ROAD & BRIDGE SPECIFICATIONS, 77 -IE ROAD & BRIDGE STANDARDS OF THE 1' 6 2' VIRGINIA DEPARTMENT OF TRANSPORTAT70N SPECiFICA77ONS SHALL GOVERN THE MATERIAL AND CONSTRUCTION DOT #57,#68, OR #78 METHODS OF THIS PROJECT. STANDARD CG -6 STONE BASE UNDER CURB 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, iT SHALL BE REMOVED FROM THE EN77RE & CHECKED ElY VDOT ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA77SFAC77ON CURB & GUTTER PRIOR TO PAVING AND/OR OF THE ENGINEER. NO SCALE J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. 07HER BACKFILLING. TREES AND VEGETATION WHICH OBSTRUCT SiGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR' TO THE CONS77?'UC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN772ANCES, SHOWN HEREON ARE TO BE RCP MTH A MiNIMUM COVER OF ONE (1) FOOT. 2 STANDARD UNDERDRAINS (CD -1 OR CD -2 OR UD -4'S) TO BE PROVIDED AS INDICATED 0fW THE PLANS, OR WHERE FIELD COND177ONS INDICATE 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MiNIMUM OF TWENTY (20) FEET iN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WiTH THE VIRGINIA DEPARTMENT OF 77?ANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFACT70N OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POiNT DEEMED AS NATURAL WATER COURSE. 0 NOTESa .� SHAPE TO EE BEVELED H WITH 9 TAR__^ A 00 NOT BEVEL LTi L Fes- C NOTES: t "H" MAY BE REDUCED UNTIL Ox" REACHES A MINIIIlIUMI Of 4" WHERE ENDWALL � LiE`lEL EC?GE IS IiEC4�ED CIN THE HEAiDWALL a4T TME ILEI END � THE WOLLD NOTAUDE MOVE SHCYlJLOM LIQ, IN NO CASE SHALL. TOP OF ENDWALL C`VVn0t7 IIWERE THE FLOW ENTERS 1fHE CULYERi). PRO14ECT ABOVE FLL SLOPE, CATCH SLOPE, OR SHOT DERr 7, HEJIUY/Af,1- AT THE. CJ41TLEi T;NQ OF THE O3LVF,R1 ML,47f BE 6iTHER SQUARE 2, .ITIS ITEM MAY BE PRECAST iGR amr IN PLACE. EIyGI: OR Ecvm E11w_ 3, ALL CAST iN PLACE C,QNMTE TO BE CLASS AC, FOR PRECAST 'SEE SHEET 8, ON 94ALt.OW FILLS WHERE ENDWALLS ARE 1' OR LESS EWLOW SHOULDER 1Cit[Y2 gAELI#TIF TOP OF •� Etvf?IAI_L SHALL, BE 0001WED 7°ER PAMALLEL TO THE 4. THS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS SSTAE 4F THE ROAD. 44"TO 4a L C2WFA MAY BE PFtCIVOM ON CALL EngS AT MAN1FACTUIRtA5 OPTION, 5. HEADWALL ICY BE BEVELED N ALL AREAS EXCEPT *H"E Ar CONIFLIC'T WEN INVERT Iii£ *1MALL3 OCCUR. EW -1 EW-tA CG -12 NOTE; ODMPCNENTS OF CURB RAMPS CONSIST OF THE FCLLOWiNG� PIPE SCALE: HYDRAULIC C€DENT SIMWALK 6DEPTH IN INCHES, AREA IN SQUARE YARDS! NOTES: CURD .WHEN REQUIRED (CC -2 'OIR GG -3 IN LINEAR FEET) GENERAL 15 SiNGLE FAMILY DETACHED DETECTAOLE WARNING SURFACE [ARRA iN SQUARE XAR}S) 1, THE DETFC7AR# E WARNING SHALL RE PROVIDED 13Y TRUNCATED DOMES, EACH QF THE AOQVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD �4 L`' M"x24" BE SUMMARIZED FOR EACH C IRlB CDT RAMP. 2. OE7EC7ALILE WARNING SHALL BE FROM THE MATERIALS. APPROVED LIST FOR "4140 A 0E'IECTABLE WARNING SIIFACIES, PRODUCTS NOT LISTED SHALL iAEET SiDLWAIK R„AWP 1211 MAX • THE REQUIREMENTS OF THE SPIECIA- PROVISION FOR CC -12 DETECTABLE 4fl:1 MAX V-011 WARNING SURrACE AND SHALL UE SUDMIYTEi TO THE. STANDARDS AND T-0" EI _ SPECIAL DESIGN SECTION FOR APPROVAL, 1^3" 3, SLOPING SIDES GIF CURBRAMP MAY BE POURED MONDLITHHCALLY WITH RAMP 4' t"-St1" FLOOR OR BY USING PERMESSIBLE CONSTRUCTION JOINT SMITH REQUIRED BARS. $ 4: IF RAMP FLOOR IIS PRECAST, HOLES DIST BE PRIOViDED FOR DOWEL BAR; F. 'Oi1 MAA 2` -r THAT AOjIOWiNO FLARED SIDES CAN BE CAST Ea PLACE AFTER PLACEMENT OF 21-5" 2°-7' PRECAST RAW FLOOR, PRECAST CONCRETE SHALL BE CLASS A-+, TYPE .A 5. REQUIRED BARS ARE 70 BE NO. 5 M 81' PLACED 1' CENTER TO CENTER A-ONG FLOOR_ PERPENDICULAR j BOTH SIDES- OF THE RAMP FLOOR, MD -DEPTH OF RAMP MA!NTMUA CONCRETE COVER 4`l2". 2'-3" 6_ CURS P CIRR AND BATTER :SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CDRB r CURB AND CUTTER. F f 5, VN 7. CUE.® RAMPS ARE TO BE LOCATED M SHOWN CN THE PLANS OR AS DIRECTED 95 0'-0" SY THE ENGINEER- THEY ARE TO BE PROVIDED Ar I+ITERSEcrioNS WHEREVER 121 !LAX, W-9" AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HOHW'AY FACILITY e - H' CROSSES A CURD REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, S-3" S_7"1 CR NONEXISTENT. THEY MUST BE LOCATED WITHIN PECK57RIWU {:RO55WALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER. AND SHOULD NOT TYPE B 4'-2" 9E LOCATED BEHIND YEFr-LE STOP LINES, EXISTING LiGHT POLES, FIRE PARALLEL L HYDRANTS, DROP INLETS, ETC. ACCES I.0 ROUTES PROVIDE A CONTINUOUS UW*STRUOTED STABLE, FiRM AND SLP RESISTANT PATH CONNE'CTINO ALO. ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENrERED ` y. V-0" AND USED BY PEDESTRIANS, M B. RAMPS MAY BE PLACED} ON RMIAL CR TANGENTIAL SECTiONS PROVIDED THAT 12•"11" j THE CURET OPENING IS PLACED' WITHIN THE LIMITS OF THE CROSSWALK AND THAT TIC SLOPE AT THE CONNECTION, OF THE CURB OPENING IS 21-4" 21-101 PERPENDICULAR TO THE CURB. x 31-94 - l 9, TYPICAL CONCRETE SIDEWALK iS 4" THICK. WHEN THE ENTRANCE HNDLCANNOI ACCOMMODATE THE TURNIaiG REQUIREMENTS OF ANTICIPATED HEAVY TRUCK A< N I TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY AT , 2" HIGHER THAN Ei TRUCK TRAFFIC)FOR CONCRETE DEPTH'- EDrE OF PAVEMENT 1C}, 12 T WITH A HAA PATI WH£I'1 CURB' AMPS ARE I,1$Ep IN �GN.tAaNC ION Yd SHARED USE , T 31: D A �f SAVE /L. TC?Tn OF CURB O 0'" ASCE MAINIVUM WIDTH SHALL BE THE wibTll OF THE SHARED USE PATH, 11. WHEN ONLY ONE CURB RAMP 19 PROVIDED FOR TWO CROSSINGS 10IACONA.S, TYPE C CUBIC YARDS OF CONCRETE A W A' LAHOING AREA, SHALL BE PROVIDED TO MANEUVER A, Y EELCHAR PARALLEL & PERPENDICULAR INTO THE, CROSSWALK WT OOT G41N,- 114TO THE TRANEA„WA.Y. THIS 4' x k" 0.5012 OX$5 LANCING AREA MAY INCLUM THL GUTTER IRAN: I 1.5011 12, ALL CASES WHERE CURB R*MPS INTERSECT A RADIAL SECTION OF THASNCATEIT DOME 41 � 5°° 2,4"' C -C 2,811!1 CURD AT ENTRANCES ORSTITEET OdNNECTiON.S THE DETEICTAHF.E -� WARNING SURFACE '-HALL HAVE A FACTORY RADIALIS OR BE FIELD -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH � O 0 Q 0 01 P D O Ci O d THE SACK OF CLIdI3. ! CANDPIG RAMP S7 0 0 J D cit Cr Q a C3 c a- ^i" u G3 4 O GT c# O7 {� Ua Q °a O O Q 4 C fl � : IQ 0 0 0 0 0 0 Ulu 4 Q Q a Q 0 C± CI Q O a Ca 0 01 p 01 0 0 c 4 0 fw it C} Q {S o 4'S {,'Y Cil 6 G} 0 Ci C Ci C DETECTABLE AT SEE CU ",5.4" CURB RACK pFRB NOTE 12. BASE DIAMETER VARIABLE FULL WIDTTH OF RAMI' FLOG I r PAY L',iMITS DETECTABLE WARNING TRUNCATED DOME= DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDDT OO -12 DETECTABLE WARNINGSURFACE REFERENCE ROAD AND BRIDGE STAliDAFtT)S SHEET 1pF 5 REL+ISION DATE (GENERAL NOTES) 1015 2[.3,'3.5 07115 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 0 NOTESa .� SHAPE TO EE BEVELED H WITH 9 TAR__^ A 00 NOT BEVEL LTi L Fes- C NOTES: t "H" MAY BE REDUCED UNTIL Ox" REACHES A MINIIIlIUMI Of 4" WHERE ENDWALL � LiE`lEL EC?GE IS IiEC4�ED CIN THE HEAiDWALL a4T TME ILEI END � THE WOLLD NOTAUDE MOVE SHCYlJLOM LIQ, IN NO CASE SHALL. TOP OF ENDWALL C`VVn0t7 IIWERE THE FLOW ENTERS 1fHE CULYERi). PRO14ECT ABOVE FLL SLOPE, CATCH SLOPE, OR SHOT DERr 7, HEJIUY/Af,1- AT THE. CJ41TLEi T;NQ OF THE O3LVF,R1 ML,47f BE 6iTHER SQUARE 2, .ITIS ITEM MAY BE PRECAST iGR amr IN PLACE. EIyGI: OR Ecvm E11w_ 3, ALL CAST iN PLACE C,QNMTE TO BE CLASS AC, FOR PRECAST 'SEE SHEET 8, ON 94ALt.OW FILLS WHERE ENDWALLS ARE 1' OR LESS EWLOW SHOULDER 1Cit[Y2 gAELI#TIF TOP OF •� Etvf?IAI_L SHALL, BE 0001WED 7°ER PAMALLEL TO THE 4. THS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS SSTAE 4F THE ROAD. 44"TO 4a L C2WFA MAY BE PFtCIVOM ON CALL EngS AT MAN1FACTUIRtA5 OPTION, 5. HEADWALL ICY BE BEVELED N ALL AREAS EXCEPT *H"E Ar CONIFLIC'T WEN INVERT Iii£ *1MALL3 OCCUR. EW -1 EW-tA STMDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"AV-53"x34" ELLIPTICAL VIRGINIA DEPARTMENT OF TRANSPORTATION ENDWALL O ENDWALL FOR ELLIPTICAL. PIPE SCALE: 0, , TRIP GENERA 77ON FIGURES BASED ON ITE MIP GENERA 77ON MANUAL, 8TH EDI TION SSV SIZE 4F ELLFIr . PIPE C>1A:YM (SPAN x R15E4 15 SiNGLE FAMILY DETACHED UNITS - 17E LAND USE CODE 210 rn 2 "x14- 34"xlir �4 L`' M"x24" 42"x27" ,,3"x2W' 4W'x3V "4140 A Nil-B"O°-gt° (10 ENTER/ 5 EXIT) • �lir�liiiii V-114" V-011 11•+0" T-0" EI _ P„2". 1^3" truer# jr Stl i6T$" t"-St1" T-111 T9111 2` -r 2,-4k1 21-5" 2°-7' 2'-W, 2+_B" 0 1,-2" V-7" 1-101, 2'-011 2'-3" 2''S" 2-a" 2'*1U" F Q -E6" 4-$" 0'-0" a. -Q" D1-51- W-9" 0'-@" O° -GI" H' 2°'_)0" S-3" S_7"1 STMDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"AV-53"x34" ELLIPTICAL VIRGINIA DEPARTMENT OF TRANSPORTATION GENERATIONPHASE ENDWALL FOR ELLIPTICAL. PIPE SCALE: 0, , TRIP GENERA 77ON FIGURES BASED ON ITE MIP GENERA 77ON MANUAL, 8TH EDI TION SSV SIZE 4F ELLFIr . PIPE C>1A:YM (SPAN x R15E4 15 SiNGLE FAMILY DETACHED UNITS - 17E LAND USE CODE 210 rn 2 "x14- 34"xlir �4 L`' M"x24" 42"x27" ,,3"x2W' 4W'x3V "4140 A Nil-B"O°-gt° (10 ENTER/ 5 EXIT) -1Of1 17-11" V-114" V-011 11•+0" T-0" EI _ P„2". 1^3" truer# jr Stl i6T$" t"-St1" T-111 T9111 2` -r 2,-4k1 21-5" 2°-7' 2'-W, 2+_B" 0 1,-2" V-7" 1-101, 2'-011 2'-3" 2''S" 2-a" 2'*1U" F Q -E6" 4-$" 0'-0" a. -Q" D1-51- W-9" 0'-@" O° -GI" H' 2°'_)0" S-3" S_7"1 *-a" 4'-2" W-511 41_7" L SS„ $" 7,x,2" V-0" 9.,,211 101.21. 1!}'-11" 121.? 12•"11" S T-tr, 21-4" 21-101 3'-21' aHS. 31-94 - l 1'-64 c V' -1 I W4, t Itm!T Ei Ei•-$" Ei',,,21 ., W-2%" Q",31t 01-31A" 0'" CUBIC YARDS OF CONCRETE COtCCIPIPE 0.5012 OX$5 1239 I 1.5011 I 1;871 2,101 7,55 2,811!1 STMDARD ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23"AV-53"x34" ELLIPTICAL VIRGINIA DEPARTMENT OF TRANSPORTATION , ., ,, k t � :,; .r � ✓ �, ,..... - .P - 1 ' `ia'r " ,.ur -Lar .: r-' � I rr i : ,}' S a ,. :. ::.. ,.,, -. ,, . ; ::. ., •_: - „ „. , ,.: a ' ,; : �§ • t, � ' i, gar LOi 1 , - • r, _. ::,. ✓' � coat. , :.. /z• , , • .._.__... ........... ..... .£ . ,'' ry�, .. .: _ ,'>. .. .. 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'� ,... ,.. ..:' �.''�°„ "'i'',/ ,F ✓ '' ° f /,i pf � ,z'sr•�** °Y v x s � '. ��� >i.-. r i ! 1,4 f . y ,w !V 115 A100.1411 ar 'r TRIP GENERATIONPHASE IV -A ONLY ADT SCALE: 0, , TRIP GENERA 77ON FIGURES BASED ON ITE MIP GENERA 77ON MANUAL, 8TH EDI TION SSV Iia• 15 SiNGLE FAMILY DETACHED UNITS - 17E LAND USE CODE 210 rn ADT- 144 VPD (72 ENTERI 72 EXIT) „ I� (3 ENTERI 9 EXIT) Ali + - (10 ENTER/ 5 EXIT) 3I -, :' ._... ..., _...._..�. _....._. 7 .. .._ �.. ... Ido z 15,42 Y f 2,2� t } 14 2.2� 21A1-0.6-115,98- .� T 13 S , ., ,, k t � :,; .r � ✓ �, ,..... - .P - 1 ' `ia'r " ,.ur -Lar .: r-' � I rr i : ,}' S a ,. :. ::.. ,.,, -. ,, . ; ::. ., •_: - „ „. , ,.: a ' ,; : �§ • t, � ' i, gar LOi 1 , - • r, _. ::,. ✓' � coat. , :.. /z• , , • .._.__... ........... ..... .£ . ,'' ry�, .. .: _ ,'>. .. .. LOTS � .� ,:. y , s , , v I. r 3. �P ,..ct , , _. f'�IILLIP ALI_E`V11Y E ( L :....: . ."' '. M, .. ... ., :" .. ': .- • u L• i• . i 1.: J „ ... .. a ; r ? ., ,. .,. I:.< , r : ..: .:. : ., .: ..... 2 �.^� ('$ 1 � �F l I t - S t I I r - rvy.. i i. i Alv. I :# F l• k L c , t. i U.D ply`. ,I i 1 y v. a �p S k y (G F 4 1., , -s 4 6 S 5 F / S , �;!� iso,, f �'hL?' �?, �fi .:#' • 7r � � ,.fak , �t'�-�a}l`'- � - .:t t. k'� h ✓� Y a^ F 1, 1 ( A , Xr 1 _Z. . r ... 4 ) n ` , - t z. r.. E7 . 4 m t 7 3,: 4 I Y gar r v tor'" af: Cybr..L-, 1 �..+ 09 aS 'P✓. 1 t f 1 i Cm 4,I i asr> YT ��..__- r' 1;I.,Yt�`;.8 �, i° �" •"✓/.'+'" '� i .••.<.:.' ':.Lor + '.T"w. :( ti t: r t. ra „� F f y wr v Y , / I c f rr</ ti f , L b 4 I/� .�. f� yg t na. �. �r �l ,. ,'rl •., �::.;�' U...ws<,,.�,=<�'x.L'za.-_,._.0 ,• r.-. .......: �,.,,.. ate.:. �� AC3T,?il l.i 1.. . �:. '� ,... ,.. ..:' �.''�°„ "'i'',/ ,F ✓ '' ° f /,i pf � ,z'sr•�** °Y v x s � '. ��� >i.-. r i ! 1,4 f . y ,w !V 115 A100.1411 ar 'r TRIP GENERATIONPHASE IV -A ONLY ADT SCALE: 1" l - 150' TRIP GENERA 77ON FIGURES BASED ON ITE MIP GENERA 77ON MANUAL, 8TH EDI TION SSV Iia• 15 SiNGLE FAMILY DETACHED UNITS - 17E LAND USE CODE 210 oda ADT- 144 VPD (72 ENTERI 72 EXIT) AW AM PEAK: 12 VPH (3 ENTERI 9 EXIT) PM PEAK. 15 VPH (10 ENTER/ 5 EXIT) Pavement Design IO Location ADT tsign CBR SSV Iia• surface h a :Base % a Sub -base h a oda AW i Belvedere Boulevard 1.191 2 1211 4 15,42 SNI -9 l.� 2,2� BM -25 14 2.2� 21A1-0.6-115,98- .� T 13 NOTE: BASE PAVEMENT MAY BE REDUCED IF ACTUAL CBRs FOR THE ROAD ARE HIGHER THAN 4. THE CONTRACTOR AND GEO-TECHNICAL ENGINEER SHALL PROVIDE THE CBRs TO THE ENGINEER DURING THE GRADING AND CONSTRUCTION OF THE ROADWAY TO DETERMINE THE FINAL DEPTH OF THE PAVEMENT AND ASPHALT. 5' 4" CONC (3000 PSi AT-\ 28 DAY OR STRONGER 2 Y . 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE SM -9.5A SURFACE COURSE Bb INTERMEDIATE COI COMPACTED AG( BASE COURSE, VD COMPACTED SUBGRADE ASPHALT PAVING - ROADS NO SCALE POINT GF I POINT QF CONCRETE ;< cG-s � cc -s i,° CONCRETE CURB & GUTTER FINISHED GRADE FINISHED GRADE CURB & GUTTER R SIDEWALK R � v SIDEWALK %� EXiST. GROUND t I I& Ll Iz4"r 1, I I° }' EXIST. GRf M 3• T sTrtlP s7R1P EXIST, GROUND � 41 SET EXIST GROUNDWMEIMRAIN ONSTREET- 5' BiKE t01' 10° 5 R# E -8' ONSTREET 6' 5' PARKING LANE TRAVEL LANE TRAVEL LANE LANE PARKING 2.5=1 48 FIC -FIC 73' R/W TYPICAL �S?�'r4L�'T AS�'GYTI4IV I - - �4/#,) NOTE: Br'LVffPff" BLVD (.ST.4' f 100-t8f50) - z r1BZJC ROAD NOTE,- PAJ? INC ON EAST SIDE BrSfi N S"PrffV ZJAf.fT 30mpri IAVTE)?iVITTEAT PARfUNC WITH BUAfP-OUTSALLOXE.D ©N NEST SIDE (A�Si'TaIJ SPd�'�'1 �111T1' ,85mp*) NO BU.dfP-[?UIS NOT Tal? SG'14LL' ® SCOTT R, COLLINSZ iU Lic. No. 035791,E 0 i .y i