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Home My WebLink AboutSDP201600012 Plan - Approved Major Amendment, Final Site Plan 2016-12-22NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 0 11111111111111111) 111,11,11111111111111ll �,,,,,,Iliillllllll 1111111111 1111111111111111 11111111111 - - ; I lliiiiillllllllll 30 1NTR5 WA 3 i I - , F I � TAX MAI' Or/'600-00-00-049A�,,,,,'. No r k1j, ED 1111111 = Iw """""`l"""" q Im I 16 1 - 9 Vj &I : , I , I 1. 91--- -I F Fm MLA I I , �0 gffd , , I A •� il' According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 OWNS / DEVELOPER (Community Panel 51003CO295D), this property does not lie within the Zone AE 100 -year flood plain. Owner/Developer: Heartrock Farm, LLC. All (I T I I Y MAP Qrel 19. 46.-_7 nnn* 2521 Summit Ridge Trail PARKING SCHEDULE LEGEND EXIST NEW DESCRIPTION , e TC X 125 TC TOP OF CURB ELEVATION I43ti X 125- SPOT ELEVATION �, vi X 12'TW TOP OF WALL ELEVATION 1 e sw X 125 B W BOTTOM OF WALL ELEVATION Offices: 1 Space per 200 SF of Net Office Floor Area (80% of Gross) BENCHMARK sW, ._�, - DB 688 PG 636 (Plat) STORM SEWER _.,,N. 9D .,..,.w., RD - ROOF DRAIN 1___S. - SEWER LINE --- �Vw _.._ - s„w - WATER LINE __ �.„M..--. �s� - GAS - GAS LINE UJE - -- - OHE - OVERHEAD ELECTRIC WIRE _____ WE --- - UCE - UNDERGROUND ELECTRIC , ___. ONT -,.. --- oHT - OVERHEAD TELEPHONE LINE - uGr __ -- UCT - UNDERGROUND TELEPHONE LINE [_11 -� DRAIN INLET (DI) �� 0 STORM/SANITARY MANHOLE E C PLUG �w OW WATER VALVE & BOX " .- FIRE HYDRANT 01 � WATER METER f 9-0 LIGHT POLE .a... --0-- UTILITY POLE � Ci PROPERTY UNE a minimum of 15' from the front of the building. - - - - ADJACENT PROPERTY LINE '11111. F VACATED PROPERTY UNE t f. BUILDING SETBACK �9i , -_X PARKING SETBACK _M- - i SANITARY EASEMENT ..._.""'...-. .'...` --...- GRADING EASEMENT - µ_ . _m._.._ a Uri . ' .'T4 DRAINAGE EASEMENT ___w .. __ __, .. -- UTILITY EASEMENT _..---- -I-_. ._. WATER EASEMENT _-_. ��;211 ACCESS EASEMENT r PT� commercial/office use. This building will remain connected STORM DRAINAGE EASEMENT -- _-ter_ I 'I'll ., TREE LINE -_ ., .-_. X FENCE N C STREAM - 312- _12- INTERVAL CONTOUR - .:Tors-- --- oo - INDEX CONTOUR C, ... :f� Co -2 STANDARD 6" CURB rya. ... a f, - CC -6 COMBINATION 6" CURB & GUTTER ___:._.__. E SIDEWALK Lftr��' �� ,1I.1.111,11,11-- proposed well. only one connection Offen space 38,202 SF 60.05% RIPRAP;11_ '11. >: >;>''` ASPHALT 2. The furthest building from Hunters Way (address 2302) be This building be disconnected from GRASS EC -2 MATTING EM EC -3 MATTING `M�..° ' WETLAND 10 1a PARKING COUNT ® CROSSWALK �:,MI'5� �� HANDICAP ACCESSIBLE AISLE A'E /F� CG -12 ' (< HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. 0 11111111111111111) 111,11,11111111111111ll �,,,,,,Iliillllllll 1111111111 1111111111111111 11111111111 - - ; I lliiiiillllllllll 30 1NTR5 WA 3 i I - , F I � TAX MAI' Or/'600-00-00-049A�,,,,,'. No r k1j, ED 1111111 = Iw """""`l"""" q Im I 16 1 - 9 Vj &I : , I , I 1. 91--- -I F Fm MLA I I , �0 gffd , , I A •� il' According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 OWNS / DEVELOPER (Community Panel 51003CO295D), this property does not lie within the Zone AE 100 -year flood plain. Owner/Developer: Heartrock Farm, LLC. All (I T I I Y MAP Qrel 19. 46.-_7 nnn* 2521 Summit Ridge Trail PARKING SCHEDULE ! r • CURRI ,, 'IT `O E�JELOPI�%%,ENT PLANNER CURRENT DEVELOPMENT ENGINES �° Tl Charlottesville, VA 22911 � - ,MW = i - ® ® a - - -al ii � �f7_'f ® m 7 - - e FIG - Highway Commercial Automobile Service Station: 1 Space Per Employee EC -Entrance Corridor + 2 Spaces Per Service Stall 1x8 Employees + 2 x 6 Bays = 20 Spaces Required 1"1if k Offices: 1 Space per 200 SF of Net Office Floor Area (80% of Gross) tg1i tt E 2,176 SF (Exist Buildings) x .80 = 1,703 SF / 200 - 9 Spaces Required - DB 688 PG 636 (Plat) Total Number of Spaces Required: 29 Spaces RA BEN HMARK t1�ii Bench mark is an existing storm sewer manhole along WATER & SANITARY SERVICES Hunters Way at the site entrance. < Elev. = 389.01 See sheet C2. C Water will be provided by a new private well. See sheet C3 for location. OURCE OF Sanitary Sewer will be provided by a new private septic system on site. The existing � building (address 2300) will remain connected to the existing septic system with a BOUNDARY P® new connection to the proposed well. The other existing building (address 2302) will Boundary survey information provided by: remain vacant with both septic and water connections removed. Roger W. Ray & Associates, LLC. ELECTRIC I TELEPHONE / CABLE TV Topographic survey provided by: Roger W. Ray &Associates, LLC. If feasible, all new service lines for electricity, telephone and cable TV are to be installed 1717 Allied St. underground. Care is to be taken to assure their location does not conflict with any other Charlottesville, VA 22903 11 (434) 293-3195 MECHANICAL EQUIPMENT NOTE i ; �^ �iidt��ca4�i:3�r Y 19 l Corridor shall be eliminated. SETBA KS FIRE CODE REQUIREMENT !jeetya�, 4iU,t C 1 -Rear & Side Building: Buildings separated per building code. Knox Box Required, Contact Albemarle County Fire Marshal Office For Location. " N r C3 _ 51TE FLAN One story Building of 3,300 SF. H ,,� �::: . " 11 � __,., .. � � , , -0. , '_'_�: . " ,. ,�;:,�!�:F � Ci I I .1. I I I a minimum of 15' from the front of the building. Pavement 1 7,986 SF '11111. F �'N �:� ` 11:.,fix, t f. :: N �9i , L/I/~ -Ll '_.A I �] L A len r, r LIGHTINGCG ��, Additional Off Street Parking y r te+',. a Uri . ' .'T4 Existing Commercial Buildings To Remain. PROPOSED Area % C(^` `% _ r �_ �� 1. The building next to Hunters Way (address 2300) will be a ��;211 / r PT� commercial/office use. This building will remain connected 1 r11�rftcl I �� I 'I'll ., 1 G H I s %� pP�rnel fs'�n� r z T D 1 5TA N C i� ��1. 1 LE to the existing septic system a^rich a new connection to the This building has i:i. �„ 1.., IT E ' �� ,1I.1.111,11,11-- proposed well. only one connection Offen space 38,202 SF 60.05% .4,. '11. I'll -11.11 2. The furthest building from Hunters Way (address 2302) be This building be disconnected from �+► TRIP GENERATION r ! r • CURRI ,, 'IT `O E�JELOPI�%%,ENT PLANNER CURRENT DEVELOPMENT ENGINES �° Tl Charlottesville, VA 22911 IMAGE PROVIDED BY GOOGLE MAPS ZONING Proposed Use: Required FIG - Highway Commercial Automobile Service Station: 1 Space Per Employee EC -Entrance Corridor + 2 Spaces Per Service Stall 1x8 Employees + 2 x 6 Bays = 20 Spaces Required EG REFERENCE Offices: 1 Space per 200 SF of Net Office Floor Area (80% of Gross) TMP 07800-00-00-049AO - DB 4611 PG 429 (1.46 Acs) 2,176 SF (Exist Buildings) x .80 = 1,703 SF / 200 - 9 Spaces Required - DB 688 PG 636 (Plat) Total Number of Spaces Required: 29 Spaces RA BEN HMARK Total Number of Spaces Provided: 35 Spaces (includes 2 regular and 1 van handicap accessible Bench mark is an existing storm sewer manhole along WATER & SANITARY SERVICES Hunters Way at the site entrance. < Elev. = 389.01 See sheet C2. C Water will be provided by a new private well. See sheet C3 for location. OURCE OF Sanitary Sewer will be provided by a new private septic system on site. The existing � building (address 2300) will remain connected to the existing septic system with a BOUNDARY P® new connection to the proposed well. The other existing building (address 2302) will Boundary survey information provided by: remain vacant with both septic and water connections removed. Roger W. Ray & Associates, LLC. ELECTRIC I TELEPHONE / CABLE TV Topographic survey provided by: Roger W. Ray &Associates, LLC. If feasible, all new service lines for electricity, telephone and cable TV are to be installed 1717 Allied St. underground. Care is to be taken to assure their location does not conflict with any other Charlottesville, VA 22903 aspects of the proposed site plan amendment. (434) 293-3195 MECHANICAL EQUIPMENT NOTE A title report was not provided. All easements and Visibility of all mechanical equipment from the Entrance encumbrances may not be shown on this plan. Corridor shall be eliminated. SETBA KS FIRE CODE REQUIREMENT -Front Building: 30' (DB 688 PG 636) -Rear & Side Building: Buildings separated per building code. Knox Box Required, Contact Albemarle County Fire Marshal Office For Location. ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL 11 I------- .� ARCHIT� VIE RD "i/ I - �1� ) __ - 4 Hr kq,., a l:r,A'.. -S ,0 S AAmj4., ,Pri t4 n�' e_Ct ��" a /) - �)-�- - i,-�)__ , 1Zli'Sbc, W. well and septic prior to issuance of a C/O for the auto repair shop. SIGNS All signs shall conform with the MUTCD Guidelines. GENERAL CONSTR CTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, LEAKING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 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 THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. AM PM --"-i Use Description ITE Qty Daily In out Total In out Total Auto Repair 942 6bays 80 9 5 14 5 9 14 Office 710 2,176 38 5 4 1 9 5 9 24 Total 118 14 9 23 10 18 28 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS, COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY' SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, CC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15, CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE 11 COUNTY STANDARDS AND SPECIFICATIONS. 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 17, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. f GI�� ' 1-1-i �l 1. J S N M. SKIMP > ic. o. 5183 b 1 ��' � AO '� NAL �� -5 �7' ��',E W LL =-�-�w o:" -'1:5i :!� ::5 " l E �- �� '"1 = Ca o c` V c.> c> c_ Qm�- i- �- C:) O:E ;- -�- C:),z z:?f O O C U v Q: Q3co c2 co �2 -ra% O') O N 00 CS C�4 Q � N co (7) C7 C7 O Q - Q N M C>k Scale Sheet No. C1 OF 8 File No. 16.00311 IMAGE PROVIDED BY GOOGLE MAPS -The Required minimum setback for both building and /� LANDSCAPING CANOPY parkinging is 10' and there is no maximum setback. -This parcel is located on a principal arterial highway. See sheet C5 for proposed landscaping and canopy calculations. EXISTING USE CRITICAL SLOPES 2 Existing Commercial Buildings -Total 4,304 sf. There are critical steep slopes of 14,485 SF. shown within this property. See sheet C2. With Associated Off Street Parking A Special Exception to disturb critical slopes was approved by the Bos 10/12/16. - Building next to Hunters Way is �ATERSHED vacant building(2,128 SF.) SHEET INDEX -2nd building from Hunters Way is used as a This site is located within the Middle Rivanna River Watershed. storage building(2,176 SF.) This site is not located within a water supply protection area. 1 _ CODER, 5H EET PROPOSED BUILDING LIGHTING HEIGHTProposed outdoor lighting locations are shown on sheet C6. C2 --EX15TING CON DITI'�.../j( N5 Maximum Permitted: 65' Height LAND USE SCHEDULE of the Building . 25' C3 _ 51TE FLAN One story Building of 3,300 SF. Floors above 40 or the third story shall be stepped back EXISTING Area % Buildings 2 950 SF 4.64% Ci - VT I LI TYp LA V * KrLD I \ FLAN a minimum of 15' from the front of the building. Pavement 1 7,986 SF �r PROPOED de alk 1 175 SF S1 84% C5 /\ (N ( j /� �� A �7 Impervious area 12,111 SF 19.04% L/I/~ -Ll '_.A I �] L New Vehicle Repair Shop: 3,300 SF with men space 51,501 SF 80.96% LIGHTINGCG ��, Additional Off Street Parking Total= 63,612 SF (1.46 ac.) Existing Commercial Buildings To Remain. PROPOSED Area % C(^` `% _ T� �_ �� 1. The building next to Hunters Way (address 2300) will be a Buildings 2,950+3,300 SF 9.84% Pavement 15,908 SF 25.0% / r PT� commercial/office use. This building will remain connected Sidewalk SF 5.117. �� 5 1 G H T D 1 5TA N C F f 1 LE to the existing septic system a^rich a new connection to the This building has __3Z5_2 Impervious area 25,410 SF 39.95% proposed well. only one connection Offen space 38,202 SF 60.05% to the existing septic system. Total- 63,612 SF (1.46 ac.) 2. The furthest building from Hunters Way (address 2302) be This building be disconnected from �+► TRIP GENERATION shall vacant. will ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL 11 I------- .� ARCHIT� VIE RD "i/ I - �1� ) __ - 4 Hr kq,., a l:r,A'.. -S ,0 S AAmj4., ,Pri t4 n�' e_Ct ��" a /) - �)-�- - i,-�)__ , 1Zli'Sbc, W. well and septic prior to issuance of a C/O for the auto repair shop. SIGNS All signs shall conform with the MUTCD Guidelines. GENERAL CONSTR CTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, LEAKING, GRADING OR OTHER CONSTRUCTION, 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY 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 THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926). 10. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS. WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. AM PM --"-i Use Description ITE Qty Daily In out Total In out Total Auto Repair 942 6bays 80 9 5 14 5 9 14 Office 710 2,176 38 5 4 1 9 5 9 24 Total 118 14 9 23 10 18 28 11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS. 12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557 BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D 698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS, COMMON FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY' SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL MATERIAL: ASTM D 2487. CLASSIFICATION GW, GP, GM, CC, SW, SP, SM, SC WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 15, CUT AND PATCH WORK IN EXISITING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE 11 COUNTY STANDARDS AND SPECIFICATIONS. 16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND SPECIFICATIONS OF ALBEMARLE COUNTY. 17, IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. f GI�� ' 1-1-i �l 1. J S N M. SKIMP > ic. o. 5183 b 1 ��' � AO '� NAL �� -5 �7' ��',E W LL =-�-�w o:" -'1:5i :!� ::5 " l E �- �� '"1 = Ca o c` V c.> c> c_ Qm�- i- �- C:) O:E ;- -�- C:),z z:?f O O C U v Q: Q3co c2 co �2 -ra% O') O N 00 CS C�4 Q � N co (7) C7 C7 O Q - Q N M C>k Scale Sheet No. C1 OF 8 File No. 16.00311 T.M. 78-498 LOT 213 IRISH CAVILIERS PROPERTIES, LLC USE—BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING—HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR 1 D.B. 4482-425 1 D.B. 1235-5 PLAT a� \� \ 30" \ \ WALNUT MAILBOX k/ # 2374 \ ; ` 1 =" \ \ ` ` GRASS ' ) \ 1 —37Q ,� @ , 1 1 j GRASS I \�L GLS• \ \ 1 1 \ PORTION OFA EX. P ` BQy RO FENCE X --'X SLS; � BRICK \ � \ \ SIGN 1 LI \ \ \ 1 TREELINE TO\REMAW \ X ___� X X 1 X ' ^� \ISETR0 N 1 \ \ \ \N�� °42' 060 401.05 e g T . M . 78 -49A -L 0 I 1 EX, 1 HEA�TFIOCK SFA M LLC \ 1 1 I 1 > % PORTION OF x. 1 \ \ 1 I \ GRASS � fREELINE TO BE # / 1 D , 13 . 4 _\ I ' I -� woods REMOVED / 1\ 1 1 D. B./ 688-636 PAT \ \ 1 1 I ! 1 ' f / EXIST. LANDSCAPE j ' f�ORTiON OF EX. / f ti41 / AND SHRUBS REELINE TO BE (GL / io' EE OVER EXISTI G PARKING AREA AND \ m D / CONCR TE PAD TO `C �umD r 1qEX1ST.LA Ls / / 366.7 BE REMOVED \ , RELOCATE EXISTIiN"G f 1 \ \ 1 EXIS �(NC WELL / PILE \ � I / � � O,O SCAPE BUILD�IG — \ _ \ EXYST. CQ TO REMA!IN TO REIVIhiIN \ 6RA5,S I 3 % 1 (� 1� 1 i EXIST. I \ \ . \ \ , I I I f -.i': PAVE! \ \ f / \ � DW / / OW p15" DBL/ 1 PERENNIALS HLY = HOLLY BW = BOXWOOD DW = oti I� \ GO /sY INV IN= �! 411.23 PORTIO 0 TREELINF/q\O REMAIN/ 1 UTIOITY $/ �� Ul8OXiT INV OUT= $ I CRITICAL SLOPES(SHADED AREA) 355.06 PRODUCED BY CONSTRUCTION OF HUNTERS WAY. E • • 20 40 60 v CRITICAL SLOPES(SHADED AREA). PLEASE REFER TO PREVIOUSLY APPROVED SITE PLAN. (SDP '1986 00029) CRITICAL SLOPES(SHADED AREA) PRODUCED BY CONSTRUCTION OF HUNTERS WAY. LEGEND LS = PERENNIALS HLY = HOLLY BW = BOXWOOD DW = DOGWOOD �j* O `� U TIJ IN ��45183 SHIM> Lie. 6201; w� SIONAL C I 20 0 20 40 60 PLALAUML Scale: 1 "=2011' 'wow— LW OF 1HE e.jp T. M. 78-49B LOT 2B IRISH CAVILIERS PROPERTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER CURRENT ZONING -HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR D.B. 4482-425 D.B. 1235-5 PLAT m N OTE: 1 THE BUILDING NEXT TO HUNTERS WAY (ADDRESS 2300) WILL BE A COMMERCIAL/OFFICE USE. THIS BUILDING WILL REMAIN CONNECTED TO THE EXISTING SEPTIC SYSTEM WITH A NEW CONNECTION TO THE PROPOSED WELL. THIS BUILDING ONLY HAS ONE CONNECTION TO THE EXISTING SEPTIC SYSTEM. 2. THE FURTHEST BUILDING FROM HUNTERS WAY (ADDRESS 2302) SHALL BE VACANT. THIS BUILDING WILL BE DISCONNECTED FROM WELL AND SEPTIC PRIOR TO ISSUANCE OF A CO FOR THE AUTO REPAIR SHOP. LEGEND HATCH DESCRIPTION TYPE THIS 12 PARKING SPACES AS RESERVED FOR VEHICLES AWAITING REPAIR. K;N J, C)n I* JT1, A SHIMP > J IL Tic. N o' 45183 /� 116 --SIONAL (/,/- I 1)-r);),-/�' T. M. 78-4913 LOT 2B \ � IRISH CAVILZERS PROPEHTIES, LLC USE -BRIGHT EYES COMMUNITY CHILD CARE CENTER / CURRENT ZONING -HIGHWAY COMMERCIAL,ENTRANCE CORRIDOR . \ \ / �� - �� — �-- - -- --'--- \ O.D� 4482'-425 \ | / D.B.12�5-� PLAT / \INV IN= (Z:) ~' MAILBOJI� *2374 / �\ \ \ \ \ \ d] `\ \ , mwao 0 onxsa-`7O-~ x�\ |, / \ ^�� CGL Ex T�eeline To Rema0 DW GL DW 15 MAPD CIO` / /' / / /' ' / ' ` ' / ' / / / ' / /mE*|xxEm e� YYo||� / / / ' / ' / � ' ' / ' / /\H� lleight=5' � �W=390' ,�� \| \ / \ | "� / / ' (l ~ L__� \ `' ` , / �' �'. ---�-- / / /"�N ' �� / ( HPUB ~^~~`~^ / /' u ' ^/"/ / ^-?` / � a�/ _.''~ /Pr'~�r aD� / ./ ~ 10, 1. THE BUILDING NEXT TO HUNTERSWAY (ADDRESS 2300) WILL BE ACOMMERCIAL/OFFICE USE. THISBUILDING WILL REMAIN CONNECTEDTO THE EXISTING SEPTIC SYSTEWITH A NEW CONNECTION TO THEPROPOSED WELL. THIS BUILDING IONLY HAS ONE CONNECTION TO IHL IEXISTING SEPTIC SYSTEM.2. THE FURTHEST BUILDING FROMHUNTERS WAY (ADDRESS 2302)SHALL BE VACANT. THIS BUILDINGWILL BE DISCONNECTED FROM WELLAND SEPTIC PRIOR TO ISSUANCE OFA CO FOR THE AUTO REPAIR SHOP. � / V ) � | ( / � �� THIS A][A \ 3 /4O 1 C[. / OF -~ CRITICAL `O|T|P � | SLOPE |� |k�D � /�T[[\ \/|\| ||L/�\L .]L\J[-L- |`} ||Y|[-��L,|L_L/ UV PROPOSED GRADING. � y�r /h.2�~/" /+ « �� ~� U. 01or 44ttvttv M, M�Numt*vof U04s ma d g Y 192 104 39 V ) � | ( / � �� THIS A][A \ 3 /4O 1 C[. / OF -~ CRITICAL `O|T|P � | SLOPE |� |k�D � /�T[[\ \/|\| ||L/�\L .]L\J[-L- |`} ||Y|[-��L,|L_L/ UV PROPOSED GRADING. � y�r /h.2�~/" /+ « �� ~� SEE PLANS f OR EXACT LAYOUT. SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN. ADJUST SPACING AS NECESSARY OR AS DI RECTED BY LANDSCAPE ARCHITECT, MULCH 2" DEEP I MMEDIATff LY AFTER PLANTING AND WATER THOROUGHLY� PLANTING PIT. PREPARED 501L FOR SHRUBS -37 GRASS BRICK X BQ�RD FENCE X SIGN X X X GL _X —7 ow 9 Limits o� DW 15" DBL/ 11p, — MAPL�, Disturbance 610 0 S 9" GL �,/ ':f "W DW 15 " 7D MAPLV 6 Z 0 SANI SAN -- SA S A A SAN-- �AN SA SAN— SA�-- JOEATMEN New et. Wall TW=395' -5' W=390' 0 Ds :0� Max eight� 4 EXIST 2100" SF L LANDSCAPE /DRAINFI �Y/D ARE ks I AND SHR BS + (Prim ry and e UL 0 N(7serve) F 'A :JD C:� Cf) 0 EXIST.LA DSCAPE 4 tPAIR IN TO REM AUTO I 4� —Nev ee N� A SHbP 'n Flutecti 4NDS 6 ICD ft _P,0P\ c::: CD "Of __n BAYS Ex. -Ireeq �o _�emci 611 __�hb Z Z/ A Not Be Coqnted > Tow rd FFE=590 0 E. . Tr 3 ::0 im A nts 4, Landscaping Nquirements 4, 'N IR-) X 0 �Cji MY "R jCD A 0 EXISTING g. A A 0 DR�INFIEJ 0 F /SePTOIC 4 UB x YJ� + Limits of Disturban e R LS /Al X A, g -y 6" ion GN 'GILO S\ i 3tKb6nce T.TREE TO NAIN 0 BW Z/ S E M, U 04U 00i Z_ o .06W > < IT �r 01�770. 46 IO= 6 .53 000 STOP 0 0= 03 SIGN 'Z Ile LRON f Vl� E 4T INO OUT= INV 375.50 IN� 355 86 7, PAVED CC) gNTER NE THE R9,1 YWF L :=7- 15'. COWF�i-WT SI "�INVERT UPS DROP GN �,Z7, — — — — 359.91 —7 EX, ENT7 RANCE UTILITY UTILITY BOX BOX INV OUT= 355.06 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPP TREE TIES, SEE S f—FIN15HED GRADE PLANTING PIT. SE . . . ...... DiA.. MIN.,. LU < > SOIL SURFACE . . . ROUGHENED 'j, 7 7�'J TO BIND NEW SOIL (__1�SHRUB PLANTING DETAIL � 05 Not To Scale FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al� REMOVE BURLAP STRING FROM TOF OF ROOT BALL "10 C1_F111DL)C_n Cr)l 2 )TREE PLANTING DETAIL C5 ) Not To —Scale 20 0 20 40 60 Scale: 1 "=:20' LANDSCAPING NOTES - TREE COVER REQUIRENVIENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 63,612 X .10 = 6,361 SF REQUIRED PROVIDED: 10,620 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORR)DOR: 191 LF/35 = 6 TREES REQUIRED I LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR: 479 LF/40 = 12 TREES REQUIRED SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 6 NEW 3.5" CAL. TREES PROVIDED 12 NEW 2.5" CAL. TREES PROVIDED 810 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING — (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 35 SPACES/10 = 4 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 15,908 SF X .05 = 795 SF REQUIRED PROVIDED: 4 TREES PROVIDED 820 SF LANDSCAPED AREAS PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped (areas shall be sodded. 2, All site plantings of t�rees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. A ..""Z, /__7 XzZ LANDSCAPE SCHEDULE 1-112" SQ. OAK SET 180 DEGREE� APART FINISHED GRADE SET SHRUB PLUMB. TOP OF APPLY 2" OF MUI ROOTBALL SHALL NOT BE IVIORr PLANTING AND W� THAN I " ABOVE FINISHED CRADE THOROUGHLY Quantity 4" COMPACTED E REMOVE 5U RLAF f ROM WA TERING BERM TOP 1/3 Of ROOTBALL EXISTING GRADE 3 " TALL WATE RI N G 13EPIM r 0 f—FIN15HED GRADE PLANTING PIT. SE . . . ...... DiA.. MIN.,. LU < > SOIL SURFACE . . . ROUGHENED 'j, 7 7�'J TO BIND NEW SOIL (__1�SHRUB PLANTING DETAIL � 05 Not To Scale FOR EXACT REQUI PLANTING SOIL, A PLANTING SOIL Al� REMOVE BURLAP STRING FROM TOF OF ROOT BALL "10 C1_F111DL)C_n Cr)l 2 )TREE PLANTING DETAIL C5 ) Not To —Scale 20 0 20 40 60 Scale: 1 "=:20' LANDSCAPING NOTES - TREE COVER REQUIRENVIENT (SEC 32.7.9.8): 10% FOR A DEVELOPMENT ZONED FOR BUSINESS, COMMERCIAL, OR INDUSTRIAL USE. 63,612 X .10 = 6,361 SF REQUIRED PROVIDED: 10,620 SF OF NEW CANOPY AREA PROVIDED. (SEE TABLE BELOW) STREETSCAPE REQUIREMENT (SEC 32.7.9.5): 1 LARGE SHADE TREE PER 35' OF ROAD FRONTAGE WITHIN THE ENTRANCE CORR)DOR: 191 LF/35 = 6 TREES REQUIRED I LARGE SHADE TREE PER 40' OF ROAD FRONTAGE OUTSIDE THE ENTRANCE CORRIDOR: 479 LF/40 = 12 TREES REQUIRED SINGLE ROW OF 2' HIGH SHRUB PLANTED 5' O.C. BETWEEN PARKING & ROAD. PROVIDED: 6 NEW 3.5" CAL. TREES PROVIDED 12 NEW 2.5" CAL. TREES PROVIDED 810 NEW SHRUBS PROVIDED PARKING LOT LANDSCAPING — (SEC 32.7.9.6): 1 LARGE SHADE TREE PER 10 PARKING SPACES. 35 SPACES/10 = 4 TREES REQUIRED 5% OF TOTAL PAVED PARKING AREA TO BE LANDSCAPED WITH TREES OR SHRUBS. 15,908 SF X .05 = 795 SF REQUIRED PROVIDED: 4 TREES PROVIDED 820 SF LANDSCAPED AREAS PROVIDED NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped (areas shall be sodded. 2, All site plantings of t�rees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to support the overall health of the plant. A ..""Z, /__7 XzZ LANDSCAPE SCHEDULE Plant Min. Total Symbol Planting Type Botanical Name Common Name Col./Height Quantity Canopy Canopy, SF r 0 Large Sh ode Tree Quercus polustris Pin Oak 3.5" Col. 2 471 942 Large Shade Tree Acer rubrum Red Maple 3.5" Col. 2 510 1020 QA+) Large Shade Tree Nyssa sylvGtica Blackgurn 3.5" Col. 2 181 362 z Large Shade Tree Quercus polustris Pin Oak 2.5" Cal. 4 419 1676 Large Shade Tree Acer rubrum Red Maple 2.5" Cal. 3 452 1356 Large Sh:cde Tree Nysso sylvatica Blackgum 2.5" Cal. 4 151 604 Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 5 419 2095 Ornamenital Tree Cercis conadensis Eastern Redbud 6-7' Ht. 6 124 744 ICY Evergreen Screening Shrub Ilex glabra Nigro Inkberry Holly 2' H t. 17 23 391 Evergreen Screening Sh rru b Viburnum pragense Prague Viburnum 2' H t. 18 44 792 Evergreen Screening Sh r -u b Ilex cornuto "Burfordii Nona" Dwarf Burford Holly 2' Ht� 19 14 266 Evergreen Screening Rhododendron Rhododendron Shrub "PJM Elite" "PJM Elite" 2' H t. 20 13 260 Evergreen Screening Shrub Abelia grandiflora "Compacta" Compact Glossy Abelia 2' H t. 8 14 112 ENOTE: CANOPY FROM 10 YR GROWTH TOTAL CANOPY 10620 �P 0 n, to 0 Z W W Z n 0 Z W z 0 I U) z F V) 0 W < V) Lj > V) z 0 W _j cl� 0 1 N () .1N M. SHIMP > ic. 0. 45183 �,S�VIONAL V' k— Cn L�j CD CD U U M n- 2f < ::D :7D 0 (D CD U 0_11 mmmin, rr 0 U. F - z > z z Uj D 5 Aft < U z Uj Uj LL Q) LU W J Date 02.Z1 9/16 Scale 1 "=20' Sheet No. C5 OF 8 File No, 16.003 F 20 0 ! 'i 60 ■ ■ ■ ■ ■ Schedule Description Symbol Avg Manufacturer Catalog Max/Min Avg/Min Number + Lumens Per Light Loss 0.0 fc Symbol Label Quantity + Number Description Lamp Lamps Filename Lamp Factor Wattage 4 PHILIPS GARDCO 107 -VV"- 150PSMH 100 LINE SCONCE CLEAR HORIZONTAL 150PSMH 1 107 -WT- 150P.ies 12500 1 150 A RATED FOR 12500 LUMENS 1 PHILIPS GARDCO EH19.-BLC- 250PSMH FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-BLC- 250P.IES 22000 1 250 250PSMH B RATED FOR 22000 LUMENS F-1 2 PHILIPS GARDCO EH19-4X- 250PSMI-I FORM 10 SQUARE CLEAR HORIZONTAL 1 EH19-4X- 250P.iES 22000 1 250 250PSMH C RATED FOR 22000 LUMENS Statistics Description Symbol Avg Max Min Max/Min Avg/Min Right of Way Line + 0.0 fc 0.2 fc 0.0 fc N/A N/A Site Area + 1.0 fc 9.7 fc 0.0 fc N/A N/A Note: 1. Wall and pole mounted fixtures shown shall be mounted at a height of 20' above finished grade. 2. Light fixtures shall have a dark bronze aluminum finish. 3. Each outdoor luminare equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminare and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminares onto public roads and property in residential or rural areas zoning districts shall not exceed one—half footcandle. N Y v� YUS N M. SHIMP ic. No. 45183 "OVAL - County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp Ili -284-121-297 for complete specifications) 1.Tbg jWfowing U_tM shad be ow m e gloi Trees to be saved; Limits of clearing (outside dripline of trees to be saved); �I Location and type of protective fencing; Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing, 2. Markings: All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators, No grading shall begin until the tree marking has been inspected and approved by a County inspector, 3. Pre -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site, 4. Etauiument Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. S. Solt &_os(en and Stormwater Retention Devices: Such devices shall not adversely affect trees to be saved. 6. BM- Fires 'iY i Fires are not permitted within 1010 feet of the dripline of trees to be saved. 7. Toxic Materials: Toxic -materials shall not be stored within 1030 feet of the dripline of trees to be saved. 8. Protective l:encig : Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. 9. Trete Wei%: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval, iii. Tree Walls: Q When the ground level trust be lowered within the dripline a tree to be saved, a tree wail shall be provided; and a cousauction detail submitted for approval. 11. Trent injiand Tunneling: ® When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be Considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: 14 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trews Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist, NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. r Z4 (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page 1 of 1 DRIP LINE SNOW FENCE BOARD FENCE CORD FENCE CORRECT TRUNK ARMORING TRIANGULAR WARD FENCE 5 TREE PROTECTION EENC NG C7 Not To Scale Job: Type: Notes: Featuring CosmoPrrlis and MasterColor Elite Elerctl' nic HID Sys... r0Square Page I of 3 EH ! H Arm Mount The Philips Gardco arm mounted Square Form 10 products are cutoff luminaires for high intensity discharge lamps up to 1000 warts. The EH units are manufactured from mitered extruded aluminum and finished in an Architectural Class 1 anodizing. The. H style luminaires are die formed aluminum with a thermoset polyester finish. Both products can accept one of seven (7) interchangeable and rotatable precision( segmented optical systems. Flat glass lens luminaires provide full cutoff performance. Sag Lens luminaires provide cutoff performance. PREFIX MOUNTING DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Enter the order code into the appropriate box above. Note: Gardco reserves the rightto refuse a configuration. Not all cam6inations and configurations :are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the fat cry. 1 PREFIX MOUNTING DISTRIBUTION EH14 14" Square Extruded Luminaire t Single Pole Mount Horizontal Lamp EH19 19" Square Extruded Luminaire 2 Twin Pole Mount at 180° 1 Type 1 BLC' Backlight Control j 19" only. Not available H14 14" Square Fabricated Luminaire 2•@90 Twin Pole Mount at 90° 3 Type 1.11 above 900 watts. H19 19" Square Fabricated Luminaire 3 3 -way Pole Mount at 90° 4X''x Type IV q y FM Type 1V Q TypeV H26 26" Square Fabricated Luminaire 3@120° 3 -way Pole Mount at 120° 4 4 -way Pole Mount Vertical Lamp j VS Type I. Type 4X available in 19" luminaires only. Type 4X luminaires, 40OW and below. are supplied with In 40OW and below, vertical lamp luminaires are supplied flat glass lens standard. I with an acrylic sag lens. A glass sag lens is supplied with 2, MHIPSMH 400W Type 4X and BLC luminaires require the E28/BT28 reduced jacket lamp. I luminaires above 40OW and with 26" luminaires. Medium base lamp, 20OW max on 14" units. WATTAGE VOLTAGE EHIH14" EH H19" H26" 200-277 106MH' 2SOPSMH 0 40OPSMH- O 75OPSMH Pulse Start MH 15OMH' 250PS901'' O 450PSMH" Q 775PSMW Magnetic Ballast.y jSPSMy G) 320PSMH7d 87SPSMH wired to 277V. 20OMH'O 35OPSMH'Cti i000PSMH' CosmoFoiis" btTCi"aPE SOCMHE1 70CMHE' ': :' Electronic System 90C3+2PE 35HPS NIH250MH* See Notes 5 6 9 ( 7 140CMPE 1OOOMH Ma neuc Ballast MmerCoior" Elite 200-277 210MCE-3K.Q 31 rMCE-3K(D CMPE, MCE and Electronic System f SE types only. 240 70MHH is Nuts 5,6 910} QUAD 210MCE•4H�@ 315MCE-4K(E) 120/20812401277 Pulse Start MH wired to 277V. 250PSE5'° 320PSEs4�CiMEM + Electronic Ballast FACE OF CURB) }qIL BE PAID FOR AS RADIAL CURB; RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN SOCMHE1 70CMHE' Standard and(pro bo start 75MH" UNIY 35HPS NIH250MH* 5DHPS y 400MH" 1OOOMH Ma neuc Ballast 250MW8 + [SOAPS + « 70HP5 200HPS 750HPS High Pressure Sodium 104HPS 250HPS IO00HPS Magnetic Ballast 150HP5 400HPS 42TRF1 175W, 25OW and 400W probe start MH luminaires are not available for safe in the United States. Wattages marked with Circle "E" meet federal energy efficiency standards applicable to 150 watt through �'�C✓�j 500 watt metal halide luminaires only. Form j0._EH_H 70/75 pale l of 3 job: Type: Notes: 120 200-277 208 CMPE, MCE and SOMH a f SE types only. 240 70MHH 277 QUAD 347 120/20812401277 • « wired to 277V. 480 + 2. MH/PSMH 400VV Type 4X and BLC luminaires I - require the E28I13T28 reduced jacket lamp. 3Medium base lamp. 4 Rvailabie with vertical lamp optics only. S. UL Listed at 40'C ambient. 6.Available 120V, 2.00-277V, 347V or 480V only. 7. Requires E28/BT28 lamp. $.Available with horizontal lamp optics only. 9. CosmoPoiis and MasterColor Elite systems are supplied with lamp. 10,"-3K" suffix specifies a 3000'K lamp and "-4K" suffix specifies a 40OTk.lamp. 11.250 watt Pulse Start Metal Halide with a 90% efficient magnetic ballast:. Complies with California Title 20 effective 1!1/2010. Available in 120, 208, 240 or 277V only. Featuring osmoPohs Electronic H10 System 100 Line Page I of 3 107 Gullwing SconC The Philips Gardco 107 Guilwing high perforrnanc- sconces offer an excellent alternative to unsightly w,•all t "ill p..-........ mounted fimurea.These architecturally refined lun;inalre.' mirror the styling €>f the popular Philips•, Gardw Gulivafn£ luminaire and integrate naturally to will surfaces. The 107 sconce is avail.We in wide throw, mediurn throw and forward throe-' discrtburion patterns. Luminaires accept HIND sources up to 175MH,and Compact Fluorescent tip to (2) 42 wart• Hcsuskigs are sealed rhrcughout., completely excluding moisture, dust, insects and contaminants. 107 lurninadres installed in the norma[ downlighc position., vAth a flat glass lens, provide full cutoff perfornnance. PREFIX DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Fwterttt of err -code siro the appr„prgz box ab 'm,. )!'rte; Phi,4ps Ga•d x e-. rri;s rhe fighr t4 ease -G ¢c rr ',ruTiort Not ail cwrbhtIaticos and tr,;ir;vt rs cnv ..vk ttefF ran es n_� v f r ctrl si ,tt and rrnr ticets Fit quescau, ua es n Nr.ts p) sr ca'racrit zit: f co!/ PREFIX DISTRIBUTION 107 Csullwing Sconce FT For-ard Throve Noe &5d.b?.,-'.vrch F,lrcresce:at lamp. 107EM Emergency Sconce. WT '/'d deTFirow v'ot A.Ma at'e',vx,h Flux<.sscenx a ups. I07EMC Ernergency Sconce, Cold Temperature MT Mediurn7'hrow 007EMR Remote Eclergency Sconce char b,: m, fo! a-1oiia5le r_p(nJ.':1G3Pt�!}t WATTAGE AND VOLTAIC E LAM-FIXOQ TAGS H-H$�T _H 1 !ZO FHGURAILQN CHAR"i - 107Et7 CTR 107EMCI •- HO* 12D Voltsge __. 20 2N9 2.77 14-7 9$9 60CMPE: + 240 277 SOMH a 5 7 « 70MHH • + IQOMH + + • « ISOMH • + I7SMHN FACE OF CURB) }qIL BE PAID FOR AS RADIAL CURB; RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN SOCMHE1 70CMHE' UNIV UNIVIOOC:l< HE' UNIY 35HPS WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 5DHPS y 3, 70HP S PERPENDICULAR 10OHPS + [SOAPS + « Fhrare>cr��t 26QF' lNN1V 22bQF' UNIV n 32TRF' PNIV 232Tfw, UNIV 42TRF1 VNIY 242THiF' A1NIY u F ;y+) t%for t os .topcia h 7h nc fo.n once aatceonrc e a li AIN to nc•` ,'xtllnr sy t}m .?iwP.ch?ea7 FT WI Erna hiT A arGcs "1f'd cr 'xYi:1-), CIsttit noxi NPS rybe•s requ;:emed;urnix,sc; rf7?amps. Puh9 mTr, by d t4,,,tn, :ncjkaaang CAVE typex r' ! 73M slat avdlab!e 1G: tick in t:'ic" (!'ll:Ce+3 Gc3LVF1Gt}PAFLQi�i et > + T 19_75M_R' fluor scent unri CMH?: kin*,n v.rn f6ature dc4 us, c 5,Tkosv rha, accept 120?/ dii ogF tt4J-.i - •hlatn7 !-ic1rse SOlrz :u BCrttz• rarp•.,t. Spe.:rfy "MJN!V "va'rag•e {or [ZDV Th wgh 2 r7N. CI4Fik Gcaumx T i yeti HalH3a 2 Ot ill lamp rs porsercd .n aura ye y -)tide with, E1AC ar,J EMR types t>s?h the E4C .aar)i lutscron;c d.l?est ? P a ffti- )mt01 tCW4dr1 apt.ul,avlr,c;t CVr+r' s r -o!?d'tttvps kt erne•• carry rn di ICE 4°5 fighPr.slureSairu0) opron ontyawkuf,,wth223(?Fof232TFCAUTION, Mox4rum,?saso:ypac.a ipw LP S - Low Pre ssu°e Scdiun p c.w, I ro Eliz v res :em t tCE42fl uetk a 10 u) u v t 33 an.p) Ir .r h aty�g cl-rnu.l TRr Tr pteTuizt• Fluwescert on. ll s in Q&x:oa to tie no x n1t r o> fsr,'ur?r'naia kiatt,s . tG bcdast. fiF - ftiued F•'uorescent 4. A,.a,:�Jb4 whh N 62 opij, rn, ,R kir pc' rs tv 1 t2j ;amps tar ern .gE., y a,nnde Lf ;mes Lino :v.tcd ;r :x; rr,4Tc! In cme•�eac/n �. :h<tr'� rx'a .far-,� bac erne � aperod.It•, rhe rcnxun:rr,o kimp wd'vdlGrf with Ii sl':nml) lctcl 7R'tu Oiapt1 {f2,250!sjnie.}5. �Jn ,frikSGE'7.S A;dt'1(+3 mV,, a dam ttvwn'.viih "UP4 1V- or 5)5:'fg, to .r10 I:tl:etd, ellC )' SGv^7t G•: 1at6' , it1 pJ ge 3 fPt Qr'id)2='.3 Sal T, fa b'h%i it w'1. '20-277'tt.'£q]?TlETble Irr AIv2,•::y^ 1611 Chyle Barker Road, San Marcos,TX 78666 (800) 22.7.0752 (512)753.1000 FA3d.t(S I2) 753.7855 siteli&bting•cona PHII IPS '0 2012 Kaninkl7jku Philips Electron ics N 14 Ail Right; Rc75o ved. Philips Gardc3 rsserxc the right t.; ei).xng. a.iat<.rialx oc ±nodi(}' the do siR,n UI ccs product without nunificaTio a; part of tht company continuing, product Imps re nw^nt pi vgram 79115-1()Z,10512 CM GARDCO CG -12 #5 DOWELS, B" LONG_ .A,�I�, ERMISSIBLE AT 12" C -C i JCOONSTRUCTION 5' MIN. NT 124 MAX c --I.: ` 124 MAX E3 B RAMP �` Y '(SEE TABLE)TRUNCATED DOMES :A SEE SHEET 1OF 4 FOR DETAILS vs W-4" MIN__ SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 :1 4 n CROSSWALK rMN. SECTION A -A TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ERMISSIBLE CONSTRUCTION JOINT a SECTION B -B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 4. TYPE B PARALLEL APPLICATION Liistribeation Yoltsa e Pno,.p cam, FT VYT _MT � 308 240 V7 347 480 226QF` , 5 7 2 32TRF + 6 9 4 42TRF 5 4 15 =1 8 Gc3LVF1Gt}PAFLQi�i et > + T 19_75M_R' fluor scent unri CMH?: kin*,n v.rn f6ature dc4 us, c 5,Tkosv rha, accept 120?/ dii ogF tt4J-.i - •hlatn7 !-ic1rse SOlrz :u BCrttz• rarp•.,t. Spe.:rfy "MJN!V "va'rag•e {or [ZDV Th wgh 2 r7N. CI4Fik Gcaumx T i yeti HalH3a 2 Ot ill lamp rs porsercd .n aura ye y -)tide with, E1AC ar,J EMR types t>s?h the E4C .aar)i lutscron;c d.l?est ? P a ffti- )mt01 tCW4dr1 apt.ul,avlr,c;t CVr+r' s r -o!?d'tttvps kt erne•• carry rn di ICE 4°5 fighPr.slureSairu0) opron ontyawkuf,,wth223(?Fof232TFCAUTION, Mox4rum,?saso:ypac.a ipw LP S - Low Pre ssu°e Scdiun p c.w, I ro Eliz v res :em t tCE42fl uetk a 10 u) u v t 33 an.p) Ir .r h aty�g cl-rnu.l TRr Tr pteTuizt• Fluwescert on. ll s in Q&x:oa to tie no x n1t r o> fsr,'ur?r'naia kiatt,s . tG bcdast. fiF - ftiued F•'uorescent 4. A,.a,:�Jb4 whh N 62 opij, rn, ,R kir pc' rs tv 1 t2j ;amps tar ern .gE., y a,nnde Lf ;mes Lino :v.tcd ;r :x; rr,4Tc! In cme•�eac/n �. :h<tr'� rx'a .far-,� bac erne � aperod.It•, rhe rcnxun:rr,o kimp wd'vdlGrf with Ii sl':nml) lctcl 7R'tu Oiapt1 {f2,250!sjnie.}5. �Jn ,frikSGE'7.S A;dt'1(+3 mV,, a dam ttvwn'.viih "UP4 1V- or 5)5:'fg, to .r10 I:tl:etd, ellC )' SGv^7t G•: 1at6' , it1 pJ ge 3 fPt Qr'id)2='.3 Sal T, fa b'h%i it w'1. '20-277'tt.'£q]?TlETble Irr AIv2,•::y^ 1611 Chyle Barker Road, San Marcos,TX 78666 (800) 22.7.0752 (512)753.1000 FA3d.t(S I2) 753.7855 siteli&bting•cona PHII IPS '0 2012 Kaninkl7jku Philips Electron ics N 14 Ail Right; Rc75o ved. Philips Gardc3 rsserxc the right t.; ei).xng. a.iat<.rialx oc ±nodi(}' the do siR,n UI ccs product without nunificaTio a; part of tht company continuing, product Imps re nw^nt pi vgram 79115-1()Z,10512 CM GARDCO CG -12 #5 DOWELS, B" LONG_ .A,�I�, ERMISSIBLE AT 12" C -C i JCOONSTRUCTION 5' MIN. NT 124 MAX c --I.: ` 124 MAX E3 B RAMP �` Y '(SEE TABLE)TRUNCATED DOMES :A SEE SHEET 1OF 4 FOR DETAILS vs W-4" MIN__ SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 20 :1 4 n CROSSWALK rMN. SECTION A -A TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ERMISSIBLE CONSTRUCTION JOINT a SECTION B -B NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 O 4. TYPE B PARALLEL APPLICATION MINIMUM LENGTH ROADWAY GRADE FEET iN PERCENT 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 4 15 =1 8 14 15 NOTE THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CG -92 DETECTABLE WARNING SURFACE o TYPE B (PARALLEL) APPLICATION REV. 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 20306 6 -4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE O O iO O O O O O I I i I- I II i I II I�I I -ii i COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION C7 JNot To Scale 1.5" OF SM -9.5A SUPERPAVE 'Z X 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000 00000000000 0 0 0 0 0 0 0 0 6" - VDOT #21 A BASESTONE _I II II l II Il III ( I IT�- - COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 6" - 3,000 PSi CONCRETE /-AT 28 DAYS OR STRONGER. -----MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. �4" COMPACTED VDOT #21A COMPACTED SUBGRADE 3 Dum ster Pad Detail C7 Not TO Scale TREATED WOOD GATES FINISH TO iviATCH BLDGS t� - - - - - - ELEVATION DUMPSTER ENCLOSURE 4" t' RADIUS l? q:. 15" a T� A _ SURF MIN 4 .'G � A MAX. `) sa . Q BASE !1 : BRIG`\ H Bollard } DUMPSTER I I DUMPSTER PAD SEE DETAIL 3/C7 09 DUMPSTER PAD PLAN DUMPSTER PAD ENCLOSURE DETAIL Not To Scale 4 x 4 STEEL COLUMN CO --2 CCG -12 GENERAL. NOTES: t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CG -6 1. THE DETECTABLE WARNING' SHALL BE PROVIDED BY TRUNCATED DOMES. 2, DETECTABLE WARtNtlNG 70 > GLJUS A-3 CONCRETE (CLASS A-4 ,f PRECAST) 3. CURBHAVING A RADIUS OF 300 FEET. OR LESS (ALONG WITH SLI' RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE FACE OF CURB) }qIL BE PAID FOR AS RADIAL CURB; RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" TRAVEL, OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE 4000 PSI IF PRECAST. WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING OF BE TION REAMED BAR$, PERPENDICULAR OTHERWISE THE DEPTH IS To BE 18" AS SHOWN.NO ADJUSTMENT FLOR BY USING PERhNSS(BL�E CONSTR JOINT WITH OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL a' RMP FLOOR PSN�SINLAF�BARS SO FLARED PRECAST HOLES THAT CAPLACENI BE PND FOR AS RADIAL COMBINATION CURB & A JOMM iAT PACE TER NT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4.N �4" 2" R 6. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 9' CENTER TO CENTER ALONG - :1 00 " BOTH SAES OF THFI RAID FLOOR. AND -DEPTH OF RMB? FLOOR MINIMUM «[ 121 MAXm CONCRETE COVER 1/2". 8. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED iJ PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7: CURB RAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE T4 BE PROVIDED AT INTERSECTIONS WHEREVER AND TO F -. - . CROWSES A�CiEAtB AGAR NESS Of WHETHER WAALK IS EAST OSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CR6SSWA1 CS NOTE 4 A BE AND SHIOLLD LOCAL 13EHM VEHICLE ST60 LNESON PLANS OR AS DIRECTED BYEWING LiGHTTHE T POLES FARE NOT DROP INLETS, ETC. CG -6 IS' BASED pN ROADWAY CLASSlFIGATION HYDRANTS, ACCESSIBLE ROUTES PROVE A t~ONTgdXM STABLE, FIRM SLIP RESISTANT AND DESIGN SPEED AS SHOWN IN APPENDIX A UNOBSTRUCTED APG PATH CONNECTING ALL E MEATS FACILITY THAT CAN BE APPROACHED, ENTERED DEUSIBLEED AGNS 5; 75=&.1 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 2` �RTHE 2HIGHER THANTHAT OF THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB, PAVEAENT AT XX , SAME AS TOP OF CURB j 9. T CQrTE KIS i4tENH Tli �TRMHCE__RADI�T AATTEE {SRCIFI4IANTEINTR EE(FEfAYAVVYT TYPE i All 'f}Cj PARALLEL & PERPENDICULAR A P o a TRl)CK F00(S,ICO, 10, WHEN H 6ICURB �H ARE USED IN HSHARED SHARED USE PATH 7" SUBBASE SHALL HE THI»�TTI THE A _ 1.0" - 2.4" -TRUNCATED DOME O C -C 0 O 0 0 0 0 0 0 0 0 0 0 0 - - - - - y 0 0 0 0 0 0 0 0 0 0 0 0 0 THE BOTTOM OF THE CURB AND 0 0 0 0 0 0 0 0 0000 0 0 0 _ GUTTER MAY BE CONSTRUCTED U 0 0 00 0 0 00 00000®0 N D 211 0 P® U 0 0 0 0 0 0 0 0 0 000000 507. - 65% OF BASE tIAMFTER 0 0 0 0 0 0 0 0 0 00000 01 SUBBASE COURSES PROVIDED A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 f -4B .9r.D 14"ER' VARIABLE MNMH M, TRUNCATED DOME t PAY LIMITS THiS AREA MAY BE CONCRETE DETECTABLE WARNING DETAIL SHEET 1 OF 4 SPECIFICATION CG -12 DETECTABLE WARNING SURFACE REV 7A GENERAL NOTES ®b 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 6 -4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE O O iO O O O O O I I i I- I II i I II I�I I -ii i COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION C7 JNot To Scale 1.5" OF SM -9.5A SUPERPAVE 'Z X 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000 00000000000 0 0 0 0 0 0 0 0 6" - VDOT #21 A BASESTONE _I II II l II Il III ( I IT�- - COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 6" - 3,000 PSi CONCRETE /-AT 28 DAYS OR STRONGER. -----MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. �4" COMPACTED VDOT #21A COMPACTED SUBGRADE 3 Dum ster Pad Detail C7 Not TO Scale TREATED WOOD GATES FINISH TO iviATCH BLDGS t� - - - - - - ELEVATION DUMPSTER ENCLOSURE 4" t' RADIUS l? q:. 15" a T� A _ SURF MIN 4 .'G � A MAX. `) sa . Q BASE !1 : BRIG`\ H Bollard } DUMPSTER I I DUMPSTER PAD SEE DETAIL 3/C7 09 DUMPSTER PAD PLAN DUMPSTER PAD ENCLOSURE DETAIL Not To Scale 4 x 4 STEEL COLUMN CO --2 NOTES: t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. CG -6 2- CONCRETE TO BE CLASS A3 IF CAST IN PLACE, NOTES: 3. CURBHAVING A RADIUS OF 300 FEET. OR LESS (ALONG I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. FACE OF CURB) }qIL BE PAID FOR AS RADIAL CURB; 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 4000 PSI IF PRECAST. WWIITH THE.TOP'OF A COURSE OF THE P T SUBSTRUCTURE. 3, COMBINATION CURB & GUTTER HAVING A RADIUS OTHERWISE THE DEPTH IS To BE 18" AS SHOWN.NO ADJUSTMENT OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL IDN THE PRiCE $0 IS TO BE MADE FOR A DECREASE OR AN BE PND FOR AS RADIAL COMBINATION CURB & �4" 2" R 5. CG -2 IS TO BE USED ON ROM}( A�YyS+ E71NG THE FOR CG -6 AS WE APPE X A OF THE VDOT ROAD E VAH{UN . GUTTER. G d 4• FOR USE WITH STABILIZED OPEN -GRADED DRAINAGECURB D GUTTERYESBAI,L BE CONSTRUCTED PARALLEL TO THE THEE DEPTH SUBBASE COURSES ' a e AND TO SEE -. - . 5. ALLOWABLE CRITERIA FOR THE USE OF NOTE 4 A CG -6 IS' BASED pN ROADWAY CLASSlFIGATION AND DESIGN SPEED AS SHOWN IN APPENDIX A 2" R OF THE VDOT ROAD DESIGN MANUAL. A P o a o 7" SUBBASE A fl d rS A b P D A O - - - - - y ` - THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A 1 MINIMUM DEPTH OF 7" IS MAINTAINED. THiS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6I' CURB & GUTTER 105 502 REV. 9/46 VIRGINIA DEPARTMENT OF TRANSPORTATION 20'1,03 6 -4" - 3,000 PSI CONCRETE 0000000000000000 4" - VDOT #21A BASESTONE O O iO O O O O O I I i I- I II i I II I�I I -ii i COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL SIDEWALK SECTION C7 JNot To Scale 1.5" OF SM -9.5A SUPERPAVE 'Z X 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 0000 00000000000 0 0 0 0 0 0 0 0 6" - VDOT #21 A BASESTONE _I II II l II Il III ( I IT�- - COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR PARKING LOT Not To Scale 6" - 3,000 PSi CONCRETE /-AT 28 DAYS OR STRONGER. -----MIN. WIRE REINFORCING OR #4 BARS AT 12" O.C. �4" COMPACTED VDOT #21A COMPACTED SUBGRADE 3 Dum ster Pad Detail C7 Not TO Scale TREATED WOOD GATES FINISH TO iviATCH BLDGS t� - - - - - - ELEVATION DUMPSTER ENCLOSURE 4" t' RADIUS l? q:. 15" a T� A _ SURF MIN 4 .'G � A MAX. `) sa . Q BASE !1 : BRIG`\ H Bollard } DUMPSTER I I DUMPSTER PAD SEE DETAIL 3/C7 09 DUMPSTER PAD PLAN DUMPSTER PAD ENCLOSURE DETAIL Not To Scale 4 x 4 STEEL COLUMN CO --2 1005 E 5 STANDARD 6" CURB REV. 9/0 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.41 0 > j JU 'T I M. SHIMP <1 Lz� 45683 �sszONAL V, NOTES: t THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2- CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. CURBHAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) }qIL BE PAID FOR AS RADIAL CURB; 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED�S MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB IL CEIiNCIDE WWIITH THE.TOP'OF A COURSE OF THE P T SUBSTRUCTURE. OTHERWISE THE DEPTH IS To BE 18" AS SHOWN.NO ADJUSTMENT IDN THE PRiCE $0 IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. �4" 2" R 5. CG -2 IS TO BE USED ON ROM}( A�YyS+ E71NG THE FOR CG -6 AS WE APPE X A OF THE VDOT ROAD E VAH{UN . G d ' a e SURFACE SEE -. - . NOTE 4 A a ° ': o • BASE SUBBASE 6" 1005 E 5 STANDARD 6" CURB REV. 9/0 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.41 0 > j JU 'T I M. SHIMP <1 Lz� 45683 �sszONAL V, LOS YIGH RT�,. 250 ,E IN; ERSECTION `3+50 390 385 380 375 370 365 360 355 7' 1+50 4,30 425 420 415 410 405 400 395 ,390 ,385 380 375 -4, 10+00 10+00 10+50 10+50 JI i r– u i J i miN , L — r L,/-\iN V I L VV NOTES: ENTRANCE HAS AN ADT OF 1118 AND QUALIFIES AS A MODERATE VOLUME COMMERCIAL ENTRANCE PER VDOT APPENDIX F-130. SIGHT LINES TO BE FIELD VERIFIED PRIOR TO ISSUANCE OF C.O. 11+00 11+50 SITE DISTANCE -RIGHT PROFILE SCALE: HORZ: 1"=30' VERT:1"=10' 11+00 SITE DISTANCE -LEFT PROFILE SCALE: HORZ: 1"=30' VERT:1"=10' 12+00 12+50 390 385 380 375 370 365 360 355 13+R0 I -S+U(.) 430 425 420 415 410 405 400 395 390 385 380 375 370 01-1 R TIN M. SHIMP Lie. 4 183