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Home My WebLink AboutSDP202100073 Plan - Approved 2023-02-15c a_ U O Q C U C L O I C� L V O 0 0 cn U v U O U 0 I 0 V _o U Q U U U O U N O W W T � Cn O � 3 w >� O U o O O U _ o I � Q� -1 o v a� L i Q) Q o U Q L ,E c ° v — v o L �:3 0 El� 0 Q) N Q) 0 4 � Q 0 0 I � O O U i U �- o L I � 00 �0 i >L V :3 I Q � U E � o �r L6 L0 o N e� O o v V) c N 0 m N Q) U O > L >-V) U o n v a �E �— CO w � w �- _ cn U CL, V) w ° > O .� U � O O v Qc: U Q) Q)Q) 4_1 L 5Q U c: J •�' V) y U v cn v � v O � U E v v L Q) V� >� Qo U mE U 0 O 4cn 0 c- PROJECT CONTACT LIST APPLICANT/DEVELOPER RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 TEL: (571) 765-4436 CONTACT: MARK FONTAINE, CCIM EMAIL: MFONTAINE@RENAUDCONSULTING.NET OWNER CHARLOTTESVILLE GREENBRIER LLC RENAUD CONSULTING 8605 WESTWOOD CENTER DRIVE, SUITE 410 VIENNA, VA 22182 CIVIL ENGINEER KlMley*Horn KIMLEY—HORN AND ASSOCIATES, INC. 1700 WILLOW LAWN DRIVE, SUITE 200 RI CH M ON D, VA 23230 TEL: (804) 673-3882 CONTACT: RYAN PERKINS, P.E. EMAIL: RYAN.PERKINS@KIMLEY-- HORN. COM ARCHITECT CUHACI & PETERSON 930 WOODCOCK ROAD, SUITE 101 ORLANDO, FL 32803 TEL: (407) 661-9100 CONTACT: MARY ROSARIO EMAIL: MARY.ROSARI000—P.COM SURVEYOR JENNINGSTEPHENSON P.C. N LAND SURVEYORS W�e & PLANNERS S JENNING STEPHENSON, P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 TEL: (804) 545-6235 CONTACT: KENNETH R. BLAYLOCK JR. WAWA CONTACT INFORMATION WAWA, INC. 260 W. BALTIMORE PIKE WAWA, PA 19063 TEL: (267) 273-3575 CONTACT: JEB BELL EMAIL: JEB.BELL@WAWA.COM MISS UTILITY OF VIRGINIA CALL BEFORE YOU DIG 811 VICINITY MAP PLANNING/ZONING PLANNING COMMISSION 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 TEL: (804) 677-0463 CONTACT: COREY CLAYBORNE STORMWATER FACILITIES AND ENVIRONMENTAL SERVICES 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 PUBLIC UTILITIES PUBLIC WORKS 401 MCINTIRE ROAD 4TH FLOOR CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5816 FIRE MARSHAL DEPARTMENT OF FIRE RESCUE 460 STAGECOACH ROAD CHARLOTTESVILLE, VA 22902 TEL: (434) 296-5833 CONTACT: SHAWN MADDOX ONLY THE COMPLETE AND APPROVED PAPER COPY OF THE PLAN SET INCLUDING ALL SUBSEQUENT REVISIONS WILL SERVE AS THE OFFICIAL CONSTRUCTION PLANS. THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICE, IS INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FOR WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND ADAPTATION BY KIMLEY--HORN AND ASSOCIATES, INC. SHALL BE WITHOUT LIABILITY TO KIMLEY--HORN AND ASSOCIATES, INC. sm Ujiii, , A [I "QU K MIL K m 30 "IKLON I 1'AM 1 1• 1 PROJECT . LOCATION VICINITY scaLE I" _ SHEET INDEX FINAL SITE PLAN SHEET NUMBER SHEETTITLE CA-100 COVER SHEET CA-101 GENERAL NOTES CA-102 ALBEMARLE COUNTY GENERAL NOTES CA-103 SPECIAL USE PERMIT AND ACCESS MANAGEMENT EXCEPTION CV-101 EXISTING CONDITIONS CE-101 DEMOLITION, PHASE I E&SC PLAN, AND PPP EXHIBIT CS-101 SITE PLAN CS-201 SIGHT DISTANCE PLAN & PROFILE CS-501 SITE DETAILS CS-502 SITE DETAILS CS-503 SITE DETAILS CG-101 GRADING PLAN CG-501 STORMWATER PROFILES & CALCULATIONS CG-502 STORMWATER DETAILS CU-101 UTILITY PLAN CU-501 UTILITY PROFILES & DETAILS CU-502 UTILITY DETAILS CL-101 LIGHTING PLAN CL-501 LIGHTING DETAILS CL-502 LIGHTING DETAILS CP-101 PLANTING PLAN CP-501 PLANTING DETAILS SITE PLAN REVIEW STATUS SUBMIT DATE INITIALS REMARKS 04/05/2021 CBB 1ST ARB SUBMITTAL TO ALBEMARLE COUNTY 04/05/2021 CBB 1ST ISP SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST VSMP SUBMITTAL TO ALBEMARLE COUNTY .09/14/2021 CBB 2ND ARB SUBMITTAL TO ALBEMARLE COUNTY 09/14/2021 CBB 1ST FSP SUBMITTAL TO ALBEMARLE COUNTY 11 /19/2021 CBB 3RD ARB SUBMITTAL TO ALBEMARLE COUNTY 11 /19/2021 CBB 2ND FSP SUBMITTAL TO ALBEMARLE COUNTY 11 /19/2021 CBB 2ND VSMP SUBMITTAL TO ALBEMARLE COUNTY 12/10/2021 STM 4TH ARB SUBMITTAL TO ALBEMARLE COUNTY 12/29/2021 CBB 3RD FSP SUBMITTAL TO ALBEMARLE COUNTY 12/29/2021 CBB 3RD VSMP SUBMITTAL TO ALBEMARLE COUNTY 03/17/2022 STM 4TH VSMP SUBMITTAL TO ALBEMARLE COUNTY 02/09/2023 STM 4TH FSP SUBMITTAL TO ALBEMARLE COUNTY TOTAL NUMBER OF SHEETS: 22 inq) Sid Plan Submittal Type Reviewed and Approved by the CommZnity Dev ,lop enntt Department Date File# LL Signature WAWA INFORMATION BUILDING AREA: 6,049 SF BUILDING TYPE: W50 FB I VA CANOPY CONFIGURATION TRIPLE STACKED CANOPY TYPE: FLAT # OF MPD'S: 9 TYPE OF MPD'S: (9) 4+1 S.F. OF ASPHALT: 74,923 S.F. S.F. OF LAWN AREA: 20,380 S.F. S.F. OF MULCH AREA: 9,930 S.F. SITE STATISTICS PARCEL ID: 061WO-02-OA-00100 SITE ADDRESS: 1215 SEMINOLE TRAIL, CHARLOTTESVILLE, VA 22901 ZONED: C-1, COMMERCIAL MAGISTERIAL DISTRICT: RIO APPLICABLE OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED SPECIAL USE PERMIT: SP1991-00069 EXISTING USE: SERVICE REPAIR GARAGE PROPOSED USE: CONVENIENCE FOOD STORE WITH SERVICE STATION BUILDING SIZE: 6,049 SF BUILDING HEIGHT: 33 FT± TOTAL SITE AREA: 2.26 AC. TOTAL DISTURBED AREA: 2.62 AC. TOTAL IMPERVIOUS COVER: 1.74AC. ± (77%) OPEN SPACE: 0.52 AC. ± (23%) STEEP SLOPES: DISTURBED FLOOD ZONE: THIS PROPERTY APPEARS TO LIE IN FLOOD ZONE "X" AS SHOWN ON THE FLOOD INSURANCE RATE MAP, MAP COMMUNITY - PANEL NUMBER 51003CO278D EFFECTIVE DATE: FEBRUARY 4, 2005 WATER: ACSA - MECHUNK CREEK-RIVANNA RIVER WATER SUPPLY WATERSHED SEWER: ACSA SOURCE OF TOPOGRAPHY: TOPOGRAPHIC SURVEY WAS PERFORMED BYJENNING STEPHENSON, P.C. ON NOVEMBER 13, 2020 DATUM: HORIZONTAL CONTROL BASED UPON VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983 THE VERTICAL DATUM SHOWN HEREON IS BASED ON NAVD 1988 LATITUDE: 38°04'11"N LONGITUDE: 78°29'03"W RECEIVING WATER(S): RIVANNA RIVER - MEADOW CREEK VAHU6 CODE: JR14 BUILDING SETBACKS FRONT (SEMINOLE TRAIL): 10' MIN., NO MAX. FRONT (GREEN BRIER DRIVE): 10' MIN., N0 MAX. SIDE: NONE BACK: NONE PARKING SCHEDULE PARKING REQUIRED: 1 SPACE PER 100 SQUARE FEET OF RETAIL SALES AREA FOR THE FIRST 5,000 SF (RETAIL SALES AREA IS 80% OF GFA) PARKING CALCULATION: (6,049 SF x 0.80)/100 SF = 48 SPACES WAWA PARKING PROVIDED: 48 SPACES HANDICAP SPACES PROVIDED: 2SPACES REAR PARKING LOTTO BENEFIT 061WO-02-00-002BO 20 SPACES 061WO-02-00-002BO EXISTING PARKING 56 SPACES 061WO-02-00-002BO MAX. PARKING 78 SPACES 061WO-02-00-002BO PROPOSED PARKING 56 SPACES + 20 SPACES = 76 SPACES -rn n rrir nn-rn AM PEAK HOUR TRIP (ENTER/EXIT) 252/251 PM PEAK HOUR TRIP (ENTER/EXIT) 210/209 VEHICLE TRIPS PER WEEKDAY 5,068 APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNER/ZONING 2115 7023 ENGINEER INSPECTIONS ARB DEPARTMENT OF FIRE RE S CUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA :DEPAR'UIENT OF TRANSPORTATION HEALTH DEPARTMENT m w C) 0 N N U Q z> C) vi o wz �- O Q� c O VU Q I z O r- O z N cD _ QLd I I z�— O W >* �D 0 J O to :E w� }-wz 3: Y N � O � o0- N O N U RYA . PERKINS Li. No. 046565 02/o�/2023 , o*4 :ANAL ►— z 0 n -7:E n- r- O N O c LjjDO n 0 000 ry � \ � Q m m Q 0 O \ 0 m o Lj _ — N Liz � z U U w � = 11 V) 0 0 U Uj Uj Vj i SHEET NUMBER CA-1 00 U rj O � _, U_ U O U) Q c O L O Q O O a) n U V) U c 0 U O n c- C) c L O 1 T -0 C 0 S a a c U O U N .L_ O -0 U 0 c w F-- o l :� z �- __j +, Q � o w ' z 3: w U c o_ E I o Q -0 j .- co c- (1) O U) C U U c: V L.L O I--,' L 0 - U i L .0 L oCC L L C U Q) C Q)a L - a' O _0 Q) U) C) 1) 0) cc N _u ., a D 0- 0 a) L L_ Q I o 0 0 U 0 �: c � o Ll- c 00 Lo U n n c- U i > o U a. I U_ a ry U a cn E Q -� . Lo O 00 > N c N O o -U Q) r) C N � o .0 N V) o u >, .> L N L. `+- -0 O Q) I c V) D w �_f- o c z - o cn C:� a w z c w c; m Q) .c o _u i Q U U) O V, c 0 U, J •U) q) U c- -U y c a cn Q � O N U Q) o _F_ U co N c Q) _F_• Q _> Q) L 41 Q) V) ,- � °' 0 0 L U U _: Q) a L m O -p O Q)-0 U) o CONSTRUCTION STANDARDS 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM WITH THESE DRAWINGS, PROJECT SPECIFICATIONS, WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: A. ALBEMARLE COUNTY CONSTRUCTION STANDARDS AND SPECIFICATIONS B. ACSA GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS C. VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS D. VDOT ROAD AND BRIDGE STANDARDS E. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) F. VIRGINIA WORK AREA PROTECTION MANUAL. G. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (VESCH) H. VIRGINIA DEPARTMENT OF HEALTH (VDH) SPECIFICATIONS CONSTRUCTION NOTES 1. ALL CONSTRUCTION SHALL CONFORM WITH APPLICABLE STATE (INCLUDING VDOT) AND LOCAL CONSTRUCTION STANDARDS AS IDENTIFIED IN THESE PLANS. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND LICENSES AND MAINTAIN COPIES OF THEM ON -SITE AT ALL TIMES DURING CONSTRUCTION. THE CONTRACTOR SHALL MAINTAIN A SET OF CONSTRUCTION DOCUMENTS, SPECIFICATIONS, AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) ON -SITE AT ALL TIMES DURING CONSTRUCTION. 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DRAWINGS AND SPECIFICATIONS ASSOCIATED WITH THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION. SHOULD THE CONTRACTOR FIND A CONFLICT WITH THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE CODES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PROJECT ENGINEER OF RECORD IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY THE CONTRACTOR TO NOTIFY THE PROJECT ENGINEER SHALL CONSTITUTE ACCEPTANCE OF FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK AS DEFINED BY THE DRAWINGS AND IN FULL COMPLIANCE WITH LOCAL REGULATIONS AND CODES. 3. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 4. ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES," MOST CURRENT REVISION OR AS OTHERWISE SPECIFIED. ALL REFERENCED SIGN STANDARDS ARE TAKEN FROM THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL NEW SIGNS SHALL BE MOUNTED ON GALVANIZED POSTS AND IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES ASSOCIATED WITH THE PROJECT WORK SCOPE DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA © 811 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. 6. ANY DAMAGE OCCURRING TO THE EXISTING SITE INFRASTRUCTURE ON THIS OR THE ADJACENT SITE DURING THE CONSTRUCTION OPERATIONS AND/OR MOBILIZATION, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL EXISTING DAMAGED ITEMS INCLUDING CONCRETE AND/OR PAVEMENT SECTIONS SHALL BE RESTORED TO THEIR ORIGINAL CONDITIONS PRIOR TO PROJECT COMPLETION AT THE EXPENSE OF THE CONTRACTOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING WITH MATCHING MATERIALS ANY PAVEMENT, DRIVEWAYS, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION INSIDE AND OUTSIDE OF THE LIMITS OF CONSTRUCTION. 8. ANY AND ALL UTILITIES AND/OR OBSTRUCTIONS (POWER POLES, TELEPHONE PEDESTALS, GUY WIRES, WATER METERS, ETC.) THAT ARE REQUIRED TO BE RELOCATED OR ADJUSTED DUE TO CONSTRUCTION SHALL BE DONE SO AT THE OWNERS/DEVELOPERS EXPENSE. 9. SLOPES WITHIN THE LIMITS OF THE HANDICAPPED PARKING AREAS SHALL NOT EXCEED 1.5% IN ANY DIRECTION. CROSSWALKS AND SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.5% AND A MAXIMUM LONGITUDINAL SLOPE OF 5% IN DIRECTION OF TRAVEL. SLOPES IN HANDICAP RAMPS SHALL BE BUILT IN CONFORMANCE WITH ILATEST ADA CRITERIA AND LOCAL DESIGN STANDARDS. 10. THE CONTRACTOR IS RESPONSIBLE TO REMOVE ALL THE REMOVED/DEMOLISHED MATERIAL FROM THE PROJECT SITE AND DISPOSE OF SAME IN A LEGAL MANNER. 11. TYING TO EXISTING PAVEMENT: EXISTING PAVEMENT SHALL BE NEATLY SAW CUT TO A STRAIGHT LINE AND ALL PAVING ON THE NEW PAVEMENT SIDE OF THE CUT SHALL BE COMPLETELY REMOVED AND REPLACED WITH SPECIFIED MATERIALS. THE CUT LINE SHALL BE FULL -DEPTH AND COATED WITH A TACK COAT TO FURNISH A BOND BETWEEN THE EXISTING SURFACE COURSE AND THE NEW SURFACE COURSE. VDOT GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION'S ROAD AND BRIDGE SPECIFICATIONS, ROAD AND BRIDGE STANDARDS AND VIRGINIA WORK AREA PROTECTION MANUAL. 2. LAND USE PERMITS (LUP) SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT-OF-WAY (INCLUDING ACCESS). 3. VDOT REQUIRES NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. PLEASE CONTACT THE APPROPRIATE PERMIT OFFICE IN WHICH YOUR PROPOSED ACTIVITIES ARE TO OCCUR. 4. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING AND MAINTENANCE OF TRAFFIC PLAN FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT, THE PLAN SHALL ACCOMMODATE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT-OF-WAY. 5. WORK ZONES - THE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY ANTICIPATED LANE/SHOULDER CLOSURES ON ROADWAYS CLASSIFIED AS COLLECTOR ROADS OR HIGHER. YOU DO NOT NEED TO CALL TO ACTIVATE YOUR WORK ZONE UNTIL YOU PLACE THE FIRST CONE OR SIGN IN YOUR WORK ZONE. REQUESTS FOR THE IMPLEMENTATION OF TEMPORARY LANE AND SHOULDER CLOSURES MUST BE ENTERED INTO THE VDOT LANE CLOSURE ADVISORY MANAGEMENT SYSTEM (LCAMS) AND VATRAFFIC A MINIMUM OF ONE WEEK PRIOR TO THE PLANNED EXECUTION OF LANE OR SHOULDER CLOSURE ACTIVITIES ON STATE MAINTAINED ROADWAYS. THE PERMITTEE OR THEIR CONTRACTOR MAY ENTER THEIR REQUESTS DIRECTLY OR PROVIDE WRITTEN REQUESTS TO THE CENTRAL REGION TRAFFIC OPERATIONS CENTER (TOC), 804-796-4520, APRIL DABNEY, LANE CLOSURE COORDINATOR, OR MAILTO: APRIL.DABNEY®VDOT.VIRGINIA. GOV WITH "LANE CLOSURE REQUEST IN THE SUBJECT LINE, 6. PERMITTEE MUST NOTIFY VIRGINIA DEPARTMENT OF TRANSPORTATION TOC WHEN THERE IS A CRASH IN A WORK ZONE AT 804-796-4520. 7. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE DEVELOPER'S ENGINEERING CONSULTANT AND VERIFY THE APPROVAL OF THE PLANS BY ALL APPLICABLE FEDERAL, STATE AND LOCAL AGENCIES. 8. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE DEVELOPER'S ENGINEERING CONSULTANT IMMEDIATELY 1F LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL "MISS UTILITY" AT 811. THE DEVELOPER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT. _ 9. THE PERMITTEE OR THEIR AGENT MUST CONTACT THE VDOT CUSTOMER SERVICE CENTER AT 1-800-367-7623 A MINIMUM OF 48 HOURS PRIOR TO INITIATING ANY PLANNED EXCAVATION WITHIN 1,000 FEET OF A SIGNALIZED INTERSECTION AND/OR NEAR VDOT ITS INFRASTRUCTURE. EXCAVATION MAY PROCEED ONLY AFTER THE VDOT REGIONAL UTILITY LOCATION AGENT HAS NOTIFIED THE PERMITTEE THAT THE UTILITY MARKING HAS BEEN COMPLETED. ADDITIONAL INFORMATION CAN BE FOUND AT: HTTP://WWW.VIRGINIADOT.ORG/BUSINESS/RESOURCESAM/TE-383 REQUEST FOR MARKING VDOT UTILITY LOCATION.PDF "MISS UTILITY" DOES NOT LOCATE VDOT UTILITIES. 10. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATER LINES, ETC., PRIOR TO CONSTRUCTION. 11. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND FIELD CHANGES FROM THE APPROVED PLANS SHALL BE RE -SUBMITTED TO VDOT FOR APPROVAL PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE PROPOSED REVISION ALONG WITH DRAINAGE CALCULATIONS WHEN APPROPRIATE. 12. VDOT APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM BASED ON FIELD CONDITIONS OR UNAPPROVED PLAN CHANGES. 12. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAW CUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 13. THESE PLANS ARE BASED ON INFORMATION PROVIDED TO KIMLEY-HORN & ASSOCIATES, INC. AT THE TIME OF PLAN PREPARATION. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY KIMLEY-HORN & ASSOCIATES, INC. IF ACTUAL SITE CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLAN, OR IF THE PROPOSED WORK WOULD BE INHIBITED BY ANY OTHER SITE FEATURES. 14. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 15. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER AND OWNER IN WRITING IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 16. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL/BUILDING PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF ENTRY/EXIT POINTS, ELEVATIONS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY LOCATIONS. 17. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES CONTAINED THEREON, WITHOUT FIRST OBTAINING WRITTEN AUTHORIZATION FOR SUCH DEVIATIONS FROM THE OWNER AND ENGINEER, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM. THE CONTRACTOR SHALL INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ALL SUCH COSTS TO CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. 18. BRACING OF UTILITY POLES MAY BE REQUIRED BY UTILITY COMPANIES WHEN TRENCHING OR EXCAVATION IS IN CLOSE PROXIMITY TO THE POLES. THE COST OF BRACING POLES WILL BE BORNE BY THE CONTRACTOR. THERE IS NO SEPARATE PAY ITEM FOR THIS WORK. THE COST IS INCIDENTAL TO THE VARIOUS PAY ITEMS FOR INSTALLATION OF PIPE. 19. ALL EXISTING TRAFFIC AND STREET SIGNS DISTURBED SHALL BE REINSTALLED WHERE APPLICABLE BY THE CONTRACTOR. 20. UNLESS THE PLANS SPECIFICALLY DICTATE TO THE CONTRARY, ON -SITE AND OTHER DIRECTIONAL SIGNS SHALL BE LOCATED OUT OF THE PEDESTRIAN AND AUTOMOBILE ROUTES AND SHALL BE LOCATED BETWEEN THREE TO FIVE FEET BEHIND THE NEAREST BACK OF CURB. SIGN HEIGHT, LOCATION, AND STRUCTURE SHALL BE SUCH THAT THE SIGNS POSE NO THREAT TO PUBLIC SAFETY. DEMOLITION / LAND DISTURBANCE NOTES 1. PRIOR TO STARTING ANY DEMOLITION CONTRACTOR IS RESPONSIBLE FOR/TO: A. ENSURING THAT COPIES OF ALL APPLICABLE PERMITS AND APPROVALS ARE MAINTAINED ON SITE AND AVAILABLE FOR REVIEW. B. INSTALLING THE REQUIRED SOIL EROSION AND SEDIMENT CONTROL AND/OR TREE PROTEC"fiON MEASURES PRIOR TO SITE DISTURBANCE. C. LOCATING (VERTICALLY AND HORIZONTALLY) ALL UTILITIES AND SERVICES, INCLUDING, BUT NOT LIMITED TO GAS, WATER, ELECTRIC, SANITARY AND STORM SEWER, TELEPHONE, CABLE, FIBER OPTIC CABLE, ETC. WITHIN THE LIMITS OF DISTURBANCE. THE CONTRACTOR SHALL USE AND COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY NOTIFICATION SYSTEM TO LOCATE ALL THE UNDERGROUND UTILITIES. D. FAMILIARIZING THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION REQUIRED FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. E. COORDINATION WITH UTILITY COMPANIES & ADJACENT LANDOWNERS/BUSINESSES REGARDING WORKING "OFF-PEAK" HOURS OR ON WEEKENDS AS MAY BE REOUIRED TO MINIMIZE THE IMPACT ON THE AFFECTED PARTIES. 2. NEITHER KIMLEY-HORN & ASSOCIATES, INC. NOR THE OWNER IS RESPONSIBLE FOR JOB SITE SAFETY OR SUPERVISION. CONTRACTOR IS TO PROCEED WITH THE DEMOLITION IN A SYSTEMATIC AND SAFE MANNER, FOLLLOWING ALL OSHA REQUIREMENTS, TO ENSURE PUBLIC AND CONTRACTOR SAFETY. 13. VDOT APPROVAL OF THESE PLANS WILL EXPIRE FIVE (5) YEARS FROM THE DATE OF APPROVAL FOR SITE PLANS AND SUBDIVISION PLANS IF CONSTRUCTION HAS NOT STARTED. 14. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX 1V SHALL BE INCLUDED WITH THE INITIAL PLAN SUBMITTAL FOR EACH PROPOSED PAVEMENT SECTION UTILIZING THE PREDICTED SOIL SUPPORT VALUE SHOWN IN APPENDIX I OF THE PAVEMENT DESIGN GUIDE OR AS REPORTED IN A GEOTECHNICAL ANALYSIS OF THE ON -SITE SOILS. 15. A COPY OF THE COMPLETE CBR REPORT SHALL BE SUBMITTED TO VDOT IN CONJUNCTION WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITION OF PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. 16. ALL VEGETATION AND ORGANIC MATERIAL SHALL BE REMOVED FROM THE RIGHT OF WAY LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 17. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE DEVELOPER OR HIS DESIGNEE, WHICH MAY BE THE CONTRACTOR, SHALL IMMEDIATELY ENGAGE A GEOTECHNICAL ENGINEER AND NOTIFY VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GEOTECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS, 18. THE NECESSITY AND LOCATIONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS SHALL BE DETERMINED AT TIME OF SUBGRADE INSPECTION, VIDEO INSPECTION OF ACCESSIBLE OUTLET LOCATIONS, MAINLINE LONGITUDINAL CONNECTIONS, AND LONGITUDINAL PIPE FOR ALL PAVEMENT UNDERDRAINS, CROSS DRAINS, EDGEDRAINS AND PREFABRICATED GEOCOMPOSITE PANEL DRAINS SHALL BE CONDUCTED IN ACCORDANCE WITH SECTION 501 OF THE ROAD AND BRIDGE SPECIFICATIONS AND VIRGINIA TEST METHOD 108 - POST INSTALLATION INSPECTION OF UNDERDRAINS, CROSSDRAINS, AND EDGEDRAINS. 19. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF THE AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPECTION 48 HOURS PRIOR TO SCHEDULING PLACEMENT OF AGGREGATE BASE COURSE(S). 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECASTED WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS, 21. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSES) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ASPHALT CONCRETE SURFACE COURSE(S). CONTACT VDOT FOR INSPECTION OF THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A LICENSED GEOTECHNICAL ENGINEER OR HIS DESIGNEE SHALL ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. 23. VDOT SHALL BE PROVIDED DOCUMENTATION BY A LICENSED GEOTECHNICAL ENGINEER, CERTIFYING THAT ALL IN -PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE OF THE STREET. CORES ARE TO BE OBTAINED VERIFYING PAVEMENT THICKNESS UNLESS OTHERWISE DIRECTED BY VDOT. THE PERMIT'S INSPECTOR SHALL BE CONTACTED 24 HOURS PRIOR TO THE CORE SAMPLES BEING TAKEN. 24. ALL STORM SEWER DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH LATEST VDOT DRAINAGE MANUAL, ROAD AND BRIDGE STANDARDS, AND IIMS. 25. ALL PRE -CAST UNITS SHALL BE VDOT APPROVED. CERTIFICATION AND VDOT STAMP IS REQUIRED ON ALL UNITS. 26. ALL CONCRETE SHALL BE CLASS A3-AE (AIR ENTRAINED 3,000 PSI) UNLESS OTHERWISE SPECIFIED. 27. ALL ROADSIDE DITCHES SHOWN AS PAVED ON PLANS ARE TO BE PAVED IN ACCORDANCE WITH THE STANDARD TYPICAL SECTION AS SHOWN ON THE PLANS. ANY ADDITIONAL PAVING OF THE DITCHES, 3. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS" NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF EXISTING STRUCTURES, AND ANY OTHER IMPROVEMENTS THAT ARE REMAINING ON OR OFF SITE. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR ALL REPAIRS OF DAMAGE TO ALL ITEMS THAT ARE TO REMAIN AS A RESULT OF HIS ACTIVITIES. 4. IN THE ABSENCE OF SPECIFICATIONS, THE CONTRACTOR SHALL PERFORM EARTH MOVEMENT ACTIVITIES, DEMOLITION AND REMOVAL OF ALL FOUNDATION WALLS, FOOTINGS, AND OTHER MATERIALS WITHIN THE LIMITS OF DISTURBANCE WITH DIRECTION BY OWNER'S STRUCTURAL OR GEOTECHNICAL ENGINEER. 5. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AND GENERALLY ACCEPTED SAFE PRACTICES IN CONFORMANCE WITH: THE "MANUAL ON UNIFORM TRAFFIC CONTROL," AS WELL AS FEDERAL, STATE, AND LOCAL REGULATIONS WHEN DEMOLITION RELATED ACTIVITIES IMPACT ROADWAYS OR ROADWAY RIGHTS - OF - WA Y. 6. CONDUCT DEMOLITION ACTIVITIES IN SUCH A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE GOVERNMENTAL AUTHORITY. 7. USE DUST CONTROL MEASURES TO LIMIT AIRBORNE DUST AND DIRT RISING AND SCATTERING IN THE AIR IN ACCORDANCE WITH FEDERAL, STATE, AND/OR LOCAL STANDARDS. AFTER THE DEMOLITION IS COMPLETE, ADJACENT STRUCTURES AND IMPROVEMENTS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE DEMOLITION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR "PRE -DEMOLITION" CONDITION. 8. CONTRACTOR IS RESPONSIBLE TO SAFEGUARD SITE AS NECESSARY TO PERFORM THE DEMOLITION IN SUCH A MANNER AS TO PREVENT THE ENTRY OF UNAUTHORIZED PERSONS AT ANY TIME. 9. THIS DEMOLITION PLAN IS INTENDED TO IDENTIFY THOSE EXISTING ITEMS/CONDITIONS WHICH ARE TO BE REMOVED. IT IS NOT INTENDED TO PROVIDE DIRECTION OTHER THAN THAT ALL METHODS AND MEANS ARE TO BE IN ACCORDANCE WITH STATE, FEDERAL, LOCAL, AND JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OSHA AND OTHER SAFETY PRECAUTIONS NECESSARY TO PROVIDE A SAFE WORK SITE, 10. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL DEMOLITION WASTES AND DEBRIS (SOLID WASTE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND APPLICABLE CODES. DRAINAGE / STORMWATER NOTES 1. ALL STORM SEWER PIPES, MANHOLES, AND CURB INLETS SHALL BE CLEANED OF DEBRIS AND ERODED MATERIALS AT THE LAST STAGES OF CONSTRUCTION. 2. STORM DRAIN PIPE AND FLARED END SECTIONS ARE TO BE FURNISHED AND INSTALLED IN ACCORDANCE WITH SECTION 302 OF VDOT ROAD AND BRIDGE SPECIFICATIONS AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION C-76 FOR REINFORCED CONCRETE CULVERT AND STORM DRAIN PIPE. ALL PIPE FOR STORM DRAINS SHALL BE REINFORCED CONCRETE CLASS III UNLESS INDICATED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL USE A PREFORMED FLEXIBLE PLASTIC SEALING COMPOUND OF BUTYL MASTIC ROPE SEALER - 1" SIZE, "EZ STICK" AS MANUFACTURED BY CONCRETE PRODUCTS SUPPLY OR AN APPROVED EQUAL FOR SEALING WATER -TIGHT JOINTS. VERTICAL CLEARANCE OF 12" BETWEEN STORM AND OTHER UTILITIES IS REQUIRED UNLESS OTHERWISE NOTED. 3. ALL EXISTING STORM SEWER PIPES, DROP INLETS, AND CURB INLETS BEING UTILIZED BY A PART OF THE DRAINAGE SYSTEM SHALL BE CLEANED OF ERODED MATERIAL AT ALL STAGES OF CONSTRUCTION, AS DIRECTED BY THE ENGINEER. THE COST INCIDENTAL TO THIS IS TO BE INCLUDED IN THE CONTRACT PRICE FOR THE OTHER DRAINAGE ITEMS. 4. STORM SEWER PIPES AS SHOWN ON THE PLANS ARE MEASURED FROM THE CENTERLINE OF EACH STRUCTURE AND INVERT ELEVATIONS ARE ESTABLISHED BASED ON THIS CENTER LINE DISTANCE. LENGTH CALL OUTS FOR PIPES WITH FLARED END SECTIONS WILL BE MEASURED TO THE JOINT. CONTRACTOR SHALL LOCATE ALL END SECTIONS TO MATCH THE BANK SLOPE AND THE PIPE SLOPE SHALL BE ADJUSTED AS NECESSARY. 5. BOOT CONNECTIONS SHALL BE PROVIDED FOR ALL PLASTIC PIPES THAT TIE INTO A CONCRETE STRUCTURE. 6. GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES HAVING UNDERGROUND UTILITIES ON SITE OR IN RIGHT-OF-WAY PRIOR TO EXCAVATION. CONTRACTOR SHALL CONTACT UTILITY LOCATING COMPANY AND LOCATE ALL UTILITIES PRIOR TO GRADING START. SEE EXISTING CONDITIONS SHEET FOR UTILITY CONTACT INFORMATION. 7. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY APPLICABLE AUTHORITY. 8. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED AND LOCATED BY THE GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 9. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR EXISTING DRAINAGE INLETS OR SHEET FLOW OVERLAND. 10. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE GENERAL V.S.M.P. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 11. ALL DRAINAGE STRUCTURES AND STORM SEWER PIPES SHALL MEET HEAVY DUTY TRAFFIC (H20) LOADING AND BE INSTALLED ACCORDINGLY. OTHER THAN THOSE SHOWN ON THE ROAD PLANS WILL BE DETERMINED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 28. ROAD & BRIDGE SPECIFICATIONS SECTION 302, DRAINAGE STRUCTURES ADDRESSES POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION OF STORM SEWER PIPES AND PIPE CULVERTS. INSPECTION FREQUENCY SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND/OR AS NECESSITATED BY THE ENGINEER. VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VIRGINIA TEST METHOD (VTM) 123, POST INSTALLATION INSPECTION OF BURIED STORM SEWER PIPE AND PIPE CULVERTS. 29. A CONSTRUCTION ENTRANCE SHALL BE INSTALLED ON EACH INDIVIDUAL LOT PRIOR TO ANY LOT GRADING OR HOME CONSTRUCTION ACTIVITIES AND SHALL BE ADEQUATELY MAINTAINED UNTIL ALL CONSTRUCTION TRAFFIC AREAS WITHIN THE LOT HAVE BEEN STABILIZED. 30. ALL ENTRANCES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. RESIDENTIAL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: • ALL DRIVEWAY ENTRANCES AND ENTRANCE CULVERTS SHALL CONFORM TO PE-1 PRIVATE ENTRANCE STANDARDS UNLESS OTHERWISE APPROVED BY VDOT. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF A PROPERTY CORNER. VDOT STANDARD CG-9D ENTRANCES SHALL BE USED WHEN AN ENTRANCE IS REQUIRED IN CURB AND GUTTER NEIGHBORHOODS UNLESS OTHERWISE APPROVED BY VDOT. 31. DRY GUTTER IS NOT ALLOWED IN VDOT RIGHT OF WAY EXCEPT AS SHOWN ON VDOT'S ENTRANCE STANDARD DETAILS. 32. THE DEVELOPER SHALL FURNISH AND INSTALL STOP SIGNS AND STOP BARS AT STREET - INTERSECTIONS AND ALL REGULATORY SIGNAGE PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. ALL SIGNS MUST BE INSTALLED ON VDOT STANDARD STP-1 SIGN POSTS. 33. INSTALLATION, MAINTENANCE AND OPERATION OF STREET LIGHTING SHALL BE PROVIDED BY AND AT THE SOLE EXPENSE OF OTHERS. VDOT WILL ALLOW LIGHTING WITHIN THE RIGHT OF WAY BY LUP ONLY. LIGHTING ON CURB SECTIONS SHALL BE PLACED BEHIND THE CURB AND PREFERABLY BEHIND THE SIDEWALK. FOR SHOULDER SECTIONS, THE POLE SHALL BE PLACED A MINIMUM OF. 10' FROM EDGE OF PAVEMENT AND BEHIND THE DITCH LINE. ALL LIGHTING PROPOSED WITHIN THE RIGHT OF WAY MUST BE DESIGNED IN ACCORDANCE WITH THE AASHTO GUIDE FOR ROADWAY LIGHTING 'AND SHALL MEET THE CURRENT ILLUMINATING ENGINEERING SOCIETY OF NORTH AMERICA (IESNA) STANDARDS. 34. TRAFFIC SIGNALS REQUIRE AN INDIVIDUAL LAND USE PERMIT. THE APPLICANT SHALL BE RESPONSIBLE FOR THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION OF EXISTING SIGNALS. DESIGN PLANS MUST BE PREPARED AND SUBMITTED TO VDOT- BY A LICENSED PROFESSIONAL ENGINEER FOR REVIEW AND APPROVAL. THIS INCLUDES THE FOUNDATION DESIGN AND ANY EQUIPMENT ASSOCIATED WITH THE COMPLETED TRAFFIC SIGNAL. ALL EQUIPMENT MUST BE APPROVED BY VDOT. SHOP DRAWINGS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATING ANY SIGNAL STRUCTURAL COMPONENTS, 35. SOIL STABILIZATION IS REQUIRED WITHIN 7 DAYS FOR ALL AREAS WHERE CLEARING, GRADING, EXCAVATION OR OTHER LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WHERE LAND DISTURBANCE ACTIVITIES HAVE BEEN TEMPORARILY SUSPENDED FOR AN ANTICIPATED DURATION OF GREATER THAN 7 DAYS, OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIED AREA. SOIL STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE, BUT NOT LATER THAN THE SEVEN DAYS FOLLOWING THE DAY WHEN LAND DISTURBING ACTIVITIES TEMPORARILY OR PERMANENTLY CEASED. 36. NO STRUCTURE SHALL BE CONSTRUCTED ON STATE MAINTAINED RIGHTS OF WAY, OR ON RIGHT OF WAYS INTENDED TO BE MAINTAINED BY VDOT UNLESS SAID STRUCTURES ARE SHOWN ON CONSTRUCTION PLANS APPROVED BY VDOT OR SUCH STRUCTURES ARE COVERED BY A VDOT LAND USE PERMIT (OR BY A LETTER OF INTENT FROM THE RESIDENT ADMINISTRATOR/RESIDENT ENGINEER TO ISSUE SAID PERMIT AT THE TIME OF STATE ACCEPTANCE). 12. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 13. AFTER PLACEMENT OF SUBGRADE AND PRIOR TO PLACEMENT OF PAVEMENT, CONTRACTOR SHALL TEST AND OBSERVE PAVEMENT AREAS FOR EVIDENCE OF PONDING. ALL AREAS SHALL ADEQUATELY DRAIN TOWARDS THE INTENDED STRUCTURE TO CONVEY STORM RUNOFF. CONTRACTOR SHALL IMMEDIATELY NOTIFY OWNER AND ENGINEER IF ANY DISCREPANCIES ARE DISCOVERED. UTILITY NOTES 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES OR UTILITIES BY OTHERS AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND IS RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR PROJECT. THE CONTRACTOR SHALL PROVIDE THE OWNER WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH JURISDICTION AND UTILITY COMPANY REQUIREMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT BUILDING UTILITY CONNECTION LOCATIONS, DOOR ACCESS, AND EXTERIOR GRADING. THE UTILITY SERVICE SIZES ARE TO BE DETERMINED BY THE ARCHITECT. THE CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES/SERVICES WITH THE INDIVIDUAL COMPANIES, TO AVOID CONFLICTS AND ENSURE PROPER DEPTHS ARE ACHIEVED. THE JURISDICTION UTILITY REQUIREMENTS SHALL ALSO BE MET, AS WELL AS COORDINATING THE UTILITY TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO THE EXISTING UTILITY/SERVICE. WHERE CONFLICTS EXIST WITH THESE SITE PLANS, ENGINEER IS TO BE NOTIFIED PRIOR TO CONSTRUCTION TO RESOLVE. 4. THE CONTRACTOR SHALL PERFORM WHATEVER TEST EXCAVATION OR OTHER INVESTIGATION IS NECESSARY TO VERIFY TIE-IN INVERTS, LOCATIONS AND CLEARANCES, AND SHALL REPORT IMMEDIATELY ANY DISCREPANCIES TO KIMLEY- HORN AND ASSOCIATES, INC. AT (804) 673-3882. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 6. MAINTAIN A MINIMUM OF 18" OF VERTICAL CLEARANCE BETWEEN STORM, SANITARY, AND ALL UTILITIES (UNLESS OTHERWISE NOTED). 7. CROSS CONNECTION CONTROL AND BACK FLOW PREVENTION SHALL BE IN ACCORDANCE WITH THE UNIFORM STATEWIDE BUILDING CODE. 8. CONTRACTOR SHALL COORDINATE WITH THE FIRE MARSHAL BEFORE INSTALLING FIRE LANE SIGNS AND MARKINGS. 9. ALL CLEANOUTS WITHIN VEHICULAR AREAS SHALL BE TRAFFIC BEARING. 10. CONTRACTOR SHALL SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT AS NECESSARY TO INSTALL UNDERGROUND ELECTRIC, TELEPHONE, SANITARY SEWER, WATER, AND COMMUNICATION CONDUITS. 11. UNDERGROUND UTILITIES INSTALLED ON PRIVATE PROPERTY OR IN PRIVATE UTILITY EASEMENTS AND BUILDING RELATED STORM DRAINS SHALL BE DESIGNED AND INSTALLED PER THE CURRENT EDITION OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. 12. PROPOSED CROSSINGS WITH EXISTING UNDERGROUND UTILITIES SHALL_ BE FIELD VERIFIED BY TEST PIT PRIOR TO COMMENCEMENT OF CONSTRUCTION. 13. THE RIM ELEVATIONS OF EXISTING MANHOLES, INLET STRUCTURES, AND SANITARY CLEANOUT TOPS SHALL BE ADJUSTED, IF REQUIRED, TO MATCH PROPOSED GRADES IN ACCORDANCE WITH ALL APPLICABLE STANDARDS. 14. ALL WATER, SEWER AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METERS)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. TRAFFIC CONTROL NOTES 1. WHENEVER CONSTRUCTION OPERATIONS ENCROACH ON THE RIGHT -OF WAY OF ADJACENT ROADWAYS, TRAFFIC CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH LOCAL AND STATE STANDARDS. 2. NO MATERIALS OR EQUIPMENT SHALL BE STORED OR STOCKPILED WITHIN THE RIGHT-OF-WAY OF ADJACENT ROADWAYS. 3. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR COMPLETING AND IMPLEMENTING TRAFFIC CONTROL PLAN. BUILDING INSPECTION NOTES: 1. ACCESSIBLE PARKING SPACES, ACCESS ISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI A117.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 2. ALL WATER, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE LOCATED ON PRIVATE PROPERTY MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 3. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X131. ALL CONSTRUCTION METHODS AND MATERIAL SHALL CONFORM TO THESE DRAWINGS, PROJECT SPECIFICATIONS, STANDARDS WITH ALL CURRENT APPLICABLE CODES, AND, UNLESS OTHERWISE SPECIFIED, WITH THE CURRENT EDITIONS AND LATEST REVISIONS OF THE FOLLOWING REFERENCE DOCUMENTS: • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE SPECIFICATIONS • VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD & BRIDGE STANDARDS • MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) O VIRGINIA SUPPLEMENT TO THE MUTCD INSTRUCTIONAL AND INFORMATIONAL MEMORANDA (IIM) VIRGINIA WORK AREA PROTECTION MANUAL SPECIFIC STANDARDS AND DETAILS FROM THE CURRENT AND OR REVISED VERSION OF THE 2016 VDOT ROAD AND BRIDGE STANDARDS INCLUDE: . . - WP-2 (ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC) - CC-11 (METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS ANb COMMERCIAL ENTRANCES) - CC-12 (DETECTABLE WARNING SURFACE - TYPE B (PARALLEL) APPLICATION) - CG-6 (COMBINATION 6" CURB AND GUTTER) - MH-1 (STANDARD MANHOLE FRAME AND COVER) - MH-1 (MANHOLE FOR 12"-48" PIPE CULVERTS) - IS-1 (STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS) - DI-3A, 36, 3C (STANDARD CURB DROP INLET - 12"-30" PIPE: MAXIMUM DEPTH (H)=8') - DI-1 (STANDARD DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=10') - PB-1 (INSTALL. OF PIPE CULVERTS AND STORM SEWERS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A") - ST-1 (STANDARD STEP) - DI-2A, 2B, 2C (STANDARD CURB DROP INLET - 12"-24" PIPE: MAXIMUM DEPTH (H)=9') - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM)) - GR-2, 2A (STANDARD BLOCKED -OUT W-BEAM GUARDRAIL (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS)) I n V) z O w ry 6 z 0 cm N N ci Q z> 0 cn o wz t- O = F N oV 00 O (n � '�"'U <C I 0 � z ry 0 0 r- O z N co `L I _ I LJ zE=ow >% Of D 00 0"" J � :E aj>-wz3i O= J� 3: � vommmm :�i�a- rlf')J N � 0� N O_ T) n 0 N ,LT �I 0� P. ®^� �, r1�4 U RYA . PERKINS � L 1IC. No. 0455655 02./09/.0z, 1��)� - �_ _ O D O O N u= 000 n- � CLn \ o� v� Q m m m °� Q r � Q w w r- � `- w Q z z Q � w (n 0 0 U 0 2� SHEET NUMBER CA-1 01 Q > U m N 41 Ld O C L O E Y O 41 z O co W U U Q o z Q U L O I N U ¢ Z Y w�Z � o ¢� Q V� o 0 o Q� I z ry -a ^,Mh, 0O � O Z N co = U �( W w o Z�- O W z D CO _J � ° O V) J�=� 0 >- W 'S i :2-n-� nJ N N 1S o NQ O U Q Ln -c o o ¢ E N i� V o � �� L TH 0 all o ®«�► '�� ' RYA . PERKINS N IC. No. 046565 Q) o o �4 �'L�O J�2023 L E O AL O o z n � a.. D � � � �- �o O N O tz O 00 W N co L n 0 0 Q o m m 0 0 _ N W v r U V) o o v � � ¢ cn w UI-C U U Fy / L O C U Ln o N p N 0 O 0 W& U U N ' O Q) N U) o L L O o .� Go f M [Y U w z U o z o Q U w r w a m N O I ¢ �... U cn 4-% � � Q-- o U) W >_ U U O s O 0U LiJ (- J n 3 0 a� ctCY <L a o W U E �- m SHEET NUMBER U O ("� 4-1 __J'CQ CA-1 a Albemarle County Engineering Albemarle County Engineering Albemarle County Engineering Final Plan General Notes Final Plan General Notes Final Plan General Notes Page 1 of 4 Page 2 of 4 Page 3 of 4 ALBEMARLE. COUNTY of pavement to the face of guardrail, and roadway shoulder widths shall be increased to 6. The contractor is responsible for installation of any additional erosion control measures FINAL PLAN GENERAL NOTES seven (7) feet. necessary to prevent erosion and sedimentation as determined by the plan approving 5. Where urban cross sections are installed, all residential driveway entrances shall conform authority. General Construction Notes to VDOT CG-9(A, B or Q. 7. All disturbed areas are to drain to approved sediment control measures at all times during 6. Where rural cross sections are installed, all residential driveway entrances shall conform to land disturbing activities and during site development until final. stabilization is achieved. 1. Prior to any construction within any existing public right-of-way, including connection to VDOT standard PE-1. 8. During dewatering operations, water will be pumped into an approved filtering device. any existing road, apermit shall be obtained from the Virginia Department of 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as 9. The contractor shall inspect all erosion control measures periodically and after each rc�noff- Transportaton (VDOT). This plan as drawn may not accurately reflect the requirements of shown on the typical pavement section detail, shall be strictly adhered to. producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the permit. Where any discrepancies occur the requirements of the permit shall govern. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the erosion control devices shall be made immediately. 2. All materials and construction methods shall conform to current specifications and the final plat for this project expire prior to signing and recordation, then approval of these 10. All fill material to be taken from an approved, designated borrow area. standards of VDOT unless otherwise noted. plans shall be null and void. 11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform materials only, free of roots, stumps, wood, rubbish, and other debris. erosion control plan and shall be insta U C N ° V O V) W Q C ° C o, o � I z 0 °' Fz .E n Y w U o x w I— z o w w C� o Q z Q cn — w to U U � Q 0 z Q) Q I-- V O V) lY (n u Q n C w ° V) o J = _Q T U a) w a Y 0 I .0 U a V) ° o ° W ° .o /0 C) Q U o0 L 7 Q) ° C D o o N � O w � U O o I � 0 0 r / o CJ � U o C C .° s_ I Q) co 0 L r� .E >° U o to rr Q / o Df Q) s_ ° E Q� r� to ° 00 3: N N 0 V 3 N L 0 0 N 0 L � C)C Q) 0 �0 Q L z Q O i--- n U w Q) C)a x w r- z �- w ° >, w � C) O Q z Q V w rn U Q U Q L z o � F n w V) .� J O Q rn U ° w � w •Q) L 0 13 Q C U ai a� O J Ell a� C Q) Q) C- o � U V O C N � Q •s V (D a O U U +% E m U O O 0) 4--a N 41 _0 s Virginia Department February 2015 Submitted by: David M. Capparuccini, P.E. PTOE, Kimley-Horn Date: 6/2/21 Email Address: david.capparuccini@kimley-horn.com Phone: (804)-672-4715 Address: 1700 Willow Lawn Drive, Suite 200, Richmond, VA 23230 Project Name: US Route 29 Wawa TIA Rte # 29 —]—Locality: Albermarle Description of Project: A Wawa is being proposed on the southeast corner of US Route 29 and Greenbrier Drive. This proposed Wawa development will replace the existing service station. There are currently two entrances/exits on this property, and as part of the re -development the two entrances/exits will be consolidated to one right -turn in/right-turn out entrance/exit. See attached exhibits demonstrating that access along northbound US Route 29 has not changed since 2007. Updated March 2021: VDOT rPmjPctPr1 that the arliarpnt nrnnprty nwnpr hp rnntncterl to rlicrllss a shnrPd arrp-,s rlrivp After multinle attPmntr, to rnntart VDOT District: Culpepper Area Land Use Engineer: Adam Moore NOTES: (1). Submit this form and any attachments to one of the District's Area Land Use Engineers. (2). See Section 120 of the Regulations for details on the requirements, exceptions, and exception request review process. (3). Attach additional information as necessary to justify the exception request(s). (4). If a'traffic engineering study is required, the decision on the request will be based on VDOT engineering judgment. (5). Use the LD-440 Design Exception or the LD-448 Design Waiver forms for design and engineering standards, e.g. radius, grade, sight distance. See IIM-LD-227 on VDOT web site for additional instructions. Select the Exception(s) Being Requested F. Exception to the shared commercial entrance requirement. (Access M. Regulations Section 120 C.2) Reason for exception: A. An agreement to share the entrance could not be reached with adjoining property owner. EMAttached: Written evidence that adjoining property owner will not share the entrance. ,'' B. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. ro sk = Specify constraint: Fir Attached: Documentation of constraint such as aerial photo or topographic map. Exception to the vehicular connection to adjoining undeveloped property requirement. (Section 120 CA) Reason for exception: ` A. Physical constraints: topography, adjacent hazardous land use, stream, wetland, other. Specify constraint: w iJ r Attached: Documentation of constraint such as aerial photo or topographic map. B. Other reason: 1 February 2015 =: E. The development's 2nd (or additional) entrance does not meet the spacing standards but is necessary for the streets to be accepted into the secondary system. (Section 120 C.3.e) Attached: Information on the development that identifies the location of entrances. F. To be located within the limits of a VDOT and locality approved access management corridor plan. r- „Ka b Attached: Aerial photo of corridor identifying proposed entrance/intersection location. (Sect 120 C.3.b) FOR VDOT USE ONL Recommendation on Exception Request: Approve ✓ Deny I Date: 6/23/21 Area Land Use Engineer or: Name Adam J. Moore, P.E. Remarks: The Residency recommends approval based on the following factors: 1. The proposed full access entrance location is pushed as far from the Route 29 signal as possible. 2. Traffic Engineering reviewed and concurred with the design and had no comments about impacts to signal operations. 3. The included letter demonstrates sufficient effort was expended in an attempt to share a commercial entrance on Route 29 with the property to the south. 4. The intended time of day signs directing traffic entering Greenbrier to the right will encourage traffic to not wait for the queue to clear during peak hours. Concurrence from Carrie Shepheard, P.E. via phone 6/21/21 Exception Request Action: Approved✓ Denied❑ Date: 7/112021 District Administrator or Designee: Michelle :38:4004' g 2021.07.01 10:38:40-04'00' Name (and position if Designee) Remarks: Concur with Residency remarks. Approval requires time of day signs directing traffic entering Greenbrier to the right from 7 AM-9AM and from 5 PM-6PM (based on peak hours in traffic analysis). Times for left turn restriction will be monitored and may need to be adjusted based on field conditions/safety concerns. District Staff: Please email copy to Bradley. SheltonCc�VDOT.Vir inia.gov 3 February 2015 w' Exception to the commercial entrance shall not be located within the functional area of an intersection requirement. (See Regulation Section 120 C. 1; Appendix F, Rd Design Manual) Attached: A traffic engineering study documenting that the operation of the intersection and public safety will not be adversely impacted. EXCEPTION TO THE SPACING STANDARDS FOR: • Commercial entrances; intersections/median crossovers (Table 2-2); • Commercial entrances/intersections near interchange ramps (Tables 2-3, 2-4); or • Corner clearance (Figure 4-4). Appendix F, Road Design Manual Information on the Exception Request ✓❑ ON A STATE HIGHWAY Functional classification: Principal Arterial: [✓] Minor Arterial:[] Collector: ® Local: Posted speed limit: 45 mph ❑ NEAR AN INTERCHANGE RAMP (Submittal of a traffic engineering study required) ❑ CORNER CLEARANCE (Submittal of a traffic engineering study required) Type of intersection/entrance: Signalized ® Unsignalized 0 Full Access E] Partial Access Required spacing distance ft Proposed spacing distance ft Requested exception: Reduction in required spacing ft REASON FOR EXCEPTION: : A. To be located on an older, established business corridor along a highway where existing spacing did not meet the standards prior to 7/1/08 or 10/14/09. (Regulation Section 120 C.3.c) x Attached: Dated aerial photo of corridor identifying proposed entrance/intersection location. sM{ B. Not enough property frontage to meet spacing standard, but the applicant does not want a partial access right-in/right-out entrance. (Section 120 C.3.f) Attached: A traffic engineering study documenting that left turn movements at the entrance will not have a negative impact on highway operation or safety. v C. To be located within a new urbanism mixed use type development. (Section 120 C.3.d) Attached: The design of the development and compliance with intersection sight distance. s 0, D. The proposed entrance meets the signal warrants but does not meet the signalized intersection spacing standard. The applicant requests an exception to the spacing standard. Attached: A traffic engineering study that (i) evaluates the location's suitability for a roundabout and (ii) provides documentation that the proposed signal will not impact safety and traffic flow. (Section 120 C.5) 2 COUNTY OF ALBEMARLE Dept. of Plarining & Cornl-rzur)ity Develormlelit 401 McIntire Read Charlottesville. Virginia 22901-4596 (804) 296-5823 February 29, 1992 Crenshaw's Auto Service, Inc 1215 Seminole Trail Charlottesville, VA 22901 RE: SP-91-69 Crenshaw's Auto Service Tax Map 61W, Section 2, Block A, Parcel 1 Dear Mr. Crenshaw: The Albemarle County Board of Supervisors, at its meeting on February 19, 1992, approved the above -noted request to locate motor vehicle sales and rental on 2.26 acres zoned C-1, Commercial and EC, Entrance Corridor (existing service station is to remain), Please note that this approval is subject to the following conditions: 1. Use shall not commence until a Certificate of Appropriateness is issued by the Architectural Review Board; and 2. Storage areas shall be limited to those shown on a plat titled "Physical Survey of Lot 1, Block A, Section Two, Westfield" and initialed 2/5/92 WDF and the total number of vehicles available for sale or rental shall not exceed sixty-four (64) at any one time. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me. Sincerely, L/yrimb V. WaynegDirectoring & Com ity Development VWC/ j cw cc: Amelia Patterson Jo Higgins James E. Crenshaw Charlottesville Realty Company THIS IS TO CERTIFY THAT ON NOVEMBER 30, 197G, . 1 SURVEYED THE PROPERTY SHOWN ON THIS PLAT AND THE TITLE LINES AND WALLS OF THE BUILDING ARE SHOWN HEREON. t I WILLIAM S, ROUDArPUSH, JR, I CCRTIFICD LAND SURVEYOR U. S. ROUTE 29 --• N. B, L. CCRTIFICATE No. `aa.,rer 16 MARKED PARKING ,SPACES jlr Iron Sol N35020 S59"E 14 9. 02' SIPn ,� t t '4 SERvI ce ` N s rA rION t d = 88032'18, R z 26, 65' T , 25.98' LI 41. /8' Iron .r C a Iron s•I 5,3. 72, � a nl r r �•---mac n, ' /I �'pI♦ , LA ' -P . A I UJ K) �r ti y v rt 18 ° w o � V) to Q� rn Z661 C l N d r 3A]3038 FENCED PARKING AREA his t..'ir,.ji'Ss Nti: fir( , 5 !tt tr i�ril� j, l;t.;•.,,, ltrstl td?� t� jlr,tl ;. If el�.:,�, crv,0cc 7�/ ev .3--J,c✓�� ,C r �'��, s• GGs ,' �X� Y/rr �h4l,r./r2 b �t PHYSICAL SURVEY OF LOT I , BLOCK A, SECTION TWO i & �,W E S T F I E L D it - ------ •CHARLO-TTESVI LLrE' MAGISTERIAL 'DISTRICT ALBEMARLE COUNTY, V 1 RGI NI A I I I 1 i , Iran l75. 00 Iron C.hLT11 ®� fni. s.t S 35 ° iY 20,59 " qP Rusum JL CERT. NO. 54.17.3 (a) 655 r 54-17.3 M 78 to LAND WIL.LI AM S. ROUDABUSH, INC. /-rf, ur�,•'.cr� .r`; /o mac,-. =t/ , ("t� :l1:r( A Professional Corporation CERTIFIED LAND SURVEYORS ;ALE, 1 50 r DATE: NOVEMf3ER 30, 1976 Charlottesville Ylr4 inia _• �wr . vnucc ?tin( ! wpVla C'u 300 = U) s I r 9.1 F11 F NO. . �.9..74. 9 w Q Cn z O w 0 z O r� N N U Q Z� wz O <12 a U0O C)� I, z oor-o zQLi N cfl = I I zt=ow ry D 00 J O cn = W Y I I= z >-- w Q 3: _ __-I r I_ n �V) �_J N � O N L0 rr) N LTH 10 C-)RYA . PERKINS LIC. No. 046565 C%� Q2-�09�2.023 l®NAL I w o NO 3: O D-11 ~ (nry � O N Ln n o� O Q oLLJ m m o _ \ W Q U LLJ U 0 V) 0 Q 0 w U 2 , SHEET NUMBER CA-1 03 / S TOP=451.90 L= 439.50 / TOP=454.� / INV IN=4 .80 / INV OUT 6. TOP=446.53 TOP=454 09 ROD C� INV IN=440.70 FL=450.30 S \ FFI D'- p FL=425.85 F 452, lb 0. �� \ O D Q \ AS �� C�' FND. - \ , �5�3?\ \ P=449.32 S \ Q ASQ; FL= .75 11 No \\ TOP=446.06 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD BEARING CHORD Cl 41.19 26.65 88°33'51" 25.99 N79°32'55"E 37.21 �• FL= 441.15 AD tx 48.5 prr HISELED SAUARE TA 7'��` D FL- / CqR/D.I. gyp`° L `OUT ' \ W O G / / Ex%�� 47 FL=4 46.2 R tx T P-.�/\EWALK 45608 IN IN=449.�0 F wvlN OUT=4 .3 ��- #1215 -- - _ \ \ \ ,` \ \` \ ` a \ T=435.81 NA 1 STORY --_. \ \\\ `` \ \ \ \ \ 1 -�Q1 0 -____ �, \ \ FL=429.70 15 LUGS N ORKS BRICK METAL \ \ \ \ \\ \ \ \ C / BM #1/ MAG NAIL ON TOP/CURB 4 ELEV=456.23 / TOP=457.79 FL=453.35 p / E Af6 E N T F.F. = 458.3.- /,B.---4871 PG. 240 r Aj /r' r w \ \7DR V ®� \ \ \ $1MA-) --_ _ LOCATION OF "STEEP SLOPES -MANAGED" AS IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) I \pF SITE VICINITY MAP SCALE 7 " = 2000' 54 R Cp APPROXIMATE ATION \ \ r fi 1 J \ I 1 \\ \ \ r �( r / #490 - 10 VEPCO EA ENT w \ \ - t (x / �/ 2.25�V ACRES \ \ \� y j w �\ 1% !i` / 1 STORY --� OP 409 001 D.B. 429 PG. �50 \ \ /// BRICK OPANA OHI ASSET (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC �- -- - G,D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) 4 \ \\ \\ A GRAVEL AREA- - - PARCEL ID: 061 WO 02 00 002B0 gyk \ \\ ass \ \ \ \ \+\M ..Y¢k�b `� o.\��•' �A TOP=428.07 \ �NOTES r$ r 1. OWNERSHIP: \ \ \ � \\ � \\ �rt\�-��:\ =.: ��`*�' � \``� � >`��R FL-426.60 BLOCK�� \ \ , ET�ININ� CHARLOTTESVILLE REALTY CORPORATION \ s 5YALI� D.B. 696 PG. 560 \ Y l; �' \ i y �Y\ k➢�1 fi PARCEL ID: 061 WO-02-OA-00100 2. THIS SURVEY WAS PREPARED WITH THE BENEFIT OF A lz TITLE COMMITMENT BY FIDELITY NATIONAL TITLE INSURANCE COMPANY COMMITMENT NO. DC2000670 EFFECTIVE DATE OCTOBER 8, 2020 AT 8:00 A.M. \ 3. EXCEPTIONS OF SCHEDULE B-SECTION II OF THE ABOVE \ \ REFERENCED TITLE COMMITMENT: 1.NOT ADDRESSED 2.) STANDARD EXCEPTIONS 40AS LINE EAMENT \ \ yF A. NOT ADDRESSED \ \ \ - a D. 290 PG 434 B. NOT ADDRESSED-,11 B.1 500 C. NOT ADDRESSED G) D. SHOWN HEREON � D.B. 6-B�G. 337 3.) NOT ADDRESSED 4.) NOT ADDRESSED 5.) NOT ADDRESSED 6.) 40 GAS LINE EASEMENT IN D.B. 290 PG. 434 - SHOWN HEREON 7.) PARTIAL VACATION OF A 40' GAS LINE EASEMENT IN D.B. 421 PG. 500 - SHOWN HEREON 8.) 10' VEPCO EASEMENT IN D.B. 429 PG. 350 - SHOWN HEREON 6�11 9. 40' GAS LINE EASEMENT IN D.B. 1683 PG. 337 - SHOWN HEREON _ RMD PROPERTIES, LLC 10.) 15 LUMOS NETWORKS EASEMENT IN D.B. 4871 PG. 240 SHOWN HEREON D.B. 2217 PG. 191 \ \ 11.) 40' GAS LINE EASEMENT IN D.B. 425 PG. 153 SHOWN HEREON \ �h� D.B. 407 PG. 55 (PLAT) / 4. THIS PROPERTY LIES IN ZONE 'X' OF THE FEMA DEFINED FLOOD HAZARD PARCEL ID: 061 WO-02-0A-00200 /. AREA AS SHOWN ON FLOOD INSURANCE RATE MAP NUMBER 51003CO278D, EFFECTIVE DATE FEBRUARY 4, 2005. 5. DURING THE PROCESS OF OUR PHYSICAL IMPROVEMENT SURVEY NO INDICATIONS OF A CEMETERY WERE FOUND. NO FURTHER INSPECTION OF THE PROPERTY HAS BEEN MADE FOR POSSIBLE CEMETERIES. FENCE MEANDERS ALONG P/L \i ° � 6. ZONED: Cl COMMERCIAL; SEE COUNTY OF ALBEMARLE ZONING ORDINANCE FOR SETBACKS \ \ ,,�h/ �X4 ' /// {° // t 7. HORIZONTAL: THE MERIDIAN SOURCE OF THIS PLAT IS BASED ON THE I \ \ / � sk_ VIRGINIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE, NAD 1983/ 1993 (HARN). COORDINATE VALUES SHOWN ARE EXPRESSED IN U.S. SURVEY FEET. //,� / /!t VERTICAL: NAVD 88 DATUM 8. UNDERGROUND UTILITIES MARKED BY ACCUMARK, INC. AND FIELD LOCATED. / /fT." LEGAL DESCRIPTION ROD BEGINNING AT A POINT; MARKED P.O.B.; SAID POINT BEING AT THE INTERSECTION OF THE EAST LINE OF SEMINOLE TRAIL (U.S. ROUTE 29) AND THE SOUTH LINE OF GREENBRIER DRIVE STATE ROUTE 866); THENCE�/ / �'��, z ALONG THE SOUTH LINE OF GREENBRIER DRIVE ALONG A CURVE TO THE RIGHT HAVING A LENGTH OF 41.19 A RADIUS OF 26.65', A CHORD BEARING OF N79°32'55"E AND A CHORD OF 37.21' TO A POINT; THENCE �rEr �1/ S56 10 09 E 19.38 TO A POINT; THENCE LEAVING THE SOUTH LINE OF GREENBRIER DRIVE S56 10 09 E 517.44' TO A POINT; THENCE S35°24'00"W 175.00' TO A POINT; THENCE N56°1009'W 562.40' TO A POINT t ON THE SOUTH LINE OF SEMINOLE TRAIL; THENCE ALONG THE SOUTH LINE OF SEMINOLE TRAIL N35°16'00"E y Fi Ty 3f F ,3J 5 F 149.00' TO THE POINT OF BEGINNING, MARKED P.O.B. AND CONTAINING 2.256 ACRES. THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2016 "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, AND INCLUDES ITEMS 1,2,3,4,5,7(a),8,9,11,13,14 & 16 OF TABLE A THEREOF. PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA AND NSPS AND IN EFFECT ON THE DATE OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS A LAND SURVEYOR REGISTERED IN THE COMMONWEALTH OF VIRGINIA, THE RELATIVE POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS SPECIFIED THEREIN. THE FIELD WORK WAS COMPLETED ON NOVEMBER 13, 2020. KENNETH R. BLAYLOCK, JR., L.S. LIC. NO. 2833 DATE GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) 1 inch = 30 f t. aQ : ARTNERSHIP }' 4".P 536 40 (PLAT) WO-0-00-00200 120 INV=428.63 INLET t0.55 9.70 OHE -G- - - - - UGE U TL - UGT LEGEND DECIDUOUS TREE BENCHMARK • BOLLARD -II- SIGN HANDICAP RAMP © CABLE VAULT Fv FIBER-OPTIC VAULT F� FIBER-OPTIC MARKER TP Q� TELEPHONE PEDESTAL Gv M GAS VALVE © GAS MARKER wv WATER VALVE WATER METER OQ MONITORING WELL QE ELECTRIC METER sP TRAFFIC SIGNAL POLE Ev ELECTRIC VAULT c LIGHT POLE -0 GUY WIRE POWER POLE DQ DRAINAGE MANHOLE c� CLEAN OU T Qs SANITARY SEWER OVERHEAD ELECTRIC - UNDERGROUND WATER UNDERGROUND GAS UNDERGROUND ELECTRIC UNDERGROUND FIBER-OPTIC UNDERGROUND TRAFFIC UNDERGROUND CABLE TV - UNDERGROUND TELEPHONE ALTA/N,S'PS LAN0 TITLE ,S'UI VEY OF °p 2 �5�6 AC��S' O_F LAIV LYING ON THE O SOUTHEAST COR)VEW OF SEffINOLE TRAIL A-M-D CR.�EAWRI.�.R DRIVE KENNETH R. BI�AYI,oC JR.`'' o Lic. NO. 2833 ti RIO DISTRICT * ALBEMARLE COUNTY, VIRGINIA DATE: NOVEMBER 13, 2020 SCALE: I" = 30' JENNINGSTEPHENSON P.C. 10160 STAPLES MILL ROAD SUITE 103 GLEN ALLEN, VA 23060 LAND SURVEYORS v PHONE - 804-545-6235 w E FAX - 804-545-6259 & PLANNERS s J.N. 20- 68 7 EXISTING CONDITIONS CV-1 01 U C U_ U O cn V) Q c k O E v 0 n a a ° z Q J n V� cd� w U w V) cn Q � z C) O Q z � o �-_ o J � 0 s w o � T o F_ -_J o w. o n O a T) I w U U � U) c O �0 N a c- n 1J / a U a � � o c a� Q E a D N � o O I a) U C O 0 a n_ o a� Q MI _a 00 L0 O > UI -� U a� � a / n L a. �n a E oU N s N 0 N � o� U 0 o Q a D U 0- cn m x w _o o- n o -r <t ° z Q J U U w 0 w cn �, Q n L o F_ D w O w o o_ _C) I � w c: U °u 4_1 L D n U c a 0) W C) T) Q V) Q N O U V) N C n c a o s� m U a O Q)T-) 4W 0 E� r r s r- Cj 1000 O� y �r >k f r r 1-00 O._ 54":FRCP-` / ;� ,, r= - -- IP SF Z. 00 '''`='�" `' / '�"may VA HAR OTTESVILLE-1165 PEPSI PLACE i_LC EXISTING INLET TO // SF %� CONTRACTOR TO REPLACE -T ( ) C L , �• �, BE REMOVED Nk /'- RIPRAP DITCH AFTER D.B. 4722 PG. 213 I to v- 'f \-' \ / i I CONSTRUCTION OF ULTIMATE D.B. 2359 PG. 589 (PLAT) EXISTING SIDEWALK '`� ,q- + �'3��` PARCEL ID: 061 W0-02-00--002B0 .. � <�, � \O � ,, C�' �-� � CONDITION RCP OUTFACE PIPE I B y/ 1 TO E REMOVED / I �. � ��,,. � G � / ��`$11 ZONED: C-1 COMMERCIAL II ..Y. r G _. �� ,,� �� % %- °� ' F4 I I 1 \�, � PARCEL USE: CONVALESCENT HOSPITAL_ co �qe No r - m �- �,, I I I + , ,`\III 11 � -'�`%f SF `' % /�I� �` °o, k� --� ' CONTRACTOR TO INSTALL ULTIMATE' 100 �� e� CONDITION RCP PIPE AND STRUCTURES TO a 15 <l� I -__ EXISTING TREES AND �` bg'• X4� EXISTING TREES __ -_. -__ _ -- _ I OUTFALL SEDIMENT TRAP. SEE SHEET OG r s-7 �' 44�J. TO BE REMOVED TS -- VEGETATION TO BE REMOVED G=✓ -�-- �,. -- -- W` / `445 -f CG-101 FOR PIPE AND STRUCTURE INVERTS.��, 45 INSTALL STRUCTURE 100B . 'L TS 6 EXISTING BOLLARDS ` `- /� 4-~ �•, �,'s` = - - WITH CREST AT 453.00 - l p TO B E REMAIN 7 4';? ' ' "�- - -- EXISTING CURB AND: ,a O ____- •-._ _- X - e -• `,. - _--- _ -�,� _ �- - -- --- --- -- _. . _ - SEDIMENT TRAP GUTTER TO REMAIN I1 �,,. __---_� �....r ---". _ _.- _ %� /_ _ -- 6 BERM _-- \ O ,+ -�---� --- X� ��- _ _f / 452 _. -/ ,� SF�` _ _ ---_� v DRAINAGE AREA: 1.40 ACRES �F.© ELEV 456.00 --� _ , I _ -- -" SEE DETAIL ON SHEET CE 501 .__.. W (/ BOTTOM ELEVATION: 450.00 \{\ �+ "`...". / -�"'. ..""" .`'� '�•" _• ..r•� �•.r 'O. �, w . ' ., 3 ..._.... _. (i_ L1 - .,i,. �~ ~ 0 VA : �,�a /4 I� �a X x / ■ X 1. -- - _- j �_ - .BERM ELEVATION: 456.00 \ .}, q �� 04) w •--ice='` � •..�.., ._.a / f �,.• `�J i C' ,,�� `..'.,�_, �,�� - / /_" '• .�-'-..," / -W.. ' '-----.� `"4-....,. "e. -�,., r+ \ \ \ \ UTS �.oe m DC s ��'"`~ DIVERSION DIKE BASE _.� 4 / `� / / 456 - 456 �0 .� _ ELEVATION: 457.60 ca CIP / i --� - DIVERSION DIKE BASE cD <�"' I p r ELEVATION: 458.00 `- -' `� U r `� -� / s� 455 O`� ��q O p O /✓ .� -� �-- ,� 456 xs S �454453- EXISTING WOOD SHEDS f� ` -- / 452 . 7� �_ TO BE REMOVED _ ___7r_ \ EXISTING GAS SERVICE `` .� / ' F=-- ,450 _. l \\\`\ \ EXISTING WELLS TO BE REMOVED IN / ' -� ---_ TO 1215 SEMINOLE 450 _ , DID �\ \ \\ \ EXISTING CONCRETE /� `�. c�--_...-_ \ / 451 \ .\ EXISTING TREES AND ACCORDANCE WITH VDH STANDARDS / / / `y TO BE REMOVED �, �-' - ``' ~- TRAIL TO BE REMOVED DD /-------453 452"; ` �\ VEGETATION TO BE REMOVED a� 454 ' -It455 . 1 y ,�� EXIS PING CANOPY AND CURB } / / / (0 � - ---_ ,� / ISLAND TO BE REMOVED / ` CONTRACTOR TO ENSURE '``�� 456 / / , - • PROPOSED STOCKPILE 00 N -- ' j EXISTING UNDERGROUND EXISTING BUILDING POSITIVE DRAINAGE TO THE DIVERSION DIKE BASE -- 458 / / AREA N - / / ELECTRIC LINES TO BE REMOVED TO BE REMOVED SEDIMENT TRAP ELEVATION: 456.30 , .c�� ' 8.0' WIDE RIPRAP OUTFALL ' ;, 459 TOP OF WET STORAGE: 453.50 � -•-�- DIVERSION DIKE TO � / 1 � C� C_� � - 1 + � �. OUTFACE INTO -., TOP OF DRY STORAGE: 455.00 / _ .�- I r / t, _� / � � 0- a , Y i \ DC SEDIMENT TRAP TYP. �' / \ �. II �--�DC / . rQ \ EXISTING GAS LINES I �, - c' TS �.. TO REMAIN (TYP.) �' I EXISTING WATER SERVICE AND N � J � n �: f METER TO BE ABANDONED / ��. �� EXISTING GRAVEL TO-------'' i �.I \\ 1 I I I (SEE SHEET CU-502) , % �`v BE REMOVED (TYP.) �' i i EXISTING SANITARY SEWER LATERAL �' �' ` �� 1/7 \ 1 _ AND CLEANOUT TO BE REMOVED � ,� FLij T-- rr)� I Q \\\ 1 III • U ``� .f DC PROPOSED STAGING AND ` TS / Q m d- - � �, 0. 0_ N 1 I I I I I r :4�tn / / '� O PARKING AREA `� �� I a- Q-�� \ �' EXISTING WELLS TO BE REMOVED IN PROPOSED LOCATION OF (�J� SOLID NON -HAZARDOUS pC'' �� y SEDIMENT BOUNDARY �, r ACCORDANCE WITH VDH STANDARDS ,, _ / TS DRAINAGE AREA: 1.40 ACRES r F� / �� (7) EXISTING BOLLARDS �\ I 0 0 � �� WASTE DUMPSTER T 3 �' TO BE REMOVED 1 A-�' r%� PROPOSED LOCATION OF°'w� • `-'�' / , `� _ SANITARY FACILITIES,-- ,, PPROXIMATE LOGAT 4, / -° EXISTING OVERHEAD ELECTRIC LINE F r� /-T- T BE REMOVED POLE 1 -459 _�_ `- / �/ a% 10 VEPCO EASEME 1 0 REMO D UP TO -. /` SF WASH RACK DOWNSTREAM �� '` CE �C D.B. 429 PG. 35 SEDIMENT SETTLE AREAw *�`-` - - (� �4Y.-~.�,1 - - ,-.- `- ` 1 �d.� ``,, EXISTING UNDERGROUND ELECTRIC , (�� Y �'Y�~�. SEE ALBEMARLE COUNTY ,a _._-- LINES TO BE REMOVED UP TO POLE PAVED WASH RACK _ v , v _ yr - v t( v . > v v _ __ _ v e - �. _ �� ,. _ ".--- �„--�.. ^.� - -�,Y � � - I�• - -. ._-_ _ - _ Lwd�. � • �,,�. _ - -- ter. .r.. .�. � �®. .,� ...�..._. O wY DETAIL ON SHEET CE-501----- _ - - - Fi••�-J _ ■ �� - � - - � ----- ----� f � - _ - �' 58- a \ - 6 ©0 9 -.�-- 6 2.4 °. EXISTING SIDEWALK AND / _ N CURBING TO BE REPLACED i. / - FENCE MEANDERS I I�``� PROPOSED LOCATION FOR CONCRETE WASHOUT ALONG P/L � �., �, ,■.,.,. EXISTING WATER METER TO REMAIN EXISTING OVERHEAD ELECTRIC LINE (CONTRACTOR TO PROVIDE IMPERMEABLE EXISTING TREES AND TO BE REMOVED UP TO POLE EXISTING UNDERGROUND TELECOM BARRIER LINED PIT THAT PREVENTS RUNOFF `4 II LINE TO BE REMOVED UP TO POLE / ) VEGETATION TO BE REMOVED 40 GAS LINE EASEMENT � �A--ZA-,LIMITED PARTNERSHIP I PROPOSED LOCATION FOR ON -SITE FUEL STORAGE D.B. 290 PG. 434 D.B. 1134 PG. 536 CONTRACTOR TO UTILIZE 2 EXISTING UNDERGROUND ELECTRIC PROPOSED LOCATION OF RAIN GAUGE D.B. 421 PG. 500 I D.B. 77�I`�G. 401 (PLAT) TEMPORARY POWER WASHERS AT LINE TO BE REMOVED UP TO POLE (CONTRACTOR TO PROVIDE IMPERMEABLE BARRIER CONSTRUCTION ENTRANCE FOR CONTAINMENT, EXTERNAL TO STORAGE) (CAN BE RELOCATED BY CONTRACTOR IF D.B. 1683 PG, 337 PARCEL ID: 06"1~�W0-02�-00--0( �� MERCIAL WASHDOWN. CONTRACTOR TO REMOVE MODIFICATION IS NEEDED IN THE FIELD) ZONED: C-1 C• POWER WASHERS AND UTILIZE ONSITE PROPOSED LOCATION FOR SOLVENT PAINT STORAGE PARCEL USE: VACANT C AERCIf WATER AS SOON AS POSSIBLE FOR (CONTRACTOR TO PROVIDE IMPERMEABLE WASHDOWN. CONTAINMENT, EXTERNAL TO STORAGE) j RMD PROPERTIES, LLC '1g O D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) O ��, PARCEL ID: 061 W0-0-0A-00200 �.' ZONED: C-1 COMMERCIAL PARCEL USE: MARKET DEMOLITION LEGEND !I m II m II 0/ LIMITS OF DISTURBANCE EXISTING BUILDING TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING UTILITIES TO BE REMOVED OR RELOCATED DEMOLITION NOTES 1. THIS DEMOLITION/EROSION CONTROL PLAN IS INTENDED TO AID THE CONTRACTOR DURING THE BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF DEMOLITION AND FOR THE DEMOLITION, REMOVAL, OR RELOCATION OF ITEMS IN CONFLICT WITH THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR SHALL KEEP ALL ADJACENT ENTRANCES AND PARKING AREAS FREE FROM DIRT, DUST, AND AGGREGATE CAUSED BY VEHICLE TRACKING. THESE AREAS SHALL BE SWEPT AS OFTEN AS NECESSARY TO KEEP AREAS CLEAN AT A MINIMUM ONCE PER DAY. 3. ALL VALVES, VAULTS, MANHOLES, ETC. THAT ARE TO REMAIN SHALL BE ADJUSTED TO PROPOSED GRADE. 4. CONTRACTOR TO CONFIRM ALL EXISTING STORM STRUCTURE INVERTS PRIOR TO PROPOSED STORM SYSTEM INSTALLATION. 5. CONTRACTOR TO CONFIRM ALL EXISTING SANITARY SEWER INVERTS PRIOR TO PROPOSED SEWER INSTALLATION. 6. DEMOLITION OF BUILDING TO INCLUDE REMOVAL OF FOUNDATIONS, UNDERGROUND STRUCTURES, AND BUILDING UTILITIES. 7. ALL EXISTING UTILITIES WILL MAINTAIN MINIMUM COVER DURING CONSTRUCTION AND VALVES WILL BE FLUSHED TO GRADE. 8. ALL EXISTING PAVEMENT AND CURB AND GUTTER WITHIN LIMITS OF DISTURBANCE IS TO BE REMOVED. 9. SEE SHEET CP-501 FOR PLANTING BED AND SODDING DETAILS. VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL SEDIMENT TRAP DRAINAGE BOUNDARY LIMITS OF DISTURBANCE 2.62 AC. PHASE I PROBABLE CONSTRUCTION SEQUENCE 1. SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING. THE OWNER MUST GIVE THE COUNTY INSPECTOR AT LEAST 48 HOURS NOTIFICATION TO SCHEDULE AN ON -SITE PRE -CONSTRUCTION MEETING FOR THE ISSUANCE OF A LAND DISTURBANCE PERMIT. THE CERTIFIED REGISTERED LAND DISTURBER (CRLD) MUST ATTEND THE MEETING. 2. THE VSMP CONSTRUCTION ACTIVITY OPERATOR AND THE COUNTRY ENVIRONMENTAL INSPECTOR MUST ATTEND THE PRE -CONSTRUCTION MEETING. 3. INSTALL CONSTRUCTION ENTRANCE AT EXISTING ENTRANCE ON SEMINOLE TRAIL. CONTRACTOR TO KEEP EXISTING ROADS FREE OF MUD AND DEBRIS AT ALL TIMES. 4. INSTALL PERIMETER SILT FENCE AND INLET PROTECTION FOR EXISTING INLETS. 5. INSTALL THE PIPE NETWORK FROM STRUCTURE 97 TO STRUCTURE 100B, WHICH WILL ULTIMATELY DRAIN THE PROPOSED SEDIMENT TRAP. THE BASE OF STRUCTURE 100E WILL BE INSTALLED AS THE OUTFALL STRUCTURE FOR THE PROPOSED SEDIMENT TRAP. 6. INSTALL THE SEDIMENT TRAP AND THE DIVERSIONS, MAINTAINING POSITIVE DRAINAGE TO THE SEDIMENT TRAP. NOTE THAT ALL DIVERSIONS AND SEDIMENT TRAPS MUST BE SEEDED AND MULCHED IMMEDIATELY UPON CONSTRUCTION. 7. BEGIN SITE DEMOLITION ACTIVITIES. MAINTAIN POSITIVE DRAINAGE TO EROSION CONTROL MEASURES AT ALL TIMES. CONTRACTOR TO SEED/MULCH AREAS IMMEDIATELY AS DISTURBANCE CONTINUES THROUGHOUT CONSTRUCTION. 8. ONCE DEMOLITION IS COMPLETE AND ALL PHASE I EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE, CONTRACTOR MAY BEGIN PHASE IB CONSTRUCTION ACTIVITIES. REFER TO SHEET CE-102 FOR PHASE IB SEQUENCE OF CONSTRUCTION. GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' Fma w Q V) z O w ry 0 z 0 N N bum U Q z> C) Wz `T o Q� U= N � DU co O V)Ch, n U ^,Mh, Q I z 0 r'- 0(D r- O _ zN CLd I I z�=ow CY_ D 00 _J O V) >_w0 �V) �_j N � 0 N a Sam Q o� r-) 0 ev� LT111 ®� RYA . PERKINS, LIC. No. 046565 p2/O�/2023 v I�NAL � I-- � O � cn � Do N n O 00 n Ln ►- -) 0 < m m n� n O o m o LLJ = N � v O U w ry _ Cn 0 r-) U i •1 Q z O u Ld LL Q w m Q ° V U_ O O V) W 0 c L 0 I E Y O O O n 0 c- In c In N O O O U) cn Q 0 c O I -11 Y c- O 0 Q 0 -0 0 T) 0 0 0 0 0 N O 0 0 c 0 -� � 0 -0 o z s Q _, w 0 w E f- :3 O V) O___---- 0 In I � co c U o (n 0 ,}, O q) c: � ° v) i- 0 nj n o TIE INTO EX. CURB o n AND GUTTER v � EXISTING ADA -•-� � RAMP TO REMAIN -0 o NORTHING: 3913102.99 a � 0 EASTING: 11487450.94� Q) cn L :3 0 cc ---- TIE INTO EX. CURB -0 -0 AND GUTTER 0 0 N Q) R30.0' Q) V) 0 � 10' LANDSCAPE SETBACK I (0 5' CONC. SIDEWALK 0 '� WITH 2' BUFFER STRIP o _ 1 o � 00 N N V) 0 O N N J ° -c 66 - 'I N U � o) I .e+ ,'•- f"-• c �[�.-°a' �C T- LO o � "'y=NLCL �F-cj =Z Q j 0LLVi0 1� Q - U .° F-q cJ m I I + - W t^ - I ° R2 U Q)N r7 un I a m f`, ry cn 1-.� � � . Q aj T--- �t- v1p ., �-'fi�t 'CJ > Q-(.. 0 i E :�, v) f- f-, n c q 0 f o 0 o Q) a? 00 T) N o c VDOT STD. CG-11 - Iq - R1-1 STOP SIGN WITH STRIPING (SEE SHEET CS-501) � 0 N '- I MILL AND OVERLAY EXISTING THRU LANE --- 11 o RESTRIPE PAVEMENT MARKINGS AS ° NECESSARY R13.0' 4J D 0) (SEE WP-2 ON SHEET CS-501) � I � �,.0 c� 0-5 4\p I�rolb. z pN;\ .� Q C)�,�,7 I O w - 6� 0 o -0 0 cc- U U) O � 0- 0 V, c 0 0, J V) N 0 T) V v cn Q Q) ° 0c-- (1) O c- U V) (2) (1) c- - n ?: U (f)(1) � 0 0 0 �- -;- U :�Ec Q) -I m O -0 O 4 0 rc r- - GRAPHIC SCALE IN FEET 0 15 30 60 ill = 30' r I—'r .-� ---- .1-1 001 0.-11-1� -' r r r .00 ..-� .000 ..00 •/ rr r/r "11� �' I--- �, ��-'' .0---� / / r MILL AND OVERLAY EXISTING THRU AND BIKE LANE / / / / r (SEE WP-2 ON SHEET CS-501) ® r r /' TIE INTO EX. CURB .' ' -•-' -1 r ---�/ / •-0 AND GUTTER / r s ,�t TIE INTO EX. sSIDEWALK - - ✓ r.00 r �r r / / --�1 � c-- i 1 va,s~ � T , / r 1- ____ __.. ___. r SURFACE MOUNTED HANDRAIL I,, j �� / --: -�-- -- ' R 30. 0' --'Cx (SEE DETAIL SHEET CS 502) .� '�jr' �, x x R1-1 STOP SIGN WITH STRIPING _---I��ET VA CHARLOT I�ESVILLE 1165 PEPI PLACE, LLC , � VDOT STD. CG-12B x x ( ) D B �-722 PG 213 394 TYPE B, CLASS 1, WHITE, / x (SEE SHEET CS-501) BIKE LANE STRIPING 4" WIDTH, SOLID LINE / x x x x / / " D.B. 2359 PG. 589r (PLAT) (SEE PM-6 DETAIL SHEET CS-503),,,,, �/' x x x x x x x / --v- �§) PARCEL ID: 061 W0-0�-00-00280 TYPE B, CLASS I, WHITE, - x x x �p _�0 ZONED' C-1 COMMERCIAL ELONGATED ARROW (TYP.) '` x x x ,. ��CJrN �jC) PARCEL USE. CONVALESCENT HOSPITAL -�- . -- �, �' x x x R30.0 c�' PROPOSED c - ,?• x x '` VDOT STD. CG-12B %Z'e ��\,�.,� RIGHT-OF-WAY �=, -� . 'o x x x --� f ��V- titi . •� 5' CONC. SIDEWALK y� x x I a `A ' x �. MONUMENT SIGN `LJL ..�-----------------(SEE SHEET CS- 501) x o. x "`- _rr- x x (APPROVED UNDER �IlrTYPE B, CLASS I, WHITE, x x x x r � } Dc �� G SEPARATE PERMIT C� __ 4" WIDTH 2' LINE WITH 4' SPACING - x x x x / x x p, p ��,� ,��\ (2) 22K GALLON UNDERGROUND STORAGE TANKS ` r x � . CROSS ACCESS PROVIDED THRU RECIPROCAL EASEMENT � (1) 20K GALLON UNDERGROUND STORAGE TANK �` x x INSTR: 202200008022 '' x x x R27.5' ----� ..�-" 1..� = NORTHING: 3913109.74� x x x " 5' CONC. SIDEWALK _ �` / .LASTING: 11487487.53 _ VDOT STD. GR-2 GUARDRAIL ,�� // / , (SEE SHEET CS 501) .`: 11. NORTHING: 3912810.87 "iool R12.5' 20' PUBLIC DRAINAGE EASEMENT ```- Q EASTING: 11487933.46 . 100.0' - R1-1 STOP SIGN WITH STRIPING (TYP.) 10' LANDSCAPE SETBACK 0}. ,,.�.. f, INSTR: 202300000743 � - �� VENT STACK WITH S56e10 09 E ��. _36.82 (SEE SHEET CS-501) - ., ee� �,.o• err e a... ..... a .ei - r... e..e. e - - 8, REMOTE E-STOP . ` ' VARIABLE WIDTH SWM FACILITY EASEMENT (TO BE PAINTED BROWN) o' 2 :�: INSTR: 202300000742 . /T-..,,:..,.._ ,,, W , ,_ .. - - i I 6 ,� s r z s `. . . t-: 1 r.; SIGN TO SAY EMPLOYEE ONLY �► t r f , ' kl f R50.0 4 i A•s f n ,�f a �. `' k y `.. h r { k iF. f 1;; :•I'P` O x OVERFLOW AKIN FOR TH kPARKING G E 1 Y 0.0 .:_ R29.0 n., F . _ I .., �_, ti„. �11 . r _1 ll f 1 fi G MM r �> f R25 0 f s y k- x� fi x r 50 BIKE RACK ► , �. r LAURELS REHAB FACILITY ,..,: t. : : : TYP RE r F . t ". N r. 00 c , ( ) 4 C J 4 F 4. r } 1} M a O �� s � SEE DETAIL SHEET CS-502 'I• it f • w ,. 4 i r ..r.; - k t.x s F ! .� P. ,... Ft y x t r::, II . .............M..,x ,-. ,, ,... +. a s. ,N .. 4 n M.. .. - .�.*' t. x,. r r s.. ... . , , J M � . �� r� � ��... �....__..�k �LL - . - ,��...�•_.._...W :=. TD. CG 12B 48 BLACK ORNAMENTAL FENCE k, f �t�&•i -'- VDOT STD. CG-12B o _ VDOT S Sri T b .. o:' (SEE DETAIL SHEET CS 502 .a 5.5 V, 7' R ti Q Ib, •. o- a I. R37.5' ': U. .......... a V R10.0 Sri F J e o o' o e I. q e r 4 o ® Mo' . 0 e R5.5. c •e v o-0�"-� o- q i•0 V r I • r y .t r 7 . b 1 ' r r. r ' I. .,� o- r • R SEE NOTE 12 3.0 �► a b v �' 'r- - o i Y b "r� o �- f � t`" v 4 r O 1' �' b �' a a J :35.0. b 81.0 34.0 20.0. r. v? �_-r-, 11. J i t WA O b ��` i r v o-' b a I O'11i a v t Ll. s �• I` 1 T T PROPOSED LIGH YP. �' 7 . .. < �1t �. . fry.. M M b A, ,� • 'I- - b. �a b 30.0 •20.0 25.0 . 20.0 20.0 40.0 20.0 ' I I: �o -�5-"� o +f 0 a 4 �i, i 1 0 0 W F A ..•... I �4 7 ' cfl C b C� be o e •� 4-'�".» .,6' 0 9 S � VDOT STD. CG-12B r i w 7 AI PARKING ONLY" SIGN � 11 R PUMP L b b b 0 • ' �v-r�• b. .� FI'.? 05 �' ui SEE SHEET2 M f ) S` . . ( ) MONUMENT SIGN -, _ S 2 BOLT DOWN 48 AC ' o 0 .. _ o- A S .� ' . _ - uvr� P E a a. a:. 1 -, r.� 0 6.1 o o. , APPROVED UNDER r' O BOL ARDS 0 O ( �t ;, L N 0 4X 7 r r AIR STATION N 3 1 i Y' I. r r r1 SEPARA TE PERMIT fA •r o- b r WITH •y CONC PAD d a: 1$.0 '24.0 18.0 • I 1• 0 J I7 I O i �•+� J• ,r , •:' 4 i 3 R •5 O •1 F 0 AR S TYP 0 2 o-. • 1' B LL D S I I AS M b �O 4 r PROPO ED 20 UT L TY E ENT E r �.,1 r _ hy" ET CS 50 0 I SEE SHE 2 INSTR: 202300000742 e . e e s1. N e y.. `"" i `i O cc OO • flSl 1751 161 101 �' r i' .. •' 1 a e o e f :e o o f a �i • i r• r , a, ' - r s' � • 15.2 65. 70 12.0 ,' , R3.0 • ai �i a A A T .I rr) CCESSI LE P RKING STRIPING YP. B ( ) R4.5 C 1 : 1 R10.0 t o- K a • L/ J J • r SEE SH T S-501 i E C �' E ( ) M A 'CURB WIT OUNT BLE C B H � j - _L . .. . .o ..,.,.,.".,.,. '.•.•.•.•.•..-bL% .-- .-.-;-- -ACC ACCESSIBLE PARKING SIGN TYP.L T `? r -. E ( ) STAMPED CONCRETE (YP.) �o. PARKING SIGN R8-3A `9 SEE SHEET CS-501 • ' . r , . ;, •,4 ' o '.0, �" SEE SHEET CS-501 N 1 •0 �' _ ( ) r .t., ( ) 0 10.0 SEE SHEET CS 501 r *. �.. ,,:. Y :o' :;' , . •.. 'R10.0 'o.• 4r J•. r ` TYP. r ^O R5.5 r �•,,�� r V/ \- DESIGNATED C R BOARD DU STER ESIGN ED \\ N CONCRETE A D MP 6 ON RETE PIP E R10.0 A TU NA UND SP CE R RO NORTHING: 9 OR NG• 3 1 668.23 H.PLANS) 2 A D SEE ARC BOLL R TY P. o ( ) �R15.0 ' �, • R15.0 8 EASTING: 11487832.09 SEE SHEET CS 501 ••R10.0 I , ( ) ' R50.0 ' N' 2 BOLLARDS r ��, R15.0'' I AT GAS METER \\ � o R 50. 0' in r�' �, R40.0 �(x , ...... ._...,y�r... ,e•re� .__- omarr•- .... ..�.. "°`rr•'r'oar'�e�jN�- 1M ---- ----- --• •- 1 )7�-i �"7� orn.' �n._�erw•3'ar�atrpYrrwe�u.oe.r.,_..emr• r--nrari""' vat• err sa.r rwor..r.r�r.r�rrrl/ r�we ww .._ -r.rs -'_• •.i�w w+r® "._.r+r �[r _ `•`•�. r�r M02 J,� _ _Lir�J'S'•7 v ""',,t. 5]h {\,l) - " _. - ll..ii /` ._. --)� ` 562.40 LIGH LE O BE ITH PE �, ENTRY/EXIT DIRECTIONAL ANDTSEO ATTBACK ALIGNED CURBWTO ENSUIRE ----.- _� SIGNAGE (TYP. OF 2) IT IS LOCATED ON WAWA PROPERTY (UNDER SEPARATE PERMIT) EXISTING OVERHEAD NORTHING: 3912981.34 ELECTRIC LINE SHED (SEE ARCH. PLANS) I EASTING: 11487364.91 EXISTING OVERHEAD I ELECTRIC POLE DUMPSTER AND SHED MASONRY ENCLOSURE SHALL BE TIE INTO EX. CURB A HEIGHT OF 8' AND MUST BE CONSTRUCTED OUT OF AND GUTTER ARCHITECTURAL BLOCK TO MATCH THE BUILDING I MASONRY (SEE DETAIL ON SHEET CS-503 AND ARCH. 5' I CONC. SIDEWALK PLANS FOR ADDITIONAL INFORMATION) I I RMD PROPERTIES, LLC D. B. 221 7 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO--02-OA-00200 ZONED: C-1 COMMERCIAL PARCEL USE: MARKET ') ,�"• FENCE MEANDERS ,,, .------1"' '� ALONG P/L er... ...rm► JA--ZAN LIMITED PARTNERSHIP I D.B. 1134 PG. 536 D.B. 779 PG. 401 (PLAT) PARCEL ID: 061 WO-02--00-•-00200 ZONED: C-1 COMMERCIAL PARCEL USE: VACANT COMMERCIAL LAI I 2.0" SM-9.5A BITUMINOUS TACK COAT 4.0" BM-25.0 i.. . � F SITE LEGEND GREENBRIER DRIVE TURN LANE ASPHALT PAVEMENT WAWA ASPHALT PAVEMENT SEE SECTION ON THIS SHEET CONCRETE SIDEWALK SEE SHEET CS-501 STANDARD DUTY CONCRETE SEE SECTION THIS SHEET HEAVY DUTY CONCRETE SEE SECTION THIS SHEET MILL AND OVERLAY VDOT STD. CG-6 SEE SHEET CS-502 SPILLING CURB/GUTTER SEE SHEET CS-502 + + + + + + + .............................. ............................... . ' . . ., . 2k. d '' - - ' 4 •Q . . a d' SITE PLAN NOTES 1. ALL CURB RADII ARE 5.0' UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 3. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 4. TWO COATS WHITE TRAFFIC PAINT (4" MIN. WIDTH) REQUIRED FOR PAVEMENT STRIPING EXCEPT TWO COATS BLUE TRAFFIC PAINT SHALL BE USED FOR ACCESSIBLE PARKING AREA (18" LETTERS, 2" PAINT STROKE). 5. PROPOSED CONCRETE PADS TO HAVE 1 FT X 1 FT CHAMFERED CORNERS. 6. THE BUILDING STREET NUMBER IS TO BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS. 7. ALL LIGHTING TO BE INSTALLED 5' BEHIND CURB AND CENTERED ON PAVEMENT STRIPING UNLESS NOTED OTHERWISE. 8. TYING TO EXISTING CURB/GUTTER: THE EXISTING PAVEMENT SHALL BE NEATLY SAWCUT AND REMOVED FOR A DISTANCE OF 2'0" FROM FACE OF THE CURB AND 2'0" FROM THE EDGE OF THE CURB AND GUTTER AND THE SUBGRADE, BASE COURSE, AND PAVING REPLACED WITH NEW PRODUCTS. 9. REFER TO FINAL GEOTECHNICAL REPORT FOR FINAL PAVEMENT SECTIONS. 10. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL STOP SIGNS, DIRECTIONAL SIGNS, AND STRIPING SHOWN ON THE PLANS. 11 • VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 12. THE 20 PERIPHERAL PARKING LOT SPACES PROVIDED WITH THIS DEVELOPMENT ARE INCLUDED AS PART OF A SHARED PARKING ACRE M NT E BETWEEN PARCELS 061 W-02OA-00100 AND E o 061 WO-02-00-002130. » 6 AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL F 6 PSI AND MIN 8 DAY STRENGTH 0 50 A 2 COMPRESSIVE STRENGTH OF 4,000 PSI . . ,.d• . 4 . . / . . . .. ° d .1 ' 0 Ill =ill I I III11=111-�=III=III=1 I 6" VDOT TYPE I. 21 A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE - STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. STANDARD DUTY CONCRETE SECTION FUEL CANOPY, BLDG. PARKING, AND DUMPSTER PAD I I 111--1 11-1 11-1 11-1 11-1 11-11 6" VDOT TYPE I, 21 A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE -STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. WAWA ASPHALT PAVEMENT SECTION DRIVE AISLES/TRUCK ROUTES 8" AIR ENTRAINED PORTLAND CEMENT CONCRETE W/ A MIN. FLEXURAL STRENGTH OF 650 PSI AND MIN. 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI .. d-/, , . . .. ' , d d d 4 G d 4 ' .. . 0 -11.-I 1111 �(=1 � ICI I I=� I �=I I �- I 111-111 III -Ill =111-III-111=11 6" VDOT TYPE I. 21 A DENSE GRADED UNTREATED AGGREGATE BASE SUBGRADE STABLE AND COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE SOIL'S STANDARD PROCTOR MAX. DRY DENSITY (ASTM D-698) TO A DEPTH 12" BELOW SUBGRADE ELEVATION. HEAVY DUTY CONCRETE SECTION 1I0I17aI:Zll:Z6111: 9�101 I V) 0 V) ry 6 z 0 N c: . N 1 " U Q z> (0 V)o wz ~ O `t � Lm oU ma CIO �00o � n U. Q - I z `4 00r-0 ^,W, z N Q (9 = I I Li zI=ow >% O (n ,5; =�wn cu >- w 0 Jw=3 2 F- �u r-) -i N� 0� N a MIN= 4 O- le Ln 0 � of ^ 11 <1 r,VL4- ;i�� U RYA . PERKINS � WA LI•C. No. 046565 02-/0912- .3 , CCJ�4. ' - AL. . s. v- w O r� N O f- n V / 0 O C'�I = O 00 I m nr-r) n O �� o LiQ� z m o v = IK-- N w o z U 0 C) ill 0!� _ (n r-) 0 U Z aw Q 0): � m fthlb- : W ~ w 0 n- W L.L Z 0 0 75 t(!5{23 __j SHEET NUMBER cs-1 01 U C U c_ U 0 Vn Q -0 U C i 0 T i _U E Y 0 c 0 n 0 s U vi 0 0 U 0 Q c c c 0 _ (D E c 0 0 Q U v 0 C 0 0 0 N_ L 0 0 0 C Q 0 w o w F— 0 V) E 0 0 U-) -0 I V) U 0 ID U C U C) 6 a o n Q U L L E 0 N L Q) C d _0 00 q) N U L � n- 0 c I 3; O O 0 0 I � U 00 � C r4,,) 0 r0 0 V) j 0 L U a UI U / a P� n ° N ti-- C 6 U -o -a O C- N O — N 0 O 0 U 0 P I 0 E cn _J C QC c w o 0 w - Q) O L U v0i 4-1 0 D Q 0 V, V) 01 01 0 V G V) 4-1 a +' U C- U V) U C n q L V) Q) 0 0 E m -) U d 0 _U 4-1 4-i'v) 0 a - PVC Sieeve Center of Ballard �9., elow Plastic Cover Cut 1Finished 9" Min. From by Ideal Shield Elevation Edge of Pour ALL COVERS TO BE WHITE 6" Sch. 80 Face of Sidewalk Steel Pipe Neoprene Tape Adjacent Surface 10" Schedule 40 M' • • PVC Sleeve Cut 1" Below Finished Sidewalk Elevation Concrete Encasement Concrete & Subbase Varying Thickness 6" Compacte Pea Gravel Bed., Subgrade Pea Gravel f--18'=--1 Auger Bore CONCRETE AREAS 6" Sch. 80 Steel Pipe d_�A " Plastic Cover by Ideal Shiel ALL COVERS TO BE WHITE Neoprene Tape 10" Schedule 40 Bituminous PVC Sleeve Cut Paving & Base Flush With Finish Bituminous Elevation 6" Compc Pea Gravel Subgrade Pea Gravel Auger Bore BITUMINOUS AREAS 6" Sch. 80 Steel Pipe Plastic Cover by Ideal Shiel ALL COVERS TO BE WHITE Neoprene Tape 10" Schedule 40 4" Topsoil PVC Sleeve Cut Flush With Topsoil 6" Compacted Pea Gravel Bed - Subgrade Pea Gravel Auger Bore LANDSCAPED AREAS PENALTY $250 FIRST OFFENSE SUBSEQUENT OFFENSES $250 MIN. AND/OR UP TO 90 DAYS COMMUNITY SERVICE TOW -AWAY ZONE Cover Emboddad Into Sealant 1" SIKAFLEX A 1C SL Sealant Concrete 3" Non —Shrink Encasement Grout 10" Sch. 40 Pea Gravel PVC Sleeve 6" Sch. 80 Steel Pipe GENERAL DETAILS AND CAULK/GROUT DETAIL FOR CONCRETE AREAS Cover Embedded Into Sealant 1" SIKAFLEX 1C SL Sealant PVC Sleeve Cut Flush With Finish Elevation of Bituminous/Topsoil Pea Gravel— 4" Topsoil Bituminous Paving & Subgrade Concrete A � A � Concrete Encasement Encasesment ' f Poured Flush Poured Flush To Subgrade .' To Subgrade 3" Non —Shrink 10" Soh. 40 Grout PVC Sleeve BITUMINOUS LANDSCAPED CAULK/GROUT DETAIL FOR LANDSCAPED & BITUMINOUS AREAS YPICA T L DETAIL RESERVED PARKING V� I Q I VAN Z) ACCESSIBLE N z wA '-' U X Y Q Z NEW CONSTRUCTION NO SCALE FASTENED WITH ACORN NUT LEGEND AND BORDER - GREEN BACKGROUND - WHITE SIGN SHALL BE R7-8 ( 12' X 18' ) WHITE SYMBOL ON BLUE BACKGROUND -FASTENED WITH ACORN NUT WHERE APPLICABLE LEGEND - GREEN BACKGROUND - WHITE (RETR❑FLECTIVE) PR❑VIDE VAN ACCESSIBLE SIGN ( 12' X6') WHERE REQUIRED (R7-80 LL.o PENALTY a- D $250 FIRST OFFENSE W Ld SUBSEQUENT DEFENSES LEGEND — BLACK > L7 X $250 MIN. AND/OR BACKGROUND - WHITE ( REFLECTIVE) Z A UP TO 90 DAYS COMMUNITY SERVICE SIGN SHALL BE R7-BP( 10' X 12' ) TOW -AWAY ZONE *XSIGN TO MEET LOCAL REQUIREMENTSAX � �� LdZ P� Q A -� GALVAN I ZED � BREAKAWAY STEEL U POST NOTE, SIGNS SHALL MEET THE REQUIREMENTS OF THE MANUAL ON UNIF❑RM TRAFFIC CONTROL DEVICES, ADA PARKING SIGN DETAIL N.T.S. PROPOSED WAWA FOOD MARKET Intersection WAWA INC. ENGINEERING DEPT. NO Jr. BALPMRC PIRG MAirA PA. IMS W" I----- s 5' —-I (Top of Pipe) Varies GENERAL BOLLARD DIMENSIONS AND SPACING AROUND BUILDING GRAPHIC SCALE PROPOSED IIAFA FOOD MARKET N T.S. Intersection MM WAWA INC. ENGINEERING DEPT. NO W. BALTAINVA PAI= Plan J Q O7 0 C� Z J J iiii��' 4 iq� 1� EQUALI EQUAI 12" • ARKING LOT STRIPING TO 2 COATS OF WHiTE ELECTIVE TRAFFIC PAINT NOTE: SEE SITE PLAN FOR PARKING SPACE LAYOUT AND DIMENSIONS H.C. PARKING SIGN R7-8 W/ "VAN ACCESSIBLE" SIGN MOUNTED BELOW WHERE APPLICABLE (TYP.) VARIABLE DIMENSION — 5'-0" AISLE TYP.; 8'-0" AISLE FOR VAN ACCESIBILITY ADJOINING H.C. STALLS (1 IN EVERY 8 H.C. SPACES TO BE VAN ACCESSIBLE) 4" WIDE BLUE PAINTED STRIPPING >R C Z V) �w U 0 U CV `Z � — 6"x6" GRID FOR LAYOUT PURPOSES ONLY BLUE PAINTED HANDICAP SYMBOL ADA PARKING SPACE STRIPING DETAIL N.T.S. z CL ry O Lv �a .-, o V) W �-' V Z Q l z 1 C] --- U-) T 0 N STRIPE WITH 2 COATS OF WHITE REFLECTIVE TRAFFIC PAINT I C\A- �Q SQP 3/8" WIDE x 1" DEEP SAWCUT CONTROL JOINT SEE CONCRETE SIDEWALK SECTION APPLY 1/2" THICK PRE-FORMED-J PLAN EXPANSION JOINT FILTER CONCRETE 30" (WHITE LEGEND, RED BACKGROUND) STOP SIGN (R1-1) BACK OF CURB 0 R= 4" 2 COATS OF 4" WIDE BLUE TRAFFIC PAINT (TYP.) `*'�� :::�� ADA PARKING SYMBOL Z n w a. BROOM F 4" STAMPED CONCRETE IN "RED BRICK" W/ 6" 2A MODIFIED STONE LANDSCAF AS REQUIRED vvrvii r-�v ��.v JVUVI\r1Vt� SECTION r0 n' 3000 PSI STRENGTH 4PACTED VDOT TYPE I STONE BASE NOTE: REFER TO GEOTECHNICAL REPORT FOR FINAL SECTIONS AND DETAILS �-- STRIPE CROSSWALK WITH 2 COATS WHITE REFLECTIVE TRAFFIC PAINT CONCRETE 1" RADIUS 2" as a a . 4" RADIUS 4" STAMPED /CONCRETE 12" PAVEMENTS ,r� \6" 2A MODIFIED STONE MOUNTABLE CURB/ISLAND AND �r - 1 W:2 1 a 91 FN AM W Q 0 GO 0 Ln w e O N N U Q z> Li z � O Q � OU 00 O 00 � (If rr U Q I z 0 o r- O z N (-D -F cif CC00 J O (n W } W Q S JLii C�f _ �� n �J J N � O>_ N O� O 'LT-H ,V RYA . PERKINS,4 Lac. No. 046565 e '��, oz/o9/2023 0 r®NAL z n _-:E n U N 0 C O O00 wN 07 � in Q �� Q O m m 0 w o w z z V NO Q F Q w U LU � _ Z a Q rnm � �w � W � w �o 0 r% K�LLJ SHEET NUMBER CS-501 U C -d 0 U O V) W Q U L O _v E v 0 a D O 41 a V) U Q) U O V) Q 0 O E V n C 0 n 0 0 0 41 U N O 4-1 �Q) 4-1 _J Q 13 I-- O W o w E N O U Ln a co 4-1 U � � O V a c _o Q) n L oa Q� L E � a C a 4-- O U, -a V) U N �-- 0 N Q Q L D a O 0 I � O O U U C O U C I � U 00 Ln ro /0 >� U � _U ry U / U N _N EL a ° N � O O N � O C C N W O - N Q) U O O U O n �E cn J � Q w ° o a w F- L N Q) O L I C U vQ)i 4-j :3 n O U J V) Q) U � a Q 4-' U � C O O U Y 4-1 a a � Q.% L +-) O Y 41 U o U () O F- 7] :3 U a O N � 4-j� o � 1 T.O. C. WHITE VINYL CAP STAINLESS BOLTS . EM RGEICY (TYP.) FU L PU P S UT-O F O O X 7" WHITE ALUMINUM SIGN WITH RED LETTERS EMERGENCY PUMP SHUTOFF BUTTON BOLLARD. SEE SEPARATE DETAIL. CONCRETE PAD Q 0- 4X4 PRESSURE (SEE STANDARD TREATED POST DUTY CONCRETE SLEEVED IN WHITE DETAIL) VINYL CURB CONDUIT X N, FRONT ELEVATION BOLLARD TO BE CLOSER TO CURB THAN SHUTOFF SWITCH "PLASTIC COVER BY IDEAL SHIELD. ALL COVERS TO BE WHITE \-24" MAX 32" PLAN VIEW EMERGENCY PUMP SHUTOFF ("E-STOP) DETAIL I � 11 0 r15.37" ---- W1 0 ADA CONSTRAINED DIMENSION 10" MAX 10 BOLLARD (TYP.) (SEE DETAIL) ASPHALT AIR PUMP SIDE ELEVATION N.T.S. 4' x 3' AIR MACHINE PAD W/ 2 BOLLARDS "AIR PUMP PARKING ONLY SIGN AIR SPACE, ® "� AISLE, AND ADJACENT d' a 4 „ SPACE TO 44 YELLOW BE 6" a Q 4. 4 CONCRETE $ > a :a 4 x 3 AIR a : ° 4 4 MACHINE a a 4 PAD W/ 2 a [BOLLARDS a•A A. a 4. d A 4" WH I TE a a 4 4 4 ; a 4 4 ° 4' 6" a -10' -{-4 - 11' - - W.I.-* --- 5' --1 AIR PUMP PARKING DETAIL N.T.S. o EXCEL AIR MACHINE O MODEL #SCOS BOLLARD (TYP.) (SEE DETAIL) N in M 9.75" AIR PUMP FRONT ELEVATION N.T.S. 1 1/1-)►1 END VIEW <IGK PLATE FASTENED WITH ACORN NUT AIR PUMP LEGEND AND BORDER — RED BACKGROUND — ON LY WHITE SIGN SHALL BE R7-8 (12" X 1810)) FASTENED WITH ACORN NUT v NOTE: SIGNS SHALL MEET THE REQUIREMENTS OF � GALVANIZED THE MANUAL ON UNIFORM m � BREAKAWAY TRAFFIC CONTROL DEVICES. Q STEEL U POST c� o z c0 Y Q 0_ AIR PUMP PARKING SIGN DETAIL N.T.S. TOP VIEW li_' _ e0 f,-I A V 1k `f /S;;% W,,00-- PACIFIC STAIR STANDARD GUARDRAIL WITH HANDRAIL C O R P O R A T 1 O N o 1. P05T AND TOP LINE MATERIAL TO BE H55 1 1/2" x 1 1/2" x 0.120" 8690 Stair Way NE Salem, OR 97305 2, 1-IANDRAIL MATERIAL TO 5E 1 1/2"0 CI o(o" O.D.) PIPE www.pacificstair.com 1 503.390.8305 3. PICKET MATERIAL TO 5E 1/2" 5QUARE 5AR 30" 24" 1=► 5" R 0.5" R1.5" 4 b R1.5» • r N 4. 4 4 4 4. 4 (0 4 4 4 Al d CONCRETE SPECIFICATION TO MATCH STANDARD CURB AND GUTTER SPILLING CAND GUTTER (30") PICKET R437 70" SLOPE TOWARDS ASPHALT LO•. C6 10" PVC f 7 SLEEVE ° ° 24,► .- 6" BOLLARD ° ° $ W/ COVER ° CONCRETE PAD CURB .: 48"W X 36"D X 6" 00 32" DESIGNER NOTE: AIR PUMP TO BE PLACED INLINE OF SIGHT TO BUILDING. AIR PUMP PLAN VIEW DETAIL I � 53.5" _ 1 MADE OF ROLLED ALUMINUM: 1 1/2" SCHEDULE 40 ALUMINUM WITH 1 7/8" O.D. STANDARD LENGTHS: 60" SECTION FITS UP TO 5 BIKES STANDARD HEIGHT: 46" INSTALLATION OPTIONS: SURFACE MOUNT FINISHING OPTIONS: STANDARD CLEAR ANODIZED MANUFACTURED BY: IDEAL SHIELD 2525 CLARK ST DETROIT, MI 48209 PHONE: 1-866-825-8659 STANDARD BICYCLE RACK DETAIL NTS 411 0 0 0 0 0 MERCHANTS METALS VINTAGE SQUARE PREMIUM, SPEAR TOP SMOOTH RAIL PANEL ATTACHES TO POST WITH CLIPS 7// 30" l 28" ----703" PANEL WIDTH 4 �1!! I r ---- 4,375" 0, C, 48" if- 6// NOTES: 1. DESIGN AND SPECIFICATIONS SUBJECT TO CHANGE BY MANUFACTURE. Q 2. POST AND FOOTINGS AS REQUIRED BY SITE CONDITIONS AND CODES. merchants www.MerchantsMetals.com thefirst name in fence solutions Tech-Info@MerchantsMetals.com SIZE FILEt PART NAMEi REU VINTAGE SQUARE REGENCY A 888-260-1600 APREMIUM MMI SPEAR TOP 3-RAIL SCALES DRAWN BYi DATE, SHEETi Drawing: VSP.R.R.6W NOT TO SCALE SHAWN 1 05/06/14 1 N/A z 0 w ly- 0 N r� N LM U Q z< C) Vo wz I-- <O :�E V)U O 000 V)ry ro u Q I z Qo�O zNc�= QLi ry D 00 J o cn ::E _ Lj Y L-wo� ww C� �V) �� N � O N a mom Q 1%a L0 n 0 N TAI OP rRYA . PERKINS iC. No. 046565 0 Z/09/202� O �0 00 0 N V)0 a- `� 0 0 0 Q 0 M 0 0 _ N � W W U (n W 0 Q� 0 _ U Zuj ¢ Q N � m w ~ W z W 0 0 e r% 75 2�f5�13-i Q SHEET NUMBER CS-502 U C V O 41 _a U 0 V) Q 7D C a C L 0 I Q) E Y 0 4� T -tom a 13 O 41 vi Q) _a U O V) V) Q a 0 I Q) E Y n O a Q a a -a a 0 a N_ L 0 Q a O 07 Q :3 0 u o w Q) E u O 0 I � � s V) 0 Q N U C c: V? a c _C L C) Q c- �- U O V) a rn � N a QJ � -1-j L D D- o I � O O L O O Q) , L � U 00 L C n a 0 W / o a U D- ry U Q V) U E '0 C) �- (-0 ), O O N 0 O N W O N v O L �V) a O E 13 L V u ° oN a I— L O L -a J V) U ai 0 -i-j L D Q- O O c V) O O Y c a N V Q. U N � N 0 � U V) U n a) V 0, 0 0 N m U -a O 4-j� 0 0--� nATc CI r)Df: DF?f:rA(ZT rAD—, w 0 ATC I N A a,"m ffl, rtiA-rn nl nnr' MMr-nA('Vr f+An F`=Ru'm"NT ELEVATI O'N nt nnc nncf�ACN-r nAn T.C. MALL 91-0n \T.O.IAASONRY 81+811 LIGHT FIXTURE BRICK TAVERN. 10. SILL 1Roff VIANUFACTURED STONE SILL BRICK TAVERN Fal w Q V) z 0 V) w 0 z O N N U Q z� V 0 wz ~o Q� O U 00 O 00 V) U <t I z 0 N-) � o O r- O z N (.C) _ Q Lli z0w r00 -1 O co w z LJ 0 S JLJ n J N � O- N Q Ln ro O N P N1, ► ;,AA RYA . PERKINS LIC. No. 046565 ;�,� az/o9/202� ks A AL z n n F- O r� N 0 n- 0 N V) 0 0 m 0 U W Q _ Cn 0 0 U Q 0 � Zui Q¢ � N 0%,.00 m Lu ~ W O W � o L-Li cr-t Q --i SHEET NUMBER CS-503 I E 0 a 0 n V) U c a 0 �n Q -a a c 0 E Y n C 0 0 Q_ v a v C c 0 N O C U a o z n U 0 z s Q r E O In i� o a� i� o O Q � a a� a� Q u Q) -0 Q) U ry N 001, L N a � Q D o cn I a O % u U U nc\ o W 4- I 0 U I'� a � U o _ a U L a U U cn a E U o r� o N -a O 0 N - O cn N - 0 o U O �> a �o W E z Q U) c U a z Q O I o v O U y v co v) s2 0 +' U N o � U � N n V L V / � 0 o U r% �E m 0 U 0 4_j V) 0 o� STRUCTURE TABLE STRUCTURE NAME DESCRIPTION RIM HEIGHT STR. 97 EX. STRUCTURE 427.59 STR. 98 VDOT STD. MH-1 436.52 10.09 STR. 99 VDOT STD. DI-3B (L=6') 444.48 9.15 STR. 99A VDOT STD. DI-3B (L=6') 446.09 4.09 STR. 100 VDOT STD. MH-1 445.45 7.26 STR. 100A VDOT MODIFIED MH-1 (CONTROL STRUCTURE) 453.43 12.67 STR. 100B VDOT STD. MH-1 454.50 11.48 STR. 101 VDOT STD. DI-3B (L=6') 457.23 7.15 STR. 101 A VDOT STD. MH-1 456.92 8.12 STR. 1018 VDOT STD. DI-213 (L=6') 455.89 5.96 STR. 102 VDOT STD. DI-1 455.90 5.21 STR. 110 VDOT STD. DI-3B (L=6') 454.42 8.87 STR. 111 VDOT STD. DI-313 (L=6') 451.05 5.25 STR. 112 VDOT STD. DI-3B (L=6') 452.45 6.38 STR. 120 VDOT STD. DI-3C (L=6') 455.27 5.77 STR. 200 DOGHOUSE MANHOLE 454.64 4.39 STR. 201 VDOT STD. DI-3C (L=6') 454.21 3.79 STR. SWM1 SWM STR. SWM3 SWM STORM PIPES PIPE SEGMENT LENGTH DESCRIPTION SLOPE INV. (IN) INV. (OUT) STR. 98 TO STR. 97 51 LF 15 IN RCP 7.50% 426.62 422.81 STR. 99 TO STR. 98 63 LF 15 IN RCP 7.50% 435.50 430.75 STR. 99A TO STR. 15 LF 15 IN RCP 2.01 % 442.00 441.70 STR. 100 TO STR. 99 20 LF 15 IN RCP 5.00% 438.38 437.35 STR. 100A TO STR. 100 56 LF 15 IN RCP 6.73% 442.26 438.48 STR. 100B TO STR. 100A 29 LF 18 IN RCP 2.60% 443.02 442.26 STR. 101 TO STR. 101 A 48 LF 15 IN RCP 2.45% 450.08 448.90 STR. 101 A TO STR. 100B 70 LF 15 IN RCP 1.99% 448.80 447.40 STR. 1018 TO STR. 101 A 182 LF 15 IN RCP 0.57% 449.93 448.90 STR. 102 TO STR. 101 92 LF 15 IN RCP 0.55% 450.69 450.18 STR. 110 TO STR. 100B 11 LF 15 IN RCP 0.95% 445.55 445.44 STR. 111 TO STR. 110 32 LF 15 IN RCP 0.50% 445.81 445.65 STR. 112 TO STR. 111 34 LF 15 IN RCP 0.50% 446.08 445.91 STR. 120 TO STR. SWM3 37 LF 15 IN RCP 4.29% 449.50 447.92 STR. 201 TO STR. 200 32 LF 15 IN RCP 0.50% 450.60 450.44 STR. SWM1 TO STR. 100B 19 LF 18 IN RCP 2.60% 443.50 443.02 dc� . 000, 100, CONTRACTOR TO REPLACE RIPRAP 4 ,i ' '`' AND PERMANENT SEED OR '' BLANKET MATT DISTURBED SLOPES WHERE APPLICABLE 54"±RCP / y�' ,'•- �` `-- _�/427.59 CONTRACTOR TO ENSURE MAXIMUM' 2% CROSS -SLOPE THROUGHOUT PEDESTRIAN CROSSWALK CONTRACTOR TO REMOVE EXISTING� STRUCTURE AND EXTEND PIPE TO �' \ PROPOSED STRUCTURE 99A. -CONTRACTOR TO VERIFY VERTICAL �� ---W- -- G LOCATION OF FO LINE FOR a LOCATION OF "STEEP SLOPES -MANAGED" AS �� POTENTIAL CONFLICT WITH c,5) IDENTIFIED ON ALBEMARLE COUNTY GIS (TYP.) 2% STORMPIPE EXTENSION CONTRACTOR TO FIELD VERIFY DEPTHS c\l < OF ALL EX. UTILITIES AND CONTACT V- KIMLEY-HORN IF CONFLICTS EXISTS 448.04 �� f TP TO BE ADJUSTED TO PROPOSED . % --w' j f A �jFS 448.14= GRADE AT EDGE OF SIDEWALK FO VAULT TO BE ADJUSTED TO / 449.67 �---� �� ---PROPOSED GRADE AND COORDINATED .,,�8.28. - � - FS WITH APPLICABLE UTILITY COMPANY ,�` �-�-�Lowoo__449,77�,,,,FS $4 452.950--• 452.16�"448.452.24 s �.- TC 1 FS TC- --- t T ---.� 453.02 .- 451. sNil A - --= - -4 --455. 49, 453 -1- "... -45 89 _ _:: _. -� --�' 454.60 - --- --- - _ r,. ... - Tc-454-6 IM 453 97 �i /�// R CONTRACTOR TO CONFIRM VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING Nn� N N 0- 0- QZ 0-) L N n n c � ��ctcncn I I ui �NPOh 4 6 4 CL C1. 4 0 C) 49 0o m 4 �F!d1 �I I RMD PROPERTIES, LLC 'AC) D.B. 2217 PG. '191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 WO--02--OA-00200 rx ZONED: C-1 COMMERCIAL PARCEL USE: MARKET ooe CONNECT TO EXISTING STRUCTURE,-. ram,. E (VA) CHARLOTTESVILLE-1165 PEPSI PLACE, LLC 20' PUBLIC DRAINAGE EASEMENT 4 INSTR: 202300000743 \ D.B. 4722 PG. 213 D.B. 2359 PG. 589 (PLAT) t 4 1 v PARCEL ID. 061 W0.__02-00-002.BO ZONED: C--1 COMMERCIAL I > 1 \fi; �JU PARCEL USE: CONVALESCENT HOSPITAL �s 11 1 6,1 EX. GAS LATERAL TO REMAIN. CONTRACTOR, I - TO CONFIRM VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING 5CPP 20' PUBLIC DRAINAGE EASEMENT 202300000743 '" INSTR: . �- 40' GAS LINE EASEMENT � JA-ZbKLIMITED PARTNERSHIP D.B. 290 PG. 434 D.B. 113 4 PG. 536 D.B. 421 PG. 500 PARCEL i �`��0 (PLAT)_ 00 D.B. 1683 PG. 337 EL D 06 02--00-�-002 ZONED: C-1 C-QMMERCIAL PARCEL USE: VACANT C AtAERCIAL LAI I GRADING LEGEND TC: TOP OF CURB ELEVATION BC: BOTTOM OF CURB ELEVATION TW: TOP OF WALL ELEVATION BW: BOTTOM OF WALL ELEVATION TI : TOP OF ISLAND ELEVATION BI: BOTTOM OF ISLAND ELEVATION FF: FINISHED FLOOR ELEVATION FS: FINISHED SURFACE ELEVATION P: PAVEMENT ELEVATION G: GROUND ELEVATION RIM: STRUCTURE RIM ELEVATION ME: MATCH EXISTING XXX' DRAINAGE STRUCTURE CALLOUT VDOT STANDARD CG-6 SPILLING CURB AND GUTTER GRADING NOTES 1. THE ROOF/LANDSCAPE DRAINAGE SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL PLUMBING CODE. 2. PIPE LENGTHS ARE MEASURED FROM CENTER OF CHAMBER TO CENTER OF CHAMBER. 3. VDOT STANDARD ST-1 STEPS ARE REQUIRED ON ALL STRUCTURES WITH HEIGHT GREATER THAN 4 FEET. 4. ADA ACCESSIBLE PARKING SPACES ARE SHOWN AS SHADED AND DESIGNED WITH A MAXIMUM 1.5% SLOPE IN ALL DIRECTIONS. CONTRACTOR TO ENSURE SLOPE DOES NOT EXCEED 2.0% IN ANY DIRECTION. 5. PROPOSED SIDEWALK/ADA ACCESSIBLE ROUTES ARE SHOWN AS SHADED. CONTRACTOR TO ENSURE CROSS SLOPES DO NOT EXCEED 2.0% AND LONGITUDINAL SLOPE DOES NOT EXCEED 5.0%. 6. ALL CURB INLETS TO HAVE REBAR TRASH RACK INSTALLED. GRAPHIC SCALE IN FEET 0 15 30 60 lit 30' V) O (10 ry 0 O N v� z< �o wz �o Q02 TA OU 00 O ambom V) - c 00 rq U oor-o zN (_c) _ QLd z -ow ryD0� O cn W L-wo3i �V �J N S N a MOMO� Q O� Lo rl-) Sj�.LTH v RYA . PERKINS LIC. No. 046565 P �- U rr7 N O CL ci� f - c) Qr a-_ �o w� v Q C)O0 Li m o Ld N Ld z v U u cac Lij = (n cl r-) U j 17 SHEET NUMBER CG-1 01 I- O U I T E 0 a V) w FT o o a Ly N n 0 r W D t- ry o 3� 1- .; , U) :) O o LC) i i� W U -t_-) O N -a in U) C a Q C 0° Q U U a Q) Q Q� �E �_ a� O N � :5 ry O I L a Q o Q0 / rn 0 N L � U I � co L Ln O C U l � U_ Q t.t V ^^ /°D_ Q U �U Q (1) ,,I- n o C0 rq � N o O 0 C- N � O N � C O v O C in L. U L Li Q) in 4- V) ° Q � I- a) W E L Cr in Q rn LL' a O U) O L N 0 Ln I 1 c� C U V) -t-j � Q O V, C a a, y V) Q a� O � U V n Q L ,-+-) V I � U ° U U +% N E m U 0 O N -t-' O CL r pF ALl1 , .. ` rL�l� COUNTY OF ALBEMARLE F.� Department of Community Development Construction Record Drawings (.As -built) for VSP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record dravving be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: L Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. ]Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers -- biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 4 GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE IRON MEETING ADA REQUIREMENTS (GHPDE) Ai f Grate Lockdown Hardware --- R i er MATERIALS• Concrete Pipe Division - 5" :4 - Inlet ,t STC 450i Precast (450 U.S. Gallon Capacity) Cover and gate Grade Adjusters To Suit Finished Grade t Q 8Pi 5" 4" 0 PVC Pipe Min.15" High w14" Cap r 911 T T T;�T I 17'° 16 Lip, ,L12"O Inlet 4110 Outlet Down Pipe Riser Pipe (Removable) 48"0 Varies To Meter Grade Storrneeptor i nsert Cutlet I 4' 4 44 d -A. Section Thru Chamber 18" 6011 _ Min, * Inli * If Required 5" 8" f Insert Tee Here (Tee Opening to Face Side Wall) Phin V1 PW Notes: 1. The Use Of Flexible Connection is Recommended at The Inlet and Outlet Where Applicable. 2. The Cover Should be Positioned Over The Inlet Drop Pipe and The Oil Port. 3. The Stormceptor System is protected by one or more of the following US, Patents: #4985148, #5498331, #5725760, #5753115, #5849181; #6068765, #6371690, 4. Contact a Concrete Pipe Division representative for further details not lasted on this drawing. r'k t a Closed End Cap` Y, (El) End Outlet_ (2", 3" 4" 6" NH) Bottom Outlet � ' (2" 3" 4" 6" NH) y Approx. Weight Trench Shallow Invert Deep Invert Max. Flow Rate (Less Grate) Number Inches min inches min GPM LPS US Lbs. Kg 8601 3.50 89 4.10 104 93 6 0.207 14 6.2' 8602 4.10 104 4,70 119 122 3 0.272 15 6.8 8603 4,70 119 5.30 135 152 10 0.339 16 7.4 860JN 5.30 135 5.30 135 - - - 17 7.7 801 5.30 135 5.90 150 183 12 0,408 18 813 8605 5.90 150 6,50 165 214 14 0.477 20 8.9 8606 6,50 165 7.10 180 245 16 0,546 21 9.5 NOVI 7.10 180 7.10 180 - - - 22 10.0 8607 7.10 160 7,70 196 276 17 0,615 23 10.6 8608 7,70 196 8.30 211 308 19 0.686 25 11.2 8.609 8.30 211 8.90 226 339 21 0.755 26 11.8 8610 6.90 226 9,60 241 371 23 0.827 27 12A 8611 9.50 241 10,10 257 403 26 0.898 29 13,0 8612 10.10 257 10.70 272 436 n 0.969 30 116 8612i'i 10.70 272. 10,70 272 - - - 30 13.6 8613 10.70 272 11,30 287 467 30 1,041 31 14.2 8614 11.30 287 1'1.W 302 498 32 1,110 33 14.8 8615 11,90 302 12.50 318 530 34 1.181 34 15A 3.5" (88.9 mm) Z886 System Profile Highways a InckmtricetO Parks Kitchens Food 7 ,,..essit g Parkdrig LEt':is In tatrial Plaills '' Airp lils A'"I' speff1 i1t. parks Rinker 027 Features and Bandit P 80" Modular Channel Sections with 20" Grates .75/ Built-in Slope -Handles greater flows, uniform slope. Radlused Bottom - Better flow rate, less solids Build-up. Smooth High Density Polyethylene Structural Composite interior- 0 a water absorption, Durable and Lightweight- Strong corrosion -resistant material. Extra Long Runs - Sidowall extensions allow pre -slope runs longer than 120 feet, Variety of Gratings Grate Options-Avallable In H-20, FAA, ADA. See pages 22-23. GRATE TYPE: HEEL PROOF LONGITUDINAL DUCTILE InstallaHoll oeffivallo" IRON MEETING ADA REQUIREMENTS (GHPDE) 6-114' ' 12" 41f MPD'S- xC BIT. PVMT Thickness 4" Throat / 6" Overall Width Z886 System HigWilghts 41 Integral Meclimiical Overlap Optional -HQ Frame 900 Tee Rebar Clips Coauiection Assembly Fabrication Fabrication E119itleerill0 S CRIPA11i00 Channels shall be 80" long, 6" wide, and have a 4" wide throat. Modular channel sections shell be made of High Density Polyethylene (HDPE), have interlocking ends, and radiused bottom. Channel shall be provided either flat(neutral) or with a .75% built-in slope. Channels shall be available with inverts ranging from 3.5" to 12,50". Channels shall have clips molded into the sides of the channel to accommodate vertical rebar for positioning and anchoring purposes. Choice of class A, a, C, D, E, and F grates shall be available with H-20 and/or FAA load ratings and/or ADA cotllpliance with mechanical lockdewn devices. End caps and catch basins shall be available to complement the channels and grates. End outlets, bottom outlets, and side outlets shall be available in 2", 3", 4", and 6" diameters. Trench drain shall be Fla-Thru model Z886. 120' (39.62 rn) 8601 8602 8603 8603N 8604 8605 8606 8606H 8607 8608 8609 8610 8611 8612 8612N 8613 8614 8615 _ 12.5" (317.5 mm) I i` 10 z 0 w ly- 0 N U < z wz ~o OU 00 0 V)iz n U <t I z oolo z N c0 = r �� O cn :2 = LJ__i 0 � ' LLLILi W �� n S2 V) r1r)J N �E o� N LO rq") 0 RYA . PERKINS Lic. No. 046565 0 AL F- 0 ry Cn � w 0 O 50 N �� LLJ c V) m m a-oO 0 n m o w S 1 U s U d �n Q w U W iY _ U) 0 0 U Q ZLU a Q N � m w ~ W W 7 �r o 2(15/29 Q SHEET NUMBER uG-502 U vi v U U 0 V) L 0 T E Y 0 n ° (D n V) U c u v U 0 Y) cn Q U 0 v E Y c 0 U Q U U 0 N O ° Q) T3 'L z Q n ° F= 0 E O 0 I � U -'J 0 a� N U _c c ul U a i0) ° o cl Q 0 Q % E -U l U O ° 0" V) ry U 0 ° N a v O U) U I s O O _ -p 5 L U 0 U 0 L r� � v ^) U � UI 0 ry WnUn`` / ° E ° 0 d 0 T) N v O v N U) O N Q) U_ G > O a W p 0 L LL_ E 41 z Q I n a > U) ° O U c°n v Q o J Y) a_fj _c v (� n v U N � .c U V) v 4- c (u n' v ° V Uo U S � - v m U 0 o= N N � Q n CJ = N CL CL o=z -,d 2 n ui n rn I I W mNf� �� Q m W o0 Qm C� 1" RPZ BACKFLOW PREVENTER WITH UNIONS FOR WINTER REMOVAL IRRIGATION METER CORP. STOP--,, 45 LF OF 6" DI WATERLINE TAPPING SLEEVE & 6" GATE VALVE CONNECTION 0-1 .000 101 rz ,,, �Kk' V"j CONTRACTOR TO VERIFY VERTICAL LOCATION OF FO LINE FOR POTENTIAL CONFLICT WITH STORMPIPE EXTENSION (VA) CI-IARLOTTESVILL -1165 PEPSI PLACE, LLC ® .,.- /� / APPROX. LOCATION OF EX. ASCA SANITARY '''B. 4722 PG. 213 s''f/ / D.B.D39 PG. PL,�T rr SEWER LINE ''" r ( ) EXISTING 8 COATED / C� PARCEL ID: 061 WO---'02 ' 00-�-•002BO STEEL NATURAL GAS MAIN { /.�'� ZONED: C - 1 COMMERCIAL G -- PARCEL USE: CONVALESCENT HOSPITAL /`' EX. GAS LATERAL TO REMAIN. CON -TRACTOR G�:i'��ygq ' , / 99� TO CONFIRM VERTICAL LOCATION OF GAS LINE AT PROPOSED STORM CROSSING ��w'\Y° C EX. 8 GAS LINE 2 CONTRACTOR TO FIELD VERIFY DEPTHS ADJUST RIM OF EX. r �- OF ALL EX. UTILITIES AND CONTACT /- -'`. ,.. (SEE SHEET CU-501) G ,�' 20 PUBLIC DRAINAGE EASEMENT N SANITARY SEWER MANHOLE `-" KIMLEY-HORN IF CONFLICTS EXIST ------ TO PROPOSED GRADE - {��0-�� INSTR: 202300000743 /\ 1 FO VAULT TO BE ADJUSTED TO-•-'"�� y' � ---' � 11 . •�.•^'-'. �� 4,�� -�' °�`� PROPOSED GRADE AND COORDINATED -- �-"""10+.00 WITH APPLICABLE UTILITY COMPANY VARIABLE WIDTH SWM FACILITY EASEMENT INSTR: 202300000742 -- EX. GAS LATERAL `• '' ` ;, , '`'- --._ ... - _ UNDERGROUND STORM WATER a,��•" (SEE SHEET CU-501) u MANAGEMENT SYSTEM . a I i1 1-`1 ...-..+"•....' P^a/p-+K�^....• eilr r _ _ � h ' ,,,,..�...---• '.._r�..w`i/�1� � V +wre.v... ^.•.,,,. woo. .w mo..r +...o._. .__�, .ter--;.r-'-.-_..- ._. _ _-..._._- r...-_"� .. �I ' , `. .,, 110 _... .._. ...e. ., _... o.... ... --- �---� �--__ ----, EX. 8" GAS LINE 1IIiI w , r ,Val 5a�-' 7x7 l" , 11, tiS,�,aFjlt X;$lut\\f. Y S? 11'f tllt}15 R if SSM \\, l titr �:a \\kYI.lSA'1 it+?l {+'1S Yf1 akalt LY 5}t^ :l \x\la\L tinT111 \V1i . LjO°�9 ,•. ° J .y ri da p. t' yy J V ,• / �• y. 11 LF OF 1" PVC IRRIGATION LINE ¢ ' PROPOSED 20' UTILITY EASEMENT o INSTR: 202300000742 b 1.5" DOMESTIC WATER METER (PROVIDE 5' SEPARATION FROM HYDRANT) 1' ( N ( , , e� I 5 +LF OF a � ' 9 6 PVC @ 6.84% ' p FIRE HYDRANT ASSEMBLY D �, , 9 . • . 6 GATE VALVE -7 ,r r, TEE 96 LF OF ,� 96 LF OF 6 X4 ( • � �- --- -�- �► ---`7-6" PVC @ 1.04% 4" GATE VALVE 1 LUMOS DIET IORK 6 PVC 0 1.Q4% r EASE MEN T 4 THREADED PLUG �'q� �`' D.B. 4821 PG. 240 SS - S -�' S - 2" DOMESTIC SERVICE TAP ��`p� -- SS �-"--" S� SS �`-- W W W W W El M a �� • � .�...CO_6 RIM: 456.29 .- V ( RIM: 455.76 n q a APPROXIMATE LOCATION OF EX. 10" DI WATERLINE. CONTRACTOR TO VERIFY LOCATION PRIOR TO CONNECTION q (SEE SHEET CU-501) PRESSURE REGULATION STATION TO REMAIN X�� Nq 451.05 6" PVC_ INV: 452.05 6 PVC v \ ' v y- 127 LF OF 6" PVC @ 1.04%- W W W W _ W -EX. H ._....._ ',r CO-4 (2-WAY CLEANOUT) RIM: 455.71 475 LF OF 2 BLACK POLY RIM: 456.89 INV IN: 450.77 6" PVC DOMESTIC WATERLINE INV IN: 453.05 6" PVC ADJUST RIM OF EX. SANITARY SEWER INV IN: 453.05 6" PVC MANHOLE TO PROPOSED GRADE. INV OUT: 453.05 6" PVC CONNECT LATERAL TO EXISTING MANHOLE USING BRANCH TIE-IN 10 LF OF (SEE SHEET CU-501) 6" PVC @ 1.04% GT2 INV OUT: 453.15 6" PVC MT c / APPROXIMATE LOCATION OF ~ DOMESTIC 1.5" BACKFLOW e PREVENTER WITHIN BUILDING 00 r » r: v .•i. �p -� � ' •'ter • • ».`*•. ct 00 1 1 ) 4 4 d •• �• •J' ' •' •• � �'e�l 9 "V SPACES s � � � ``• •��. 222 LF OF 3/4" PVC WATERLINE ' TO DUMPSTER HOSE BIBB }' H .`�.. CO 3 (BLDG) ?' RIM: 457.05 pp`'��. aINV OUT 453.55 6" PVC' ' RIM: 457.05 ,INV OUT. 453.55 6" PVC s J n 101 t - r W W W------1 EX. 8 (SEE EX. 8" GAS LINE 2 -�``" =w ��•��.° � �`'-°°,�� 7 LF OF EXTENSION OF GAS SERVICE TO BE (SEE SHEET CU-501) �� ,�/ �.• `° 6_' PVC 1.04% COORDINATED WITH UTILITY COMPANY �` 3 NCO-2 (2-WAY CLEANOUT) _ ,,� (9 -RIM: 456.69/ oir air '+-..an..r ` '•"'•rr'aar_•_•.. \/ - --- - rr� wrr \/ _ - ... - ._.....r® �i�i - _ ®n�,®�►.�o�.�+. rau�.aA�.NF � '0INV: 453.48 6" PVC . IN ----- 1A � j -8 LF OF FENCE MEANDERS 6" PVC 0 1.047, ALONG P/L \_GT1 I JA-ZA1",LIMITED PARTNERSHIP INV IN: 453.40 6" PVC 40 GAS LINE EASEMENT �., D.B. 290 PG. 434 D.B. 1134 PG. 536 D.B. 421 PG. 500 D.B. 77 ' G. 401 (PLAT)PARCEL ID: 0 CVO---02-00--�-00200 1500 GALLON GREASE TRAP D B 168 PC' 3I ZONED: C-1 C %cM,[MERCIAL ERCIAL SEE SHEET CU-502 PARCEL USE: VACANTLAI 1 RMD PROPERTIES, LLC D.B. 2217 PG. 191 D.B. 407 PG. 55 (PLAT) PARCEL ID: 061 Wow--02-OA-00200 ZONED: C•--1 COMMERCIAL PARCEL USE: MARKET GRAPHIC SCALE IN FEET 0 15 30 60 1"=30' UTILITY NOTES 1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION AND NOTIFY KIMLEY-HORN IN ORDER TO VERIFY ADEQUATE SEPARATION BETWEEN UTILITIES CAN BE ACHIEVED AND NO CONFLICTS EXIST. 2. ALL PROPOSED UTILITIES ARE TO BE INSTALLED UNDERGROUND INCLUDING ELECTRIC, TELEPHONE, AND CATV. 3. WAWA DOMESTIC METER SERVICE PIPE SHALL BE TYPE K COPPER PIPE ON BOTH SIDES OF THE METER. 4. RPZ BACKFLOW PREVENTERS FOR DOMESTIC SERVICE LINE SHALL BE PROVIDED WITHIN BUILDING MECHANICAL ROOM. 5, ABOVE GROUND IRRIGATION EQUIPMENT SHALL BE COVERED BY AN ALL --WEATHER BOX OR DECORATIVE COVER. 6. REFER TO SHEET CV-101 FOR ALL EXISTING EASEMENTS. 7• REFER TO SHEET CE-101 FOR INFORMATION REGARDING ABANDONMENT OF EXISTING UTILITIES. 8. REFER TO SHEET CU-501 FOR ALL UTILITY DETAILS. 9. ALL PROPOSED SANITARY CLEANOUTS SHALL BE TRAFFIC -RATED. 10. A KNOX BOX IS REQUIRED. ITS LOCATION IS TO BE COORDINATED WITH THE FIRE MARSHALL'S OFFICE. 11. A FLOW TEST WAS PERFORMED ON 9/2/2021 WITH A Q20 CALCULATION THAT RESULTED IN 11417 GPM. 12. AN ACSA DEED OF EASEMENT FOR THE WATER UTILITY EASEMENT WILL BE REQUIRED PRIOR TO RELEASE OF THE DOMESTIC METER, Is W Q 0 V) z O w ry O z O N N U Q z> cn n wz ~o Q� 00 O DU Ulm U < I z oo�o z N QLd�� c9 T O V) 00_j W >-wo 1Ld �_ 7; � a_ J N � O � N Q O� Ln O RYA . PERKINS.� LiC. No. 046565 AL' � � � N O cn cf� 0 � O w0 c= �o�Qo�m O o Q w z z y 1:�- N 3�: U YO <C (n <L W LLJ :E cull Q 0 U Q Z a ui Q � QUIN N m w ~ W > W z U' J � �ImLd IIS13 SHEET Nuraecr cu-1 01 U 41 cu vi 0 V) V) < E o 4_1 0 4-1 Q) 0 6 V� 0 < C: 0 7 E 0 C: 0 V) � 4_1 0 © E Ln :5 1A Cn 4� Q) 0 (0 n Q 0- 0 n F 0 0 co D Q) EK 4J 0 Q) C) V) o 0 -t C) 0 00 LO n > V) 0 D_ U 4- Q) 0- V) E r' n n 1`0 0 4— N 0 0 _0 Q) Q) 4-1 0 V) C� 0 > -0 0 q) LL_ q) o _J :3 >_ V) :J I-- r D FD N (_ Q) 0 In I 4_1 Q Y) Q) 4_J S.- 0- 0 0 U) I - to y 4_J v ) -1 n Q) 4-J Q) 0 V) 4.1 C: Q) -C n 4' Q) V) 0 , 0 4_J U 0 C: E M :3 U 0 4-1 4_J 0 n L_ JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT [IF WAY. VARIES WATER SEWER X d 01 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH Dj SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90* TO THE RIGHT OF WAY, UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1/2, 311w 5'0' 3180 20 3'1` 5`0& 3' 51 MIN, 101 MIN. 6, MIN. 4' 5' MIN, 12' MIN, GREATER THAN 41 PROPOSALS WILL BE SUBMITTED, B DOOR HINGES V -1 LIFT HANDLE L- - - - - - - - - - - - - - - TYPICAL METER VAULT N,T,S, FIG, W-7A TD-14 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE M.J. GATE VALVE WATER -d W h I I d H h. LINE V V 2500 P.S.I. CONCRETE a 2x 2' BEARING AREA. THRUST BLOCK 4 -4 4 NOTE , IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE SIDE VIEW 1,751 DIAMETER DRILLED IOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 361 ALUMINUM ACCESS HATCH NTS FIG. W-5 TD-9 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1' TYPE "K" SOFT COPPER 1"Wxl" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' K_ FL I" COMPRESSION 3/4" MALE PIPE COUPLING PPROVED EQUAL :"OR USE ON DETACHED SINGLE FAMILY 3ESIDENTIAL SERVICE WHERE AN IRRIGATION AETER IS NOT PROVIDED, CAST IRON LID FINISHED GRADE tt LOCKWING BALL METER �ALVE Box INLET & OUTLET) 36" MIN. COPPERSETTER 1/6 BEND COUPLING METER CORPORATION STOP BRICK AS NECESSARY SAND OR DUST UNDER VDOT SPEC. 203, NO. 57 BOX AND SETTER (2-INCH AGGREGATE MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1 METERS) 4 44 41 A A 44" MIN. 60 MIN. 6" MIN, VIE 17. 5" eAb. ." ... . A- 4 4 4• A . - --- -- 7 36" 4 IV , .*.. A:. .1 18" MIN. 17.5"—W-i I;- 1 37" MIN. 4 YdNGNUT LOCKING ASSEMBLY 12' MIN. _4 (D NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4 MINIMUM WALL THICKNESS FOR VAULT S CONSTRUCTED OF MASONARY BLOCK SHALL BE 3. THE OUTSIDE OF THE VAULTBELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. Apo=, MATCH PROPOSED GRADE MATCH PROPOSED GRADE PROVIDE BUTYL RUBBER SEALANT BETWEEN CASTING 24* CAST 24" CAST AND RISER (TYP.) IRON COVER IRON COVER OLTED (TYP.) 6" CAP BOLTED (TYP.) 6* CAP FINISHED (BOLTED) (BOLTED) GRADE low 10 "1 T VARIES CAST IN 'VARIES 3" PLACE 6 COUPLING 4 P J 24" J L.' - -, 1 . 69 L 7 WATER 8 SANITARY WAGHT TER GHT j 15% �F D TEE TIGASKET GASKET J_ 4" 12" 6 L2 COATS APPROPRIATE INERT COATING a 14, 6 n D = 39" TYPICALLY GREASE' TRAP 1500 GALLON (2 COMPARTMENT) TMK 6" AASHTO #57 /STr\ ONE BEDDING TYPICAL METER VAULT (1 1Z2J1) METER) NTS FIG. W-713 TD-15 NTS FIG. W-6A TD-10 ► .. .. Ll ITL-i1=jE=I I I= LFI I�El rE I I=M= I 4-IT—" ITT-1 M-11 V =T..� sil— CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN, SHUT-OFF CORPORATION STOP f TYPICAL SERVICE TAP ABANDONMENT FRAME & COVER (SEE FIG. S-1-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX a-" 2 )_O)t I " . -.1 RUBBER COATED STEEL STEPS CAST IN PLACE 4 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS .4 J 6" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5'15' —*— ( 4 4 0 ob- FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE---,,-,,- VARIES DEPTH OF FLOW 1 11-1 CHANNEL TO BE FILLETS 3/4 DIAMETER OF CONTRIBUTING "4 SEWER. 14 12 A FILLETED INVERT A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL B PROVIDED. MIN. 6 BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. ALL INLET AND OUTLET PIPES SHALL HE INSTALLED NO MORE THAN 6" FROM THE BOTTOM OF THE GREASE 7W. TANK TAPERS TOP TO BOTTOM AND IS TRAPEZOIDAL IN CROSS SECTION. TANK IS 5000 PSI CONCRETE -STEEL REINFORCED (0 28 DAYS) CONCRETECONFORMS TO ACI 318-16-4.5.1 AND 318-16-4.5.2, AS A615 AND A1 85 -DIMENSION: 151" INTERIOR/ 163* EXTERIOR LENGTH x 72" INTERIOR/ 84'* EXTERIOR MM NOTES: AWHEN LOCATED IN DRIVEWAYS OR PAVED AREAS GREASE TRAP TO BE DESIGNED FOR APPROPRIATE LOAD BEARING DITIONS. GREASE TRAP SHALL BE CAPABLE OF W6STMDING HS-20 LOADING. 2) ALL PIPE PENETRATIONS SHALL OE WATERTIGHT. GREASE TRAP SHALL BE PROVIDED WrTH GAS -TIGHT MANHOLE COVERS, IN ACCORDANCE WffH TOWNSHIP STANDARDSACIFICADONS. 4) PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE SrRMM 5" PSI. 5) EXTERIOR CONCRETE SURFACES BELOW GRADE SHALT. HAVE 2 COATS OF COAL TAR EPDXY. 6) SPECIFIC SEALANT DETAIL AT COf(CRErE RISER TO CONCRETE VAULT INTERFACE SHALL BE WATEMHT. AT A MINIMUM, THE JOINT SHALL BE SEALED WrTH BUTYL RUBBER SEALANT (KENT SEAL J2 OR APPROVED EQUIVALENT) AND THE EXTERIOR OF THE JOINT SHALL. BE SEALED WITH NON -SHRINK GROUT IN CONFORMANCE WITH THE TOWNSHIP STANDARD GREASE TRAP DETAIL 7) TMK SHALL BE TESTED FOR WAVER TIGHTNESS BY FILLING FOR 24 HRS. TO SOAK, THEN TOPPED OFF, AND THEN WATCHED FOR 24 HRS. NO DROP IN WATER IS ALLOWED. 8) CAST IRON SHALL BE BOLTED TO CONCRETE WrTH MASTIC TAPE (KENT SEAL OR APPROVED EQUIVALENT) SEALANT. MAXIMUM EARTH COVER=5.0. HS-20 LOADING. 10) INLET AND OUTLET EQUIPPED WITH PIPE SEALS. SHOWING BRANCH TIE—IN N.T.S FIG, S-I-A TD-25 NTS FIG, W-6B TD ATER M VARIES Mr-Z) 1MAIi\ItU JUIN 1 1-11 IINU:S LVE BOX TO METER BOX (SEE FIG. W-6 - THRU W-7E). ZIES 2" COPPER 4 PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: - GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. a SERVICE LINE TO CONNECT AT MAIN WITH X"X4"TEE. • REFER TO FIG. W-3 FOR THRUST 13LOCK IJETAILS ON TEE, REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S. I. CONCRETE. WATER DATA SHEET Date 05/23/2022 (1) Project Name WAWA ROUTE 29 AND GREENBRIER (2) Project Location 1215 SEMINOLE TRAIL Kirnley (3) Consultant -Horn (4) Primary Water Plant (5) Design Population (6) Hydraulic Capacity AWWA Q20 CALCULATION (gpm): 11417 (7) Pipe Material VARIOUS (8) Pipe Diameter (inches) Length (Feet) 111 11 LF OF COPPER 611 45 LF OF DI 3/411 222 LF OF PVC 211 475 LF OF COPPER (9) Total Pipe Length (Feet) (10) Fire Hydrant Assemblies 1 (Number) (11) Blow -off Assemblies 0 (Number) (12) Air Relief Valves 0 (Number) (13) Gate Valves (inches) Quantity (Number) 401 6*1 2 811 1011 12" (14) Minimum pressure at critical water meter 50 (20 psi required) Authority Provide: Booster Station Water Storage Tank Pressure Zone A-1 ACWWA Water Demand Estimate and Meter Sizing Using Fixture Values (Based on AWWA M22 Manual, Second Edition and ACWWA Rules and Regulations) ACWWA Project Number Building address or number Residential or Non -Residential Noll -Residential Pressure Zone at Project i (Obtained from ACWWA or Hydrant Test) Fixture Value Number of Subtotal Fixture or Appliance (at 60 psi) Fixtures Fixture Value Toilet (tank) 4 0 Toilet (flush valve) 35 105 Urinal (wall or stall) 16 0 Urinal (flush valve) 35 `151110 70 Bidet 2 - 1_1 1' 0 Shower (single head) 2.5�g 5 0 Sink (lavatory) 1.50 3 Kitchen Sink 2.2Q 0 Utility Sink 4 16 Dishwasher 2 0 Bathtub 8 0 Clothes Washer 6 1 1 --�-o'l 1_0 Hose connections (with 50 ft of hose) 1/2 in. 1 . I 0 CIO Bedpan washers Drinking fountains Dental units Combined Fixture Value Demand (gpm) Pressure Adjustment Factor Total Adjusted demand (gpm) Required ACWWA Meter Size 10 0 2 0 2 0 218 62 0.95 58.9 1 1/2" LARGE METER SERVICE LINE NTS FIG. W-6C TD-1 2 COVER LIFT NOTCH 12 3/8 WATER CAST IRON LID NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS, TYPICAL METER BOXES (5/8"--1" METERS) NTS F1 C. W- 7 TD-13 FIRE fLOW ESTIMAT L' FORM ISO (Ins -Chance Service Office) Method of CalcLila6-ig Needed Fire Flow NFF (Needed Fire Flow) ENGINEER. Kin*Y-Florn DATE: 10/3 1 /2 022 PROJECT NAME: Wawa'1215 Se le "Frail n1mo CALC. BY:_ CBB TYPE OF CONSTRUCTION: WOOD FRAME, C,-, I Class of ConstrLwtion Coefficient — F: 1.5 GROUND FLOOR AREA: , 6'04�, 9 OF STORIES 1 Total Floor Area== Al (effective area) 6049 FIRE AREA CONSIDERED 5 ConstrLiction Factor Cl 18 (F) (Ai)0 Ci 2,000 (ROUNDED TO NEAREST 250 GPM) TYPE OF OCCUPANCY: COMBUSTIBLE C-3 (Worst Case) Occupancy Factor = Oi I EXPOSURE (X) AND COMMUNICATION (P): X, + P, = 0.001 X4 +P4 X27 + P2 X5 + P5 X3 + P3 X6 + P6 (X+P)i = I.0 + E(xi+P 0 (Max X +P)i 1.75) 1.00 (11 = NUMBER OF SIDES OF SUBJECT BUILDING) NEEDED FIRE FLOW NFF - (Ci) (0i) (X+P)l NFF = 2,000 atic Spiinlders: Reduction Factor: 0% % X NFF Attonic NO 0 TOTAL: 2>000 Reqtiired Fire Flow - Rotinded: 2,000 gpir, nts, Req-Ltired,*: 2 Fire Hydra 1 CERTIFY THAT THE ABOVE INFORMA110N IS TRUL4 AND CORRECT SIGNATURE: P.E. COMMERCIAL AREA REQUIRES 350 FT. MAXIMUM HOSE LAY References: NFF calculation procedure described in A. W.W A. M-3 1, I.S.O.'s 1980 Colimiercial Fire Rating Schedule wid I.S.O.s 1980 Fire Stippressioil Pwfiiig Schedule. .9/94 Form F-9 0 ff) N ham r) C\J < > 0 LLI z 0 < 0 00 0 co 00 < - 0 n W 00 r- 0 Z 0 Lu � D CO J 0 C/) :2 _17 Lii y 7 3i W 0 _17 Elf n __J 0 � < :ii Ape In 1`0 0 0 ok RYA PERKIN S. :P.,4 LiC. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. OTHER NOTES: - ALL AREA LIGHTS ON 17 FT. POLES MOUNTED ON 6 IN. CONCRETE BASES - ALL CONCRETE BASES TO BE LOCATED 5 FT. BEHIND CURB - ALL FIXTURE COLORS SUBJECT TO FINAL APPROVAL BY CLIENT GRAPHIC SCALE IN FEET 0 15 30 60 111 30' THIS SITE IS LOCATED IN A REGION WHERE LIGHTING IS REGULATED BY LOCAL ORDINANCES ILLUMINATION LEVELS ARE THE RESULT OF CONDITIONS OR REQUESTS BY OTHERS RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INCIDENTS CAUSED BY INSUFFICIENT LIGHTING AND DOES NOT RECOMMEND THESE LEVELS FOR SECURITY AND SAFETY REASONS LUM NO. LABEL MTG. HT. 1 A2 17.5 2 A4 17.5 3 A4 17.5 4 A4 17.5 5 A4 17.5 6 B4 17.5 7 B4 17.5 8 B4 17.5 9 B4 17.5 10 B4 17.5 11 B4 17.5 12 C4 17 13 C4 20 14 C4 17 15 C4 20 16 C4 17 17 C4 20 18 C4 17 19 C4 20 20 C4 17 21 C4 20 22 C4 17 23 C4 20 24 C4 20 25 C4 17 26 C4 20 27 C4 17 28 C4 20 29 C4 17 . . . 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Jy f, .. ..`,}. .Jw. xl a,r.� , - d... .`.an..t`�te:G+-rcr �r,c.��...;:.o& LABEL CANOPY• :: .: DELIVERY ENTRANCES & EXITS PAVED• 1 r� •i: • • • r r r rr • UNDEFINED r rr W Q z O UnLd I 0 N N U z >• C) co Wz � O Q� �U 00 O i� � U Q^,Mh, I z 00 r- O z N -0 = � Li J z -- o W O cn > U. zo Lli W n �cn N � O� N o� 11* Mae0 r- O N S O !__L_ E)-- U) LL cf-- W -5 O O N = cn 000 CL.� Q W0 Q o W m 0 O Q Cn <L W 09 0 0 U i 2(I�(Z3 SHEET NUMBER CL-1 01 Q D O U W Q m J Q U C: or Q) _,� a v 0 m V) Q (_ a C L_ O _ I a _0 E y O T n -t-� Z) 0 -r 0) n (5 rn U C V Q) -,.-r _0 U 0 V) fn Q C O C_ s_ 0 _ y E Y T (_ 0 41 0 0- 0 0 C O C 0 0 c) N_ > L -0 O (n _J U <Q C I- v W a-+ f) � L 0 z .� i= o _� � I +i T_ C 0) O to E I U J 0 U In -F-N Q) 4-` Q) C Jc O 07 0 U a C 0 v 0 Q U L t2 L 0 0 _6 E C: () -0 Q) C L 0 0) 4- O � v 0 In O7 Q) N CL tv 0 0 Q L_ L 1 0- gn �- 0 O � O U 0 T � Q) t_ � 0 l 4- -I- 00 C Ln to U n V T_ C 0 �_ QJ U (n I a U_ � � Q U ii-- U Q) (2 1n E v a Jc O o In 4- � _T N � O 0 !1 0 ' J N � O � N C fn CY) - O L > 0 L_ 0) (_ -0 4- Q) 0 I , 4_, C Q) E _J � <Q � I_-- rn W � 0 C (D a z_ fn i- Z - J Q Q) '- O _0 Ln O 1 -' J C U vv) v -;-J L O V) 0 0) V) v 0 Y � n` U W rn (n +� 0- -1--u Q) C Q) 0 C- U W Q) C_ Q) c (- :t a � Q) +, Q) (n , � Q) gs L o U 0 -i-; � C v >, E M 0 U -0 0 () -0 -+-+ (_n -I� _O (- Q r- QTY LABEL DESCRIPTION e 1 A2 ARE-EDG-3M-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) r 4 A4 ARE-EDG-3MB-DA-06-E-UL-XX-700-30K (SPECIAL ORDER) 6 B4 ARE-EDG-4M8-DA-06-E-UL-XX-700-'30K (SPECIAL ORDER) THE EDGE® Series LED Area/Flood Luminaire Rev. Date:Vv 04101/z0co Product Description DA Mount THE EDOE'' Series has a slim, low profile design. Its rugged cast aluminum housing minimizes , ,"a wind to d re uirements and features an into ra! weatherti ht LED driver com artment and hi h a q y 9 P 9 heat Various mountin choices; Adjustable Arm Direct Arm Direct Arm 4r f 1: erformance aluminum sinks. r•.> .r ,. r i rrn tit n l F u- Long, o S de A (de a s o page 21, Includes a ea /debris g Ord. " �. s Applications: Parking lots, walkways, campuses, car dealerships, office complexes, and internal roadways � f Performance Summary 27.1" 688mm t 1 Pak`ented NanaOphca PcOduct Technology Assembled in the U.S.A. of U.S, and imported parts 18.1" GRt Mlrllmtit 70 CRI ,, 4 min 140 1 9.0" - r � - NEMA 3-Pin Photocell Receptacle location +- 70 K +- r CC7: 4000K (/ 300Kh 5 0 I / a00K) standard 229mrn ( ) Y a d o do ordere as an n ( 1 P -- Ltrtjllod Wain nty'110 years on lummalrel 0 years oft Colorfast DeltpGuard finish' _r 4 Convenient, _. ... htt reel h in ccm warrant r � r nt , 'S e ! fo wa ra terns e -_.efts ID.I g_ y r l 53rnm tnterlackin 9 Mountin 0 9 I ' Method (99mm) Accessories Field-lq�talled Bird Spikes 8acktight Control Shields XA-BRDSPK XA-200LS-4 Hand -Held Remote - Four -pack XA-SENSREM - Unpainted stainless steel - For successful Implementation of the programmable multi -level Shorting Cap option, a minimum of one hand-held remote is required L�- _.,___-._.�n. _ XA-XSLSHRT __-___.__ __ Ordering Information AA/DL/SA Mount - see page 22 for weight & dimensions Ex m le: RE- DG-2M-AA-1-E-UL-SV- 50 a p A E 2 3 E u .. rod t P c 0 ". t t P S, , a i M unt n 9 LD E ; ou nt 4 i 5 er es lta Ya e 9 lr• CQ,o . , , 0 to P i s A .D r1 .. ; Xq :: C 4.r nk rq , t' :i 0 to n S P 0 ,,t ) Xt ARE- 2M 3MB 4MP AA 02 E UL BK 350 DIM 0-10vDimming PML2 Programmable Multi -Level, EDG Type II Type III Type IV Adjustable 04 Universal Black 35OmA - Control by others 10-30' Mounting Height Medium Medium Medium Arm 0b 120-277V 8Z 525 - Refer to Dim my spec shget - Refer to PM sec sheet for 2MB WKS w/Parllat DA 08 UH Bronze 525mA for details details B 5 Typell 3MP L OireckArm 10 Universal SY 700 - Cali t exc ed ecifi d rive - Intende for dow ti ht a sp e d d n g ' Medium T e III 6M YP L M ium T V w/8 5 ed e YP DL Direct Lon g 12 347 480V Silver WH 700n1A Avails b current licati n at tilt a a s 0 PP Not available with PML R NEMAe 3-Pin Photocell 2MP w/Partial Medium Ann 14 White - with 20• options Receptacle T el DLS YP I 5S ib o 6 LEDs 3• utrece ale erANSI D lc HL Hi Low l ual Circuit in ut P / f P p P Medium 4M T e V 1 .0 HL s ec shoe C 36 1 - Refer to t for P w/Partial Type IV Short details - Not available with SA mount BLS Medium 3M 4MB - Sensor not included - Intended far downlight a lications with maximum P Photocell PP T e III T e IV - Refer to P_ML soec sheet for 45' lift Medium Medium availability with PML options . Requires photocell or w/BLS Available vrith Ul voltage only shorting cap by others P r PML Pro ra ma6l M lti-Level Refer [o h L �ooc sheet far 9 m e u 20-40' Mounting Height availability with PML options - Refer to PJdL� sheet for 40K 40o0K Color Temperature FLD- 26 70 N6 AA EOG 70 25° Flood 70' Flood NEMA Adjustable details - Minimum 70 CRI 40 6 Arm - intended for downlight - Color temperature per 40' Flood Sin 9 SA Side Arm applications at O' tilt luminaire - Available 0.60 LEDs , Reference EPA and pole cunfiguration suitability data beginning on page 19 �� y�^ �P "S LIGHTING US: creatinhtino.com 1800) 236-6800 Canada: creelightim-canada,com (800) 473-1234 THE EDGE"I LED Area/FLcod Luminaire Product S ecifications p CONSTRUCTION & MATERIALS • Slim, low profile, minimizing wind load requirements • Luminaire sides are rugged die cast aluminum with integral, weathertight LED driver compartment and high performance heat sinks • DA and DL mount utilizes convenient intertocking mounting method. Mounting is rugged die cast aluminum, mounts to 3-6" 176-152mm) square or round pole and secures to pole with 5/16-18 UNC bolts spaced an2" 51mm centers ( 1 AA an SA mounts are ru ed die cast aluminum and mount to 2" d 9g 51mm IP 2.375" 60mm O.D. tenons ( ! 1 1 • Includes leaf/debris guard • Exclusive (colorfast DeltaGuard's finish features an E-Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are available • Weight: See Dimensions and Weight Charts on pages 1 and 22 ELECTRICAL SYSTEM Input Voltage: 120-277V or 347-48OV, 50/60Hz, Class 1 drivers • •> Power Factor. 0.9 at full load • Total Harmonic Distortion: < 20% at full load • DA and DL mounts designed with integral weathertight electrical box with terminal strips (12Ga-20Ga) for easy power hookup Into r liOkV ur e u ression rotect'on tandar a s s 1 s d 9 9 PP P • When code dictates fusing, a slow blow fuse or type C/o breaker should be used to address inrush current • Consult factory if in-luminaire fusing is required • Maximium 1OV Source Current: 20 LED (35omAl: tOmA; 20 LED (525 & 700mA) and 40-80 LED: 0.15mA; 100-i60 LED: 0.30mA REGULATORY & VOLUNTARY QUALIFICATIONS • cULus Listed • Suitable for wet locations • Enclosure rated IP66 per IEC 60529 when ordered without P or R options • Consult factory for CE Certified products • Certified to ANSI C136,31-2001, 3G bridge and overpass vibration standards when ordered with AA, DA and DL mounts • ANSI C136;2 iOkV surge protection, tested in accordance with IEEE/ANSI C62,4L2 • Meets FCC Part 15, Subpart B, Class A limits for conducted and radiated emissions • Luminaire and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B t 17 • DLC qualified with select SKUs. Refer to littps://Yiww.designtights.org/search/ for most current information • Meets Buy American requirements within ARRA CA RESIDENTS WARNING: Cancer and Reproductive Harm - vrrrw.p b 5 wa r n i n g s. c a.g ov US: reek htin .com 1800) 236-6800 Canadat creet(t hlin - anada.com (800) 473.1234 ��\ REOLEONARD 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 1 redleonard.corn Electrical Data° ' Lumen maintenance values at 25'C 177'FI are calculated per IES TM-21 based on IES LM-80 report data forthe LED package and in -situ luminaire tasting. Luminaire ambient temperature factors MATF) have been applied to all Lumen maintenance factors. Please refer to the rrmperature Zone Referenca Document for outdoor average nighttime ambient conditions ' In accordance withlES TM-21, Reported values represent interpolated values based on time durations that are up to 6x the tested duration in the IES LM-80 report for the LED ' Estimated values are calculated and represent lime durations that exceed the 6x lest duration of the LED LIGHTING QTY LABEL DESCRIPTION 24 C4 CAN-304-SL-RD-06-E-UL-XX-525-30K (SPECIAL ORDER) j r �. 304 SerieSTM LED Recessed Canopy Luminaire Product Description Luminaire housing is constructed from rugged die cast aluminum components iRS Mount) or die c st and extruded aluminum corn onents RD Mount . LED driver is mounted in a s ated a p ( ) e r' r m t t llw r rm owl fit r. i' weathe tr ht Conte cha tier ha a o s fo access f o bet he x u e Lum nalre mounts 9 direc l to the cano eck and is secured in lace with die cast aluminum trim frame. Luminaire tY PYd P housing is provided with factory applied foam gasket that provides a watertight seat between luminaire housing and canopy deck. Suitable for use in single or double skin canopies with 16" 1406 mm) wide panels. Designed for canopies of 19-22 gauge (maximum 0.040" D min] thickness). Applications: Petroleum stations, convenience stores, drive-thru banks rind restaurants, retail and grocery Performance Summary ed o0 l r d t Te h t Patent Na t P o ;, c 1t0 0 n e P Y `I As embled in the U.S.A. of U.S, and irn orted arts 5 p p CRi. Minimum 7O CRl ' , ' r..' CCT: 4000K (+/- 300KI. 5700K I+/- 500K1 standard Ll pited Warranty, 10)rt ors an lurrt natre/10 years 61i Colorfast Qt lta , "; hnlsh t See hilp://Llghting.cree.com(warmnly for warranty terms Accessories Fie -t7 fled 1 d a Orderin Information 9 Example: CAN-304-5M-RS-04-E-UL-SV-350 RS Mount r �' "�i�,, L M `tivt ''*4, . M 4a%4 -, ^l A t Y iR r uG' 'th I,- x ", "t + � a V:", .4, _- - I 14"SO O , (356mm) I --2.r -- �56mrm1 8.7" (220mm) 9.6" 244mm 1 { Y 1 __.____-___. ti, Mutil-tevel Sensor location (ordered as an option) I 0O z -„__(5bmml f 8.7" (220mm1 9.6" (244mm) Wei' ht 9 z2.a ins. 9.9 ��- I 1 kg CAN-304 I E I i I o ct',.., Pr du 0 ll ,. .,.:, .. P. 4>. ` M u tin -` o n 9 Cut' LE0 o n , S s arts ota V t e '. 9 Col ar A rien ' rive Cu t. ,-, do s 0 n P . ,, _ ... 1x 101 ._ t o s Q P t n ,. _ , - .. CAN-304 SM RS 04 E UL BK 350 DIM 0-tOVOimming +W 7 V Medium Y A e a ed Sir le S 'n ft Coss W 9 06 unive t rsa Black 350mA - Control b oli ers Y 55 RD 120.277V BZ 525 - R fer [ Dimmin sec sheet for etail e o d s @ Y T e V Sh rt YP o Recessed Double Skin UH ion>e B - 5 mA 25 - Can't exceeds ecified drive current P PS Universal SV 7 0' 0 F Fuse Petroleum Symmetric 347.480V Silver 700mA - When code dictates fusing use time delay fuse SL WH - Refer to PML soec sheet for availability with PML Sparkle Petroleum White options PML Programmable Multi -Level - Refer to PML�ec s�f g_t for details 40K 40o0KColorTemperature - Minimum 70 CRI I . Color temperature per turninaire I • 60 LED luminaire requires marked spacing: 48' x 24' x 6' 41,219mm x 61omm x 152mm1: 48' (1,219mml center -to -center of adjacent turninaires, 24. 1610mm) luminaire center to side building member, 6" overhead building member CL US Rev. Date: V210/26/2018 'W,p US: 0ghting.cree.com T (800) 236-6800 F 12621504-5415 Canada: venve.cree.com/canada T (800) 473-1234 F 18001890-7507 304 SeriesTM LED Recessed Canopy Luminaire Product Specifications lacttrcal Bata' CONSTRUCTION & MATERIALS • RS Mount luminaire housing is constructed from rugged die cast Total Current (A) aluminum and incorporates integral, high performance heatsink fins LED Count System specifically designed for LED canopy applications (x10) Watts 120-480Y 120V 208V 240V 27N 347V { 480V • RD Mount turninaire housing is constructed from rugged die cast I aluminum and features high performance extruded aluminum heatsinks - s cifi ll sin f r LE ano a lication pe ca y de g ed o D c py pp s 0 35 rnA LED driver is mounted in a sealed weatherti ht center chamber that 9 �-___._ µ_ .. .'_ _.,: allows for access from below the luminaire 04 46 0.39 0.24 0.22 0.21 0.15 10.12 Field adjustable drive current between 350mA, 525mA and 700mA on 06 69 0.57 0.34 0.30 0.27 0.21 i 0.16 Non -IC rated luminaires_ I rninair hausin rov' d with f ctor a lied fo m a k t and Lu a ide a a s e Y P 9P P 9 t 52 n A 5 rov' for was rti t eat b tween luminair h sin an ano Ides a e h s e e ou d o P 9 5 PY deck 04 71 0.59 0.35 0.31 0.2a 0.21 a.16 • Mounts directly to the canopy deck and is secured in place with a die - - -- - 1 cast aluminum trim frame D6 lot 0.84 0.49 0.43 0.38 0.30 1 0.22 • RS mount includes inteyraljunction box which alloys ease of installation 740mQ without need to open turninaire • Suitable for use in single IRS Mount[ or double [RD Mount) skin canopies 04 94 0.79 0.46 1.40 0.36 0.28 0.21 with 16" (406mm) wide panels �� _ _ _ - - + Designed for canopies of 14-22 gauge (maximum 0.040"limn( 06 135 t.t4 O.bS 0.57 0.11 0.40 10.24 thickness) ---- --• -- -- TM See 228 ores cano luminaires for cano ies usin 12" 305mm S PY P 9 [ I . Electrical data at 25'C 177'FI d ks ti n ec ec o s • Exclusive Colorfast DeltaGuard`e finish features an E-Coat epoxy primer with an ultra -durable powder topcoat, providing excellent resistance to corrosion, ultraviolet degradation and abrasion. Black, bronze, silver, and white are vailable a TX 3A4 a to m fie t Ad use L men a e S r s, A h f t d, u M, mtortanc, ELECTRICA SYSTEM L 25K hr 50K hr 75K hr t00K hr • In ut Volta et 120-277V or 347-48OV, 50/6OHz, Class 1 drivers p g Ambient Initial Projected t Projected , Calculated , Calculated a • Power Factor: > 0.9 at full load LMF LMF LMF LMF LMF • Total Harmonic Distortion; < 20% at full load 5'C (41°FI 1.D4 0.97 0.97 0.95 0.93 • Integral weathertight electrical box with terminal strips (12Ga-2DGal for easy power hookup f0'C 150'Fl 1.03 0.98 0.96 0,94 0.92 • Integral IOkV surge suppression protection standard --- -- • When code dictates fusing, a slow blow fuse or type C/O breaker should 15'C 159'FI 1.02 0.97 0.95 0.93 0.91 be used to address inrush current - - • 1OV Source Currenti 0,15mA 20'C l68'F) 1.01 0.96 0.44 D.92 0.90 REGULATORY & VOLUNTARY QUALIFICATIONS 25'C 177'FI 1.00 0.95 0.93 091 0.89 • cULus Listed 'Lumen maintenance values at 25'C are calculated per TM-21 based on LM-80 data and in -situ turninaire testing. • Suitable for wet locations Luminalre ambient temperature factors ILATFI have been applied to all tumen maintenance factors. Please refer to the Z R fer far • Meets FCC Part l5 standards for conducted and radiated emissions em era ur e nce u umen outdoor average nighttime ambient conditions Tin accordancewithiESNATM-21-l1, Projected Values represent interpolated value based on tiriodurations that • Enclosure rated IP66 per IEC 60529 are within six times 16x1 the IESNA LM-80-06 total test duration fin hoursi for the dtvice under lasting IlDurl L.e. the packaged LED chip) • 10kV sur a su ression rotection tested in accordance with IEEE/ANSI g PP P 'In accordance with IESM4 TM•21-11, Calculated Values represent t me durations that exceed six times I6XI the IESNA LM-80.00 totat lest duration tin hours) for the device under testing ([Out) i.e. the packaged LED chip) C62.41,2 • Luminaire and finish endurance tested to withstand 5.000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117 • DLC qualified when ordered with PS or SL optics and 525 or 700mA drive current. Please refer to www.designL!ghts.org/QPL for most current information • ROHS Compliant, Consult factory for additional details • Meets Buy American requirements within ARRA ' ®CA RESIDENTS WARNING: Cancer and Reproductive Harm - rvvvw. p65warnins.ca.gov 'Wo US: Oghting.cree.com T 18001236-6800 F (262) 504-5415 Canada: www.cree.com/canada T 1800) 473-1234 F [8001890-7507 QTY LABEL DESCRIPTION 10 D1 KR6-20L-30K-120V + KR6T-SSGC-FF J, ,f l * SCR Series Ordering Information Fully assembled turninaire is corn posed of two components that must be ordered separately: E am l: H ust t KR6- L 3 K-t OV 1/ one ton KR T SSGC-FF x a e o ne 20 5 2 0 R c 6 tt us u I ' ' ,; , e ect r (' 0 1 Sri st a ord `r d fie a s el R o ff P9 _ b or P r_ l Y KR6T --� r $e i s .. ''' l t r`"lam Ref e n s is . 4 F tl F F n 1i[0tan la e I s h „ g_ ..._ ,. - _i s. P - KR6T Standard Trim - Reflector attaches to housing with pan head fasteners and keyhole slots SSOC Soft Satin Otow. Clear FF Matches Reflector WF White Paint WW Wall Wash Rev. Date: V1506/11/2020 P. _ , it: I 1 4 ^h o . o (D r 11.9" f302mml e 0 y ' {-- 12.6" (320mm) t t n 7.4"* 87 1 min �e� ( I -1-- 7.0" -� (178mml Emer enc Backu 9 Y P o , 18.4" (467mm1 '/ 19.7" -�1499mm)�� f �� 7.4"* (187mm) I 1 -4- 7.0" -i,- (178mml • Add 1.5" 138mm1 for 60L Lumen Package s' of t ustb reed se rat l H n i arm eo r o e) all 1 R ec d g (, P Y KRb r Se tes Size Reflecto r P Lumen , a 9 (1P i 1e C C T Val a t a 9.• o f C n rats 0 'o � ` U n P 3 KR 6 Blank 9L Blank 2 7K 120Y Blank WD Sunset im D 6 Round 13W, 700 Lumens - 54 LPW 70' - 2700K 120 Volts • For standard control offering refer to . 9L and 13L fa 27K with Triac inch 13L Bearn - 9L thru 40L only 297V control availability chart an page 4 Dimming only 18W,1,100Lumens-61LPW Angle 3UK 277Volts 1OV 0/1-10VOimming E81 Emergency Backup 20L 3000K 347Y - Refer to control availability chart on - Minimum 90 minutes 30W,1,700 Lumens - 57 LPW 35K 347 Volts page 4 - 120Y, 277V only 30L 3500K LES Lutron EcoSystern" Dinning - Minimum operating temperature: 39W, 2.550 Lumens- 65 LPW 40K - Refer to control availability chart on O'C 132°FI 40L 40K Not 44W, 3,350 Lumens - 7b LPW 50K - available with 60L 60L 5000K 87W,5.300Lumens-61LPW -Available on40L • Avail ble on 12UV and'!'/'IV oni a Y and 60L onl Y r �%�� : Ecosystem. e, ��+ �,j rrlrrr�lw i+t T e C ��. US � Enabled L I lJ f 1 T I N l7 YECHNOLOG'r `Ws US: cree0ohting,com T (8001236-6800 Canada: creeliahtina-canada.cgrmr T 18001473-1234 KR61M LED Specification Downlight - Round 6" Product Specifications CREE TRUEWHITE'° TECHNOLOOY A revolutionary way to generate high -quality white light, Cree TrueWhite" Technology is a patented approach that delivers an exclusive combination of 90+ CRI, beautiful light characteristics, and lifelong color consistency, all white maintaining high luminous efficacy - a true no compromise solution. CONSTRUCTION & MATERIAL • Low brightness parabolic spun Alzak aluminum cone, 0.06" (2mm) thick with polished radius and continuous self -flange Soft Sahn Glow Clear finish standard 2" 51mm a erture thr at to accomm date all standard and u to 3" ( )p o o p 176mrn) thick ceilings and provide flexibility in mounting within grid • Provided with quick mounting brackets for optional carrying channels Light enyute, ophcs, and dnver accessible from below celing ELECTRICAL SYSTEM • Power Factor: > 0.9 for 120V and 277V • Total Harmonic Distortion: < 20% at full load • Input Powers 120, 277V, or 347V, 50/6OHz • Operating Temperature Range: -18'C - +40'C (O'F - +104'FI; minimum operating temperature with EBY option is OeC 132'F1 • 1OV Source Current: 9L & 13L: 0.15mA; 20L-40L: 2.2rnA; 60L: 0.I I rnA CONTROLS r For standard control offerin r far to control availabilit chart on a e . e 9 Y P9 • Triac dimming to 5% • Continuous dimming to 10%with 0-10V DC control protocol • 1 OV Source Current: 9L & 13L: 0.15mA; 2OL-40L: 2.2mA • For use with Class 2 dimming systems only • Use only lighting controls with neutral connection or controls Intended far use with LED fixtures • Lutron EcoSystem'H Dimming to 1% • Reference htt :/ creek htin .Com roducts indoor Derr-construction- downitghts/kr-series for recommended dimming controls and wiring S i fie u e L` en in n : eGe�Anab -otAd! st rL um, Ma tons ce ; Ambient Initial Delivered Lumens Initial LMF 25K fir Reported' LMF 50K hr Reported' LMF 75K hr Estimated' LMF 10OK hr Estimated' LMF 9L, 13L 1.04 1.04 1.04 1.04 1A4 5'C 20L 1.04 1.04 L04 1.04 1.04 141'F) 30L 1.04 1.03 1.03 1.03 1.03 40L 60L 1.04 1.01 1.00 1.00 1.00 9L, 13L 1.03 1.03 1.03 1.03 1.03 10'C 20L f.0 3 1.03 1, 03 1.03 1. 3 -_ 0 150'Fl 30L 1.03 1.02 1.02 1.02 1.02 4 OL bOL 1.0 3 1. 00 0 .99 0 .99 V 0 .97 9L 13L 1.02 1.02 1.02 1.02 1.02 15'C 159°F► 20L 3oL 1.02 1.02 1.02 1.01 1.02 1.01 1.02 1.01 1.02 1.01� 40L, 60L 1.02 0.99 0.98 0.98 0.98 9L,13L 1.01 1.01 1.01 1.01 1.01 20'C 20L ~ 1.01 1.01 1.01 1.01 1.01 168'FI 30L 1.01 1.00 1.00 1.00 1.00 40L, 60L 1.01 0.98 0.97 0.97 0.96 9L, 13L- 1.00 1.00 1.00 1.00 1.00 25'C 20L _� 1.00 1.00 1.00 1,00 - 1.00 177'F) 30L I.00 0.99 0.99 0.94 0.99 GOL. 60L 1.00 0.96 0.96 0.96 -W 0.95 9L.13L 0.99 0.94 0.99 0.99 0.99 3U'C 20L 0.99 0.98 0.9a 0.98 0.98 8b°F ( i 30L 0.99 0.98 0.78 0.98 - 0.98� [{` 40L, 60L 0.99 0.9b 0.95 "" 0.94 9L, 13L 0.98 0.96 0.98 0.98 0.96 35°C 20L 0.98 ^ 0.97 0.97 0.47V� 0.97 195'F) 30L 0.98 0.97 0.97 0.97 0.77 40L.60L U.98 0.95 0.94 0.94 0.94 dratr1 sins'Lumenmaintenancevaluesa125'Cl77'Flare,.k.tatedperIESTM-21basedonIESLM-a0reportdatafortheLED REOULATORY&VOLUNTARYQUALIFICATIONS mantenan olfactcreluminairetesling.LwninaireambienttemperaturefaclorslLATFihavebeanappliedtoaUlumen • eULus Listed ' In accordance with IES TM-21, Reported values represent Interpolated values based on time durations that are up to 6x the tested duration in the IES Lrr•80 report for the LED. • Suitable for thru-wiring 8ii12AWG-90•C ' Estimated values are calculated and represent time durations that exceed the 6x lest duration of the LED. • Suitable for damp locations • Designed for indoor use only Instattation • Thermally protected Type NOWIC in accordance with Article 410 of the Recommended ceiling cutout 6.5" (165rnm1 `_ ; NEC and UL 1598 • Requires minimum 90'C supply conductors , . • Meets FCC Part 15, Subpart B, Class A limits for conducted and radiated Note: 30L and 4UL versions require marked spacing: 24.1600mmlx 12' 1300rnmlx'h' I12mml.24' 1600mm1 emissions luminaire to tumiraire. 12' L100mm1 luminaire to side wall. W 112mml above Luminalre 60L versions require marked spacing: 48' 11219mml x 24' 1600mm) x 1' 125mml. 48' 11219mm1 Luminaire to • EnergyStar'O certified with the exception of 91 13L and 50K CCT. Please tuminaire, 24' 1600mm) luminaire to side wall, l' 125mml above tumimire refer to htt 2-wN.energystar.gov/productfinder/producicertified-light_ fixtures/results for most current information • RoHS compliant. Consult factory for additional details • ACARESIDENTS WARNING: Cancer and Reproductive Harrn- ,,,wv.o65 ,2r s.cy a.uov US: creeliah in .com T 18001236-6800 Canada: creeti htin -canada. am T (8001473-1234 LIGHTING ' - Date: Approved: 'I Type. t_IGHTlnGi Fixture: Project: F ' a FCWS7170 Exterior Dec r fixture is an IP 5 rated ADA com li nt eas to maintain 0 6 pa y fixtur that has n in1 act resistant lens and f c o tions to meet the desi n e a p ae p g requirements of your building. I �} ,pp �► w i a �'- r •� L _ .,riz A - r; 5x a, r ' '"'1 s _ ;7bY' . ti. �? �. a e? x`.„aTs #. r ^Y � -tom.='°: 10r1gf11slditTi8tiS9c4ns (Lx1)xH ] u u n 1 fixture: 24 H x 7.25 W x 4 D {' v)leigflt 9.25 Ibs I Irtttislrt U Tnanne rade corrosion resistant hear au a hl h reesure die cast aluminum 9 Y9 9 9 P lens impact resistant, UV stabilized, opal, polycarbonate diffuser rrtr3lffitttld n u mounts difectiy to standard junction box; masonry applications use four (4) 0.25 x 0.75 screws with lead anchors 1 (fasteners not included, j-box by others) fn reap rDteGllan U It IP6 . r d m or Net locations with PVC closed cell foam asket to seal out contaminants 5 d a Y, P, g 1 firlish six stage chemical iron phosphate substrate pre-treatment process with UV stable, polyester powder coat color temperature 2700K 13000K 13500K 14000K I i i IL1f31€ 0 Output 1200 Im 11800 Im 12500 iit) ( 3800 Im 1 5100 Im 1 9555 Im lifetime > 70,000 hours / L70 or better i color cDnsistericy 3-Step McAdam Ellipse / standard: CRI 2: 85 1 optional: CRI >_ 90 CRI tem erature operating: -13°F to 104-F (-25-C to 40-C) I start up: -131 to 104-F (-25eC to 40-C) I storage: -40OF to 176OF (-40°C to 80aC) p � junction temperature 730C @ TA 25eC j r. t• I UJBf rant � ear limited Narrant refer to website for details Y ( ) y Y f ��t� i P i w C a i F 5�, ..,t' :i r -y " v h! -com $' t *, �..., ,1, .m:. 4 - cx 1M ., st e y a g Q . 9 r }d` i P +C,' J" lk .aka C h g S }y .�i' $ .;w ,d ' +t � ?�i AFL socket, PL: four pin plug-in type compact fluorescent lamp holder (lamp by others) hallant ballast: fluorescent electronic. UL listed ballast standard .-.w r _ , _,e a 1, $j _ _ - - �. r , a,:;i� 1`.p'. -.,4.,p� �'.' -k .. '. f '"r.'Sr},.. A to s. { h - SS^ `n. �t t .+ y� 3 r° { Irl ut Va#t a3< e p � r 1 7 { t nl 47 it rI 1 Un1ve sa 120 27 VAC o fo a . 3 VAC rte a P l 9 ) pourer supply 0 I Integral Class 11, electronic, high power factor > 94 /o @120V � Cori#ficatiQnB ETU ETL Li fed CE Title 24 JA8 com (font ni 9 RI corn lie ADA Com (font I G S C o OG s p ( Y P ), P r standards 1598 / C A C 2.2 No. 250.0 - Class it / IES LM-79 / LM-80 UL S 2 I pl)'wer Consumption 79W @ 120V - 277V (maximum) ditrinliftg Interface - -------------- standard: 0-10V (1 %) I optional' ELV (120V only)/DMX (remote only)/DALI (Integral) 1 ---- Expanded Oiselaimer: thie to cDttinuaus dt=ve�Opment and improven?ont�, „1,ectncall-rs arc , eject to ct.ango witr,0ut notice: FC Lightiltg and .,old .Mato Lurn,na�r s reserves the riglTt to change lac t,at o0iails w sj1eU(ica- lions without notice. Product use certifies acyeernent to Solid State Lumalates terns aird cofAitlorrs. FUN 8 FC VS Series redures ale enginwred and rfraiied in our ;8srois rnanulacttxing facility. JS Rev. 01/03/2018 L I G I-f -r r G a US Commerciall Lighting Manufacturer Since 1982 .e `# _.- ___ --__ _ _-_-____.-_.-___ _-_.--- -- -_ Fcws717o , w. _ �.________-- -._ -__.- -- " s£ t VOL Ai,> saa c�/ P£ "irul /L D LOM£Ns cRl R£S ?. H T M £ f11# ; -:F(s N z N :: aP 1nN : & CESSa "t T 5 _AC R S FCWS7170 UNV UNV 12OV-277V LED 27K 1200 Lumens (1OW) CRIBS 85 CRI BK Black LO 0-1 OV Dimming (1%) ! RB tarlr% 34 V 347V gf 1 1 Lumens 15 5 f/ 7 (tegra) 3K 800 ( W) s?r, ". 82 Br n . o ze ELU L Dimmin f V E V g (20 only) 35K 2500 Lumens (21W) CH190 90 CRI CC Custom Color DMX* DMX Dimming* (Integral) 4K 3800 Lumens (31W) SL Sliver DALI* DALI Dimming* jrntegrat) 5100 Lumens (40M WH White SBU Battery Backup (remote only) 9555 LumensV9W) BA Brushed Aluminum '`rotfsultfactorylorleadtlrlfe 611tacttbe Factory for Marl) E'+1 saUr6e opt on - Face Options (standard face is Included - see face options on diruonsfons page for reference) F A s fa n dire n i n e A ace ee ce o e s a s a ( p9) B Face B (see face on dimensions page) D Face D (see face on dimensions page) . " ' L i G t1 T I ri G a US Commercial Lighting Manufacturer Since 1982 i'�i on � cult JS Rev. 01/03/'2018 ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUTS) AND PHOTOMETRIC PLANS) INCLUDING BUT NOT LIMITED TO ANY PROIECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED 1 FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE E F INSTALLATION OF AND O INTEGRITY 0 EXISTING BUILDINGS SURROUNDING AREA FOR PRODUCTS SUCH AS EXISTING POLES ANCHOR BOLTS BASES ARCHITECTURAL AND SIGNAGE STRUCTURES LAND CAPING PLANS I HT{ PL N S FIXTURE SELECrioN S AND PLACEMENT MATERIALS COLOR ACCURACY TEX-rURE S AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE RED LEONARD ASSOCIATES ( ), L G N G A (), () , { ), , (), r INC. DO NOT E IABILITY WHATSOEVER FOR ANY PURCHASES MA E BY CLIENT BEFORE DURING OR AT THE CONCLUSION OF THE PUBLISHE WORK. THE CUSTOMER ITS RELATIVE AFFILIATES AS WELL S ANY OTHER ES ASSUM L D D A PERSONS) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS D ENT S OR PRO CT S , SYM LS ARE NO-r DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES NLY. SIZES AND DIMENSIONS ARE APPROXIMATE ACTUAL MEASUREMENTS MAY VARY. DRAWIN S ARE NOT OCUM () JE () BO O G INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECTS) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/oR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZA-nON FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. QTY LABEL DESCRIPTION 2 S2 FCWS7168-XXX-35K-2500-CRi85-XX-D �,� _, x' t s� *E , , a a S �1: Date: Approved: Type: Fixture: Project: FCWS7168 Exterior Decor fixture is an IP65 rated, ADA compliant, easy to m intain fixture th t h s n irn a t resist ntlens nd face o tions to meet the a a a a c a a P p design requirements of your building. `�' ' lengths/dirllensions fixture:18.6" H x 7.25" W x 4" D t '_ r�fl fight 7.5 Ibs _ r f�ousing lnarine grade, corrosion resistant, heavy gauge high pressure die cast aluminum lolls impact resistant, UV stabilized, opal, polycarbonate diffuser r1f0t1ntlrty mounts directly to standard junction box; masonry applications use four (4) 0,25" x 0.75" screws with lead anchors . (fasteners not included, j-box by others) as ,,. IP : r r r w t l i n wi h PV 'I I f 1r k o 1 Dut coot minants iftt Teas rDt "cTlrin 65 d da H o e ocat o s t C G osed ce 1 oa) as et t sea a p, -1 t) Y g f" , ix tag a •hemi al iron hos hate sub trat re -treatment roce s w{ h UV stable of ester owder coat If11un s s J G c p p S e p p s t p y p Color temperature 27QOK 13000K (3500K , 4000K luffien output 12001m 118001m 12500 hit 14000 Im L 6200 Ito lifetime > 70,000 hours/ L70 or better color CD;nslistenCy 3-Step MaAAdam Ellipse / standard: CRI >: 85 1 optional: CRI >_ 90 CRI tr nlperelture operating: -13T to 104T (-25eC to 40'C) I start up: -1 YF to 104'F (-25eC to 40eC) I storage: -401 to 1761(-40eC to 800G) junctionterilperatUrB 73QC@TA 25eC a r 5 ear (trotted warrant refer to website for deiaiis 4'ic'trrant Y Yf ) V n lnpLlt V0#frog " Universal 120-277VAC I optionai: 347VAC (iniegrai) power supply Integral Class 11, electronic, high power factor > 94% @120V xr.`l' Ir Ge ttT Cdt O iS r ETUcEFL Listed GEC Tf le 24 JA com liant onl 0CRI c m lies ADA Com liant t 8 9 0 ( p ), P Y P starlllarde n UL 1 �98 / GSA C22.2 Plo. 250.0 - Glaser If / IE5 LPA-79 / Lr~fl-80 power consumptiori 49W @ 120V - 277V (maximum) . difrir1ing Interface a standard, 0-10U (1 /o) I optlanal. ELU (120V onl)uD(v1X (remote only)/DALI (remote only) t QUICK SHIP PRODU T visitfafi htin ,coat Due to continuous development aril( Improvements, specifications are subject to change without notice. FC Lighting reserves the right to change lab test details or specifications without notice. Product use certifies agreement to FC Lighting turrns and conditions. .Y : US Commercial Lighting Manufacturer Since '1982 specification SShee © FC Lighting, Inc. 3609 Swenson ave • st. Charles it • 60174 I fclighting.com 1 800.900.1730 KW Rev. 072319 F0YdS7168 Uf1V lihN 120V-277V LEO 27K ( w) 1200(untens0.5 CFII85 85 CRI BK Black LD a-1orDln,rnin 1% y( } 347V* 347V' (integral) 3K I $00 lumens (14M CRIOO 90 CRI 8x Bronze ELV* ELV Dimming' (120V only) 35K 2500lumens (20w) CC Custom Color DMX DMX Olmrning (renloteonly) 4K 4000 lumens (32M SL Sher OAL) NJ Dimming (remote only) 0200lurnens(49W) WH While BOU BatteryBackup(rernotoonly) BA Brushed Aluminum * consult factory for lead b7ne 1 "1' i �a 3 0. 1 F W d )t a� C_ --- _� A Face A (see dimensions next page) B Face B (see dimensions next page) 0 Face D (see dimensions next page) .r--- A B D Consult Factory far other options and configurations. To ensure you receive proper configurations for your Iightfng specificalkii , contact us directly about any unique application requirements. Tlfis may include but nut be limited to lumen output, mounting needs, or electrical components. QUICK SHIP PRODUCT visitfcfigming.com Due to continuous development and improvements, Specifications Oro subject to change without notice. FC Lighting reserves Oie right to change lab test details or specifications without notice. Product use certifies agreement to FC Lighting terms and conditions. 4 US Commercial Lighting Manufacturer Since 1982 a ificatio t Sheet @ FC Lighting, Inc. 3609 Swenson ave - st. Charles it ° 60174 1 fclighting.com 1 800.900.1730 KW Rev, 072319 PROJECT NAME: WAWA AL MARLE � NTY VA yr DRAWIN•�/G NUMBER: R L-72 / 7- 1- R S fi , ,t ?l-r#? cr yd. t } ziY` e s`r� -i 2 _+' r r f Ti3' i f .. ' 4 f 1 pFl N t t i4 d r t-n 'I c 1 7 r r.. r- xi S art. r rr e d> sr e »n "�s J t' s � , .: 3t Tr z. z r -.t 3 v' rc�,r Y ,yi':. g } v T - ,''.. i�; 'I 4.. `FF7'rt� ,�`7'� Yr �d, ;tA,+m ".. 9' n �1 z ,O V �W�y ry O z O n N U z� V) o Wz i- O Q OU 000 O (n E f r-J . Q � I z O 0 or�o z N (fl Q I I W -It 7- -. O W � D CO J O U? - = LLJ `y >-wz� f LLJ W O [- 0- S� n __I N §i O >_ N Q � i f7 C) N F- wO o 0 -D O W N cn O 00 I._._ � `� 0) V) <C m >- m o� o m 0 _ N_ N �_ <C U (n W Q W _ co r� U • 2 (� Z3 SHEET NUMBER CL-501 6 *, 10000, )06 PARCEL ID: 061WO-02-00--002BO 169 IT C 208 FPAH 91 PAH CS 451 PLANTED AREA Nick FENCE (SEE DETAIL IV SHEET CS-502) SQI SSL ANT 56 /RIVER ROCK, TYP. GS -11731 12 FCS it 6"GB wa 2 SITE LIGHTING, TYP. 2.26 ACRES HXS 38 6,049 SF IV PLANTED AREA CXA Lij SQFT re) L0 PLANTED AREA AR to FG371 I- - � EXISTING TREES PLANTED TO REMAIN, TYP. 00 SS -TWO '-SCHEDULE 40 PVC IRRIGATION SLEEVES, TYP., SS COORDINATE WITH IRRIGATION DESIGN�f� 87 SQF W W W W W Tq PLANTED AREA X/ to I FENCING, TYP. SEE air." imomoo NOW W --Amw M_ RIC 4 4 775 SQFT PLANTED AREA FENCE MEANDERS MULCH ENTIRE BED, TYP. PARCEL USE: VACANT C_ PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMONNAME CONT CAL / HT REMARKS AR 5 Acer rubrum 'October Glory' October Glory Red Maple B & B 2.501 CAL. MIN. Strong Central Leader, Matched. GB 7 Ginkgo biloba 'Princeton Sentry' Princeton Sentry Maidenhair Tree B & B 2.5h CAL. MIN. Strong Central Leader, Matched. GS 2 Gleditsia triacanthos inermis 'Shademaster' Shademaster Honey Locust B & B 2.511 CAL. MIN. Strong Central Leader, Matched. QR 16 Quercus rubra Red Oak B & B 2.5rl CAL. MIN. Strong Central Leader, Matched. Ll 4 Lagerstroemia indica x fauriei 'Natchez' 'Prunus Natchez Crape Myrtle Multi -Trunk B & B 8' HT. MIN Strong Central Leader, Matched. PY T5 x yedoensis Yoshino Cherry _T Strong Central Leader, Matched. EVERGREEN TREES QTY BOTANICAL NAME COMMONNAME CONT CAL / HT REMARKS Ix 11 Ilex x'Nellie R. Stevens' Nellie R. Stevens Holly B & B 8'HT. MIN Full To Base, Dense. TO T1 3 1 Thuja occidentalis'Smaragd' Emerald Green Arborvitae B & B 8' HT. MIN Full To Base, Dense. SHRUBS QTY BOTANICAL NAME COMMONNAME CONT HEIGHT REMARKS AX 9 Abelia x grandiflora 'Compacta' Compact Glossy Abelia CONT. 24" HT MIN. Full To Ground, Dense. CS 35 Cornus stolonifera'SMNCSBD'TM Arctic Fire Yellow Dogwood Cont. 24" HT MIN. Full To Ground, Dense. IC 37 Ilex cornuta 'Burfordii Nana' Dwarf Burford Holly CONT. 24" HT MIN. Full To Ground, Dense. IG 46 Ilex glabra *Shamrock' Shamrock Inkberry Holly CONT. 24" HT MIN. Full To Ground, Dense. IV 26 Ilex verticillata Winterberry CONT. 24" HT MIN. Full To Ground, Dense. IT 20 Itea virginica 'Sprich* TM Little Henry Sweetspire CONT. 24" HT MIN. Full To Ground, Dense. PIL 46 Prunus laurocerasus 'Schipkaensis' Schipka English Laurel CONT. 24" HT MIN. Full To Ground, Dense. RC 122 1 Rhododendron catawbiense —]Catawba Rhododendron I CONT, 124" HT MIN. Full To Ground, Dense. GROUND COVERS QTY BOTANICAL NAME COMMONNAME CONT SPACING REMARKS CXA 29 Calarnagrostis x acutiflora'Overdam' Overdam Feather Reed Grass #1 3011 O.C. HCC 367 Hypericum calycinum Creeping St. John's Wort #1 1811 O.C. PVH 69 Panicum virgatum'Heavy Metal' Heavy Metal Switch Grass #1 3611 O.C. PAH 125 Penniseturn alopecuroides 'Hameln' Hameln Fountain Grass #1 3011 O.C. GENERAL NOTES 1. SOD ALL AREAS WITHIN WAWA PROPERTY LIMITS THAT ARE NOT COVERED WITH MULCHED PLANT BEDS, STONE MULCH, BU|LD|NGG, HARO8CAPE, PAVEMENT, OR OTHERWISE NOTED. 2. SEED WITH PERMANENT LAWN GRASS ALL AREAS WITHIN THE RIGHT OF VVAY8 WHICH ARE NOT OTHERWISE COVERED WITH PLANTING BED8, PAVEMENT, BUILDINGS, OR HARO8CAPE, PER THE SEEDING SPECIFICATIONS ON GHEETCP-5O1. 3. EXISTING TREES AND SHRUBS INDICATED TO REMAIN SHALL BE PROTECTED FROM CONSTRUCTION ACTIVITIES BY INSTALLING TREE PROTECTIVE FENCING PER THE PROJECT PLANS AND SPECIFICATIONS. 4. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN IRRIGATION PLAN AND INSTALLATION OF THE IRRIGATION SYSTEM. SEE 8HEETOP-5O1 FOR GENERAL LANDSCAPE NOTE8, PARAGRAPH R. 5. GEE 8HEETCP-5O1 FOR PLANTING NOTES AND DETAILS. GENERAL LANDSCAPING NOTES 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED |NAHEALTHY CONDITION BY THE CURRENT OWNER ORAPROPERTY OWNERS'ASSOCIATION. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. 3. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REAOH, AND BE MAINTAINED AT, MATURE HE|GHT, THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. WAWA ALBEMARLE COUNTY - ENTRANCE CORRIDOR OVERLAY DISTRICT & SEC. 32.7.9.5 Location and Requirement Width (LF) LF Required Provided North Property Line (Greenbriar Drive) 6.8 Large Deciduous Tree (I per 50 LF)_ 6 Large Deciduous Tree 68.0 Medium Shrubs (1 per 5 LF) 80 Medium Shrubs I O'LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE 10 340 STREET TREE (2.511 CAL.) /501 W/ INTERSPERSED ORNAMENTALS (81 HT.)& SHRUBS/51. NIA Ornamental Tree (Interspersed) 6 0 rnam ental Trees West Property Line (Sernonille Trail) 4.7 Large Deciduous Tree (1 per 35 LF) 2 Large Deciduous Tree* 10'LANDSCAPE SETBACK ALONG ROAD. LARGE SHADE STREET TREE (3.511 CAL.) 35' OC W/ INTERSPERSED 10 165 33.0 Medium Shrubs (1 per 5 LF) 61 Medium Shrubs N/A Ornamental Tree (Interspersed) 4 Ornamental Trees* ORNAMENTALS (81 HT.) & SHRUBS 51 OC. South Property Lines (AJong Adjacent Property) N/A N/A N/A N/A N/A N/A INTERIOR - NO SETBACK- LIKE ZONING. I East Property Lines (Along Adjecent Property) N/A N/A N/A N/A N/A N/A INTERIOR - NO SETBACK- LIKE ZONING. I * LANDSCAPE REQUIREMENTS ALONG ROUTE 29 AND GREENBRIER DRIVE HAVE BEEN ADJUSTED ACCORDING TO COMMENTS FROM THE ARCHITECTURE REVIEW BOARD. WAWA PARKING LOT LANDSCAPE REQUIREMENT - SEC. 32.7.9.6 AND ENTRANCE CORRIDOR OVERLAY Required SF Required Trees Calulation Provided spaces provided 68 /10 = 6.8 Trees 7 Large Trees TREE CANOPY REQUIREMENT CALCULATIONS Gross Site Area 2.260 Acres 98,446 SF Tree Canopy Required 10% 9;845 SF Tree Canopy Existing to Remain 0 SF Tree Canopy Provided (Total) (Refer to Tree Canopy Break dom) 10,124SF] TREE CALCULATION BREAKDOWN Qty. Type size 10 Yr. Canopy Coverage Provided Total: 10,124 SF GRAPHIC SCALE IN FEET ill =3O' 0 q� d`c > mc� LLI�� <`' �_ ` �E �� < | �z o N') oy oo r` o OO�� 7m m �c vO-`� < ILi cy oo .� om LLi �_J�� c -m mm @z� LO u��x ..A LIJ 1 SHEET NUMBER CP_1 01 U V) N a_ U 0 U) V) Q a L 0 z I _0 E V 0 0 U s V) U C _a U O Q _a a C 0 _ _a L 0 a Q U -a a a c- 0 a � N vi O J Q U w � o z s F-- +� z Q O J O c � L n u U U 0 V) U) -;-j - a) �o a a, U / a Q� T 0 � Q E Q Ql -a O' a 0 V) 0 N 0 � 0 O � a 0 Q a� I L Q o O � U I 0 co Pg U / c > a U 0 I 0 _U a U 0 Q E cn Q 0 Lo4-1 r0 "_ N � O 0 _U O N a O Q) 0 0) O L � n V) 0 _J E Q � F- .- W V) o `= c� z ° z a Q O L I U vOi O a a, J a � C U) cn 41Q 0 V as 0 a) 0 U O E m U 0 N � 4: to 0 WAWA STANDARD LANDSCAPING SPECIFICATIONS: 1. ALL TOPSOIL SHALL BE A MINIMUM 4" IN ALL SOD AREAS AND 10" - 12" IN TREE, SHRUB AND GROUND COVER BEDS, INCLUDING PARKING LOT ISLAND BEDS. IT SHALL BE APPROVED BY A WAWA CONSTRUCTION REPRESENTATIVE, PRIOR TO INSTALLATION. 2. PLANTING BEHIND PERPENDICULAR PARKING IS TO BE LOCATED A MINIMUM OF 5' BEHIND THE CURB LINE. 3. ALL LANDSCAPE AND GRASS AREAS ARE TO BE HAND RAKED AND LEFT CLEAR OF ALL STONES, ROCK, CONSTRUCTION DEBRIS AND ANY UNSUITABLE MATERIALS, 4. ALL LANDSCAPE AND GRASS AREAS ARE TO BE IRRIGATED BY AUTOMATIC SPRINKLER SYSTEM. (SEE IRRIGATION SPECIFICATION.) 5. LANDSCAPE CONTRACTOR WILL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND PLANTING INSTALLATION. 6. ALL AREAS TO BE LANDSCAPED OR COVERED WITH STONE MUST BE TREATED WITH A PRE -EMERGENCE HERBICIDE (SURFLAN, DACTAL OR APPROVED EQUAL) IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE REGULATIONS AND THE MANUFACTURER'S INSTRUCTIONS. 7. MULCH BEDS ARE TO BE DELINEATED WITH HAND OR MACHINE DUG SHOVEL EDGING. 8. LANDSCAPE CONTRACTOR TO SUPPLY AND INSTALL A PERVIOUS WEED BARRIER (DEWITT, DUPONT OR APPROVED EQUAL) IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS WITHIN ALL LANDSCAPES, INCLUDING STONE AND MULCH BEDS. ALL WEED BARRIER WILL BE OVERLAPPED A MINIMUM OF 6" AT ALL SEAMS. AT PLANT LOCATIONS, BARRIER SHOULD BE CUT IN AN "X" PATTERN SO TO ACCOMMODATE ROOT BALL AND REPLACED AFTER PLANT HAS BEEN INSTALLED, 9. WEED BARRIER SHALL NOT BE VISIBLE IN AREAS DESIGNATED FOR STONE MULCH. WHEN STONE IS CALLED FOR ADJACENT TO CURB OR SIDEWALKS, IT SHALL BE FEATHERED DOWN TO CURB LEVEL FROM A DISTANCE 24" FROM THE CURB. 10. ALL PROPOSED LANDSCAPING TO BE NURSERY GROWN, TYPICAL OF THEIR SPECIES OR VARIETY. THEY ARE TO HAVE NORMAL VIGOROUS ROOT SYSTEMS, FREE FROM DEFECTS AND INFECTIONS AND IN ACCORDANCE WITH ANSI Z60.1 11. ALL PROPOSED PLANTINGS SHOULD BE INSTALLED PER STANDARDS OF THE "AMERICAN ASSOCIATION OF NURSERYMEN" AND STATE NURSERY/ LANDSCAPE ASSOCIATIONS WITH REGARD TO PLANTING, PIT SIZE, BACKFILL MIXTURE, STAKING AND GUYING. 12. ALL PLANTING CONTAINERS AND BASKETS SHALL BE REMOVED DURING PLANTING. ALL PLANTS SHALL BE SET PLUMB AND POSITIONED SO THAT THE TOP OF THE ROOT COLLAR MATCHES, OR IS NO MORE THAN TWO (2") INCHES ABOVE, FINISHED GRADE. REPLACE AMENDED BACKFILL IN 6-INCH LAYERS AND COMPACT BACKFILL TO ELIMINATE VOIDS. CONTRACTOR SHALL PROVIDE A FOUR -INCH HIGH EARTHEN WATERING SAUCER ALONG THE PERIMETER OF EACH PLANTING PIT. CONTRACTOR SHALL WATER NEWLY PLANTED VEGETATION PRIOR TO MULCHING PLANTING PIT. ALL VOIDS SHALL BE FILLED AND SETTLING MITIGATED AS REQUIRED. ALUMINUM EDGING SHALL BE INSTALLED AROUND ALL PLANTING AREAS TO DELINEATE BETWEEN DIFFERENT LANDSCAPE MATERIALS. 13. AFTER INITIAL WATERING AND PRIOR TO MULCHING, CONTRACTOR SHALL APPLY HERBICIDES AND PRE -EMERGENT HERBICIDES AS REQUIRED TO ELIMINATE ANY WEED SEEDS OR PLANTS PRESENT ON ROOT BALL. 14. ALL PLANTING BEDS AND PITS EXCEPT FOR LANDSCAPE ISLANDS ADJACENT TO THE BUILDING AND DESIGNATED AREA AT THE FUEL VENT STACKS, SHALL BE MULCHED WITH DOUBLE GROUND HARDWOOD MULCH AT A MINIMUM DEPTH OF 3". LANDSCAPE ISLANDS ADJACENT TO THE TANK MAT SHALL BE MULCHED WITH V-3" "RIVER STONE" MULCH TO AT LEAST TO A DISTANCE OF 5' FROM THE TANK MAT AND VENT STACK. FOR LANDSCAPES ADJACENT TO BUILDING, CONTACT PROJECT ENGINEER. 15. SEEDBED PREPARATION A. APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS OR FERTILIZER MAY BE APPLIED AT THE RATE OF 260 POUNDS PER ACRE OR 6 POUNDS PER 1000 SQUARE FEET USING 10-20-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS 4-1-2 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED IN LIEU OF TOPDRESSING. B. WORK LIME AND FERTILIZER INTO THE SOIL AS PRACTICAL TO A DEPTH OF 4-INCHES WITH A DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISKING OPERATION SHOULD PARALLEL TO THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLE UNIFORM, FINE SEEDBED IS PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. C. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS OUTLINED BELOW. D. UNLESS REQUIRED FOR PARTICULAR BMP AREAS, ALL TURF ON WAWA LEASED PREMISES IS TO BE SOD. WHEN REQUIRED FOR BMP'S, SEED MIX IS TO MEET LOCAL REQUIREMENTS. SOD SHALL BE TURF TYPE TALL FESCUE AND INSTALLED ON A MINIMUM OF 4" OF TOPSOIL. 16. PLANT MATERIAL SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETENESS. THE CONTRACTOR SHALL REPLACE PLANTS, DEAD, UNHEALTHY, DYING OR DAMAGED THROUGH LOSS OF BRANCHES AND/OR FOLIAGE. LAWNS THAT ARE NOT IN GOOD CONDITION AT THE END OF THE GUARANTEE PERIOD SHALL BE REPAIRED UNTIL A GOOD LAWN RESULTS. IT IS UNDERSTOOD THAT THE OWNER SHALL ASSUME RESPONSIBILITY FOR WATERING ALL PLANT MATERIAL AND LAWN AREA BEGINNING WITH THE DATE OF SUBSTANTIAL COMPLETENESS, GENERAL LANDSCAPE NOTES: A. CONTRACTOR SHALL REVIEW ALL DRAWINGS, SPECIFICATIONS, PERMITS, AND REGULATORY REQUIREMENTS PRIOR TO COMMENCEMENT OF WORK. B. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED LANDSCAPING AND IRRIGATION PERMITS. C. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED SITE ELEMENTS AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. SURVEY DATA OF EXISTING CONDITIONS WAS PROVIDED BY OTHERS. D. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY THE CONTRACTOR SHALL NOTIFY "MISS UTILITY" OF VIRGINIA @ 1-800-552-7001 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE PROJECT SITE. E. FINAL LOCATION OF ALL PLANTINGS SHALL BE DETERMINED IN THE FIELD BY THE OWNER'S CHOSEN REPRESENTATIVE, F. SUBSTITUTIONS AND/OR MODIFICATIONS TO PLANTING LAYOUT, PLANT MATERIALS, ETC. SHALL NOT BE MADE WITHOUT THE WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. G. CONTRACTOR SHALL INSTALL ALL PLANT MATERIALS AS SHOWN IN THE DETAILS, AND AS INDICATED IN THE LANDSCAPE SPECIFICATIONS. H. THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE WITH THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS. I. SIZE AND GRADING STANDARDS OF PLANT MATERIALS SHALL CONFORM TO THE LATEST ADDITION OF ANSI Z60.1, AMERICAN STANDARD FOR NURSERY STOCK, BY THE AMERICAN NURSERY AND LANDSCAPE ASSOCIATION, J. ALL PLANT MATERIALS SHALL BE NURSERY GROWN STOCK AND SHALL BE FREE OF ANY DEFORMITIES, DISEASES, OR INSECT DAMAGE. ANY MATERIALS WITH DAMAGED OR DISFIGURED/ CROOKED LEADERS, BARK ABRASIONS, SUNSCALD, INSECT DAMAGE, ETC., ARE NOT ACCEPTABLE AND WILL BE REJECTED, K. TREES NOT EXHIBITING A CENTRAL LEADER WILL BE REJECTED UNLESS CALLED OUT IN THE PLANT LIST AS MULTI -STEM. L. ALL PLANTING BEDS AND LAWN AREAS SHALL BE SEPARATED BY SHOVEL EDGING. NO EDGE SHALL BE INSTALLED ADJACENT TO SIDEWALKS OR CURBS. M. PLANTING BEDS SHALL RECEIVE 3" OF DARK, SHREDDED HARDWOOD MULCH THROUGHOUT. ORANGE AND/ OR RED MULCH IS NOT ACCEPTABLE. N. ALL AREAS ON PLANS NOT INDICATED TO RECEIVE SOD PLANTING, PAVEMENT, OR HARDSCAPE WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SEEDED WITH FESCUE, UNLESS OTHERWISE DIRECTED BY THE LANDSCAPE ARCHITECT. SEE SEEDING NOTES THIS SHEET. 0. PLANT MATERIALS SHOWN ON PLANS ARE A GRAPHIC REPRESENTATION ONLY. CONTRACTOR SHALL PERFORM ALL LANDSCAPE INSTALLATION ON THE SUBJECT PROPERTY, AND NOT ON ADJACENT PROPERTIES, UNLESS OTHERWISE DIRECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE. ROOTBALLS OF SHRUBS AND TREES SHALL BE PLANTED, IN THEIR ENTIRETY, WITHIN THE BOUNDARIES OF THE SUBJECT PROPERTY. P. CONTRACTOR SHALL PROVIDE A MINIMUM 2% SLOPE AWAY FROM ALL STRUCTURES, UNLESS OTHERWISE DIRECTED BY THE CIVIL ENGINEER. Q. QUANTITY TAKE -OFFS INDICATED ON THE PLANTING SCHEDULE ARE FOR CONVENIENCE ONLY. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLANS AND THE SCHEDULE, THE GRAPHIC REPRESENTATION IN THE PLANS SHALL DICTATE. R. ALL LANDSCAPED AND LAWN AREAS ARE TO BE IRRIGATED. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING A TURNKEY DESIGN BUILD IRRIGATION SYSTEM AS PART OF THE BASE BID FOR THE PROJECT. THE CONTRACTOR SHALL PROVIDE AN IRRIGATION PLAN AND PRODUCT CUT SHEETS FOR REVIEW AND APPROVAL BY THE OWNER PRIOR TO BEGINNING WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSTALLING IRRIGATION SLEEVING AS SHOWN ON THE LANDSCAPE PLAN PRIOR TO INSTALLATION OF PAVING MATERIALS. S. ALL MULCHED BEDS SHALL HAVE AN APPROVED GEO-TEXTILE WEED BARRIER INSTALLED PER THE PLANTING DETAILS. PRODUCT SPECIFICATION SHEETS SHALL BE SUBMITTED TO THE OWNER OR OWNERS REPRESENTATIVE PRIOR TO ORDERING MATERIAL. PREVAILING WIND IAlt'1A1 AMPlA If1 I%/r- M1 Ifl 19 r-M DECIDUOUS TREE PLANTING NOT TO SCALE NOT TO SCALE AL LEADER (E NURSERY STAKE 3RAISIVE RUBBER TIES. (3) TWO INCH TREE STAKES. L 6" AWAY FROM EDGE OF THE 3ALL. STAKE LOCATION SHALL NOT 'ERE WITH PERMANENT BRANCHES. 3 SHALL BE PAINTED BLACK PRIOR TALLATION, TO MULCHING, LIGHTLY TAMP SOIL ID THE ROOT BALL IN 6" LIFTS TO TREE. DO NOT OVER -COMPACT, THE PLANTING HOLE HAS BEEN ILLED NED SOIL, TURN THE SOIL TO E COMPACTION TO THE AREA AND SHOWN. :R OF MULCH. ON TOP OF ROOT BALL SHALL NOT D 1" FINISHED GRADE. EXISTING SOIL. SCARIFY SIDES OF PLANTING PIT TOP OF ROOT BALL SHALL BE FLUSH WITH FINISHED GRADE. BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTING SOIL. =T TREE AT ORIGINAL GRADE OR UP TO 1/8 =PTH OF ROOT BALL SHREDDED HARDWOOD MULCH OR APPROVED EQUAL DIL SAUCER: USE PREPARED TOPSOIL, 6" MIN, ARDWOOD STAKES (3) DPES AT TOP OF BALL SHALL BE CUT. REMOVE TOP 2 OF BURLAP, NON -BIODEGRADABLE MATERIAL -TALL BE TOTALLY REMOVED -ANTING SOIL MIX PER PLANTING SPECIFICATIONS NDISTURBED SOIL PEDESTAL ARBORTIE AT BARK GUY WIRES (3), WHITE FLAG ON EACH 2 STRANDS OF TWISTED GALVANIZED WIRE EACH TURNBUCKLE (3), GALVANIZED SET TREE AT ORIGINAL GRADE OR UP TO 1/8 DEPTH OF ROOT BALL 2" SHREDDED HARDWOOD MULCH SOIL SAUCER: USE PREPARED SOIL, 6" MIN. ROPES AT TOP Of BALL SHALL BE CUT. REMOVE TOP 1/2 OF BURLAP. NON -BIODEGRADABLE MATERIAL SHALL BE TOTALLY REMOVED PLANTING SOIL MIX PER PLANTING SPECIFICATIONS UNDISTURBED SOIL PEDESTAL EVERGREEN TREE PLANTING NOT TO SCALE SET SHRUB AT ORIGINAL GRADE OR UP ---� TO 1/8 DEPTH OF ROOT BALL ------- 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL _-' ' 'LI MAKE (3) 1" CUTS IN SIDES OF THE ROOTBALL PLANTING SOIL MIX PER PLANTING SPECIFICATIONS K41 II—v UNDISTURBED SOIL PEDESTAL --IINOTE: SHRUBS INSTALLED IN 12 VUITN�OF I _ — I 1===ROO��=BALL __ =-i i - �__ CONTINUOUS SUCCESSION OR LARGE BED SHALL BE PLACED IN ONE CONTINUOUS DEPTH BED SHRUB PLANTING 4 NOT TO SCALE SET GROUNDCOVERS AND PERENNIALS IN STAGGERED ROWS AT SPECIFIED SPACING. MULCH ENTIRE BED WITH 2" SHREDDED HARDWOOD MULCH OR APPROVED EQUAL, MAKE (3) -1" CUTS IN SIDES OF THE NOT TO SCALE NOTE: GROUNDCOVERS AND PERENNIALS TO BE INSTALLED WITH TRIANGULAR SPACING PLANT SPACING 1p1 D' 10" O.C. 12" O.C. 18" O.C. 24" O.C. > > 36" O.C. D 4s° O.C. GROUNDCOVER SPACING NOT TO SCALE LOCALLY SOURCED, RIVER ROUNDED, UNFACETED, RIVER STONE/COBBLES 3" MAX. ANY DIMENSION CURB AND GUTTER N I j to NOTE: 1. COLOR AND TEXTURE TO BE APPROVED BY OWNER PRIOR TO PURCHASE 2. ALTERNATE SETTING BED :PRIOR APPROVAL BY OWNER REQUIRED • SET STONES IN 2" CONCRETE SLAG. • DO NOT COVER MORE THAN 25% OF THE STONES � RIVER STONE 1'f - 1'-0" NO 6,9311 " O.C. 8.66 O.C. 10.4" O.C. 15.6" O.C. 20,8" O.C. 30,0" O.C. 31,5" O.C. STEEL EDGING SOD .I.►... FILTER FABRIC COMPACTED SUBGRADE m on z 0 w Is O N N U Q z> �i c Wz O Q� OnU O C cn cE rq �? ^,496A� Q I z D o fr- O A z N (.D = z_ O W rr,D0� O V) Lj O �ry D fir N � O� N 4 o� L0 n O N NTH 0 OBBIE D. ROACH. LIC. No. 1870 LLLJ O a Q -D0 WN Cn 0 � 0 Q o m m <L � O w o _ N I U 0 Q Q w V) o o v LUL Z a ui Q N LL m MOW- ~ W LjL KM 2�I51 L'r = Ld <1 SHEET NUMBER CP-501