Loading...
HomeMy WebLinkAboutSDP201900056 Plan - Approved Minor Amendment 2021-10-19SITE DATA: ENGINEER: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 TELEPHONE: 434-327-1681 CONTACT: JONATHAN SHOWALTER, P.E. JONATHAN.SHOWALTER@TIMMONS.COM TAX MAP PARCEL: 05600-00-00-017CO LIMITS OF DISTURBANCE: 0.83 ACRES SETBACK: 75' FRONT 25' SIDE 35' REAR ZONING: RURAL AREA, ENTRANCE CORRIDOR (EC) OVERLAY ZONING DISTRICT THIS PROPERTY IS SUBJECT TO THE APPROVED CONDITIONS OF SPECIAL USE PERMIT SP201700026. MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP. 28 IMPERIAL DRIVE STAUNTON, VA 24401 (540)-885-0786 SOURCE TOPOGRAPHY: TIMMONS GROUP, JULY 25, 2019 DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA SMARTNET SITE AREA: 75.0 ACRES PROPOSED USES: ADA RAMP AND SOFTBALL FIELD IMPROVEMENTS BUILDING AREA: FOOTPRINT APPROX. 412 S.F TOTAL (FIELDHOUSE) MAXIMUM STRUCTURE HEIGHT PERMITTED: THIRTY-FIVE (35) FEET. PROPOSED BUILDING HEIGHT: 14'-8" PARKING REQUIREMENTS: 0.23 SPAES/STUDENT (PER ITE PARKING GENERATION MANUAL 1,055 STUDENTS 1,055 X 0.23 = 243 PARKING SPACES PARKING PROVIDED: 415 (EXISTING) + 4 SPACES = 419 PARKING SPACES EXISTING IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.26 ACRES PROPOSED IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 0.39 ACRES WETLAND IMPACTS: NONE WATER SUPPLY: ACSA SANITARY SEWER: ACSA DRAINAGE DISTRICT: RIVANNA THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROJECT LIMITS. THERE ARE NO CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100-YR FLOODPLAIN. THE SITE IS LOCATED IN A WATER SUPPLY PROTECTION DISTRICT. L_ VVAHS SITE IMPROVEMENTS SDP201900056 MINOR SITE PLAN AMENDMENT #1 TO SDP201700073 I (REFERENCE WP0201900054) COUNTY OF ALBEMARLE, VIRGINIA WHITE HALL DISTRICT 07/07/2021 VICINITY MAP SCALE: 1" = 2000' OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 M CI NTI RE RD CHARLOTTESVILLE, VA 22902 CONTACT: JOE LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. CHARLOTTESVILLE, VA 22903 CONTACT: JONATHAN SHOWALTER, P.E. TELEPHONE: 434-327-1681 Submittal Type Reviewed and Approved by the corn unitu�y , Develo��p�en� Dg aR rtment Date_ UG���� File# A U14 On Signature Sheet List Table Sheet Number Sheet Title C0.0 COVER C0.1 OVERALL PLAN C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C2.0 EXISTING CONDITIONS - RAMP (ADDITIVE BID ITEM No.1) C2.1 EXISTING CONDITIONS - FIELDHOUSE (BASE BID) C2.2 DEMOLITION PLAN - RAMP (ADDITIVE BID ITEM No. 1) C2.3 DEMOLITION PLAN - FIELDHOUSE (BASE BID) RAMP (ADDITIVE BIE) ITEM No. 1) C4.0 LAYOUT - RAMP (ADDITIVE BIT ITEM No. 1) C4.1 LAYOUT - FIELDHOUSE (BASE BID) C5.0 GRADING AND DRAINAGE PLAN - RAMP (ADDITIVE BID ITEM No. 1) C5.1 GRADING AND DRAINAGE PLAN - FIELDHOUSE (BASE BID) STGRMWATER MANAGEMENT PLAN G6.9 C7.0 STORMWATER PROFILES E1.1 LEGEND, NOTES, SCHEDULES, RISER, FLOOR PLANS - ELECTRICAL - LIGHTING & POWER E2.1 SITE PLAN - ELECTRICAL TOTAL SHEETS = 16 S. .. DEPAR THE " MN O CUTV9.1kIVNITY I:JEVELOPi�it NT /j Q A.I DEPARTMENT OPTI E RESCi BEAULKLE COUp z Y 8ERV1 AUTkT0R1TY .. C'MC Il'A I.� PAR LABNT .OF 1",AN P.ORTA T101 I . REAL I'H DEPARTMENT M E o O N V N r_ C Q O >E LU�, E '4-� LU Q LU4 O LU 0 (�6 Q L4 — u; M W N N d' � X Q � Q Q = LL- �� U j I— Q Ln c Lri rn N i1 M 00_j � H ui 0 U F_ 0 w w_ U Q z 0 V) 0 _0 i-- d ce U U7 4 �O LUODUUOU W Z j j Z U , OU O a nW 'a� 0 QW LLJ Q W W cu j M � � � o -, LU p ICJ c j DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE N/A V J z LLB Y_ LLB Q z H O� M W O U 0 w w Q H VJ w m J Q r^ V 1 r Q JOB NO. 44314 SHEET NO. C0.0 0 _ 5 n to 7 U 0 O co 3 0 O Q. CL T C 0 2 0 cU a r C CL 0 3 _ n L LEGEND: WOODED AREA m WOODED AREA = 31.684 ACRES APPROXIMATELY 41.5% OF SITE IS CURRENTLY WOODED. THIS IS 1 , ``') 'i MORE THAN THE 10% REQUIRED BY SECTION 32.7.9.8. LANDSCAPE EXHIBIT SCALE: 1" = 500' ADDITIVE BID ITEM NO. 1: .... ...... :.... ». ...,, » ..... ".y"1 Ei :...• .._..w:++ �� „' .,... .,.r• a'.y`yYa" ,�' j Vw w�� Pvz Fl�"! ({ r f y f < „ 66 Ytt �� ff t £ �" £y i P F �` •� � ` 23 % .F.».tF_f... ff s l-if �.. t is '::.::;•:!>{..;:;:;::�:�:: •:�.' 3 ?i l f .F. K J t f Y / s a d �:eF,•::i?!::i':Sjf:;.'ij::4..:� ! f F / rr E t '3 J b . 0 1 i f t i d _ � I + f ! t'f {:err •-� » e a t9 r �i �� d ' r a �;':':�r`,:r'bs'ia�ra�:'[�:•r!:?t:�:•:�::�..-. y t � � '� S � SEE SVEETS: C2.1, 2.3, C3.3, CS-5 C4.1;'(5.1, C5.2 3a°tA o s a • ,t will.L�WAd91► non1011•/C CONCESSION STAND, " THE OWNER SHALL DISCONNECT POWER, REMOVE BUILDING `, CONTENTS, AND £ t RELOCATE TO VISITOR BLEACHERS....w....,.......w.,.....,,,,..-..� EXISTING VISITORS CONCESSION STAND TO BE REMOVED OR RELOCATED BY OWNER. �-- FOR THE EXISTING FIELDHOUSE, THE CONTRACTOR t M WER { SHALL DISCONNEC T THE ELECTRIC PO REMOVE POST w STADIUM IN THE TO FOOTBALL TA ` AND FENCE, RELOCATEo F LOCATION S D O THE HOME CONC ESSION TAN RE -INSTALL :-• wr Z POST AND FENCE, AND RE -CONNECT POWER. THE OWNER SHALL REMOVE BUILDING CONTENTS s"'3 SCALE 1 "=30' 0 30' m m E Q N v W W. � � n tLJ C W ­4 W t M L11 J — In M � d p N LY N H oa= U °rko Qv) O1 O N � M d 90 J to F-' z O a U V Lu�WLLJ O O O W U U U U W �O__j OU U 0 LLJW cl- a O L 0 � 0 0 0 Lu �W j j m��Q4 W Q o 1 N � � DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1't=30' V ) z W W a ~' >z rgz O ] Q 1...1..E z J ::D O J H W W E.2 W 1 � F--i vJ) w m J O a V) /^j i JOB NO. 44314 SHEET NO. Co.1 GENERAL NOTES 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 5. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT. 6. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I LD-94 (D) 121.13. 7. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 8. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 9. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 11. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 12. AL BEMARLE COUNTY APPROVAL OF CON STRUCTION STRUCTION PLANS DOES NOT PRE CLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 13. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 14. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 15. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 16. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 17. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 18. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 19. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 20. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND ICC/ANSI A117.1-03. 21. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY ' THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW ' MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-424.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) L GENERAL NOTES (CONTINUED): 23. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 24. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 25. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUC. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 3 No Scale 4' 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW PAVEMENT F2'4' DIAMETER CONC. FOOTING 7-1 /9" "' ' ENGTH 0.5' FROM EP /,?Vll1 ?JR WITH a/�' REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP LEGEND ROADS TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO DROP INLET & STRUCTURE NO. CURB CURB & GUTTER ....... '•'-" 200 '••••• .. '- EXISTING CONTOUR 200 PROPOSED CONTOUR TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT TC = TOP OF CURB EP = EDGE OF PAVEMENT EX. = EXISTING PROP.=PROPOSED APPROX. = APPROXIMATELY TC = TOP OF STAIRS BS = BOTTOM OF STAIRS EXISTING PAVEMENT PROPOSED PAVEMENT o- SAWCUT THROUGH a U EX. SURFACE W COURSE w & REMOVE W PAVEMENT 2' MIN. 2 EXISTING PAVEMENT MATCH EX. CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED "SURFACE 4I COURSE MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEMENT REPLACEMENT JOINT DETAIL No Scale NOTES: -` 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION 2. RAIL ON BUILDING SIDE OF RAMP TO BE 3' MOUNTED TO BUILDING FACE. -m IMA AMP_ -- f ? .. -MAX 6' CORE DRILL CONCR�:: .:. HANDRAIL POST, EMBED HANDRAIL A GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale METAL INSPECTION FRAME W/ SOLID LID EXIST GRADE\ (NEENAH R-1975 OR EQUIVALENT) J -----3" CONCRETE COLLAR ---CRUSHED STONE BEDDING 6" DI CLEANOUT PLUG AT END OF LINE CLEANOUT DETAIL No Scale 01 • • • • .OME 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A (PLACED IN SINGLE LIFT) 8" TYPE 21B AGGREGATE BASE COURSE \\\/\\\/\\\/\\\/\\/\ZZ \\/�\/� COMPACTED SUBGRADE DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale R= Y4' CONTROL JOINT SPACED AT WIDTH OF WALK (MAXIMUM) :► •': EXPANSION JOINT AT MAX OF 30', WITH PREMOLDED EXPANSION FILLER 1. CONC. WALK 9 • COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK JOINT DETAIL No Scale VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 4 .. A q. . . CONCRETE SIDEWALK PAVEMENT SECTION No Scale NO PARKING - FIRE LANE SIGN No Scale m E �o N U N N E w M a 3 � 4 -� <_�00 ChJ - 1i ui �+ o, a > o N (D Lu N oQ _ N 1 ko z ¢ LO F- uj rn O N ul � M a � J O tea. I..L U W Lu ° LLJLLJ �w� uj > OU U O 0 W ry z W O O Q O U U � U w a- � a V)���U) m Q � � o *-� W O ��NN�N *I *i O O O DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A VI z We G W Q H J O H (Q O 06 H--i W U Lu U) U.J �..� V) w Qz VT1 i JOB NO. 44314 SHEET NO. C1.0 0 0 Eu 3 N O 2- a a cu 0 O W sa n 0 cu 5 v Cu C Cu CL _ O 2 O 3 _ 0601 DI APPROX. DRAIN AREA = 9.98 SQ IN APPROX. WEIGI4T = 3.54 LBS oIo C= O(O 12X,50 CDno 07.87 f E f I .................................... 1.26 IF= .25 .... {............................ 5,87 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-5.00 PHN (770) 932.2443 QUALITY: MATERIALS SHALL CONFORM TO ASTM A636 GRADE 70-50-05 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nyl aSt FAX (770) 932-24H PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL INFORMATION SHOWN HEREIN REVD BY JJC PROJECT NOJNAME wwwxyloplast-us• on) REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 8.14.12 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FORTHE DISCLOSURE TO OTHERS 61N DROP IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEDi PERMISSION FROM NYLOPLAST. 02010 rraLW.AsT. DWG SIZE A SCALE 1:4 SHEET 1 OF 1 DWG N0. 700t-110 018 REV 0 L RECOMMENDED MINIMUM TRENCH WIDTHS MIN. COVERTO AAIN, COVER TO RIGID PAVEMENT. H FLEXIBLE PAVEM�ill IX INITIAL HAUNCH 4" FOR 12--24" PIPE suiTABLE (SEE TAB.L • NOTES: PIPE DIAM. MIN. TRENCH WIDTH 4" 21" (100mrn) (533mm) 6" 23' (150rnrn) (5841nrn) 8" 26" (200mm) (660mm) 10" 28" (250mm) (711mn1) 12" 3W (300mm) (762rnrn) 15" 34" (375mm) (864rnm) 18" 39" (450mm) (991mm) 24' 48" (600mm) (1219mm) 30" 66" (750mrn) (1422mm) 36" 64' (900mm) (1626mm) 42' 72" (1050rnm) (1829(nrn) 48" 80" (1200rnm) (2032mm) 60" 96, {1500mm) (2438mm} 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM tS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS 1,11 OR Ill. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER, UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600rnm); 6" (150mrn) FOR 30"-60" (750min-1500mrm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS 1,11 OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED 1N ASTM D2321, ' LATEST EDITION MINIMUM RECOMMENDED COVER BASED ON VEHICLE LOADING CONDITIONS - SURFACE LIVE LOADING CONDITION PIPE DIAM. H-25 HEAVY CONSTRUCTION (75T AXLE LAOD) ' 12'- 48" 12" 48" (300rnm-1200mm) (305rnrn) (1219mn1) 60" 24" 60" (1500mm) (610mm) (1524mm) x VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER "SEE BACKFILL REQUIREMENTS IN NOTE 6. MAXIMUM RECOMMENDED COVER BASED ON VECHICLE LOADING CONDITIONS CLASS t CLASS it CLASS 111 PIPE DIAM. COMPACTED DUMPED 95% 90°% 95% 4" 37 18 25 18 18 (100mm) (11.3m) (5.5m) (7.6m) (5.5m) (5.5m) 6" 44 20 29 20 21 (150mm) (13.4ra) (6.1m) (8.8m) (6.1m) (6.4m) W 32 15 22 15 16 (200mm) (9.8m) (4.6m) (6.7m) (4.6m) (4.9m) 10" 38 18 26 18 18 (250mm) (11.6m) (5.5m) (7.9m) (5.5m) (5.5m) 12" 35 17 24 17 17 (300mm) (10.7m) (5.2m) (7.3m) (5.2m) (5.2m) 15" 38 17 25 17 18 (375rnrn) (11.6m) (5.2m) (7,6m) (5.2m) (5.5m) 18" 36 17 24 17 17 (450mm) (II.Om) (5.2rn) (7.3rn) (5.2m) (5.2m) 24" 28 13 20 13 14 (600rnm) (8.5m) (4.0m) (6.1m) (4.0m) (4.3m) 30" 28 13 20 13 14 (750mm) (8.5m) (4.0m) (6.1 n1) (4.0m) (4.3m) 36" 26 12 18 13 13 (900mm) (7,9m) (3.7m) (5,5m) (4.0m) (4.0m) 42" 23 11 16 11 11 (1050mm) (7,Orn) (3.4m) (4,9m) (3.4m) (3,4rn) 48" 25 11 17 11 12 (1200mm) (7.6rn) (3.4m) (5.2m) (3.4m) (3.7rn) 60" 25 11 17 11 12 (15UUmm) (7.6m) (3.4m) (5.2m) (3.4m) (3.7rn) FILL HEIGHT TABLE GENERATED USING AASHTO SECTION 12, 6. MINIMUM COVER: MINIMUM COVER, H, IN NON -TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) LOAD RESISTANCE FACTOR DESIGN (EKED) PROCEDURE WITH IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO THE FOLLOWING ASSUMPTIONS: PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE NO HYDROSTATIC PRESSURE, AND 24" OF COVER FOR 60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE UNIT WEIGHT OF SOIL (YS) = 120 PCF PAVEMENT OR TO TOP OF RIGID PAVEMENT. FOR TRAFFIC APPLICATIONS WITH LESS THAN FOUR FEET OF COVER, EMBEDMENT OF THE PIPE SHALL BE USING ONLY A CLASS I OR CLASS It BACKFILL. COVER HEIGHTS TO MATCH TN 2.01 A13C 09/2d If CNIF zal0u3AJs,IrdQ REV. DESCRIPTION BY MMtDDJYY CHK'D ADVANCED DRAINAGE SYSTFNIS. INC. ('ADS') HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS, THIS DRAWIr4G IS INTENDED TO DEPICT THE COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS 12t29f 16 PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED THE INFORMATION SUPPLIED. THE 1NSTALLA7tOr4 DETAILS PROVIDED HEREIN ARE GENERAL TRETFOH INSTALLAT10Pi 4640 TRUEh1AN BLVD aro M RECOMMENDATIONS AND ARE NOT SPECIFIC FORT 1 �F SHALL "f THIS PROJECT. THE p-oICN ENGINEER S 1FlLl. RFJEF.W HEST. DETAILS PRIOR TO HiLLIARD OHl 43 2 DETAIL (PI•-12 P8[{ AASHTO)o a s CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HEREIN MEETS OR EXCEF.US THE Im"VERMS. ' APPLICABLE NATIONAL. STATE, OR LOCAL REQUIREMENTS AND TQ ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE FOR THIS ,u1;a:.C_E. r.,w"W: srsreuS. uac. enn NTS PROJECT, DRAWING NUMBER: STD-101 '°" I OF 1 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE CONCRETE COLLAR TO BE LOCATED AT LEAST 6" BELOW (1,2) INTEGRATED DUCTILE IRON GRADE IN GRASS OR BIO-RETENTION AREAS. FRAME & GRATE TO MATCH BASIN O.D. - 18' MIN WIDTH GUIDELINE f 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (6) ADAPTER (6,7) TRAFFIC.LOADS: CONCRETE SLAB DIMENSIONS ARE FOR REQ. SAME AS MIN. SUMP) ANGLES GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE RIABLE0"-aW. - DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDINGTO a TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 'PLANS SEE DRAWING N0.7001.110-111 FOR NON TRAFFIC INSTALLATION. 1 ' r �R ' �n (3) VARIABLE SUMP DEPTH ...................................................................................................... ............. .. ACCORDING TO PLANS " ..................................................................!...- IN ON 8" B6" MIN. 24 ; 10 PAIN. ON 30 (4) VARIOUS TYPES OF INLET &OUTLET ADAPTERS AVAILABLE: 4"- 30° FOR CORRUGATED HDPE BASED ON MANUFACTURING REQ. 4" PAIN ON S" - 24" ) 6" MIN ON 30' (ADS N-121HANCOR DUAL WALL, ADSIHANCOR �v �Zz SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), } � PVC D'JN! (EX: SCH 40). PVC C9001C905. CORRUGATED & RIBBED PVCy WATERTIGHT JOINT - 7'E✓ Z y, ,\ THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, S" - 30" CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321 I - 8" • 31)" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-60-05. 2 - 12'- 30' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-505. 8" & iT STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC 8OOY TOP. SEE DRAWING NO.7001-110.045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-1IN65. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 ASTM D3212 FOR CORRUGATED HDPE (ADS N-12MANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1-23.06 PHN (770) 932-2443 N•12 HP, & PVC SEWER (4" -24"). 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO360". TO DETERMINE TRANSFER, OR LICENSE THE USE OF THE DESIGN OR ��i �� FAX (770) 932.2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT N0.INAME y1wa.nyioplast-u5.c MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 12" - W STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11.16 DRAIN BASIN WITH STANDARD GRATE 7 - 8" & Rr STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC `PJRITTEN PERMISSION FROM NYLOPLAST. 9iM'.; Nn -1,10M I DWG SIZE A SCALE 1:40 SHEET i OF 1 DWG NO. 7001-110.144 REV H 1299CGC APPROX. WEIGHT WITH FRAME = 39.90 LBS HINGED COVER FOR EASY ACCESS 3.66 1.81 t r _4 ................................... o;,I;nLE lea. �i Hrt.n�rasr 13.56 ..................... ............._........ �. _ ery a -M.� s oraatER11 I-�-- 13.35 •- DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOTCONFER, DATE 3.3.06 DUCTILE IRON PHN (770) 932.2443 GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSEE THE USE OF THE DESIGN OR FAX (770) 932.2490 QUALITY; MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NOJNAME Ny ® l�S # WWW.nytoplast•us.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION PAINT: CASTINGS ARE FURNISHED'PITH ABLACK PAINT CONTAINED HEREIN. OR MANUFACTURE OF ANY TITLE DATE 3.16 10 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN SOLID COVER ASSEMBLY 7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRrrTEN PERMISSION FROM NYLOPLAST. w:arlrw sl DWO SIZE A SCALE 1:8 SHEET I OF 1 DWG NO. 7001.110104 REV C Asphalt Pavement Restoration Detail for Open Cut Utility Installations Mill & resurface Mill & resurface *x4 Saw -cut existing pavement " f -� p to the full depth of asphalt 12" min. 12 min. 7,5" total asphalt As halt Concrete Surface Material` concrete pavement depth or equal to /the depth of existing asphalt concrete, whichever is greater Sub -base course depth shall be 10" or equal to depth of existing sub -base, whichever is greater T-6" min, 1.5" min. 10" min. NOTES: Asphalt Concrete Surface Material: SM-9.5A for ADT < 10,000 SM-9.5D for ADT > 10,000 The district administrator's designee shall determine the restoration requirements for other pavement types. ** Trench width and pipe bedding shall be in accordance with VDOT Std. PB-1 *** 12 inches minimum beyond the edge of the trench on longitudinal open cuts, or 25 feet minimum beyond the trench centerline on perpendicular open cuts, or as determined by the district administrator's designee. Date: August 27, 2014 6" Bench Min, Aggregate Base Material, Type I Size No. 21A or 218 :k& Bench Horizontal and vertical surfaces shall be tacked with RC-250 liquid Min, asphalt at a rate of 0.1 gallon per SY, or as determined by the district administrator's designee Select Material Type I with minimum CBR = 30 Class I backfill material in accordance with Section 302 of the Road and Bridge Specifications No. 26 or 27 aggregate pipe bedding in accordance with Sections 205 & 302 of the Road and Bridge Specifications M O 0 rn v N � N W (�- W N Q 1U.4 O Ld0 -ce � Q _ V Cmo n' J a � a 0) U7LUN� ZI--a)dM' O X c � = u;� 17-Q c Ln rn 41 N M 00 _I tn I- Z O H a U U) Li �tiz Z o LLA H LULLJ U O Z W � � J 0 U LLJ 0- 4 Q. W�VW)'tj C� LLJ m cy- Q� \ \ W ,.yOOMI\ O c N N 14 " O O O DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE N/A VJ z W W Q z () H H p>Q F-1 Uj 1..1..E ` C) G ZD O 06 H Wce U U..0 IF--i V 1 w ED -j O z Q r^ VTTJ �r JOB NO. 44314 SHEET NO. C1.1 3 2 x 4 RAIL (TYP.) - X--0" 3'--0" 10„ CONC.— STONE-- 6" CONC. 4 x 4 POST UNLESS OTHERWISE NOTED ON PLAN VIEW 8'-0" 1 x 6 TRIMMER 1 x 6 SIDING NOTE ADJUST TO HEIGHT OF CASTER WHEELS ON GATE 1Z ULM 8'-0" POST ELEVATION SCREENING FENCE AND GATE DETAIL No Scale L PLAN VIEW 1x6 TRIMMER 1x6 SIDING 1 x6' 2x4R/ NOTE.' ALL LUMBER SHALL BE PRESSURE TREA 1 x 6 CAP Cr- OUTSIDE ELEVATION JLS rED INSIDE ELEVATION STP 1 ANCHOR SLEEVE BASE (SEE DETAIL) CV W tli a 0 z U 4 aP OUTSIDE GATE VIEW INSIDE GATE VIEW 2"-14 GAUGE OR 2'/2"-12 GAUGE SQUARE TUBE POST f FLANGED SHOULDER BOLT WITH SERRATED FLANGE NUT Q 2"-14 GAUGE OR 21/2"-12 GAUGE o a SQUARE TUBE POST Q v D, d, D P tt ' D' •°'• D • ° ANCHOR SLEEVE a o ° 2 V2" x 7 GAUGE FOR 2" SQUARE TUBE POST 3" x 7 GAUGE FOR 21/2" SQUARE TUBE POST ANCHOR SLEEVE i x 3/i (2 1/2"FLAND2" x 7 GAUGE FOR O o FLANGED GRADE 8 GED SHOULDER BOLT t° 2" SQUARE TUBE POST o WITH SERRATED FLANGE NUT OR 3" x 7 GAUGE FOR O� D D N ° 2'/2" SQUARE TUBE POST) ° CLASS A3 CONCRETE OR A PREAPPROVED BAG MIX FROM THE 17/32" DIAMETER HOLE, DEPARTMENTS' APPROVED LIST, NO. 31, TYPICAL FOUNDATION TYPE A ANCHOR SLEEVE BASE DETAIL \G ROD WITH 3UCKLE 35 BRACE 2 x 4 FRAME VDOT A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE' SIN THE CENTRAL OFFICE. SPECIFICATION ROAD AND BRIDGE STANDARDS SQUARE TUBE SIGN POST REFERENCE SHEET 4 OF 12 REVISION DATE FOUNDATION TYPE A DETAILS 700 132113 NEW 01/15 VIRGINIA DEPARTMENT OF TRANSPORTATION nn4LG nnAM O Mr')IE-N,11r C1-rAAIr-%Ar-1e-%C� EOP- CONCRETE WHEEL STOP ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) LOCATION (TYP.) (C J- 7\ 18 o a PAINTED PER o 2% MAX. �4„ VDOT SPEC. TYPICAL VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale `FACE OF CURB 18' 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE M E 0 0 U N � N 0 > E w � •� lu a H LL U.o �0�� a-1U o WH—u z O n V)i N rq U7 W d a H z a+ M cI J LaL C) Q 7 w 0 V) 1-2 CD Z d (!1 = � N z Z L6 =va� �- � W� z � na'i w O��O U�WU aM � co- ZZ�WZ ♦- O J :73 OU U OU w vi 0 0 4 0 _ (W vI ti v1 v� U.1 O m Q C4 � F- > o *-r ONN�iN Q 00 14 r I O z O DATE (~!� 10-21-2019 O DRAWN BY A. MABEE } . DESIGNED BY • 1. SHOWALTER • CHECKED BY • 1. SHOWALTER • • SCALE N/A L/ 1 z W 2 w ¢ z V) H 0 H Lu 1..1.. r) 2 F--1 W U uj UU W L H ) w O T� i JOB NO. 44314 SHEET NO. C1.2 0 N 7 U C N 0 O N Cu L 3 a� 0 0 a C Q > C l0 O N N 7 a� s 0 C Cu m m a C 0 a) O 3 C %: it/*.•`fa. fir=%=: v 7.31` •..,F (�r•�i:.:.yf, ! .: S x i• ' Yi sc` AJ It ;rt i vwky ) t t,cFl..s f ILDflklG 01 ...:...... ..t :. 3 `,• S z -y ,lam au:». " 3 � � �� f is%'Is,'/, /°t . i��f. •. :7' { %slii. �€ f#i '� `i' i ;�..... #"` ��?,... w ✓ t� s. !fltlfFl: ii ✓ �� .:... t; ri:di::%:sr"i�:s£ f £1£!. :1If,W.}s r ��' _.' :.... _ » '" � .✓� I� ».,w...w. >tfJ ... V1s_t,I ri f AL t'�r::" ,,, , 1 .^• .." » .» { a � } � _.: ... _:, .... ... .... ..:. ».. f'PYGW i 01"v . ° Ah" fir p qf/ ` ..,.., ,✓. �l ,.» #4 ..:. ( �s S.,tti£YS.�f{ab t,➢ .. :.. ..... v, ..,,i "" � � �� f t fi�Jf ii..f • �l£. di'}I £f%•t °! %t� i,L ,..:.{ w ..... ..... ..... » i � ,,r�,,r f �✓ ,,, "s ��. ... y' �� w - . f, - � T .. I' a f ,w"' w„"'",. � � ..:. }# "*w.» w-". _ - .,..'..." ""ri✓' �' .s"P'�� " ..w •",r,. 3f •Y»."' -{} �;�°"' . .,,�;�.r' '� ifz.s ;;" it .... ,.". .». f;'i• C� S%:3i f).:I':I: 8 ,., #,,.. y - 7 £ s`'(E 0 rr: » 4 „/a r 3 „ :.».,,,,:.w..» > ✓� ems. a . , f S w" �+ w wv :... ,.. ,.. »..,. � .,... ». r � ,.,.. ",., ..,.. ..., ..w ... ,.., •"» "' ,,,....:. �' �i'�r'`} ......• a 'a a _ .H...w..w ! \ rf,.s •S/ '% ^-�""`:* . .m.... ......... ........ t[j ...... ........ ......... ......... ..,...... ,,,. » .. Yx i � � / 'Y/ i F f i - 7r., ' 'ti '.>, � ,!J ✓ ✓ '� .» s » d6v 1 W' <, g „w w V 7AZt zy f✓ Ate` w .... 3 3 as �./ ...",' �y/rz ,,; �*'� : Y7, ... i C / 3 3 °' } i 1 r t '�. � � •.' ,', ✓✓f / ✓ 'ixt^, :` s'i ., tvc ISWEV p EL i/ 3 Jj i P"RY � 1 } E L M . 00 0 Q z SCALE V=10' 20'ow �qu v M E Q O N V 'n N >E wuj 3 v aj 0 3 L m -4 Q � GO Z H Q Ln O > C:> N a LU a H -+- rt U � X O u}L a W o d. O aLri C 4O N � M rL rt GO .J �0 F- 9A O T n 2 is io W W_ 2 Q Z O a } Z W Z ouzo �.I j j O O U > OU w C L Q- aa- , Q vuj /LLJ Q Q QLLJ Q � W m 0 C4 Q� i���� v " W N f— cv M N O Q N N N 0 O N DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1 "=10' JOB NO. 44314 SHEET NO. C2.0 �a o � =3O -o Q� oCL O Z O n� 0 c m w- E o a c c N I6 N a U Oc c O 3 U) z O �Q �w �a) 0 r= of o Q. w o •3 Q N 0) � 1 vl �p N X c O U E d N (O O O ,f . U O O N E � c o � a c d m •U 'O O � O N N U -02 c m N N c= O g U a O N D ffl O N E u 2 IQ CN Pz ATCHLINE l` 0UT 6/0, .3( 0 �­� . . ................. .. . ..... .... R0,KA, 10, J X . . ..... . ..... .. . . . ..... i. '4 -670- . ..... ............. ji v Z . .... ..... ... F f IV 660 A V 1 p ..... ............ _ ........... .... . ..... v J, Au . ........... If 4�A CK-R, 0- vvotv AF?DS le P ee It AP,N141OR P.N .4 Z_X % I j .. ldr..... .... f 6" % e el G�m r T= 40 � . ....... Pv v /ou, ti, m ?­fr97 3 Z? ._fV, 4__ . .......... I (`R I A 1�111' . . ". S, V I V�.­ L .. ....... vc .. ...... . . (InN' 511 cr-) el z GF�14 W_ el Ille, SCALE V=10' OK. TOPt4 0 10, 20' </ N, M MATCHLINE 2 . ..... .... fe AS, i T 10 co I co N% z WATCHLINN' Iq SCALE V=10' 0 10, < . ...... .. . .... .... . ...... % k . ........ ...... A 0 1 v 11 N %v . . .... ..... 00 '675 < Z11- 1mv, ot)r Vf 9 Ji N SCALE V=10' io 10, 20' ATCHLINE 1 moom - om Xlm 0 u (f) uj 0 LLJ U-1 LLJ U) > LU Z Ury u cy- Lc� Ij CL- Lcl)-1 U_j al LLJ CLLJ Q UQJ , Ly Uj U_j Ly LU N p (ZD DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHOWALTER SCALE 1 11=10 I e—IN P-1 ED uj (f) < ui LU (f) < D U>j 0 1: (D 0 ry CL z LL z . Z) 0 j__j U w U) LU < o 2: <1 0 < u0 (D 2! [--q P-1 x U.j JOB NO. 44314 SHEET NO. C2. 1 0) E C C C L is o■ MATCHLINE 1 r f 3WI!a afX;.iww'7 A # E� 1"%.:. &vi JL ,...f •,r 2 3 vft'.i�TE;RhlAaEAM;•' f. k:" ,..# x / ! -,- I � ,'' f '_.� a�sr 5,'s.� �:',rfT✓'.�L � � � "% .. ((a {r:,�. 2%^:`r 08L.. LPL ff,.i `i \ ... t• ,r Y �i# w ; r : fia 1s ., f.s•':'#/ i :_. r r�r s t w 4 ;Y? 51 ;ix t " L /4'60a5 y S: r...!_%. 66 f `Si.r ,,: ". ; ." "'w'°: '")t .. '.N 3 }3 •'" ....,...... ". a........ w " ..,. ."...,. �..:_ f ?:,; •f • :,.,, 1 °# it ..:":,"..�:. %s 110?F i'i'�tr f'F.s fs tf1�' :fii sA JLf rF I; L E J TF -9 IPE #f t1 E: x. .r, ;"Y' f' •r " 4 .s t � •�» ,,.. � � % / £ram � "," }; . 7 t - !s`{.i _.:. ,.� w. }{� �s � ,.:, _,., :w, w / `; / >/ r F J � � w w" ..w '"' �,,, �„„",,, •�-•. ;2 �, ;"�;�' '`�~ r� fE.23>r�;!L :: ." .�" ww• a.:r»:R � . ,.,,.. • ,h y �f� �i� f S., <w. ,.... s ! .3 — :. / ;r i 1 ! / /, w "., '^' :`�......,.. "�£ , .,.. ,.,.• ..w SAWCUT SIDEWALK AT NEAREST JOINT ar:+�`�' .:........... % :.a` • ��yat �a a �s f � "•'•"". r, .:< w. ". ." .w. / N % ; Jf.. .>x•.. ..r .r "' � f � ` '•t; J r i� A. GR•V, 6>0 .r, 2 f PAID h Y:.fi�! t'Er �,�''` "``�\ � •:w t �' ,' � w�^"u w REMOVE ,. ems'' •., �, . , � ...., .„ _. -.: r• �• / ..w^'" ':` � •. :ry�.r �.:i.f .. i ?t f ri 3 y f s � �� l�,% .r N n �» ,/ y,.a \\ "" •:t arc,, �f^sff..s. AC`CWEi?i31Esr..L:: r f i ;1...: 92 RCP ' ! • : # � BURIED f ,..:." .. w.' NO INVRTS ` s. , SAWCUT r ` Jy J¢ff ff ,N hi ETAL. + r�W,y�W i� r' r ✓Y f✓�Jf tl?.✓Yjf?t � t f t / tgdy# i £ r;f t i: /6$ r' }f I IRR is F MATCHLINE 1 lr fir rir LEGEND: a ' REMOVE HARDSCAPE & GRAVEL CLEAR AND GRUB WOODED ` AREA REMOVE TREE ■ ■ SAW CUT CURB SIDEWALK OR ASPHALT (SIDEWALKS AND CURB TO BE CUT AT .NEAREST JOINT) M co 0 Q Z SCALE 111=10' 0 10, 20' (,L 0 - �qllb-n CT E Q O � V C'V � W 1 r �1 Q ul 4 @ a � v o Jui — L! M p� d p N (DLu Z) d - o a � �. _ V > me �n 4-1 rn O N a o_ co h Z O i- a V U) Wp Z O > O��' O Wry U U U U W zjjz OU U OU w W Q Q Q Q (1)LLJ ti 0 � W mC4 a � o f O DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER CHECKED BY 1. SHO WALTER SCALE 1 "=10' e—IN O LU V / H z o W co 7 Q uw W z > > O CL z Q 2 :D �../ O H U n W J HA W v J J vI Q z O F-1 J O W 0 JOB NO. 44314 SHEET NO. C2.2 0 N 0 4 ,u 3 N 0 0 2. 7 T C m L 0 a N N Q 0 m c N D C W e O LD 3 (1) (1) -0 m :�E c: 0 � < �;, -0 - ZE < m �q �2 �� C) Q I­ i:z , 0 'o v o FL — 0) 3: -0 L6 U) D 0 7: 0 -i �y LL , z < -i CL z 0 �_ -i 0 2 w Q 7 N 9 0 2 . a) = 9 � 9 Q) V) :3 0 = :2 .T LLI (1) = � 4 Z; IT :5t cl) �l :� I IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ; IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII t�11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII m I I � i I , I I I � \ . \ 11 ; . � ,, MATCHLINE 1 , I I � � ,�l .1 11 I, \ REMOVE - _­­_�A_.i � I . ; i /,/.`_� INV OUT= 670.30' -'--'-' i I "I I �,/` ,� + ; "I , 4 I ; / 'Al 15" CMP I / / .,,,, ", **' ,,I'- / 11 "",,."I�l 11 0, - _ ..... ­ - "I / 14, 1 #' .... . .. - - 6,74 ---- - - I ME;�O­VE -1 / '/ �'.. I 4 , I x, ­-.-wN I.. - ." - -.,- ROCKARMOR __, - .­ -- "' . ­ ,/ / _,/,._...f _,�A \ 0 .", - . 1. /'l _Z - , ..,* 0, -1 __ _ / . -, >.. �.* , - - ." __ - - . . " .. __�, .. ,* \ * - ­_ ..-.- __ - ­ ­_.. . ll�� / , .c. ...". .l_...­../ �',.. * I I /'. I .,A� - . ­ - . , ."<�, I 11 �� 4 1 14 "' - - �.. '.­.* 'IN "., A0, - .- _ _ __ I ­z � , . . . �. , . / ,// - <� . . .. .... I /...lk -1 ­ __ - . .. �l '� /I 41� .,,.. -,.,. I I.. .... .. 4,4 $ - ' . � I . + I . , I -,, , �11 -, _- - -I,- . , , - - il ') - - - _. -1, �.� ­. ,� I . - 4W# ' - ', ,* - ' "' `-� / - 4., - - __ -.1 .- . -, 1, *�..,.', ,- - -, I _., - - _ -.1 ­ - "<�' , , , . ... .. :11� , Il 1­ ?, - . / ­'/� ��.�.� . . . . . . - I . ..... __ .11 - - � - - , . I -,-�, --,, --,, . .. � el " �--.' ,_ � 441i ", e I .- .- - - - "' ..... - __ - - - �',. 11, I . , ,< 1,�-­, , - . . �_ ," " '. . I �.. x - ,,, - - 1, - - _ - .... .." - __ - - ­ I ... I I , ., ';,� , * ,....I. , � ..- .- .. - .- - - - - >�_<, I , - �'- 11<1 1. I )�� "I 1, 'iv , ,o� .11 _- __ I � -�, " . - - _CLEAR`AND GRUB '51�_�-, - -� I . " � . '1\ / ly I - - - __ - - __ - .1.1 __ __ I I " "' . . 11. �15 __ - .- - ..... . ..... .. � . . ..... __ __1 - — 'N_�­"'­ <-_ '. " 1. - - ,,�-, I ,/ " � I - _­ _ - _ -1 ooi),EDrAREA . N, 11 - - - - -, - - ."', �. . -�, 1�',�.­ ,-"N -,, 11, __ .. _., ': � I * ,,,, - - ..1- ..., -...- _- — n ­ ... '. - '. , � ��l "<�-� ,� I ", /?* .11 REMOVESTORM _ __ ___.._.._ _ - .- - ..... - - .... . ..... . - ­_ — - - ­ 1_� , - ,�> I ov __ __ - _11 - ...- .. -- -, -,,, - .,.,:. , yi\,.,;'w - I __ -1 ,­ , . , -, \ # 1, ". " - I " , , " I _ PIPE - :�, , — .- .. ,,, . ., � . � *# _1 - __ - _ - -.1 - � " , - . . . ., -11. ", 11 _ .- - __ ._ _ .... " " *I "..., ;l 14P _ 11 � N��l , - "' �, - - __ ,�<: 'N I X .... .. �, 78 ,+* ­ — — .1-1 - . , , , .... .. I., — - .� � '<� �� .". x v +# - ...- - __ - _ - - — - _ ..- � , �,, 1. , " � - � ,e , � . ­ - I .. ,�< * " ,�\,;1".",\ * ­1 ...- .. - . ...- 14 . ­ ­ — —670- — __ ..- -' I - , , I � '_ �<� . , I . ,.� ../ REIVOVE , ` — - REMOVE I �l <,­�N * ""', - "" ­, __ — . .. . ..... - _ ..-,- -, - 1\ �� . . .. "�, �. ,,, . " "." I �*+��-­\; \­7 I _ . . , I_, - - � " . ... INV. IN,:; 670.52' 1 — — — ­- -, ...-.- - RIP RAP A * `� . . . . . . . . I I 41V �,, ��.l '4� , 1. .- - -- ­ - - , < -1 * 1*1 - - - - - - _ _'. - -- .- 1. , � IN" . I . \ N - I-- - " - 1__� I, - - - - _. _­ I \ I . I 1\ .::.) ..�.. \ I I ­ __ 15"'C44P __ - ..., - _.. �_ _ - . .. I .. � ­". - .. 11 _�s __ , "I �/ � I- — .. - __ - - .,. "', I , , , I__ .___.._..._ . ..... ...- ­ ..- -, _ — __ , 'I, . . . . . . . . . . . . . I.. _. �/ " _ - .- ..1- - ­ ..- ­1 ­ - - I I I . � I "I ,/ , 1� ,,� ­4 -..-...., __ .- ...- I , ,,,, " .�..� 1, �' -11 .- - - ­_ - - -, - I 11 .. 1/1 . .. ... � .11 � __ / /.. I . , , -1: __ .- -- - - --..- -11 - ­ "I f, I. - " ... /_ - -, - - — - .- — ­ - -_ .- - __..... - -_ ­ tl " / .� '. /094f.."t, "/ '10-1 / ". I --..- _., ­ .- .- _- "I I / J% I .1 . 11 - _­ _ - __ - .- /',,I , 1� /, " ) ..- _ - ­- __ - "' - - — _- - - 11 11 / / f j1-1.,/."'-,,j ,-,;,;zzl 11 I , I*- - - ...-,- - ...—I \ �- /I --:� .... I . 1 I i ll"*# ��9­tz,� tt.� - / - I ) .- - -__ - __ ­ - - **­ - - ­ ­ - - - __ - - __ -, - ..., - ___ _n . i . l/ , ,:/..,.,I . 1�� i /1� I` � — I �_ I— " � , , I - ,.- - ­ .- — — I i I / / "' \ _/ )<.. i *# 4� - - , z '. "I ­ .- .- — — I , I f" .1 � ,� , 11 I / 11 "_' ­ - - i I / t 'y " .- — — i ! I 't .1 ". I I +4 � '% ..... _ \ -, z �_I � - - _ -, - ­ ­ - — — . ; ,.,t,. �. � , / ", — � I .. * 14OF � I , ­ ,_ ­ I f f / 1. I ". I , : I ---,-<� .. .. ... I - - ­1 -1 __ - — - __ ­ ­ ll� SAACUT AIJD REMOV� ,� .1� ... / � _1 � - - _60 1 __ _ - __ ...., .- - , .; / � 11"': .. . K / - "I '.. ­ - /` � _- .- _ -, _ .. . ... I 1, AND REPLACE A$PHA�-T / �." I I / / �l - - .- I / -1 - I X-1, I Qr - - _ _ \ PER ASFI�Al_f PA" 11 I-.. I . /I � "..:,/ -1- . I .... .1 / 11 1 / DO NOTDISTURB ' - _ - - .", " .. - .- 11 �E_ ... I I / I I Ul ) -, -I ­ - _..., - _- - - - ..- ­ \ SECTION DETIAL 0,N C01 (TYP.) I $ �__ ,,�,�"­ � __ ..., -1. - -­ 11. , , I ) i / _, '? - - - I ... . .. .... ­ ..., - ­ _ __ - 11 \ 11 j I / I-, 40, ---_'-*l' � ". - I.., - I I / ;11 ; I 11 f I � I I ' i � I e i - 1. %, 1 $ . / 11-1 4.#' 1 .1 - __ I . " , 1 $ 1 �­ - - _­ _.. _ .,- - .- _ -1 .... .... __ .. - - ­ .- --- - - ,,, I.- ,-, \ , � � ,� I$ .. .._# I , I - � - ; ­ - _ - . - - ", 11 / ; I I � I --, j 11 ; i 11 I ­`/__ -.1 __ - - - - I., � � i , � - j � , _ __ - - ._ .... .... - - - - I e , , : * i - - __ __ - .. � \ 11 / i I � .� ; 11 / 4 ; i i - 1-1 __ __ ­ "I " ". I . 1 I I / f 11 � ... - '_ - . __ - I I I � / I e _ ,-.. _- -,. I I j f, � ..... _.. __ , . . ..... .... ..... - - ­ - "I \ ; , " i I _ ...- .- - ­ ; : i � " 11 11 ­ I \1 I 1 $; � I � s ...- - 1, % I � : . s I / I' I 1­ - ­ I \ -1 11 1; / i I � , i I ;l # i . , . .., . � , \ 11 ; I 4 I / I 11 ; 11 \ I � i I I' ; . I . I . 11 , I 1 $ $ 11 I - --" — C760 -, I, I I I , � . � i 11-.- i I I I I 11 I / 11 I ; 11 I \ I , . � 1_�;l ­1 - I 11 11 i -1/11, _1 � 1% t , ; i - * I I _� I'll ­ __ . ..... .... - __ , '1� i 'I. / i I I I i i I ; ; I- 1# ; i 1_� -111, , , / / 1, I I ,I # I I t i I , , "_ - 11 I I I : I I � 1, '�_l I I J, I � i , ; i. % 1, " `1� i � / f / .; i ; ;l I I � , _1 11, I . ; I ll � . I -1. ; I . I . 11, -- - -- .- . � 11 1. i I ­­, .... _... -1 - , ll� I ; / � � / i " 11 t . . --l", ., - , I., _� I 11 / / 11 / I 11 11 * 1%, I �, "I ) - ".. -, " \ I i / I e 11 . i s i ; � ,ill . i "I ­-, - 11 / ; ; i # 1 ,,,,, I . . ... I � ­ I � i I / / e � $ t . '16, i ; . 11 . : 1, \ i I / . ; I / . 11 1\ � . , � ; : J, i I I I ,I, DONOTDISTURB I., 11 i I : !� I I , - \ \ i i q . I lll'�, I I 11 . � '.� - � ) ( � : ; ; �'; � I, \ I 1 : 11 I ; 0 1 � . ............. � ....... . . -.,--. .,-.I .............. ­­­­­ ........... ---- , , M, , �--" . , � , I . ; 1! _1____ ........ . V11 . I% ,I /0 OD PANEL \ 11 , - : I - 1, 11 1p : _ . I : : �J 111% � f : .; , 11 ...'� / � / - i * - 'PlTB'.^ 1� ) / / / , ��','��._.l ... 1-t-1 ; , W � &100 :,;,, ) I ,� ; j � ,,, , ; I I , f ­­ . 1?ic. (- -c 1�-`I � / / I$ : � 'j- # I aEcTT D"I": - ", � / / / .1 , " . � I i � I "I '1� , - / / I- . __� \ I / / ./ 11 / i �I,� J��,�� "Ill . ; 11 11 "I \1 � / I / 11 f I I I "Ill I . I , , ) . � / / 11 � '! : I 11 "", : / / - i I I . 11 ... J i 11 ;"___, . 1. ; ; . I'll I / � / / I t '. "I I Il ; / i ,;, ___ � s 1�1 # REMOVE , 11 \ I i I ,; I . I i ', I / / ;, q s; � 5 "Ill -,f wo 1% 11 ­� ,", . t 1. i / e / � // ,8 , J, \ , ol? I I I 11 IN I / ; � POST' . ; I '� ,;,, � 'I s , I i � � ) 11 . i / � / / / � ; I ; ...... s I t ; , i / /-,, ,,,, , I - . ,I , '1-- ­ ­ #I r 'i ,-, . : / , , _­ � I I i : � / / ; ��, Jr I i I I I ; I ; � / , i I , . I I - i �v 11 . I I I i 11. I , / / / , 1--­__-, , ; i i I . V) z el � ,I i / I 11 � �l I . I . � I , : I I / 11 I t i I i "j. � , I- � ) i I / , , ,� I 11 � I i ,I " , DO NOT DiSTURB . . % I / i I ; ,., I ! _,�: 0 i i I — '!Acm-�­ o"viv 11 11 i / / �, / DdNOTDISTURB/ . i I —�— -- !', FL ; ; : : I 11 � I : , / jsql,317rjq��; �1­ I 1 i ; - 71JT2�7? / N"&I'l . � A _e Vil - _<"I � i. it I / / I It I " / . ; � PRESERVE i I � I . / / / / ,� t � i i Z,vobp c I ) 11 I , i - � . 11 / 11 / / / i -1. \ I i I I 1 1 , 11% I / � ., , . I r4c,J��'?__s 1 � f, , / / / � ., - . 3 1 � i I . .� ".. .. '..:� , ,,,-,,, ; ��<..'­., .. t . I ,,,f -', / _._ - - I . s : ) i � / / I f � ., A I )".7- , � .. I - � / / / / )*-.... " , , � I " I 1. � . I .11 _/ 'i � ,,� i I ) 11 / / , / . I� �./_ . --.,.., -- `-1. _ ,-..- I . .- .... .�'. . � .. �..;� /l... , _ � ; 5 - 11 / / , ;­­ _71 � ­ ; I - . .... . ,.. . �/ �,,,. f I i . . I / ,_ i <1 f I / / / / .:..., ::... " _. ::,.. , . I : � ; 1. i , z .... .1; �-`.. /_.,.-'/-.. >�.,.,:.. I I ; ; ; : / / ,� ,�­...., -.;;�.. /_, -/. : I I I . . : I / / / I REMOVE .�-,_...'�. _�;.:.�";..��/ . , ,�;,...,/ : - " . � "' I 'p - "..,:,�', I. I , I I , _< / , - . ... .. .. I : : , - ,; : � � I f, / / / e ' CONC, ; �..,. / `1,1111.. , ....._f ... f , CONTRACTOR SHALL LOCATE EXISTING / / I ; . >-_./*`..*._ , � .,. ., �,­ I *1 , . f / REMNANT , I ; � WATER LINO AND ENSURE LINE IS I ; - _ , -el / If - / "�.... . 't f / i - /`-, �,'., �_-_ 11 ..:: �_ :,_ '-`. : , � I'll - , ; , / / / / . /. �-f / - I, �f ..."�."ll . I 1. 11 - ` I 1. x_ , to ::­_ I "'.. � ,.,. , . I I � ..": . " I ; . I f . t PRLSERVED�l THROUGH CONSTRUCTION. : 11 / / / . I ., , ` � X., ._. , ","".'. I , .1 . I ill�l � I / / / / / ./ ;;<".. I .�./ �< ... �1. I I : � W,�-TER LINE'lS BELIEVED TO RUN NORTH 1' '. I " , . I . . I ' i / / � , -, , � . If ,; ,;.... I /.,.; - I � I 5. _� 1 / / I / I �. / *-.,, ,," . I., ; I i I �­ ,- ,,,, , .. , I , I I -, ��_, ,/,_.., )-*-'-.. I I TO ZOFF THE EAST SIDE OF THE EX. I- , " .,. � I : /' / / " / . /* * / ,'-,_f�­'.<. "...: "..._'. � I I I I I � / "I , . �. '..'_ . - .. :, I I I / / , e>o', 4 I.I.. � ,�< t.. '..: I 'I / / / ,,, I .- /.."( �? ... . .. ;* ..,J1 ­.. . ASPHALT ROAD. 1, , ... '.. . -- � I I i I I I , ", ,�...,. , � I �.f . ..... '.�,,.-/ - , eu,., ,� I ; ­1 / ; ,-:�. ­., x " ,-I .. - . ,� ; / It' / / / / / � ',,./ /,. /__ I..... , , I I I ,',� , /,., ... . .. ,; /�._. ,; %;�, , � .. I 11 I ,' .--f ­._.�/. ..? I I / / / I ; .1, --i� If.. " -.,/ I, � , ,I 11 / / � 61" Dall � *)e. I . ...... � - .. l." i I / �-,,. 11 '. I,. ".__ I A � / � / ... ..., )-.,. /,.-/ ­./ -:. _,/ /,-',, I I 1, . - , / / e : �-::,. ,; ..... _;-, , I It ) I I / / / I � I . / ..,/ -, - -, , _/ * ... e -, -, I -- ..I /,-..,. f` � � t 11 IqIII / / , :1� ,*?-.,' ,; . .... . I �_ I \�/ .. .... /l..,/. ;,f` /� i I I . , ; / / / / .1 ! / � ,_..,., ;5-'.. '/_.,p,.. . X...-J'..".. I I � ... /'..." . `,,_., I . t I I / / / i ,.-f�.. ,;,"....., .. I \ / " I.. - �,._ / .-I ;..,. -I.. / )... / ". � I I .- ;;. - * ­., ?-..,.:., - >.. - , X. , I c I . - ., _ .. ­1 I, I -.1. I , . .. ...., " , , / / / / ­... I .1,; "ll:....", _.. ; , - I .'-�:. �l --.;Il­* z I I � .. - I_ .. 1.11;IIJ /' REMOVE ,, / �. .._ �,/ , I i I / I 11; / X, , ­./ ',,.'� I'"*. / '. - ., *.. .,>� I i I J " 1� 1� / / / / ..1/ ,�__ f­,...­.: ::*,._//-,.'�, , I �­... ".. /. A � i 1, s; .'_�e "'. - ..-I � t'. /_ I / I) ... , �/ )". " , � .1 -1. ,I , I ­,. I /* -,.. : . �'_. /* - � ;1,.. i I I . . / f . I �i'_.t ... . .. . ) " DO NOT DISTURB , / / / 7.", ,It- -,,'. ,;, ..,I' I , ;,. /.,/,--.,r . ,I %_ I - / ," s 11 - "...... /� I- � /..�,/ -, , A ) , &EAR A/N'D GRY9 / 11 $ 1 .... ;-��z .., e , .� '. . /- - � ':-,� . .,..' � ' / . I I- .- I : ,,�,z e' / / I I _',.f� ��.... �� , ,'..../ , "'.. .. .... , '.. / I, ,-,� i LIGHT POLE �� I - I '. , , , , �, - .1 / , I - � � . i : I . " , , , I / - �....' X. f �v p.. / -.,/ ,'. "x... .' / /t�_./t",:.: I , " t' / WOODED AREA .,* ­11 �_.__. ., , J.'' ... -I / "'..", �` ,� �� *; ;. �. - / ,�� ,� '. .: I... . . .1 / � / / .- >__ 1, , ?.../ 'Itf >.... �­,'......; ,!-�/ - , � I ;- , I / : I .., .. ;,-� /. I I , .q ..., ; .. . I , I . / / / I , .,;f -�k �.. ll�l . ..... I i � a,_ I 11 -1<', p.. Il I 1�� / ­._ I 5 e.,f ...;' I _A_I, I I ARMOR i . - .. 11, / / / � ,k. , ...... r NQ - � )< ,�, '. . , ,��. " 1.� I I i 'It . , "", / , . . , — -I f ,-,,-�,-".:,> - � I .." ,,, "j . � f / / o�, .; n......; , . ­>:::� �� ." " , . 11 ,�._./ .�. " � - - " " ,,�� I I ! ..... :.: ��,._.tr � , -., *,:.*, , IK � 11 / 1-1. , . . ; . ...... . . � �<. If .-:� ,.­_� � I I \ ­_ ) -, I , 'K,, / �, , �; -.. ` 1% I �-,--,--,->.,�j,,-%- / If I 1.` - /. `/ ,,.,/ .. ..... . . /­­f e, i/.,...; I I- ,­ -­_? I<. i i k 11 / . / I I ` ," ,. ". I /`_., ) __ , -, , 1,,/_ i � I I "I 11 � - . 1. . I .1, I - I— � �. / �. �_ , .,- �. : .,.-? . 1_1111� - ` i 11 I... 1'�*`,. ;( I - .. ., .- *�f._..!*....,1 �K. /;"--f . _,�**­ 11 � . I . �-�---,,�,-:�-X-,.� / I ,�. / -I k.. 1, ..� ..., 1, ." , � , 4,"e ... - � ,� " " 'N��, / . . .... ,,, **x� ... I I. ; **.,/' *�f. '.1, ,.,; _-,��.. / ..., i 11 \ 11 ­ - . . � ,_111'�llll �, ,�, / f"'.." *,s',,..,:* �/ , '... , , . �. ��,:. . I i . I � - I 1. �..x I , .. I I . 11 � / I ;... y -­; I", " -,:. >. Z. 11 - ,.,_.._.'ll_ I 11 I . ., ,/ , ... . , , , � N --,: --< . — . �', I .,.,. - "I � 11 I / . . ,,� > ,`�:/ ��, / "t I � , � I " � ,�,,--,,, / tw ...,... I '. .1. I .1 ;<. , "I 1,",/ e I . , -,, �, ,�, ,,, � �.,: " , " / ,:,. I ....; ,��-. " ';.. ,'*.-,/ '. _._,� �. >1 .- )" .. I ,- .�.. �l .- I , I \ . 1. . � � I , . / / � / .., 1� )�� / "..., -�--.../, " :,f.. ,/ --...., x , ... ! _;�. /' "­ I \ / , 1�1� * . , I " . I .1 /. I .�; , I-. /, ,� � \ \ �, �. -,.-,z, � . � . I I / Z� / --..- I ��... �, - -�_..,. _ - - .. ­ .,lf It, / " '� I �. . ) � , ... I, � , 11 . " .." ? , .. V , I - I e-,­f - I ;....., / I � "; - ,,, , I � � � 1-I / -, -:">"N-� " - ,� "�. , "" - " . "'. f / .,.�. �., ,.. e, .,nt., x_ I I - _./ . , '._...:.l .: /­.. " : ; .... ... ��_ I I . - ... . ­ . . 1. I ..'. / � �, . ,.. >.. �4,-, *-,.., -.---- '��.. / --z , I ! **',,' ;1. " I � I ) .,4 . . , , �, __ , / - .. , � - :) I / ­ I, ; � � - , . ., � \ , , I / � � .� >� "�:�,,�,,,­�, 11 . � ,.., �< .. . I .,../ . '­- � , - , . I. , \ \ I . ,/ I., 1, _�1�4_ , 11 . / - ,,, �_ / I . >,. ,� '_I '... * , `X ,�.. , y >, I; : , 1, , . ` ,; ....., , * " ... ... * " . . . / .. I ,. / � �..�.. ; I I... "... . .. .?e, .��* ,/*,,.,, " ,,, 11 t� 11 11 1 \ i I . ,-,"',-�`< . -,� : " , " *1 , � ` I * , < /"-"./ *l'..-::,. / I....., I I ll�, , I � "" , . ;, '_ I", 1, � R, . - / " " . ,"­ 'e, / -1 I , I )� e \ I , 11 " ". % , , ." - / , , , ., j,,. ,�'-_/ I - ,� I x I- �"". . ,., I -1 �. i / REMOVE BOLLARDS 1-v /"..'! (l.., I_. � - �_�__ f''..', ... .. / -x ,� - - / :/ , I \ // I ., - I.. ;i. �%�If >-�_ , " x__ I , , ..., .. / ­x /..,.. , . 1% 11 \ 11 " 11 ­.� I . I , �_ll . f_/ .. � �'. / _/ k .1 .�<,�. .., .. ;�. > * - �� I I I ' I I .� ; --:� '. �:, .,;".. _._;� /X-.-_,l --..:,' �`�,_._/ *­X� ?-._e _ . - , � e I / � , - . ... . . . - ... I _,. . .1". I . .. .... . � * ,f .. f * . Y .1 .�,...�f, __/ --/ - ,!'­.,, I , � , , I , ), / . " .. ;� I` - I- I I _�l ..." .1 ., ,, �..., . / '...... _ , - I *r - " ., I- 11 I- ***, *..,,, ", . )*---. , f, `�;',_ ,-�' _� 1% � I f I ; , I ,­ ". ... . ,� , 0'. . I '.." >< , 'i I i 11 *11. ,:..... ,� ..... . �%. ; �"I ,-.( - v Y. ,-,, , .,/ I .;� �..,., 1 4 . , -, j - . / �z / -..... i �� I .." `�,. , , . �. , f I, - " ,..� , , . , .. I - ;,� f'. .. I ,/, i I / . , -Z ,;". ` .. ... \ 11 f � � ; i , 11 11 Z, %, _ � % 1 �f.. / ­._, ".. I .,�,� *,/ 3 ),. "", . : '... � ,.e - - , "I `� \ � � I � - . .,., � " "" . ',f . I ".."..", " % .. ,. ?"'.- "..,'. " ", ; .... .. ;,_ , ,._/ ... ; , ., �.,_ / . ��.. I ._­ I . I - '. I �.. I . 1". .. ., .. , . I / :, ? I *11. 1, , 1�.­ / - .� , , - " - , / �'.. _'. I .: . - .. * - . , � I . " �._ . . '.. -- , '� \ 1�1 I : i _� I /.l... I �:,. , - .-I - ... I I., ­./ /_ - "j, X. 1* � - j - - / ,./ - . / , � t�� - / -­ - / .", ; . , _,_.. _�:;;,.. ", " - . / )� �.: � I I I / I ; I - ., ; tl ., . ; A , , ? . ., / ,, , �, / .. � � \ I .- . . ->�. - / 7 I I� - -_. I . , I -_ r. . $ 11 , / % I %I- I ­ / ..... , � ._. .. .., I .." I., f, .. .. " "." . '. , �.., , '. /. ­/ i . / .. It ;;-,� \ / I 11 - I., . .. _.- , . - k., / 1,f X '. ­. , ,_,", . ., X I.- m , .. , Yt:_ " ;::'-..,. ... I �c -­ ;�� " -_./ `> ,� .. / '�f. .1 � . , - \ 11 ,I 11 1 � / "I 11 / � __., . : ... I ..� - / - - `- ,I, , / , .., ", . N � " - ... I / ... '. �.. �;.. / `­ ,-i--;/, , -, ". / .., ". I : ­ � , .1, ­ . / � / � z - ... I, `X ( . I f 6"' ; � i " . �`..../ '... ;. I - I., I .-,,; _ ,� . I'D % IL I I I � / ,:. " - ,-, '. ':- - - /` ... f �,v,. /I . ..... I _.,� --x , .. -, ...< '... % � "I \ . / �_, , ,. , ,�... " ,/ �: /'- :;. ).:, - ., - , .. . . . _!. ... -,, , 1�1, /.,.... ;,. / '-.., I / / DE7 i � "' 11 11, .. �e� ", ", . ., Il., � 1,f.. ­.­ / I I' 7 I , - 7 - -, * t f.. I I ", ,�� .. .; I- _. . .. - , .* , , , . . .; - � ';.-.. ".." .�<../,._l 1.�. � ./ . . / I I ; � / - " ­ ..It �l .. I ./I I ; ,� 't -, X. ,$ ". ­... I Z.. ,­ , "I \ � , 11-1 � 1­ ". ,�.­:/ _ .. � t Y.. 'f I- . "...7.A., "..... .. - . /� �. f , ,.: _. / � ;'. I \ I I 11 11 , 1% " ,... f ,.. , . "' I , % I k \ \ : � ­. ­- .,.,Z �,.,. ­..., ­_ _ ... , . - , ,,, '... " .:.. - , `;�. ',�'. ,� ,., , I I f I ; 11 1, " . - ."...",_1 . _ , 11 I / , � e, . : / ./ ,,, I /.. ""I 0., ,.�', , � , . .,., ­_- >:. f. I . " � ", ,­­/ � .f.,.. .. , - .., I-'.. _... e '... -, , -, . ., I / ` .," �tf../. �... /­.. . " .1 ..� ';__/ X. ­..,* �,,,,, . ;.:. I .. �.. , .., � � - � ­:Z,-, � __..,...:;.:.. ,_.. / ,Z, ._". /­ .,f ,-::-.... I..,..� ; .. .... I , " ./ x I.. I—- / /I I \ f " - , , ><. / ". , ..._ ;-. . ". . / ;,." .. . ?�...,' .."... ':.l. � ,./ , > 1% I 11 I ("', ,i � -1 ";' > , . � .X , ..,., , � , I... I .. _,­, ­/ I , , - .- �,. , ', / ... / " I ;�-- / *.,?... /....", / e 'r �� f, , / " ..�., .:.,. / - " - .., ".., 1, . �. tl­....'. - " ol` , > - . It - � \ \ � " 1. ** X .._ ... / - /I ,...;. -­ , I '? � � f , , i I f /., Ili - li* " �.- /­` . ` e - . I ; I " "I ';,'- f­,/ *,�... , � " .. � ", "'.Y *? , ... -I - ...'..., )__ I , . . -x ), ...l. *,f: -�' I 7' . ** .;t.: .... . . " - 1�� I I , ,� ; _�,,�,� / ,--.,. / - .1 ..' �.. 1, y,� ".. I- .,;, ,. / -, - .. .." - z e' il � "I I 11 � I / f ..­. - _. .. �� _. , - ' r, '.. , ... . . .. ,. � '. ­ �; ... /' -/ - �!.,. Z_ .- If ** ,� -, � � -, - , I . , f i 1� 11 , f ?-- , _.p.., ,7...� . ., . ,t/ ­__ �f , .e,­.l:.,.�._.>,. -:.­7_­ t.. ..'­­ ., I I i I / S'Ll, � TE ffikell' _­ ?... / - .., , , . ; *_l I 14- e�.., I. . .. ... ,� , . I I �.K .. j , ) -,. ,,� _..; " .., ��e.­ ,_.,.� I V... - ­� /' ­/ I ; e , .�', � -- ,.. - . ., .... .. I . __ A ... ,;­".. I x � .., " . - , ../ I. . I 11 I I , , ��,. f, - -..f ..,. .. , , , ; --­ I il. , . " ,.::j _: ,. �_ , ­.� �- ; /.. ,._.. _.:.. , . �:',. , ll_,e — % I \ ; " .� � *.;: i .7,'. , _�:f . . . .. ... ; /... , -, a ;l.,., %, , . , _ I 1. I % : . . X , � , . ". I 'c '�� / CONTRACTOR tO {��,Yx�,",69 - "'. , )e ,�. - �t ,�'­ - ;­ - '... , _ 11 , ,I .... 11 , .,.. f - , ,. � " � . . I 11 /. .1, ", / . 1. I.., .." , -.1 - _ ;.,. e I I i , I , . " _., �._ .­_ ,; )-�. ,� --, -­ �� - , - ;" /.. f ;/ - , I , T = f? e"�,.'6�.d I � ......... i �pt_ I-, ��_ f ./ I.. '. ,., .. - ,�;:__ ,�'_. / ".. .. ... I .. .- _. �;.... . ..,.,_ . ..I ��... , � .. . .... , " ...., ,_ .�./ .. , %., - � I ... . . - , .. . f . 11 , . mw 6v - ? I I I 1 -ro,'��.-,665,13, - , - .. / Y � , ... I .... .­.' - ..".,f -1. t... I � . '� '� -, :��_ ,; -� I-_ �.. 1. I . / t. I ­1 >.-. I .1. X .,/ "". /. " ;., -.1 , f I " ��,H � E= L 0 CATi,6N / . . .. , ,,� :;,.. ,.>. - .. ; �. . ./ ,�, , .. , ., �'..� �%.. I-l' , I . / - ; . . I .1, , f .. .... :.: ,. � ,f llf� - /I J., - 1. I. .. , \ I ) -ap'PORDINATE R , V otj,x, 6�;,I,dl` ,NT I :?,:_ " ". "... , . I il PE ;lflkl I , ,. / "­�,, . ­_­. 1.� ,­.. ", I I . ffi'll s rit'll"VE .. , ­_ w.. / __ __ .11 ...... ;l :�-:,. ;I "...; i�_ I ....,.: /*A,,/ �,-',.. ) ... . .. f. *',: \ 11 .. 17 ; I ..., ?.. - . ��­,.f : ,�, I - ,; I.." ­k ... , -­' ,-.,,, !".-', __ � I..... ... - , , I: I ,:x I.... . _ . I " I � � - . * I ,:­", ....�'. , ".4 �;,,.'­; *- -'*- )"-, .1 �:--._.I', 1-t"'.. / I . * .- .. / , ­r -)p,,,Wl-rH UTILIT,� OWNER AS / 1. I_. /`:', I .., , '­-�� '-,.:­-..'­.../ I" � / " .- - / , - I , - .11, .. 't, A- / " � .".,.:, �*. �1� ­�-._ ;*'/... '. ',:_ I \ 'I I , .t.. ::;.,.. I X_11;_ " .1 ; � '. '�_ -,, .. - If "/�. I .. X. I . � � , j�,,, I I .. - - . . _� "..�. �I ` I � _ / - - It I � .* - . .." - t _.; / , I.. . . . ,. Ir .�� I., I I 11 _ ,../ �Y._,�­.,. ". �' -.,I _­ .7-7. -, I ­. _ - -�.'. .", �, , `,)�.. : ". , -, � ", * 11 I . I '. ..;. , .1 I I ­._)***.", I`, � � .:.., x. j"...../ " " .... ...�.. ;.... . . . ".1., , , / .� . - I ..­.. I I , . .. . . .1 .... , , ..... ;-, I ..., , 11 I'% \ / NECESSARY FOR CQNSTRUCTION. 1. .�,., ��_ .. . .; ... . ...­, "./ , ".: '­ . .... � .1; ,. . :,.: -, , , .. � -­� ;,. f'.. -- - -­ � . I )l . ... ... I ., ... -�� � 11 . . , *-,�,. ", - . 1� � I *�:'... :f. ./-.,.,/ �,__".�,./ it. I tiAll . I -_ f .. . .. .. .., ; I: I./ ��... .,* * ., , I .:­;X� 4.. �- I ­: - . . ,./ )", I * If / , �. . �.. - - ,. '.... I.. , . -, �. -, .. 0, ".. ?.. I 1.�� , s / - ­ � , � . . I I ; 3".. ..... )4 '�.... I ....., '�--_ ,.., I""..' :_,., '. � ;., , \ I i,:; ". j ............. - ".. / -.1Z `­ I - ,/"* -, z , - , �o ." ..­ � - ,�, --f ; . �, .., - I . / - -,. 1, ". .,.,: . ,_ I , 11 ,..! �11..>': j�*.tk .. � I ,�,� - .. ', Id ..., /'.. , ;t.. / *-;.-": ,*X--,,I ", ".., I I / / � � "�, - .. /� �' � ... � f; .,. . / .. �. ..� � -_/ "'..... " / \ 11 I L ?"..., *`.,�, - ,,,,,,,, '�-:: , '­./ I.., I , . - /I .."ll /­ I ` " I ";; "" I ." I . I ­ ;,*.... -�.f "t.,... I ...,:. '..".. I, 'GfiA VEL,,f" --- I I -- I " - . ,,-- - Z \ � / I 11 . * .: > /* ",,.( ",;;: '��",4-`,.;�,,�- , , , ,:,*,... "', "k -.,..�/ - - , 1. I .. I Ix /.l... I �?.. e__ \ 1� � \ I I " / " . . - I—— � I / ,� .­..�� �'.... . .".,` :.... ,�; ,,, I �1� , -.?.-. , � / ,�. ­/ _ . ..._/ ,�. / 1. . . .., � ./ I 1� . ,-,, -A., , .� �<._ .."I" ` " / ',,ol ? . .. ... " /�_ , ­,_/ )__ ,"I; ".;. " I ,I � . , - >� "". I , "... �., �!1111, .. . -�%/ " ,� ` I.. / -, /". '�,;- ,­_ �4,.­ /, "".. �� . , / / I%j I /' -1, �__­ .. , I .... 11 .- 1� . ".. / - .. . / _ I� \ % , . _; '?t' ­...e I � �X "., /� "'..." e. j, ." `:�'. ,� I/ ' ;,.... � I ; ...Z. I - \\ . 11 11 . / - �. �f z - ?,_ , . ;...'. ,/ .." ;,.. ,(-,.� :R - M' '$PI6OV- �" f ..'_., -t<. I .�� E QV5 - I - �`.. /` -,,,, �< � / I I " . .. �� I I % I "It / I i - ;... , "'. / ': 'I.. . .. . ". . .;_ 1* ) _- , 1� \ \ � ! t., -, ..I - I .If ;: .... "'.. / . . .... �, /** - / *,.:: I, t ).�,. ,,/* >,. 1­,';� ; 1, -� )l z / , " , '.... ,­_; ,,:�._ .1 ... ,, A ; ...... ),.., I , , ;, '.." ,�:� - -, ; -- --�, - , ) ,�'--. / �-: ", ­� . , 11 *' *> , " � : .� "./ ._. " ., , , , . - I / /,r" , , , / *.. * / �*.: ::., `,�-. f ,�'. ,:'.., I- " - I : ...... ­> �, , -, >, . , � 11 � I / / 11 I It f / i.l.l. " d . I./ /". / -,f ,�,.. / I. ,..:, ,�` -, �., � /� ;*".�AC)jU��S-t'VACJL't','*tQ'MATCH�� �`­--' ;-, " ."x,._/­. _kl� \ 11 I I : I I . e" 11 '�. !'*'-./ �' ;�'- I `­ ­,., " ',� , -f - , . )'_ ,� -..., I....'..., ;..,. 5. � , x �­ � , '.. I' '�f. . \ 11 , ­..", , � �, ... '. f ..... . . ...,. .." . ��; I "-. ; X. .. I .., -'. / , / .. _ , .1 .�:. . .1. . , I., I - ..../ - / I . . I . I I . ...%. - - f" - .1 . . I I.. . - .. I I I . . - .. / " / 11 . el'; 11 - I _ ,.,.� r ,f- I.....r. , EP AC. I` _/ � 11 � \\, . \ .,:f " ..,,/ �- -, , _ '' 'D..,bkADE �R­ C :� � I 11 I I . . ......... ,�,. '. ': .1 -­ � . .. .. I ...// , - . '. - ��. , f. , . ,.�. f �R . - I, - I � 't I tk , i - . ....w., - , .." .... t ,., � F OeOS� , E . - .- --� . I / ,It 11 I 11 / � u­,,� I , ", >,- , "..., , _', � .1, / _.. _ . j"... '! * � I �l - ,.,., �.. , - " - ,; .., I.- f ,,, , f* �,f � ...;' � .. . . ... �- ., ,� I \ I I _ . x ..,/ e.,:, ; .1 . : ./ . ,; /l... . I '. ,*;ll... /*'11.1 � z . - ; - ..".1 I I � 11 , i �, / - 1. I ,/ 11 ;.. / ,�--- ;** `*WIT ,H,-20"R.ATF,D�-VAULT.,']F�fEX--- ,>�-'../*', /.___ � . I � f , I . - ,., -11 ". � 7_/..",:, " . ...... ; "t. � * I'll 1. k , , " ,:, " 7'....., I".. , __ N \ .�.. ,".. I,_ I I...f Q3,tU'... I—_ . ,.". ;%. / �_ / -... - ., - ., . ., % *11 , ,'>� /,.../ - �** / , , - - ..." / .." . , / "", *' �_: , _� I.. .... ,x . I \ � � \ ` / , I" "'.1-1.1- .'/. ..,( - /�`,_/ _ ., .. I --;..:. '.. ..'. ,,.. ,� ,�­_ 1. ...... .� I " e'- - I i I * Vl-,l I"- ___ �;:, I ** ".. / ;,(' I � I . I I , I �,P 11 ("I ;�r... I ......, / " " - '*::Fi'f'O R -:, . . � I ( _-') %I e l-, X". . .­'; - � ,./ '�, ,­.//`.�,'��` -f§/NC,. � , ED.-�`ORIOAMA /I. .� \ \ / i .� _ *..,/ ,>'-. " -, �� ,;,-, "..., ..., � I )T "-,? AT. I / ... ..f.". �l / , � . I **­;�, ,,-,,. .- .­ .... .. 11_ _ , . � � t _ - I I �. " / - / /� I ­'�,,� V", - " �,� ,/ ` ,.. ,'.i.. /..,... , ?�,,,. *14. .f ,. .,.. , A / ".... �X.. -11., " �. �/ I 11 I " " -'i� -� I 111,_'. 11 , ,/� � I *-�-:. * P ; . . - 'X. ?-,___7 -�". )* I it , - `AV,,'0-i .D '. , � .1 . - .1 11 _'. � , .-�', '. �, 7 ,�� . ,,,.)***- , .,;' / / It— ." .:.' .. ... / 6, ', I 'Al., 11 , ,". . - y x . - )� , '... ....., . I " ; ,.. � .... " ... I ,�, I>, ,�`�tf /z.."./ **� 'f., I , I . ­/ ", .I, �;. � . . . ..... / `�-. /'..'. " I \ � .. / / / -.11 " ; _'. . _/ 1114f IN__ / It', / >� ", ., ;.. _ _� ..... I ., ..' . 1..:�t I, �..... ,,, ; - I - , � 11 11"', 1 I 11 7 . /., , .: I � - -, .- -�"... , ; . ... .. . .. ,; _ / /'It. ".- I `,�. - , ". )� \ 11 � I 111- `�.., ? - _`F� ,. ...l.. /'.,..,' %, / ., . . . ,; .,_ , 1, -11., / A. ,� I / .. . , , > ""..,../ ;� .. . I I --.t'.. / .. , -.x' ,� .... , \ / _I e. . � I � I I I : I-. /,--; ., .� ��. . I. . '.... ;1, I` - ;., f / I", � ! ,_., 7. / "I .1 .." *­%,: �,., .., / , -x I ...... / ... ... /� Ir,,_ /�_ _ .. I /`­..�l ­ � .1 I 11 11 / I . _<"t;.. I _.,�,,.- � ... .. .." >, /­.., *,z,. - "", " ..../ >.,... /"-,.. **:.,.. / .1 :;-,., ,/ `..,� " X-"-,/ "..f Ill., I "I..., ��. )­....z `;�-. I I \ � .. ., . .., '... . '. / `,� I "' / 7'. /'./ . � ��. /' * ..., ,--/ ': ... . .. , �,�,. /.._ .... ...... - / I 11 11 � / . ; -` ,,, .z5, ,__ , .- I � I ,�;;. _­ .. , � _X_ / _�, _>f''�'...f.'...',,�... . �., 1, It.. � / 1. ,�' --,�� / .,,//., I..'r...I, �.__ \,." I I ? '.. , , " * :;­� _/ , /,..., . �'. � ,, .'-/ , -1 ... I I- ­ . � . - I I . � , . '. I , "I - I 1. - Z �...,.�. ­... - I ­. '. .- .. .. /.""I . .. - . I >z /-, /' ` I\/ _-e ,.;-...I .�, . f . --,�, ,:.,-*,_", �- / ­- - .. _;,".., ***l;t­" f., . ".-,/ ,-, 1'1.� .., ", ­ � -<", I ***' ,:. ,; .I �._ / '­ ., ". I . ..." lil- -, ,� "....:: .e., �i /", � / ­., /... ;/_ � 1� 11 .1 / / : : .1 >7 / ..; .t r .z, ,.w..'. I, �,..,/ . I ;.. / W /,. .� -, .,_ '�t� p-...." "'.. / _­ I ,.. ;;... , 11 I � t "" , ., Il. / . / / 11 / ; 1.1,".'. * .., � �.. * t , - � , f'( .. ,,, x. - - I . , . _...'�. -, / ... .. '.. . .. I., % \111\ \ , I *, - ., / -, ,/, t.. I , , . .. . - -/ I .... . .... -, � .. � /` , � / *_�',_ -, ��. ,_ , . . I - I . I k " ::, _ / . , , . X.; l I . . I i . �- , ., ., _/ X, If' . _ -, I , � I , _ .. "/ /I ". / --- - " � � C', `:�� I , ,,, /�,, . ,.� ", , " ., X., . . . I � /.. ... -,..:. 't-_ '.1 , I./ .. -_ �. . . / . � �`.. / ... I; - .. , - 1; - I _ - j. . " I ;,-' I ,� . ,,, . -,� " - 1� _/ 't ... / '-� ,;, / ,- I I . - . I t I . - .�% /* ...", " , ,:.. ., - : . , � ., � _1 > , .... ... ;�. , -.,. : , , � -, ` `e , , X., /I.... /I I'� / ...., 'I 1­ It CONTRACTOR SHALL LOCATE 4.,o ., ;:. I ,]rr�.. ".... �. .:. I- If � __� .. 1 )1, .. .... I ,,. " >�. **;�'.:` /. 1'-­,f ". / ` �, �,`._ Il, , I ., .;' I .�� "../ * ` , /. 1. ­>, :;: :,.,...I -,:. 11 �l "'. / ->f, I -- � ,, " ".., - s �, " j ... / ./ /�_ , �_. . . - .-.,/ .. /-l"..,. ,.. A <1 $ � , , .... � -,;" ,.,.. . _'. �-,. I'/ ./'F�.�IE;- "-,; ;'. - �� I / I/ _- d..". "', , I __-­�,- , ',..'I. ,; �, I \ t ., �'..,. � / ­. " .., I.." I / I.;, `� - I, �..., , _., - I ;, .. , Z \ fj,. - - - .. ­_ � ) ,�.,_ I ., /...,. � ... :,. / /_ * , �l I ! " ...., / " / ..... . / '*'-*' /`, , ...K. -�; - / � / - -,� -e..-/ 'x /­. ", . / t� �., ,� 1, I .-l.. /.._....?j' �`l , ..�., 11 - I ,� . , ", I - -11. k \ 1% -,. '... . .. .... � -�� ". ., ,_ . , " . .._� ;-,! 1- I �1' - I , I -.1 ,_1 , ... ,., ,'. ;�Bj . ­ I � -, .. . - ;11,� "// /"mm\,_�= 4* *0 , l< * .l.-s \ / , EXISTINd WATERLI/NE AND I t ...- I, ­X , ..s' �t, " ­ 'G., ,4.,l -1., ", ,..:. :,.. .. . '' � 11 \ I : 11 , _ - �_/ ?�'.._/ .. , 1*1 - , '. 1* A �". I. ."',f '.. , t.,/ .. ._ . . �� \ 11 \ I \ ..., /,,,,. � * �l ,; . ...... �", �­ / * .. I /-.,- / J . Ally . . .1 � ... , , I . , - r_ " te >�_ /, _ _,X.., I - :",:... /­-/ , .. ,�,. I,- . ..... I: ".., )., , ,_ . , I.f '.��: - / . , 1; 11 ., >._ /,. - - , ... If y I, , .., . , _/'...., f` .:w / RELOCA�E AS NE6ESSARY. ,I .". '. �,,, ­_,�, ,"...J..," x.. , ., .� -- ..... `� * , �.,,, .. . ..­.., x '_ I . 1. . �... - , ., ... ­;"? \ "I - . :, , ../m V. / "'. - _ - ..� I .... . ,�.' ? ,.., � �'.. ` ' >` -� (QffSKlDS).1`-l..1 *)..'.. ­,-......? W." >- .,../ . � . ... / ;­ I _ ­ -­,. ;....., / , . : "... I . __ :. . ;t_., .A.- / .y / ,;...._ , � ,�, . - :...lt f -.: . -_. ".., ... ; ­ ;... ­� � / ,:... / ;�-. I -,.-, ­ I.. / *,*.. '/ ,,/ _ . - .- -. -.,, , . ... ­�'l ­,/ - � , I I . ­; ��. - . � -Y � - .: ; ".. I � / ;. .I , _? I .. )I \ \ \ � � � , : ..'_/ ew... .. ., . -I .1 I I �. ­, _. 'e'... / ,_ ...,.. / / I I / ; A l?".. '... ,, I ,,�'.l ­­ / - ,.. I >� 'i<­_ '. .- �'... I 1,1 /. , � /. I I -, I—: ;f � _. --,./ ... � /I � ,­_ I ,.;.-- I .". %,\ 11. I �1-11. - .. '.... . . I,_ / ... I ..., - - X.. ,I . :......, , " ,.. .., .... -_ � ­./ . I -,/ ,�,- . - I,/ ?_. . */I - . I 1. .- .." I _- f.- " __ 'a; lj;�_ -, ;. ,_/ , *;-. - , �"'; -, / ,.l.*'­'; �/ X_ _/K.../ ''t- / � I...), - / � .." , . ./ / I � ! . ". . , :,�, . J* *. ;' �: - I: ....'� , ... .e ;l. I I , K. , - 1.� " / / � I, , , ., / ,_ .��..._/ _. , . � ... 'I \ k : . . , >� "I �e . I .. .... I 1, , , ".. ., . > /_,... :­ � , I 11,/ / , �l , , . , )*,-., / - �_ " ,��,>. .. I � 11 11 , ". . , I ;;t , ;,� ),..,,�:,' ..., /1". ��. - , .. ) '. . .. , . ;�, -, � � , , ., ` '. ,.;/ ", ". ,�. " '-­ , \ \ I - ,� * - .. . / ) '. � , . / '.. \ I ; .. . . - i .., . / / / i � e'. . 11 I I.. / -"/ ) . ... ... : ;'.. / I :1.1 , -, - -'. --��' .. , ., I '... 1, ­.,._�l w- >� , . , / � I I :.. '. I ., I , - t, it ..." *, .. / ... , , .. ,.: ,� 2 / / .1 t �� .". ..,.. * / - ; > .....I/ *.;7.1 -- * . � . , .. / �.. / ... .. .. ;.- / ..,/ � ------ ,. ._ * ?.. �, /_, / ,K�. ..z ,::,.. ,,, - t/: .;:::,.,.. ,( * ... >.,. ?t- 11 I.... * - ./ � ,� .1 . .­ *, / .. � `t� //" .1 �'..._ >-_ , -­ I .... t , .i, .. . ... / .. . -_ w �.. I. `­1 I \ I * tl* �<, - - .... . � X.. / * .. . .,- , . I. , .,. / ��: 4 , . .." ":::... �� , .., �-­ / "..., 11 ../.." / , , *�< *�, .. , --v , . - ._ . . , z 1, - . �, , - I I .... I / . .., ,.. 4 -.1 : . I ;l * /'.. ,�, x '. , .., , , . " . . , , ... r.: '. �_ ,� .r," � ....", I ,-, * " ; . , . . ��, " .- . _.., , , ". / .., /, .. / . " - / .. I . \ I I` 11 1 C7 .- . .1 ,� ". -. ; e*,*, t," /* .. / .. / * .. .�...,, ;:� **;,' - ./ .< AD I/ /.._//f64m , X. I"._/ ";/.. /`,../ . I. > , \ OD ,� �1_ I ;.f. ; "' f ./ /11 //l, I ,� / "><.. ."', I ,_,�,' :,. I ".., / , I ' . I ,_ ; ". . .. I.. , ".. , ;; / . , , ". / ... **,�., ".. . � - .- ** " %,,2 * , . I- , ". , .., , '. / , / .. /,- '. . . " - , I.... , I ,� j-, 7. I _. . . ��: . e , . . :.. 1-_ , .", ./ ., q-- . ,. -. , - .. � - . ". / J'. " ? .- �1. '.., I , I ' Va"'x �' -'- ' /*. ­"...., * � /I )I. I I " . " x , - I ; tl� .. - <.1-- / / It') ; 1--` `& ORA . I "y/ **';',/.,, � ., / .1 . I �1. . , . .. . ;1".." . z I/ 11,/ 161, "I : .1to . 1, *,:� '. " ` t, / - / ,; ` , ._� ". /',-, , y�, / .. .... I '. / ..., .../ �-,,. / * � z - 11 / -­% /--, ­.,.. .., ./ , , I` * , I_ v " - ;I- 11 ,; , I * " - ... .. ... ., .1 .11 `�,: e ,. , '.. Z., tl., / -1 -.,,- ��t7 , I I I .. f ,,, I,. ", .. I '. I -, I �1- 1- - I', , I . 00, x ,� � I 1. . .,. .1 , � .1 I ....... � ­ �,Y, � . . . I ., .. .. ... 11A-.��., , � ... ­ -'-- "t': '. .. / / /I "I t �- %., -1. / -., e I.. .. -..;� . . �.� I 1.�. -.1 I _ .1 >, ;� - I I ,. / .. '>- '.... , . , � '.,',��., . " ...." , u , - /_-, ,. F... , ­/ . . ... . . , ..... x, /' .., ... . , . ., /_ I`- - � ..;". � . -_,P �­ � "".. '. I ... - . . � . �� � 'It:... ,o -.1 ) . I I , '. � - �', �< ;l I >. - / - - . - � �- , ,%I " xl. 1, - I I., ,� *, ,.:, , i 11 I % 1. ,�-. . / .;.,. ."t, Z_, / .., .1, / .../. - .. - � /11. : :,- _�*.. , . . , .. .. _�� ..., *t'..,­- If `_/ - -, /_ / ­1 I I i . I ./ . , ....., �. I- . . ,., . - 'P�_./, . �; I ... A .,­ , I _', - I - / / i '\ I : ."O" 1-1` \ l.", . ­ . . I.. . ".. -, - 1-1,11 .. .... /*":.:-, /­ ", -�:: ,�� � ". , .�,: / :. , . X17, , " I - I .I � I / / I ­,� % , ��_', ** . ­.q. : - � ,,­ .1% - - . � __ /.. , I f— I N, 1 ,/� " .. " �: ;;...., f ­.,;....l .. ­...f �-- .. ,/' -.,,f ?, � ., ?'.... " .� , / ... ; ., ,� ,-- / ..;; , - , � �l " . , e -, , .I I " 111, I,' - ,,l " -, � ". .'� � .1. . - - , * ,."_ I /.,.. /`11 . I , 11", - , ,-I /".,."/ "/,. ,_'. " ",­v�"..." '>- _'.; ,� ? ...,f' �­ , i 1�'l .11 ,�;-; � I", 11 ,, I I p ­�� / I ..,_t/, .- � I.., I .1, /., I 1".. , I I "I . � -�`l � ". 1. .1 . . . . . ".�', � -,.,, - . "", �., .". /"* .)< . n . " . , . � . . I � , I 1, .� **I- ,. 11 � I \ I "�u %. ., "� . , , � I . , i N / ,�, �,.�_' ",, 1 .1 . . , z . . . �11 I, . t.� I,,-1, : 11. i . `l...,-lf_. ;,e.'. Y. I .., ',", 4 I ; . , I : \ � , . .. " . , . . . - - � "I I ,it i � 1.11, � __ . -.��,� ;.".,. .. * - I , , � . , l/ �l 1� I f ­ I/ ......'I I .. I SCALE V=10- , ell ;� � " ..,�. "I � I . F_ . - - � . : . . . . .. . 1( /, 11 , , .. .". � . I � , ". . I . CTOR " . , I.", I-— " FOR THE EXISTING FIELDHOUSE, THE CONTRACTOR I ..", ,I.", I �­ � 1, t i , �.. I 11 11 ��� . . . . . ... t 00I)k I J 4 . ,:, , 11 .., I'll t�� Mom SHALL DISCONNECT THE ELECTRIC POWER, REMOVE 11 .. I , .1 I r I . I ..... 'I 1. �. I "k I . p., - / , ... I POST AND FENCE, RELOCATE TO FOOTBALL STADIUM I ."-,-/ `k 0 10, 20' . zqACl<_smp I I/ I.- " "%,>,.,;*, I \ . � / -1_0% . IN THE LOCATION OF THE HOME CONCESSION STAND ..,..l. \ I � , - "","o" RE -INSTALL POST AND FENCE, AND RE -CONNECT CONTRACTOR TO \1 \ , ,\ ...' COORDINATE RELOCATION �lj�_X_ POWER. THE OWNER SHALL REMOVE BUILDING ,��--, _4�1' WITH UTILITY OWNER AS \ 1�bl . NECESSARY FOR CONSTRUCTION. -\ / " .:" ; � "I 11 ll./llel',� I I ."o� .11 "If% I , `�, 11 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII MATCHLINE 2 SAWCUT AND REMOVE AND REPLACE ASPHALT PER UTILITY TRENCHING DETAIL ". - 1__� ", \�. I\ �.� 1, ..., \��-`-­- ,,, ... , " a, .1. � ". CLEAN- C0 f-1 -,"vl'.,,E-­?filQ 101)1:��1�6817.661 1�-,,­ , n%,� j ; 1, ONK. ; � � ­ .......... ­­ . ... ....... SAWCUT'ANEf_RffM_6VE Zl`­_ AND REPLACE ASPHALT PER UTILITY TRENCHING DETAIL _=_,.=__ . I . ... . ... - - ... . ... _-:;%�­=­'%zt�._�y ...... ;..._.._­ . �,l J,l --:r, , , , __­ " 1:��:)";;r.-I"ll /; '... , �OI ­_ _­­­ ­ '� * , , e /I 1 : ***-, ­`­ f I Q'I" � " cf) , - . .111, ... :­ * * , 00 � ", " I , ; I _- � "--,`�,`.- 110-1 0 I. I 1% . - .11 >�-,. I % - -, �,��..��;, - < .. /I 'I. _�'-- ,/-, .-i .... .. � - _ ��l : ., . ... , lz SCALE V=10' 1 6 l'o, \ — l__%l__lzZ' — — I ." ­_ �', I , 1. 11 , I I 1,.. I i It ---.%%.,.---. : _ ��II�.. , 1. ".__l_%ll..__________, I I I I., - ,,, "" .1 %.." I . . .", ".1, " �, I I 1; V I I I , i , ; % ........ � I 1, 1_� 1, " �', % - �. -, - - ..... ­_ ­­ "*- - -, - - ." 1� -- __ ­ - - - ­ I— �, I., ,,, I I 11 I 11 t !�,,:� � -�­ 11 ITISJ L' . e "I I *11 . 1, 1-1 " , , t - 1� �t I t ; I _� 11 ". ­', 1_� I , � " 11 11 � : .. `11 .1, ,,, I-' I ,� .. .... , .... 11 I I 1, I t I i ...... I., ­� ,,, 11 %, ,� ,,� .. ", \`, Z� .. 1: ;...'.. � I... '. � . �� .. , .: 11.1 � . "_ ) * / , I " I I ;l 11, 1, . . — _", � I , I _,"', I -..,.-/ 11 %1, \ I) �, I ,�� .1 *> .,....,;, , ..... '� 11 ,� - , "', %, "I " .1 11 ", 11 ,., 1, �\ 'n k�� I ; . /Zl� .1Z 11 -....; W.f 11 - I , �.. ­p �. 6(.!.' - , Il ;,. �-__ - , . I 11 I 1� / \ 11 . 1, 11 .1, .l.. 11 �l ,,, , ,�, \ \1 \ ..., 1, �� ) , .. _,/ .. .� ... - ., �� ,. .I.- ", . ..,. ..'.... _� -- .... . . " . � - : �: t. � - .. , �� , ?7I" 1, ,.`�� � :A., .. . . . � ,,� , , :� I . , I I ..., I ,,, � / I ". 11-1 . -, 1-1 I.". ', ". ", \ ,\ '11\ � ,.t, , . , , I � �;:. � . I . - ) I '�,:... '57 h I 1.� ;,/ P-1 >� � .. - I ;, . ..." '�� 11 I 11 ­,� I 1­ 1� _% \ 11, I'll �l N \ ,� , \ 1� I "I \ 1, \, \ . I ,, I '. /I *../ ., _/ -- ` t / .-.. .. . ,.:'. I- : I � " ,/ ", I ; 11 11 � c ; I \ " ,,, '� '. - 11, "' I '11, �1. /, -.,,, ., 1-1 .. "...., t ".... I 1; I ..., .1, I'll "I N \ 1% %, \ \ \ `\ � / / ,, t I.. I I... .�.. �,N I .. -.., It - .".. /,. -.11 V i ; i \ 1,., .", 11 LEGEND: \ \ , I ,_1 \ '11, '�l \ __erlll, I tr '. 1­1 � ;tl, , �_ . - -, � I "I ", ,.� l\ ,-, \ '... "I \ , -, \ i ./ "I. �_l . -1 ...... 11 "'.", /­,�,, .5.._ : t .1- .... .. _­l;,I : : 1, ".11, \ \ ' I \ 1, , 11, ll_�l *­ - ...... % '� I I 11 REMOVE HARDSCAPE 11 "I \.1 \ " I %, \ \ ", \, " �_l - - "I - I-,- ,.,\ I ", ", " F771 & GRAVEL I 11 \ \ \ ", ,\ �� ,i- �/ '�l \ I ll,,, \ \ I` \ � \ \ 11, ", 11 \ , REMQVE GRAVEL I'. -.%, 11% --- _� �, ", 1, .." `11 11-v.. 1 1, F77-7179 CLEAR AND GRUB WOODED \ \ \ \ , I` I "I ',I 11 1`1. 's _� 1_�-_l . 11-1� , I I .." I., AREA \ \ \ , '\ 11 I \ . 11 I ,� � k . I _,�./ 1%11 \ \ \ . \ \ 11 \ \\ , \ ** \ 11-11" 11 .',. � 1% 11 ", Z_',�% -�, AA REMOVETREE I'll ", \ �1. \ 11 I % 11, '11, I... N, ". , \ " )Icx. "I, �& \ ", \ ", I "t, I \ \ \ 'tt %11 " ", "I 1-11, \ I . 11 I � ­. I / ::;`.�.. 1�� _::::,:.... a - - - - m SAW CUT CURB SIDEWALK \ � 1,, 11 I � 11 I " \ ".� I` 11.1 I, .." I ", I 11 \ ,,, IV r,rl j :,..- `/ --- . ,-­--*' I , ..;, ,.�-."-_.I-` -11 OR ASPHALT (SIDEWALKS \ \ \ -1 � I , I.-,, ,,, ". "I \ , 11.1 1­ 11 *_... 4 A ./ �,'. /,.. ,.�t` ,,/ I* 1­1 ­ .;'...... AND CURB TO BE CUT AT I "I " I 1, " '.. 11, � 1, ,� .. , .. . 1� . - - �** . .e....- �.. .... .. :,. �., ,: , ­" 1�1� NEAREST JOINT) \ I 11 � 11 I \ I, , I . 1� ,,, 11 " I : _ -11 - __ - - __ . - ". /:*./ ­Z:;.. ,,* --j ...., �:t� '�� , - I s \ , \ '. -", \ ,\ , �. I`-, , I \% ; I .:�__�,­ ,;�:%. .:. p......! `��.' �, __ . ,,, . .­ ­1 .1 , 1-1 \ I . , 11 \ � 11 I I ,� 1% "I \ .\ .. �. ; I " ,CV'. _. I: .. "'. ,� .., I 'p -I . x K "I -- - 1__� 1-1 \ , 11 \ I .", ll� , 1� \ '111� \ \ ,� r," I 1� , , ; �,`;.,� � -, ." ... . .'�_ I., I , 11 '_� . 11 I "I I , \ I \ �%l 1- 11 . :. , .1 m'_ I .'.., ,� ,. - . . .. , ,. . ., __1 \ 1% \ 11 I '. ". \ \ "I 111, \ 'll '. - \ "I" /F/ ,�'._,r i., I. , . . ./ �`,.. It *>' ,:,*"I I.." ;�-.. I .-_� A .. . , %1. - -, \\_1 � .1 I I \ 11 I I 11", \1 \ I',, I \ *1 , I : - I . "I, - -1 - - . � ... r I *­ , ` . :.i ': . ...... . I. _lt. A.....". �, �, ;�. " ��,.-,' '­;'-....� �, ­ %,, %.,. ", ," I-' I \ , I , "I ", I I 1, \ I ...1, ;�­ / ... I �.. / - ­..,; I - %,. - 'I-, \ I I \ I " \ "I \ "I I \ I I \ "I \ I., \ \ i I ,�. -, ­* .. , , ..I - I; �� ". - , - .. _/ �� , , " I. .1 - ;�/-_ f - ., ,,, f ., , 11 . . - � . .1, %, �11 I--, 'I. \ 'It I'll t ,l \ - "I I - ` ", . ." / ", ,,, 11 %%, IN, I, \ \1 ", - \ I "'. \ - .%" f , ,.....,... I -,�f ,�--.._l " . %,, ,,, ,_ I" 11, '1� lk " 11. 11. \ \ \ 0- -_ �,.' ,;- - ;7,1-:� '..Fol',..�..�V­­��/�: "I , - - , , ;�.� " ,_ 1, - I 11 \ \ \ %1. "I ; - -- - �, ,,, I '>< I ". - 'v.. ,,-< ,,, ,.�t I....'.1 `�I "'. .", 1.� 1_� I \ I % , 1%, 11 "I . I, \ I I 0 - I .... .. ,./' - � _ � '­�,;�`­; ...,I *-,:� /'...... ." 11 .. . `./ ': 1­)�: Il., ,,, -.,-*-;,. ", ,_ '_ "I �, - 1� I \ \ `-% \ \ , - - ..., 0 ,, , , ...., I �pll. I-, . .; ;'. I ".., /<.. ../ �._./ . ,;,........ ". �f.,,,. , -111.1,% , %%� - -1 �, 1- .1 \ \ \ \ - \ 1%, \ "I 1% , 1". A : ­'. ;�- -.. /I :.. >.... I .. f ; It'...l., '.1.1 ­ /­., >. I .- .wl,. q.. _/ , I;, "/.. /_, .. . I 1. - I., -, - ,_ I %, - I.-- I I \ \ I $ .f _. /_ :_ , . ).. � - - I.. I � I -.1 - ; I I I (m: E D 0 0) Q rlj U3 " r_ *0 E 6 E uj = Z; X: .- . < L-6 tj -:;; C) LL -2 Lu 0 (L.- r,*" or uj = rq < _j U c� a- _j _Ln LLj 1-4 (Z_ C:) 0) a. > CD rN th rq _� (D uj 14 z � a) rn � A,- It � �: o (.:nl x 2� _j < cg '3� LL 0 4 =) ,q. C: g �n X , U > 110 m Ln �_ < c vi 0 M 4-1 r4 V) 'i 2 A IL .tr 00 -1 (Z) tit kO F- ui Q�. =:) 0 a: Q :0 0 0� m �_ 0 uj > M " _r v z 0 " U) " > Q� M 0 >_ 0 09 0 0 0 0 0 lt \ \ ", \1 I 11 ;, ', \ \ -.1 _ - I .. .. - 1�lli ,_.. 1� ", 1 'r-3;?... 114, �; - .,,_ q­ .1, I , I >'...-Ir ., �tf � . . ., %, , ", , )­ ,.,� a 1, ­ ,,, - \ \ \ , 11 , . 11 . \ \_ " i i ; --I i .. ... " - ". ­t,. YV 11 -, ­ . - - :,:;., ,�._ 'o - - ..,. I. ..., I , I ,* I I, 11 �� "' I � I., ­ - , .. / ... .." ...", . ..... � � 1%, - _. 11, .1 *11. \ ". \ \ \ : %, \ � 11. I -) I ", I � 1, I �_ i ,,, ! I%- "'4'.. 11 t, '. , ... — ", ", ....". �.,... I . ...... .. 7��.:".., , " ­ /",...I X. ,�. ,, �< / -1.1 ,,, . ., .e. .- ,�'_ . , -, ��k "ll, 1%. %,, 1%� -1 ­ - %,. 'It I. \ I � \ 0 \ \ \ \ I I i $ I _._/ -Z , ,� '. I ��.� ,"...... ,/ / '.1.1 I , �i, � ,./ �... 1, , -1 ,. X. I ;­­..� *, ..- " / `./ >� / ,,,, ,. -�.� -_ 1� ", ,,, %,, I , \ ". I I . \ \ 11 . I � 11. I ; i i i � ...... ,�*/,`-.__��".I.f` "... I 1, ,;,�� " _., I-,...f /_-, —_ , , "."..., ­:.. ." , I-- **X / . ; , * *.,,�- I ..... ,>. - I �., — - ,%,, IN V lhi = IV" �",' 86' \ I I � , \ I \ , : \ u . I . . i I /* �. - ;l - 14,�/l _� z ��.. /;_.,/ ,.K. I ,/ I, ,- I--- I * ..... . : .�,,� /.,...�. .1 Io--._.I, � -,.>� ­ -1 .1 - - ,,/- / , �-1 "o", r I I I . 11 ", . I " ; �'j i � ! I-', , ... 1. f - ., � __tl "_�l '>'.I/- ".... /`,�. -A - '.1 �_,. .1 -;,. /,..,I .;.:. I __1 " ,,, � I / ; i I , 11 11 11 I 1_� I I � "I I , i ___l ; i ,_..�,f .t'..,../`,,. "./ .1 .1 ., "" I-- 11-1 /"��/�*� ,;.,, I *.>$. /,. �, n.. - . ...., ;,. _:�­-­ .. ,". .:.� ,., " . ': , / > - _-., - '�� "; - ". ,,, 1-11 1, 11 (A . t i 11 t I / I 9 � 1.�­ /'-,. " /I ..." ­� I .'.. I -- I., `­_1 _�l " 'IS / / �. / i I ; I ,'I . 11. / / "I ; / \ . ; .1-11 1-11 � � 11 ,�,-..... ,� 11: I � . .. ... -, /"..., .- I "t.... ", *,,.,, �,�- / �,�-.-­ "..."., - - ". I ��- / ` /I � , ., , I� ;",-, ..� 11 `l/ �./. ,� ..., / - � 1­1 l-,,,t v / . / "I It � . I" %i � ; i ; � I, I- I . ..... Z.. , .... , , , ,- ../ . t !, li......_.I, 'K. If .._/ 11, , / .. I _ / `�, I -.� Z 1%, - � 1�1 - /. ,j /I 1. I * I I, . ­� I,— I, .. ;11 I "..., ,/:- . _ 11 / r�. / .'.,,, _'-�,.'�_ ...:., ,,, 11. 1­1 / j e/ \ I- 1-11 \ � I I I % 11 i I. ._.. � "_ ,�*., '/ _ � ." _, _ . � ... ; >. ..'I I-) ..:.., I . I . .. - ".. ­p�_--.,, . .... � , ;�'_ / - 1%, - � I "I '-- 11 . I, - .11 I - " t 1% \ . � $ ! .x I -./ ��". / ....., ,.,.. I X . 11, .. I .. ,,I ,� ,. .f � ... . .. I _l "-.,. I .,-- - 1­ I �,,,F ,_/, .,." ,� �, .1 -11 11 -1 �t �I - -- ." : "I" .1 .. \ I � 11. I- -,� I., � i ,I ��. If 11 II " .. , . >�',. . " / '�...".".. '.., , �?,...'../ "...., .1 . " .- / .., . . "." I - 11 11 1%, I I .I 1, I . \ i 11 -, I It "' "I t I i I/ 1 " ,,, 11. Ill />, /x_.. ;,_ ../l,".1., � I- . " � I `­ 11 _­. ... ��j�, ".".."./ �, . . .. ­, ; _j/ `?-�: I.."'. ./." ) % ,.,-.,., ,,, 1%. - 1%, 1, 11 --,, ,,, I I i I � 1, �o I I� I , I t 11 I I i I " I I i 11 ".I ,. . - I., � . 1. - "I ,I ".. � ,., . ". � / I . ... ", - ." "I I �%. . I � �, ", j.-.1.1. .,- I '­' -,, .", I � , I . 11, I", w % . � ; , I i � ­ .,- i- I 11 11 11 . ..... - �4...`."­ ,,­.. I II 11 ­\ ,; I 1 1� . I �-;,., l­` ...l... . 1- - 11. 1, *­�, 1%. I" / I __ '_ -, - %_ %_ f /11 / ,_ �l .,` - . I "I %" I ,I : ", — 1� - - -_ 11. I " ,%, , # 11 11 / 11 , .1'. %, I 1, , . . '161, �l 11 I ­_ 11 . : I 11 / / 11 �l -1 11 I I 1, , ,, " ... ...... - ­ __ -_ _ - - ,,,, 1- . ..... -- �,�,?w 11 I s 11 11 - 11 f, -- -- \ . t I., I I 11 I / I / I �, 11 - - . .... .. . ..... - - _ . ..... -_ -_ .. - .... /I 11 - ", � _. .., � -1, 1*11 11 11, " I , ,_ 1.1, � t 1 , ...- I I .... . ..... - - - '. I "I I I ,, I i \ 'Id \ " / " " I , .- 11 ,��, "'. 11 . I 1% I I �l I 'I I \ I 3 If -/ / I/ /I 11 / 1, - 11 "I. -I *% "I "_ I , / i I 11 /I / m - 11 00 �,, ,-,, 1% t, , 11 . . # 11 11 \ � / I / 11 -, 0 " `\ 11 )t 11 . 11 "I'%, % 'I,- � I I # / f "I " # / / / .�l ,"" — — — — — — — -6,75 - < Z, I ffil V Ot'J"I" .-.--- f-VZ 22. 1 11, \ �11 11 I'll 4 / " z I` — _� / I,, s � I?— i ... 1'.." A "Ir f "T I- 1-1 I , �I , , , / , __ I � k \ '111� \ / / / z / . I " \ \ 1�. I I'll 3 * / s "I / / "CONTRACTOR ErHALL LOCATE EXISTING : I \ 11 � / '1� ', 11 I i 'r ", 11 / / / WATER LINE'AND ENSURE LINE IS : I : i k I k I ; ,,*' " // # �1� / PRESERVED THROUGH CONSTRUCTION. - ----- --- ­., SCALE V=10' I I I � !. '% 11 I I � 11. SAWCUT ANEi,REMOVE 1 ,I 11 I / I � I ; / 14 __ / -- f ­_ / WAT,�,R LINE IS BELIEVED TO RE4' TO_2'OFF ;I " 1. I I ; � ; '% AND REPLACE ASPHALT 1 Z/ I 1 " T ,,HE EAST SIDE OF THE EX,�ASPHALT ROAD. /0 10, 20' i � I, ; PER ASPHALT PAVEMENT I \ I 11 \ " / 11 I-, �l e � 1 1. I I i SECTI(j�, DETIAL ON C4.� , (TYP.) Q � 11 \ *' 11 \ ,+ 11 I 4+ - j ,,, I "I - , 11 I CL � .1 i i I ; \ I I � t � I %11 /-.I- 46, -1 I //_ \ I .11 - ,,, ' I-,' ,_ f ,�l , I 0. �q,W � : i I � 1, t I t t I I I-, I ,,CHLINE 1 11 ./ 1� � ,,,, `�l � IIIIIIIIIIiIIIIIIIIIIIIIIIIII I . i � )IIIIIIiiIIIIIIIiIIIIIIIIIIIiIIiIIIiI min= / A 1-11 " I'll lt� IIIiIIIIIIIIIIIIIIIIIIIiIiIIIIiIIIIi IIIIIIIIiIIiIIIIIIIiiIIIIIIIIIIIIIIIIII , IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII '41 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1-1 wifiIIIIIIIIIIIIIIIIIIIII I I L I z 0 � �_ a- � c� u (n w Q u ') �,- , i� (,f) z 0 � ;U�j Z�: U-4 z C,-- L,Q ;2 U5 (n � z z z 0 z-- z z > w 0 u �3 80 Q� 'i �,_ � Lu- �> ��_ �_ ;�: Z: � U-j ::) �_ Z-' Z) 00 u _j § Z) 8 u ck� C4 W ck� Q� � Q- � � uQj t- LQ U-) WQ � (f �:) LQLI ul) WQ (A 9, LQ Lu �: LQ �: LQ CQ I z I cl� I z z I 0) " --,, 0) " -,Z� Q) � " N - CN w " " ,:� � �� i�� �_N �Nz 11Z " Z�� p -N- o Iz-, " " Q) (::) Q) I I I I I DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY 1. SHOWALTER ____ , CHECKED BY-1 1. SHOWALTER SCALE 1 11=10 I e-l's Q �_� co (n w I_ V) 2! < co uj 1%-� Z Lu . ui < F--i z (f) D > r9 0� 0 : 0 1--i > . -r - W I � C) - CL z _j LLJ * 7 Z) 0 P-1 �_­Il u LL ' Lu w _j Q� I - . F_ < 2 w 7 < , J.—II (.n co _j _j < a- -_ V) ;7 m 0- < P-1 �_ ! ( 3: )-� � _j (( 0 _� 57 ': Lu ! r') - . . I ., JOB NO. . SHEET NO. . C2.3 i I - 0 � = 0 cli > �i 2 u = - , a) > a) D V) cu = 3: 1) V) 0 2- Z) D_ �l u - 2 :; 1) D :3 v :1 5 - = 2 /) 2 ! u 2. = - :) D 5 ; � = 3 0- . D ::) .) :; 0 3 oc: :) (.9 a. � U) z u 0 1 2 :) -� :: , �- a - :: 0 - IE: 2 , 6 U) c: 0 5 Q ?c (1) ) = � 3: , In 5 W ; 2 CL ; x z (1) - W 5 ms �, - Z, 5 0 2.:5 ? *� 2. 0) L) ,.s _y_ a (u 2 -�; .) < c D .2 D t ; 2 D _�; 6 = 0 2 � - 6 -2 :: -0 5 a .) M :) - :, c. r 3 �a � -, a :B 3 :) c� '),).g u t 2 E! ,j U) 2 r_ 0 u 1 _R D-0 n 2 p .E : - NOTES: 1. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL OF ALL RETAINING WALLS. CONTRACTOR TO VERIFY THAT CUT AGAINST EXISTING WALL WILL NOT EXTEND BELOW FACADE BEFORE BEGINNING CONSTRUCTION AND COORDINATE WITH ARCHITECT AND ENGINEER IF NECESSARY. 4 4 4', �S . MATCHLINE 1 4 a'4 3 4 ; `A 6' WIDE 9.42' LONG RAMP WITH HANDRAILS ON BOTH SIDES (TYP.) e LEVEL LANDING 4. } LEVEL LANDING' 1' 4 J 4.' .4. r { {< ,) _ M w47q i y i.i3a x'r , 4 i{ 6 WIDE,2i07 �'l3ii4;'L " •[ . 4 3 LONG RAMP WITH g HANDRAILS ON :3 ., .::..." _ }• t a a [ - w w.i BOTH SIDES (TYP.) ; ; ° 4 �/ : 44 4 £ 3 w, LEVEL } g l L 4 q { d - 1 00' MAX HEIGHT d RETAINING WALL TIE TO EXISTING y ° 9 d a.' SIDEWALK (TYP.) d a ` • <> d d p ' a '' (y d a •:::$ a a e 'r �i tl}!/'�{,° a O. . 4 5 { O d e d r ad y 6' WIDE X 21.98' LONG RAMP WITH HANDRAILS ON BOTH SIDES (TYP.) —1.76' MAX. HEIGHT RETAINING WALL LEVEL LANDING x« : .:<f...... ....... a G .5�-o- ° d <'I 6'WIDEX1954' r -SIDEWALK AT h. d e' d. .d O _...:::...«,�,,.�.:�-:v• ST JOINT LONG RAMP WITH ,,�.�;:,,..w- i ,y` ',,+• ..`�, � � . . �.. < .. 5-6" RISERS WITH 9 � } NEAREST TY jE HANDRAILS ON y� HANDRAILS ! BOTH SIDES (TYP.) ;;L f d '. ymy R5' d' _ yy Y fV 61'— a: ' a a ° 5-6" RISERS WITH HANDRAILS ' 9 <d d . R5' d .d da R2' a a (. ' d d C ✓a'n % a d 44. 5' CONC. WALKWAY v . G " A. d , TIE/TO EXISTING a PAVEMENT PER "> > PAVEMENT / REPLACEMENT j JOINT DETAIL :.. L RECONSTRUCT CONCRETE STOOP TO BE LESS THAN 2% SLOPE rtrl',i t'�J i w .c 1W SCALE 1"=10' 0 10' 20' MATCHLINE 1 4. s .4 4 r. J 51� S 4 4r.: /. ti 4 . 4/ J r4 1 a 4 t • J 4' a d'. t 4 , 4 4' 4 J ■ 4. LEGEND: CM 00 0 Q z { Q E Ov N N N > E E W Lu S 4$ LijLu - r I J V 00 z O �HQ{n Q(Nn F- p..� cnr,Lu � a x cn L � WQ3"'t o cn = m N Lr) z O z W IcY' z co ¢ m W z C) -5 N U W O U � z O U Z a w uJ oo-j wIw- jZ-, UJ OU U OU �11 Q - Q 0 W O Q 41 4 U 0LLJ j W m O Q� Q4 F=- Lu \ \ O -N W O W N 0�lNljf� M N ti (TJ p Q O z 0 DATE 10-21-2019 0 DRAWN BY A. MABEE ® DESIGNED BY • 1. SHOWALTER • CHECKED BY • 1. SHO WALTER • • SCALE 1 "=10, • CONCRETE PAD HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT GRAVEL SCALE 1"=10' OEM 0 10' 20' CL l� Cn O � z z � 57 W z I- 9 co O W OU H LLl W Q �H--� _ I w co J d a y 1 O a J JOB NO. 44314 SHEET NO. C4.0 7 d L � 0 0 7 � U U) z v0 u w- V 0 0 0 G 0 a L SEWER FORCE MAIN NOTES AND SPECIFICATIONS: 1. FORCE MAIN SHALL BE SCHEDULE 40 PVC PIPE SHALL BE TYPE 1, GRADE 1, PLAIN END CONFORMING TO ASTM D 1784 AND ASTM 1785 WITH SOLVENT WELD JOINTS AND FITTINGS PER MANUFACTURES STANDARDS AND SPECIFICATION. FITTINGS - TEES, WYES, OR 'OTHER MISCELLANEOUS FITTING SHALL BE OF THE SAME MATERIAL AND TYPE AS THE GRAVITY SEWER OR PRESSURE SEWER. 2. FORCE MAIN SHALL BE INSTALLED, ANCHORED, TESTED AND BACKFILLED IN ACCORDANCE WITH LOCAL PLUMBING CODES AND ALBEMARLE COUNTY SERVICE AUTHORITY STANDARDS AND SPECIFICATION AND VIRGINIA DEPARTMENT OF HEALTH REGULATIONS. 3. ENSURE FORCE MAIN HAS A CONSTANTLY ASCENDING GRADE FROM THE PUMP TO THE TIE IN POINT TO ALLOW FOR AIR TO ESCAPE. 4. FORCE MAIN SHALL HAVE A MINIMUM OF 3.5' OF COVER AND 18" MINIMUM SEPARATION AT OTHER UTILITY CROSSINGS. REMOVE AND REPLACE ASPHALT PER ASPHALT PAVEMENT RESTORATION DETAIL. 16' WIDE TOTAL (12' OF ASPHALT AND 4' OF GRADE GRAVEL SHOULDER) BOLLARD (TYP.) O _ MATCHLINE 1 ,8'�''"1 t � 12' TOTAL WIDTH OF EXISTING AND PROPOSED ASPHALT 2' WIDE GRADED GRAVEL SHOO DE QN EACf SIDE SCREENING FFNCE W/ GATE 90D, R4Al; L ADJUST TOPS OF VAULT, BACK FLOW PREVENT RRz AS NECESSARY TO MATCH PROPOSED GRADE. ',,,ADJUST BOLLARDS LOWERING OR REPLACE AS NECESS�RY. CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND ENSURE LINE IS PRESERVED THROUGH CONSTRUCTION. WATER LINE IS BELIEVED TO>¢E 1' TO 2' OFF THE EAST SIDE OF THE EX. ASPHALT ROAD. �\ r • . ' • .'..'.• . •'•'.'.• .`.; "NO PARKING WHEEL STOP (TYP.) g� FIRE LANE" SIGN ADA PARKING SIGN (TYP.) 10, 5' E}ASI T-BURN-AR66U 46•AREA TO:BE '''•':': '''•'- : :: ''•'•':: ''•'.; CONNECT 2 PROP SOED CONN \' . J KEPT:GLEAF2:F'OEZ WATERLINE TO EXISTING :'�MEEZGENGY'ACGESS'.WITH.A'• WATERLINE:" CONTRACTOR TO 1 VERIFY EXISTING"a/�(ATERLINE : (3-.5.-VERTI.GAL.:CIrEARANCE:.:: 7 SIZE AND LOCATION.AND :•: �'PREjPOSE[)•2"'WATER-SERVICE:•.';•.-•••-'•':•'•'''•'-•:':'•• •'•' :'s COORDINATE WITH ENGINEER,.. r \' 6 4 hNUFr :.3 } •Y c„ i , •`J s { f •R20. z jp' ii..f..7�qj ��yy .,ff fJ t t 1. T / t l: k '•L £ 1 i . � 31.E a.... .1.,r� BRING WATER VAULT FLUSH WITH FINISH GRADE AND ' f - 25'.:..'' :' '.' :•:.:.' : . . 6" YELLOW FIRE LANE STRIPING ALONG EDGE OF ASPHALT "NO PARKING FIRE LANE" SIGN ENSURE VAULT IS H-20 RATED SEWER GRINDER PUMP PER MEP PLANS. f " TOP 666.50 RELOCATE EXISTINQ' 24.6�� IRRIGATION PIPS tt / ;t ::25' :' .... :.. <':...:..:,::><:., :.;.;.;.'....:.:.....: •: • ..:.:..' .. ; ; ..; ; .. INV. IN 663.84 10.. 6 ; ! w=:;''• 4" PVC GRAVITY t 1 SEWER MIN. SLOPE .:.. : 38.67' i r : 1.04% 10.66' PROPOSED SOFTBALL \ \.SEWER LATERAL { yw FIELDHOUSE OUT OF BUILDING 24.85' INS=664.00 ''•' '' ' ' WITH CLEAN OUT RAISED DECK OVER ' CONCRETE WITH STAIRS ` .�•' - '. `ti `�:':''•'::: ' '•':'.' :':' ''•':: :'.' ''•':': LIGHT FIXTURES PER 00 AND HANDRAILS. SEE . ' • . w; ..' • ... •' • ... ELECTRICAL PLANS (TYP.) ARCHITECTURAL PLANS :r \ \'' µ:< ❑ FOR DETAILS. ;<� u:r,:,: 4• �J ' `.' Q z KNOX BOX SHALL BE PROVIDED FOR' ( EMERGENCY ACCESS f COORDINATE LOCATION SCALE V=10' 17 .74 \\ /WITH FIRE MARSHAL'S { 1 z""'Ac'`{' sTo. J a_� OFFICE. 0 10' 20' .r ""tij"' a Y } i . MATCHLINE 2 REMOVE AND REPLACE ASPHALT PER ASPHALT PAVEMENT RESTORATION DETAIL. REMOVE AND REPLACE GRAVEL UP TO 8" MIN. DEPTH W/ VDOT 21 B STONE OR MATCH EXISTING MILL AND OVERLAY PER PAVEMENT REPLACEMENT JOINT DETAIL (TYP.) 12' TOTAL WIDTH OF EXISTING AND PROPOSED ASPHALT 2 WIDE GRAVEL SHOULDER ON EACH SIDE A,3-sf.ts v ".f LT "i M 00 ❑ Q z SCALE V=10' 0 10' MATCHLIN E 2 ADD ALTERNATE: 1. CRACK FILL, AND SEAL OF EXISTING AND PROPOSED PAVEMENT THROUGH TURNAROUND AS TO ALLOW FOR EXISTING AND PROPOSED ASPHALT TO MATCH IN APPEARANCE. MILL AND OVERLAY PER \ = PAVEMENT ;w REPLACEMENT JOINT \ DETAIL (TYP.) �l CONTRACTOR SHALL LOCATE EXISTING WATER LINE AND ENSURE LINE IS PRESERVED THROUGH CONSTRUCTION. WATER LINE IS BELIEVED TO BE V TO 2' OFF THE EAST SIDE OF THE EX. ASPHALT ROAD. MATCHLINE 1 CONCRETE PAD MILL AND OVERLAY HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT GRAVEL SCALE 1 "=10' 0 10, 20' CL 10,�q�1 Z O O.. U V) Lu ~ z� Z Z Z Z z` Lu OU U OU W O � OU U § U W 4 4 a �o�oo C 0 p � > W Lu w +-i*iNcVN \ \ \ \ \ W ❑ O N *i000 N � � DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHOWALTER SCALE 1 "=10, vl � z m W W W Q `� ,Z O H Lu Z 0 O Sa O H U W Q W J a w Hw VJ � J LL � Q r^ V J Z � O Q JOB NO. 44314 SHEET NO. C4.1 �a 2 N z wo n 0� o ro 4. U or �N z o� a � y o +�+ �0 0 a� o `3 o_ N Y%, X N U +� vN ro= 8 ro cEi ro 0 ro� •U � 0 �a N . ro U =N ro � N 0 O U M a° s E F- `1 4 MATCHLINE 1 0 6F 686.27 ' £ 686.14' 686.06' 686.11' 686.08' f3 .� 68,6.00' •# 1 t W....::w; 1 685.03' L0 685.11' co w . ,off; MATCHLINE 1 676.85' 678 45' draw 1. Ntt s :w} $ „ 67 2' 3�:" ; .f TW V�� w � 67§ 39,.' • } W m. w,�f4 -'"•- 3�' � 8 678 35 k "6`76 76� i f a : ' w w 01 t 677 EX 676.63' } 1 676.7,6 676 23' 677°35'. w w: < 676.15' � � �' • ' � 67.6.54' 676.54' � s 67 5 �• w ,s`` <s ....' . .................... 3 ' r� %•-��'" � � .. ' s � yr � .s ..g � � . 676.14' ....,.-. w. r N W.m # 0 i. 676.06 TS w: 2 w 74 1' 00 w. , f / ,'• s '� 'ah ;. s as 676.06' 7 5 v 673: 4' .411 ' 673.32w m w ........ BS 673 56 a LEVEL SPREADER 2: z ` 674 TIMBER LEN,3TH'=3'. TS GR.ADE'FLUSH WITHf 673.46' "TOP OF TIMBER = 674.14 r N d ... ..... _ .,,,, V........ SEE DETAIL ON SHEET " 7 v 91° BS s /T 670.90' b r co 670.90' I ' � 670.78;, 670.78'- »� f v ......... ,. y 102 rs. Cb �Cb w ^. r>, 101 w .. ,� W s'o 100 -610 44 !J ✓+"°' , ',.'`. 'fit ,V3 > .?'mod'`" �� `` •� w l j{ 1 ", �" �.. +.� VD.OT CLASS Al ;RIPRAP WIDTH 1 = 3' 7. £ LENGTH = 5' i ,•.. J WIPTH 2 6' EX 668.38' 1 1 �.. ,N y� a EX 668.25' .n N<<. 1 L --683.33' 683.41' Ii 682.26' 682.23' 83 N 681.48' • " 682.26 682.18'' +s: 681.48' 202 f 682 14' i 6�81.3,. 683.09' } wH M y 3 EX 683.10' £ 680 99 Y ,• TW `: f 681.38' 683:02 BW 680.90' 681 S 681.25' ` TW 678. 4. 680 t �J i •� �I � k CM 00 0 Q z SCALE 1"=10' MR 0 10, 20' M 0 O cy) V N to E w q3 = LU � N v 3 Q LL 3 � o woo m�-a ��vo LU H O� Q LU N .25 Q < - Lo O, O N C:3 LU � M a � 90 J %D I— A% • O (.9 0 I— d w_ z O 0 7- 0 F d U 67 o w OOCj000 w Z j j Z OO U O a6-�a w Q Q vl ( Q Q � m Q ce � O ti N N 0 O� DATE 10-21-2019 DRAWN BY A. MABEE DESIGNED BY J. SHOWALTER CHECKED BY J. SHO WALTER SCALE 1 "=10' �1 0 z W F—I r) co z � w W\/ z <C (D 0 CL CL O H U wiz 1 � H m d, VJ Q W Ur) i Q z Q z (Q (D z 0 V JOB NO. 44314 SHEET NO. C5.0 0 N 0 4 W 3 V) O Q Q T C W L n N a� Q O C (V t/1 a (Q C m Q O N O 3 Q Q t I cl d S a cl r- C 2 Q c n -E (1 2 a It tt L L e � i� ;O \' NOTES: f f rf Dt 1 \ N ';•' MATCHLINE 1`` f 4�..! 1. ROOF DRAIN PIPES TO HAVE A MINIMUM i / / �o 3 f f \\` YY MAT C H L I N E 2 _....._..._...._...._..._..._ �N SLOPE OF 1.0%. ..._ 402 /� f \ _..._.....__...._..._..._. _........_ r,�. { b w.w._.W' 2. ROOF DRAIN PIPES TO HAVE A MINIMUM � � ' ' '' .. ..• •- """" " "w �� J Y^ COVER OF 2.0'. ' / 1 i 3. PROVIDE A MINIMUM OF V VERTICAL """ "" ~^ / f �" i ` }�` 0:i §"�``��.I -I.;� .-l-, SEPARATION AT ALL UTILITY CROSSINGS. _ ....z` x ." „ - - . - - / ��I `• \" \ €) 0'(j,x t t `1 t; r i I.1 r. „" !� a i� w" M t \ i _..._...._..__...._.. _... _ - ...._ 7/ � "` r ". X �f 1 \ 3_.........__.__..._..._..__......._.. ' `ffir' I.: m w'. " ._ ..... " w_ „., , w w_ x 4 + w_ .. "„ 8 " " { /I ...."....._ „ pw „. _..._ _ „, „ ..." __ ..... „b..,. >». ..,.. -•" X• ! / \ ^r ..._.. ... ✓s..../'i sf. f s,`.. r 1' ,ifs,..,,} (D E „..,, ,... .... ""'"`�}'F ti „ � ..>.. ..... ...... ...• s d i J N. . _: r%� � 1 i.�,�Y'"'.r.'i{t'�..�,'.r.?'" � V / / 'IN rlj y » » w » » ^ w ".. .. w w — w -1, j / ' ^ ; 1 I / t i t's'irfu f �tii. J rV vi C O .." " ..._ "+_ „ ...... i w... i ..._....._....-_..... , •' •� 404 -� 11 w" � ca I / i 6 } .._.... "„ _..._..._ _--_ " 4 / "> w. w..._ co „. w:. "., „ w..... f VDOT STD. CLASS Al / „ L ."> ..., w...>" ..._ .>. w.> "' RIP RAP CHANNEL �= z" '\® 1 / r I a J v " J � O r' tt1 65-- »w .� FROM PIPE. SEE �o' N „':'„ '; „_w''. ...: <.�1, o " ......_ .... _ I.,.) f rn .. �........ 61i� 64 DETAIL ON SHEET C7:0 \ 10 f f ;� / ";� _...._..._...._... _ ( :3" ii z W I'l' ."w•• .»,,,�w .,..+^»+ "'"` `1. .. ...' "" f r } � ^'t f +". i �r Q Z Qj LL .„» .w..,+.s "� .,. �63� ..., f` f •i' ' / ' i i ,,...."., ....>....»•...... Q { � O (n x 1, ) i .� Z , } _._. a i (D \ ( � }ai. C7 jl ......_, .,,_ ..... .... r.. „, i t c�0� 1, ' ' r � - if � Q � � 1� ' W 71 t f -,>, 6gz F' r I i f _.. __ i ( _ Q) W •i. En v LEI z _. _. • s } 1 / i } = U { 0 f.41 ` i f i A r�i1. 't ............_.__...._...._....... O N I 4- . t l f "_" i _.._...... . V 't Z _. — M \� 1 } \ d 1 f „ „...„_„ .._.:. ' . r SCALE 1"-10' .ry ... , 1 .. ., rr,,...,, , ..>...✓ i ^� `' t - ...,. • " ; f f 00 J C LIJ Lu I if "........... ,.,..._ _ ,.............. ♦> If { f a ; �; i 0 10' 0' `° F- O p Q O i _ \ U > U ,.».... » w } ? rLi � „,...>+" • „-" +si '"� 668 .. ": f I "� I M ATC..H L I N -E""-,'2' 2 c f "``<, , <f f ! r; f ti" Mii i �..... O O p W 0 0 0 0 { ` i11 I -"' -- " ..,.. .... 10 t ,f { \N ( i I 1 t i i 2 � ti j )•-3 ti ....11 f� t .j. ! i f €t ri C.9 Q > W » �w,ww /� � I 1 ' I 1 i i i .' r } ( l I = ., It M ... f F j i i � i I Q �0)p"" / 11 \ i i ` i �y i = Q\\�\� cD / I i ♦ ! i I , :..s r . ; 1� a ; .-.-.-.. Q ! i / f \. ..-....... ';%t yr`F/i t 1 �f ti>.� _w.. �..r �� `�♦ Z "`t ! F i \ i J / / I w;C7 i~ �; i s �t „ z -t ".. ,.. __'_ . , ... (n DATE M i % rj� 3 ..i.�Li,�.,,% f YTlg.r is.�b ?..::,9 .,-,.,r..*..,.\ O i 11 / / t ! / r ' . I } 1 '\. `, i 't t `, LEVEL SPREADR 1:11 } t f / / / r+pt t i ADJUST TOPS OF VAULT, BACK `'\ „ .„ - "M 11 O , ,4 w" „ '` DRAWN BY jI-Ij TIMBER LENGTH = 45' t / ff r,.<M.3: •;•:• 1 i µ- ........_ ..... \ ,.. . >- ff xt�LOW PR "VENT RRZ AS i GRADE FLUSH WITH T P OF / t f< j t i1 �'• :'.. , } <. ; . 1 OECESSARY TO MATCH ` TIMBER = 661.26 / / / f ,-. ' ' I `: ROPOSEQ GRADE. tADJUST I" ��tf A. MABEE ,' SEE DETAIL ON SHEtET C7.0/` / / # f f�:., i jf r `'• i >� t � r .....,,,�........... '_ i i / ,1..., f ♦\ '4 i BOLLARDS LOWERING OR , '11` t t r , DESIGNED BY ",` t 1 f` '/ ` .® f`%i ' i REPLACE AS NECESSPRY. `� ;i • i {}1.• / ° O 'J i %� `` /1 i '� I t ♦ `. J. SHOWALTER r"'j i;,§f+>.� fw„ x"x/ fs..ro� 1 f { ..„. {.... ,t,sr.'3 i't`'•.''•t tt i \ ti } • ! f / / t ,7;-?""-,,,,, s. •")s ",-,!r::s, v- 9 I " „,l VEIV �r i ^ CHECKED BY { s) it / f / f `', ' O i I I ♦1-1 a% °` i' 1, k i i f 11 ; \ so r / / f �``\ {{ - I � - \ J. SHOWALTER le of / / t / t / / / < '• ..EX-6 �7 0 "-•.' I I 1 \ 11- SCALE g/ • + j v ` : t / / f 1 �' ,f � GX.667 44!' 's i i I I ; '@ N. ` ' "�' _ .._.... ...-.'i ,. )f _ , tws l i { • 10 s ; 1 / / / / / s/ 'i - . 6f 6:31...' 1 i i 1 4 ` 1 a » ; i f / 1 / / /,i / / 1 665.95' {' i "i • i ; i i ; ti ` F 4 • } I / / / i } U... i i i �.. .t 4 •• i.� t 3 • V..j / / t F?"* { ' `{ i 3 t< s �` `3y '11 i , '`} 1 / / 1 1 1 ; ! t ti..f<.„ O. •i.' .j. 667.13' i # i ; 0 ` ^ \ i 3a \1 `/ 1 L SPREADER 8: / s3" F - i ; CONTRACTOR TO ENSI LE i \ „I11 / 1 I/ EVE / € f '-'•I'-'.."' i I i GRADING DOES NOT k,, i a ../ /' 1 / TIMBE LENGT = 17' ' . _ .;:;.•;.;.'. i i t , i "- '� i / / { # i ; IMPACT LARGE STADIUM; \ t' f--1 / GRADE FLUSH. WITH , .'::' :':' . '• i% /' 6s6.22 ! LIGHT POLE OR i TOPJbF TIMB't=R - 658r50 t t :':'.' .'.'.':':' .'.'.'.'.' "'.'-•:'.' .'.':':':' :..'.':''...' i i ` i \ t 1 i FOUNDATION. 68 S E DETAI� /ON SH ET ! _ ;t � i t ; i� � w � i 4 _.> _ � w.� „ � W C.O i11`� f / i / } s / i / \ i + j r r / /, % d 2 i , \ S ��""` ED / / i i i „" . fi •:42• 't 1 7 � W 1 f r t \ " t 1, f t 11 1 jj f�f / J '.t' • D '-.- •.. •'. { • 3 •r• i i l f s s. t•-•' ' ' •'••. i 11 I r, ay z f r }." i .'I' • i 9 i R O i ,i / a • �D-J U l' � '.A -VA • LTA T • •'MA , r 665.52' T . � ♦ I ». W r 1 4 t f ,! 3 1 r• RL�POSED'GR i7E:' i. If ;.' P. i /y.,��+ ff u y%., t / f \ r i " {{ t t `/ ` ,i'. li .R FL• •CE'..•fT • �0'RA co '� t � i I" �. , , / , e '.i •• •• "I "I i y t , " �• :'VAU-LT IF•E' : IS'.D'�AMAG D'.: , `•• J I x \ i W f / 3 f t i i \ - t + _ i I--i d 4• I OR1VQ1 H-20•RATE.D-.' rn W f l V / I f f e 'f y, . i H =f x i 1 r 6 5'80''.' l r' 6 - 1 \ 1"' f 'i a , y 7 4 t 1 , i i I / f }x / 4 a x Y ` I" , '665'.B5' i � ., s't f -•' ((� t i fi65:9ff': z :I 665: '3'' j. ti w „ z r" 7 i11 -,: `� l /;,wr ; f rf �NSURE'1",5fo SL'QPE'.tN.' :! i { a,w _ v ' :� 1 A f ; '.' ' . .'.'.'..'. . .'. I l 5 't, rf, :i w iffj T r ;•;_.,.... ":R'' F-I�t 'T"At --f�iG:' f11S'.'.'-'-'.*.' '' ' ^ \ : CL f t' P Q T 1 '•"' F •. S i s:• rr.7.'•i - 'i• } t ,' 'i. / t': .. ifs-•F<• , S• 3 3 :f:`\ ✓"' ".,� U z i`�:x:_. 'L NE•T E'N: URE' a p i 1 p S ii. f.1/r'.z€t H ''.'i I w, r<:•<.v+/ ,f.,, ,f.. y.:. - » t..'Y',P` .,y, ♦ , } W i s' J • V • D fN G€..' ' f'C)S.. E RA A , t' ` y 1 rrt "f ^ t .. " F ; �w '�. i`� iff%f-' f .,ar' ..1Sd. t,x'f ,c. F ,.,. <,> 't 't „. w i 1€: HOPE' r:,f ..... f...� 1 '666 �}' ', � f+ } 1'a ._ w � IN f 1--1--r W . ,✓ f f .. sI i ".�.,, t n w ( � 1 �ss- �9i a ` � �66:13. �• •.r3 R E > � ft d / . _ ' r TIE ROOF DRAIN 1.}:; ..-- Lu ,c •�' i H co IF : r 4. DPE R'O:O DR IC`f•':' ' -.,,,* ; r t TO PIPE 499 WITH t:. >>;.' H. F. , A.666 f' / r J / / ,/„ 2 �; '@'MIN.•:1,/.*'SLOPE.' t F _., .. Q z / Is1 WATERTIGHT ,- .'. • • • . , ;.. '':: 1:' 1'•''-'.;'' ' " ^d' H / ! / r` . .. .. .' . 6.66 41'.- f' `' _ r f , r i f "� ' / CONNECTION ' .sss.q:1:: .�ss:23'", < \ ...- y i \ f : `` r 1 J / / 666.04' FFE r 666:563` :. t i ' f - '!��'.'.' } i11 `INV. - 662.14 .` / , r ' / t C,`r 666.34' ' E OUT . s \ i ' i i , 1 t j �. i i � i \ " 3� p % / / '` 499 .< •�; , i i " s / r' t z f / / TIE DOWNSPOUTS , 6s6.32'a & ; - w i DR v3" iw / t "r) _ - _ w. ff _ ..._ .... TO ROOF AIN t t i �, ' "\ �662,7'• FFE = 666.50' z% i r V z j / t / 500 `' . 666.45' E ; � _ t 1a:. 4 / ! / / / i _rr �6Fi.27.`. ; 666.41' 't N ,✓ / / t ' S03` r ' l i coA f/ _ 11 / / / th H ' Uf 505'. :sss:27'; : ;-.:; 508 / \ / °0 0 > r t / ? f/r'r65.32' 0 1 f / , » m y...':�.'-...I , I % �.. .m,.m 9 � /, / & ". `\ i 6627'.'.' € .' I ``,W.. livv (.�) r}4I, L ° / / / p ` / n / Y7 i v / fi6B,1;2'.'.' I i F<>,t t . }f .. i t o / / ) ./ � {jr:. / 666.33' €I f>� } /� w /'// f f „p 6.66.2 .....'.' \\ i I i 1' _ i / r'' .-/l • iy • • ,,> 666.27' ,.a:' ,,,�/..,,....."..„. / i i . / t \ \ / �,/'°' / >i ', . \ , -' Y{{ 666.25' .. J ` I �_ i i \ \ / / " .... "- ,�/� SCALE 1 =10 / / -_j4 SCALE 1 =10' } r /aOEM i \' a r I now ,<� `f`' g s '1 '✓`r/ t.�fj G'K-4.a £.JF€� fa / t 0 10 20 4 I \ I' / 502 f // r' � / / 0 10' 20' { ✓� / 666.30' \ i i \ / r JOB NO. ff ♦ \ i ^h \ \ ? V f° i \ r ,/' r -; — / 44314 ) 504 \ <'\ i d s / 01 N-20 i '' MATCI"ILINE 1 ;s ` SHEET NO. {i' C5.1 r { O C 15 .Q > N 3 U C Q`� Q) D 4 W Zt 1N O Q. Q >, O 0 D V) 3 (1) fl O c 'u r_ N D C (i1 v cu Q. E_ L O T O 3 D (L Q) ::) 30 D ()f o(9 CL 2z Q) 0 :2 2i o :E _p j�>. w- o -0_ c W f6 N IL U 0 a tr 2 O 3 ZN 02 N w(D o - -=3 O O C. 2 •3 O_ D) ,n 22. 3 N U N o O U 2 V) 'u O sn S ao Q) E � 3 O U 0 O O) U -2� �-0 'U o CF `) O w• (9 U -0 2 N O C N O O U l6 O.2 Q) E_ a) m C7 n. 0 204: 15" Nylolast Basin - Standard Grate STA 10+00.00 0 TOP 682.85 � 2- INV OUT 679.45 (203) S� M c= m o Mo - o_ U) N N N o o M � 200: ES-1 for 12 inch Pipe o z M It I- (D STA 10+77.88 102: ES-1 for 12 inch Pipe + W N o+ C o D TOP 674.74 STA 10+06.28 w (D(`°o Z � (° Z O INV IN 673.64 (201) TOP 669.01 o Q 0- > N o Q a �-- 0 Z z INV OUT 667.84 (101) o �- O cn F-Z N U) F- - - 685 685 690 690 680 680 680 685 i t f j f 1 685 675 ROP. 2.5' RAD E 675 675 680 680 670 _ 72,, 3S 03 XIST. C<qS Op RADE PROP. GRADE 670 675 675 665 EXIST. ' GRADE �?Oy 4 2. $4 OF 7 LEVEL @ 3 aOP� o% SPREADER 2 6651 665 670 0 670 660 } 11.34' O 12"CLIII RC 1 y @ 3.00° j 660 660 665 1; 665 655 9+50 10+00 11+00 9+50 STR102 - STR100 HORIZ SCALE: V=50' VERT SCALE: V=5 L 10+00 11+00 STR204 - STR200 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 O C� L �20 -a c� c (n - U) w m CO o - o m ED O (n It o co 0 Q C CL � O O °0 z M � j dT (7 N �` c- 0 O cor- (O (h (D (0 z 0Ln(o - :) +� { W T-oz a + ~ N ��Z O O I¢O> N � C00 N Qn > > o 0 > d' U) P z It f- (n F- Z ° EXIST. . GRADI 403 So' OF P R� Ems© @ 6 RcA RIgRRAP ;HANNEL 506: 6" Nyloplast Basin - Drop in Grate STA 10+17.25 TOP 666.12 INV IN 663.18 (507) INV OUT 663.08 (505) 508: 12" Nyloplast Basin - Standard Grate STA 10+00.00 TOP 665.32 INV OUT 663.35 (507) •SI 504: 6" Nyloplast Basin - Drop in Grate STA 10+34.14 TOP 666.12 INV IN 662.91 (505) INV OUT 662.81 (503) 502: 6" Nyloplast Basin - Drop in Grate STA 10+51.11 TOP 666.12 INV IN 662.64 (503) INV OUT 662.54 (501) 500: 12" Nyloplast Basin - Solid Top STA 10+68.25 TOP 665.52 INV IN 662.37 (501) INV OUT 662.27 (499) ;1` 'l ST/1 10<. r..24 675 670 670 670 PROP. GRADE EXIST. I GRADE 665 665" - 665 i � €I a`a i 503 16.89' QF 660 660 12 HDR 660 1.00% 7- 507 LEVEL 17.25' OF 501 499 TIE PIPE 499 SPREADER 1 12" HDPE 505 17.14' OF 25.99 OF INTO EXISTING @ 0 99% 16.89 12" HDPE OF 12" HDPE INLET @ 1.00%655 655 655 ((CD'1 000 @ 1.00% 12+00 9+50 10+00 11+00 S T R4 04 - S T R4 0 0 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 12+00 9+50 111+50 STR508 - STR500 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 BOTTOM OF CURB LINE OR PIPE CHANNEL 0.5' OUTFALL BOTTOM OF CHANNEL 0.5' GRADE OF DEEP. SURROUNDING SLOPE RIPRAP NOT TO IMPEDE DEEP. 4' _ STORM FLOW TO OPENING 2:1 MAX SLOPE 2:1 MAX SLOPE / KEY IN 6"-9" FOR ENTIRE PERIMETER 18" VDOT STD. CLASS Al RIPRAP RECESSED INTO CHANNEL SECTION GROUND MIRAFI 140N FILTER FABRIC OR EQUIVALENT RIPRAP CHANNEL DETAIL No Scale *LEVEL SPREADER TIMBER LENGTH (L) CALCULATIONS DRAINAGE AREAS FROM C5.2 LEVEL SPREADER 1: Q(10) FOR PIPE 401 = 3.456 CFS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 3.456 CFS INFLOW (10-YR STORM EVENT USED) GRASS CHANNEL, L = 13 LF X 3.456 CFS = 44.9'=> 45.0' LEVEL SPREADER 2: Q(10) FOR PIPE 201 = 0.196 CFS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 0.196 CFS INFLOW (10-YR STORM EVENT USED) L = 13 LF X 0.196 CFS = 2.54'=> 3.0' LEVEL SPREADER 3 (EXISTING OUTFALL): Q(10) FOR EXISTING PIPE = 1.27 CFS (SEE CALC BOOK FOR CALCULATIONS) L = 13 LF x 1.27 CFS INFLOW (10-YR STORM EVENT USED) L = 13 LF X 1.27 CFS = 16.56'=> 17.0' LEVEL SPREADER DETAIL No Scale IV LVIYV Tr�LI V/\1 COATED REBAR 01 0 50 PROFILE SCALE 12" I- TD. CLASS Al RIPRAP MAINTENANCE NOTE: INSPECTIONS SHALL TAKE PLACE ANNUALLY, IDEALLY DURING THE NON -GROWING SEASON. SEDIMENTS SHOULD BE CLEANED OUT OF THE LEVEL SPREADER FOREBAYS AND FLOW SPLITTERS. 07/ M E 0 0 rn � N `j Q O > E E w w 3 � v Q � j uj 0 w co a _j U w Z Lu Ln o cv O a (A M a ~ zuj ox W QUO '¢ o Q � It p VI F- ,, C� F- cn= aN aL z ° Z zz W z Z Q � Iry H z ODUO O M v W U W U Z Z �~ OUQO U U > U 44aa w � o o w V ti O O j W> j mLLJ C4 � 0 d o N N N > u1 w C3 C.T.) Q z 0 DATE 10-21-2019 0 DRAWN BY A. 14ABEE ® DESIGNED BY • 1. SHO WALTER CHECKED BY • 1. SHOWALTER • SCALE 1 "= 50' CL 0 U) z W (n a J LU z LL F- 1 O > 0C C- z p� 0 w u H U w Q W Q w I ---I m U) 0 rr^^ Q V! Z Q 0 JOB NO. INN 44314 SHEET NO. C7.0 0 O 3 -0 n. =0 ary 00 C0 Lz °0 o� T � ro �- E ° -O = °° ro � a a � U 0C: � a) O 3 Z N 0 aNi c� L C ° o _ r 0 m ° 2 •3 °. O) °° >Y D ro a N X C: a) O w U 2 ro O ul U C L a) O E� U ro O - "O O cu Q) � U Q O N o ro U �2 NN vl C O U ro Qo a) N a) L E i- ELECTRICAL LEGEND: 0 V X 4' SURFACE MOUNTED LED LIGHT FIXTURE. NUMBER SUBSCRIPT INDICATES LIGHT FIXTURE 1 TYPE. �2 WALL MOUNTED LIGHT FIXTURE. NUMBER SUBSCRIPT INDICATES LIGHT FIXTURE TYPE. GFI DUPLEX RECEPTACLE, 20A, 120V. INSTALL +18" A.F.F., U.O.N. TO TOP OF RECEPTACLE, U.O.N. IS + CENTER SHADED, INSTALL +6" ABOVE SINK, COUNTERTOP OR BACKSPLASH. "GFI" WHEN USED INDICATES GROUND FAULT CIRCUIT INTERRUPTER. Q ELECTRICAL CONNECTION TO EQUIPMENT. EF ELECTRICAL CONNECTION TO EXHAUST FAN. JUNCTION BOX - SIZE AS REQUIRED. ® PANELBOARD, 208Y/120 VOLT. PANELBOARD, 480Y/277 VOLT. - �,�-- BRANCH CIRCUIT OR FEEDER WIRING IN CONDUIT. NO TICK MARKS INDICATES 2 #12 CONDUCTORS AND 1 #12 GND., IN 1/2" CONDUIT, U.O.N. TICK MARKS, WHEN SHOWN, INDICATE NUMBER OF CONDUCTORS IF OTHER THAN THREE: (7) INDICATES GROUNDING CONDUCTOR. FH-20 HOMERUNS TO PANEL. PANEL AND CIRCUIT DESIGNATIONS AS INDICATED. Q CONSTRUCTION NOTE INDICATOR. S2M 20A, 2 POLE, MOTOR RATED SWITCH IN WEATHERPROOF ENCLOSURE. SM30 SINGLE POLE, 30A MOTOR RATED SNAP SWITCH. SOS WALL SWITCH WITH OCCUPANCY SENSOR, SENSOR SWITCH CATALOG NUMBER WSD-PDT, OR EQUAL. WH ELECTRICAL CONNECTION WATER HEATER. 3P 40 3R DISCONNECT SWITCH, 240V, U.O.N.: 3P=NUMBER OF POLES, 60=SWITCH RATING, 40=FUSE RATING. PROVIDE IN NEMA 3R ENCLOSURE. Ofc FOOTCANDLE INDICATOR. FLOOR PLAN - ELECTRICAL - LIGHTING SCALE: 1/4" = V-0" EWH-A- PANEL "FH IVCYY f IUGfI LIIVG LJ JUNCTION BOX HAND DRYER FLOOR PLAN - ELECTRICAL - POWER SCALE: 1/4" = V-0" GENERAL NOTES: 1. WHERE INDIVIDUAL 120V HOMERUN CIRCUITS ARE SHOWN ON THE DRAWINGS THEY MAY BE COMBINED AS FOLLOWS; - NO MORE THAN THREE (3) PHASE CONDUCTORS PLUS THREE (3) NEUTRAL AND ONE (1) GROUND PER CONDUIT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. - NO TWO OF THE SAME PHASE CONDUCTOR PER CONDUIT. - PROVIDE 120V CIRCUITS WITH INDIVIDUAL NEUTRALS PER CIRCUIT. NEUTRALS MAY NOT BE SHARED BETWEEN PHASES. 2. PAINT ALL EXPOSED CONDUIT TO MATCH THE SURFACE TO WHICH ATTACHED IF THE SURFACE IS PAINTED. 3. COORDINATE WITH MECHANICAL DRAWINGS FOR EXACT LOCATION OF EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS INCLUDING EXACT POINT OF ELECTRICAL CONNECTION. MAKE ADJUSTMENTS TO CONDUIT ROUTING, PLACEMENT OF DISCONNECTS AND STARTERS AS REQUIRED. 4. PROVIDE NEW TYPED PANEL INDEX CARDS IN EXISTING PANELBOARDS WHERE CIRCUITS HAVE BEEN MODIFIED BY THIS PROJECT. PROVIDE COPIES OF MODIFIED PANEL INDEX CARDS ON AS -BUILT DRAWINGS AND INCLUDE IN OPERATION AND MAINTENANCE MANUALS. 5. WHERE THE TERM "BRANCH CIRCUITRY" IS USED ON THESE DRAWINGS, IT IS TO BE CONSTRUED TO MEAN CONDUIT AND CONDUCTORS. 6. THE ELECTRICAL CONTRACTOR SHALL SCHEDULE THE POWER OUTAGE REQUIRED TO PERFORM ALL WORK, COORDINATE WITH THE OWNER'S REPRESENTATIVE AND VIRGINIA ENERGY IF REQUIRED PRIOR TO BEGINNING ANY WORK. ABBREVIATIONS: A AMPERE A.F.F. ABOVE FINISHED FLOOR EF EXHAUST FAN EWH ELECTRIC WALL HEATER KVA KILOVOLT -AMPERE MCB MAIN CIRCUIT BREAKER MTD MOUNTED NO. NUMBER 0 PHASE U.O.N. UNLESS OTHERWISE NOTED W WIRE WH WATER HEATER WP WEATHERPROOF GRINDER PUMP f' e-%K ITr)/1I MA AIr-1 LIGHT FIXTURE SCHEDULE TYPE MANUFACTURER'S CATALOG No. VOLT LUMENS MOUNTING REMARKS 1 PHILIPS DAY-BRITE 1SML-32L840-4-FA-12F-UNV-DIM UNV LED - 3200 LUMENS 39 WATTS PENDANT SEE NOTE 1 2 STONCO LPW16-30-NW-G3-4-120-PCB-BK 120 LED - 3364 LUMENS 34.3 WATTS SURFACE/WALL SEE NOTE 2 LIGHT FIXTURE SCHEDULE NOTES: GENERAL: 1. MATCH MOUNTING HARDWARE AND FRAME WITH THE CEILING TYPE OR CONSTRUCTION IN WHICH FIXTURE IS TO BE INSTALLED, COORDINATE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND FINISH SCHEDULES. PROVIDE PENDANT STEM ON FIXTURE SO THAT BOTTOM OF FIXTURE IS 8'-8" MINIMIM A.F.F. 2. FIXTURE SHALL HAVE A LLF (LIGHT LOSS FACTOR) OF 1.0 AND BE A FULL CUTOFF TYPE. PANEL: FH LOCATION: VOLTS: 120/208 Wye KAIC RATING: 10 MOUNTING: Surface PHASES: 3 MAINS TYPE: MCB NEMA: Type 1 WIRES: 4 MAINS RATING: 100 A CKT LOAD SERVED P C/B WIRE PHASE A PHASE B PHASE C WIRE C/B P LOAD SERVED CKT NO TRIP SIZE (AMPS) (AMPS) (AMPS) SIZE TRIP NO 1 Lighting 1 20 12 1.6 3.0 12 20 1 Receptacle 2 3 Exterior Lighting 1 20 12 3.0 3.0 12 20 1 Receptacle 4 5 Receptacle 1 20 12 3.0 10.0 12 20 1 Refrigerator 6 7 Receptacle 1 20 12 4.0 4.0 12 20 1 Receptacle 8 9 Receptacle 1 20 12 4.0 12.5 12 20 1 EWH 10 11 EWH 1 20 12 12 5 12 5 12 20 1 EWH 12 13 EF-1 1 20 12 3.4 15.9 14 12 20 2 UH-A 15 Water Heater 1 30 10 25.0 15 9 16 17 Spare 1 20 -- 0.0 2.0 12 20 1 TIME CLOCK 18 19 HAND DRYER 1 20 12 16.0 16.0 12 20 1 HAND DRYER 20 21 13.2 0 0 -- -- -- Space 22 GRINDER PUMP 2 20 12 23 13.2 0.0 -- -- -- Space 24 25 Spare 1 20 -- 0.0 0.0 X. -- -- -- Space 26 27 Spare 1 20 -- 0.0 0.0 -- -- -- Space 28 29 Spare 1 20 -- 0.0 0.0 -- -- -- Space 30 CONNECTED LOAD (AMPS): 63 A 74 A 51 A CONNECTED LOAD (KVA): 7 kVA 9 kVA 6 kVA TOTAL CONNECTED LOAD (KVA): 122 kVA I TOTAL ESTIMATED DEMAND LOAD (KVA): 122 kVA NOTES: - 11 ELECTRICAL POWER RISER DIAGRAM NOT TO SCALE CONSTRUCTION NOTES: (THIS DRAWING ONLY) T] EXISTING PANEL "A" IS A G.E. TYPE W SERIES, 225 AMP MAIN CIRCUIT BREAKER, 480Y/277V, 3 PHASE, 4 WIRE. PROVIDE A 45A-3P CIRCUIT BREAKER IN BLANK SPACES TO SERVE NEW TRANSFORMER "FH". 2� PROVIDE TIME CLOCK "T/C", INTERMATIC TYPE "ET1105C" OR APPROVED EQUAL. PROVIDE WITH FORM R6 RELAYS. 3❑ PROVIDE 2 #12 AND 1 #12 GROUND IN 1/2" CONDUIT FROM TIME CLOCK TO EXHAUST FAN. COORDINATE ALL WORK WITH MECHANICAL SUB -CONTRACTOR. ® PROVIDE A 30KVA NEMA 3R TRANSFORMER, 480-208Y/120V. INSTALL ON BACK OF DUGOUT. PROVIDE 3 #8 AND 1 #10 GROUND IN 3/4" CONDUIT. TERMINATE IN NEW 45A-3P CIRCUIT BREAKER INDICATED BY NEW WORK NOTE 1. © PROVIDE 4 #3 AND 1 #8 GROUND IN 1-1/4" CONDUIT. fl PROVIDE 4 #3 AND 1 #8 GROUND IN 1-1/4" CONDUIT. BURY CONDUIT 24" BELOW GRADE. ® SEE ARCHITECTURAL DRAWINGS FOR EXACT MOUNTING HEIGHT. ® PROVIDE STEM ACCESSORY LENGTH AS REQUIRED TO PENDANT MOUNT LIGHT FIXTURE 7'-6" A. F.F. 10 PROVIDE 100A-3P, 208V, NEMA-3R, "FDS". 11 PROVIDE #8 GROUNDING ELECTRODE CONDUCTORS TO A 3-3/4" X 10', COPPERWELD GROUND ROD. 12 PROVIDE 2 #12 AND 1 #12 GND. IN 1/2" CONDUIT TO GRINDER PUMP. SEE DRAWING E2.1 FOR ADDITIONAL INFORMATION. 13 PROVIDE JUNCTION BOX FOR ANNOUNCER ROOM FIBER LINE. COORDINATE LOCATION AND REQUIREMENTS WITH OWNER. - 11 LL 10142pz1 ALL REPORTS, PLANS SPECIFICATIONS AND COMPUTER FILES RELATING TO THIS PROJECT ARE THE PROPERTY OF CRABTREE, ROHRBAUGH &ASSOCIATES. CRABTREE ROHRBAUGH & ASSOCIATES RETAINS ALL COMMON LAW, STATUTE AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. REPRODUCTION OF THE MATERIAL HEREIN OR SUBSTANTIAL USE WITHOUT WRITTEN PERMISSION OF CRABTREE, ROHRBAUGH & ASSOCIATES VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION. © CRABTREE, ROHRBAUGH & ASSOCIATES, INC 2018 REVISIONS MM-DD-YR I NAME I DESCRIPTION OF CHANGES E O V Uj i V L V � 3 3 Q Q 3 z ■ re U W LU 1111111111m _Q z oc z o LU V) Q J � LU LU a =r O 5 0w J Q ~ m U C13 cc o Q Ln O Ln G O ccJ � J = Q W � a W z � Z m r4 V N M - O C13 Z a og Ln W = LLI LEGEND, NOTES, SCHEDULES, RISER, FLOOR PLAN - ELECTRICAL - LIGHTING & POWER PLOT SCALE: As indicated FILENAME: DATE: 01/29/20 J W 0 Z) 7-0 c _ V � � J mwQ J LU Z Q N O I- °C U U LL w0 J Ln Q � m Q J Q THOMPSON Consulting Engineers 22 ENTERPRISE Pk1RKWAY HAMPTON, VA 23666 TELEPHONE- (757) 599-4415 FAX: (757) 599-4113 PROJECT NUMBER 19052 PROJECT E 1,9 1 TTO SCHOOL I MEDIA CENTER / / I / / Ir V CONC. WALL J TOPELEV=68726' « II lNIN = 6' .86' 2 I 10" HOPE > - - Dal- \ n INf . OUT`f 672.2 ' II 10, HDPE r � OU 6 0.30' / / / 5ZCMP -\ \ 11GI`IN=670. i J WOOD PANEL W/MOUNTED ELECTRIC BOXES 1 T)?A/NSF RMER I I I I Ile \ I INV.OU/T=�53g / A8" PP /SD�RATE INLET INV. OUT = 661.91, 18" l\ \ 1 F5-] TIN I 1 \ \ \ FRAME NE 4 /OFTwLL Fl OUSE BALLFIELD / G� AREA OF DETAIL / g + �-2 / OVERALL SITE PLAN - ELECTRICAL SCALE: 1" = 30'-0" 10 NEW 30KVA TRANSFORMEI ❑ EXISTING PANEL "A" EXISTING DUGOUT i i i / 2 i i i i NEW 100A-3P, NEMA 3R❑ DISCONNECT SWITCH 1 APPROXIMATE LOCATION OF ' NEW ELECTRICAL I PANEL "FH" GRINDER PUMP�O❑3 I V L- V Y 1 I Li L I L-11 `I L- JUNCTION BOX 1 NEW SOFTBALL ' FIELDHOUSE I I EXISTING FRAME SHED \f V ENLARGED SITE PLAN - SOFTBALL FIELDMOUSE - ELECTRICAL SCALE: 1/8" = V-0" CONSTRUCTION NOTES: (THIS DRAWING ONLY) ❑ SEE ELECTRICAL POWER RISER DIAGRAM ON DRAWING E-1 FOR INFORMATION PERTAINING TO THIS EQUIPMENT. 2❑ PROVIDE 4 #3 AND 1 #8 GROUND IN 1-1/4" CONDUIT BETWEEN NEW 100A-3P DISCONNECT SWITCH AND NEW PANEL "FH". INSTALL CONDUIT 24" BELOW GRADE. I a SEE PLUMBING DRAWING P2.1 FOR EXACT LOCATION AND ADDITIONAL INFORMATION. ® PROVIDE FIBER OPTIC BOX IN ANNOUNCER ROOM. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER. 5❑ PROVIDE 2" CONDUIT WITH ONE (1) FIBER OPTIC CABLE (COORDINATE FIBER TYPE, NUMBER AND TYPE OF STRANDS, AND TYPE OF CONNECTORS WITH THE OWNER) BETWEEN THE ANNOUNCER ROOM IN THE FIELD HOUSE AND MAIN SCHOOL BUILDING MEDIA CENTER IT SERVER ROOM LOCATED ON THE SECOND FLOOR. BURY CONDUIT 24" BELOW EXISTING FINISHED GRADE. PROVIDE HANDHOLES AS REQUIRED ALONG ROUTE. INSTALL CONDUIT INSIDE THE MAIN SCHOOL BUILDING CONCEALED ABOVE EXISTING CORRIDOR CEILINGS AND THEN TERMINATE 6" ABOVE FINISHED FLOOR IN SECOND FLOOR MEDIA CENTER IT ROOM. FIELD VERIFY EXTERIOR CONDUIT ROUTING WITH OWNER AND CIVIL ENGINEER. FIELD VERIFY CONDUIT ROUTING INSIDE THE MAIN SCHOOL BUILDING WITH ARCHITECT AND OWNER. Stonco LytePro LED medium wall sconce LPW16 features outstanding value in 3W ;-f;; a compact, architectural design. This powerful and precise combination offers Ca .J,J..,: outstanding energy savings with excellent photometric performance. LPW16 .........._..... is ideal for entryways and corridors in addition to Wall lighting applications Lampe requiring strong lateral spacing and forward pattern projection. Nrr4:+a: Ordering guide Prefix Wattage LED Color/Gen # Distribution 1 Voltage LPW16 j 30 N1N G3 4 120 LPW16 LytePro 120 20W ........ _ NW-G3 Neutral White ................ 3 Type 3 ..... 120 120V 16 LED 130 30W 4000K 70 CRI 4 Type 4 1208 208V medium ' 60 50W Generation 3 1240 240V wall i WW-G3 Warm White sconce 3000K 70 CRI 277 277V } Generation 3 :347 347V 480 480V I 1 UNV 120-277V (50/60Hz) 1 1HVU 347-480V I (50/601-1z) Stocked luminaires - Ordering guide Catalog Number I Description LPW16-G3-8-BZ [LPW16,30W, 660mA,4000K, Type 3,120-277V, Bronze textured paint LPW16-G3-8-DGYLPW16, 30W, 650mA, 4000K, Type 3,120-277V, Dark gray textured paint E / / Example. LPW16-20-NW-G3-3-120-PC8-BZ Photocontrol Finish PCB = BK .. ......... ......... --- None ....... ..........I............... ......... ......... ................. !Textured PCB Photocontrol ; BK Black Button' WH White 1BZ Bronze j DGY Dark Gray MGY Medium Gray Customer specified RAL Specify optional color or RAL (ex: OC-LGP or 00-RAL7024) 1 CC Custom color (Must supply color chip for required factory quote) Stocked accessories -° Ordering guide (Must be ordered separately) Catalog Number Description LPWCVRPLT-BZ-1 I LPW Universal wall cover mounting plate, Bronze textured paint ' Must specify voltage. Not available in 347V or 480V. 2 Other colors available upon request as made -to -order LPW16-1-ytePro-sconce 06/19 page 1 of 3 Master Pack, Oty I UPC Code 6 622252813872 6 622252813865 Master Pack, Oty (none) UPC Code 190096144860 pEC QP�� L� ��/ITE�,• �L 01 6 12A\ n04/29/2021 ALL REPORTS, PLANS SPECIFICATIONS AND COMPUTER FILES RELATING TO THIS PROJECT ARE THE PROPERTY OF CRABTREE, ROHRBAUGH & ASSOCIATES. CRABTREE ROHRBAUGH & ASSOCIATES RETAINS ALL COMMON LAW, STATUTE AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. REPRODUCTION OF THE MATERIAL HEREIN OR SUBSTANTIAL USE WITHOUT WRITTEN PERMISSION OF CRABTREE, ROHRBAUGH & ASSOCIATES VIOLATES THE COPYRIGHT LAWS OF THE UNITED STATES AND WILL BE SUBJECT TO LEGAL PROSECUTION. © CRABTREE, ROHRBAUGH & ASSOCIATES, INC 2018 REVISIONS MM-DD-YR I NAME I DESCRIPTION OF CHANGES U) E 0 LU V� � 3 3 Q a 3 _z V U W N w 1— Q az J > Q' ® W :D (U W W n' oc � G -J W DC F= J Q = m U cia cc G Q Ln 0 Ln O o cc J_ =a W 0 a Lii Z 0 25 cc cc Z = CoN — V N — o m Z Q Q M uw = d' W N R* 2 Site Plans - Electrical PLOT SCALE: As indicated FILENAME: DATE: 04/29/21 J W 170 V � J J co W Q aLL > J w F- N :D m 0 � U LL w 0 J N aV) m Q J Q THOMPSON Consulting Engineers 22 ENIE1U`ME PARKWAY HAMYLON, VA 23666 TELEPHONE: (757) 599-4415 FAX: (757) 599-4113 PROJECT NUMBER:19052 PROJECT E201