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Home My WebLink AboutSDP201600069 Plan - Approved Major Amendment, Final Site Plan 2017-05-25I G F 14 X 1 I 2 I 3 1 4 1 5 1 6 I 7 I 8 1 9 I 10 I 11 I 12 All ow ..ity71 mlo- L tt i i7 3 i i}ta Elee €e"bt ry 3i,flool it of€ Date and Time of Test 8J2i29 11.00:10 Ppvl COVER Minutes of Flow NOTES & DETAILS Pi NOTES & DETAILS Pressure Hydrant: 12240, NOTES & DETAILS Static Pressure (pM) 6 NOTES & DETAILS 'Residual Yqessur (psi) 29 BAYFILTER NOTES & DETAILS Fldw Hydrant #1 12249 Pitot Pressure i#1(ps) 40 Test Flow 1 894 Flow H ,V&arrt #2 pitot pressure #2 (psi) 30 Test Float 2 7€65 flow Hydrant,#13 17309 pitot pressure #3 (psi) 27 Test Flow 3 726 TotallstimaW Flo tgpm1 2.37a_ DEMO PLAN AIVMA Q203 .01culdtior) W 97: Q {kta ive of Zero Srt Q20i pd.lcavnhila�Azl' qn't Pr,6s-qurd fzm-p for f.*W"3t!oa,) .. C0 comments T Opened, M flowydrants all the vvay � �t Coryth4d a€,;��1[�air�s� gi4�t fifo,u �ltts :� c�"3%ius�>" «� r�, 13, th}a9,ki 8r9d C,rai�:5 �r3icfe :a9,[�aatrt�C tv9�,n,��e�� Afa7 anal CiPx .�t,3rta ti�'+Ih�1A- (AEf,-4a�i:>�,�»tiiict�.d;��.zrt�:�.,5sf€y�fia.filo'kSi.lLi:rtlk.t�..zth>yYrFe�a LAYOUT PLAN & UTILITY PLAN Estimated Consumption t l 47 U � For use Fps€ water wdrt GRADING & DRAINAGE PLAN Ignatur , f Tester, GRADING SPOT SHOTS 0 0 410 A I L re 0 Af -- E E AN r.0 I tn"I 0091 - 11X" roul!"Wilumi"WEI 1r -j 0 li� V 1901 Nil 1 012 fl Lot 9 IADI rel I 11/21/2016 A SCALE 1:1000 VIRGINIA OWNER: ALBEMARLE COUNTY SCHOOL BOARD 401 M CI NTI RE RD CHARLOTTESVILLE, VA 22902 CONTACT: MR. JOSEPH P. LETTERI TELEPHONE: (434) 975-9340 FAX: (434) 975-9341 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT; CRAIG KOTARSKI, P.E. TELEPHONE: 434-327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C1.4 BAYFILTER NOTES & DETAILS C2.0 EXISTING CONDITIONS PLAN C2,1 EXISTING CONDITIONS PLAN C2.2 DEMO PLAN C2.3 DEMO PLAN Q W C0 _O T Z 89.' 81 85E8IhqFH+ 88114+1481n PI -AN P! 10-8-E 11 C4.0 LAYOUT PLAN & UTILITY PLAN U � C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING SPOT SHOTS C6.0 AUXILIARY SITE IMPROVEMENTS & BASE BID ITEM PLAN C7.0 UTILITY PROFILES C8.0 STORM SEWER PROFILES C8.1 STORM SEWER PROFILES 88.2.— 8+91411,11 SEWER 9RAIPjA1SE-jAtR&N8 >D LI, Q Ln u' Y � - 126.2 81 hq,A4ERI0+8 %4i A1981+110E SIB FFEM 126.8 81 MA;FERIA�S %'4i ABBFFIVE SIB I+Ehl 2,8 BF S U TOTAL: 22 SHEETS APPROVAUSj U) ATE DEPA .TIM OF 010TVIM, UN'TTY DEVELOPMENT LOPMENT � O O U z N � } U O ARB L0 ( PL,.� �E gDERhi' OST FRVI TA O ]�A ,'v J O TRAXS O I iT�tTj LIH 2 3 4 I 5 I 6 I 7 i 8 I 9 I 10 I 11 m 0� 0� 0� n w w Cn waC� a�. a� � oz oz oz LU W� U) �� Wo wo Wo W E3 2U EU r-) U) U) M E 0 z O O U z N � } U O E E L0 Q �E N O fA S M Q W C0 _O T Z W J (? It U M W> U � 0z 00 O O N U z N r M cj- . U >D LI, Q Ln u' Y � - Z o N Ln T S U a -J uj �~( C)LU W LU 0� 0� 0� n w w Cn waC� a�. a� � oz oz oz LU W� U) �� Wo wo Wo W E3 2U EU r-) U) U) U) 0 z z z U O O L0 W�}r I— ♦/1 z O N O M Q W C0 N T O r 0 T � U O O L0 W�}r I— ♦/1 z O N O M Q W C0 N T Z O r 0 r � U O O U) N O M Z L W¢ 2E Z W J (? It U) W> 0z 00 O U C) J rty' ' W r Q U 0 U W z O tY lz a U z Y W Z S U uj �~( n, W Z � J H G RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 { C.Tlvrt -w,. -KCFARSK,I > .I_,1g, No. 040204'8` 07 J 0 0 U U) Z W¢ 2E Z W J (? It W> 0z 00 W co C) J rty' ' W 0� om 0 U W z O tY lz a E D C B A ! 1 ! 2 I 3 ( 4 ( 5 1 6 1 7 4" WHITE SITE DATA: STRIPE (TYP.) GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND O ENGINEER: TIM ONS GROUP SEDIMENT CONTROL 608 PRESTON AVENUE, SUITE 200 PRESTONAVE E, SUIT J J w z N CH VILLE, VA 22 1. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA C) UZ W LLU<C Ur , TELEPHONE: DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE LO 2. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY CD PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND J CONTACT: CRAIG KOTAR8 P.E. CRAIG.KOTARSKI@TIMMONS.COM THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. � DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 0 Z 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED Q o cl� w F- TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND TAX MAP PARCEL: 045CO-02-00-00500 MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND O LIMITS OF DISTURBANCE: 8.26 ACRES 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL SEDIMENT CONTROL REGULATIONS. o N CONSTRUCTION ACTIVITIES. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR FIRST STEP IN CLEARING. PREVIOUS SITE PLANS: MAJOR SITE PLAN (SDP1996-28) PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON CONSTRUCTION. THE SITE AT ALL TIMES. ZONING: R2 - RESIDENTIAL 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR MAGISTERIALDISTRICT: RIO OWNER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. CURRENT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL SOURCE OF B UNDARY AND TOPOGRAPHY: TIMMONS GROUP. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT I AND I MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE LD -94 (D) 121.13. PLAN APPROVING AUTHORITY. 28 IMPERIAL DRIVE 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL STAUNTON, VA 24401 ACCORDANCE WITH ASTM -C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL AUGUST 10, 2016 OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. STABILIZATION IS ACHIEVED. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING (540)-885-0786 SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE DEVICE. REQUIRED ON ALL UNITS. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND BENCHMARK: TOP OF EXIST. STORM 10. ALL CONCRETE SHALL BE A3 -AE (AIR ENTRAINED 3,000 PSI), UNLESS AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO N 3919145.98 OTHERWISE NOTED. MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE E 14920000 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT IMMEDIATELY. ELEV 487.92 VDOT STANDARDS. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. - 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. DATUM: HORIZONTAL: NAD83 VIRGINIA STATE GRID SOUTH ZONE THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER VERTICAL: NAVD88 ESTABLISHED THROUGH LEICA DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. ZONING ORDINANCE SECTION 5.1.28. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE SMARTNET SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT CODE OF ALBEMARLE. ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE BUILDING SETB CKS: FRONT: 25' BUILDING SETBACK PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. SIDE: 15' BUILDING SETBACK SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS H SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO REAR: 20' BUILDING SETBACK PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE BECAUSE OF SLIDES, SINKING, OR COLLAPSE. AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION BUILDING HEIG T: 28' (EXISTING BUILDING) SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, 19' (ADDITION) 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE BUILDING OR OTHER PORTION OF THE PROPERTY. (MAX. 35' FOR R6) RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE _ 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF BUILDING AREA: 69,500 +/- SF (EXISTING) SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO 8,148 +/- SF (REAR CLASSROOM) COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY 10,709 +/- SF (GYM) 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE EROSION CONTROL INSPECTOR. REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND 2,657 +/- SF (STAGE/DINNING) STANDARDS AND SPECIFICATIONS. MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 11,380 +/- SF (FRONT CLASSROOM) 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT G 102,394 +/- SF (TOTAL) SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE BRIDGE SPECIFICATIONS, APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% 20. THE OWNERS REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT PROPOSED USES: CLASSROOM ADDITIONS, PARKING, AND BUS LOOP DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE INSPECTOR. EXISTING PAR INC: 92 SPACES AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS TOTAL POST DEVELOPMENT PARKING PROVIDED: 112 SPACES (5 ADA SPACES) 22. ALL VEGETATION AND ORGANIC MATERIAL MATERIAL IS TO BE REMOVED FROM THE PROPOSED FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO - PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT LOADING SPACES PROVIDED: LOADING SPACE PROVIDED AT PARENT DROP OFF 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER FOR ALL 20. SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS AND ROAD AND BRIDGE STANDARDS. DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. EXISTING IMPS MOUS AREA (WITHIN PROJECT LIMITS): 3.60 ACRES FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) TOTAL POST D' VELOPED IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 5.06 ACRES OF ROAD. (N/A) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION F 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM ORDINANCE SECTION 17-207B) SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB BLASTING NOTES AND GUTTER OR CG -7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) WETLAND IMPACTS: NONE 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. PLAN 1N ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION UTILITIES: ACSA OF THE VIRGINIA WORK AREA PROTECTION MANUEL FOR REVIEW BY THE ENGINEER, SCHOOL ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES OFFICIALS, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. - 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON-SITE AND WITHIN ALL NEW STRUCTURES DRAINAGE DIS RICT: SOUTH FORK RIVANNA SHALL COMPLY WITH THE 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. DRAINAGE FACILITIES: UNDERGROUND DETENTION SYSTEM AND CARTRIDGE 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 2. PIPE AIND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT TREATMENT S STEM 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL FACILITIES. HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT THERE ARE NO CRITICAL SLOPES LOCATED WITHIN THE PROPERTY LIMITS. 33. EACH PROPOSED FDC SHALL HAVE A FLOOR PLAN/MAP ATTACHED, SHOWING WHICH PART OF STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE THE BUILDING EACH INDIVIDUAL FDC SERVES. IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INCE THERE ARE CONSTRUCTION ACTIVITIES PROPOSED WITHIN THE 100 -YR FLOODPLAIN. INSPECTOR. 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. D 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 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). REFER TO SITE PLAN FOR FENCE HEIGHT T-0" _1 ROUND LINE TE FOOTING 12 f- 12 ALL CHAINLINK, RAILS, &COLUMNS I I HALL BE BLACK VINYL CLAD DOUBLE SWING GATE TOP AND BOTTOM SELVAGE TO BE KNUCKLED TOP RAIL REQUIRED ON ALL FENCING LINE POST #6 GAUGE WIRE CLAMPS TO BE USED TO ATTACH FABRIC TO "H" REFER TO SITE PLAN COLUMNS (6 PER POST) FOR FENCE HEIGHT ATTACH FENCE FABRIC TO ONE TENSION TOP RAIL & BOTTOM RAIL WIRE CLIP EACH WITH HOG -RINGS LINE POST (#6 APPROXIMATELY 24" C.C. GAUGE MIN.) BOTTOMGROUND LINE ON ALL FENCING I TYPICAL SPACING BETWEEN ALL LINE POS 3' 0" 2 6 I I END, CORNER, LINE BRACE 1 OR GATE POST 10' 10' CONCRETE FOOTING LINE POST END BRACE 10" STANDARD VINYL -COATED CHAIN LINK FENCE No Scale 1 I 2 I LINE POST - 10" 3 4 15' 7 7' 15' NET POST POLES SHALL EXTEND V OUTSIDE OF SIDELINE STRIPE 2" WHITE: LU STRIPE (TY'P.) 2" WHITE z STRIPE (TYP.) J LL O W cj WILSON PICKLEBALL NET OR Z EQUIVALENT. NET SHALL BE 22'X TIN o DIMENSION AND ATTACHED TO NET N POST POLES. d 44' (INCLUSIVE OF LINES) TYPICAL PICKLEBALL COURT DETAIL No Scale 1 5 I 6 1 8 1 9 1 10 1 11 1 12 NYLOPLAST DRAIN BASIN WITH STANDARD ORATE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE \ (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSITAKE OFF) (MIN. MANUFACTURING (5) ADAPTER (6,7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR REQ. SAME AS MIN. SUMP) ANGLES GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE VARIABLE 0° -360° DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDING TO � PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, SEE DRAWING N0, 7001-110-111 FOR NON TRAFFIC INSTALLATION. iL (3) VARIABLE SUMP DEPTH 1< ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS (6" MIN. ON 8" 24", 10" MIN. ON 30" 4" MIN ON $" • 24" AVAILABLE: 4" - 30" FOR CORRUGATED HDPE BASED ON MANUFACTURING REQ.) (ADS N-12/HANCOR DUAL WALL, ADSIHANCOR 6" MIN ON 30" SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, ( �T CORRUGATED & RIBBED PVC WATERTIGHT JOINT �Z \ T THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HDPE SHOWN) ; GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, 8" - 30" GLASS II, 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. 1 - 8'- 30" STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2- 12" - 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY 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. 7001-110-065. 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-121HANCOR 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"). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR `�- y �+ FAX (770) 932.2490 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN '" '.T t laA'�� www.n Io last-us.com REVISED BY NMH PROJECT N0.INAME Y P MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6- 12" - 30" 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"& 10" 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 WRITTEN PERMISSION FROM NYLOPLAST. t120NYLOPLAST SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7009.110-144 REV H E 3.56 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY DIMENSIONS ARE IN INCHES GRATE MEETS H-20 LOAD RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. 7001-110-033 * FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH * "FAN" 4'-0"-� 1 SCHOOLS ASSOCIATION" & "THE VA. HIGH SHAPED METAL SCHOOL LEAGUES" BACKBOARD it r RIM 1'-6" R 10,_'O" 4" DIA. ' GALVANIZED FINISHED PIPE FORMED COURT SURFACE UPRIGHT ;.. CONC. FOOTING 3'-6"3' I`4 , ANCHOR PIN 6"L 2' 2 STANDARD BASKETBALL GOAL NO SCALE TYPICAL BASKETBALL COURT LAYOUT No Scale I 8 BASKETBALL STRIPING 3' BASELINE TO EDGE OF PA YEMEN T 3' SIDELINL TO EDGE OF PA YEMEN T 1299CGC APPROX. WEIGHT WITH FRAME = 39.90 LBS 13.56 I� 13.38 TYPICAL FOURSQUARE COURT DETAIL No Scale 100' OUTDOOR BASKETBALL COURT LAYOUT NO SCALE (2) OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) 9 1 10 1 11 1 12 12' (INULU51Vt UI- LINES) M E 0 Z 4" WHITE Z STRIPE (TYP.) z O O J_ O ji :>7 2 J J w z N r o L � TYPICAL FOURSQUARE COURT DETAIL No Scale 100' OUTDOOR BASKETBALL COURT LAYOUT NO SCALE (2) OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET WITH NET(SEE DETAIL THIS DWG) 9 1 10 1 11 1 12 o! Q� w n wapwV) LU CO �1.- 0- I_ CL I.- iz D W 0 Z p Z W U U� U) LU0 w0 w0 W 626 EU NYU w U) M E 0 Z O O � U N Z > N Vi C: >E O O U) U) 2 z w c� N o L � C. C) UZ W LLU<C Ur Z U LO O LO Q W CD • z N M •• � 1J 0 Z X rn W to < Q o cl� w F- om C < z U W > `r, O ¢� "� W c °' o N CO J w C:) H o! Q� w n wapwV) LU CO �1.- 0- I_ CL I.- iz D W 0 Z p Z W U U� U) LU0 w0 w0 W 626 EU NYU w U) U) 0 Z Z Z r LO N O O O U) U) 2 z w c� N C. C) UZ W LLU<C Ur ice- CD 0 r r- d` I� 1 d� r LO N W 1- 1� Ui Z O LID U) U) U) ry <t w c� N C. c9 C) CD 0 C) 0-) c U LID U) U) L.L ' Q *1 C) UZ W LLU<C Ur Z U O cA Q W w > i�.'Ll � 1J 0 Z J H G ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 ti FtLic. 7"vl. ,. ti�� l�r�`5)i7i�O�ism,854L}%2S 1T H� NAL J 0 0 U U) L.L Q z W ¢ •--� W U w > i�.'Ll � 1J 0 Z rn W Q o cl� w F- om o < z U W Z O d W � SHEET C1.0 E D C B A 11 9 G a 2 I 3 i 4 ROADS LEGEND TRAFFIC STOP BAR SEWER (�� - - ----------e ------- - --------- -- STORM PIPE & STRUCTURE NO. EXISTING SANITARY SEWER DROP INLET & STRUCTURE NO. WATER CURB CURB & GUTTER -------- EXISTING WATER LINE DRY CURB & GUTTER W PROPOSED WATER LINE PROPOSED PAVEMENT 8 60 WPROPOSED VALVE - PAVED DITCH iTi so W PROPOSED TAPPING SLEEVE JUTE MESH DITCH PROPOSED FIRE HYDRANT (COMPLETE) CENTERLINE OF DITCH BENCH MARK GRADING CLEARING LIMITS TC =TOP OF CURB BC =BACK OF CURB R-1 VDOT STANDARD STOP SIGN EP = EDGE OF PAVEMENT TW = TOP OF WALL EXISTING CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS 200 - PROPOSED CONTOUR BS = BOTTOM OF STAIRS +240.5 EXISTING SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT TC 240.5 PROPOSED SPOT ELEVATION PARKING COUNT CC -12 I 0-1 2" GENERAL NOTES: JVDOT STANDARD CG -12 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. PRECAST) 4' 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE 8, 1.0;1 MAX RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN �5" TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE TYPE A WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP e. 3 A FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 'ice it x rl 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 50 5'MIN THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5 r> PRECAST pf =x 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 12:1 MI:AAX �,�,J� BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 6U CONCRETE COVER 1Y2''. x 6 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. PARALLEL 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER Z AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ZCI) IS 0 CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK EXISTING, PROPOSED, PEDESTRIAN CROSSWALKS MAX OR NONEXISTENT, THEY MUST BE LOCATED WITHIN 12; As SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT 12 BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE �1 �MAX CONTINUOUS HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A 5' PATH CONNECTING ALL MIN X X X UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTEREDILM__ F I 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5' 4' 1 2" MINIMUM CONCRETE III I III I El Fz I AND USED BY PEDESTRIANS. 4' MIN - 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT AT X 2` HIGHER THAN EDGE OF PAVEMENT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND XX THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT ,SAME AS TOP OF CURB PERPENDICULAR TO THE CURB. CHECKED BY VDOT PRIOR TO 8. VALVES ON PEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE Page I of 4 OR TYPE C 9. TYPICAL CONCRETE SIDEWALK IS 411 THICK. WHEN THE ENTRANCE RAD11CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL & PERPENDICULAR TRAFFIC, REFER TO STANDARD CG -13, COMMERCIAL ENTRANCE (HEAVY PAVING AND/OR BACKFILLING TRUCK TRAFFIC) FOR CONCRETE DEPTH. 11x11x41x11,,< 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, C THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR 7- INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' 2' -0" -- -COMPACT LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME v) 2. All materials and construction methods shall conform to current specifications and 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF ,0 3. Erosion and siltation control measures shall be provided in accordance with the approved CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE erosion control plan and shall be installed prior to any clearing, grading or other construction. PAVEMENT SECTION WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 Z UNDER CURB lesser slopes of 3:1 or better are to be achieved. -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the b 0 0 0 0 0 0 0 0 0 0 0 0 E)- County Engineer, or designee, it is deemed necessary in order to stabilize a drainage No Scale channel. THE BACK OF CURB. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic B Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), -a 0 0 0 0 0 0 0 0 0 0 0 0 0 E) - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LANDING RAMP C) CD 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50/.-657 OF BASE CN 10P DIAMETER DIAMETER. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 DETECTABLE WARNING AT BACK OF CURB 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR SEE NOTE 12. BASE DIAMETER f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL 1`V DOT CC -12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS (GENERAL NOTES) 105 S EE==F ION DATE REVISION 20105 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 502 1 0 61' EP ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 5 1 6 1 7 1 8 1 9 1 10 P I FESERVENG PARKNG PENALTY PENALTY $W -5500 FIIE 0 - $500 FNE TOW AWAY ZONE TOW AWAY ZONE. 777T7T VAN 6' ABOVE I A 6 CCESSI13LE ABOVE FINISHED L --- =-F8-Wj- FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS, PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN, SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0,80 GAUGE ALUMINUM, COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND, PARKING SIGNS FOR THE DISABLED No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) rLOCATION (TYP, EOP \FACE OF PAINTED CURB 18' 18' PER ,2% MAX. VDOT/ 411 411 SPEC. PAINTED STRIPE (TYPICAL) 8' 8' 8' 8' 9' TYPICAL I I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale 2" R TOP OF CURB 2$1 5" 1 R THE DEPTH OF CURB MAY BE 4" A MINIMUM OF 13" AND A MAXIMUM OF 19"4. SURFACE p. BASE ............ VDOT A-3 CONCRETE 4" MIN. SUBBASE f CONTINUE STONE BASE 6"--7" FROM ADJACENT PAVEMENT SECTION UNDER CURB PRECAST CONCRETE WHEEL STOP No Scale VDOT STANDARD CG -3 No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)-,- 2'- 10" EXP. (TYP.) 2'-10" JOINT 121'MIN FINISHED (TYP.) 1211 GRADE (TYP.) t WASH 1/2" R (MAX.) 511 FINISHED GRADE EXP. 4 CONCRETE JOINT \#3 REBAR (12" O.C.) 1/8' WASH \5" # 57 STONE 811 91, (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES 3" NOTES: COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale EXIST GRADMETAL INSPECTION FRAME W1 SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -._.-CRUSHED STONE BEDDING TH 6" DI CLEANOUT 0,5' FROM EP OF FACE OF CURB PLUGATEND OF LINE CLEANOUT DETAIL No Scale 4" TOP OF CURB R=211 j\\j�\\j ° Q° 6„ 4'1 SURFACE. 18" 4 BASE 4 VDOT A-3 CONCRETE SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale 0-1 2" R `_1" JVDOT STANDARD CG -12 O 0 0 CONC CONIC CURB AND GUTTER CLASS 3A, N U2U > OE I No Scale �5" STEEL CAP February 6, 2013 E 1- R (�C=3, R (f'c=3,000 PSI) CONCRETE 0 Z ACSA GENERAL WATER & SEWER CONDITIONS e. 3 A 1 WORK SHAL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY A SERVICE AUI HORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE 6" DIA. STEEL PIPE 1 RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE 4. FILLED WITH CONCRETE AND 5 r> START OFT WORK. POWDER COATED 7" �E 3.51 g(COLOR TO BE M 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE SELECTED BY 6U WORK PROPOSED YV.ORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND OWNER) x 6 WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR KNOX BOX 4 SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND (SEE DUN LORA V DETAIL) STRUCTURES, AS NECESSARY. PAVEMENT PATCH Z 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT ZCI) EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. A 0 1--1 -11 F I I- I F -I I A D 4� DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 06 3.5' u W 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY r. 2'-0" DIAMETER 0 (1-800-552-7001). 3,00 PSI AIR -ENTRAINED 2 CONIC. FOOTING VDOT 21 -A STONE BASE UNDER 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3.5' 4' 1 2" MINIMUM CONCRETE OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF t5IZLUVV STEEL PIPE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND Z WATER LINE, ETC, BOLLARD DETAIL � & GUTTER TO BE Scale W 0 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, Albemarle County Engineering Final Plan General Notes CHECKED BY VDOT PRIOR TO 8. VALVES ON PEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE Page I of 4 OR � RESTRAINT THE THE VALVE DURING A FUTURE EXTENSION OF THE LINE 17 ALBEMARLE COUNTY PAVING AND/OR BACKFILLING 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. FINAL PLAN GENERAL NOTES 11x11x41x11,,< 10. THE CONTIR ffTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE No- General Construction Notes C I , LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENAT BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). I 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 7- Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of 2' -0" -- -COMPACT the Permit. Where any discrepancies occur the requirements of the permit shall govern. COMPACTED 2. All materials and construction methods shall conform to current specifications and CONTINUE 21B STONE standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved BASE FROM ADJACENT erosion control plan and shall be installed prior to any clearing, grading or other construction. PAVEMENT SECTION 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, UNDER CURB 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 VDOT STANDARD CG -6 CURB & GUTTER County Engineer, or designee, it is deemed necessary in order to stabilize a drainage No Scale channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic B Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926), 7-1/2" 0 61' EP ANCHOR WITH %" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP 5 1 6 1 7 1 8 1 9 1 10 P I FESERVENG PARKNG PENALTY PENALTY $W -5500 FIIE 0 - $500 FNE TOW AWAY ZONE TOW AWAY ZONE. 777T7T VAN 6' ABOVE I A 6 CCESSI13LE ABOVE FINISHED L --- =-F8-Wj- FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS, PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN, SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0,80 GAUGE ALUMINUM, COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND, PARKING SIGNS FOR THE DISABLED No Scale CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) rLOCATION (TYP, EOP \FACE OF PAINTED CURB 18' 18' PER ,2% MAX. VDOT/ 411 411 SPEC. PAINTED STRIPE (TYPICAL) 8' 8' 8' 8' 9' TYPICAL I I VAN ACCESSIBLE ACCESSIBLE HANDICAP SPACES REGULAR SPACE TYPICAL PARKING SPACE DETAILS No Scale 2" R TOP OF CURB 2$1 5" 1 R THE DEPTH OF CURB MAY BE 4" A MINIMUM OF 13" AND A MAXIMUM OF 19"4. SURFACE p. BASE ............ VDOT A-3 CONCRETE 4" MIN. SUBBASE f CONTINUE STONE BASE 6"--7" FROM ADJACENT PAVEMENT SECTION UNDER CURB PRECAST CONCRETE WHEEL STOP No Scale VDOT STANDARD CG -3 No Scale 12" MIN 1.5"DIA GALV. (TYP.) RAIL (TYP.)-,- 2'- 10" EXP. (TYP.) 2'-10" JOINT 121'MIN FINISHED (TYP.) 1211 GRADE (TYP.) t WASH 1/2" R (MAX.) 511 FINISHED GRADE EXP. 4 CONCRETE JOINT \#3 REBAR (12" O.C.) 1/8' WASH \5" # 57 STONE 811 91, (2) #5 REBARS, BOTTOM CONTINUOUS, LAP 2'-2" AT SPLICES 3" NOTES: COMPACTED SUBGRADE 1. FINE BROOM FINISH ALL STAIRS. 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) 3. SEE PLAN FOR RISER HEIGHT EXTERIOR STAIRS No Scale EXIST GRADMETAL INSPECTION FRAME W1 SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR -._.-CRUSHED STONE BEDDING TH 6" DI CLEANOUT 0,5' FROM EP OF FACE OF CURB PLUGATEND OF LINE CLEANOUT DETAIL No Scale 4" TOP OF CURB R=211 j\\j�\\j ° Q° 6„ 4'1 SURFACE. 18" 4 BASE 4 VDOT A-3 CONCRETE SUBBASE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -2 CURB No Scale STANDARD CG -7 CURB & GUTTER No Scale owt 0-1 2" R `_1" TOP OF CURB 2�'�' O 0 0 CONC CONIC CURB AND GUTTER CLASS 3A, N U2U > OE CONIC CURB AND GUTTER CLASS 3A, �5" 6 E 0 Z Lu 1- R (�C=3, R (f'c=3,000 PSI) CONCRETE 0 Z 0 e. 3 A 4)) 4 " A LLI 1 6" 5 r> o 7" w0 M 4j 6 4 6U U x 6 13" 4 W Z 4 ZCI) 7" 0 74 • Z 0 06 ry co u W U) 0 75 2 0 VDOT 21 -A STONE BASE UNDER TCURB < Z 0 & GUTTER TO BE 4" MIN. W 0 0- CHECKED BY VDOT PRIOR TO J_ � 17 PAVING AND/OR BACKFILLING 11x11x41x11,,< J/' < 14' //X777777777777j 6" 7- 2' -0" -- -COMPACT 2'-0" COMPACTED COMPACTED D CONTINUE 21B STONE SUBGRADE STANDARD CG -7 CURB & GUTTER No Scale owt Cc_i2 I PEFMSSIBLE A CONSTRUCTION rd 5 DOWELS. 8" LONG JOINT 12" I -C, 4* �j 10:1 A 1 t '�"\ 4 1 �MAI �\-TRUNCATED IDOWES SEE SET JOF 4 FOR DETAILS TYPICAL DESIGN 4`0 BACK OF CURB 12'1 MAX. 20:7 SECTION A -A 4' 15. r PERV$SIBLE JOINT SECTION B -B IN jotj MAXI jo'j MAX NOTE: FOR GENERAL NOTES ON, IH[ DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET I OF A, AA 4*SOUARE LANDING AREA OUTSIDE OF I ITRAVELWAY SHALL 8E PROVOED WITHIN 1THE MARKED CROSSWALK AREA 0 0 (A CROSSWALK 0 CRO Al n H 11 1 TYPICAL PLACEMENT AOSSWAIX TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WI I HIN CROSSWALK (WITH BUFFER STRIP) THIS OESION TO BE USED FOR CONSTRUCTION THAT INCORPORATES WMEP SIOEWALK, LANOING (48" WIDE) REOIARED AT TOP OF CURB RAMP. MtNINUM CUPS RAMP LEKIH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 TBBLE WARNING SURFACE CG -12 DETEC A i 105 TYPE A (PERPENDICULAR) APPLICATION502 NEW 7105 ViRGMA DEPARTMENT OF TRANSPORTATION VDOT STANDARD CG -12A No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE, THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY SECTION ON PLANS MILL AND OVERLAY PAVEMENT SECTION No Scale 1 11 I 12 EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT THROUGH n MATCH EX. CROSS EX. SURFACE LU SLOPE UNLESS OTHERWISE COURSE X LL SPECIFIED ON PLANS Uj & REMOVE PAVEMENT 2' MIN, PROPOSED SURFACE COURSE EXISTING PAVEMENT 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 R= Y4" CONTROL JOINT SPACED AT WIDTH OF WALK \aeEXPANSION JOINT AT MAX OF 100', % 11° WITH PREMOLDED EXPANSION FILLER CONC. WALK 0-1 ME 0 LU u) O 0 0 L0 N U2U > OE CONIC CURB AND GUTTER CLASS 3A, o 6 E 0 Z Lu C) Z 0 Z 0 LU 22 (fc=3,000 PSI) CONCRETE (U) L!L11 LLI X/ \ 6" 5 r> o 0 w0 M 4j 6 4 6U U x 6 13" 4 W Z 4 ZCI) 7" 0 74 • Z 0 06 ry co u W U) 0 75 2 0 41 s <4 a < Z 0 > W 0 0- 4" MIN. 0 17 J/' < 14' //X777777777777j 6" 6" 2' -0" -- -COMPACT COMPACTED D CONTINUE 21B STONE SUBGRADE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB VDOT STANDARD CG -6 CURB & GUTTER No Scale Cc_i2 I PEFMSSIBLE A CONSTRUCTION rd 5 DOWELS. 8" LONG JOINT 12" I -C, 4* �j 10:1 A 1 t '�"\ 4 1 �MAI �\-TRUNCATED IDOWES SEE SET JOF 4 FOR DETAILS TYPICAL DESIGN 4`0 BACK OF CURB 12'1 MAX. 20:7 SECTION A -A 4' 15. r PERV$SIBLE JOINT SECTION B -B IN jotj MAXI jo'j MAX NOTE: FOR GENERAL NOTES ON, IH[ DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET I OF A, AA 4*SOUARE LANDING AREA OUTSIDE OF I ITRAVELWAY SHALL 8E PROVOED WITHIN 1THE MARKED CROSSWALK AREA 0 0 (A CROSSWALK 0 CRO Al n H 11 1 TYPICAL PLACEMENT AOSSWAIX TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WI I HIN CROSSWALK (WITH BUFFER STRIP) THIS OESION TO BE USED FOR CONSTRUCTION THAT INCORPORATES WMEP SIOEWALK, LANOING (48" WIDE) REOIARED AT TOP OF CURB RAMP. MtNINUM CUPS RAMP LEKIH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 TBBLE WARNING SURFACE CG -12 DETEC A i 105 TYPE A (PERPENDICULAR) APPLICATION502 NEW 7105 ViRGMA DEPARTMENT OF TRANSPORTATION VDOT STANDARD CG -12A No Scale 2.5" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A EXISTING AGGREGATE BASE COMPACTED SUBGRADE MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND ROLL TEST EXISTING BASE COURSE, THEN PLACE NEW ASPHALT SURFACE. DENOTES MILL AND OVERLAY SECTION ON PLANS MILL AND OVERLAY PAVEMENT SECTION No Scale 1 11 I 12 EXISTING PAVEMENT PROPOSED PAVEMENT SAWCUT THROUGH n MATCH EX. CROSS EX. SURFACE LU SLOPE UNLESS OTHERWISE COURSE X LL SPECIFIED ON PLANS Uj & REMOVE PAVEMENT 2' MIN, PROPOSED SURFACE COURSE EXISTING PAVEMENT 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 R= Y4" CONTROL JOINT SPACED AT WIDTH OF WALK \aeEXPANSION JOINT AT MAX OF 100', % 11° WITH PREMOLDED EXPANSION FILLER CONC. WALK � 0-1 ME 0 LU u) O 0 0 L0 N U2U > OE 0- 0 6 E 0 Z Lu C) Z 0 Z 0 LU 22 LL V, U, ) n (U) L!L11 LLI > � 5; :E 5 r> o 0 w0 M C) 6U U x 6 1Ao 0) W Z Z ZCI) V 0 74 • Z 0 06 ry co u W U) 0 75 2 0 W 0 < Z 0 > W 0 0- cc) Ln 00 c:) LU Cc, � 0-1 C 0 LU u) If L0 a. 1.- 0- E2 0 Z Lu C) Z 0 Z 0 LU 22 LL V, U, ) n (U) L!L11 LLI > � 5; :E 5 r> WLLI 0 w0 w0 C) 6U cr 6 x 6 CO W Z Z ZCI) V 0 0 0 Z 0 06 ry co u W U) 0 75 2 0 W 0 < Z 0 (D Z 0 C14 0 L0 LLJ < co Z 0 W U) < LLI C') N Z J H COMPACTED SUBGRADE 4" 21 -B STONE C) CONCRETE SIDEWALK JOINT DETAIL No Scale W Z Z Uj Lu (D VARIABLE WIDTH' 0 W NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% < X 0 W G 0 0- 0 0 4 4 4 4 \\ ,\\ a 0 O O a O O O O O O O O O O\ j\\ \M/ 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. R�m ARCHITECTS, PC CONCRETE SIDEWALK PAVEMENT SECTION 1317 Executive Blvd, Suite 200 F No Scale Chesapeake, Virginia 23320 (757)622-2828 EXPANSION JOINT WITH J, 0; PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" (�;'C GW. J. KOTARSKI A Lic, No� 0402048507 E) Cd 9 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 4 '4 . 7 7 4 CEMENT CONCRETE L-ILI 2- S �4 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) 4 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 3.0" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A (PLACED IN TWO LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE .............. ............. 1. ... - ............... ........... ......................... I I ..... ........... DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS ... .............. . . .. ...... .................. LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 Dd 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 17- S�;Dz �g, D COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LF HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 57 VDOT STONE 4" PERFORATED UNDERDRAIN PLASTIC EDGING (TYP.) CORRUGATED HDPE PIPE W/ FILTER FABRIC WRAP 6" MULCH FINISHED GRADE WEED BARRIER/ M POLYPROPYLENE FABRIC (FASTEN TO THE GROUND) �--24" SUBGRADE (SLOPE TOP OF SUBGRADE TOWARDS DRAINAGE TRENCH) 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 I 12 _j 0 0 C14 0 J H COMPACTED SUBGRADE 4" 21 -B STONE C) CONCRETE SIDEWALK JOINT DETAIL No Scale W Z Z Uj Lu (D VARIABLE WIDTH' 0 W NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% < X 0 W G 0 0- 0 0 4 4 4 4 \\ ,\\ a 0 O O a O O O O O O O O O O\ j\\ \M/ 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. R�m ARCHITECTS, PC CONCRETE SIDEWALK PAVEMENT SECTION 1317 Executive Blvd, Suite 200 F No Scale Chesapeake, Virginia 23320 (757)622-2828 EXPANSION JOINT WITH J, 0; PREMOLDED EXPANSION 1/4" SEALANT FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH SILICONE SEALANT WWF 6x6 W2.9xW2.9 2" (�;'C GW. J. KOTARSKI A Lic, No� 0402048507 E) Cd 9 10" 3,000 PSI AIR ENTRAINED PORTLAND 4 4 '4 . 7 7 4 CEMENT CONCRETE L-ILI 2- S �4 6" TYPE 21A STONE COVER COMPACTED SUBGRADE (CBR 11.2) 4 DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale 3.0" BITUMINOUS CONCRETE SURFACE COURSE - SM -9.5A (PLACED IN TWO LIFTS) 8" TYPE 21 B AGGREGATE BASE COURSE COMPACTED SUBGRADE .............. ............. 1. ... - ............... ........... ......................... I I ..... ........... DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS ... .............. . . .. ...... .................. LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale 1.5" ASPHALTIC CONCRETE SURFACE COURSE - SM -9.5A 3.5" INTERMEDIATE BASE COURSE - BM25.0 Dd 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE 17- S�;Dz �g, D COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LF HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale 57 VDOT STONE 4" PERFORATED UNDERDRAIN PLASTIC EDGING (TYP.) CORRUGATED HDPE PIPE W/ FILTER FABRIC WRAP 6" MULCH FINISHED GRADE WEED BARRIER/ M POLYPROPYLENE FABRIC (FASTEN TO THE GROUND) �--24" SUBGRADE (SLOPE TOP OF SUBGRADE TOWARDS DRAINAGE TRENCH) 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 I 12 _j 0 0 W ry Z U) LL1 2EZ < Uj Uj > Uj V 0 0 0 Z 0 06 ry co u W U) 0 Uj F_ 0 W 0 < Z 0 (D Z W 0 0- cc) SHEET C1.1 E D C B A | | | cm 0 CRIMP AND ROLL END OF COPPER PIPING = -Z 2016 ROAD & BRIDGE STANDARDS PLACE 5'GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NOTE! WHEN A PEDESTRIAN ACCESS ROUTE AS DIRECTED. MARKER LOCATION MAY BE SUBJECT rz 42" MIN, CROSSES A COMERCIAL ENTRANCE U T � mo�oo�O�^uoczzxmj / Ln � _ C A7 STREET APPROACH SAME SURFACINGGENERAL NOTES AS MAINLINE ROADWAY (SEE NOTE 3) z =""~ ON =^°�FINISHED GRADE Q) C�) 24" MIN, (RADIUS TO BE AS �� WHEN USED IN CONJUNCTION WITH sr 'z (RADIUS TO BE ASG -7, THE CURB FACE ON THIS STANDARD IS TO 5 X SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB V) < SHUT-OFF CORPORATION STOP __1 OR C 0 LL I CO -2 OR CG -6 CONFIGURATION. e (SEE NOTE 1) eq =; -41- u� ssc STANDARDo�z FOR CURB *Awp DESIGN TO BE SIDEWALKUSED WITH THIS srm,u^ao. | os VILLE THREADS WHICH IS SIDEWALK IE MUELLER CENTURION (A-42ADJUSTABLE VALVE BOX W/ 3)0 1 ME LOCAL STANDARD, UNPAVED SP _-^ _ o� »»�rso/or*c «nAPPROVED EQUAL �}}[K}\}�/�\�}�]/�)K��\ n ' STABILIZATION -'- REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE LENGTH OF BRANCH VARIES 00 --� owrco /w r*c cwrnxcs, LU cxp�sxp*ms'ow m JOINTJOINT ZT0 10' 4� RADIAL CURB nn COMBINATION CURB AND GUTTER SHALL NOT yc cnwSrxocrso ec,owo THE n/n LINE NOTE: WIDTH "s" 2`0" on AS |°' MAINLINE no^o*AY cxcsrr FOR' REPLACEMENT ponposss� sonnw ON TYPICAL SECTION- A-=^ = M I "N \ ' FW VALVE BOK 24" IN * INITIAL BACKFILL VIEW ENTRANCE NOTES GRAVE Q0 TYPICAL SERVICE TAP ABANDONMENT 5. c THE ENTRANCE RADII CANNOT ACCOMMODATE THE MIN MIN. M I N. MIN. TURNING n o xcxv, rnvcx 6'BEDDING MAINLINE ROADWAY SLOPE m^rpI; THE ocprx FOR smcWxm y coxe n^wps WITHIN �� uw/rs op r*s nxosnnoes - �� M.J. GATE VALVE [[V��G8 STONE 10* PARABOLIC CURVE (ENTRANCE ONLY) /wcncAsco TO r'�'scc oo'/z/} OPTIONAL '-' -- s� pu�x ARE TO /wo/c/xc WHEN coasTnuonow OF « ruOw STABLE SOIL ROCK uw� � esomnco TO pnovmc posmvc oxmo^ms ^ceosS w (y � swrn^mcc� wnLU LU MAINLINE '~~'^~' a. � " zTHE o w c s SCRAPE THE BOTTOM OF THE TRENCH' REMOVE AUL zoouPu/ CumCRE/ GRADE CHANGE "0" ARE LISTED w THE ALLOWABLE cwrem"nc GRADESTONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND BASE AND THRUST Uj UJ Uj LIJ LU LU » TABLE. rxsSc v«Locs ARE NOT APPLICABLE TO s,nccr "�°=`"""'`^'_ CONNECTIONS. THEN COMPACT THE SOIL OR PROVIDE A 4.BEDDING OF �5 ��5 UJumu/S/uxBEuuxuLE mo mo wOINTERSECTION NOTES SOIL. rro 0�o 12�uJ "MI N 20'MINIMUM FOR COMMERCIAL ENTRANCE STEEL PIL NTS � WATER LINE u WHEN ccn/s USED FOR Srnscr oowwsonoms THE D/4"THREADED RODS TO FIG, W-6B0C/) (1)CONNECTION wus� oc ocw*ooxoxw�*n FOUNDATION IN POOR SOIL UNDER -CUT CONDITION VHENTHEGO|L|GD|8TURB0g X cowsrnooT cnxoc cn^wGss WITH x PARABOLIC cunvc MAIN |NALL|NSALLAT|ONG� ~`~.o puL/C, AND THE m,pL/c^oLc REQUIREMENTS � � � �| ~ �HYORANT|GL0CATEO^|NAF|L'LANCHOR RODS SHALL GALVANIZED OF THE vuor xo^o ocssw w^mowL�/wCLuu�G sropp/wr �\ /SECT|ON A -A s/nx� o's�^wcs -mo ^«a� c ncooncwcwro� THE VALVE TOTHE HYDRANT WITH 2-3/4^ ORA8PHALTCOATED �-� �-� �- THREADED RODS IN ADDITION POURING 2 3 5 PICAL SERVICE TAP ABANDONMENT DETAIL -yOPTIONAL rLnWuwc MAY REQUIRE W^np/xo OF A CONCRETE. |FNECESSARY,A8TeELP|LeITV 4" PORTION or nvrro, TO PROVIDE POSITIVE DRAINAGE ACROSS THE /wrcnsscnow. 1 SHALL BE �oOOp�8�|� J & - -- NoSca|e c �M.---|N|T|AL BACKFILL ^ucomo*�Te 0' 01 UNSTABLE THRUoTBLOCK ^� I ALLOWABLE ENTRANCE GRADE CHANGES -- GRADE CHANGES"'�#OO STONE 1.SURROUND VVEEpHOLES VV|THGRAVEL AND KEEP FREE OFCONCRETE. CLASS A3 ENTRANCE VOLUME -IN. MIN. MIN F|LL AS 2. MAINTAIN A3'M|N. COVER FROM THE MAIN TOTHE FIRE HYDRANT Lij MUM APPROVED BY ACSA (INCLUDING DITCHES)LO �^ // `, 3�F|N|8HEDGRADEGHALLSLOPEAYYAYFRn�THEF|REHY��NTAND --STABLE SOIL 0R ROCK� �STABLE SD|L 0R ROCK� �ALY��OX � H THAN 1500 VPD % RNOTE � 4�THEGATE0\LYE |�ALL�YYED |N 8H0ULDER�RBEH|NOTHE DITCH. DIMENSION DINIENSION DIMENSION SECTION C -C LOW LESS THAN 500 VPD 6 / 8% ----- |T|8NOT ALLOVYED|NTHE DITCH. - ' -�--B C NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT 1. NO ROCKS SHALL BE ALLOWED WITHIN 24'' OF THE WATER LINES. 5. FIRE HYDRANTS SHALL BE INSTALLED ATLOCAJ0NGWHERE WEEP APPLICABLE To STREET CONNECTIONS HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELE\AT0N |F 1/ 2 2. NO ROCKS LARGER THAN G'|N ANY DIMENSION SHALL BE ALLOWED SPECIFICATION REQUIRED TOBE|wWET AREASTHE VYEEPHOLES SHALL BE ABOVE THE INITIAL BACKFILL. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. 10' IMIN. 6' M I N. METHOD OF TREATMENT ROAD AND BRIDGE STANDARDS 5, V1 I "]. (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED NOTE: HYDRANT MUST BE NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (8)INCHES ABOVE GRADE. �EATER | | � | | |N THE TRENCH. | �ENNEDYGUARD|AN (�'81A} EQUIPPED WITH CMARLOTTE8- _ _ 2016 ROAD & BRIDGE STANDARDS 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. co VDOT STANDARD CG -1 1 UCTILE IRON WATER PIPE INSTALLATION & BEDDING ITYPICAL FIRE HYDRANT ASSEMBLY DETAI� GATE VALVE (TYP) I No Scale [NO Scale No Scale No Scale LLI � {� o ax max ELECTRIC GENERATOR PLUG HINGE L ? t _SIDE VIEW _ OTHER WISE NOTED 1x6 B 2 x 4 RAIL DUMPSTERS _,X r FOR ALL BENDS FOR TEE OR WYE FITTINGS PAD WIDEN TRENCH TO ACCOMMODATE DO" R HINGES POSTS OUTSIDEELEVATION 12" CANE BOL TS 1 x 6 TRIMMER RRMM ANCHOR IF ��N��I��*��, ��N�� ED 450 F -VARIES -VARIES OUTSIDE GATE VIEW 450 75;DIAMETER )R TOUCH READ 1317 EX8CUtiV8 Blvd, Suite 200 F BEDDING AS Chesapeake, Virginia 23320 -2828 (757)622 PLAN VIEW REQU 114" SAG ROD 3" Dl/�METER FLA -1 - NO TE WITH TURNBUCKLE MIN _ _ UNDERN ATH 101, LIFT HANDLE OF CA S TER WHEELS ZT HATCH NOTE.- ALL LUMBER SHALL STONE PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL, r-1-j4W BE PRESSURE TREATED (FEET) CUND. 6" BEND TYPICAL METER VAULT 3'-0" L H T L H E 90 E FIG. W- 7A INSIDEELEVATION CASTER WHEELS 22 1/2 1.50 2.00 2,52 0.10 OUTSIDE DUMPS TER GA TE VIEW 90 3.66 3.16 3.21 0.48 IWATER METER VAULT TOP DUMPSTER PAD & GENERATOR ENCLOSURE DETAIL 11 1/4 1.66 2.16 2.67 0.13 No Scale � 1 . THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANCES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. �� D 4� 44' 4 ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS No Scale SHAPE TO ELEVATION 4 OF MID -POINT OF LARGEST PIPE. _ _ MIN. SHAPE TO CONTOUR rn«uc � COVER 17.5" 6" MIN- 4 Li STREET SURFACE OR 6" MIN (22.5- FOR COMPOUND METER) _j NON -PAVED AREA f � SLOPED AREA --' 2'- 0" RUBBER COATED STEEL STEPS 0 44 1 4A 3000 PSI 1CONC. BASE 0 C C SECTIONS WITH "0" RING SE4 SLOPE TO DRAN TO INVERT BENCH SLOPED TO W R APPROVED, EQUAL OF OUTLET PIPE 36" SECTION A -A CHANNEL 1/4" 1' |N | THE DROP CONNECTION SHALL BE 4 4 DUCTILE IRON PIPE (CLASS 50) < TRANSITION 13ETWEEN 4 PIPE DIAMETERS WHEN METHOD OF TREATMENT IN DROP INLETS 5" BACKRLLED IN 6" LAYERS AND 1, DFFERENT SIZES OF COMPACTED BY HAND TAMPERS OR z A PIPES ARE ENCOUNTERED. 1� N BACKFILLED WITH SELF -COMPACTING 14 (22.5" FOR COMPOUND METER) BRANCH _j _ _ MINIMUM ELEVATION DIFFERENCE Uj q 12"MIN 12"MIN ACROSS M.H. FROM INLET TO 37" MIN. NOTES;| SMOOTHSHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH OUTLET SHALL BE 0.20 FEET W >THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED SLOPE TO DRAN 2" Ila ON PLANS OR WHERE INVERT OF PIPE IS A13OVE INVERT OF " "" RT OF A FILLETED INVERT FOR A STRUCTURE. OUTLET PIPE A TRANSITION OF FLOW BETWEEN Lj MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED k INLET & OULET PIPE SHALL BE 0 z 12" MIW WINGNUT LOCKING ASS IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. PROVIDED. :D TH INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A Z� 06 PORTLAND CEMENT CONCRETE MIX CONFORMING 0 CLASS A3 OR & 0 0 CLASS C1, EXCEPT THAT 257 OF COARSE AGGREGATE MAY BE KEN CONCRETE OR BROKEN CONCRETE THE SURFACEFLEX|BLE C�NNE��ON -� UP TO 4" 1 DIAMETER AND CONSIST OF STONE, BROKEN BRICK, " ` :. : . ''- '�� ~' - ~~ ~ ^~`~'~' [� ---- | P|PE|NwANH0LE �� -B,p^ms ---OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. WITH STAINLESS STEEL - | - ALL CONNECTIONS TO ' \ �-w|w �^ aEo0ws vwTx w{/ s8 STONE BAND / EXISTING MANHOLES SHALL � DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 4 d PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED BE CORED AND A FLEXIBLE NOTES: INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET Ld CONFIGURATION AND FLOW LINES. �� CONNECTION " BOOT " SECTION B -B + �� BEDD|w� T*|CKNE�3 RE�u|RBwEwTS SHD�N �R[ w|w|Wu� allo aH�� 8E co 0 �z INSTALLED spEc|�o*u-, DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. NOTES:��==" � o. THE CONSULTANT anAu oETsRw|ws mmET*sn wAw*nLcs SHALL HAVE METHOD OF TREATMENT IN MANHOLEST sxTswoso on mow-cxTswoso BASES. 1. THE METER VAULT. o. ALL J0wT3, LIFT HOLES, INLETS, OUTLETS To BE SEALED a GROUTED 2. PRECAST OR POUR -|N -PLACE VAULTS SHALL BE 4''. |my|os AND OUT. ~ � sPcm�� oowomsn�now sx�u as n|vsw �on swTn�moc -- L THICKNESS FOR VAULTS CONSTRUCTED OF K�ASONARY BLOCK SHALL BE � TYPICAL � ( k� � k|L� �l| [� PLAN � -- '`'''`''~~'~ `''`^ 'ROAD MID BRIDGE STANDARDS DESIGN 0w 3E��Rs v0T� STEEP s�0pE� / // /��r��_ w/r�/v/ /�/�_�_ � J. OUTSIDE 0F THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WA PROOFING COMPOUND. WATER ' SHEET 1 ��[lWJ|N�� BRANCH T|� _ |N 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION SHOWING //�_ //� TYTzI(�/\L k�4K]��LE WITH [l[7[lP (�0��KjE<,TIOK] | | � TYPICAL METER VAULT (2 METER) NTS NTS FIG. S -I -B SHEET NTS FIGS-1-C A FIG, W -7C TD -27 TD-28TD-16 C1.2 211 WATER METER VAULT STANDARD MANHOLE AND INLET SHAPING (FOR ALL MANHOLE & INLET STRUCTURE) ISTANDARD INVERT DETAILS VALVE (TYP) ISTANDARD MANHOLE WITH DROP CONNECTION (TYP) No Scale No Scale No Scale No Scale _ � 1 | 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 i no G F 14 IQ C A UA 2 3 I 4 I 5 I 6 B-1, B-2 7 8 1 9 I 10 I 11 I 12 1/2 SECTION CAST IRON SECTION STEEL NOTES LUGS TO BE . . . . ......... . -.1 21/ 1. .1 "j WEEP HOLE (AS REQ'D.) /---STEPS (AS REQ'D,) WEEP HOLE (AS REQ'D.) 0 �i LW _j 0 LIM X 0 > in STEPS l(AS REQ - D.) > ALTERNATE JOINT DETAIL )c D X X J x L A 4 L CAST GALY. 9 2--7 IRON STEEL 4'-2" 2jBRACE M AN CAST WITH 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10'USE 7 1 STANDARD DI -IA A L CAST GALY. 2. THE `H" DIMENSION SHOWN ON THE IRON STEEL STANDARDS AND SPECIFIED ON THE PLANS 2jBRACE WILL BE MEASURED FROM THE INVERT OF 43.6 LBS 04 OPTIONAL IUNPL 3 LBS RIBS-< !/2" x 1!/2" x 4" V - Y2" X 4" STRUCTURE. LUGS -j 1 It / t, STUD SHEAR 611 x 611 - W5.5 x W5.5 WELDED L CAST GALY. 2. THE `H" DIMENSION SHOWN ON THE IRON STEEL STANDARDS AND SPECIFIED ON THE PLANS 66 ± WILL BE MEASURED FROM THE INVERT OF 43.6 LBS THE OUTFALL PIPE TO THE TOP OF THE 3 LBS LTINCLUDING INCLUDING LUGS ICONNECTORS APPROXIMATE ONLY FOR ESTIMATING !/2" x 1!/2" x 4" V - Y2" X 4" STRUCTURE. LUGS -j 1 It / t, STUD SHEAR 611 x 611 - W5.5 x W5.5 WELDED L L (GRATE REMOVED) 2. THE `H" DIMENSION SHOWN ON THE CONNECTORS STANDARDS AND SPECIFIED ON THE PLANS WIRE FABRIC OR EQUIVALENT AREA WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE 1, MONOLITHIC 7 APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS, 72" 3. WHEN SPECIFIED ON THE PLANS THE all 48" INVERT IS TO BE SHAPED IN ACCORDANCE •FOC�TING WITH STANDARD IS -1. THE COST OF C14 !e FURNISHING AND PLACING ALL MATERIALS MIN RAISED MTERING INCIDENTAL TO THE SHAPING IS TO BE I !: � I SK INCLUDEDIN THE BID PRICE FOR THE !/2" x 1!/2" x 4" V - Y2" X 4" STRUCTURE. LUGS -j 1 It / t, STUD SHEAR 611 x 611 - W5.5 x W5.5 WELDED L L (GRATE REMOVED) H71 1 CONNECTORS IN THE EVENT ME INVERT Or InE. OUTFALL PIPE IS HIGHER THAN THE WIRE FABRIC OR EQUIVALENT AREA ABSOLUTE MAXIMUM 36" . . . ...... SEE DETAIL A ---(a 6" 18" BOTTOM OF THE STRUCTURE, THE INVERT 1, MONOLITHIC 7 2" W, 27" 1 601, OF THE STRUCTURE SHALLBE SHAPED WITH CEMENT MORTAR TO PREVENT ad 42" 72" SECTION B -B all 48" STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING •FOC�TING N C14 !e COLLAR DETAIL MIN RAISED MTERING AND PLACING ALL MATERIALS INCIDENTAL TO INLET SHAPING IS TO BE INCLUDED I !: � I SK Lin. FtA C4 SEE STANDARD T Lbs. IN THE BID FOR L 6: CL 4 z Z�-� PRICE THE STRUCTURE, DI + a" + 2X 1 DIMENSIONS FOR S TO WATERWAY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER, FOR DETAILS SEE FB -72 VIRGINIA DEPARTMENT OF TRANSPORTATION CAST IRON ONLY DETAIL B Di -3A, 38, 3C STANDARD ST -1. EXPANSION KEYED U, 4' TABLE OF QUANTITIES 2.59 6. THIS ITEM MAY BE PRECAST OR CAST - DOGHOUSE WITH FOOTING 2 DETAIL A D 5'-7" IN-PLACE. NOTES: 4 11-6" 61� HARDWARE 2'- -1 CLOTH 7 1`3" SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C -C TO BE 11-0.. ALTERNATE DESIGN, 2°-7-- /-4" DEPTH AGGR I I I IN' Z PLACED IN ALL AREAS ADJACENT I. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT, FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 1 CONCRETE SHALL BE 4000 PSL 4, WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5 DIMENSIONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER A , ° b, .1 n A f I I CLASS A3 (3000 PSI). PRECAST 6. "D" IS NOMINAL DIAMETER. CONCRETE IS TO BE 4000 PSI. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED v 10. ANY ALTERNATE METHODS OF ANCHORAGE 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, SECTION A -A LLL -J Lv aj_�j _2" THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING SEE DETAIL 13 7- -7 MEETING THE APPROVAL OF THE ENGINEER OR PONDING OF WATER IN THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 8, TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. ONE PIPE EXITING STRUCTURE) 12" CO 91IRMINWAPPROXIMATE WEIGHT LUGS AS SHOWN HEREON. CONCRETE PIPE - 1.440 CU. YD- CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE 11/4-11 IIYI- nOATC *XAT + 10 1 - I -- 18" CONCRETE PIPE 1,620 CU. YD. CONCRETE 111G IS REQUIRED ON ALL LA -1 24" CONCRETE PIPE 1,817 CU, YD. CONCRETEGRATS. OCATION OF LE SECTION C -C SECTION D -D VARYEBYLMANUFACTUTTERING MAY RER. ADDITIONAL CFOOYDOPER EPTH. GRATE DETAIL XVDOT L DIMENSIONS SPECIFICATION REFERENCE D X MINIMUM Y SUGGESTED MINIMUM MAX. PIPE SIZE ABSOLUTE MAXIMUM 36" 4$1 6" 18" 21" 48" 5"" 61, 24" 27" 1 601, 5" 81, 36" 42" 72" 6" all 48" 54" 84" N 12" - 24" PIPE: MAXIMUM DEPTH (H) - 101 Lin. Ft # 96" 8 I !: � I SK Lin. FtA A , ° b, .1 n A f I I CLASS A3 (3000 PSI). PRECAST 6. "D" IS NOMINAL DIAMETER. CONCRETE IS TO BE 4000 PSI. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED v 10. ANY ALTERNATE METHODS OF ANCHORAGE 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, SECTION A -A LLL -J Lv aj_�j _2" THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING SEE DETAIL 13 7- -7 MEETING THE APPROVAL OF THE ENGINEER OR PONDING OF WATER IN THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 8, TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. ONE PIPE EXITING STRUCTURE) 12" CO 91IRMINWAPPROXIMATE WEIGHT LUGS AS SHOWN HEREON. CONCRETE PIPE - 1.440 CU. YD- CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE 11/4-11 IIYI- nOATC *XAT + 10 1 - I -- 18" CONCRETE PIPE 1,620 CU. YD. CONCRETE 111G IS REQUIRED ON ALL LA -1 24" CONCRETE PIPE 1,817 CU, YD. CONCRETEGRATS. OCATION OF LE SECTION C -C SECTION D -D VARYEBYLMANUFACTUTTERING MAY RER. ADDITIONAL CFOOYDOPER EPTH. GRATE DETAIL XVDOT L STANDARD PRECAST BASE UNITS SPECIFICATION REFERENCE /-#68 #7 OR #8 � 61PWIDTH ADJACENT TO CURB STANDARD DROP INLET REINFORCING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CONCRETE FORUSE IN SAGS FEET ROAD AND BRIDGE STANDARDS CU.YARDS TO -DullIN10 �.IVIIAIRLIM TO rmrycmu SETTLEMENT. IN LIEU OF DOWELS A 2"X4" NOTCH MAY BE PROVIDED. WEIGHT 0.5 SHEET 1 OF 1 REVISION DATE Cu. Yds. No. 105 SHEET 1 OF 1 REVISION DATE No. 12" - 24" PIPE: MAXIMUM DEPTH (H) - 101 Lin. Ft # 233 Lin, Ft.* No. Lin. FtA C4 SEE STANDARD T Lbs. DI -3A FL CL 6: CL 4 302 Z�-� - REVISION•ATE 1 5'-7" 104.01 3"-2" - VIRGINIA DEPARTMENT OF TRANSPORTATION - - Di -3A, 38, 3C -DI -3, 4 FOR EXPANSION KEYED U, 4' TABLE OF QUANTITIES 2.59 COLLAR 3" DIAMETER 2 FOR DETAILS OF INLET CONST.JOINT BARS 0 APPROACH 5'-7" 3 3'-2'1 4 11-6" 3 11-611 4 11-0.. ALTERNATE DESIGN, 0.45 6' IN' Z �o ;r 5 3'-6" 6 WEEP HOLE SEE NOTE 8 3 �� 3 3'-2" 4 .3--6" 3 11-61, 4 11-01, 1 2 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH I/ " MESH 167 3.46 5 mm lr 61-711 to 61-10" 3 5'-7" 3 3,-24, 4 5'-6" 3 V-61. 4 T-011 168 DI -313 C14 4.58 OR GALVANIZED STEEL WIRE 5 7'-6" 14 6'-7" to 6'-10" 3 5'-7" 12"-15"-18" OR 24" 4 7'-6` 3 1'-611 4 1,-0., 204 12' 5.50 AUNIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH 5 9'-6" N TO 2 j eV (N -°,op) j J 3 5'-7" 3 31-2 4 9'-6" 3 1'-6i 4 11-0.. 251 14' HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 4.78 5 I1'-13" 22 o A, 3 . tm Aum 3'-2" 4 11'-6" 3 V-6" unq 11-011 I 9. CAST IN PLACE CONCRETE IS TO BE A , ° b, .1 n A f I I CLASS A3 (3000 PSI). PRECAST 6. "D" IS NOMINAL DIAMETER. CONCRETE IS TO BE 4000 PSI. DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED v 10. ANY ALTERNATE METHODS OF ANCHORAGE 7, IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, TO 4'-0" MAXIMUM, SECTION A -A LLL -J Lv aj_�j _2" THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING SEE DETAIL 13 7- -7 MEETING THE APPROVAL OF THE ENGINEER OR PONDING OF WATER IN THE STRUCTURE. *ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND CONCRETE QUANTITIES FOR MIN. DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON 8, TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. ONE PIPE EXITING STRUCTURE) 12" CO 91IRMINWAPPROXIMATE WEIGHT LUGS AS SHOWN HEREON. CONCRETE PIPE - 1.440 CU. YD- CONCRETE CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY JOINTS ARE TO BE SEALED WITH MORTAR, O-RING GASKETS, OR BUTYL RUBBER. 15" CONCRETE PIPE - 1,528 CU. YD, CONCRETE 11/4-11 IIYI- nOATC *XAT + 10 1 - I -- 18" CONCRETE PIPE 1,620 CU. YD. CONCRETE 111G IS REQUIRED ON ALL LA -1 24" CONCRETE PIPE 1,817 CU, YD. CONCRETEGRATS. OCATION OF LE SECTION C -C SECTION D -D VARYEBYLMANUFACTUTTERING MAY RER. ADDITIONAL CFOOYDOPER EPTH. GRATE DETAIL XVDOT L STANDARD PRECAST BASE UNITS SPECIFICATION REFERENCE XVOOT ADJACENT TO CURB STANDARD DROP INLET REINFORCING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CONCRETE FORUSE IN SAGS FEET ROAD AND BRIDGE STANDARDS CU.YARDS Concrete BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT 0.5 SHEET 1 OF 1 REVISION DATE Cu. Yds. No. 105 SHEET 1 OF 1 REVISION DATE No. 12" - 24" PIPE: MAXIMUM DEPTH (H) - 101 Lin. Ft # 233 Lin, Ft.* No. Lin. FtA VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Lbs. DI -3A 2-6" 1.15 2.26 302 103.11 - REVISION•ATE 1 5'-7" 104.01 3"-2" - VIRGINIA DEPARTMENT OF TRANSPORTATION - - Di -3A, 38, 3C 1'-0" EXPANSION KEYED U, 4' TABLE OF QUANTITIES 2.59 DI -3A, 38, 3C 11-611 2 FOR DETAILS OF INLET CONST.JOINT BARS 0 APPROACH 5'-7" 3 3'-2'1 4 SEE STANDARD IC -2, LU • 0 BAR$ 8 �wwwwwwwwwwwwwwwwwwwwwwwwwwww■ r��rrrrrr■rwing a a a Ong a --va-AR F -L-BAR A BARS D FACE OF CURB GUTTER C �RC K C ONTROL JOINT CRACK CONTROL JOIN TYPE L AREA OF SLOT 0 DEPTH ADJACENT TO CURB MANHOLE REINFORCING STEEL BRICK CONCRETE FORUSE IN SAGS FEET WITHOUT GUTTER CU.YARDS Concrete BARS A BARS 8 BARS C BARS D BARS E BARS F BARS G WEIGHT 0.5 Ft. Sq. Ft. Cu. Yds. No. Lin. Ft. No. Un. Ft. No. Lin. Ft. No. Lin. Ft # No, Lin, Ft.* No. Lin. FtA No, Lin. FtA Lbs. DI -3A 2-6" 1.15 2.26 - - - REVISION•ATE 1 5'-7" 3 3"-2" - - - - 6 1'-0" 22 0.970 4' 1.83 2.59 5 11-611 2 6`-7 to W-10" 3 5'-7" 3 3'-2'1 4 11-6" 3 11-611 4 11-0.. 64 0.45 6' 2.75 3.02 5 3'-6" 6 6'-711 to W-1011 3 5--7" 3 3'-2" 4 .3--6" 3 11-61, 4 11-01, ill 8- 167 3.46 5 5--6" 10 61-711 to 61-10" 3 5'-7" 3 3,-24, 4 5'-6" 3 V-61. 4 T-011 168 DI -313 10, 4.58 3.90 5 7'-6" 14 6'-7" to 6'-10" 3 5'-7" 3 3--2' 4 7'-6` 3 1'-611 4 1,-0., 204 12' 5.50 4.34 5 9'-6" 18 61-711 to $.-loll 3 5'-7" 3 31-2 4 9'-6" 3 1'-6i 4 11-0.. 251 14' 6.42 4.78 5 I1'-13" 22 61-711 to W-10" 3 5--7" 3 3'-2" 4 11'-6" 3 V-6" 4 11-011 298 16' Z.'35.22 5 13--6" 26 61-7" to W-10" 3 5--7" 3 3'-2: 4 131-6.. 3 V-6" 4 11-01. 345 18. 8.21 5.66 5 15--6" 30 61-7 12 6'- 0" 3 5'-7" 3 3'1 4 151-6" 3 V-6" 4 1,-0,. 391 20' 9.17 6.09 5 171-6" 34 6'-7" to 6'-10" 3 5'-7" 3 3'-2'F 4 17'-6" 3 1'-6" 4 1 1--011 438 6 2.75 3.01 10 11-91, 4 6'-7" to W-10" 5 5'-7" 3 3'-2" 8 T-, W 6 11.6" 2 1 11, 1-0 ill 8. 3.67 3.45 10 2'-9" 8 6'-7*1 to 6'-10" 5 5'-711 3 3--2' a 2'-9" 6 1'-6" 2 11 -o -I 158 IV 4.58 3.89 10 3'-9" 12 6--7" to W-10" 5 51-711 3 3'-2" 8 31-9" 6 11-61, 2 T-011 205 12' 5.50 4.33 10 4--9" 16 6'-711 to -" 1100 -L-4- 5'-7" 3 3'-2" 8 41-9" 6 V-6" 2 11-01. 252 DI -3C 14' 20 -, 6'-7" to 0., - 5�-7" 3 5"-9" 6 ll-Wl 2 T-011 298 16, 733 5.21 10 1 6,-9" 24 61-7 to 6'-10" 5 5--7-1 3- 3'-2" 8 61-91. 6 11-611 2 11-01, 345 18' 825 5.65 10 1 7'-9" 28 61-711 to 6'-10" 5 1 5'-71' 3 3--2" 8 7--9" 6 1.-6.. 2 11-01, 1:1=91; 6.09 10 R. -g., - 32 61-7" to 6'-10" 5 1 5'-7" 3 3'-2" 8 V.go r, 1.-6, - 439 Zn :j I , - . .' , I � , . 7" NOTES - - - - - --- - - - - - - - - - - - - - - - I lz�" , , z '' , I 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7. # 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE BARS F BARS E L,._ B C1q zao 12" C -C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO *3" DIAMETER BARS E 2. THE "H" DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. WEEP HOLE8" 1`8" 81, BARS 8 AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT, FRONT ELEVATION L BARS F MEASURED FROM THE INVERT OF THE OUTFALL %. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (GUTTER REMOVED) PIPE TO THE TOP OF THE STRUCTURE. 8, 3" DIAMETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES, THE AMOUNT 1114 PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY DRAIN SUBBASE MATERIAL. WEEP HOLE WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ESTIMATING PURPOSES AND THE ACTUAL 12"X12" PLASTIC HARDWARE CLOTH 1/4" MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF Ly 5X1/4" BENT PLATE A SECTION B -B DIMENSIONS SHALL BE DETERMINED BY THE OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 18" CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03", NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT �N CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH, 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. 14 TO BE SHAPED IN ACCORDANCE WITH STANDARD 17, LENGTH OF ANGLE IRON AS SHOWN ON SHEET I TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 CG -7 STANDARDS. ' R L2'/2"X21/2"X1/4" IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L+16" AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". GALVANIZED INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 18. * DENOTES LENGTH OF ONE (1) BAR. TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CG -6 STANDARDS, TYPE A TYPE B X 4" STUD SHEAR CONNECTOR WELDED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2'C -C, IN THE EVENT THE INVERT OF THE OUTFALL ALL OPENINGS BY 2". 19. ALL REINFORCING BARS TO BE #5. CONNECTORS AND IS TO BE ANCHORED WITH VZ" X 4" STUD SHEAR4. PIPE IS HIGHER THAN THE BOTTOM OF THE WELDED TO SENT PLATE AT 2'C -C, NOSE DETAILS STRUCTURE, THE INVERT OF THE STRUCTURE 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED IN 4'-0" MEDIAN, BACK OF 2" SHALL BE SHAPED WITH CEMENT MORTAR TO (3000 PSI), PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM TO AFF'H PAVEMENT PREVENT STANDING OR PONDING OF WATER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE. THE COST OF FURNISHING 01-3A L DI -36 L DI -3C L WARPED PAVEMENT AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. . ......... 13. IF INLET IS CONSTRUCTED IN MEDIAN CURB OR - - - -- - 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE FLOW :r FLOW FLOW OR GREATER. FOR DETAILS SEE STANDARD ST -1. OMITTED (SEE DETAIL). 6, THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DE T -ALL -&MEN -USED ----J DETAILS SHOWN ON STANDARD DRAWING DI -MB. 11 114 -BAR F BAR A I NOTE 5 FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT AIRS D GUTTER FACE OF CUREI-/ 8" 2'-8" 18" SUFFICIENTLY LOW TO PERMIT PROPER ?,CRACK CONTROL JOINT CRACK CONTROL JOINT I - I ADJUSTMENT OF COVER AND FRAME TO N - O" 4'-0" GRADE BY THE USE OF MORTAR OR I W% BRICK AS DIRECTED BY THE ENGINEER. I - SECTION IUN A - &MIN PLAN 61 MIN', 10'MA L -VARIABLE -MAX. 20' 10'MAX. KEYED CONST. JOINT 2'-10W ATRED P r GUTER 2" AR GUTTER _AI APPROACH S A ��Ikm 1w I I I -------- - - - - - - - --- - 3ARS G- -BARS --*3" DIAMETER F --BARS E NBARS E WEEP HOLE FRONT ELEVATION BARS F 811 81, BARS B (GUTTER REMOVED)1114' 3'-0" (L t LU x 1 0 0-j 5XI/4" BENT PLATE SECTION B -B 1 --Lu 0 TYPE A NOSE DET SHALL BE USED WITH CG -3 & CG -7 STANDARDS. I/4' R L21/2'1X21/,, "XI/' A TYPE B N 1 1 GALVANIRD I SHALL BE USED WITH CG -2 STANDARDS. TYPE A TYPE B X 4" STUD SHEAR CONNECTOR WELDED rb, GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68"30' TO ANGLE IRON AT VC -C. C4 a. w CONNECTORS AND IS TO BE ANCHORED WITH Y211 X 4" STUD SHE)AR0 w NOSE DETAILS WELDED TO SENT PLATE AT 2'C -C. 4 APPR. PAVEMENT DI -3A L t DI -3B L DI -3C L WARPED PAVEMENT --T-ow FLOW Ll DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 SHEET 1 OF 5 SKCFXATO STANDARD CURB DROP INLET FOEffla 1211 - 3011 PIPE: MAXIMUM DEPTH (H) n 8' 233 104 09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 rFLAT SL ON STAT SUBSTIT SECTION THE EN( HALF SECTION A -A m = m = a BEVEL 45' ammmm (WITH FRAME AND COVER REMOVED) iA BRICK CONCRETE 7/0 Zzzz% I V/1 V/1 TABLE OF QUANTITIES 0 DEPTH ADJACENT TO CURB MANHOLE CONCRETE MANHOLE 0 BRICK CONCRETE FORUSE IN SAGS FEET WITHOUT GUTTER CU.YARDS CU.YARDS 4 0.5 0,785 IBOTH SIDES TO BE SYMMETRICAL 5 0.7 0.785 1,699 XVDOT• STANDARD CURB DROP INLET 0.785 1.961 7 STANDARD CURB DROINLET 0.785 XV00P I ROAD AND BRIDGE STANDARDS - --------- - ------- -- 12" - 30" PIPE., MAXIMUM DEPTH (H) 8' VIRGINIA DEPARTMENT OF TRANSPORTATION 0,785 12" 30" PIPE: MAXIMUM DEPTH (H) 8' VIRGINIA DEPARTMENT OF TRANSPORTATION 9 ROAD ANDDBRIDGE STANDARDS 0.785 2.747 10 III REVISION DATE REVISION•ATE 3.009 11 119 0.970 3,455 12 2.2 0.970 3.817 13 2.5 0.970 # 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 HALF PLAN VIEW 0.970 5.265 174.0 4'-8"- (2 x WALL THICKNE 6.032 INCREMENT 0.45 - ,"�!��BARS C 6" UL&z ARS F F7 T-1 f -BARS B Q) ro 00 Immmummommmmumm N =MIMI SEE STANDARAD SL-IFOIR APPLICABILITY OF SAFETY SLABS. MUNLAKALMELMEJELMILMILM -4 B as_- B 11 114 -BAR F BAR A I NOTE 5 FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT AIRS D GUTTER FACE OF CUREI-/ 8" 2'-8" 18" SUFFICIENTLY LOW TO PERMIT PROPER ?,CRACK CONTROL JOINT CRACK CONTROL JOINT I - I ADJUSTMENT OF COVER AND FRAME TO N - O" 4'-0" GRADE BY THE USE OF MORTAR OR I W% BRICK AS DIRECTED BY THE ENGINEER. I - SECTION IUN A - &MIN PLAN 61 MIN', 10'MA L -VARIABLE -MAX. 20' 10'MAX. KEYED CONST. JOINT 2'-10W ATRED P r GUTER 2" AR GUTTER _AI APPROACH S A ��Ikm 1w I I I -------- - - - - - - - --- - 3ARS G- -BARS --*3" DIAMETER F --BARS E NBARS E WEEP HOLE FRONT ELEVATION BARS F 811 81, BARS B (GUTTER REMOVED)1114' 3'-0" (L t LU x 1 0 0-j 5XI/4" BENT PLATE SECTION B -B 1 --Lu 0 TYPE A NOSE DET SHALL BE USED WITH CG -3 & CG -7 STANDARDS. I/4' R L21/2'1X21/,, "XI/' A TYPE B N 1 1 GALVANIRD I SHALL BE USED WITH CG -2 STANDARDS. TYPE A TYPE B X 4" STUD SHEAR CONNECTOR WELDED rb, GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68"30' TO ANGLE IRON AT VC -C. C4 a. w CONNECTORS AND IS TO BE ANCHORED WITH Y211 X 4" STUD SHE)AR0 w NOSE DETAILS WELDED TO SENT PLATE AT 2'C -C. 4 APPR. PAVEMENT DI -3A L t DI -3B L DI -3C L WARPED PAVEMENT --T-ow FLOW Ll DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SHEET 1 OF 2 SHEET 1 OF 5 SKCFXATO STANDARD CURB DROP INLET FOEffla 1211 - 3011 PIPE: MAXIMUM DEPTH (H) n 8' 233 104 09 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 106.01 rFLAT SL ON STAT SUBSTIT SECTION THE EN( HALF SECTION A -A m = m = a BEVEL 45' ammmm (WITH FRAME AND COVER REMOVED) iA BRICK CONCRETE 7/0 Zzzz% I V/1 V/1 NOTESt 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE, 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. SK%'ICATO MANHOLE FOR 12" - 48" PIPE CULVERTS RUMNCE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 TABLE OF QUANTITIES 0 DEPTH BRICK MANHOLE CONCRETE MANHOLE 0 BRICK CONCRETE CONCRETE_ FEET THOUSANDS CU.YARDS CU.YARDS 4 0.5 0,785 1.437 5 0.7 0.785 1,699 6 0.9 0.785 1.961 7 1.0 0.785 2,223 a 1.2 0,785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 119 0.970 3,455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 14 0.970 5.265 174.0 1.173 6.032 INCREMENT 0.45 - 0.582 NOTESt 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH, 4. MATERIALS MAY BE BRICK CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE, 6. ALL CONCRETE TO BE CLASS A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. SK%'ICATO MANHOLE FOR 12" - 48" PIPE CULVERTS RUMNCE VIRGINIA DEPARTMENT OF TRANSPORTATION 302 0� Q� LU u) LLI y) 0- 1-- a- I-- CL C) Z 0 Z r-) Z LLJ LU Ljj LU LLj UJ C) co U) 5; w0 w0 WO LIJ w 0 EU w 6 r) W (1) E 0 Z C� 0 C) z Lo 0 0 0 F= 2 0 v E U) < meq M N r O ry 0 (j) < LU 2 C� U 00 0� T- Lr) LLI o E 01 z N 0 00 z Q) LU V j 0 01 LL! F- 0 w u < 0) W (D Z 0 Q) < U� C 0) 0 U) Q) ro 00 C) w 0� Q� LU u) LLI y) 0- 1-- a- I-- CL C) Z 0 Z r-) Z LLJ LU Ljj LU LLj UJ C) co U) 5; w0 w0 WO LIJ w 0 EU w 6 r) W (1) U) 0 Z z z Lo 0 0 0 2 2 2 U) < > ui M N r 2 ry 0 (j) (0 T - T- 0 rl- CY) co Lo Lu < 0 W z0 LO U) U) U) < > ui M N r 2 ry (0 T - T- 0 C) C14 CY) co LO U) U) uj UJ r0o- 0 LLI Z (D Z LLJ 0 (j) < LU 2 C� LU 0� T- F- LLI o 0 0 J H r�- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 31 Lic. No. 0402048507 X- '-""O"AL -j 0 0 U) Z V 1j Uj < -j 2 2 < LLJ I 0� (D F- LLI > IN Lj-1I 0 00 z 06 LU V j 0 LL! F- 0 w 0 < z W (D Z 0 < Q r�SHEET C1.3 it --- - -- - -■ I 1 1 2 I 3 i 4 I 5 I 6 I 7 I I a i 1n I 41 I E D C B A J w 0 Le 11 -4 110 Al 0 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 2 I 3 STEEL PLATE T^^ 11 r 84 STORAGE CRAGE PIPE 483.24 10 YEAR WSE 483.03 2YEAR WSE 482.114 15" ORIFICE INV 479.50 ELEV. 476.24 INV 476.24 NOTE: SLOPE 84" PIPE TOWARDS THE WEIR PLATE AT 0.50% WEIR PLATE SECTION SWM FACILITY A - WEIR PLATE DETAILS No Scale t14 2�r I 'PLAN \(IIEW SECTIOR.A-A BAYFILTER DETAILS No Scale V WOODBROOK 'ES I3AYFILT8R 8-12-6 :SYSTEM A E ", M E I JIV rP�,,7 M V k o uo r m w r Or" V� 1w ZU) 2 YEAR WSE JIM M RIFIF5 0 ltnrE� LNr P, I F 20LENGITHS 8 T V 2) .20' LENGTHS V W _T.'en tov Dew i4o9bx EAve 1-8043AYSSAVER -2 2" Mo,kmt. Airy� wa-2471 '-we 2*7 83 "wmucmmi Lo-vo 002c, H3 , on, tWNCfP B'f "L t N' ',"U A r ATACHMENT� i', E �EF A BAYFILTER DETAILS No Scale V WOODBROOK 'ES I3AYFILT8R 8-12-6 :SYSTEM A STEEL PLATE r Or 72" STORAGE ORAGE PIPE .EV. = 486.00 __17 10 YEAR WSE M E 485.76 ZU) 2 YEAR WSE z —484.57— — LNr P, 0 20LENGITHS 8 T V 2) .20' LENGTHS V W .5 I QorrUqqtlQn1 t--41LET STUEB 0101% L 5; 0 N r 5 Atumfnized Type :2, No Scale LJJ LLI 5 < z U 0� LUq _J ---------- _C1 --Ali In" Pipe is 16 Gouge, E C5 12' Q A` ARCHITECTS, PC z ::D �X ;.;.orruqc �on, Inspection and Mai ntenen co >< Chesapeake, Virginia 23320 -_� LL OF Mi 'EF,"iALS (757)622-2828 tecontinue operating1, at the -design effidlen,cy-The Remove the, manhole roversand Aiunndni��-�M Type 2;B! LU (a) 1,5" STUB 5'� ST V B LLJ 4-_ > U-) U� -Ali 8" Pi1p e is, 16 G-Quqrs- rJ - MM�k':, GESCROTiCYN INO, PEOUIRED 1l" X I Dorrugo,tion, > A 84 7 bowy,with 18" ,] Stub, 1,rfl-,A_�stub, ::0io,'r Flute & BuWie 6, is safe, per OSHA Standard's or use a breathing Aft-immi;-Zed Ivpe �2; Dosrare Lines lndicctWeld, The maintena grace cycle of the $ay systern will be -Fliter apparatus.;Uso tow 02, Kh CO. or orther applicable R VIE -_W . .. ..........t (2.0.'"&� Long) with 15" Stub diriven, mostly by the actual solids load on the filter, The warning devices per r6grlifet-,ry.re,4u!r6iiieiit-,� -AN d tobecartain Ld r;1 -All Reinforce, e ,all ill Mpet AS �Tlvl A908. I U=vacuum' tnic�k rern.ove army liquld and STEEL PLATE r Or 72" STORAGE ORAGE PIPE .EV. = 486.00 __17 10 YEAR WSE M E 485.76 ZU) 2 YEAR WSE z —484.57— — C: Qi 0 E 0 0 Q? E C) V W .5 I QorrUqqtlQn1 It 0101% w < 5; 0 N r 5 Atumfnized Type :2, No Scale LJJ LLI 5 < z U 0� LUq _J ---------- _C1 --Ali In" Pipe is 16 Gouge, RRMM C5 Nz ARCHITECTS, PC z ::D C) ;.;.orruqc �on, Inspection and Mai ntenen co >< Chesapeake, Virginia 23320 0 LL OF Mi 'EF,"iALS (757)622-2828 tecontinue operating1, at the -design effidlen,cy-The Remove the, manhole roversand Aiunndni��-�M Type 2;B! LU (a) mpintenance.process corrlpflse� tne, rernavial and open all access hatches, LLJ 4-_ > U-) U� -Ali 8" Pi1p e is, 16 G-Quqrs- rJ - MM�k':, GESCROTiCYN INO, PEOUIRED 1l" X I Dorrugo,tion, 0 rJ A 84 7 bowy,with 18" ,] Stub, 1,rfl-,A_�stub, ::0io,'r Flute & BuWie 6, is safe, per OSHA Standard's or use a breathing Aft-immi;-Zed Ivpe �2; Dosrare Lines lndicctWeld, The maintena grace cycle of the $ay systern will be -Fliter apparatus.;Uso tow 02, Kh CO. or orther applicable 84" Pipe . .. ..........t (2.0.'"&� Long) with 15" Stub diriven, mostly by the actual solids load on the filter, The warning devices per r6grlifet-,ry.re,4u!r6iiieiit-,� 4� 47 d tobecartain '34' prl 001 "1, 1 MUL with r;1 -All Reinforce, e ,all ill Mpet AS �Tlvl A908. I U=vacuum' tnic�k rern.ove army liquld and Ac LM,�) spdi that canoe removed Prior to en's t. I -4 --Refem to Sheet. 2, of 2 fC,�r cycle could be more or lesz than the projected, duration, 84;Pi P Q (2f04-0` Long W 5" St8„#b inatdlicjtlo�n fkbtes E 84' Fjpe (1,Z'-o' Long). w 1'k 1-, 19 u I k1h e a d P E V 1 'S01 0 WES Pipe (20'-0" Ldrq) DATE. N' Q T E Nlecessfiry B4" Conne.ctiqg, B�ands.._with 3qsket2 19 3.3 !, 17 ReV,5ED. PER Ci-,40NEERS N&.95 1 of SWM FACILITY A & B DETAIL No Scale 1 4 I 5 I 6 STEEL PLATE r Or 72" STORAGE ORAGE PIPE .EV. = 486.00 __17 10 YEAR WSE M E 485.76 ZU) 2 YEAR WSE z —484.57— — ELEV. 480.00 ORIFICE WITH TRASH RACK INV 480.00 NOTE: SLOPE 72" PIPE TOWARDS THE WEIR PLATE AT 0.50% WEIR PLATE SECTION SWM FACILITY B - WEIR PLATE DETAILS No Scale EM 110 F-Mrm FLOvy wq� I qARff*.1GE Tyn WOODBROOKES vENL� �PP3M&1TCAPACl1Y �WPLBS ww www17 BAYFILTER72-3 4TH SYSTEM, B 21, x 4" cort-waction, F31LL OF MATERIALS Ak�miihl'zecl. Typ�_, 2 Lin,as 1016cat;6�i weld, DESCRIP'TION NQ� RF-OUIRED -Ue L': rig S nds, a --AP Re'liriforcf�-mon* Shol mvet 'ASTM A19148, it A 72" Pipie With 12" Stub C, f,4 -R�,,fer, to, Sheet 2 of 2: for I' *rr t 721'4�w V1 -Stvb,�, 'Weir �Plute &Akhi�ad 1 ("1 7211 pip- 05 o' Long) :with 1(5" REV,K&�O NS_ 72K�- Pip,, (2?6-0" Lqng) 7 NO, 8�, DATE NOTES: PAGE-, I of 2 Necessary 12 Connectinq Bonds with GrAskets P,k_ENGINEER� NOTE -S 7 1 8 1 9 1 10 w w 0 W u) Z Z oz w LIJ W W W W 0 wo wo wo RU ry c) EC) 0 U) M E • FOLLOW BAYFILTER MAINTENANCE PROCEDURES BELOW OR USE OF ONE OF THE CONTRACTORS, ZU) C, 0 z LO r) CN C: Qi 0 E 0 0 Q? E C) V W U) It 0101% w < 5; 0 N r 5 z No Scale LJJ LLI 5 < z U 0� LUq _J ---------- _C1 W> RRMM C5 Nz ARCHITECTS, PC z ::D C) 1317 Executive Blvd, Suite 200 F Inspection and Mai ntenen co >< Chesapeake, Virginia 23320 0 ul;� (757)622-2828 tecontinue operating1, at the -design effidlen,cy-The Remove the, manhole roversand 0 LU (a) mpintenance.process corrlpflse� tne, rernavial and open all access hatches, LLJ 4-_ > U-) U� 2. Before rJ cleaningofthe va ult or manhole with a vacuum trock.. 0 rJ P is safe, per OSHA Standard's or use a breathing J_ 4 The maintena grace cycle of the $ay systern will be -Fliter apparatus.;Uso tow 02, Kh CO. or orther applicable 0,0" diriven, mostly by the actual solids load on the filter, The warning devices per r6grlifet-,ry.re,4u!r6iiieiit-,� w w 0 W u) Z Z oz w LIJ W W W W 0 wo wo wo RU ry c) EC) 0 • INSPECT EVERY 6 MONTHS FOR THE FIRST YEAR OF OPERATION. • AFTER THE FIRST YEAR INSPECT ONCE A YEAR PREFERABLY IN THE SPRING. INSPECTION SHOULD BE DONE BY OPENING TOP OF VAULT AND VISUALLY CHECKING SEDIMENT LEVEL IN BOTTOM OF VAULT, • IT SHOULD NOT BE NECESSARY TO ENTER VAULT FOR INSPECTION, BAYFILTER VAULT IS CONSIDERED A CONFINED SPACE AND REQUIRES A CONFINED SPACE PERMIT AND FOLLOWING OSHA STANDARDS TO CHECK AIR SAFETY, • INSPECTION SHOULD MONITOR AND RECORD SEDIMENT LEVEL IN THE BOTTOM OF THE VAULT • WHEN SEDIMENT IS OBSERVED TO BE COVERING THE TOP OF THE PVC PIPE MANIFOLD OR REACHING BOTTOM OF THE FILTERS: MAINTENANCE IS REQUIRED • THIS ENTAILS REPLACEMENT OF FILTER AND CLEANING OF VAULT (APPROXIMATELY EVERY 2 TO 3 YEARS) J H U) CO • FOLLOW BAYFILTER MAINTENANCE PROCEDURES BELOW OR USE OF ONE OF THE CONTRACTORS, ZU) z z LO r) CN 0 0 0 FOR TRAINING OR ADVICE. C) V W U) 0101% w < 5; M N r 5 z No Scale LJJ LLI 5 • INSPECT EVERY 6 MONTHS FOR THE FIRST YEAR OF OPERATION. • AFTER THE FIRST YEAR INSPECT ONCE A YEAR PREFERABLY IN THE SPRING. INSPECTION SHOULD BE DONE BY OPENING TOP OF VAULT AND VISUALLY CHECKING SEDIMENT LEVEL IN BOTTOM OF VAULT, • IT SHOULD NOT BE NECESSARY TO ENTER VAULT FOR INSPECTION, BAYFILTER VAULT IS CONSIDERED A CONFINED SPACE AND REQUIRES A CONFINED SPACE PERMIT AND FOLLOWING OSHA STANDARDS TO CHECK AIR SAFETY, • INSPECTION SHOULD MONITOR AND RECORD SEDIMENT LEVEL IN THE BOTTOM OF THE VAULT • WHEN SEDIMENT IS OBSERVED TO BE COVERING THE TOP OF THE PVC PIPE MANIFOLD OR REACHING BOTTOM OF THE FILTERS: MAINTENANCE IS REQUIRED • THIS ENTAILS REPLACEMENT OF FILTER AND CLEANING OF VAULT (APPROXIMATELY EVERY 2 TO 3 YEARS) J H VJ • FOLLOW BAYFILTER MAINTENANCE PROCEDURES BELOW OR USE OF ONE OF THE CONTRACTORS, _J 0 LO r) CN W LLi Z z 0 FOR TRAINING OR ADVICE. C) V W U) 0101% w < 5; M N r 5 z • INSPECT EVERY 6 MONTHS FOR THE FIRST YEAR OF OPERATION. • AFTER THE FIRST YEAR INSPECT ONCE A YEAR PREFERABLY IN THE SPRING. INSPECTION SHOULD BE DONE BY OPENING TOP OF VAULT AND VISUALLY CHECKING SEDIMENT LEVEL IN BOTTOM OF VAULT, • IT SHOULD NOT BE NECESSARY TO ENTER VAULT FOR INSPECTION, BAYFILTER VAULT IS CONSIDERED A CONFINED SPACE AND REQUIRES A CONFINED SPACE PERMIT AND FOLLOWING OSHA STANDARDS TO CHECK AIR SAFETY, • INSPECTION SHOULD MONITOR AND RECORD SEDIMENT LEVEL IN THE BOTTOM OF THE VAULT • WHEN SEDIMENT IS OBSERVED TO BE COVERING THE TOP OF THE PVC PIPE MANIFOLD OR REACHING BOTTOM OF THE FILTERS: MAINTENANCE IS REQUIRED • THIS ENTAILS REPLACEMENT OF FILTER AND CLEANING OF VAULT (APPROXIMATELY EVERY 2 TO 3 YEARS) J H T E t- H N 0 L. . 0, . 0 1 Ey S. Any SayFlfters:lhal, cannot be readily lifted % The 8&yFjlters,murA be sqnt back directiv Out of the,vaUlt shobld be.rernoved from ge tlWw focs' tion, and carded -to the ffling, point u6ing the rec:ycling and credit on undamaged units - the Vatdt (if appilcablO, C When all SayRlers are rernoved,_remove the balance of the solids and ,water, then loosen the sta tniess clamps on the Femoo couplings Irl the pipe manifold, remove the gain pipes as well Carefuty cap the m6nif6d and ttl's F�rnc-os and rinse lhe floor removing the balance of the collected solids, T. lean;the munifold pipes, inspect, and reinstail, 8., install the,exchang a BayHters and -Arts � all covers, 10. Contact BaysaiverTechnologies far Exchange Fifter pridog, ail(Illavailla.bijlity�tl.800.2,29,72,831, VJ • FOLLOW BAYFILTER MAINTENANCE PROCEDURES BELOW OR USE OF ONE OF THE CONTRACTORS, _J 0 • IF REQUESTED ADS/ BAYFILTER WILL SEND A REPRESENTATIVE OUT FOR AN INSPECTION OR MAINTENANCE < FOR TRAINING OR ADVICE. C) LLI U) 0101% 06 < BAYFILTER MAINTENANCE le ^ V 1J z No Scale LJJ LLI 5 < z LUq _J ---------- z W> RRMM pk.,60 LL ARCHITECTS, PC z ::D III UJI 1317 Executive Blvd, Suite 200 F Inspection and Mai ntenen co Chesapeake, Virginia 23320 The BayFifter systern.requires,per iodic maintenance Mairitanance Procedures (757)622-2828 tecontinue operating1, at the -design effidlen,cy-The Remove the, manhole roversand 0 LU < mpintenance.process corrlpflse� tne, rernavial and open all access hatches, LLJ 4-_ replacement of eak;h SayFlItercartridge'and the 2. Before < cleaningofthe va ult or manhole with a vacuum trock.. entering the system make sure. the air P is safe, per OSHA Standard's or use a breathing J_ 4 The maintena grace cycle of the $ay systern will be -Fliter apparatus.;Uso tow 02, Kh CO. or orther applicable diriven, mostly by the actual solids load on the filter, The warning devices per r6grlifet-,ry.re,4u!r6iiieiit-,� 4� 47 d tobecartain r;1 it is opera ti ling cofreo y,:Since storrnwafer solids loads, I U=vacuum' tnic�k rern.ove army liquld and C%'JC- W KOTAP6 can, bevariabte! itis possible that the main�enahtoi spdi that canoe removed Prior to en's t. 1 Na.0402048507 cycle could be more or lesz than the projected, duration, -Jr- 7 z-, T E t- H N 0 L. . 0, . 0 1 Ey S. Any SayFlfters:lhal, cannot be readily lifted % The 8&yFjlters,murA be sqnt back directiv Out of the,vaUlt shobld be.rernoved from ge tlWw focs' tion, and carded -to the ffling, point u6ing the rec:ycling and credit on undamaged units - the Vatdt (if appilcablO, C When all SayRlers are rernoved,_remove the balance of the solids and ,water, then loosen the sta tniess clamps on the Femoo couplings Irl the pipe manifold, remove the gain pipes as well Carefuty cap the m6nif6d and ttl's F�rnc-os and rinse lhe floor removing the balance of the collected solids, T. lean;the munifold pipes, inspect, and reinstail, 8., install the,exchang a BayHters and -Arts � all covers, 10. 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Z4 A,P,,'` � I I - --, ,� I , , 'd, 1, I � -- ---- -.- .--,--,----,-,-- I a � I ___-- � � -- 1� � I -1 I 6"DOY COBBLE STONES � , � 1 tj 6"D C : , -- ----"-,-, V "" 'k-11 �-,-' , I - ADA PARKING I � REM VE - Z, (,','C`/-'1, T1,0'0'F 1, � 6 ��-- �, """ "I, �1'1 \1 11-110- - � - ; N !! 11 , , ,-,-,,,>,,�,, 11 -:� I I , I . 11 I, SIGNS I A-11� 0 . I I -11--1 REMOVE V '. 11 - -,,I - � -- --- - -- � - - ----- I � " , �,", � I � I 11, / X ! "I �: '11, ,--,vy/,--, � - ,,-- I I , .. ..... ,� � � 1i*11� \ 1-1-1- � .... � --- ,I � \ I - I : 11 , �� zj; I k 1, I WOOD i MOBILE : -- ----- --.-- %, 1- 1 1 I �, . 1 $ ( I %'� -----, ---------- ---- �.'�,�,� � 24 " POP -, I I 1� �',� :, ] . � pECKING ; I \ CLASSROOM , --" �3 I 1, I � I \�EMOVE � < , I I I , 6"DEC � : - � 0 ;11 - (23.7'x 38.3� 1 1� , I 1 � - � I- I -L N" L- I -- � �i� I ", It I liz ,I ,-------------- .1 'T2' RAMP " \ ""� I , % I i -, � ' !L-' ' "'I , , 11�, ,,� REMOVE � 111'411� T1,111")!"') I I REMOVE PORTION �,,� --, -----,-- '11, \ ,.- , I � / ,,,,--,,, REM VE I , . F " -- - ��-- -,-----,-- - ��, ", �. 1, I " � OF SANITARY I/ - - - R;Ah P A R PLAYARE, I , - --- I 11. ---., , , , � m \', I , I "I "'I"I SEWER LINE AND I/ LNON i CL , S , 0 � ,� , ,, , - / , �4 (2 2138.02) 1 h.db-1 ", , - �, , , I , 'I, 1- , . / 17 / I 11 � I- -� % \ 'N I , REMOVE ., I - , - I � I / I , r,� , i . �, -- , , ,I �/ � 11 -- �5��,,V', " , � .1 , - I ' A d I "V , I ", � L", � , 1�',' � �'? "X I i - METAL / 1� i I ROOF DRAIN LINE Z � -E-,,�42��91, R / REMOVE I I , ,,,, ----- ------ , � REMOVE � I \ , 1 3" DOG " , 'I', -1- - STEPS W/ U) ��Cl �j "', � � �. SIGN I / t �, , �Y�p 4 G -z, --, I - - , ---- b- ---- , �') �- � ,-,-�, �,,' , / !, REMOVE � ,, -�- , \ I �, , � , I � / -'-'- , , 1 -1 11 , 90 / I - - ... I - � I � �11 / 11 �� RA 4P IREMO, E � LANDING .; ; i "%, . Q �, 1� I t 'I, z I kk ,, ,I %, \1 REMOVE/RELOCATE / '- ' T� I C'," - ? � LANDING I ---I ,,- �,'Cj ,b%,`,',','.z,'C,,'-` CV� 81-'�A,RD C)F PORTION OF ' I " , I , -- - I It 11 , I : o \ ; -- �- --- -, I �, ,'- I/ i / REMOVE iREMOVE I ", I - ----- --- ---- I FLAG POLE , AL.1.31-71 I 1--l-i" (`(" LW7 -J` ROOF DRAIN � W14 METAL 1 I -,-- ---- I I � k\, �, �"!�,11 � . � � --- - - � � - , \ I - PORTION OF I :� REMOVE , I ,� -" �, " -8, 4 /,7, f"6, ,5,:1 - 3, " IVV) D `��.-),R � - �, I STEPS W1 �, � 1� - 1, ". � ; .�- 11 I-, � j ROOF DRAIN 1-, ' I I I- - GOAL 1-1 LANDING \ �7/ / III I , I , --- - '-,�,-,-" � �`j�,, 1�' 11 I" . - I '', -1 7 ,,�� ,',---J;��, - - , � - - AT �� I ---o � , , . - � V , -;(�,, -1EA,'h1V(3',;,"' I I I I , �, --1----- ---- 1 I SAW CUT CURB- -- � �� hl' //Zzzz/ h/o) 1--- I I 11 "-,-"-, - 1, vlVt' L '�',',','7(',` N,,-,�,,'�-l�,!,,��T'lof,�,'� , AT NEAREST . -- -- I I ,4 ""I"''J"F" �,�,);'-,- I f'A")D8, D31��'.'iF,� (N 1, _ a f � I C - 12'( � � REMOVE I -- iiii � . . . ��11, 1% I., -- JOINT - . \ \ MOBILE ... 1111' I /it . --- - -� yl i CLASSROOM , " U ... - I A; ! 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I k� ; I ) � " Y."-,"') .-I t , i ,q � :1, I �---.-, I I I I I I REMOVE LL � I I I 1-1.1-1b- I I . - I . � METAL - - N 1, I � I , 'I � , � ,I ,� , . METAL " , � ,-X ek, "', � ,,, �., . 1 36" OA , � I ), � 111-1-11- i / I Uj - �, � I ! � , , - -- ) � STEPS L Pl�; W/ RAMP I , I" ', " - \1 \ -- I V-Vff I i I ,f�, I o' R;S,�-,,�,�,, REMOVE& I'll 1� I \ - I i "I", I I i � LANDING 0� - - ", -\',� , 6 -VR -'� I � I I 11 , I I , � 1� , 1� / " I I I I , I ,--L", � i �(�, P i � REMOVE / )w 2 g',�; 'U" i, -- I � N , " , REMOVE PORTION ,-!-#�' ,-��P. i REMOVE " � � H�11116'1( , i i i, !! � - I SAW CUT CURB ,I Z-1 I � i ��i i� 1� i GREASE TRAP -11 � , I "I I i� - " F1 ' I , t SIGN G N , ROOF DRAIN LINE ,,��'�,"L'�",�-z��,'3r--��'CIN i I '' i �1 I 1� _ . , I I . , .... L , 11-1 -1-1 " � "I " AT NEAREST \ \ / I � I - ) 1� � � �! � I.- '--no-, TRAP I � � 1. " ,,� - 'i '? , L 111"I'll""I'VC P�AD 11 �j 1 i! �, �j - , -,- � - r--- - / -,- 1', , " 11 I 11� , LSA I � i�, --- i � , --1 lk 11 � , 1, I JOINT TOV:`=''? �"o, , --- I - , 1, \, "I "Ill "I I �i ; i ! i ��,,�". 11 - , -4-1111111 �1 ,-- f --F �4� , f��,9' i , -- - 11 -11.. - , , -6 1� / - , 11 . I I I I 'D I � ---,' 1, I � - - <'I'll I I \ \� / I s , j,- � -- --i JL, I 00��- , , , , �, I I I "' REMOVE , � � � I - -, , 1, ,,, . "'��, i I ,�1'1,1,, � " . ,�,� � �77 1. -1113 'j", 1 6'(14") r,'�!, - -111 � � 1, " I I " ,w 1, � . , �, � -j� , " � I I I 1, I I i ----.---,-, , � - I, 11, ' 1, ; %- ,,� 1�7 , -1 I \ \ REPLACE L 11 , I � / Tjjj(G3R1V I 4 PORTION OF ,I � J, .I-- -.-.-.,--.-- . 1, 1� -- I" 1�', \ ;q - , L.- --- ,I ,1. I I -i ; , �,, � i , WITH MANHOLE I , SANITARY LINE CH,�,�,LN-LAA ,I ; I ", �, I \ N' I , "". I /i -, � "I X 1 1 � I 11 I / - q I/ I \ I " ": '-',�' N ` ,,'�)c � Iv,11, E�1111P?bl 1--r------ - -,� � [ ?,� I j I ; , �';ii� 1 "I , \ �, FRAME & COVER ---\ . 1�1. I I " . i � I I � ,-� RVII �. ,,N'TI 11� , - 1, � ;, )" � I 1 ,9 � - I I I I D 0) � I / / , I I \ ,\ I , I 1, ! 1 T -1.1-1--11-T! R � � i - ,� I I . , REMOVE , &YOVE I 1, 11 11 ? ,,, I � 11 jr�111- 11M - r -11 6 " 3 , ',"* 0Aj ? I _ i I 11 ; -"!' `--1 , G) � I X.f"'Y" ��-,,,,-N,,Adf - I REMOVE I \ - , - . ,- , "".1 \ �', " �, I .1', � � �� SIGN , A-, ; � 1 ,-Z71 , - -! , 11 1, I I- � . p--- ` 1� . I 1`�11, I 11�,,�, "I . :1 Ij �') � I � �' � I - I � I - , I -, --BENCH - I , ,`Vc- ALL, - I I 11 N 1,11 � , \ \ � REMOVE N I.i .... 1�1- 11� "I \11 , k-"-1----' �, I \ . 1, � I (./) "I", ,'fl-,�- -'11 i I ---Y"� ; I I \ 1, I I . 'Y, 11 "I , A �, � I I - , " 1, � � , - 36" 00!� "'' e � ",-," ,,-,i, p -,� ( ". � I - i -�, - - I - -- - -1-11 , , �\ I 11 - , , " - ' ; � /I 11. ; - " -.1 I- - I ---- --- 18" MAP , REMOVE I 11 , 11 , ."'. , % ,3 i V- I I - . � �o �,-,,,,,� \ ,,,,,,I C I I ,, 1\ " , � I , I I � ,��, I , ; SAW GUT / " D \ , ,,��, , I I 0001?' I- -- ,�,/, -� .. ...... f, I 1- -- - - - - \ "", I �' I / / BENCH I - , 1 , \ "' \ \\ , '-," " \ � , I � f`0Y'-- Dr�,',��, iN ?�-p-�;,,q,'�,�,;L(,16; � - "I" X I - \ �'111� , I ,"-,�P' I 11 - CONC. I j - --- 1.11.11�(--,-,,u,-I,- ", \ \ ,., � , � \ \ `�� , " _ � _-i " �,O I OiJ'L, f9o�-'V?,." � lyll VA I - . ... .... ... � - - o , 1, I'-- .9 I I i �`,' � , " � �-RE:MOVE . - i - IRELOCATE - � -, , 11 . V�. I . - ---- , � I 1 I \ , � I I - 1-1. _ � 1, I - � \ \ --- 1 �; I "-I -,L ---11 � I ", " �, , . 1, - , 1, � " \ 11 � -� 41 -D"6h'. 000"�, Q. / / REMOVE � 1-�, / - - - \ Z , \ \ " �` ")AA, . �', , ---111 f i , SIGN " - I � " . -- � . I 11 - CHAIN-LINK / I " I I - " " - , \ I 'I,' 'I'll I V 1-1111-1 1%"-,.",,%�",.----,",-,�-1-�.1-1----", 1, z r) '---, I , 121f -- ", VEL-- '- - ,, P I/ \ � % ,-11 1. ;P - , , 11 I \ 1� 11 " - , , ,, I- wo/ " I I I'll , , ,I 1-1 11 --- , 11 I 11 , -, - "I " \ I ", " \ � 1, I', I 1.1, \ - I 12 DEG I � " I , , f - I � / I , ,- / / 11 I 11 . I - - I - 1-1 1� I ,I I I - I'll, , I -, . " � , I , , 11, ", . POWER LINE I I - , I � ,1 �� ,,, -1 \ 'I, '- I 1z " �111,, � 11� -'- 10 X 1,4' - , - - " � - I I \ "� \ '�- I I 1, � 11, , - --- ,.- I 1, -- G I - - - I 11, ; \ �, � - . 1, , - I . ... ,��,op, - I � . - c � , � -- -- � I - \ \ I , , It / . , - I I„REL - - - .- "--- - - � 5VA REMOVE TED BY ; I", - Z` , R I i 1. I -1- - � j/ 111-1. ... � I D . , � \ D 1, � I I % I 1, - - - "' - 1.11, � RELOCATE , - -11, � -1 / OTHERS I , -1 \ . ..... . . � ....... j "I "I \ � - - "" , / 11 \\ , I I - - -- F PORTION OF i I ,,, 11. � I" \ � I ,, 1� , - j I I � - SHEDS ---, I '-1 I I ,, , I (�� TCU) BE I , � .1 I I \1 \ " \ I , - " , - 11 - -\-I- , ..., - � - - - " , / POWER , k " \ , -�---- - \\ - X - - -- RELOCA - \,% , '5 _-, ,,,, > � I'� - �- -', 11 1� I P, ,\\ � ', -- -11, -�. A�,,� - /, -- C20 ,:-- -- - 1� 11 . ` I k�,- , ,,,, ".-- -, - � I-- . I , ,�,, \ I - �� ROOF DRAIN � I � � -- 1"� I - � I � I , �,�, "" �, 11 -11, I /I � ---- I IN - ,,;, - A • � � III - I - I �-, , , , ,/ " - - - I I.- - - I / / / / . � \ .\ ,� � ,----, -1-1 �- ,,, , R- , , " - I UVA k I , SAW CUT CURB , /' , 11 - , "I" 1- , � - \ 1, 111�1\\ \�\ I I I I I - I �1111 ,��,\\ \ I I I lk li, AT NEAREST � ..... 7�p .. REMOVE � &V1 1 " � � I \ I ,� " '7 � / PORTION OF \ I 5 I � . - / X ", ',- " 1, � , \ �.\ I " . \ JOINT \11, RELOCATE 1, ;,§- ! � i -1,11" 1� I , - � \ , 11,1',' 18"MAP , �1�lj - ,,,, ", / SANITARY LINE EP -,, -- REMOVE PLA Y AREA 11 "I il \ , , � \ " ; I f f f 11 ,31 . , \ " I / CHAIN-LINK EQUIPMENT, I ; - \ ,�, '.", I I \" L �- - -1// -1 / (MULCH) C- - - - 11, 11 11 '� \ , \ 5';,,`,p ��'�' I - - ,� I - I - -- 4t ...... --F ( ,)---- -- 1. - - \ -1 z, / i f / 1-1 - - - -- ', I .. ', " �-�,A,x� 41i / / I � I - -.- I / I -., 'N/ / I , 1 - `,,- I -- I 11 ", / U", ,------, --,-- ---- ,------. --, I --I--- ------- UG - / -- ,� �, - - -'� ,I, ", "', 11 \ , 11 � 1,- " . � , \1 I I -e- I / I I I III / � �, " � �, , \ ,,�, 1, 1\ 1, � , 11 , , ,, / - REMOVE - % -- I - - 11 k, \ -) " , I" , i��/ / I , 11 I -1 ,REMOVE 1 , , I I 11 \ , \ 1 I I I - PORTION OF \ 11 , I \ // / I % \1' / I 11 SIGN / ROOF DRAIN - , 11> � I I I / I I z " 1- 1, I -1 I -, -- - 1, -, \ k I '� - \� 11, 11� , -1 III I 11 I z " , I \ I 11 % ,�, //11-11 1 I I 11 � -1, " , �, � 1, 11, , , %, C&G- L- \� I , , ^\ , 11 - 11 - !� - - I", � 1, I .1- I - 11- "', .-- - --, 11.--- -.- � -- I-- � ,- I— - - -RELOCATE "I I I 1-1 - I - -- - , - -- - - - - - ""' FHA TO B E , PLASTIC I - I � " 11, 1, ,,4'V"�,,, - I -, - -- / , � I -", - - - - �� RETAINER "I , - - - 1, " ". �,,,�, " ,,, �- -1 --- RELOCATED -- - . I I I - 11, '- N N' -i - . -1 11 -- _,- -- 1, I -11 ,,�- 1� 11-� - I , - I I I , - I-- / --- - -- - -- ---- _ _ !X __ _ _ _ ,_ - I " I , 11-, I _ _,. _ _ - , / "I 1, I - - ,-- - -- -, - I 1, - - -- , , I" - .-- - -- )- ,� - / 11 , I -- , lll�,��-' -- - -- -- - -- -.. -- - � -- 11 ", --- 1, -, � - - -, , -,- -- 1-11 1,Y" MAP' - - - - / S / I -- -1- , -.- 1- - - / ', 11� , 1- 11 '--, -0- --- - , --� - -- " -1 - 11 . ..... - -1.1 -- - - - - � ,- -, -- - - - , - -- - 'IN, _ I � -, - .11" - 1-- --- - --!t!�� .. .... "" "' L _ - , � -11 ` ,:, I ; ,-,./ /, - ,,, -1 -', ,-_ -111 -- - -4-3, REMOVE --, 1, ", ,,, "., �;'F,��;, ... I'll, -1 -I- -11 � �,!��'( � � - - -- - ", - - -1 - - , - - - - ,-- - - --, -11 , - 1-1 -- - - ,,, 11 I- 11 WOOD /I I 11, , �_ -- - - - - --- - - � --�- I 1��z FIBER OPTIC TO BE I I ".111 SIGN , "I , - , ,- ; �,- - --- I -- - - " I ,,, - i- - :, � I �, , - , �..� j - 1. . I REMOVE I - , /"-. - I ,---,", - �:�,�,--- � .... . ... - . 1, I z CHAIN-LINK , � - �', I , - - - �, j RELOCATED - . , , -- - , \ , ,,, - � I 1-1 - - - - : 11- BENCH PORTION OF -,,, " ` ,. ... - , -- _-�., -, -- ,- `�.,-, \< REMOVE --� 4� "' --, , , " " - 1. - - REMOVE I - I , I 1, 1- -, - -, � -1 -r� � -- , .'�,�-- J�ENCE(HT= -- - - ," - -- -- --- -, I " I i , % EXIST. 18'!.IRCP - // --- 11, -- 11- I - 11", 6, �� - � -.1 . REMOVE - - _ TREE LINE - I- , C�, \� .1 , , I --1 111. � - -- - - -11 11.1. , - - . � / i __ . - ", -- -, ,4,'), " I- "I I 11 _SAW CUT CURB., - - I -- 1- -- B I - -11 �// , I SIGN 1- , I -, . , - -1- . - . 11 -1 , , I - , -1- 1-111--111 , , I �1. 1-1- � .1 - .. � �P�,� ,,:,_- �- , ,-.,.. , - 11 - - - -1- - - , - - - -- 1,;'- , -, , � 11 I ", -- , -1 ;f V�"7-,��-, .�, c - , "I --, - - -. - ,,, - 1, - I 1- " �-- I :` AC"""",�', ?"A -� - -, - -- - -- -- TO BE RELOCATED ", - 11 - - 11. z,�, 1j,", 11, , - -11 1'01�`11/ / "I I ... . --"�-- �- '1� " "�`-- I � . - '' - - '�, -1. -- - --/ / -- AT NEAREST " 11 - - - -- -- "I -- -11- E I -- - JOINT '-' - -, I- 1, - '- " 1, , I/ I 111- -1 HEDGE (4'"Wf - - - I—, - ., ✓. I - -1 I - , 11 FIBERILNE-AND B.O,X .-.., ,:f, -1.11. - - - �. , ,,, -- ' -- -- - " � � �? 1'� I .,V,�q I 11 ,�, - - - - - - .11, - - I - �,,-, -1 %- ,,, , 1, 1 I . ..... � I - I..". "I "". e,�, &-� ""I,, -." - , 11.1 - - BY I - - OVE I . , "''," �'Al I I'll, -- 1.1- I-, I ... .. . . 1, 1 - - ,- -- '-, I -11 11, � - . '11� " TREE LINE , 1 '--1 - -1, 11 -1, ", - - -, \.- -- '- I'll ". -11 -/-I -- -- ---- -- I., � ... - ...... - - ---- - -, - -- ,- -- ,- "�, REM I ` �,q, , 'I-, r- I " I I 1:,�,'�,'-Jl / I 11, -- -11. 11- 1-1 -11 -- ,- -, - I 1-1 - , I " ;1-1 111n-1 I '- ---- 1, 11- .11, - - - -, - - -- 24 OAK - -- - -- "' - - -, , I - -, I '1� '-, 5'0'f -"'v1 -.-, - "", , , - - --. 11-1- // ,,,, - , 1�, ". -, -- 1-11 .-1. - I - -,_ ,// , -\ ,%-,. �', I'll r- - -, � - -- - - 24" OAK -- -- - - - - -- - ,-I - - I I -11 - -, -- -1-1 -, 1, - - I- 24" OAK 24"CAK - - - 1-- --, -, - - - 1(3RA6 ,��) -1, -- 1-11 A . ..... "" , I - - ,,, I'll I I 11 A 'm- -1 - "o I , ,�� -- , " 11, , 1,�,�� -- , -, , 1, � 11�1 -,,,, ', I , I , ',� -- - -- -,- -- -- ----- - ... -- - ,- 20' 40' ,7q�//' PL I \1 ,- , - 11.1.1 - " 11 - " 1, N I" ---,,I j, -, ,\ " �,��,- -'A�� 1..- w - - - - - - - - - - 11.1 � -, --�'-f-- - - , ---. o,,�,19",-i'llf"I'�--, , I -.- / ; , 1-1. i i - \ " - 11 "I I I , f -,�- --- . --l- - - . . - �,- \ , , - , I � .1 -- , I � J . I - - - - I 0-111'=,T) 11 " \1 . .. I I I -1 " . , -, �11111 ,---'-" " I 11 -- �", I- -- -,"'�,,,�,�9�, ---,".,----, 6",- - - I - VV - ... 1 - , ,-,,,, 11 11 I'll, I � I ) - --', I I, I - 1z 11,i7��(-,A � 1,'� - REMOVE CROSSWALK I ,-,, --:-,,,-," I Ir--,F`t 1; � -, .�w � ..", - � o - -7,e -, 1". -1, - - 11 I—, , - ,- 11 P. � 1, "I ", I REFER TO C2.3 - INSET B - - " - I -/11111 . . -.1 .11 -- TA4P45C-1-M-1 " - -�� - - - - - --,--- - - STRIPING -,- 1�- ; ,--Z-�,�-- , - - I, - � ,,�, ,.,� -1, - - ! � , 1. - ; .. - - - I, " " -11 � -1 I -, - 114 - 131- I , -",--,-- ! 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I I I -1 " . , -, �11111 ,---'-" " I 11 -- �", I- -- -,"'�,,,�,�9�, ---,".,----, 6",- - - I - VV - ... 1 - , ,-,,,, 11 11 I'll, I � I ) - --', I I, I - 1z 11,i7��(-,A � 1,'� - REMOVE CROSSWALK I ,-,, --:-,,,-," I Ir--,F`t 1; � -, .�w � ..", - � o - -7,e -, 1". -1, - - 11 I—, , - ,- 11 P. � 1, "I ", I REFER TO C2.3 - INSET B - - " - I -/11111 . . -.1 .11 -- TA4P45C-1-M-1 " - -�� - - - - - --,--- - - STRIPING -,- 1�- ; ,--Z-�,�-- , - - I, - � ,,�, ,.,� -1, - - ! � , 1. - ; .. - - - I, " " -11 � -1 I -, - 114 - 131- I , -",--,-- ! I", � � 1, "I ,, , ,----/* ,1,,,, ,, I � , - ,- " ", I 1' - --. , � 11 I ,,, , - I I'll- �3j i ,,, ,��,-',,�",/ __ - - .. I", ROBIN J, & YUKIE K MARSHALL . ,-,- - . - i _ -, 36"PINE / . 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T- U) 13� < . °� 00 T- Uj w ) 0 LD . - z V >- F-- < i H -- RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 A4011`111011111o� A"-- , , - - ' � K - I - �� -f ,,,r - �-4 '), , , , `-a .11 t -m - L .. f- 1� --?t ( ( 'fe,^ - ,� % 7 r - I ) �,�,.X, , -� -- Q CRtia w -1 Eo-Ai6 K -f �� Lie. Na 0-402048507 " I , �, L-A S /) 7 ,��,-V '21 -( V f -� -741�1. -j 0 I 0 r () 0 >- 13� < f - z Uj < 5 z LLJ _j q 0� Uj >- z V >- F-- < 0 00 z i 0 �/ o - In 0 W -j � 0 02E < 75 0 Co w LLJ -j < Q I--- () (D z W ) 0 3: < 0� a- Of 0 SHEET C2.2 E ID C B A hlhil. j ii'v v ..... .... iNV- /4 livC-P "A' 2 1 3 12 WATERLINE TO BE ABANDONED AT THE SAW CUT CORPORATION STOP, 4, r ASPHALT, (SEE DETAIL) .� IJ f m I I I SCALE 1 "=20' NOR ............... . 0 20' 40' /j,", V C/",L f"3 A E V�- AV r SAW CUT CURB' �"Q REMOVE AT NEAR ST �F 0. J IN WATER IN IV', f7v'� S i, Zt'F A (_1"9' L", L F k "-1 T 3.' .,., J +r i�. I ` 3 f METER rkiA V --R VYA?�ER METE. dr q�A VA UL 7 El��'," '5 3.5'x24' A' V 6 v`T --7OP,74,73.5'(M,5AN) 141 77"i"'L it ".4 X DL TMP 45061- 39 ...... ....... OBER T W &SUSAN �B. WILSON OEL, DB, 797, PG, 159 REMOVE C V 6L. U �,J WATERLINE b 480 Ir i OWER POLES LOCATED BY N BY JUNE 30, URY LINK TO, ATE SERVICE", "TWO WEEKS AFTER. REMOVE" WATERLINE APPROX. LOGA71Oh1,,.OF4" WATERLINE G TMP 450-1-1 SE-RAPIMA B. OSWALD DB, 2754, PG. 354 0 REMOVE TREE E LINE ... ... ..... POWER POLE TO BE RELOCATED BY OTHERS bA x,12' 'IN TAIIP45C-01-M-19 REMOVE ME WOOD IN, WON PEETHUM & F ED RETAINER 1�3UREERA T PEETHUhINONGSIN, APPRJXj DB. 2828, PG. 99 (W=OJ3� .LILOCATONOF40 T&IP 45C- I 4W-20 A, WATER� IINE RYAN B. & ZARINA &I. BURDGE DB. 3893, PG. 202 TOT PLAYAREA W/ EQUIPMENT (OWNER TO RELOCATE THIS EQUIPMENT) f All IZ-11 E 7-1 C n. I I NOTES: 1 REMOVAL OF THE EXISTING WATERLINE SHALL NOT OCCUR UNTIL A NEW DOMESTIC SERVICE HAS BEEN INSTALLED. CONTACT: 434-977-4511 2. EXISTING POWER LINE AND POLES ARE TO BE RELOCATED BY DOMINION BY JUNE 30, 2019. CENTURY LINK WILL RELOCATE SERVICE WITHIN TWO WEEKS AFTER DOMINION. CONTACT: 1-866-366-4357 3. CONTRACTOR SHALL COORDINATE THE RELOCATION OF THE EXISTING GAS LINE BY OCTOBER 1, 2017 CONTACT: 434-970-3812 10 11 12 8 1 9 1 10 1 11 1 12 P 0 an 311 CO 'E 0 U0 o m 1A z 0 > < Lri a 0) 0 Lo 00 LU w (X U) 0 W LU Co z L0 = N CL CL ILLU (N r-) Z W (') Z 0 Z Uj w2 W UJ U) � Uj LLJ Co 2 U) >2 52 >2 LLJ w0 w0 LLI 0 z w C) XU E 6 LU C0 U) U) 0 z z z L0 = N 0 0 0 (N 5; 2 of z r- r- 0 U3 T- r L0 = N LLI Z 0 (.0 0 U3 r < w M (N U) 2 of (.0 0 r 0 C)0 N CY) co U) z C) LLJ LU Z (D Z LL] F— 0 w Lli < � w :E D I1 0 0 C) m m RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 r 1 4 fdcNo, 04020A z 5 7 �12-S —j 0 0 r 0 U) z LU < 2E z LIJq I cl� LLJ > z < 0 00 z CL � u EDW -j n 0 cl� 0 w co LU < 0 (D z W 0 < or_ cc) In I LIF 0 In 0 I z w F A I C.O.(TYP) CONNECT TO EXIST SAN. LATERAL CONTRACTOR TO VERIFY INVERT ELEVATION pf 4" SAN. SEWER REMOTE FDC INV. 488. STAIRS 62 45' BEND If COVERED fid, °'.P q CANOPY ig v.1 40 COVERED CANOPY it Fi U) `—BEND NO PARKING FIRE R35'_ .25. LANE SIGN z FIRE ACCESS 2" WATER METER VAULT 0 REMOVABLE R45' r BOLLARDS _ > E U) 0 .... . ........ . > _ui > C-4 a) of LU 2 3" SAN. SEWER T: LLI W 90' BEND Z 3: b LLJ 'e5 'Tk,',INS CLASS 53 < LLj < cj�_ 41 z P'A 'pi", 0 9 r-) 7' Lli —t -Uv COVERED < x v 0 Ln LLJ ) 0 3: < r Q� 0 x, r- It 1)) k.0 > Lr) CANOPY CA�OPY C 0) wt 0 W, 1, 3 . REFER TO C6.0 INSET B 0,o) J �- 4 PVC 4"PVC LU Q 7 EXTEND EXIST. �A ----------- qx� 45' BEND fPICKLEBALL COURT CHAIN LINKNv CHAIN LINK FENCE •(SEE DETAIL C1.0) Z TIE TO EXISTING L 0 6'---------------- CURB AT NEAREST JOINT 0 _X ------ ------- --- ---- - ----- t )VE, R19' R 4" PVC 2),— F INV. 490.70 .. . ....... . ........... .............. .. Vl,.t > t t 611 1 .......... .......... . ........... . .... ...... .. ........ .. 4 < t. 8 T(m/ DOOR OP 'COVERED _�ANOFY 4. R6T M I �jj 01 'A' I:CnO :L 3. ol ... C.O.(TYP) CONNECT TO EXIST SAN. LATERAL CONTRACTOR TO VERIFY INVERT ELEVATION pf 4" SAN. SEWER REMOTE FDC INV. 488. STAIRS 62 45' BEND If COVERED fid, °'.P q CANOPY ig v.1 40 COVERED CANOPY it Fi CONNECT TO EXIST. 4" WATERLINE. 6' BLACK PLASTIC CONTRACTOR TO COATED CHAIN VERIFY LOCATION & N---- --- LINK FENCE & ELEVATION. GATE TAIRS 14 (Vv'j, 4J f5l (i 6A 4 �j H v- 4 COVERED 10, CANOPY, 4D P CLASS 53 . .. ...... ... . C3 61 REMOTE FDC ELECTRIC GENERATOR (SEE ARCH./M.E.P. PLANS) CG -12 2 4 J 4 V V J 4 < v IJpnV, I I � 11 . F LOCATION. PAVEMENT TO m k1l"ll BE REMEDIATED AFTER R20' RELOCATION OF DUMPSTEk,,,,,,18 b TO PERMANENT LOCATION. -6 C.. . ........ im C w at LEGEND: LIG IT DUTY ASPHALT F77 fdf HEAVY DUTY ASPHALT j 51 0,"t""', r ter. INO PARKING W_ `5FIRE LANE 6" DIP WATERLINE SIGN PRIVATE SANITARY cn GL SEWER LINE PROPOSED MANHOLE TO BE 20' WATERLINE CONSTRUCTED OVER EXISTING EASEMENT SANITARY SEWER LINE R50' --J CHECK VALVE WITH ASSOCIATED BYPASS. CONTRACTOR TO SUBMIT DRAWINIGS TO A.C.S.A. FOR REVIEW & APPROVAL. NO PARKING FIRE ,—CONNECT TO LANE SIGN EXIST, WL WATERLINE EASEMENT U) `—BEND NO PARKING FIRE R35'_ .25. LANE SIGN z FIRE ACCESS 2" WATER METER VAULT 0 REMOVABLE R45' r BOLLARDS _ > E U) 0 ry < > _ui > C-4 a) of LU 2 3" SAN. SEWER T: LLI W 90' BEND Z 3: b LLJ = rn u00 'Tk,',INS CLASS 53 < LLj < cj�_ 41 z P'A 'pi", 0 9 r-) 7' Lli —t -Uv COVERED < x v 0 Ln LLJ ) 0 3: < r Q� 0 r- It 1)) k.0 > Lr) CANOPY CA�OPY C 0) K 0 W, 1, 3 . 0,o) J �- 4 PVC 4"PVC LU Q qx� 45' BEND fPICKLEBALL COURT I •(SEE DETAIL C1.0) 8B 6'---------------- 0 )VE, 3" SAN. SEWER R 4" PVC 2),— F INV. 490.70 .. . ....... . ........... .............. .. CONNECT TO EXIST. 4" WATERLINE. 6' BLACK PLASTIC CONTRACTOR TO COATED CHAIN VERIFY LOCATION & N---- --- LINK FENCE & ELEVATION. GATE TAIRS 14 (Vv'j, 4J f5l (i 6A 4 �j H v- 4 COVERED 10, CANOPY, 4D P CLASS 53 . .. ...... ... . C3 61 REMOTE FDC ELECTRIC GENERATOR (SEE ARCH./M.E.P. PLANS) CG -12 2 4 J 4 V V J 4 < v IJpnV, I I � 11 . F LOCATION. PAVEMENT TO m k1l"ll BE REMEDIATED AFTER R20' RELOCATION OF DUMPSTEk,,,,,,18 b TO PERMANENT LOCATION. -6 C.. . ........ im C w at LEGEND: LIG IT DUTY ASPHALT F77 fdf HEAVY DUTY ASPHALT j 51 0,"t""', r ter. INO PARKING W_ `5FIRE LANE 6" DIP WATERLINE SIGN PRIVATE SANITARY cn GL SEWER LINE PROPOSED MANHOLE TO BE 20' WATERLINE CONSTRUCTED OVER EXISTING EASEMENT SANITARY SEWER LINE R50' --J CHECK VALVE WITH ASSOCIATED BYPASS. CONTRACTOR TO SUBMIT DRAWINIGS TO A.C.S.A. FOR REVIEW & APPROVAL. NO PARKING FIRE ,—CONNECT TO LANE SIGN EXIST, WL WATERLINE EASEMENT COVERED CANOPY U) `—BEND NO PARKING FIRE R35'_ .25. LANE SIGN z FIRE ACCESS 2" WATER METER VAULT 0 REMOVABLE R45' r BOLLARDS _ > E U) 0 ry < > _ui > C-4 a) of LU 2 3" SAN. SEWER T: LLI W 90' BEND Z 3: b LLJ = rn u00 0 CLASS 53 < LLj < cj�_ 41 z rl 0 9 r-) INV. 490.45 Lli —t -Uv COVERED < x v 0 Ln LLJ ) 0 3: < w W Q� 0 r- It 1)) k.0 > Lr) CANOPY CA�OPY C 0) 0 31, PVC 3 PVC . 0,o) J �- 4 PVC 4"PVC LU 45' BEND fPICKLEBALL COURT •(SEE DETAIL C1.0) 8B )VE, R 2),— F . ........... Vl,.t > .......... .......... . ........... . .... ...... .. ........ .. T(m/ DOOR OP 'COVERED _�ANOFY ol ... 6" DIP FOURSQUARE COURT (SEE DETAIL Cl.. COVERED CANOPY 6" FIRELINE GV 6" X 6" TEE REFER TO SHEET L5.3 FOR DETAILED AMPHITHEATER LAYOUT GYM ±10,709 SF HEIGHT=29'-O" U) `—BEND NO PARKING FIRE R35'_ .25. LANE SIGN z FIRE ACCESS 2" WATER METER VAULT 0 REMOVABLE R45' r BOLLARDS _ 6" FIRELINE GV 6" X 6" TEE REFER TO SHEET L5.3 FOR DETAILED AMPHITHEATER LAYOUT GYM ±10,709 SF HEIGHT=29'-O" � 0� L a_— ui LLI cl) LU CLW CL F- D_u) ry o z q z n Z Uj LLJ Lij LLJ LLj LLI 0 V) 2 U) 2 U) 2 U) 5; :E 5; �E 5; 2 WLu 0 Lu 0 Lu 0 LU ry 0 rr () r) (1) U) E IL6l0 N u z Lo (N Vi 0 0 r > E U) 0 ry < > _ui > C-4 a) of LU 2 < 2 T: LLI W ro Z 3: b LLJ = rn u00 0 to < LLj < cj�_ 41 z rl 0 r) r-) n Lli < < x 0 Ln LLJ ) 0 3: < w W Q� 0 r- It 1)) k.0 > Lr) < Lri C 0) 0 N 0,o) J LU � 0� L a_— ui LLI cl) LU CLW CL F- D_u) ry o z q z n Z Uj LLJ Lij LLJ LLj LLI 0 V) 2 U) 2 U) 2 U) 5; :E 5; �E 5; 2 WLu 0 Lu 0 Lu 0 LU ry 0 rr () r) (1) U) c/) z z z Lo 0 0 0 r U) U) ry < > _ui co C-4 2 of LU 2 10' BASKETBALL _wLj_ GOAL ui lcka 'y CONCRETE .. ... .... w. ,V Q) HEAVY DUTY CONCRETE R59COATED CHAIN , 4'BLACK PLASTIC 8"X4" TMP 45C- I -M- I Ai, LIMITS OF MILL & OVERLAY TS&V R12' ROBIN J. & YUKIE K. XIARSHALL FE R TO C6.0 - INSET C V DB. 1963, PG. 720 CHECK VALVE WITH ASSOCIATED BYPASS. CONTRACTOR TO SCALE 1 "=20' SUBMIT DRAWINGS TO A.C.S.A. I FOR REVIEW & APPROVAL. 0 2'0' TMP 45C- I -M-2 t,. I CRUSHED GRAVEL TRACK. MATCH EXIST. DEPTH AND 7' MATERIAL 6" X 6" TEE; 6" FIRELINE GV l- N (D Lo ui < z 0 I r U) U) ry < > _ui co C-4 2 of 10' BASKETBALL _wLj_ GOAL ui lcka 'y CONCRETE .. ... .... w. ,V Q) HEAVY DUTY CONCRETE R59COATED CHAIN , 4'BLACK PLASTIC 8"X4" TMP 45C- I -M- I Ai, LIMITS OF MILL & OVERLAY TS&V R12' ROBIN J. & YUKIE K. XIARSHALL FE R TO C6.0 - INSET C V DB. 1963, PG. 720 CHECK VALVE WITH ASSOCIATED BYPASS. CONTRACTOR TO SCALE 1 "=20' SUBMIT DRAWINGS TO A.C.S.A. I FOR REVIEW & APPROVAL. 0 2'0' TMP 45C- I -M-2 t,. I CRUSHED GRAVEL TRACK. MATCH EXIST. DEPTH AND 7' MATERIAL 6" X 6" TEE; 6" FIRELINE GV 0 0 r U) FU Z LU 2 < 2 06 LLI W w Z LD Z 3: b LLJ 0 to < LLj < cj�_ w 0Zr-) 0 0 r) r-) n Lli 10' BASKETBALL _wLj_ GOAL ui lcka 'y CONCRETE .. ... .... w. ,V Q) HEAVY DUTY CONCRETE R59COATED CHAIN , 4'BLACK PLASTIC 8"X4" TMP 45C- I -M- I Ai, LIMITS OF MILL & OVERLAY TS&V R12' ROBIN J. & YUKIE K. XIARSHALL FE R TO C6.0 - INSET C V DB. 1963, PG. 720 CHECK VALVE WITH ASSOCIATED BYPASS. CONTRACTOR TO SCALE 1 "=20' SUBMIT DRAWINGS TO A.C.S.A. I FOR REVIEW & APPROVAL. 0 2'0' TMP 45C- I -M-2 t,. I CRUSHED GRAVEL TRACK. MATCH EXIST. DEPTH AND 7' MATERIAL 6" X 6" TEE; 6" FIRELINE GV SHEET C4.0 0 0 r U) Z LU 2 < 2 06 Uj _j (D w > z < LL] 0 00 z :D c) LIJ D C) 0 0 0 Lli < < (D z LLJ ) 0 3: < w W Q� 0 SHEET C4.0 I I 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 I 1 1 1 12 - --' - 1� 1, -L7, AFZO � , � """, � I '-K02P) _ � um 000z�F, t � . �- _ . 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I / !, I , I I I 11 , i � � : I I I 1, " � , 1_1� , "I , �', � I �A � / � I\* - V 11 � I �� " � ", � " i �\ �- I I L I i - / i -,,,�,� V �I , /I 11 I ,,,,,,% __ � 1111�1 I """ I I , #41, V I\ - ;' I L I I / DRAIN. CONTRACTOR TO . �_ I \ 1'\ I I � � I I I I (i) � , I " " � __ � I 1 ol I / 1. � I � �, ,- 0 -,,� � s __ I \ I / I I I `,T"�,-"-:,q1 ,,:4' ., il I ? I - , I �� 1� - `__1 , �i',, � � I 11 11 I � '// j "I 1;1 � , , - � �, ,"', � " VERIFY INV. & LOCATION. I , , I 'I, I .1 -� " I , , .� 3� �;, 216 I �, ,�� 11 � 'o _ � o u ., L, I 1, _,,1,N;, �,'�', \ " , � , - (�vv,) ,� ct cy? 11 - ,,, I , [/ ;- I 1, � I L, ___� i,4, \ , � 11 I �, I I \ I -11, � ,,, , I", �/ -----, " �,� I \ , � I I I ) 11 ""'-e,"'� I , ,��' -, I - CLEANOUT " t 1 217 � / : 14�, � I - t�� _`�__, k i I " I , V �. � 215 � L I . I \ "" I , I I 0) ". " % I I -�, -,- � " I I.L ' 'L � I -��, �, 11�, � ��, \ I 00 " I I I ;11 I - I e I I I , , � �, - . % I 1�' lk ��, , �,� �11 - - __� ii \ �� 11 mmoloo. I " -1,11,� \ 1 12" NYLOPLAST YARD DRAIN. I I . � -.7- �_ , , _7r -/,� ,� \ , �� I I a L " I / , I I L I " -11 � , i ____ _---- ; i � - I I � 11 � � 1. I CONNECT TO EXISTING STORM � I - 1 - "�A� i - __�_ __ , 1, � 1�', I `� li�i k _"`,� 11 k � - i ____ � , : I I I , \ I I � , , - 1: 1 '7 L I" � I , � � ", � I I SEWER. CONTRACTOR SHALL ",��,,',,',',i,,-,"","'fl�, 11-111-11--- \ V _x� v I I , L ,_ " I �, IN/ ,III 1� " \�j � i ,7 � \1, j �� 1 j I - i, LAn I � _j , 1, 9< , �\ i i. I � -I- , I , , �, I I I " , ,�, '11, � � 'L I " , � � I - , I - � � a . 'L " , COVERED, a � � I I t, 1".. : " k , ,%� � %, ____ " I V - L �; ) I'll, VERIFY LOCATION AND INVERT � a I , . 11 ". L ,� .L,,- , ,, V1, i� i; L�, � - I "'� "r -_ � il � ____-� ; I V - i � k L 11� i'� I V 1� L - 11, I I 1, � I I � . ' - I V I ,�!, i, � Is N I I - V - . - ': ON EXISTING STORM SEWER. 1, . L I � .;. 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V, - k- i) L, �'_" ` I i i I i I 11 � ,,,--- .. .... � I e � "I'l I I I 11,;,� 'L, � ,.,---,--.,- � � /� - , �, ,,, '., � - ,�,� I , " , � - , � - 11, I , 1� � ,` D�1111 ,,,, ; L' I i t .1 I'll, I tP� 5,i_,,rvm`,`,A,1 r , ""', I'll ,01,,'5,,L D,00f,s , r � C', �JPKI - ------ , , (C%ON�' � I � 1, � \ , " \ I , I L�, , " I � . , � . � , , � I � - , '.11, -1 , I � 4 1 1 �� G f );',, (" I / I . I <� ; I I � N) Vi/'i),!,,_._-,'_ R' ,'D ' ", ' . I I ,' ' 11�14 PC'Ox r; 4:1,"i �� 1'�, � 1. \ I i -1 1'.� 1; � � I � L (i`6 � - I � I � flf I 1\ � 1 4 � � I - --- , �_� ,,, i, / , 11, , ,� I'V),41" ", I � 3'(!,`/) A`�',`? � I : I I ,� ? I ; ". ,,, t I i I 0 EXISTING ; I 11 Ex'�F� j�� 1,�"�", :_,,'�t, ,/'-, � � I � ; L � , - I" 8 ,L : \ I � --- CONNECT T ? =i,,`,� 1, / "97, �_, i . (o I 1, , L- �L, 8 ", � �� ,/' L , / k I i " ; I 1� I I / � � O I i. � I 0 1 , "'L, , ,xl 4 i ROOF DRAIN. CONTRACTOR : ", I I ,,1 � I CANOPY � I - ,- __ 1, - , f I � \ I -i � � i i '/ � 91 . I � i () "' -1 1��''L I I ,z ,�� , 11 I - It' . I I � I , _ ,.._ I �,,:, : � i ,� , , ; I % -1 -1 , , ; � --Tl,l�--.-,,4L--��,-�,x,��l��l,,��-,g ,g i - 'L � , I �1, " - , , \ il SHALL VERIFY LOCATION, � ,�X., i � � i 11 i � .1 I , __ I I i 11 � �, 1, k", .� r,-" 1. , ", ; : I � � 0 , \ ", -I " , � INVERT, AND PIPE SIZE , � ,-f---- 0(,',iz'V�,� 15'7'E,P,`S`, 1 1 ; I I , . 1 , � 1 1 1 4 1 ,. : -.1- - , � . I "I I 1. 4 , � I I I . � � . ,� I 11 � , -1 � � L ` � I 11 � I 11___-`__1_ ; I � � �,i:,-ul","Ej�"'; �7 ,18 4 , a L�11) � i .L . 11 � ; I I " ,�, � , � APPROX. 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I" � � k 11 I ,�,,,�' ) � 11 I \ , 1' �,�"_I "I , � -, \ I , , " I I I , , , " I --t- , , ., 11 , I t 1'\\t I � � I , " - _�' rr , t, I ,�, " I'll I � " "" - _,�, % - 1, \\�% � "', , \ , � ...... --�,, - ., % - I I I �, �'_11 """A "I" I \ �� '� I I I , `t ,_ I I I ". I 11 I " 11 _,,,�,, \ ,�� N I / / t, , I i. I I It, , I % . % 14 ., % m4� , , � .1 , `,`i �� t 111-", ", , I � 1-- i" - -, , I 3 I i I I ,I, I I I I 11,� - 490.80 I", I � , I `. 11 A 1� / I "" -11 , e?�"? .... 1� I , .- I - I "I 4, , , , 1. � 11 1%, 1% � \_ \,-, , � "I ,�t - - , ', , .11 � -, I 11 -1 1'.1,,%. -1 - - 11 I I , - -, r\' , - , 11, � "�", - ",_�;,"111, _�� " I , ", - - - I I - i I .k � I i- -- I I \ , I _ 1, \ _` 1�__ . ___ � 11, ,,, I . \ "----" - ,,,, - I.- -11 __ - - - - "" I �_.- --.-,- "` I � , . . - I 11 I � -11 --t � � _; N 1, 1-1 11 � . - . , - 11-1 -11- -1 I I 11 , i _ �' I" , �,� \\ 1111 i, , - . I 1_; _� , I -- - -, - -, , I t, , __ - " - I \ � - �, �, " 1-7 i I 1�__ , , , ,� t, • � ... \ _ 1- 484.25 t" " 1-1- 1- N, ! i ___ '' C� " 1, I 11'1� �\, 11 , %�,, I ,,, " I __!_ . I.J 11 � � _, -1, I'll , \ I � I \ I I *1 I 11 � ,� . I - 1, -1; , I __ 1___________,_,_,__ ..... � .............. � .. ..... . ........................ I ... �"-�-,-,---.",.""",",."",-,,-,-,, c, __ 111 C� ." 1`1 i , ��, " \ _, 'IX, I - �_'_'_ 1.11 I --111111111 - %, It ,� �"11' , , , , "" - _'. -, -, 11 I �j i ___ 11�1 490.22 1 1 I �_,r , � � ; z_ 'i t I I � I ; I -1 - I " 11 I \ , 1, """, 1,"11, ", f 1, � --- , , I \ , , `<�, - - -- " .1 \I- I A "% -, t . , � ;� I 11 � 3j _ - , , t I , 1,, - _.. I , I -1 -, I ... . ..... , � 5 - ,,,,, - -- __ -, __,� I TOP 11, I I \ i I I ; � 1-111-111.11.1 -1-1. �1__________1 1-11- 11-1-1 I �. - - - I 11 I I -1-1-11.............................._ �, 11 I � r , ; iI \,11 1 490.80, 11 , 11 � i"I " , �� I 1� I 't� , - IP ; i1'!� . ... .... -, I j 0-1 " /_/� -_ .ou ,"/� , , I'll. ) � � I I " 'Izz 1, \\ ,,%��, , " ,-,� ,, 11-11 I I � I I 11 TO BE ROUNDED t, - , � I 11 , I ! ; , , I It "; �\ 1 , , " ,- C , ,� , " -- - /11 � � , ,\-.,-,] - '. I F " I , I , � I , ' 11 I " � - - � I ,t\ �� A "I \ _. . ;.�"_�_ ; - -- - OF HILL F r_� I 111'� \ "V11-1-1-1-11 i " " .�� I �11 11 - - i 1 P-.,.",-�.-�l:,%.,�,�.-"..-,.—, , - , I 11 I � i L ....... /Y"- 1, - 1. , \ "I ; 11, - ,�, � , ,,, � ... � -1 i � 11 .11 t. "t I - � 49 \ It I - __ i '! ',�, i I - a - I/ � � '!\ �,�,,,, ,, __ -, - I i ' ; � -, -1. I , I I I � I : � ----- - � - I - 111 It , , , - �, - 11 , � I I I ,- - - '1� , 5 � � - � - 9 � I , oa , , ', 11 I — ,-, ____.__ ________ � - __ . ...... --- 11� I 1-1-1-11 . . . .. ........... V.____.__, __ ... . ....... . .... .... - ... �� -_- �t__1111_4 - -11 �__Ix 1 3 11 - - I'll, "',-� '�, ", --- - x� ------- - - -----, - ' - -- , - "' - � I I X. , , I � 11 . I I _____' 11 � ). ,, \ I I X________ - --- --- ______ '' - I tt, �, I I - I , I � "', � I I -1 . � 1, , . . \ .. I TC 493.87" .1 TC 493.75 EXIST. TC 493.50 ,,, . . ! 11. � 1� I Ct� __1 � 11- \ I - I , I z . - % 25 R 1� _�\ " 1.11, � 11,,�G . I _1 "I - �, , - I /7- / , , I 1��, , " , _ I , 11, 11, ,:i.,Ni� I 1-1 ______ 6 , i " "I 11�1=1'1.1.;��=== 1.11-- __ "n��,��-��,��--,-��:� �,� ... . ......... . _--1-1_-____,__, -1-1--11-1-11- 1 � , , , I � ,C- ��_ �;;, , - I ....... _ �-11,�,�Ill""I'l-I'--.��,��z,�-�n�,=�I'll'.1� � �� ; I I -1 t- ,�,,,,,-,,,-,.��"—.--.-,-,-,,,,---,�,, -1- --- 11-11-1,-"--""�,�"111--l'.111-11", i�_ , - _ I - / - ... 1 - � , t,' , 1,',� N., / I ____ - -- -,----,---- - I � - j( , .1, " � �' , , i "11, " ti�, ", - - 7-K- --,-- - ___,_,__, _____-- — -,,�----- ---�,�--, -- ----.-.-.-,- ---- --�'- -- --- - -- - ---------- i i� : ��,� ; I I I ... ..... � �" - - - -, 9 __ , 1111 490.50 "I' I -1 _ \ \ ,,`,,�, i i �i 2 , I I _i� % "I , � 111 � \,; ", �� - 1, I , . ,'� , � ,� � �� I � , % I ... I 'i i I , I ,� �� 11 \\ � 1- - -, Z_ , " I , I t 11� I - -11, ,,, I � I , 11, ', - , I , I I I I j I 1.1- � � . 11 - I . - �i . ? 1 492 " 1 '491 I", "I __11 - , I � , , I T , � " -, I I N -11, 1, N 1 t I I I \ It I � - ,� _�,,� I . � �-- ---- 0 -I N .30 j I", 1, t 11. - \ IAO_��IICII , 1-11 � - I 11 1, J ! i ill � � , 1 491.40 ,-- HP 491,85 I", "I, - I i I 1� I i I � � 4 1� 1 - -, 1, �, , tt� I" �, - -, I �; 11 I ".� - - , 1- 1, ., , ,I i '--- - - -, , \ -1 11 - I 11 � ,I ,I ---'-' -, - 491.Z6 �,, . � �, iff - -1 1 1 - i � it ___ -1 491.40 -1 11 I V i \ I 11 - t i - // ' , . " � E. , -,_ . 11, I I : i 11� # i . 11 I .� "1111.! - " "". 11 -, \ ,., \�. I'll, --- I I , . �___�F)( 12) 1 - I -, ___ 488.86' ,- i 1i � � __ a 0 ', ...... 11, I I i ,; i I_----- . i EXIST. CONC. , " � � i� " - ------- - - - - I'll. I � - � ;� , , I , 9 . - I 1, I I 11 " , \ t - � , - i W.1k _��, I I / I I ; 11� 11 " , -1 1, I . i � i 11� 492.60 � , 491.70 6;� I _ I - , - 90. 1 1 � t � I - - / �1,1, " I .1 I � j _1 ,,, I , I � I I .t i s --- ; I - 1� I --- � �, 11 I " 1-1 � � ,,, 11 . " I _„.,r�` , _`,,K/AP31ii' / I !; I - I 11-1 I , I - - ,_ I �' j " / I 11 1 I I q 41 1, 11 I t II e; _ , 11 - - I 11 ; - , ' , $ � 1, Oi / � I , ; I ..... ..._ IIJC_1.1��,; .... . ... . � .......... . 1.1-1. � � 1. 11 ji--_ I 7? -- - -- a � "I I ,I , I e,� . 1 491.98 11 491.45, �� 14 \ I ,,,� � j - - - 777, j- !!'�!7� --i'"r 77 - - - �&- - !776 � -- ', I 1, ,,., _ -1, � If I I , --- 1, ,�X, ,� . � EXIST. CONC. � �,/ 11 — I I I % I , " � I . 1, � 4 11 ;;" I I I i 491.70 .1 I _� 492.95 I � I . I I I. ill '/ I 1 1 491.� z I , "4 .9 '" I \ �, / � EXIST. 492.35 -I--, 11 i t ii . ,,.� /-'t-`- ,I �CAN0P ��_- 492.95 61 i , TC 493.22 � . - - t I I'/,,- / 1) I , \ t t , I � . 1. '!�.. ,,,----!�,,--,----,i,.i-,,!.---.--",�.,-Ijt-----,�,�l".�1-191.1.1�- I / 11% I 1. I 11 ��_ \, TC 492 60 1 , i 491.79 49(1.67 - 6-1 � 5 - I 489.20 A I � Co " / \ EXIE . NC. I I L, VERED� I I I , , I "__,...... . . ... r_� . ...... W�,__+ ____,_,��_. I \ I . I I I � � � I : \ i " /N � .� I__ ,I I CANOPY� i - 11 I 4 � 91.49 " /�'��,-,,-,,-,,,�,,.,,��,.��,.�l.,�:",�'llI 3 ,I 11, " � - ,,, � .11, I I i I - I/ ��, � i EXIST CONC ), - 11\i, I 1, i I I ] � 1, 'I, i � , 489.50 � . - I I I t I - I I __ �) ;;), , � , " s �_ . I I , t 1 491.84 1 7 , � ,-,* - -5 1 1 \ c Q �) , 1. 1111 J, ', L.,,-x-,.,,,,-.,—,,,___,,_��,.I " " 492.95 ____ I !� ,,, - ... , ,111-1-111-11 - ----------- tt I - , iill_11 I i �� ; j I 1� 11 _� ";�__ "1111" ,�, � - ,.,,t` ,_ � -11, , � � 1, I "'. , __% I I . . " I "Ill _1� -- TC 492.95 -i , I , 111 1/1i � , " �_, - - __ , - - I ,. I - ��o I - , , � - -1 -1111I , - 0 . - I [- I -- - "' ir , - i ;�,',,>,t, � e �, _____:_ — M I —__ I I � � , I 1� =_4� . . . . . . - - , , - � � � ... ,�.,�.1.11,��,��.,�.,�.,�"..�11---,---""�1-1-11 _ ......... � 1 1 1 __= - -- - ------ � - ------ I I S I � 5 489 , � I - �', , EXI T, I* , 492.86 1, r -- -, ! � 2 : 11"_.�,,�, , I _`t_ -1 "I'll- � I- , � EXIST. TC 492 55 - , , � , i , �_; 11 I - - I 419 1_ __ 1, � � - -1 I -, �k - _= I �� ,.''. , EXIST. tlf� I 1,.==,=- Jp= � -i__ / / _=---=a- I I'll , - __: j " , - i, ,;;;_j ... C- L �1_ 11 ( �. - - -- =-. - � -1 1-11 Y , ___, f" EXIST. TC ,/ I t� �,:�:_'_L,," - I __ .14 - ; I 5XIST-7 CONC. Z I , I I 1P � I � e I 1 1 � . � � ------- _\ "", - - " � ,I 11 � I I � I , ___-`__f -, , 11, . (�,,, , 491.4Q '-, , R 11 489.75 - :-, 492�60 �� 11 . I", V,-", I e I'll I / 492.12 . , " _)A!C� ,`-'�'Vv '1- . 1_� I � I I j 492.43 1.11 1-1 I 489.95 -, "I ___. ��:, I , I / \ 1 4�142 Z___ __ - - ---------- ______,_______.. -1 1, +1 .11,111,11111, --Cr- __V� -,Cr- -.111-11-1-11 -1-11-1-1-- I- ' � I ; . I I i CLASSROOMS 492.22 t -1 EXIST. TC , --- EXIST: � I I - I/ 492.22 � EXIST. CONC. EXIST. CONC. y '' I f - � - , ,,� " I I I .1 is 492.E 3 ..___:_ ", T I / 4 91.67 ; i I S I � � I I � �yI ± 8,148 SF - I ��11' I 11 It, � 1 491.17 491.1711 � ,I 1 4 � - _- � __�--,,- , �- I _ � F, -, � � I II I I - I- I I� , "I I I ,� � ) I � ,---- ------ � 1, ' - -- I � � , ,,_, __; ol I I , t . ��HEIGHT=19'4' z , 1� � "I I I , � � I � 9 ; I � I I , __ 11, "" I I I 9 I T I I _fi I � , ,It 1 , I- t "I' � "_�-'11, � I � - . . _ I `11�111, - 11 - I 11 ,,_ � 11 H . ��, ---I--- _ i 1", I , , _-5� 1 1- " I 1�,_, L ,- ,- �91� I (I "(1111 , , �, . �95 _ I— , : , ,�t -A �11,� '� �, 1, 1. � I i , , 11 - __ I N� * .1 - ,i \ t I 11 11 , k I , 11 I a ..... 3 - I I �� I I I I . _ 1� C�) %� 11 t i ; • � 'j, ' 1, I I I I , -1111 -11 � L TC 40.00 ', �_ TC 492.20 - t I §, I \ i I I � , 11, � j � I I I , --,--, ,& � , 1% TC 491.85 11 � 11 .1 ,.____ - t i � E - i 1. tI492.55t, — " i t�l EXIST. 492.97 : I I I , � '� � t I HC491.40 wm 11 s § TC 1 � i , _` _7717DI`417� 1. ---- , f ,, - I 1\ o , AS'Phi`�-It -,!",��,",,'),,",��,�l,�,�,,�,,-,,,�, I I i I I I `, � I - 489.951 I � I I I � i - ' I I . ' I I , i � I -1 �1,",-21`,!,C`1 ` L______J,',; I I I I 11 I i , I I I I - -, , , I 01 I I I 11 , , k I'll, 11 " . i " , TC 492.05 I � � 1� , 1 I I k I . - --ol, �1111 ,� I . I t _111-1- �, �, - ,HG,,4'910.75 11 111.11 ,I - I = , 1,777_______ __ 11 __ a , � � t, � ;, % 11, t _ TC 491.55 , - -,�, -,-',,,'-" i"'.. 5 0. ; 11 I - 1- -- - "" - I BS 492.0 1 � t 114-l" - - I / 'k 1111, \ � I I % - _1 If r , , - " I � I Noi 1. .- - -1-1 - -�. -,,�, - jr _1E - , rt , I i I , k , t � it , I I -, I I � 5 , . , 11 0 � . 492.95 -,,, , � - � - - -I - C I I , I / " 1.74 1-1, 0 \ I t3 � - I 11 � I 11 ow 11, , *� , - I � �, EXIST. 491.85 41 11 I a "I 11 11. t \� " % `�� , 11 I "I 1�, = I I t , , , , 9 EXIST.,491.53 1 , �, I t" '� � ,,, " � I = I ! ? i ,I , , I - , � I I , N, I I 11 ,� � I , , � I � � I 1 ;1 491.9 1 ki I It, 5 -_------T_- � � 5 "t 1, �___ - , , t . � , I I I r , 1 4 1 1_______ _________�11, kl"111\ 1% ", '� S& " �, ) �, �11, . . .... k f �1 9- L::1 1: 4 i � � � 11 ,� _� I 't TC 491.70 . ; � . I IV r ' t,� g I , -- 89.65, 1 � ,I ,I �� I i I 1, 1, - � 1 � � , I . I I I '. I 1 � r19 I I I I , , I " ,V , � 4 - , I , 11 - I - � a 11 ,, , . � ` �� 492.44 1 7. TS 492.80 11 / I "Ill I� ' I , � " 11 ,,\ 491.35 '1"; 14 , � F-1) 1 � - a '� --- ��` 11 I �m -11 9-"I I t 1� I �11"� \_ 492.95 � 11 I, . TC I I COVERED "' " � � . % . \ - _-, __ \ >,, ___�_`, -, 11 I _,_,-- - � -1 I � -1-- I , , ."� � __ _� " I ,_ a a P 1: 111115 1_1�1 ill" , 11 ,,;,� f ,,� ' 491 4 - ': / � a � %'��492.b5 "I '. I / � t, _ .1, �', � 'O,", k I 1. 1 . ........ _ . , -1 I - �, t, ;t TC 491.68 I , a , ,,, ,� +�__ -1,1 11111-111 ...... � "I V IS' I � - F,�,A;,�,�,�,'!)M AR�n/,� �,t�k t�I -1 I I , 492.95 - - ,- -- It -,; ------- I A - � , � _, I i I f I CANOPY "" � 492 75� � - . _ _ I ; ', SiDh,14 � � �,i I / ______ I - - . ;t I �� I I Az, 111. I - - t \11,1� \ 'It 'k V17T � I I .- - . 0\ e F, � I I I 11 0 1 " � __ � �I'tt % I ` a - , � " / , w a -i%- , __- _7 ; I " I'll I � - _t� -, - % .. .... - , , \ , . I , i % _-L i I - , I I - I , " , I I , . , I , I - I �� 1 491 I , , / , u T�l % i I ; � i � I 492.95 ,, U, 0 92.75 � , - -.1 , ',,'L, I 11 \ 9 1 ,�', � 1 I a �;11 1� " 4 ,�� " , I � i 11 �•, I" , , � , � \ 1 , r , 11 , t . I ,� .1 G �'j ,,,, �, ; V. 7 -__ I I -49f.7 I \ I t . '' COVERED I ,1� tl; � . " e I i ?I _s ,r,',,,', -,,,�, " - ? . I 1, 11 � . . I I I ),,�,-, 492.95,1 , Ix, r �' ` � 11 , 91.2Q T$ 91.154'�, �,tn_r'11,1_ ; I 11 11 � " � I - � � I I 11 _�� I ,,, �1/�, - olt _`�' 1- - - " 'i "--- I �1�1 CANOPY P" I - .. �, I I L Z r�l 0 Sm ry, of w n UJ u) LU u) Lu W - o- F- o- F- o- �- 0� r) 0 Z 0 Z Uj LU W UJ W W 0 U) 2 U) 2 (D �i U) � 2 5; 2 5;:E UJ 0 Uj 0 Uj 0 re o 12 5 2U r) U) E 0 AC) C, 0 rq 1� z V n N cn �r_ 0 0 0 E 2 0 6 E -Z __ 2 = > � V) Z> 99 Q) 3: z co � � 3r. w �_ 0 r, W _j a m " Co (N XLZ m -:� , () LIJ () '"" Go O V) Ln m 04 LLI _j C, 0 r� 0 z r-4 0 0 Co < Q, m �E "I" 0 = X 0 0� 0 Lo < 0- M (2) - 2: ,- "� Q, I- > L101 .. ]E ,L"i p , � '1' Ill- P Q) " m 0- "t 00 _J 0 LU �o F- r�l 0 Sm ry, of w n UJ u) LU u) Lu W - o- F- o- F- o- �- 0� r) 0 Z 0 Z Uj LU W UJ W W 0 U) 2 U) 2 (D �i U) � 2 5; 2 5;:E UJ 0 Uj 0 Uj 0 re o 12 5 2U r) r- U) (/) 0 Z(/) z z = 0 0 0 T- 2 2 2 __ 2 2 Z> 0 T_ z co >_ w �_ -W41 W _j r- Ir - il- 0 T_ r,- = Lu C) U) - T- -_ U) __ I- I- - 0 T_ z co �e w �_ -W41 W _j 0� < 5; LLJ Co (N T - -:� , () LIJ () (o Ir - 0 T_ V- C) U) C) C14 0 CY) Co L0 . i__ T_ z co U) W 2E �_ -W41 W _j �5 2� A. U 0— 0 7- UJ F_ W ) b r-) (D -:� , () LIJ () O C) z LLJ LLI _j 0 0 < 2 LLI = 3�_j Co < t r% k.�) �__ () U-1 ) J H ti,`S;t� ",:�� 1 �'; ; I- $1 i , _110- , I . . �� I - "I " � 11 I , — � f-11 1-111 I'll. I-, , •I 1b, it " COVERED . � \,\,\ I I . , � . _____� I / . �r . "_ "I. I I -o, �,- -, � t \ i % 11, I � I _JA � , I ,- I , 0 * t I I - I I - - I o % I I 11 , �, 11 \ 11 , ; , _______� 1�11 111i It ", - / CANOPY '41z' -_ , 11 " �-�, -_ �, ;� I -11 , 11 � 6i ,I, - ----- 111111 -L --l-1-1111 -1-1--_1111 - , ' ,,,, t , �: � - ___,_ I I i P � , � I ", - It � G, I , ____ ,��,1, 491.53 L 14, �,,, � " 1' _. ""' I , -, ; o ;! 1.11 I -1, , '�, ,�, � , I 11 I I �( F TC 490.55 HC 491.40 1 : �' I i HC 491.06 --"' " 11 I I I % \ I I " \ Z<� I � , t 0 ; TC 489.96 ,, i r, � ,,-,, ,� 1 4,92,90 � Z a � 4 i --- , d I I I I , � 2 \_ 492.95 1 � � 488.8 � , I _ I I I __------I '�\ , I ol I I I I � � , ____ \ ��, �,, 1� ... �7,�� 1 .1 11', j \ I / i t 'I � 4 � I I i " I -, - _ .1.11. _.1. 111- -- 1-1. _ ,1 �� I I I I EXIST. 492.94 � � I I i", " � �� 1�1 �� 6 I •_I", � , -, ""' \ 1, ", , 11 � �_� I I, 1, : I � i 492 75 - ,- - - T -1111I. I.. - - i 1 �,7 1 , % I 1, ; I- 11 11 , TC 491.80 ; I / I ,� I, "t " t 1, �, 11 i'II 1, ( " I I I . I 1 , I 'i \ - �� \ ,,,, C 492 00 � / ,; � I/ , �j 9 �11 I I \ *I " "? 1) � ; � 1, _�TC 492.00 1 1 � � 492.95 j - r - I , . I , - -, ______�\ �11.�� . " � _ - . I 1 - 1-1 I I , �� "__--, -_ , ,,� , TC �9A2 � * " 4911.50 - "I "I I / \ . � I , ^11 I � 488.49 , N, 1, w / 1, � >�� 48U,46 I t I " i I !E::D i EXIST. 492.01 ; I" , I j� S t2 I � ,� ,, 11 "I � � �t I \ . / 4 \ , , � I I I "' , 4�1 492�65 � I -,- f , % �, � I- I � �, I I -11 -11 -11111I. -I.1- I I- �.\ k, __--� ,�"k I 11 . Jb_� --- i I I I I I � � 1� ,I I - -IT 11, I / I \ I � � / �J a I - I C 489.3� / * I/ ,I 1 492.75 1 e I ,�, _____ "�,� \ 11 , \ '1\ ��"P "I , , ,,/ I , i•. �1'1 '7.i___,__-_- I 11 � � // '11� " 488.82 " vt � ; � �_11 , / \ '�92.95 , �', EXIST. 492.29 ,;11,1 I" : 0 1 , I ,, � I �, / " I o , " __ , I � f / 11 I- I " I I , , , I � I _, I %t ! 0) , 1, ____�"4 T"� '� , / / \ /, ,I > , -.1 ,,% " I I " 10) " I 1; : 1, " � . 00 I ! % " �� I , " 1111. 05 I'll � �. � _110 - �, _., - � Itil I I I I I i�l Q�?____ " 11 1. TC 490.21 1 - 11, \,__� � . I 00 z � � i 0) I . �1, �� I , I a 0 '- � I I ,- -1'1 I I mmmollo. - r- —_ ,i� RRMM _ -� "�& �, I t, , �� ", 1 --+489.32 , < I 1-_ � , � I q , 489.26. 0 L 6 I t 404/�_ \ , , - , ., 11 I 1i 492.95 -\ - I I & ti I I "I 11 �, 1. � % ,�, it � ! I i %I, , - -� I 1 9 "I, \ _= % � I_,:_ -_ t E . I , : � j � ;- -_ t � " ; V 48 .26 , I "' C 488.78 1 � I I -11, � I -, ARCHITECTS, PC , � 1� ; C") � � � '� � •71 - _j -, I - I I , ,� 11 I � -_ I %, "I I 1 t � 11 - RE[ "', 1 I � � - a I - 'N". a "'�" 489.83 1 W \ � \ , LLVI � � COVERED � L , \ � F -- -- \ �,, 1�1, It, I 11 11 � i _� � 1317 Executive Blvd, Suite 200 F , � /\ I U I." %\ " , � 1111111111111111111111111111111111 ... ��,NOPY 'T' -_ , � 1, �% - 1, I I I 11111 -_ .T:. '% � , tI , 1, � ' � 0; I I• a 1_, I � � 11, ' 489. 2 w Chesapeake, Virginia 23320 � , � . 17" 49295 r- w I ",III 1_:_� 11 , I 11 - Mt - " 11, I I � 1 ", 5 t� � I a 1, "P � �� --. 11 ', 'L � I � � I I ; ", - (757)622-2828 i . I I �,, '_ � 1� � , 11 " I .1 •"I 0 . 4891.42 11 , - � t , I" � I I � . )j 1 HC 489. T I ---- �. I "I i a 1, 11 , I \\- TQ486.00 11 _. I I \ � � - t I �� tl� i � * , " � --- \ � . 491.05 �" I I ; i I I a t,,� 4"Ar0,4�w'-_ ,�, � , ; � 489.62 z 4 � I I - 9 , , , � , I � "IT 11` . / 41�9.42 W�-#4,7� r't,J�__, If' '" I-- - - __ __ __ --, : � . �� 4 11 ! � --w I . -, - - ; I TC 4�8j-f I , , , I "P v ,,� e I I . I 1, I " r ; 1 i � � I � 1� 1�,%, I �", ,-1 I I ( - I - - , � I ,I � I N 11 � I , .1 I _1 - - IT_ . 11 ! � I I "I � I i - - T 111z&\, , , � � I -1 __ 1, - TC 489.50 1� 11 9 _� I / � 'ar "', 1- I .""", I -1 I Q� ; / � - 488.90 0 , �.y , 7" , .. , 'I t5 1 4 � I . �,;,� ( �..;� I il. - . ...... .. ,1 I i z , � , � EXIST. TC 11 � I 489.62 . -4-1< 1\,� Y. N / . - I -1 � i . . :, ,0 ,_4 - ,� �, 1, t - ""' � I . 11, I TC 489.20 - I " , - . I - . I ; I - 1, " 1�1�1 I " 1 48811.92 " m. I I I I I f , " 490.95 � . . I I 1. ; I . . I . — -1 'j Z.,. 489.62 i -,102,1850 1� Vi' t� . I i,ir_ IN,o, 040C ,7 , I � , . ! I I I 1, \ : i t1111 � 489.57 1. I I I . i � � � I . I I TC 488.37 � z I ".1 I , ! i I . " () 1�77 ", i . I � i -1 L-�12_ S h 7 e, �488 1 I � ,I 489.77 . i I I � / 11 V , ,� I i ,, . 1� TC 489.29 . I " � I , I" � I � I "", , i 'A I I � CANOPY \_ �D I - 111.1 I "�, , � \ � 2 1, , 11 , � 11 I ,-' " " ,, % � � I 1 492.95 1 492.95 I?" I;Z71 - - 1 , . I -\ �� 4 ,�� , I i I � , , ,''." r � I 11 �`, I � � I t _` ,�,4 ,�,�,,e,�,��"",--,�",--l'.�,,�, 492.95 1 ! I � 0 0 1 ,vv Yq . ; i I.- . __ 11111111.1_� I , %�; 4vic , , , � 0 ,• I � V� � I , I" , '' � . " t � 49MG f � , �, - , I 1�111 . � t , I :� t 1, ,- . � % � I I ' �_ � t t I .1, . � � "I I 0 61 . r Vl a , i I 1� 490.95 �, 1, I � I I , I 0 .,., I ,-"\ I L? �• � 1" 1, _ ; , 7 " � � 11 I �4$9.62i . , I � . i EXIST. , I ; - i , , , I Ii . . � --l-L-1 1 1 J 'g, I . ;I t, ; \CLASSROOMS / FLEX SPACE I I � , , � i I492,85/I I � � , ! ; -1 t I � � 2 .__ --...x I IfV4.1 �) I � 11 i� Z � 111.1 � I \ � � t : � I I � 1\ � I \ � I ± 11,380 SF � I . I ! I. 1 . 8 I 4,�q o. o i � � �,� � - - _" I . I . I "' � . I � _� � "; z i 1 � � , i , , 11 I 11 I I - --1 ,-,--- w "N I � , " I ; E - , , I \ i � I ,, '. I t - L 11 �1'11P 1; ,, - " I � , _1 � "411 I � i , 1 ; 1 7 1 1 � 1 I , ! 462.75 ,k�,,2492-.- 5- - � \, 8 , 111. / � k \ HEIGHT=20'-8" I � �� 8 , P11 'r 7 & 492.70 ; 1�, , 1« \ I I I t " 1 � i� t a 492.50 I ", I'll, I 'IT , 1� I � . , P2= 1 � I 11 U_ I " 1, - I I I i i "I I i I---- i I i I - 1�1 -,---,,, -- I -i � ,;,-,� , "" - 11 - -11 . X ' I U *11 X 0 I r- � I I , 1 __ \- 489114 1 " I . 11 I " _, � - , I= 492.1�5 " i i I - � 1-1- _,�, "I � � � � I I " ! - - ,I 11 I T 92i I \ i I I , I � I � 1 50 w __ ; � I . I I-- I �, . "', I ; I - , 11 -N, , \ � j > � I \ � _j 3 i ; - � 492.70 \ � � i ! I 0� I � , � q _ I , , \, , �1� 1, I � , \ � �� 11 I _.� I UL � � E S491.42 I . � I I I � - `W ""I" I I ", 1, ,t, � � T I ", iEXIST. I ,1 ,/ � I . I I \ ", � - I I I ! � � I I - " 1, i I ;�, , , , 11 I" - 188.42 1 , , " � I I , I Is I , "' I I I , I t - � �� t I CANOPY I , , I �, � � � w , I . � 11 1, � -, , � , � t T__J� __-1_1___111-____, I j 92 . / " \ 1 .60 j � I , " � I 1 \,j492 � i 1 1, I I 11 � . ,I - I N ", I � 1 488.92 1 48645 11111 1� I ! . " 11 ,-�,-,k \ � I 11 i - 11 , I I I I I I 1, I I � 4b 45 � � 295 1 �,L____�.,__. . .......... � I I I 1, � , � � X k� , \11 490.?5 � - - -- ------- __-, ,-�,�",:.,::""�,,P�"-..-,.-.,,-,. 11-1. --,,\,\ 492 � \ 1, ,\, 11 i �'. 11 I .... . ,,, � - , � - I "", i 492.95 1 \ 1. , �- Z" -C' '. " " ',�-,`!V ("N' "T , , , I " � I I \ I " 11 I 11 � I 1, ; i - I � -, "I _\ � / , , 486, I 11 . -:, %", �,, �` I I TS 490.90 �` I 11 ,. I til,�'11 , i 1 492.5�,, I "�,',; , I I I '�__ t I �' (,'),W- ,FN,,,'- -4 � " 1� i � I I "I, I \ BS 489.05 : , , �[,�, i I � I q . I I \ 9095, ' " 1 4 ,�j 'I 1��w , . I " I ., - -i J, 9-,., , 1 492.95 i / I 11.11 , � 11 488.95 " _21', ,,489.20 I to , I " , �� '�' it . � �, , � W'A g ;,"� � - —.--,; � I ! \ \ 11, I � L95 i � ; f, i I I I I I" I i I 11 � 100�0 �� 4 1 i , - 4 1 1 � I I .) ; , � , I I . '< � \ CANOPY 11 . - , , .1��LA "i, � � �, N I '-- 489.62 GYM i " i % 4 1� , . j � I " ,� i 4 1 i o � - i - -, - "" - , 11 " \ \ �:, , k .P, � , I 111 0 � 'I � � q �F I s i - 1 8 z - "I - I (,o I I I I . - t I � � .11 +10,709,'��F + ; 11, ,,, ---- , 1_' klT 1, \ I , I -) 1� - :11 \ N III I � , I - - . I ; .o � , � I i 1� � 488.95 � 49281 %,=� - � i i 9 1 I/ a a I � - - , _ a \ \ 4 1 1 / . � I I � __ J6 I �,,� 490 � z I J., i - I t I 1 I" " �,\ ". "_A I) Y'l 1 � � \ . 11 � I � STAGE]DINING ' 491.1 0 � HEIGHT= 2'9'-0" 2,,9'-0".._, 1 � X, 1, , . 11 , , I "' .� 1 V 11 t, 15 i ��, \ 11, I I k � 488.42', , I � I , � I , : J_ __ " , I 11 -, - 488 488.45 -\ , , "', �Ik 11 0 1 , , ; ,,, � t_`,�P.1111. ,,�,� 491.15 1 1, . I I , - -, I � 1 , , "I 400.110 .3 " 11 i , I E � ' i j, I -1 I �` I 1 � 1� L!, ; .1 11, \� , il jr ± 2,657 SF 1 17 - lo;_ 1, I % 1, , , ' k*'�, _7492.95 492.30 / , I I I 11, I " 11, I 00- V 1, -_ �", . --- , , TC 4� t .... 11 " , � TC 488.28� 0 .t�,17�1 4.9 &. 7 , I � .... 11, , i ! I GYM , I , I �*, i -1 I•; � "I" - � , __ - " -489.62 1 , �, � , . HEIGHT � , , I I i a i 9 . ; . . . 11 I I 1�2. 49 1 9_-489.08 1 i ; , �� I 1 9 7__� / I I "I 0 1 " I 'L �_ 41 � ,I " " , 11 _L_� •1�� - � �4 � I I � " � � . \ ! LOADING RAMP a � i , - - I., 1, � � —, - ", � D- - - \ 1 I Cov� -1 I-. I __ ,�, I RED , el� __ - I- 11 � I . ", - �, � 6 __ - ; � ii -, ., I -1 TW ' FFE = 489.62 i � 1. i 1- 1- - __ , k " 1, .', ... - �, I p . " I 1, "I 414 WT I I f I � I I ' I ; - � 11 ,"I, Ist , 11 � " 'i , � 91 � 11 � I.- I'll, - - �, % I _- " -�, , / D ___�� , - - -.1 - I, �� - 492-.95' ' 111 CANOPY - 'j �� " ,,, H HANDRAIL 11 " TS 490.33 11 I I , Ir- I I- 11 N*- - ,1 - I I , I t I 1 --7- ,. " .�,, , �, _.P _-�, , _�- I I 11, I _ I 'I, ) BW 11.6% SLOPE BS 489,25 I I � -11- / _�_ � 11 I 1;1� -1 I I I " J""\ - Q,?,7 6 I- I . - 7-7,,7`!!!!!! ", ; � 91.19 - - 494.95,e 6492.5 � , \�' " , �i,, 'i", -_ , / '. . � �` .� ; , , T � , , w � o", •I a - i 4 �972 11 1.,�I - ..- .� - , I - - - - - �, 11, , " , 1, A " , 11 , � I .11 I I 1 0.2 1 � I- - __�,' - T � I _�� % i or�"11 " i I _-� - � " ',�' - ,490.2 1�-. -- , -1 _ I - � 490.35 : � \ EXIST. q�_ -1 .� - , 4 e T 7 5' (t � --� -�'�, ":� �_ " ", I . �' I., I 4 , 11-11.1 I 11 I / i I t 4� -1 ; I ? I � .� T . 11 I I , i'll-11, " -, � � ; '� _- I'll 1, 2.1 1 �1 4 � . J S, 491.42 � I \ \ I ,,i� . I - ,,,, tt I , 1_�. - -_ -, • � i 0 0 •00*0 •* •9 94.75 i \ � � 1, I I . i " IV9 1 � I i i 11, �,_ '. - ----___-__11.11._ --------- � i \ I , Y - — " � , �— —7 � TC " 4-85.40 \ � ', " , � k" "� , % - - , 11 __ "Ill ,, -_ 'A "", � _"11___1' 11 .1. -- 11 1'. 1- 11- �0�.Ul � _ 1� . � I � ", / _�,, I , p. � .�_ ,,, , " _ - I - 11 I 0 9111 I ' 488.60 , ",-- "-- - - "' I'll I � � I _ " 8r22'�' - --l-, 11-1- "I � 1, I t , _,J-, _�� -11-11 �, ,,�'�, - �i , / � I i__1 I � q .25- ; I i 11" t �, � . � 11 � � " _� I - I " I I- -, , � �` � I I " -_ " �� I �- __ -_ , --- � I 3 I I I k,3;� t, " _", - -1 '__ I 4 I i 480 -- _ -,, "" . , , 11 - "It t . � I � ____ I-- 1. I 11 N �, � il 11 -, ,__ I I � I - -,-' ).1 �� -_ - ___� \ 4�9.62 I , - -, � , t ' 7C2 1 1 , - -- - ,- ,-.. - - -11.1 I 11 M494783- - '- - - � - 1� I - I I --- -, , I , �- 488.?2 (01, I ,,, a - � :,Z' 49 1, I _', t , 1� t ___---- 71- \ . � - - - 84w \ ,,, " , \ , � \ , EXIST TC ,,, , ,, �I , TC 49060x � A, - 3 , -, I C . -, I 1 4�).UAO : I t � I Ir I I � 491.52 "I . . i ��' , BW 491.60 - I I % ,,, i 1� z - ; � �, _____ ; z , , I , t "I I I . 11, , � . 1, I . I I �, 11 , , " , � : -----4 ----" .,-.,// I \ � I � A 1k \ ,� 487,92 Q`,,,,, , I V 't / ,\ "�\, / I 1, (P 11 __�� I -',-,-.,-, �"" ____- ,,, _; "I � 11 `�_ _�_, " � ! v : /,;�L 4 � " P1. i - __1111-_____,___ ,�� , - - - - __ V 11.1 1 490.23 1� I S 491.4 489.56 : , - 9 \ A , \ \ ,_�', - I , , 21,- - � \ t , , N \ \1, , ,._ \t, "I�. — ; � ", ! i ) ''I — I .11 � � I I I � � , 1, \! I TC 484.1 '- "I - �, I TC 488.20 11 '11, 111_r, I . 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I — 4 / \', , �11�", 1, " -', � , j ""-,��",i,�"a,--,��.�,,,,�-,,,,-"",,--!""",""�"R",.'.,��I / I ,,1'-';f, - " I 1�_____,_,_,��__ ,,��, - � , �11 , \ , 11 , � I - 6� -_ "', ,�,�,, � ,,_,,, b w _/ 4 , <', , - , " I , , i " - � �1_1� 4 , 4 - ,�, I _ � - - ,,, l I � — ) I I", "', I e-, I , , -'Ak'77N('-, ,��;7 , � 1, I , �2�� ,�, 1_ "I � i / 1' <11 - , ! P1 ,, k � 489.62 __ 11 / "I � - , ,,, ___ I ''i ,,`E�J'��.',', PFE I _ / , , __ 1� I _ ' \_ I � 11, 11", ;� 11: "I 1, ,,�Z2�'_ I- � �1_ �."'1�7 11 I I — I -y- ? I ., , ; , I I / ", 11 , - I I � I,Q,�,�� I L5C)11'1", 8-'11'7,117') fix.:: ) � ; t', 4 , 1, ,��% I ! ; _____ iI " I _"" , I ,,,,, , �-�4CV ; _'�' 1_-__ _�"_'11',`_. � I - � .,__.'__. BASE BID � -, om) T_ :, �11 ill� ,11 / / , i" , --� - " . I � I, I . I - _'F� _1, �, z�. 11 i i "---' I I , " 11 � I I " I �, ,I � I -1 ...... �� . . . ... . ��_ ��, 1, 9 11---�,z�� I . I � I . . � � __ � , I C/) SEE SHEET C4.0 FOR i � L-_,--' - I - I , � . _ * _;_ ... i-11 , , ': � i A 489.62 I �,.' ; -1 � _� _ 4,� 1 � , , , , I 1- -I �_191�`_, , 1, I > . _�_ -1 - - i � � I , _, , � , ,,,��,� �� I'll". � f�� 1,13 ADDITIVE BID ITEM #1 � 489.62 � , "', ) I "I'll-�1.1�,�",�".�,�""�-,� �1� ------- 11-__ P, " , �, � � � . I 1, ---.111-1 .. ...... ', - I 1111--11- ,,, " e . 66 r I s �. . I , � 489.16 " I 11 1, I - - 1-1 ; o i � I " I . � , - - - �. � , , i I -,----,,-��,----�,-"�,.�'..-.-��--,�,--��,��, z SEE SHEET C4.0 FOR ADDITIVE BID ITEM #3 1" i if I 1 I � I \ � 11 � \ , �,,' hNI" yv:z ,,,,.,,�/�',' ��,�') "" ", � �,'L EA 8��, P , � �L '_ D4 FE1,i,,`,' 489.85 ,e -1, �, "' :' 9 % : I, _,__>t17_ , I � : I I -, 1" 1 5110-1. ")fV, , . , (" 1, � E L L - ! I 11 I I , � , , I " I � �, /� 1, 1 I " �, "1111) I \ I � N � 489,50 1 ,�, i � z I 1� I" � .. . ....... �, 11 f , �f, \ , � � I I \ � V� %,`V, '.Aj',_�w,;� �,,5.:K: ,,'z,1) I / I � . 48935 , , ,//_ '' I _._,_ I - - / '�-C,y_-2,e, -,,,, � z _\�_ " , ' " I I, ", " , . - � ,�",',-',-"'�',:.,.,,,-,:��,�z:""�,�;;� _,� I ,n�_ , BASE BID 48985 , e , , ' I _'.. _ , �, , "" - � I _', " " 4 , , -It ..... . ,��=, ... ... ,-, -,., -,, - / '� - � \1 � 1-1111 1:__Iw" __� .... �. --- � ...... .. . -__,,.==_ =-,"=� -�=�,� ,"'�, E, I V - � ':��, �,�2 0 2 , I I � ��, , , I Q 0 " �� I ; � " I ,,, " - I I � . I . �, ,,,, . j 5'' - - 1, � , � / �, , I j I I � ; � I � . f 1, , -) � . I- - , " , ,� � f ,I � - 4" " _%___,._,__ I/ \ 14 6�' ", ,;, ,'1�1,1-1_,__ I HA � ,I�'l�,',;'�,'�l-,z,,�,',',,7', 7,6' 1 I I _, ,_ AII�Vll_ 11 I I z .I I , - -, -, I _ , U,,�I I I i ,/ `"S " . , ,ANOPY 29mem '190M ��M'%& . 1 ZW5�1m_ 489.62 - � " I e, Kc ; I I -, / hl� U1) �_4,'157 ��?; " I , Tx . t I I, - , I S � - � ;1 - , �171", - 1)11�_Ivk )All 1111;w ! i 11 I � ," V� I I � 492.95 "IM.. I - - - ... i , I ; �. � I 11 mmm�ig I "wa wmg=� mom, 4mm m�� omm# , ,, I I � I 11 � \ , ,:1, :::�_ I ... I , I , I ,__� I 11 , ,_ 4d2.95 wAom Q m-Im ma,_m , j, 1, ,, _�� `11 ....... �" � _; _,�?LfN'z' , � , n � 12"NYLOPLAST ; � I - _ � OVA',` -�'�, ' 111. I I I - "" ", ____ I I f I . I i � ,\ , 1 489 2 11 , I" ,� - - - h!".11- 1-1?C11" I � �, I/ , '_1 " - - "�, , ,� � " � ! j � 1� '% �% 1 14 1 492.95 1 le YARD DRAIN i I , I , --1111,11 I 14-1 , I / - 4 1 / I I I / INV = 486.30 1; I I 11 _", I , �11 I �', , � I 11 f I I� � I _� 4 1 I I I I i I I -,, ��' ---,--,-,_-_,----__, 1, 1 1 I I " _ _,,, ; , 11 -I! 492.8 1 — , "I", I I " �,�) 5 1, \ 1\ - , , ', �. 4 ,"', e 1 7'.. 11 I I, \ 8�� -3 --- - ,�� g,� 1,; 1, , _13-1 ; �,�AC'�-�,�,',J� �," 1 "I \ I � I I ,I, I 11-_,�, I 11 _, � I - I- __" � �, , ,, i , , 1, i I I , - , '3�,_,11'1V1h'111I' 11 1, , / ,_�_ --,:,_:-,- , ,,ur,,� I I 3 I — -i- I ` - -1i 1-:11 - 1 I �1, � W4 j` �_ � h, E, 11" I I " , c . N', � � / . I I ,� �,,, _ , I ,-, R , ; -1�1 % 7- _�_ I , -�-'_ � � \ , ", \ l!"", 1)01_1_JA1' � I -- 49� . I 0 . -,. _', � . ef, — " \ '\1_1___'_1 , ,�_ ", _ � 11".� ., k" I N -11-1- ; I 1. I � I I / /_1 I \ / _ / I � 11 11 � I- i / I , ,�.' 270 'o TMP 45C- I -E-39 F 7 W & SUSAN B, WIL I 1 DB, 797, PG, 159 1 , H 111111IIIIIIII . I, , 11. - \ . r I" � Vlk� I -1 �., �� . - I I - �,�_, 11---, � � , r . I � "w , \ \ i 1, / I 11� ! i I 1 ! I "I I - I I . 4 , � i 0) 11f#: " _d 9", ", I __ - - I 11- _,_ k I I I : I, � I— 1-11 I i I e-, __,_ , 9 , I I I � = I / r ___ � " ',/` 11 � 11 I i -0 � I -1 I ,� ;15� , � =_,_,:::._,:,_�,, 5 � ) � 1, . 489.14 1 , 111�, , _ � Mv , L � o, "OR / I . "I .�'. I _ _�, ----- -- - 1____�11� .. ... . . ... ____ -1111 , "" I 2'-----� : �` 2.35 I / I _,_,_,� / � , , 03 _��1_11'1'11 - , . ___. __ ---_----- -.1-11-- __._ , I 1 49 4 4 I( Olfc - ______'_____.__.__ 11 �� _11� � . , 11 \ , - ; � ..... . -- - ---- --, ,�m-,_--'v-_,_z� ___.,__,1L I'll ,.,.---. ____,_____ � 1� � I I � ! I 1, 1 I -, _11-�___ I � / I - I I 11 -1-1-111--_ I . __ � I ", _ ____.____.1-1_ e "" ,,,, -__111_1 . ..... ___ .1, 4 1 1-11 ,,, -11-1--1-1111 --- 111--= --- ��-__ , I � - i; "I / , 11-1 1- 1, I'll , , 1-1-1111-.1-1 .... . .. - - � � � •1 492.70 "'. \ ,---,-,--,--, - _ 11:_-,_-'- �j 4 __ -1 11-1-1-, 1111-.- I I I I / \1 \ " , - -1-1 -111____.__ I f � . � I 1-1 _ � _ 1-111, __----1:1_.1___1__1_1'1 � CAN Z; 492.40 � ,� ,,�� .. ... .. _ ___ __ _______ _ - � - - _._ .......... _ � � -1-11--, " 11, I 1; I - - " , � I I -111.1-, , � I I "III, - k I , 1, ! . , , 4 / , 1 488.92 41845 j , / . 3 � . I . 11 e� I i "_ , , I 1 4 il m _,_____, _ k I ; I � , 49 � i � / . \ \ i I— __ 1-1 , . I I I — , 5 i � � � I s . f ! z , x"R.", , 1, 111 -._ 1 4 1 z I , I I / ,... � � 111 4 1 1 - � i ; C/) , ,� I 11 I 4 -�,,qip , , -1 -1 1.1411 I / " 1. / ; I ,11 / X9 I .... "Y") � , Uf, ", I 4 I ��,,`, . ,,,�- � , 1 -,'_,� ii,J_1._F,-fr ",'iiecm,l-iz . .... ... � I A > / I . I ,I , IIJ I I , " I , �: � Z , PPROX. LOCATION OF 6" ,% 1 67 / 489.20 ,,, 1 L5 , -, _ o x 11� �'11 I , fl- /.�` � / . . 11 , �� 02 , 1� , ,�', 11 � VC ROOF DRAIN. , 11 / I � � ,�,,';, , 11 __ 1 : V, �,'_�') I " �,,,, 55, �'.J,,5 "�,., � I I / I / � I , e ; , � -1. X , !"j, - - . � 4 14 11, 4 1/1 f / . GYM I � I , -11 � 11 * ? � / I / I � , I _� I . 12 489.62 1 1 , I � ±10,709 SF 71 I I I , I i I e' � 11 " " 126 / A � I HEIGHT=2,,9'-O" , � I 1 491.10 4 / � " I " ? i � � STAGE/DINING ,� . I ; / 488.45 1 1 1 491.15 K 11 - 48'8.92 - '- '__ , I - I.." _\ 11 - '? 4f,i 0 I � a - -1 - ( I I .' 127 0 - -1 I m -./ � i - - T . + 2,657 SF . - j I __ . -1 / ,I , � _j � I I , � ) , 1� i � .1 1 _154',` - I li * / . I -- � 1, .489.62 GYM I . 4 � I 1, -, � _�- HEIGHT =15'-4 R P 49 / 489.08 I � ... ...... � �� ) _1 z I L6 . � I I � . "� � i I'll , 491,00 FFE = 489.62 ` 1i � 1-11 I I _X I , TW 494,90 WITH HAND IL �, -1 1, I HAND /. __11 _ /� � � I., � I / , , i 1, 11 - -, -_ i , I 1- , BW 491.72, - 11.6% SLOP ,A � " I � _ P 14 1 I _ _ 494.95/ 490.35 . L A TIE GYM ROOF DRAINS TO i � ? � - I I I I / -A I 1 5 . 4 - I " i I I 11 � � 11 ... 4 TIE GYM � 3.7' 1 1 / � �, . I � .jj � 203 ", . i oft- — — ,/ 4 - - I V , 125 � I U �- _ ,� F , � . / "I \ , . j **** ,P�o , 1-1 490.23-1, 1 1 PIPES 125 & 127 � \ I " �; I , I -, I / � % I / 4 , , - , 1416,�,?. ,.". I N - I _ - 1 2&9.'66 ; 24 � 204 ' -1 1-1 11 I/ � V, I � I �, I I " , I � � C� z .. 484.25 I" �I , , , I "I i �_ - - --I------- - - - - - - - - N 4 9.62 i 110, 11 .. � I i � 1, 4 49 1 1 � "I ". X , �', � ". I I I � - V / ; , � 4 _ __ / � 7t / ' �`e R 1 3. 5' i ' . I I 4 11 I � `1 4,9 ; I' ; , I � / I , � I 50 �1_11'1'1 11 e' � I I 11 4 14 1 . 1 489.�5 " - ", . - - 1 489.62 , 1 4 4 1 7, \ 0) 11" 'I '' 1 IN- � I � /, I i .,� I'll ,� "I � � 0 , " j ., I 11 "Ill,.- I— I" � I , -A I Tr�, '489.00 4 489.45 I \ -111, 489.1 1 ,�(,�o____ - ..... ... ... ...... _._ � .... __ ..... __ , � , ��_ � I , .1.11.11.1111, _ 1-1111 �.�, ''. . , " / � I i 1-1 �1111. -4- ��_� . . ......... ..._ ,__ ... .. ... - � _ - �', ., i APPROX.LOC � - I ,q, . 68, _� ; � � 4- I R11 . I ,*&m j "I I /I C ) I- -1. __1 "I, " OF 6" PVC R 1 2 ,',,, ., 00 / �1� I � 11 I , 11, I ,__ . / I— I' ' I � 11 11 8 , --__ s � oumi-r- I �Z_V pxlt,l / � _ � �r ", , __ __�7 � -11 � - � U " I— -,--- ----- -- - , - 0,'_';,.��. "I " "I 11 � r' � -, 6 1 1 _� V 11 I f "I'll I I I � . �' I,*, � I — r - - IIIIIIIIIIIIIIIIIIIIIII " � - V . I 1 61W — "I 11 �__ G I , A I ;1 , �'.q , ��,� , � I ma SAN — 11 AN x- 4 " � I � I � e --- __ " � 205 1 i . I , 4 -1, - " �11 I I F__ "I. � , — � V I I , I' "' � 'J� I � � I 11 4 , 11 �11�1 � I oq�l _11 - I � I 11 6" ', I .11, � 4 - I I � J Z J 1+U 11 I � I � . I- - 11 � - I I � 11 - � I � 4 1 1. -, I - I I I 11 / ,_ 1- ,� ; .11 - I - 11 � I 11 1 `49k`1.30 j , 1, 1-1, TM" ,� I -1-1 11 I.- � � � V ,-489.07 3 ,, � , 1".. .111. __ z A \\ � \ - � I I.- I � - "I 4 111_� 11 y \ - 11 � . 4 - I T44P 45C- 1-M-21 � � 1.11 " , -1 I'll I j ", Z _1. - - 1- _1 1� -1 SERAFINA B. OSWALD � BASE BID ITEMS I __ � i , 1, " __ 1- ,." "I --, 206 z , - a , - -, - I I 1, � ".. '+1111, R6T 1 4 I- D& 2754, PG� 354 j I 14 / I-, \ 4 & I 11 I I I I _ -1 488.86 " 1, 11, 1, , - 1 -11 . . I I - _ _ " 1, 11, , �", � ; ,I I I 1�, ,", __1 � � I'll .- � , " . + .1 - "I R75' ,,. � I �I , 11 1, 1 I �A I I 11, I I - , , 90. , I : , , 1 4 . , - I �_, . __ -1 � 4 1 � — , - �, " " 11. I � 11, -1 I I— ., __ I � , . — �, � : �1' , 'I, VAIII I I 1. , 1-1 � I I 11 1� " 11 I 1% 49 � i - I 1� 111. -, � � � ... 207 -� - I I -_ I I 11, , 4 � I 11, ��:" -, /A � � � ,,, __ I 1-1 I'll L � �� I � � / , : I 1_� 1 11 I, 1, � \CLASSROOMS / FLEX SPACE . I I *1 ___ � ., , "I � I -_ .' . i � 11 , ,., I , 1 4 , I �, 48400 � I I _ -, , " - , - 1, � 3, I I � - I : . 1, -, - - . � I . I � 489.20 "- - I 1� ,� ,,, ± 11,380 SF L - -- S : I � � 11 " \1� 208 -, I I '__ __� __��' �� I , I'll ,� I I \ -8" 1 8 . , I I , v I I I � i I ' - ` 1, , _--7487 ' , -7,,", I I / 1, I HEIGHT=20' 6F COVERED i � , I � I 15 � I � 1- I I i I - 4,_5 1, N11 I -, / � I I j ' L, 1 4 -1 I �1_1 I ,. . CANOPY' � 11 I I � ,� I , I I 1- ; . I m � 1�� I 1, � , , I I I I I 111� _ I— -1.1 I � 1- I.. - - -1 \ . , _ti 11 , I �, I f 11 I I 1�,,� , , � 11, I ", �,�. 1, 11 i I / � I i 1, "' I G) I - \ _ �S , \ ,I � \ I I , - I , . 489.50 11 Z i - ' "� I � , i 1 209 'I-, , "I I L,,'3'A,, i "', -11, ", ,�,:Pl 1, - � , � 11 ",<'Y'�", �. ; � I I � I I� , - I , " -,,, i I ", ,�, e�,-,i� I 1��_ I i " N, I , � , � I : .� � - '�_, � i I/ � :1 I,, � " 1, , - 7 1_",,i_,�r / " \ RRMM I - 11 ,,, \ ' I 11 . ., I , �� IPROPOSED ; I I I 1-1 . I " 1��i� 1. � I , I- % I I � 1, BAYFILTER li� � , I � 1, 48,0 '---, �, � 1'� . 1, / '1� , , ', � � 1, .59-/ \ c - % ARCHITECTS, PC I 11 I CARTRIDGE i ; �", � ,,, I" , -, � � %- I I 11 1 ,6 ,�'ov: , ; - .]---. 489.1 1 . � I . � I 0 a ", . GAS LINE w I' - ` 1-1 / � \ I I APPROX. LOCATION 0 : ; I � . 4 ` �_ I" ; " I ,\ I 1, , I �'_1'11, � 1, � ` ,4 4 1 1 1 "I FILTRATION 'I- � � TMP45C-01-M-19 . �� . �� -1 I'll, -_ 1, -11 \ I" , � I � , \ 1317 Executive Blvd, Suite 200 F � I I 1 89.75 ,, "I _1� i � I/ 1; 1� - - I , \ 1\1 "I ': 11 1_� 11 \ " 6" PVC ROOF DRAIN. I 11, I J'�,�� SYSTEM B � 11 I � - 1� 11 � , �� 11 ,,, I " I . 1 489.95 1 1 1 � . I "" I/ I-- . \ , 1, f 11-1 Chesapeake, Virginia 23320 t 1, � \ 11 , � WON PEE THUM & .111�1, � . i, \ ; I I � I I �� i I I -11 i ,�,, 8 �11, , c _1 � � � - '., "�, 1, 11 � � / 1- I, I \ 1"�, � P il-I 1 139 4" SAN. SEWER S489.( STAIRS TS 490 � � ,- I I % 1% I .1 : 1'� I 1'��11 � I \ (757)622-2828 , ICLASSROOMS � , I �$UREERATPEETHUMNONGSIN-1 I / � -,, " I 1, -, I 1�11- I B 5 1 � 11VV, " I � I � -1 , COVERED INV. = 487.56 490� � , 11 � � I I , " I \ I ", - 1 488.957\ . I ,1 � ± 8,148 SF ; I $11 � '1�1'_ 11, 1. APPROX. A��EA OF RELOCATION �1� � D& 2828, PG, 99 ,"' 11� Z , I , I _�, I to-ooft. I I , I 11�, \ 11 .�, � I . I Y, I I -- ,�� ,, ; ��I 11, A 1, I � 11 I I 'r , I � -111 - . � � % I _. 1". '� 0 .7, _ , - 4 ! , \ , 0000 . , FOR EXISTING �HEQ�. I TMP 45C- I -M-20 i , I , I I " �, � 11-1. -11 I- I � I \ CANOPY 11• , - , --u . -4" 1 1 � � III. I 11 , -111" i ,� 1, w I / -1 _ -1 � 1'� ,� I � ", 1, . . � ? ,HEIGHT=19' , - S i ; e- 1% . , I � q " __ - I 11 �" , - , , , 5 " , � 1, , I CONTRACTOR TO COO � I 1, f / / 11 11, I , I \ I'll / � 1, , I/ I (TYP) w "��.,�� "'?, � 2, APPROX, LOCATION OF 6" 1 � I '_ _ "I 1, CID -14 1� I- _.�, RDIVATE RYAN B. & Z4RINA M. BURDGE / 11 \ / �/ "I I , , G) " � V U 's : - - I I 0,- 0 1 " 11 � ,,,, � ", , I � \ 488.95 - 4 " � I I _ICA ; - ---I- : I I -, FINAL LOCATION WITH OWNER-- � DB. 3893, PG, 202 � I , 1 4-j f C'��, - ) , ,` \ . I - I PVC ROOF DRAIN. I -11 -_ I , ----i � I I 1, , 1 , I k , _� 1, I � 1� / 11 I',, \ ` 6) 11 � ""I', , � � "'. 4 � 4 1 : S I I � \,, I I " ". 488.42 ` I , i � � I., 1',, � ./ I'll �, _AIK \ , I , I � I-- � " ' 488.76 - I I �' �111 - I,- - � � �, �,,, I I . � � ,-, " _ i I I/ I , � I I I I I �� " ,,, % 1, � / � IC-) I -,-,�, � I �] I t __1 , I ; 2 , � �,� � , "-":,-- � � �.�,� TC 488.2 / 4 00 w_!0 � -429-. -_ 4 , I - . ", ,,�,,, " - . I 11 ; q I'�� , I" , - I I � -TAWS,KI;�' � " I I -_ I I i ---,, � / ,./ , -1 / " �) CRAlf3 V� . K' i � _ --- - '. . I ,1 I %, ` "I, -, I ,�, 4 < 4 -..P , ; 11 I � , __ - i I I q I I I - a ,,�,',', , � I � i ' -;- 489.95 1 , I -1 � I , . .,.� -, I I— ,, I- I ; . I I - o - ! I - - -11 � I "A"I , 1_`,�', -,, A. � I I A�5917 I � , � I L/- J89.75 ; \ 11_'_e ', I- � � / \ I I '. -_ 6 I � , , 1 6 I I ; i :: � � - , �, - ; - _1 I— � " � '11, v / ..., Lic. No, 0402( � % - 1� �Jj I , " 11 � 11 - I I I I 11., , < � 1. I 1+ f I ,, , : . ,�,,d-,,. . 4 .0- - 11 ~q �A_ L� 12 3 /� 7 ,,a7,� . / � ! - . 11 , i _ I " --- I _, I i I I / k - - t --- _ ; -11', I \ , '� ,,,- I .J��, 11 I %- - - - - 11 ,� , I-, I 1� ,�,, - I _� I "I � ... _1 , ,r - � I � / I % _4 -__ I", �,, _-1 �__ __ __ � I" " 1, " I" "I �, \ � , /e I .I..- - 75 __ �', 4 1 t_�6 , -, � 1� 11�1 _', 11- j ... - I I 1. - , � , 10, I _�,' I �;''_ I 11 �_ f, " 1 489.30 � .. i q� ..� < � 11 "I., , "I � '11, -_ I ,� I I", �, k" EXIST. 11, -1 , _ , � INV. 488.62 " 1 488.70 �� . "I , - I-_ � �, �� " ..- .-- ,--" ." I -...--- _ - - k'�,y_ rF I , I l-, I �, I , 1�, - _ L ... � Z11.1 Wop II , w �, I ��11 , , I " - "I o Ij I I %% � I ..� 11 � I ,`_ -11 __1 - A . T At !, � , - % ,_ " ! .� P, .O- ,�, _-, , _1 -_ - I L � 45' BEND I I ` I I-- 1_�,' TC 485.40 1 ', - _-� - . _ 4'91.95 i I I V � 488.60 - 1 "71 11 I ,, 11%-1 "I - I 1, \ � I � % I G - " _� I _ _", ,,, - I , I ' I 11 I \ - 1 88.22 __', ,-", I 489.65 11 I � I - �, -.1" '�, \ � ', 1, " I ,,, "I - I- ___ � 1� I 1�', _ .- I . - 1. :I - P , - � � - i � I �? , , - - __1 - 1� I I -_ - - - -_ - I I f I _ ", - �, I I �_ �u ,., - � , I I , I ,, I N " , 0),\ --- , I I 11 I � j`_1 , P, � - r_ 0 I I 1, 11 11, , - , 11 I I" � - - -11 _7 _ � 1,1, " I � 11 1-10 Ill I I I � \ , - �, �, -.,- - - - -- ____� � .:� M E i , 1� ...... . . ( I 1 ,�3,7.1'1 ,��:�,� � I , � 'I, -, � _ _._ " -, , Rk " , I I " I" _ I , - 480 - - -, " I , _�_ I I t IE I I - __ , "' I I " %� � -11 .- - I "I \ � � _111 - -_ FH r � I ,�,,,V/, � 'i I I "'' � .111, I � 11 ,;,� I -- I" " ---( � - '. " � \ � � _," 11 . 488.?2/ 71 M I - i I" ... -, ,� �, 11 I I \ , I ,�! 11 '1� EXIST: TC I , , �"?__ '-, " � % \1 I 1, � \ \ 6" 11 , E I , � , 1, - ,, %. I "I I I ",I 1, , I �� V 4 - I - - 4" " �, - � 1�?_;�L", I , 1. \ CG 12 ` �,' " -1 � 487,92 11�1 I \11 ,_ k1 " , � I - I . I /I I � � �� , GRAVEL 1"� . 1. I %, " '"" " , 1� \1 -!j,',','-,-, I TC 484. i 6'_ \ 11 11 . "i TGA I a 91 ., 11, I � le , ,,, - I , __ 1, I "I I -_ 4j 4" Dip 24' 1 1, 11 �", �, "I I � ��3,1v- / 11 � . - 7"� � - - 1� 1 "'w" - �, 1� , , 7 1 1 1 � \ e` IT; I _6 � . , I" , . TRACK I �, `k,� 1 " ,1 � , I , � 1 ,,,,, - I , ,'314 �- I �'N,11 I , � /A.�aqt-. I . c 1� I ... I CLASS 53 1 'I', " ,�,, \ "' " , I _ -_ I � ,,_ - I-, I �, \ � 'I'll' � I i , ., _ 1, 11 , I— . 1- , N, _v I'll I'll 11 I 11 �".. .11" ,�, ! , " 1, 11- - - __ _ __ __ __ - , - __ I'll, 152 1 1 \ I" \ rl � " ,-, 11 11 �', , 1-1 1-1 "I'll, ,1�11 ...... �/ . 24" CIRCULAR , 11 �, �, / `-_..,^__1 -_ I'll- ,- ", TC 483.55 1� \ I I � . _ ,. " c . . I � I / 11 -11", I", 1, , \ L-- TC 4 8 ... I I ; . 11_11� I I I I 1, I . 1, - , j-, __' "I'll I— I "I TC 488.4 ot � , ." I , -111, , ", I I BASIN 11 I , �j , I I I - � I \ , " ,� "'d 6" 1 , I/ "�11 I 1, , , ��, � L", / _, ____11 \ \ —, 1\ 1 6" X 6" TEE; i HC 487.90 i4o ; / �, 1�__ , -_ , 4 11 � I I - � , /I % 1, , ", , �, , \ , � " TC4 .5 � \- SWM FACILITY B � ., � -,,_, I / ; 1 40.7 "'� - \ -----I-- L �, � I'll I , I �, ,,� I \ 1� ,,w", ov,u,< ,. FIRELINE GV , I 11 176 LF OF 72" CM ! I �, 1� � .... � ,� I__ I I '1% � \ 1, 137 . 0) ; I .1 I I . , ., = -1 -.1 PICKL BALL COURT I .! __', " ", hl_lr �, ��, ',�_,, ' ", 10 135 � \ . I , , \ TC 489.0 I * 1-1 " I I I , ; I I TC 48 .20 t " 'I', -11,-` _. I I I (SEED TAIL C1.0) � 11 Z . il I - TC 488.15 133 '\, " V, �1 48 . I I i , 11 " I r14 11 11 1�, 11, ,\, " ,,- ,,� " � 48 9 , I � /_ 11 ��,_ -- _ - -_ - - - " , I— , , \ I , I � ,-, I— -1 ... ..... 1. -, - I 1% I", I I I ( j , I " 61,, 1 k "no , I I i i " "i-;' I . 1, ,,, I 1' ... _ _ % 1k �, ", ,\ "" �\ I " 11, "I 1, — -, , w 41114 � , , I , � ; ; I , , r D ,' 1 I , i 1 5 / I'll 81 '� " , � -,-+ 489.32 ` I : J . a a L_ i -_ � I o --__ I � I , '�',_I I � ii� I - I I �� - - "I I V 489.42 42 I I 0 - i I I 7"" I , I I Iw I V 11 4 FOURS� ARE COURT II 0 i , (S DETAIL C1.0) ; 489.62 : I ; I ! , I I �, �., 489.62 � . " . I . I � /} , i I , � . I C I I � I ; I / 1 489.62 ; I / 5 1-1 EO __ I ;1, � 1, I ) 6" FIRELINE GV 1-0 �� 3 , . , 1 6" X 6" 1 . � a I . TEE . i q I I " . I I I , - 492.70 i I � : . I : REFER TO SHEET L5.3 488.92 41 FOR DETAILED AMPHITHEATER ; LAYOUT PPROX.1'LbcATiON OF\ ROOF DRAIN. / y4S9.62 GYM 1" /' ±10,709 SF I HEIGHT=2,,9'-0" -- - , B 2 � r 11 __111 " 488.92 4& 489.62 GYM FIFE = 489.62 ! ; I , '. I TIE GYM ROOF DRAIN; TO , PROPOSED STORMSE ER ;� 1 4 PJIPES 125 & 127 o 1 489.56 i 2 - \, , I , 4A9.62 , - � I- I 1, " I ' . 489.45 N 1 489.62 -\ ," ,,, ', 489.1 e f ` BEND 2 O ' I 1J1(,.�a_______- 1-1.111-1-1 11 11.1 1 .1.11 -1111-1 Ur';_- ...... _ ".. ",." I 1.1..11... ___ - " - I \ 1 1-1 le A I , 61w " , — 6" Vel , \ , I I 1 , 489.07 489_ -"/ I ' I " . � I '1-�r - - 7 __ , - Y -- h I GTT�-7, � ; w ry w r) LIJ c/) JJ (/) LLJ (/) — Q_ +_ 0- �_ �L �_ ()f 0 Z LLj LL1 0 Z LLj LLJ 0 Z LLj LU 0 N2 co 2 U) 5; Lf) 5; 5 5; 2 5 2 Uj LU 0 Lu 0 LU 0 0 EU of 3 w c) 0 (1) U) U) Y_ z z z v- __ 7- N 0 0 0 2 2i 2 Co N , - 5 0� �_ I I ; i r"% 0 I r__ Ir— 't I, - Y_ — w 1r__ ' 11-T I- It— 1�11 v- __ 7- N LLJ < r") Cf) Z () (0 T_ Ir— 't - - � I Y_ — w C) N CD 0') (y') Of > LO f i � < LI Co N , - 5 0� (0 T_ Ir— 't - - � I C) N CD 0') (y') i 1 LO f i � 2 i T_ Uj 1 �_ I I ; i r"% 0 I �� 0 T_ E- C) W ) 6 Lu Z 0 <( b ui Y_ () �- H 0 to < w < cr_ ( -1, I i 1 I ! U) = m G / 11 11 -1,11 1� 11 TC 484.70 -1- 1, ". I" N 1,� 10'BASKETBALL � , " I � - I 1� 11 -., 1, � ' I t, , ," TE , '� ,, 1. e , I , 1 49 , � "I " - _ - __ _ 11 1, �,�_ 11" ,,, TEMPORARY 66MPs R ,� - 1- -_ _. __ 154 2 ' 488,46 GOAL I \ 1, TMP 45C- I -M- 16 1--._____ "HIC)C1�011.1"'Fl, I I 1, -1 '% N, "", ', 136 1,11 " I , \ 1% . 11 I ' LOCATION. PAVEMENtTO", ,,- ��,, ,-, ," "" I- -,. , "I 11, ,'� 1, -, " I" E 1. N, � " I 11 I - 11- - - i I I /4111 1-1 � - I—.- -_ - I_- �� B REMEDIATED AFTER ,, 1, I , , I ".- ,.- - -- I , I 1, � , ,� JAMES C. & KATHERINE " -, (�'e f"�`,` ,,,,, 150 ", - r111 , � - 11 \ 11 "" II 11, I— - -1 . -1 1111 - - ! 1� I \ \_ / SCALES - 11 1,9 RELOCATION Of D ' , 1',, , - , I , I-- - 11 -,. I - I 11, 11, I � ,� 1� I , _� - -_` �: _,, - _ � "', -1 � -1 11 " s I .1 DB. 3743, PG. 329 11 I , ATO PERMANENT LOCATION. ' _ _. - / . � � I , I ,, , 1,' 11 _ , 1.11 ,\,�_ 488.82 7.71 /I I ,UMPSTEk�1,11. . " , " � ; �__ I1. 1-03 - " -, ,-. __ I 11 -,, "I I %, , 11, I,- __ - I I -_ / le I 11 , \ / 11 �', _11 , 1, ,,,, ,,, - ,�� ,;��, -, [ I I ,4z"- ,-,-,- - I , , - 111- 11 - � � � .-1 11 I �( -1 - '._ _ -- m , , , , " I'll, 11 I I I " �, I -1 ,, i I . I',, � 1; , 11 I -,,, -_ "" � -11 - , I i _�', I ", - - ,,, " I - ' - I'll., -1.1 I __ - I., 1, 1 , �_, "', _ -11 I-, "I � I— --- I— `11. �1.1. " .... 11 � , .1- - .. - -48 _ - )) . I, I \ , 1-1 I-- 11 I 'L.. - I 11 I 11, / ", �_ I'll- - 7.94 - _L��3 LJ ..... . �4�1111. . - - , , ( I I-, , " 1, "I I', 149 , 11 I.". - - - , 114 ,_ f � 1�', - � , , . ...... " 486.910_::�F � , I 11 I 11,_�111 I", � / 11, ,,,, \ 11. I., �_, - U11 , 1 - ,,,, -1 " . ' 1- I , � I- I" � � / I � I � \_ 1�� "I - 11 I 11 , \11 11 / , 1111 %1, 1_ \ 'i ,/ I , . 11 I 11, I " - I -I,- A�- 1� I / I . 111�_ I_', .- . I _X I., ' . ,. 1_ , �11: - - ' _ ' I ill I',, " . . �1. __1 _ , i11 I" -_ 1, " " 111- I I 11 ,- - 00 "I .. -.1, __ 1, / / N I �\ \�_,I/ ". _� I-- I`%� I 1. - 11- -_ I —1 ,� : No PARKI - d � �� '__11 1�, ," Il- 11, 1_,, -, I I.- .. -_ .1 ... _%_ ' i 1�1 \ � � I �1'� 1, --6,`-DIP,-- -_ ._ -FIRE LAN � I . � . ". 1 450 BEND', , , � I 11 � -11 1, -,,. I I I I— I I-- SIGN I I \",�, - '� I � __. _ �1. \ -, WATERLINE . "I 1, "I1 -I— 11 I � 9'BASKETBALL � I", I 11 11, "', '_ 11, I— I'll .- 101 �_ _'_ __ 1) z � � GOAL - / 1, i \11 (I 11 / `_ l-, -, - I. -_ _ _ I / 11 11 " 11, � - -1 ,-, 5 1.11 " , - � . ". "I " ..... . . - - 488.90 1 1, / � - .- I � 11 1� I- ,.-,,�-�, , , , 'I" �' ", - .... t 11 11 I " , � ... . .... .� I / 11 1 -1 - - 1-11 r"A':�,-1 ,,, - " Q_ I -- I III,' I , -11 ', , I 1, 11�""', -1 " _-'Isl,�, -, 11 � � 1, -- PRIVATE SANITARY e 1, �, � /I — — ,�,� - .� � I 11 -11 �, . 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I " , " 1� 1, i " I � I I , - , ,\ � EI - �'. /' 'N 4P) 1, PM %_1 I I!, 1,, I I 1� I 1, I, ", I . i li I �\ � If i z � /� "I 1, I 11. f j 11, 1.� 11 - � I S/ "I , , . '1`1 I 1 1 --, __ I-, I I FHA i 488,42 . i .� � " 1, ,,,, 1� � I __ I �, I i - 11 , I . , - I - ,� 1 I i I '. ; i 11 It I / I t / , , , _,, � I- - . I "., , , \ � . I I— 11, __-_11__ -"-- ,`�: - 6" GV I 11 i " _< %, \� ,_ I 11 '_� 111-1. Ill 61 1". - - I - j 11 - � ,,,, 11- -,,,,,� / 3 - I _ - -, � i ?_�'"11�, '� , f . j I I 1,� � ,", _', _1 ,i 11 ,� . . , , �, � I \1 ,, , I" - -, 1 , 1.11- i , 1? D; _ I I ; 1 "" I - I I I I I , 10' BASKETBALL � �, T "\ 'r I � : I - I I ,44 I I � � �, � I � � � I , / ,� I . I GOAL ' "I 11 I (," / ,,, �. I 1 I 1, �\ "r i I ! 1 " I" 1, ! -11_ I , I , - I 11 , ,_ �� 11 APPROX. AREA OF RELOCATION I , j � _- ;.I � , " I � . 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I 0 — WE � 0 1 r I L) Uji I : 1 (y < m M, I I I — I Uj < 12 W 2 q I I I W > m 1 I I i � �e - >_ �- 0 I W i P, I 0 z D I i I I 0 o m000 LA_ I I Co C) < I ! I 0 0 : (n : w I � 0 < j ; ry � n ry 0 0 1 ; I SHEET C6.0 In I ED m ENV 101 J G 19 U C 1 I 2 1 3 1 4 1 5 1 6 1 7 I 8 I 9 I 10 1 11 1 12 8" C.O. - STA 11 +88.34 2 TOP 490.30 INV IN 484.38 (3-2) 4" C.O. - STA 10+43.44 INV OUT 484.18 (2 - EX -1) TOP 491.38 4 4" C.O. - STA 10+81.58 3 TOP 491.79 INV IN 487.48 (5-4) INV IN 486.58 (1-3) INV OUT 487.28 (4-3} INV IN 486.58 (4-3) 4" C.O. - STA 10+00.00 TOP 491.27 5 INV OUT 486.38 (3-2) INV OUT 488.30 (5-4) 500 CONNECT T TO EXIST. LL SANITARY Y LATERAL ' f 485 INV IN=488.50 5-4 __,_t_ CONTRACTOR TO VERIFY 4-3 3-2 1 43.44' OF 38.14' OF 106.76' OF 4" PVC 4"PVC 4" PVC @ 1.88°l0 o @ 1.87% 1.84 /o 1 F3 f 480 _..._..__._..__w..____ _._� _,__..._,__..._�......_.M_ __w______-_ _ �.. ,.... ___� ._.__.____ 2 - EX -1 PRIVATE SANITARY E 24.14' OF SEWER MAIN (TYP.) 8" PVC 0 9.65 /o 475 _._....._..._........____ ' _.�__________ i ----- RIM OF THE ECIST. SANITARY SEWER MANHOLE SHALL BEAISED TO MATCH THE PROPOSED GRADING PLAN AS REQUIRED. - 6 4" C.O. - STA 10+32.89 TOP 488.60 STA 10+07.55 6A INV IN 484.22 (6A-6) TOP 488.83 INV OUT 484.12 (6 - 11) INV IN 486.93 (B -6A) INV OUT 486.83 (6A-6) STA 15+07.06 X-1 TOP 489.70 12 DROP MH -2 - STA 15+90.15 INV IN 481.85 (2 - EX -1) TOP 487.61 INV IN 479.51 (7 -EX -1) INV IN 478.06 (EX1 - 11) INV OUT 479.31 (EX1 - 11) INV IN 483.08 (6 - 11) INV OUT 473.45 (12 - 11) 500 500 500 500 F E { E i PROPOSED GRADE -i1 495 10 4" C.O. - STA 10+00.00 TOP 492.28 INV IN 489.17 (4" PVC FROM GREASE TRAP) INV IN +/- 489.20 (EXIST. 4" PVC) INV OUT 488.97 (10-10A) 10A 6" C.O. - STA 10+13.09 TOP 491.62 INV IN 488.50 (10-10A) INV IN 488.50 (3" PVC) INV OUT 488.50 (10A-7) 7 DROP MH -1 - STA 13+66.73 TOP 489.68 INV IN 486.33 (10A-7) INV IN 482.05 (7A - 7) INV OUT 481.85 (7 -EX -1) 50( 6" C.O. - STA 11+64.44 8A TOP 492.65 INV IN 485.08 (8B -8A) INV IN 485.08 (4" PVC) INV OUT 484.88 (8A -7A) 4" C.O. -STA 10+10.45 8B 6" C.O. - STA 10+56.51 TOP 491.75 9 TOP 491.80 INV IN 488.41 (B-9) INV IN 487.52 (9-9B) INV OUT 488.21 (9-98) INV IN 487.52 (3" PVC) INV OUT 487.42 (8B -8A) r_nn 7A 6" C.O. - STA 12+61.72 DROP MH -1 - STA 13+66.73 TOP 488.85 7 TOP 489.68 INV IN 483.66 (8A -7A) INV IN 486.33 (10A-7) INV OUT 483.46 (7A - 7) INV IN 482.05 (7A - 7) INV OUT 481.85 (7 -EX -1) I rn i EXIST. EXIST. 1 9 EXIST. 9 GRADE 1 ( 4_..9__ 5495 GRADE PRIVAI E SANITARY G RADE a 495 GRADE 495 ............................................ ..,...,..,.. .,„....,,.,,........,..,,...... .,.... SEWEq MAIN (TYP.) 490 __ _.,._......_......._ ___ _ . ___ ___._ ...__. ,._. _._.__._._ __ ....._._ PROPOSED 490 490 GRADE E f E EE E � E CONNECT_ I PROPOSED WATERLINE TO 6-11 q j BUILDING 38.76' OF G RADE ! .........°.°.°.°.e..,...„.e.....,.._._._..�....._._..° °, n.e. .e...e.°.......,........... .._._._......E ._....e.�,..».e.e.d« ..,m._._.n....,_...,.°.:.....................o .._. INV 487.08 4" PVC PRIVATE SANITARY CONNECT TO rn� @ 2.68% 485 485 � 485 490_ 1' MIN £w _.w__w_ _.________ w. _______�'_mV_ - ; OUT 488.62 W B -6A I E { 7.55' OF € EXIST.; ! E 1 EXIST. 485 4" PVC € 1.5' - __._.____�ddn_P_mm»I„ ..,v, __._ .._..�__e_.v-.°�._�-_____��m__ E 1 485 ELECTRIC ;CONDUIT 0 E 2.00 /o E E '--""' ; g_g - \ E [ 480i 4" WATERLINE 7A - 7 STA. 13+92.84 E 480 _ E € 480 E 485 o E 1 25.34' OF ( 1 480 4" PVC 1.2E E �e �_..._._._._....�°.�_..� �ad ddd_dddd ..;nn.°. _._ .°°.....�°e.°... _.�.,.._. 480 E 0 10.30 /o l I E E 2.1' 1 f i 10 4" C.O. - STA 10+00.00 TOP 492.28 INV IN 489.17 (4" PVC FROM GREASE TRAP) INV IN +/- 489.20 (EXIST. 4" PVC) INV OUT 488.97 (10-10A) 10A 6" C.O. - STA 10+13.09 TOP 491.62 INV IN 488.50 (10-10A) INV IN 488.50 (3" PVC) INV OUT 488.50 (10A-7) 7 DROP MH -1 - STA 13+66.73 TOP 489.68 INV IN 486.33 (10A-7) INV IN 482.05 (7A - 7) INV OUT 481.85 (7 -EX -1) 50( 6" C.O. - STA 11+64.44 8A TOP 492.65 INV IN 485.08 (8B -8A) INV IN 485.08 (4" PVC) INV OUT 484.88 (8A -7A) 4" C.O. -STA 10+10.45 8B 6" C.O. - STA 10+56.51 TOP 491.75 9 TOP 491.80 INV IN 488.41 (B-9) INV IN 487.52 (9-9B) INV OUT 488.21 (9-98) INV IN 487.52 (3" PVC) INV OUT 487.42 (8B -8A) r_nn 7A 6" C.O. - STA 12+61.72 DROP MH -1 - STA 13+66.73 TOP 488.85 7 TOP 489.68 INV IN 483.66 (8A -7A) INV IN 486.33 (10A-7) INV OUT 483.46 (7A - 7) INV IN 482.05 (7A - 7) INV OUT 481.85 (7 -EX -1) I rn i E EXIST. 1 9 EXIST. 9 E ( 4_..9__ 5495 GRADE 3 G RADE a 495 GRADE 495 ............................................ ..,...,..,.. .,„....,,.,,........,..,,...... .,.... ...,,.,,..„................ y..,..,..,..,.,,__..._..,.,,.....„.,..............,. .F....,, _ _ ___ _....... ...... ..,f....,. __ _.,._......_......._ ___ _ . ___ ___._ ...__. ,._. _._.__._._ __ ....._._ PROPOSED E 4" DIP FDC GRADE E f E EE E � E GRADE E j GRADE 1 PROPOSED WATERLINE �� ? q j IGRADE ..,,_...,dd.,,n„dd G RADE ! .........°.°.°.°.e..,...„.e.....,.._._._..�....._._..° °, n.e. .e...e.°.......,........... .._._._......E ._....e.�,..».e.e.d« ..,m._._.n....,_...,.°.:.....................o .._. 490 GRADE PRIVATE SANITARY CONNECT TO rn� rn z SEWED MAIN(TYP.)BUILDING 490 INV 490_ 1' MIN £w _.w__w_ _.________ w. _______�'_mV_ - ; OUT 488.62 W 490 EXIST.; E EXIST. 485 _ - __._.____�ddn_P_mm»I„ ..,v, __._ .._..�__e_.v-.°�._�-_____��m__ LECTRIC E 485 ELECTRIC ;CONDUIT '--""' ; g_g - \ ! CONDUIT; ! 4" WATERLINE 7A - 7 STA. 13+92.84 X855 m 10-10A 1 13.09' OF 10A-7 4" PVC ;42.72' OF ' 0 6" PVC /o 3.61 1 0 5.07 /o 475 475 _ [ 475 475 PIPE 111 (STORM) STA. 10+148.33 STA 15+07.06 TOP 489.70 INV IN 481.85 (2 - EX -1) INV IN 479.51 (7 -EX -1) INV OUT 479.31 (EX1 - 11) 12 DROP MH -2 - STA 15+90.15 PROP. MH -1 -STA 17+17.92 TOP 487.61 11 TOP 477.79 INV IN 478.06 (EX1 - 11) INV IN 472.70 (12 - 11) INV IN 483.08 (6 - 11) INV OUT 472.50 (EXIST.) INV OUT 473.45 (12 - 11) 495 10.53' OF"---.'`''�--.` 6" DIP 105.00' OF 1 I 485 4" PVC FiREMAIN 6" PVC ' 1.5 MIN' '3 3 f 3 } f ; £ E 4 _ _ E 85 @ 2.00% 8B -$A @ 1.34% 3 WIPE 133 (STORM) 6" DIP 107.93' OF _ £ _ 3 6" WATERLINE FIREMAIN 3 STA. 15+$6.56TA. 10+84.06 9-9B 8A -7A }46.06' OF i 6 Ductile Iron; 97 28' OF 1 m 4,. PVC @ 2.17°!0 6Ef PVC I E I i o { I £ o i £ } 1.25 !° 1.50 to 480 PIP 214 STORM £ } � } 3 480 STA; 10+78.15 PRIVATE SANITARY 7 -EX -1 I SEWER MAIN (TYP.) 1 140.33' OF j EX1 - 11J 12 - 11 1 ? $" PVC 83.10' OF 127.76' OF I 8" PVC 8 PVC @ 1.67% i @ 0.59°!° E 0 475 ((��\J 1 .50 /o E E Vi E £ E 475 £ , £ , t 1 5 _ : ._.._.._._..._._._. _ If RIM OF THE EXIST. SANITARY SEWER } MANHOLE SHALL BE RAISED TQ MATCH THE j PROPOSED GRADING PLAN AS REQUIRED. PIPE 101 (STORM) I' 1 STA. 11+1x33 470 ; 1 1 1 470 ^ i 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+60 9+50 10+00 11+00 12+00 13+00 14+00 SAN SEWER 5 - EX -1 SAN SEWER 6A - 12 SAN SEWER 10-7 SAN SEWER 9 - 11 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5VERT SCALE: 1 "=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 r- p a�w �0W? z +°o cv~U`1_O ++ U � w Q+ Www>Q f-° Z�Ow CD 00_>'0 �"' cn0�W + 17Z r U= 0.6-2 m r �UZ 0 ¢W�� ¢- Cf) Z >< NCC <t Owr ZU f 00 inn 3: co U J -,;nn PIPE 111) 59,57 9+50 10+(�0 11+00 12+00 12+50 B " WATERLINE (FLEX SPACE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 D 0 CD U °° I- <( W I- a t- zu? cnzXX Ow00 U = inn N 0 U Z >rr� + U ryW N W W �LIJo ryw ��z U)<O X ry W z U Oo U � inn rn E E i E i ; 3J E 1 U E � 1 4_..9__ 5495 ___e..r m.___.-....,__°°°..._. _._.emnmd_____ E n.dmdd°.__°mmnE GRADE � € 1 495 EXIST. E E r1j Q GRADE E f E EE E � E GRADE E i +oua REMOTE FDC 490 41- �� PROPOSED E q '= M 490 °.........................__ ..,,_...,dd.,,n„dd G RADE ! .........°.°.°.°.e..,...„.e.....,.._._._..�....._._..° °, n.e. .e...e.°.......,........... .._._._......E ._....e.�,..».e.e.d« ..,m._._.n....,_...,.°.:.....................o .._. 490 GRADE 00 rn� rn z 06F__z�� Utz X rnzOW� cfl o+om co o 06 + o 1 E 13.5' ; rw W 490 COVER E E 485 _ - __._.____�ddn_P_mm»I„ ..,v, __._ .._..�__e_.v-.°�._�-_____��m__ f E _.�.. _ °°.°e._d__n-_____..___..___. E 485 AA.r,rn £ f i i 1 U dQF CONDUIT € V MIN 1 E 485 o E 1 3.5'C VER MIN _J { E 4 85 480 1.2E E �e �_..._._._._....�°.�_..� �ad ddd_dddd ..;nn.°. _._ .°°.....�°e.°... _.�.,.._. 480 E 485 E E 2.1' 1 1_ --STORM E 1 SANITARY (EX1- 11) STA 11 6" DIPIWATERLINE ; 485 STA 11+04.53 I E } (PIPE 9 - 9B) 1 ( Q 1 --- 475 l w E E T z 1 { '..,_...,_.,,.sA..,.., a°_°°..,.., °., ........, ....__....__..e. «°,e,«.°m�mnd..,d..,..,n°., �.._.._._.. � _.W�:°_.,....._.._.a.«�.�<..._._..,e_....4°°_.........__..,..e.....� 475 ................e.._..e..... CONDUIT; 'I STORM; (PIPE 101) 1 1 ST! 10+65.13 1 w s-1.5 MIN STORM (PIPE 133): I 1 E Z 480 Q } T 1 STA 10+96.13: <C X 1 E 470 I E U) (D - E 470 ! { 480 { ` 1 SWM FACILITY' A PIPE 111) 59,57 9+50 10+(�0 11+00 12+00 12+50 B " WATERLINE (FLEX SPACE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 D 0 CD U °° I- <( W I- a t- zu? cnzXX Ow00 U = inn N 0 U Z >rr� + U ryW N W W �LIJo ryw ��z U)<O X ry W z U Oo U � inn 9+50 10+00 11+00 12+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 rn r) z n i ; 3J E 1 U LO rl W 0O Y O 3 f 1 3 GRADE � € 1 495 52 >2 r1j Q GRADE E f E EE E � E 495 +oua REMOTE FDC 490 41- �� w Z PROPOSED '= M U co I- `s' z 22.5° BEND ee_,,,,_._ F4-OoW to GRADE 00 rn� rn z 06F__z�� Utz X rnzOW� cfl o+om co o 06 + o 1 WU0 U = rw W 490 0 z<� I -Q OzLo I _ I 490 E O Z AA.r,rn to U) 1' MIN 1 U dQF CONDUIT € c °' E 485 o Cf) cn U EXIST. 3.5'C VER MIN _J { E 4 85 GRADE ( 1 3.5 COVER £ 1' MINE I E 485 E SANITARY i EXIST. ; 485 E } (PIPE 9 - 9B) - ELECTRIC --- t E l w I 4.4' CONDUIT; s-1.5 MIN 1' MINS SANITARYI(PIPE 7 - EX 1)% E Z 480 Q } T 1 E £ t $ E i STA 1127 + 54 480 E .tea». - E ! { 480 { ` 1 SWM FACILITY' A ... ..,...� e.... ...., ,e.e.e..,.e.e.,.»� ,...,.�..,.,. <,,.. ....,...:.....".,,.q.,.„..... ..,.,..,.e.,.e. .,....e..:.,....,.. .ee.e.e,,._..... m.,e�.. _ LO p .,_.,..._..r ,....._.«.d_»»............P,- [o t 84" CMP E 1 (,o w s I I STA 11+12.45¢ E 475 j F + E 3 + W 475 __ o N E I 1-00 4" D P CLASS 53 _ T £ E £ L0 > N w WATERLINE O 1 E- Cn b ; CD ry CD I << w PRIMATE 470 3~' Cn c7 w T WA ERLINE 470 465 i � 3 � 4 t 465 9+50 10+00 11+00 12+00 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 13+00 9+50 10+00 11+00 12+00 13+00 14+00 6" WATERLINE (CLASSRCJOM� HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 NOTE: ALL WATERLINES SHALL BE CLASS 52 DIP UNLESS NOTED OTHERWISE. 15+00 16+00 17+00 17+50 r-10 z rn r) z n � O u z U LO rl W 0O Y O + N GRADE � € 1 4" DIP FOR 52 >2 r1j Q GRADE E f E EE E � E >> +oua REMOTE FDC 490 41- �� w Z Uj '= M U co I- `s' z 22.5° BEND ee_,,,,_._ F4-OoW to I- 00 rn� rn z 06F__z�� Utz X rnzOW� cfl o+om co o 06 + o 1 WU0 U = rw W �W 0 z<� I -Q OzLo WQ Q m m m E O Z AA.r,rn to U) LoU {n �I 1 U dQF 13+00 9+50 10+00 11+00 12+00 13+00 14+00 6" WATERLINE (CLASSRCJOM� HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 NOTE: ALL WATERLINES SHALL BE CLASS 52 DIP UNLESS NOTED OTHERWISE. 15+00 16+00 17+00 17+50 r-10 z rn r) z n Lo, 0 PROPOSED; U LO rl W LO EXIST. 1 + N GRADE � € 1 4" DIP FOR 52 >2 r1j Q GRADE E f E EE E � E t i E Fn E490 � REMOTE FDC 490 41- �� w Z Uj '= M `s' z 22.5° BEND ee_,,,,_._ U Z WCD ,/' Lo Q rn� 00 z z Z X w m +o Y O r U 1 € EX1ST. ELECTRIC E E �Q C:) 0 22.5° BEND WQ Q w (D U ~ >- U E O Z W O > 'S 1 I¢- CONDUIT € c °' E 485 o Cf) cn U E i _J { E 4 85 a ( 1 3.5 COVER £ 1' MINE E E i I E SANITARY MIN E } (PIPE 9 - 9B) t E l w I I STA 14+67.59 s-1.5 MIN d E E Z Q } T 1 E £ t $ 480 E .tea». - E ! { 480 { »d»._... ............... .....»me.» ... ..,...� e.... ...., ,e.e.e..,.e.e.,.»� ,...,.�..,.,. <,,.. ....,...:.....".,,.q.,.„..... ..,.,..,.e.,.e. .,....e..:.,....,.. .ee.e.e,,._..... m.,e�.. _ LO p .,_.,..._..r ,....._.«.d_»»............P,- [o .... ... .. P'IPE212 (STORM) �„dn,........,.....v... .,..,.....,....e.......e. 1 E 1 (,o w o w ISTA 14+25.56 E j F + 3 + W E E I { < v) - (0 _ x £ E £ 475 ( O 1 E- Cn b ; 475 13+00 9+50 10+00 11+00 12+00 13+00 14+00 6" WATERLINE (CLASSRCJOM� HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 NOTE: ALL WATERLINES SHALL BE CLASS 52 DIP UNLESS NOTED OTHERWISE. 15+00 16+00 17+00 17+50 r-10 z GRADE i 495 i EXIST. GRADE EXIST. 3 ELECTRIC ' CONDUIT ; d 4ZI 490 ' 3.5' COVER MIN £ 1"MIN - 1' MIN 485 6" DIP WATERLINE 1' MIN- 1 EXIST. PIPES ( STORM ) ;SANITARY (PI i E 8A - 7A) ELECTRIC STA 11+01.56 =STA 11+18.16 CONDUIT 15+00 15+50 9+50 10+00 11+00 12+00 6" FIRELINE (STAGE -DINING HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I 1 ( 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 411. 495 13+00 13+50 5- 0 0 0 50 PROFILE SCALE 12 rn r) z n Lo, 0 d O N U LO rl W LO > E + N J W - 0 z +� >� 52 >2 � y lS oO�W O �p STA 12+49 �� w Z + Oco '= M `s' z 22.5° BEND U) U Z WCD rnz rn� 00 z z Z X w m r ° STA 12+47 �x o2 U' z0 (D �Q C:) 0 22.5° BEND w (D U ~ >- U O Z W O > 500 I¢- u) c °' t i GRADE i 495 i EXIST. GRADE EXIST. 3 ELECTRIC ' CONDUIT ; d 4ZI 490 ' 3.5' COVER MIN £ 1"MIN - 1' MIN 485 6" DIP WATERLINE 1' MIN- 1 EXIST. PIPES ( STORM ) ;SANITARY (PI i E 8A - 7A) ELECTRIC STA 11+01.56 =STA 11+18.16 CONDUIT 15+00 15+50 9+50 10+00 11+00 12+00 6" FIRELINE (STAGE -DINING HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I 1 ( 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 411. 495 13+00 13+50 5- 0 0 0 50 PROFILE SCALE 12 cc 0� M E n Lo, 0 d O N 'au Un LO N sn {) Z LO > E 0 W O6E 0 z >� 52 >2 � y lS O w0 w0 L � w Z 0�U '= M X0 Z V � U) U) LL 0 0 N 00 z N V M • 2 �x o2 O �Q o W m a ,U >- U O Z W O > � ¢M `n c °' o _J a 00 J W cc 0� � n Lo, 0 win 'au Un LO W - {) Z LO 0 W O W 0 z >� 52 >2 � W w0 w0 w0 w Z 0�U CrU X0 Z U) U) U) LL 0 00 2 2 2 I - o2 o W m a � >- U O Z 1 ' 0 LO W - {) Z LO _O f- J H G RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 �q Y� St, C . PqG W J. K 0't'AR SM . 57 1 de. Na, 04020485,07 AL J O 0 LO f- FC<)0E_ w Z Z Z /�„/ Q w LL 0 00 U J H G RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 �q Y� St, C . PqG W J. K 0't'AR SM . 57 1 de. Na, 04020485,07 AL J O 0 f- W QUj Z -j W w? � LL 0 00 M� W w J I - o2 o W m a � >- U O Z W O Q � rY SHEET C7.0 E D C B A H G E 2 I 3 1 4 1 5 1 6 1 7 1 8 I 9 I 10 I 11 1 12 24" MANHOLE SWM FACILITY A 385 LF - 84" CMF SLOPE AT 0.500/( IN DIRECTION OF WEIR PLATE 9+50 10+00 11+00 12+00 12+50 STR 152 - STR 100. HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 D 500 M L0 L0 O 0) Co ;zr C) m + Co � 00 00 00 ItD Z Z 05e w. ws 66 C) 0 > > > > z z z 500 EXIST. GRADE PROPOSED G RADE 495 EXIST. CONDUIT (Y) CD + 490 485 GRADE < q- o > 495 SWM FACILITY A i 495 4 IL :D Lo Z Z 0 AT 0.5% IN DIRECTION OF 19.20' OF PROPOSED INV. 481.00 8" HDPE 28.27' OF 1 GRADE z @ 0.58% 18" HDPE EXISTING -------- E, 475 i 4" GAS 03 LU UJ 490 125 LINE . . ... ................ . .... . .. .... .. 490 � z 57.96' OF w0 <3( ;, 77'OF ,1 147 - - - HDPE 0 2 R GP 61. Lr) @ 3.58% U) w 475 485 ,zj- Lo 0) r- C7, 485 Np INV. BTM = 477.81 -1-41 0 470 > < ULr) � Lo F_ 00 (0 1;4- L0 6 0) (N 'q rj 465 465 C U) m o r— CO co + 00 480 C:) UJ F - 0- 480 75 I 1 475 INV. 476.24 9+50 10+00 snn 495 Lo EXIST. Lo EXIST. GRADE PROPOSED G RADE 495 490 CONDUIT (Y) CD + 490 485 6" L6 < q- o > 485 SWM FACILITY A 127 Lij 4 IL :D Lo Z Z 0 AT 0.5% IN DIRECTION OF 19.20' OF WEIR PLATE4qr INV. 481.00 8" HDPE 28.27' OF 48.33' OF z @ 0.58% 18" HDPE @ 0,50% -------- E, 475 i 475 03 LU UJ 0) 125 @ 0.50% fJ � z 57.96' OF w0 <3( ;, 77'OF ,1 147 - - - HDPE 0 2 R GP 61. Lr) @ 3.58% U) w 475 ,zj- Lo 0) r- C7, 475 Np INV. BTM = 477.81 k'D 0 470 > < ULr) � Lo F_ 00 (0 1;4- L0 6 0) (N 'q rj 465 465 CY) 't U) m o r— CO co + 00 C:) UJ F - Lo CO1 00 57< Co uj F_ w Co Lo 0c) + 00 'q LLJ "T Z Z Z 0 U) Z 0- 00 (o Z Z) 0) 66 CY) 0 > > > > < X Uj Ld M N cr- 0 0 < > (y) U) P- z Lo (y) cy) IIZ4- (D 'q LLI Lf) O> U) i--- z Lf) - Co Lr) 7 Z) Lo _(.0 0 - Co 00 F - 0 1:T 00 00 C\j CD 0) 0 (N N Q1, (C) 00 00 00 4t (D (N (y) L0 0') 00 (D 00 "t LI) C\j C14 0 00 00 Cy) (y) Cl) .r— 6 c) CO 00 F-4 ':fI'- Co 00r- + J _2 'z 0, Lf) (o 00 q 0 0c) cy") . CY) (o -43- (0 00 o (y) 00 NOS Lo 'zl- 00 0c) (3) (3) CN 't + 00 00 . 0000 �t C'4 00 C\j 0) N -I- 00 D + + D (y) 00 + ;1. Lr) 00 :D LC) D 7r Z Z 0 0 Lij Z 0 CL r "Cr Z o r) 'Tr Z Z o 0- z 0 — 2 Z Z 0 D_ 0 > > > > 66 0 > > > > < 0 > > ':r < o > > z n- HOZ Co < 0 > > > U) P- z —Z z z U) P- C/) U) P cf) P- U) F_ z 9+50 10+00 snn 495 Lo EXIST. Lo EXIST. GRADE PROPOSED G RADE 495 490 CONDUIT (Y) CD + 490 485 6" L6 < q- o > 485 SWM FACILITY A 127 385 LF - 84" CMP SLOPE 4 IL :D Lo Z Z 0 AT 0.5% IN DIRECTION OF 19.20' OF WEIR PLATE4qr INV. 481.00 8" HDPE 28.27' OF 48.33' OF 0- �- @ 0.58% 18" HDPE @ 0,50% -------- 480 475 i 475 480 LU UJ 0) 125 @ 0.50% fJ � z 57.96' OF w0 <3( ;, 77'OF ,1 147 r HDPE >< 2 R GP 61. Lr) @ 3.58% U) w 475 ,zj- z 475 Np INV. BTM = 477.81 k'D 0 470 > < ULr) � 470 rj 465 465 "J- 00 11+00 12+00 SWMA EX. 15 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 Lo EXIST. Lo ELECTRIC (000 N C.0 00 CONDUIT (Y) CD + ;GRADE C:) 00 :D o Lo 1;3- m U') 6" L6 < q- o > U) 't o - 06 NWATERLINE z CD SWM FACILITY A r N 1- 0) 00 Cq �q + -4 385 LF - 84" CMP SLOPE 4 IL :D Lo Z Z 0 AT 0.5% IN DIRECTION OF > > > WEIR PLATE4qr 0 j z z z 4 q � 490 Li 490 EXIST. EXIST. GRADE PROP OSED GRADE SWM FACILI ry ;GRADE 385 LF - 84" CN C) C 0 @ 1.37% DIRECTION OF MIN. VMIN.— 485 -- ----------- ..........^d,, 4 85 480 43.77' OF 480 154 LU 0 4_'HDPE 28.27' OF 48.33' OF 0- �- 15" HDPE 32.98' OF 18" HDPE @ 0,50% -------- ---- ----------- 475 W 475 @ 0.50% LU UJ 500 85 ....... . .......... .......... ...... . ......... .. -113-54"_ F--- % 12" HDPE @ 1.17% 80 .................. CONTRACTOR SHALL�DJUST THE TOP OF THE EXIST. CUIRB INLET TO MATCH THE PROP. GRADING PLAN AS NECESSARY. 75 ... ....... ------ -- ----------------------- - -------- EXISTING i 4" GAS LINE ----- - ----- VMIN. 143 OF 6989 'HDPE 12" @ 1.30% 141 27.19' OF 15" HDPE @ 4.87% 4 LI GAS NE GAS LINE //-1' MIN. Ir-I'MIN. 495 PROPOSED GRADE 6" I WATERLINE 490 - --- - --------- Z� ----- 4 SWM FAq',,ILITY A 385 LF - 84" CMP SLOPE AT 0.5% IN DIRECTION OF WEIR PLATE 485 ............. ---- -- ....... ........ INV. 478.72 MIN. 480 .... ........... --------- - INV. BTM 1= 476.27 139 Li P Z EXIST. GRADE Cm NM 0 L) EXIST. SWM FACILI ry 15" RCP 385 LF - 84" CN C) C 0 @ 1.37% DIRECTION OF MIN. VMIN.— 133 -- ----------- ..........^d,, ... ... ...... ........... ----- -------------- 43.77' OF UJ 135 LU 0 4_'HDPE 90 48.33' OF 0- �- @ 0.50% 32.98' OF 18" HDPE 0Z UJ -------- ---- ----------- @ 0.50% W U O0 @ 0.50% LU UJ 0) PIPE 12 - 11 @ 0.50% fJ � z 475 w0 <3( ;, 77'OF ,1 147 r >< 2 R GP 61. Lr) 0 U) w OF1 ,zj- z K?� Np 145 85 ....... . .......... .......... ...... . ......... .. -113-54"_ F--- % 12" HDPE @ 1.17% 80 .................. CONTRACTOR SHALL�DJUST THE TOP OF THE EXIST. CUIRB INLET TO MATCH THE PROP. GRADING PLAN AS NECESSARY. 75 ... ....... ------ -- ----------------------- - -------- EXISTING i 4" GAS LINE ----- - ----- VMIN. 143 OF 6989 'HDPE 12" @ 1.30% 141 27.19' OF 15" HDPE @ 4.87% 4 LI GAS NE GAS LINE //-1' MIN. Ir-I'MIN. 495 PROPOSED GRADE 6" I WATERLINE 490 - --- - --------- Z� ----- 4 SWM FAq',,ILITY A 385 LF - 84" CMP SLOPE AT 0.5% IN DIRECTION OF WEIR PLATE 485 ............. ---- -- ....... ........ INV. 478.72 MIN. 480 .... ........... --------- - INV. BTM 1= 476.27 139 Li P Z 116.02' OF Cm NM 0 L) EXIST. SWM FACILI ry 15" RCP 385 LF - 84" CN C) C 0 @ 1.37% DIRECTION OF MIN. VMIN.— 133 -- ----------- ..........^d,, ........... ........... ----- -------------- 43.77' OF UJ 135 LU 0 4_'HDPE 137 48.33' OF 0- �- @ 0.50% 32.98' OF 18" HDPE 0Z UJ SAN. SEWER KIST. 18" RCP @ 0.50% W U O0 @ 0.50% LU UJ 0) PIPE 12 - 11 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STR EX. 14 SWM A HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Z :7,> noQ� :D Uj 50 v'q �_ rl- 1:3- C� < U) 1-0 o< j N M CO CL + o CDO Z 0 0 > > U) P K z w 0 Z U) p (C' Lo CID - CO < C5 (.0 -q _j b W CL + -t 0 (D Z 0< 0- O z �_ 0 > > Co < C) I,- — U) co 0. L0 OD �; Lq < C) N'T CID _j C) - (D O+ Nt- C) (Z� 0-0 0 C:) 0) =) , - - LO _'q o CD 00 0 + :T 66 n > Z — 0 0 U) z a. - F) >cnc > U) P�- Co 1.0 Co I - C:1 00 (6 N -t 0 ± N + 'o �T 75 - 'T Z Z Z 0 M0> > > > U) z Ctl 17+00 17+50 505 H G R M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 " 4A QCRAdC, W KfJTARSKT 1,k. No. 002048507 A 10NAL V -'- E 0 0 500 f I F 500 O Co (D (q 4 - CD 0 CO OD C.0 0 (D Co CD CD CD Co + Lo + (D 'Co (D 00 0 PROPOSED io CC > > n GRADE D CD 0 z 0 z 495 495 495 495 495 1 495 PROPOSED P Z 490 Cm NM 0 L) EXIST. SWM FACILI ry N Vi 385 LF - 84" CN C) C 0 GRADE - DIRECTION OF E w 0 E CL UJ W U) LU 0 INV. 481.24 480 D_ 0- �- 0- Z 3: . 0 0Z UJ a Z 0Z < W U O0 W LU LU UJ 0) 00 @ 0.50% fJ 475 z 475 w0 w0 (y) r >< ry 0 n,0 Lr) 0 U) w ,zj- z z O k'D 0 0 > < ULr) � rj U) "J- 00 C:) UJ F - H G R M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 " 4A QCRAdC, W KfJTARSKT 1,k. No. 002048507 A 10NAL V -'- E 0 0 500 f I F 500 O Co (D (q 4 - CD 0 CO OD C.0 0 (D Co CD CD CD Co + Lo + (D 'Co (D 00 0 PROPOSED io CC > > n GRADE D CD 0 z 0 z 495 495 495 495 495 1 495 PROPOSED GRADE - Z 490 490 EXIST. SWM FACILI ry 0 385 LF - 84" CN C) C C) 0') C") GRADE - DIRECTION OF 0 w � ry CL UJ W U) LU 0 INV. 481.24 480 D_ 0- �- 0- Z 3: C) w 0Z UJ a Z 0Z < W Uj W LU LU UJ U) 470 @ 0.50% 475 LJJ 475 w0 w0 w0 r 2U ry 0 n,0 (D z 0 U) w z z zU) 0 0 0 uj Lo < Z 0 < w M N cr- H G R M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 " 4A QCRAdC, W KfJTARSKT 1,k. No. 002048507 A 10NAL V -'- E 0 0 500 f I F 500 O Co (D (q 4 - CD 0 CO OD C.0 0 (D Co CD CD CD Co + Lo + (D 'Co (D 00 0 PROPOSED io CC > > n GRADE D CD 0 z 0 z 495 495 495 495 495 1 495 PROPOSED GRADE - GRADE 490 490 EXIST. SWM FACILI ry GRADE 385 LF - 84" CN C) C C) 0') C") GRADE - DIRECTION OF 0 Lo 485 4 85 385 LF - UJ C/) INV. 481.24 480 u W W0 w Z Z 3: C) w 60.92' OF 0 15" HDPE < W < 475 W Ii 470 @ 0.50% 475 INV. BTM .42 475 H G R M ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 " 4A QCRAdC, W KfJTARSKT 1,k. No. 002048507 A 10NAL V -'- E 0 0 500 f I F 500 O Co (D (q 4 - CD 0 CO OD C.0 0 (D Co CD CD CD Co + Lo + (D 'Co (D 00 0 PROPOSED io CC > > n GRADE D CD 0 z 0 z 495 495 495 495 495 1 495 PROPOSED GRADE - GRADE 490 490 EXIST. SWM FACILI ry GRADE 385 LF - 84" CN SLOPE AT 0.50/ GRADE - DIRECTION OF 0 WEIR PLATE 485 4 85 385 LF - UJ < INV. 481.24 480 480 485 INV. BTM 105 i 60.92' OF 15" HDPE 0 0 @ 1.02% 475 475 470 470 @ 0.50% 475 A P IN 176.42 EXIST. U) GRADE Uj 490 490 PROPOSED LL GRADE - 0 SWM FA 385 LF - UJ < 00-10 485 485 INV. 480.29 480480 L LU 0 0 68,660FI ry 15" HDPE r) @ 0.50% 475 INV. BTM .42 475 470 Lij 00 70 4 4__ 490 EXIST. J 'ILITY A GRADE SAN. SF FR 34" CMP PIPE 6 - 11 485 3f2.67' OF E (D;3, 0 @ 0.62% i MIN. 1 480 I 115-J 'I I 40.33' OF 8" HDPE @ 0.79% i 9+50 10+00 11+00 12+00 12+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 STR 118 - STR 138 485 mo 475 13+00 13+50 HORIZ SCALE: 1"=50' HORIZ SCALE: I "=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: I "=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1 "=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 A 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 5 0 50 PROFILE SCALE SHEET C8.0 C B A U) Uj U) LL 0 ry UJ < 00-10 LJJ W> Uj LU 0 0 z 0 ry o r) LIJ _j 0 0 0 Lij 00 U) (D z 0 < SHEET C8.0 C B A 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 Uj V) LLJ C) LL G� C) Z Z < > < < Co r) Mo n r) LL CL(),)) 0-) 4 W C) LL 0 r,- n, i3 (::) -+ 00 Z LU 0 o o C14 CD 00 D -i 0 z o ZZ > 0 0 cl� Cq Lo CA cr- > > < z (o LU < U) S C) cv L6 (D G� (3 LU — Co < C/) 0 Lf) (N < 1 0 rr- cl� C) C) 2�, 5 — X 50 n + (,o C) w o CD 0 C14 Lo N L.0 D W LIJ �o Lr) C) (.0 N L0 C) C/) Lo z z 0 — — — M 0 N . Lo - 0) N , U) (N Lo . C) 00 Lo LX) Lf') cl� I- CD L0 CY) D — (C) < 0 00 0 > > > 0 (D 0 (D 11, (N < Co 'o (D P- 't- Q0 LX) - -i C) - C) z 00 C� 0 CD 4 0 Co < Cy) Lo r- (.0 'T Co 00 00 Co 0) 'T 0 C) 1,- 00 + 0) N z C Co Lo Lo Lo - -j cy) r-- r- r- r-- Lo CY) - (o Lo . (C) CL (D Ll� 10 00 r- Co 00 "T It 0 C:) 00 :D C,4 w Co Co t -,q -q q- 'T C) C) r- -q + )o C6 + CY) (o (N o + C7) Lf) 0 ob 00 N., r- + r'- (N Lo + IT C14 + 0 :D + 'o -q z z D z 0 Z Z Z 0 It IZ3- C) 00 D 0 Z 0 IT 0 N t- 'T q Z 0 CL 04 < a- Z o > 'T Z Z 0 0 > > > 0 C'14 U) if -I -O»» C) z o > > (D 0 > > C) < 7 z z z m < U) z z 0 Z Z C,j Z- �- 0 > > > C:) 0 > > (14 C/) z —Z r)F-O> > 500 500 505 N Co z z 505 495 U) P z— Z— > =) a LU ry 0 CD CD < Co Co < C) .-j C) + F-- "zr oO 00 0 0 > C/) Z `1- (o N — c) O CD CD (o LO '-() Co L CD o 00 00 —,q Z Z 0 < CL > U) z — > Z- 495 4 H PROPOSED GRADET-\ a full Mm EK, 216 18.03' OF 12" HDPE @ 0.63% 9+00 10+00 11+00 HORIZ SCALE: I "=50' F VERT SCALE: 1 "=5 V KI .19 475 470 iGRADE4 95 E 500 --- EXIST. ,, v)0 zU) PROPOSED GRADE 0 0 GRADE . ..... .. 490 0 > E 495 ------- . . . ..... .. 0 EXIST. < w V) ELECTRIC Lj< W Z aj ?: w W CONDUIT 3: Co < uJ w 0z 00 .......... .. ------------- - 485 M 490 w SAN. PIPE SEWER 8B - 8A 480 0 485 210 1 95.60' OF 12" HDPE @ 8.91% 475 480 .......... . . ... . .. . ....mm___...._.......____--_ ------- 214 212 57.10' OF 53.40' OF 12" HDPE 12" HDPE @ 0.79% @ 1.04% 470 475 EXIST. GRADE 495 SWM FACILITY B 485 - 72" CMP SLOPE - ----------- - - 175 LF AT 0.5% IN DIRECTION OF WEIR PLATE — INV. 480.00 77Z7 'SWM FACILITY B CI�P SLOPE AT 175 LF - 72 0.5% IN DIREOTION OF WEIR I .PLATE 485 INV. IN =1483.85 INV. BTM =2480.90 480 9+50 10+00 11+00 11+50 9+50 10+00 11+00 12+00 12+50 STR 211 STR 204 STR 215 - SWM B- HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1 "=5 475 7.37' OF 15" HDPE @ 1.47% 470 207 13.12' OF 15" HDPE @ 0.50% 9+50 10+00 PROPOSED; GRADE ......... `EXIST. 'ELECTRIC i ;CONDUIT 205 O 14F ---------- HDPE 0.50% 203 163.54'OF 115" HDPE I @ 1.65% 203A 61.43' OF 15" HDPE @ 9.49% 11+00 12+00 SWM B STR 200 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 201 53.47' OF 15" HDPE @ 0.50% 4 475 470 465 13+00 13+50 5 0 50 PROFILE SCALE X LU U) Uj U) U-1 V) Z LUZ LdZ LU LU LU UJ (02 U)2 U) 2 5; 5 5; WUj 0 LU 0 bi 0 1U w C/) E T- C) z ,, v)0 zU) Lo r*4 U 0 0 r1j V; V 0 > E 0 ai E < w V) FQo W Lj< W Z aj ?: w W or_ 3: Co < uJ w 0z 00 U) 0� M U w Lr) C)" • C) S 0 z "t 40 • - i�Q) Cf F- U =0 X W 3 0 V) (>V 'L'o < Lri a 0 00 C) UJ X LU U) Uj U) U-1 V) Z LUZ LdZ LU LU LU UJ (02 U)2 U) 2 5; 5 5; WUj 0 LU 0 bi 0 1U w C/) U) T- C) z z zU) Lo 0 0 0 LL V U) ry < w CD W FQo W Lj< W Z < Z w W or_ I-- Co 'o C) C U) T- C) Lo U) Lo W to z 0 LL V U) ry < w CD W FQo W Lj< W Z < Z w W 'o C) C U) T- C) Lo U) >- LL 0 ry Z CD W FQo W Lj< W Z < Z w W or_ 0 < uJ w 0z 00 U) 0� M w 0 0 H G R -M- ARCHITECTS, PC 1317 Executive Blvd, Suite 200 F Chesapeake, Virginia 23320 (757)622-2828 p,MA poo TV y Y3 J. KOTARSKM,� 0 - L"i) /,-7 L�12- IPT no 0 U) T- C) LLJ U) >- LL 0 ry Z CL UJ 2i z ry J(3 w> or_ LLJ 0z 00 U) ry 0 w 0 0 0 w 00 -j < F- U) F- U (D z W 3 0 3: < SHEET C8,1 E D C B A 12 0 PLANT KEY TREES BOTANICAL NAME ACE OCT AGER RUBRUM 'OCTOBER GLORY' TM BET HER BETULA NIGRA'HERITAGE' GIN PRI GINKGO BILOBA'PRINCETON SENTRY' ILE SAT ILEX OPACA 'SATYR HILL' JUN VIR JUNIPERUS VIRGINIANA NYS SYL NYSSA SYLVATICA 'WILDFIRE' PIN VIR PINUS VIRGINIANA QUE BIC QUERCUS BICOLOR QUE COG QUERCUS COCCINEA QUE PHE QUERCUS PHELLOS QUE SHU QUERCUS SHUMARDII THU OCC THUJA OCCIDENTALIS 'TECHNY' Z W SHRUBS BOTANICAL NAME ILE DEN ILEXGLABRA'DENSA' ILE SPA ILEX VERTICILLATA'SPARKLEBERRY' ILE APO ILEX X 'APOLLO' JUN OWL JUNIPERUS VIRGINIANA'GREY OWL' THU LIN THUJA OCCIDENTALIS 'LINESVILLE' GROUND COVERS BOTANICAL NAME HYP CAL HYPERICUM CALYCINUM JUN HOR JUNIPERUS HORIZONTALIS 'WILTON I I' E d. N 0 ON E o CO L ro m * Z U M * O w • LuLr) x Q� Q) n o 4N �Lq rNU-) N c� M M �r J W J z O ne U U) W 2 ■ 9 H G F �7 J 0 0 i' ry 'Q z Z W g < 75 z w � Lu > LLQ z 0 o m J U) 0 ¢ 0 O z 0 w < 4 �- U CD z W O < >Y CL o s E D C IN 0 A L1.0 J PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROS$ -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING, DO NOT STAKE UNLESS SPI CIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIR LING ROOTS 1:1 SLOPEOF SIDES OF H PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE G NOTE: STAKE EVERGREENS 6' OR TALLER, ON SLOPES, WITH LARGE CROWNS, OR IF LOCATED ON WINDY SITES. REMOVE TAGS, LABELS, AND PLASTIC SLEBVING. DO NOT STAKE UNLESS NECESSARY (SEE NOTE). DO No I WRAP TRUNK SET ROOTBALL FLUSH TO GRADE F OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFDARE SHALL BE VISIBLE ABOVE Fl( ISHED GRADE. PRUNE SUCKERS U 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL 3 X ROOTBALL DIAMETER 10CONIFEROUS TREE - STAKING SPECIFIED NOT TO SCALE — TREE PLANTING NOTES: INSTALL TWO OF THE THREE STM AND GUY WIRES ON THE UPHILL S OF THE TREE. GUYING TO ALLOW 101.6mm (4") S` ALL DIRECTIONS. STAKE AND GUY BE REMOVED AFTER ONE YEAR C PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK POSITION ROI OT CROWN 2" ABOVE FINISH GRADE, CUT TWINE, AND ROLL BACK BURLAP 1/3 B ORIGINAL GRADE PRUNE SUCKERS IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP l3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS BACKFILL PLANTING PIS" WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON NEXCAVATED OR TAMPED SOIL A TREE PLANTING ON A SLOPE WITH GUY WIRES NOT T SCALE w 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8'2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE, STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER i�K ►I�ilz��A,y��:a PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS RUBBER HOSE GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 2"X2" HARDWOOD STAKE 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1" COMPOST LAYER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW-RELEASE GRANULAR FERTILIZER 2-3" MULCH LAYER, MULCH TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE 6" SAUCER TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT �N VIEW ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. TWO-PLY REINFORCED RUBBER HOSE WITH CABLE OR GALV. WIRE AT 120 DEGREE INTERVALS MARK THE NORTH SIDE OF THE TREE IN NURSERY AND ROTATE TREE TO FACE NORTH AT THE SITE 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE FIRMLY FORM SAUCER (USE TOPSOIL) ANGLE OF REPOSE VARIES WITH STEEPNESS OF SLOPE AND SOIL TYPE 36" STAKE FLUSH W/ GRADE TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ALBEMARLE COUNTY LANDSCAPE REQUIREMENTS ORDINANCE REQUIREMENT RATIO CALCULATION REQUIRED QUANTITY EXISTING QUANTITY PROPOSED QUANTITY 32.7.9.5 LANDSCAPING ALONG ONE (1) LARGE STREET TREE PER FIFTY (50) FT 356 FT / 50 = 7 TREES 7 TREES (ALONG N/A 7 TREES BET HER STREETS/ STREET FRONTAGE RIVER BIRCH IDLEWOOD DRIVE) B&B O 0 rn GIN PRI STREET TREES GINKGO BILOBA'PRINCETON SENTRY' GINKGO 2" CAL. B&B • • 32.7.9.6 LANDSCAPING WITHIN 5% OF PAVED PARKING AND VEHICULAR PAVED AREA = 5.06 AC 11,021 SF LANDSCAPING 5 TREES 18,736 SF LANDSCAPING JUN VIR A PARKING LOT CIRCULATION AREA + ONE (1) LARGE OR MEDIUM = 220,414 SF x 0.05 = AREA B&B AREA NYS SYL 5 TREE PER TEN (1) PARKING SPACES 11,021 SF 11 TREES B&B 26 TREES PIN VIR 26 PINUS VIRGINIANA 1 * (112 SPACES / 10) _ 6' HT B&B y QUE BIC 5 QUERCUS BICOLOR 11 TREES 2" CAL. B&B O 32.7.9.7 SCREENING -- PLANTING STRIP OPTION: NO LESS THAN TWENTY N/A N/A N/A (20) FT. PLANTING STRIP QUE PHE PARKING AREAS (20) FT. IN DEPTH -- DOUBLED STAGGERED ROW OF WILLOW OAK 2" CAL. B&B W/DOUBLED STAGGERED QUE SHU (FROM ADJACENT TREES (15 FT. O.C.) OR SHRUBS (10 FT. O.C.) -- SHUMARD RED OAK 2" CAL. B&B ROW OF EVERGREEN THU OCC RESIDENTIAL AREAS) EVERGREEN TREES FOUR (4) HT. / SHRUBS NIGRA CEDAR 6' HT B&B OR CONTAINER TREES 15 FT. O.C. SHRUBS EIGHTEEN (18) IN. HT. AS PLANTING BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT 32.7.9.8 TREE CANOPY CANOPY EQUAL TO TWENTY (20) PERCENT OF 7.86 GROSS SITE 28,727 SF CANOPY 11,383 SF 17,273 SF ILE SPA GROSS SITE ACREAGE (LESS PLAYING FIELDS) ACREAGE / 43,560 SF = WINTERBERRY 24" HT/SPRD. (24,684 SF TOTAL EXISTING ILE APO 1 342,382 - 55,197 = HOLLY 18" HT. + PROPOSED) JUN OWL 26 287,274 SF * 0.1 = EASTERN REDCEDAR 24" SPRD CONTAINER 5' O.C. THU LIN 65 28,274 SF CANOPY ARBORVITAE 24" HT/SPRD. CONTAINER NU 1 E: I-'AVCU AKtA ANU UKU55 ,bl I C AUNLAl51=Z:) Kt LK I U ANtA5 VVI I HIN I HC LIMI 16 Ut- U15 I UNbANUt=. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT REMARKS ACE OCT 4 ACER RUBRUM 'OCTOBER GLORY TM RED MAPLE 2" CAL. B&B W BET HER 2 BETULA NIGRA'HERITAGE' RIVER BIRCH 2" CAL. B&B O 0 rn GIN PRI 1 GINKGO BILOBA'PRINCETON SENTRY' GINKGO 2" CAL. B&B • • ILE SAT 2 ILEX OPACA'SATYR HILL' AMERICAN HOLLY 6' HT B&B _Ory JUN VIR 40 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6' HT B&B W NYS SYL 5 NYSSA SYLVATICA 'WILDFIRE BLACK GUM 2" CAL. B&B Z PIN VIR 26 PINUS VIRGINIANA VIRGINIA PINE 6' HT B&B y QUE BIC 5 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL. B&B O QUE COC 7 QUERCUS COCCINEA SCARLET OAK 2" CAL. B&B QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2" CAL. B&B QUE SHU 4 QUERCUS SHUMARDII SHUMARD RED OAK 2" CAL. B&B THU OCC 5 THUJA OCCIDENTALIS 'TECHNY' NIGRA CEDAR 6' HT B&B OR CONTAINER 8" O.C. SHRUBS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING ILE DEN 25 ILEX GLABRA 'DENSA' INKBERRY HOLLY 24" HT/SPRD. CONTAINER ILE SPA 3 ILEX VERTICILLATA'SPARKLEBERRY' WINTERBERRY 24" HT/SPRD. CONTAINER ILE APO 1 ILEX X APOLLO' HOLLY 18" HT. CONTAINER JUN OWL 26 JUNIPERUS VIRGINIANA'GREY OWL' EASTERN REDCEDAR 24" SPRD CONTAINER 5' O.C. THU LIN 65 THUJA OCCIDENTALIS-LINESVILLE' ARBORVITAE 24" HT/SPRD. CONTAINER GROUND COVERS QTY BOTANICAL NAME COMMON NAME MINIMUM INSTALLED SIZE ROOT SPACING HYP CAL 1,500 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" O.C. JUN HOR 349 JUNIPERUS HORIZONTALIS 'WILTON 11' BLUE RUG JUNIPER 1 GAL. CONTAINER 36" OC 12,229 SF - 3'-4" 3'-4" NOTE: - ALL LUMBER TO BE UNTREATED ROUGH SAWN CEDAR - ALL FASTENERS TO BE GALV. 4X4 POST 2X6 SIDE BOARD 2X4 SUPPORT 1X6 BOTTOM FINISH GRA 2x6 SIDE BOARD - ATTACH TO 4x4 POST W/ 3 1/2" cni v ero��nic County of Albemarle Conservation Plan Checklist — To be placed on Landscape ]Plans (Handbook, pp 111-284-111-297 for complete specifications) 1. Th followin items shall be shown on theplan: Trees to be saved; I� Limits of clearing (outside dripline of trees to be saved}; bd Location and type of protective fencing; bd Grade changes requiring tree wells or walls; Proposed trenching or tunneling beyond the limits of clearing. 2. Markings. 51 All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the free marking has been inspected and approved by a County Inspector, 3. ' Pr -Construction Conference: Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eciiiiiinient Operation and Storage - U Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stornawater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: -9—Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. To�is—Materials. 19 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. S. Protective Fencing:LYI frees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. Ed Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: / LAWhen the ground 1(*el must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling.: ❑ When trenching is quired within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: hal�// L3 Protective fencing sl be the last items removed during the fmal cleanup. 13. Damaged Trees: ❑ Damaged trees shatebe treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVEL 'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION t REQUIREMENTS. 11 O R GNATURE (BATE) CONTRACT PURCHASER. SIGNATURE (BATE) 5/1/06 Page 1 of 1 FILTER FABRIC 1x6 BOTTOM BOARD 2x4 SUPPORT 2x4 BRACING ELEVATION Z E O U y E— U) NO of Q. rn a_ N ,E 0 H U W U) ai W r. Cl "n v � M m "R M O 0 rn • N * Z U M Q -- • • LU x o +� W _Ory w V) N w <C � IEC: N W p� N W ro ON m Z J LU O Z O E— 0 Q. 2 m ,. a_ _r U H U W U) m H Z W i— Cl U) m W M W Z U) Q D Z o W _Ory w Z <C w � IY AVA RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �,,ALTH OF �f A W. HAf �I o. 14 y 4/27/17 U C�S\�w APE AR 8' PLAN 314" = 1'-0" �`..._.�� 3/4" = 1'-0" \ J 3i4" = 1'_0" FRONT ELEVATION ACCESSIBLE BED - ELEVATION 3/4" PLAN VIEW GROUNDCOVER PLANTING NOT TO SCALE ALIX00'IL�1 EDGE OF BUILDING, WALK OR STRUCTURE PLANT PERIMETER HEIGHT VARIES AT INDICATED SPACING WITH PLANTS PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED VOIDS 12" MIN. PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING X6 SIDE BOARD X4 POST X4 SUPPORT X4 BRACING SIDE ELEVATION ACCESSIBLE BED - ELEVATION 3/4" = 1'-0" 4X4 POST 2X6 SIDE BOARD - ATTACH TO 4x4 POST W/ 3 1/2" GALV. SCREWS :anir+i�7�i\N V r 011111 FINISHIGRADE ALL LUMBER TO BE UNTREATED ROUGH SAWN CEDAR - ALL FASTENERS TO BE GALV. i ,ILL .i i • 1 112" = V-0" INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT REMOVE ALL DEAD, BROKEN, THE SAME GRADE AS DISEASED, AND WEAK PLANT ORIGINALLY GROWN OR 1-2" BRANCHES AT TIME OF ABOVE IN POOR DRAINING PLANTING 2-3" MULCH LAYER SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY 1" COMPOST LAYER FROM TRUNK REMOVE ALL STRING, WIRE, AND 1" COMPOST LAYER AMENDED SOIL MIX BURLAP FROM TOP % OF BALL UNDISTURBED EARTH PROVIDE MULCH UP AND OVER SAUCER BACKFILL PLANTING PIT WITH 6" SAUCER NATIVE SOIL. INCORPORATE REMOVE CONTAINER. SCARIFY SLOW-RELEASE GRANULAR PERIMETER ROOTS FERTILIZER j ; _ _ I� I B&B CONTAINER � SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE U) 0 0 m 2 m ,. = U_ _r H U W UJ m H Z LL LuY i— O U) <t W M Z C) n D U AVA RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �,,ALTH OF �f A W. HAf �I o. 14 y 4/27/17 U C�S\�w APE AR 8' PLAN 314" = 1'-0" �`..._.�� 3/4" = 1'-0" \ J 3i4" = 1'_0" FRONT ELEVATION ACCESSIBLE BED - ELEVATION 3/4" PLAN VIEW GROUNDCOVER PLANTING NOT TO SCALE ALIX00'IL�1 EDGE OF BUILDING, WALK OR STRUCTURE PLANT PERIMETER HEIGHT VARIES AT INDICATED SPACING WITH PLANTS PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED VOIDS 12" MIN. PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING X6 SIDE BOARD X4 POST X4 SUPPORT X4 BRACING SIDE ELEVATION ACCESSIBLE BED - ELEVATION 3/4" = 1'-0" 4X4 POST 2X6 SIDE BOARD - ATTACH TO 4x4 POST W/ 3 1/2" GALV. SCREWS :anir+i�7�i\N V r 011111 FINISHIGRADE ALL LUMBER TO BE UNTREATED ROUGH SAWN CEDAR - ALL FASTENERS TO BE GALV. i ,ILL .i i • 1 112" = V-0" INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT REMOVE ALL DEAD, BROKEN, THE SAME GRADE AS DISEASED, AND WEAK PLANT ORIGINALLY GROWN OR 1-2" BRANCHES AT TIME OF ABOVE IN POOR DRAINING PLANTING 2-3" MULCH LAYER SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY 1" COMPOST LAYER FROM TRUNK REMOVE ALL STRING, WIRE, AND 1" COMPOST LAYER AMENDED SOIL MIX BURLAP FROM TOP % OF BALL UNDISTURBED EARTH PROVIDE MULCH UP AND OVER SAUCER BACKFILL PLANTING PIT WITH 6" SAUCER NATIVE SOIL. INCORPORATE REMOVE CONTAINER. SCARIFY SLOW-RELEASE GRANULAR PERIMETER ROOTS FERTILIZER j ; _ _ I� I B&B CONTAINER � SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE SHEET L2.0 U) J O Uj O M Z < 0 I— W Z w Z ��``�� V W J (D � Z W > W Z O O Iy IW U W y 0 Q 0 O2 Z O w CI] Q U Z W O <c ry SHEET L2.0 I I , "I I 13 \ /I ,/ I , � , I % / I . �", � ,I% I � A��_,,,�� / 11 1, NOTE: EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP � - " ,,,�, �,� 17""'," I- " � " , " 1� I I �� j 'I" , ', I" I- , , - o / .1 THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL , , ,,, ,,, �, , � �" I � , , - �_ _ - ?,��', ,� '. 1, � ` ��I!,,,It,,,,` ""'." "', ,',,_,_� _- I ""', ,�-,,j� � - ` 'VV J, :' , " - 'I, � I L`i`,,,�, , "" / CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO I "', , ,:,I � ; I " I �, . 11 � � I�� , ,� I I " I �q, d"""I"', ; ", , , � " �� I'll"_ 'I1,11111 .11, ., 7 " I REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL I I I � �, ,; � � � " � � �' 1, " DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER I I � ) ,�, 1� �, , � " I 11 " 'I 11 � ��, I/ I/ OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND � �, � � � I � �k - �" rMIJI-r-M I T IN Mr_,-)1L)r_N I ]/-\L UM MUMI-NL MMMMO .LU1N111Jkz1 r � I , � I I , �, � I� DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT-CANDLE. I � � I I I I ,� I , I � I e 1, , �' . I �, I � I. . 1� , I I , 61 0 �� I . I, I . I , I . �� 11 _'Ik - I � 1_�� 0 . I I �11 I J, 15C I- 1� "I I . I ,� (� . I 1� ,3 � ,_ I I I ,, .1 O I ,�"I" I I �, 0 . I I I ,! ,3 �5 _. I I �' ", " I � __ 1 I I ,I, 'f . I � 1� ; . I . I I I �! I , � I 6 - . I I , "I 0 I I /I .0 � ,,, I , . 10 � 11 C11 I , I . r, . 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I 6) �0 14 I . 0 . 11 � ,I�41 `�'� I:�, ?1� ,I ,;`:11 . I . I , � . I / � I * �� ,� � ��",:�' ;, Ii ,,,, � , I ," " 1� : � - � . I - I � - , , , Id , ,� ,� 1, I -j;`:1 I - � " � I (" , , 13 � 1 V , , -1 - , I . �, . I I " z j 4 ,; ` 11" 13 � C� " . I . I I -1. - .1 . �� 1) � 1, 1 I3 1! . I . I , ", , ;1 11 - , ,� � . � I � - . � 11 "I . " I - � _� �, � , - 1; 11 � I 0 � I I - I �� __ - - - __ __ - mmmim - I I � I - I - I . I - I - I - I - � - I I - I I I i I - I I H 9 F E E 9 1.9 U, Z Submitted by Lighting Virgin ka-Centria 1 00,09... Umhi4f',: VP1U64w-,i as/4K'/'T4)U_NV/ Type., A ":.:, �,:,: I "I :, , I LV. QENT, L -Q1 &21740: Submitted by Lighting Virginia C entral 5 VPL/641N 05.4K/T4/UNV/RA/k( T Q fy:40 LV CEN71CR4- 1�-2 Submitted by Lighting Virgin ia- Central a og, IUM C C 1'' VPL'/6.4NB�l',"3'5/``�4K'/,T4/U'N' ... T_y ....... ... LY1- CENTRAL -Q16-21740 Submitted by Liointing Virqu-ta-Central V NEO PL 4 NOt 8, I LIGHTING VIRGINIA Job Name: WOODBROOK ELEMENTARY LIGHTII �I VIRGINI Job Name: WOODBROOK ELEMENTARY LIGHTING'� VIRGINIA Job Name: WOODBROOK ELEMENTARY iraAM JJob LIGH Y ING, VIRGINIA Name: WOODBROOK ELEMENTARY V) an to M F- _r_ Z ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-28Of5KfT4/UNV/PCR-TUSF2/GENIXXIBLC/RAJBBT 0 Z LU 75 VIPERL LL1 Job Type PERFORMANCE DATA F_ 5K 3K (5000K Nominal, 70 CRI) (4000K norninal, 70 CAI) (301 fleffiffirial, 70 CRI), DRIVE r CURRENT SYSTEM (MILLIAMPS) WATTS DISTRIBUTION TYPE LUMENS i LPW' 8 0 G LUMENS LPWI 8 U G LUMENS LPW` a U G I -7 FR/T1 15922 116 2 0 1 15762 115 2 0 1 13534 99 2 0 1 - ___0 3 14131 0 3 T2 14274 104 3 103 3 0 3 12133 89 3 ___ --------- - - ____ -_ -_ 777=1 __L3_ 14137 103 3 0 3 __11926 _102 12017 88 3 0 3 T4 153,56 112 2: EE _15511 113 2 0 4 3 [:13184 96 2 0 3 --- ...... 50M 15511 113 4 0 2 15356 112 4 0 2 13184 96 3 0 2 4 T511 15785 115 4 0 4 15627 114 4 0 4 13417 98 4 0 4 T51N 15372 112 1 14 1 Or fit 4 0 2 13067 95 4 0 2 !4 ELECTRICAL OF LEDS EEI 80 80 96 96 1 96 DATA NUMBER DRIVE -0 Li C: 00 0". PR C LUMEN MAINTENANCE TM -21-11 Calculated L70 5 60, DO 10I HOURS) I 25-C 77-C 1 1 00 .95 7 0-93 0.89 1 >377,000 1 )�o �95 L 00 SERIES ENHANCE0 LARGE VIPER LUMNAIRE 0 0 to VPL - - - - - --------------- mom I . I HOUSE SIDE SHIELD 64NO-1135 135W, 3K 3000K OPTIONS BBT basic blackandured LED son [4K �4OOOK i PCR -TL 7 pin HSS -90 house Side BMT black made textured 347V 347V a 80NB-180 1 BOW, twist lock thold 90' 5K 5000K LED array 480V 480V receptacle HSS -180 house side WHT While textured 80NB-235 235W, with photo shield I BY MBT metallic bronze textured control LED array �tiall BLCI backlight BZT bronze textured PCR -SC 7 pin twist control I 96NB-220 22CW, Tl type I lock racels- 1 DBT dark bronze textured LED array trelewith T2 type 11 96NB-280 280VV, shorting BM07,1 theaconnect with motion UPS dark platinum sairooth LED array T3 type If cap sensor 96NB-395 395W, 2PF`a dual power i T4 type IV GNT green textured MDDta motion dimming detector I LED array feed MST metallic silver textured T5R type V, rectangular PCRU 7 pin twist lock rerep- it MTT netallic titanium textured T50M type V, square DWI old viand iron table medium 1 7A r rectangular arm for round RAL T5W type V, round wide lown, 1,111=141im or square pole mount, EPA ...... included. FR front row, auto GENI-XXIs ernergem SF 2 3/81' DID slip -fitter optic beaconneet VERIFY BCW` Pi 2 3/8" adjustable knuckle FINISH AD Decorative Arm with up hil fedaM sperity:ffe, ill cleakniNg lithisol TON: synbri ordering a fremse Wit r arpreentO notation 1 universal mountingrilot :In ne trial at, - r r;::�,,,, :,,, r. r r r a ____ r _ r bar thorm sidUrairs Morin BratroMfori uld"ned one rrr'1'1_1_1_1-r - ____ : r'r I I r _-_ r - RPA ordered separately P�Sc -- r 1, -1 ON 5 ? 5K/hraW UNV MOD tv r s I M T - ----- -- 'I al� WB wall bracket (use with SF2 )Sir t Start f : �':4�-� � - ra hopy or PI SF2 standard -iw�6l gfi&jBiM 14 -Whae onalso ihoos Order Separately Idallivothri Reacereseat jigaricip eatfos he its likoes r st�ryy r r N r 6 r hat r -'saripeariffecia c� sinas or brand labookof hanstinVubb prjeaso visit -ad Catalog Number Oescripfion arlialfAti sanded kea m -h I co, ,,,a rl ail",v I so iiitc oq,k',.D s' 45-4928'rfirrise0toNe are ar4diflead In _the thost.rog t,21 No K is J UUN �Dr _ et ,S) _6�_,Ilotdarb ASM-USB-BQW Bea Owners Software loaded on �,Tdhad rMNyFT to 2S5) .5Kq3iiUIdWfl ,NG_AiP,n, rps j�fiffa�_ `�:��r - (Wlrd.vas based only) ac Sy D�T for IT drop I cis 3djNlyoC'i I In -1 it, Task'a4k ollyT G 8T #at eMp tophid Ig rag EXanex ASM -TABLET -BCW Buntiontrect 7" Windovvs 'basher Mrstapecitygoop and �antmfuamohat strartni Ste ... of to- fibrue, details USE Null 2 Sail time intn'; earning Is No and rearsong height, �74 spite only. Facutat'lled. I-aft-igNS00greeneenly La Rlone-pinal diannot. noupiaT41L. CatesignLights Consortium qualified. Nlomordering Eferfani Stely the routine Abro; code GENI-0c, S. Elargea Crte and for paring consult QLC aresne for more details! secanound aults NO available Mas Sonso optani http://www.designilghts.org/QPL Not stalefirt 347V or 480annitch. Approvals OF DVIVEI?S ED CURREN ZT 11 EHI 120 SPECIFICATIONS intended Use. Coritrols/Options: Fire Beacrion Vilhav ruminaire is qi in two Avarhi)M with an optional pps�,rvahrfprnid aloes vvSh a vvide ori of different LED Wattage lPlR) monorl sorrn,r capacte of cote2ang configurations and optical chatribIbI designed Trianon 360' around the lurrinag,, When to replace I IlD fighting up to 1000W MH or HPS. no morici is dejected to,,, thespectied Luminaires @to suitable for oAct locations. tire MorloinFlespons, Systsi I reduce -s III VIVanage to, faclory preset i roducirly the Construction: light avel accoadrrrqly� VViten motion is One piece optical cartridge system consisting dete,�,xd by the FIR senscor, the'urrairiaire ruan LED eng fle, LEDjI rps, crass, gasket rallur,"Sou full iNattage and ft,111itImoutput. and stainless steel b-zod, PJoaDn crurtact Rexcori Pirdujrs if project ,s,uar,iv,h i �,r c v f:i 1 0 Carbidgc is, Laid together mth Internal brass florif Stanna;,d C'enfl'.. r, n. standoffs siddered to the board so that I', can dirnni;ug. fir be field replaced as a one piece optical system- . Tred cVmhfrCl,,,vLn cJinple delay, ch TxG-piece silicone and moro-celfular I dirrSneig based on hours of operation n, tirnir Car ni ht (sep carflyurethan, lost n gasket ensubes a 9 weather-proof sea] around each Individual LED u - Also available with Beacconnect Wireless LED/Optics: Contral Svstem (see Beaconn-cl: produlat -L vi el�l page for more drotals,,wi, vrai- rQdt�,,j r_ LFIDdriver accepts 100VIllistugh 277V, 50 Hz li `�Cl to 60 Hz uJNVf, or q dtivet that accepts 347V or 480V o1put, Povaer factor e .92 :it full load. finstallatiom Aff elechical components are rated at 50,000 Mounting options for horizontal arm, vertical at full load and 25C an-thlent con, Liens lab h Q A 'S J lance I or traditional a rm mot it iting avai Is P tor N1 L- 2 7F Notice 2. Mounting hardware indhAded. Dirtiming drivers are slandard vVith connections for external d1mannflig eilqLaPirent Finisiri ava�afse upon request. Eseaccons, V polyester povAer-coar dectro Cothiporanit-c:i-comporient wiling,virthin the staiioab�, applied ar,cl th�rrnoured, film; @rre may carry no more that, 80% of Beacots, V fintsh Corsi c, of a five not q_e rated load and is listed by LJL for use at citatirearyinentreg4mrson VvIrrialsolaterpribnor , �d ,ith a thpirtiosot 600VAC a! K'C or higher and topnoahn Plug disconnects are listed by LL for use super TGIG polyester pozydo,,r coal at 600 VAC, I �A or higiner, 13A Tahn, nita" Rri to primary (ACi side only, -The finish meeis the AAJP`jA 6011-11.2 peo-f.ormanco sirachostlon aitch inctudes nassingto 30006'Locur sal(statay lost for Electrical; ocxros�crn a-ii,tdilce and racists char. king or Fixture ejeclacal com.partiment stiagi contain all � I dakXJ 0" so is cia; porAS I FA D�,22 and ru8f s; LED driver components and shat of, prccvidoo� . sLiffac, ; E, impacts of up to 1C0os-,h-P,)orId5, With a putdr-behon ternionil blck for AD power ochnneoffrts, Ambient upe-ratIng temperatures -40"C to 40'C Listings: Optional 7 -pin ANSI C136,41-2013 twist-bocki (DIC.) qualificd, photo consol receptacle available. Compatine D veo,,fte for mordetails: blip:/;' vath ANSI Ci'06,41 external control to UL1598 an Surge protection - 20KA� Shute off at end of ife24 for Liesheii Cjr,,ci - protects iurnpinake from six 3136�31 high vibrtion cesteas temperature. The device ,,hall activate at le specific, ftory-friset applications ternizerecturet, and progressively reduce porwer nousnatures ranipst. A runrinlre over a ferne se Aably equipped with the device may be ip Onerated in, any ambient loanperat he up to Warranty: 551" (131" 0peralion scat be smooth Five year trinted'oarrunty (for more Information a rid undelechodclo to life eye. Thermal circuit is ViI N-;,�-c�L,�,�,�wi:,,��,!��,2�,.,��QA-Q,�c�,:��,,'�"B"�,�� ,)tied to 'Tell on", aloosiog 'he unnnalre desic to revoli to full power in the evoF it of PRODUCT IMAGE(S) rectangular arm "!d decorative arm DIMENSIONS I A i --------- - - 0 : __ I L R'j'a A 8 C 0 Weight: EPA _2.93 Rejected on, ESNA TM -24 -11 Data references the extrapolated performance projections for the 7OOmA base model to a 2M midarest, based on 10,000 hom a of LED testing per IESNA Livil "1 Use tire. factors to deMmineeptan lusion output for average ambient temperatures from -C IF 0 401 1 ctic-1041F). 0 32 1.02 1 O'C 50T 1,01 20'C 68'F 100 25T 77'F 1,00 40' BET '98 40'C 1 04'F .98 2 700 120 277 180 1.5 0.6 ____27 0.5 0.4 2 875 120 �3,77 235 21 TIF N� 1 480 0.5 2 700 r 277 220 a Ei 80 I 700 mA 180W - FPJT1 21 �I 3 2 Z1 132 117 1 2 1 0 2 20312 2 0 1 ::��18699 1 347 I 480 0.6 0.5 99 104 3 OT4 1 16055 1 18888 105 1 3 1 0 4 89 3 1 0 1 3 2 875 LIM 277 280 2,3 _0 T3EE 1 8700 104 3 1 0 3 18513 103 3 0 3 15895 88 3 1 0 1 3 rE �T4 20571 0 4 114 3 20365 113 3 0 1 4 1 17485 34 7 48 0 0,8 0.6 ............... T50M 20571 114 4 0 2 20365 113 4 0 2 1 17485 97 4 0 2 9 - 1225 395 3.3 1A T5R 20944 116 4 0 1 4 20733 115 4 0 �17.. 99 4 0 4 1 1.1 T5W 20290 113 5 0 3 20088 112 5 4 I 3 7065 95 0 2 - 80 875mA 235 W - 11142 2 FRITI 24866 106 2 0 2 24615 105 2 0 2 21136 90 0 2 T2 23070 98 3 0 4 22839 97 3 0 4 19609 83 1 3 0 4 ......... . T3 21947 93 3 0 4 21725 92 3 0 4 18655 1 79 3 0 3 DRILL PATTERN EPA CcriiIharba iii Pcie ddl in-tLem, US 1 1, 7, a fro, top rf, 3 @ 120' 2 D'a, - ----- --- 09 Ti 2X 0& 1 d" yp 2 @ 90' 1.36 Am 30 2.2 Arm 04" Pulp 2 1 W 2 V2 '2 1' 06 P't, 3 T4 24360 103 3 0 4 24028 102 3 0 5 20632 88 3 0 4 T501M 23138 98 4 0 2 4 0 2 19 7 84 4 4 2 _Z2905 -0 05 5 T5R 24779 105 5 0 5 2454 go L__ 104 5 0 5 21070 90 4 0 4 4- '7 24175 103 5 0 3 3 T5VV 23931 102 5 0 3 20548 87 6 u 3 96 701 220W FAYT1 25358 113 2 0 12 1 25104 112 2 0 2 21554 96 2 2 1 12 665 101 3 0 1 4 1 22438 00 4 19265 86 0 4 . . . 96 0 86 . . - T3 22440 100 3 0 T_ 3 1 0 3 22216 99 3 0 4 19134 86 0 86 V208033 29.12" 24,19" 1425" 4.13" 25.0 lbs 1.0 ft- (704mm) (614rnrm (362mm) (105mm) (11 .3 kg) MOUNTING OPTIONS IT ILL] �1_ - "Ide vien, FIA Rochord,lrr,�hn Back Wow Arc opto We nation, 4' Sile Vew SF2 Ltd, Sits Enter 32 1/4' T PK2 2-3/"Adjuaebst Kr,,jckl3 T4 24635 1 110 3 0 5 24438 109 3 0 5 20982 94 3 1 0 4 0 94 -T501M 24685 110 4 0 2 24438 109 4 0 2 20982 94 0 94 __j 2 _gfi3 __JT2 5 6 5 4882 1 14 T5R - 5 0 5 21363 96 4 0 4 0 96 T5W 24349 109 5 0 3 24106 108 5 0 3 20803 93 5 0 3 013 9 96 875 IDA 280 W 29839 106 3 0 105 3 0 2 25363 90 2 0 2 29541 27369 98 4 0 5 2i2T4 83 f T2 4 0 5 0 4 T3 26336 93 1 3 0 1 4 26073 1 92 3 0 4 22365 79 3 0 4 T4 29128 102 3 0 5 28837 1 103 3 0 6 24 59 88 3 0 5 7 T50M 28889 103 5 0 3 28601 102 5 0 3 24556 M 4 0 2 PHOTOMETRICS Type I Type If Type IV Type V Flood Wide VP-L-Cu3NB-2d0-6K-T1 12 100, W -1.96116-280-5K44 Vj`1_-06Na-280-5KT5V tT2 75* 75' 2S' 25' 25' pal 2 25 Nt25, 50, 75' T5R 29184 105 5 0 5 28893 1 104 5 0 5 24809 89 5 0 5 1) T5W 29010 102 5 0 4 28720 101 5 0 4 24263 86 - 0 3 96 1225LTA 395 W _L - - - - --i9260 00 3 6 _101 2 33371 39653 3 0 2 85+3 0 2 35997 91 4 0 5 35641 90 4 0 5 30295 77 4 0 5 T3 35840 91 1 4 0 5 31485 90 5 30162 77 3 1 4 f34+1 _t 35455 90 3 51 0 76 3 0 4 T4 0 5 35104 + 89 3 0 5 29839 0 T501VI 38388 97 5 0 3 38008 1 96 1 5 1 0 1 3 32306 82 5 0 2 9745 T5R 39117 99 9 0 `7 0 P 93 0 aq T5W L 6984 93 5 0 an interruption of its power supply. or faulty Wring connection to tie driver.1 he device shall fre able to co -exist with Other 0-10V �nlrtnnhl devices (c=,rffp9noy serastars, external are75' -31 2 S/8" Well B, at ------------ 112" -----------EJ Type V Rectangular Front new Auto Omar Type I Type III Type V square Motion VP-L-9QUB-28O-oiK-FR VP-L-96NI3-2S0-5K-T3 VP�L-96NB 280-51,46QVI VP,L-96NB-28O-5K,T5R var, VP-L-96NB-28O-5K-Tl 25' an' 25, fear aIN, s76, Lumen values are from photometric tests parkronsid in accordance who EsM LM -79-08. Data is considered to as representative of tire saffirojorations slasuniActualf performance may differ as a heart of end-frona environment and application. CERTIFICATIONS/LISTINGS I Aft :To Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Dual to our confirecand efforts to improve our products, product specifications are subject to change without notice Lightirl 2016 BEACON PRODUCTS, Aril Photo observed For more Information visit our threats: vvivilbbetaxeirehateartaxorn Printed to USA SPEC 6/16 Beacon Products 2041 58th Avenue Circle East Bradenton, FIL 34203 Phone: 800-345-4928 HUBBELL Me 13FEAMN Due to our continued efforts to improve our products, product specifications are subject to change Whitest not ce. Lighting t20166EAGGTINIODUCTS, All rights Reserved For more information visit our withasial "atobernampreaducts.coup Prinuida-USA SPECES16 Beacon Products 2041 58th Avenue Circle East Bradenton, FIL 34203 Phone: 800-345-4928 HUBBELL Due be our continued efforts to improve our products, product specifications are so* to change without notice Lighting bject t All Rights Reached -For more formation visit out ovesele. www.beeconproducts.com PrinualmUSA SPEC6/16 Beacon Products 2041 58th Avenue Circle East Bradenton, FIL 34203 Phone: 800-345-4928 HUBBELL to our continued efforts to improve our products, product specifications are subject to change without notice. Lightfing Due ED' 02016BEACONIPPOIDUCTS, All Rights Ressaved -For more information visruerwabsil wrivibbefacerproductobcome PintedinUSA SPEC6/16 Submitted by Lighting Virginia -Central r VPL/64N8-.T35`/4K/T3/U .......... Typ LV CENTRAL,016. Submitted by Lighting Virginia ntral -Ce VPL/64NB-135/4�K/T3/UNV/RA/`XXI�..�".:: TYP LV _,CENTRALW6-21740 Submitted by Lighti Virg rig inia entrad Coto NU r, ....... VPL/64 0 Notes; :LV -Ci641740, Submitted by Lighting Virgirn -Central Catalog Numb VPL 6 3 T`31UNV AB 11 5/4K/ T ype: -2 LV diNTRA-016, 1`740, A4' LIGHTING VIRGINIA Job Name: WOODBROOK ELEMENTARY VA LIGHTING VIRGINIA Job Name: WOODBROOK ELEMENTARY -T-JOb LIGHTING VIRGINI A N ame: WOODBROOK ELEMENTARY aLIGHTING VIRGINIA:: Job Name: WOODBROOK ELEMENTARY ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5K/T4/UNWPCR-TUSF2/GENIXX/BLC/RAIBBT VIPER L CaL# pw" SERIES ENHA14CED LARGE VIPER LUMINAIRE Job Type ... ... ... ...... -------- --------- I VPL - - ------ L HOUSE SIDE SHIELD 64NB-1 35 135W, 3K 3000K FUNV 120--2777V OPTIONS BBT basic black textured LED "i 4K 4000K PCR -TL 7 pin 1 HSS -90 house side I 1 347V 347V BMT black loatte textured BONB-180 1,30A twist hock shield 901 5K 50ODK -d WHT white texturto LED array 1 480V 480V receptacle 1 HSS -180 house side i with photo shield 180' 80NB-235 235W, MBT metatic bronze textured LED array trol BLC4 backlight BZT bronze textured PCR -SC 7 pin twist control OLuaknol 96NB-220 22UN, T1 type I luck reacep- 1 DIRT dark bronze textured ith LED array GYS gray smooth 72 type 11 trade 96NO-2,80 28OW Shorting 1 BMD7,0 beacharrinect with motion LED array T3 type III cap sensor I UPS Dark platinum smooth 96NB-395 395W, 2PFI-1 dual power I green featured type IV feed MDD3,a motion dimming detector LED array I MST metallic silver textured T5R type V rectangular PCRU 7 pin twist MTT metallic titarrium textured Insubin- T50M type V., square tacle DWI old world iron medium rectangular arm for round RAL TSW type V, round wide pole mount. REA FR front row auto GEN1-XX11 energen! SF2 2 3/8" 00 slip-fifter optic BCWI beansonnect PIQ 2 3/8"adjustable knuckle VERIFY I 1 1- ..... I ,, ' 11 1 . I'll AD Decorativol with FINISH universal mounting slot RPA ordered separately MT. WB wall bracket fuse with SF2 fit) - --- - --- or PI SF2 standard OBDERINB INFO' Ordar Separately RMATMN: W06 Dubose sfixurewrif tire Beachel ligiffing coolant options 4, - - 1 of ft, M�l detailed ingarmodual pleannevief Catalog Number Description or29.12" therixeliveng as shown in the belaw. I ac fondant on LISS flash drive* Carol las,25se- Dinuiregih, it I �Jnbnrra I big I Ded I 16: Iaa(VVIndo,oI booed only) nifirchan om Bhoexhinect 7:� vVinti Tablet' T lir ei�v orRhi or. drocamof yosil and tassistila harght 374 aria Cap. To astate opeas Left a right 90 dogress, searry L of R enter are oppresil debatable vote pli, T4L, Nea eyeraide voth other control ct sorea, airports. DesighUghts Codsorhum voter antenna Prageol, th-unin, still aset example rENI-04). Set iortefgairi brothers aud al Consort DLO weptura for more details: table and options Not available an poisax http:/iw�w,designlight�.o�g/QPL Not aotable an 347V . 480V rer' - S PERFORMANCE DATA 5K 4K A (50OOK Dentinal, 70 CRI) (4000K foordiral, 70 CRI) i(30OOK nominal, 70 CRI) sysrEM WATTS DISTRIBUTION TYPE LUMENS LPW' I G LIUMENS I LPWr i i G i 8 U I LUMENS LPWI 8 U FRT1 15922 116 1 2 15762 115 1 13534 99 -2 0 1 1 T2 14274 104 3 0 3 14131 103 3 0 3 12133 89 3 0 3 14137 103 3 0 3 �.13996 12017 88 0 3 102 3 0 T4 15511 113 15356 112 2 0 13184 96 0 3 L2LWJ T50M 15511 113 4 0 2 15356 112 4 0 2 13184 96 3 0 2 T5R 15785 115 4 0 4 15627 114 4 0 4 13417 98 4 0 4 T5W 15372 112 4 0 2 15217 111 1 4 0 1 2 1 13067 95 4 0 2 I ELECTRICAL EE 60 80 96 96 DATA PROJECTED LUMEN MAINTENANCE .1.1 1 if NEW 1 25'C/77'0 11,001 0.95 1 0.93 1 0.93 1 0.89 377 Approvals ED 120 SPECIFICATIONS Intended Use: Controls/Options: The Bearoon Viper burruntalre, j5 avdablet in two oeth an optioal infrared sizes xifin a wide choice, of different LED Wattage (1c"Re i rution sonsor ol delechral CIO I rifigurationst and optiral designed 1360, t1he Vvhe� to replace HID lighting up to 1 000W V11-1 or HP& no in ts etected for if re specii t me, are suitable vvet ocatiors, heManor Irectangular Construction: light evelo olien r-1kiflon is One piece optical cartridge system consisting by the PIR of an LED engine, LED lamps, optics, casket fefurns to fulf Wattge and fiall arid, sbaness steel bezel, contact Beacon if proiect, very from config hat ofT4 d is held together with internal brass for optional set standoffs soldered to the board so that it can be fluid replaced as a nine piece optical system. delaolack Two-pece alliance and nocrof-coluoto dimming Coised on hours of operation PoIsurothane foam gasket ensures a orof nt9h, tsee vvearther-proof seal around each individual LED. is khs)able wth searcohnect: Wnseless LED/Optics: Control (see Beaconnect product page for more details avA, LEDdirrveraccepts IGOVIlininsugh 27yV, 50HY, to 60 Hz (UN'v�, or a driver that accept 347V or 480V input, I Power factor is �92 at full load, Installation: All electrical comparrents are rated at 50,000 Mounting options for horizontal arm, vertical haunt at full load and 25'0 ambient conditions tenon or traditional arm mounting available. per MIL.- 217F Notice 2. Mounting hardware nol, ided. Dimering drivers are standard with connections for external dimming Equipment Finish; available upon request, 3jaront V _I slid withug withar the luminaires may carry no) ruche than 80% f V crisis',$ oa five stage rated lead and is listed hy UL for use at wit!h a primer 609VAC at 50"C or io,,afer and top course vith tf-el Pig disconnects are listed by UL for use a, 500 VAC, f 3A or higher. 13A rating applies to primary AG) -ide artily. Ifirre finsh thu,)�AMA 605.2 m; hi 30,00 tiour salt spra"' Electrical; esr resistance aid resists cracking or • Fixture electrical cornpartmeart all osv oi per ATkri D522 and LED driver components andshall be provided surface Impacts of tip to 100 with a push-button larminal block for AC power connections • Ainb[shr, operating ternsideratinre -40�G to 41 Listings; • Optional 7 -pin ANSI 0136.41-2013 twisk�onc � (DLC� photo cori receptacle Compatible consult DLC for rruaf euchls� With ANSI C136 41 external wireless control d t JLIo96 and CSA22,2#250,�J- aSurge protection - 2011,A� Shuts off at end of life, 24 fnr vvet locations and 40;G Ljeshield"x Circuit - protects lrinnarte firorn arribierif toon-Fichroduree excessive hdevice 3G rated for ASI 013C.21 activate at a specific, factory-preatat ever a S,,nile temperature long e, A Urnicnalre temperature, and progressively reduce power applictil equipped with the device may be reliably Warranty: operated it,, any ambient temprature up to 55 IC �1 3 1 IF), Operation helf be, ihipooth Five year tinted searranty (for more information and undetectable Is are eye. Thenuai circuit is V181f� designed to "fail on", allowing the Itimirkere to revert to full power in the event of PRODUCT IMAGE(S) arm ....... .... decorative arm DIMENSIONS A - - - - -------- ...... .... ... D A 8 C 0 Weigft EPA 24,19" 14,25" 4,13" 25.0 lbs 1.0 ft, (704mm) (614mm) (362TUT-) (105mm) (11�3kg) MOUNTING OPTIONS Side PA A"tarts L 3iS or) ti,sron, min 4" ong, S'do Vlov Back SF2 Spin Filter '12 ------- - ---------- AO Diarcasive Arm Knuckle 1 Projected per JESNA TM -21 -11 Date references the extrapolated Performance projections for the 700MA base model in a 251C ambitare, based an Toccoa hours of LED testing per ESUA LIA-80-08. Use these factors to determine residents hoped output for average amas ant drifferadurria from 01C _��21` 1.02 0,401C t32 -1041F. 50'F 1.01 201C 68IF 1.00 77'F 1.00 40'C 86'F .98 1,5 -_ 2 700 .. 190 277 180 0.6 0.5 347 480 2.0 2 875 120 235 - 1.8 -0.8 2 2 700 875 277 220 - 280 80 700TIA 180W L FRI 2 21132 117 2 0 2 20322 113 2 0 2 17,147 97 0 2 1 1 1 347 4BQ 120 0.6 23 T2 18888 10 18699 104 3 0 1 4 1 16055 1 89 3 0 --- - T3 18700 104 18513 103 3 0 1 3 15895 88 3 0 3 --f4 347 480 0.8 20571 T4 114 3 0 4 20365 113 3 0 1 4 17485 97 3 1 0 1 3 na _31 T50M 14 4 0 2 20365 113 4 0 2 17485 97 4 1 0 1 2 2 1225 120 3 T513 20944 16 20733 115 4 0 4 17803 99 f4 1 0 4 Z___ �p? 1.1 20290 113 20088 112 1 5 0 3 17065 95 4 1 0 2 0 09 80 875 mA 211 W W1 24866 106 �0� 2 105 1 2 0 2 :11:1:31:: 19609 T2 23070 98 31 0 4 22839 97 3 0 4 1 9609 83 3 0 4 T3 21947 93 3 1 0 4 21725 92 3 4 18655 79 3 0 3 DRILL PATTERN EPA oth �Iole on[ peterrit B3 Ea 41' 1BiUidoflih�T I1 3 0 120F 2 05/3, 2X ON, 1 C' 2 90' 1 �36 30K 2,2 AM Afro __L__ ................. 0-'-M �� 2 OE� Poll - + T4 24360 103 3 0 4 24028 102 3 0 5 20632 88 3 0 4 L50M 23138 98 4 0 2 22905 2 19667 84 4 0 2 ....... - - - - - --i4541 104 5 0 21070 _274779 05 15B 90 14 0 4 __L _ _L__ 5 0 0 3 23931 7 0 3 15W 4175 103 5 102 5 3 20548 8 5 I 96 700 mA 220 W .. FRfT1 25358 113 2 0 2 5104 112 2 1 0 2 21554 96 2 0 2 T2 22665 100 3 1 0 4 1 __22438 9265 86 3 0 4 ___L01_ __L __�_ _j_ T3 22440 22216 99 0 3 T4 685 110 3 0 5 24438 109 3 0 5 20982 94 3 0 4 ___09 -4 T50M 24685 110 4 0 2 24438 1 0 20982 94 4 0 :Ll "L T5R 25133 112 5 0 5 24882 111 5 0 5 21363 1 96 4 0 4 T5W 24349 10 24106 108 5 0 3 20803 1 93 5 0 3 96 875 Bak 280 Vill - - - FRfrl 29839 106 3 0 2 1 29541 105 3 _0 2 25363 1 90 2 2 - 4 0 5 1 27 97 4 2731;:::L �� i- 0 T2 096 0 5 23264 1 83 4 T3 26336 1 93 0 4 1 26073 - 22365 1 79 3 0 4 -L - 24 0 5 T4 29128 102 3 9_ 28837 3_ 0 5 759 88 3 _103 T50M __�8889 103 5 0 3 28601 24556 88 4 0 2 PHOTOMETRICS Took I Type 11 Type IV Type V Pound Wide IN, 0-L-96IN13-280i 100i VP-l_96NB-28O-5K-T4 ran VPL-96NB-2&05K-TtbN 100, 2' 25' sshall 75, 7T asNT50M T5R 29184 10 5 28893 104 5 0 5 24809 89 5 0 5 T5W 29010 102 5 0 4 28720 101 5 1 0 1 4 24263 86 5 0 3 96 1225MA 395 W rlRq 1 39653 39260 IDO 3 0 2 33371 85 3 0 2 T2 35997 91 4 0 5 35641 90 30295 4 0 5 TS 35840 91 4 0 5 35485 90 4 0 5 30162 77 3 4 T4 35455 90 3 0 5 35104 89 3 0 5 29839 1 76 T 0 97 5 3 38008 96 5 0 1 3 1 32306 1 82 T5R 39117 99 5 0 5 38730 93 5 0 1 5 1 32921 1 83 5 93 0 1 4 1 31049 1 79 T5W 36984 36528 93 1 5 5 an Interruption of 'Its power supjsly� or faulty whring connection to the drivers. Frie (levice $hall be able to with oter)-10V control devis, (ocacurnancy sensors, external dirrincers, etd�). 2 3/8' -------- - Type Is Type V Scene Type V Rectangular Front Few Auto Optic Type I Vj`-L,96NB-280-5K-T5R VP L-96NB 280 -5K -FR VPL_-96Na-2SO-5(T3 VIP-L-96AB-280-51K-T50M. tVIP-L-96NO-280-5K-TI 75' 15, 25 as11hurrim 5 values are from in ancordieri ESPIALIVI Data is considered to be represents "ie ontras configurationeshown.Actual performance may differ as a result of end-user environment and application. CERTIFICATIONSAISTINGS C S C U Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Due to our coemmuerd efforts to improe our products, product specifications are Subject to change without Police, Lighting D2016BEALONPRODUCTS, All Riots Reserved -For more visit our atbab: "W.Ireasherproductobaren Nodushri SPIE06/16 Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HU93,PELL Due to our contrued efifort rts to improve our products, product Specifications are subject to change without Notice. Lighting 2016 SEASON PRODUCTS, All Rights Resolved - For More information al our vashashei WwavdbitacooproaltIO&COM Printed in USA SPEC 6/10 Berecon Products 2041 58th Avenue Circle East Bradenton, FIL 34203 PhEfftS 800-345-4928 HUBBELL Due to our continued efforts to improve our products, product specifications are Subject to change without calls a. Lighting CD 2016 BEACON PEO DUCTS, All Rights pleased For more liberal visit art w0sones ivvinesbroexhilaroductincort Printed is USA SPEC Be 16 Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Ode to our continued efforts to improve our products, product specifications are subject to change without notice. Lighting 6 BEAODN PRODUCTS. All Rights Reserved - For more information visit aireadar �voclarleharraproductitodar Printed in USA SPEC 5,116 Submitted by Lighting Virginia -Central mbel Nu` ............... TY 6' Submited by Lighting V firgirta-Central N 6 m b iler Submitted by Lighting Virginia -Central 1 1' N � M a, og, u T ype:' Submitted by Lighti V, C t I 99 f'' Ty Submitted by Lighting Virg -central botba C LIGHTING::: Job Na me: WOODBROOK ELEMENTARY xkom I �; SN 64 0,11,1`11A _06 . . ........ LIGHTING Job Name: WOODBROOK ELEMENTARY ........ VPL/64N8.. �5/,4K/T2/`U.,NV�`�`/�`.R,A,/X,X,,,:',,,.,. si � LIGHTING' Job Name: WOODBROOK ELEMENTARY PL�64Nt�i�6/4K/'T-?,/�U.NV"/"R V Aoi� All -1 Nam Yo e: OODBROOK ELEMENTARY �: �; 'AAWRA! V�L/64NB 11 Klt2 XX ''I ALIGHTING L Job Na me: WOODBROOK ELEMENTARY VP U64W3�135AK/721`QN V kA/>(X V2 VIRGINIA- ... . ... ... ........ 1V VIRGINIA,, NosVIRGirI .......... LV. CENTRALbf6,2f74u,: VIRGINIA N Not ........... Ltdi.- CENTRAL4�Qt 74,0 ... Not VIR GINIX .... .... Vr_GENpRAL%Q1 �2 A ORDERING INFORMATION ORDERING EXAMPLE: VPU96NB-280/5Krr4/UNWPCR-TUSF2/GENIXX/BLC/RA/BBT VIPER L SERIES ENHANCED LARGE VIPER LUPAIINAIRE cat.# Job Type ------- - ------------- -- ----- I VPL F I ------------- - ---- -- .......... J VPL VIP f-lage 3K 3000K BBT basic black textured LED array PCR -TL 7 pin HSS -90 house side K 40007K 1 1 1 BMT black pound textured F4 durild-IiJu tuning, 347V 347V twist lock I shield 90' 5K 5000K I 1 WHIT white textured D array 480V 480V receptacle HSS -180 house side I BONB-235 235W, ith photo shield 180' i MBT metatic bronze textured c nool LEI) array BLC4 backfight i BZT bronze textured PCR_SC 7 pin twist 1 Control 96NB-220 220IN, TI type I lock recep- 1 DST dark bronze textured LED array rT2 Tpe 117 OYS gray smooth 96NB -280 28OW, sh rung Bli beaconnect with motion UPS dark platinum smooth LED array T3 type III Isensor 96NB-395 395W, 2PFI,1 dual power GNT green Us xtured T4 type IV MDD3,a motion dimming detector LED array MST metallic silver textured T6R type V, rectangular PCRU 7 pin twist lock racep- 1 Ml metallic titanium textured T5QM type V, square facie DWI old world iron medium 7HA I rectangular arm for round RAIL type V.. round wide or square prole mount. EPA ficludedr FR front row auto GEli energeni SF2 2 3/8" OD slip -fitter optic BCW1,7 beaconcel PK2 2 3/8" adjustable knuckle AD Decorative Arm with therrian option MOO pokliho '400), his- universal mounting slot RPA ordered separately VPL4S0xNeo2C5 5K I Ml 5W I Vl - �� " , I ..... ...... WH wall bracket (useith SF2 ------- . ......... or PI SF2 standard Order Separately the Beembri Inhered mor fan in, Catalog Number tnrety gothastignest oxner spolvartificoater afroviii fat awhin 9 be2S, Beat hurrest Sollavae reached on d (Wm cous based only) aaa��!:Icfl ASM -TABLET-BCW 7' gthichows ThibleIr' ovp and st orUS8 Radio T4 colic vi fy L�rR�lerO)aor,,Gaidi�trjbt,,�,��afnpl�T4L, Coosonium qualified, specify the nUtIED Wears nolrD 6xinfula CENI-04). ites, unon Consult DLG vvideote for more details: ;ai int I,, 347V I480V !,,put, PERFORMANCE DATA F_ ---- -- - _5K 3K (50OOK nominal, 70 CRI) (41GOOK nominal, 70 CRI) (3000K nominal, 7 CRI) T DRIVE CURRENT SYSTEM 111 WAITS DISTRIBUTION TYPE LUM G LUMENS LPW' B U Ell LPWP U LUMENS LPW' 8 U G 9972 3 FR/T1 15922 116 2 0 1 62 115 2 0 1 13534 1 3 T2 1 14274 104 3 1 3 1 �1 103 89 3 0 3 T3 14137 103 3 0 3 13996 102 3 7 3 12017 88 3 0 3 LL4J T4 15511 113 0 4 15356 112 2 0 3 13184 96 2 0 3 T50M 15511 113 4 0 2 15356 112 4 0 2 13184 - 15785 115 4 0 4 15627 114 4 T5R 0 4 13417 98 4 0 4 15217 4 - 95 ELECTRICAL 1 80 1 80 96 N DATA PROJECTED LUMEN MAINTENANCE 25'C/77 -C 11�00 0,95 0.93 O�93 277 ojeced per JESNA TV 21 -11 0A Da references the oarrarkat it performance projections for the 700diA owe model in a 25�C ambient, based on 10,000 hours of LED testing per IESNA LM -80 08, 120 1.5 2-77 180 0.5 480 04 Use these factors to diatteraffirs relative re 2o uavrar- 0.8 0-401C F32 -10i 235 O'C 32T 1.02 347 500F 1.01 48Q 05 120 1.8 20'C 68'F 1.00 277 25-C _7TF 1.60 220 347 H --- U�b 40'C 861 .98 40'C 104'F '98 1.0 280 --- 347 0.8 ------- 95 0. Approvals r7771 1 SNS-10-40�11-AB 10 75 11 7777777777777777 . ..... ..... ..... . EPA ]e 4.0 1 8.0-9,0 0.75 x 17 x 3 4,0015.00 30.6 765 23.8 595 18,9 472 ;IECIFICATIONS Intended Use: Controls/Options: The Beacon Viper arninats is va�lable in two Available ith at, passive infrared siz svith a vvj a choice of different LED Wattage capeof detecting onfigural, ons and optical distributors rsigned ri conon 3CO' around the lurninae. to replace HID lighting tip to I MH or HPS. ra-) mooin is debecled far the Lurninaires are uitrodn for war hocationc. in o I i on R as po, ys in on re c 1 t h C., 0 the Construction: light avel ccordingly. When rrolon dtacchid bv the PIR sensor, the I!; chairs One piece appeal cartridge system consisting reetrns to full VA/attage and full jgN output, (5f an LED engi LED lamps, optics, gasket P1- se contct Berenn Prgducr�' a and steel bzed. Cahroge is I ield together with intent tal brass Ly front standar configurraLron. Wr th to,, tional standcris soldeieH to dre board so ulat it Uaf I trod dinen! 19vAth s mice ctsav, or he fidd replaced as 3 one PjeCcodPjLa[ Syntoorl himed dimming based or i f operation Two-pore silicone al itracm-cellular polyonranane Ccarn casket er sures a wearthe r -p roof seal ar OU n d each 1 richvidual LE D. toU j -ot, IT5W Also available with Belocionrect Wireless LED/Optics: Control System (see Beaconnect produc pa ge for more derails LED driver accepts 1 COV through 277V 50 HI, to 60 HIT (UNl air a sliver that accepts 347V or 480V ot Installation: Power factor Is.92 at full load. At electrical components are ratpd at 50,000 IvIourrung ounflors for horizontal arm, vertical hours a, full loroodnd 26`0 ambient condition,; fusion or traditional arm mounting available. Mounting harware r -I per MIL- 217F Nations 2. d, at, contractions for extat net dinaning c(-Iuipn ent Firosho Dinkning driver , stiarardAdh avadable upon request. V poest5W n Ccansionent-co-component w4f g within the tat ailyap�)�iedanJt�icrt!ic.cLj,ed. carry rut more than 8011b of Beaccth�., V Tridr. ,if 3 five a col rated load and is by UL foruse at nagimn vinteir prinifs, at 50'C or higher and too a theirrioset Pua Orscitnects are. Ill b UL for use 5utcei -1 GIC polyester povde r applies to primary (ACi side onl�, Thenish the AAMA il peeloortirl Specification iicln Includes Electrical: passing a 3000 spray Cast for and reacts cracking or Fixture eetashafl ontain all or,, DS22 and ass of' aturless LED drivon components aird shall be provided face ripaols of upto 160 -butJon le with a. push nrinal block for AD power coninectlinif.s Ambient operating temperature -40'C lo 40'0 Ustings: Optional 7 -pin ANSI G136,41-2013 Nost-lock DesinnLights (DLC� arue for ci it Tqp:," photo concrol receptarde available, Compatible D! I is a of )hts,,rg,`QPL ANSI C136.41 External wroless control h, diW 1598 Surge projection - 20KA; Situtsoff at end of life. 24 farao lo�auon and 4ft'C I-Ifeanield n' Circuff - protects lui ninarre from anibient tarHPepat6-_S excessive tehuporal The device G !a Go for AisSf C-136,31 high shall acfivato at Octory-Firesteit temperature, and progressively reduce poer apll over a fal temperature range. A luminalre equipped with the device may be reliably Iope;ated in any ambient Ne Lip to 55:1D (13 1 IF). Operati in shelf be smoorl i Five year limited warranty (for more Information and undetectable to the eye. Thermal circurt is vts� designed to 'fail on", allowing the unnintric, revert to hit power in the event a, PRODUCT IMAGE(S) wig"" rectangular arm decorative arm DIMENSIONS D mme ---- I C Weight: EPA 2 - 700 SN�S- 15-40-11 -AB 15 115 __ 11 1 - 4 0 0. 75 x 17 x 3 4.00 / 5.00 17,2 250 2 875 SNS -20-40-1 I -AB 20 14 11 0 25 4.0 1, U. (b x: I I x 3 4J)U1b.UU 9.6 12 B 0 9 0 1,12 -40-7 SNS -20 -AB 20 185 7 4LO 0,75 x 17 x 3 14.0015,00 15.0,375 2 11.0, 275 1 9.0 11 225 2 700 L NS -20 -50 -11 -AB 20 185 11 1 5rof 11-12 0.75 x 17 x 3 4.00 /5.00 17,71442 12 -713 17 19.4 1235 25 135 80 700 TIA 180W 0 2 20322 113 97 2 0 2 1132 117 uo�u 6. u - EW 0.75 X17 x 3 L00 15.00 :4�8r� J20 2.6 ____LR/Tl _L __r4 r 18699 104 3 4 16055 89 T2 18888 105 0 0 3 2 875 SNS -25 -40 -7 -AB 25 245 1 7 4.0 825 1 80 90 0.75 is 17 x 3 4.00/ 5,00 10.8 270 73 192 5A _9 _L ___L3 T3 18700 104 3 0 13 1 18513 103 3 0 13 15995 88 1 3 0 3 - - SNS -25-50-1 1 -AB 25 225 1 11 5.0 11 TO- 12 0,75x 17 x 3 4.00/5.00 9,8 245 63 157 3,7 92 11A 20365 0 4 L485 97 3 3 113 3 1 _ 0 0 SNS -25 -50 -7 -AB 25 360 1 7 - - - 11 10-12 GL75 x 17 x 3 400 5.00 18.5 462 113-3 3332 9�5 237 T50M 20571 4 0 2 20365 113 4 2 17485 97 4 0 2 - 4 0 99 4 T5R 20944 116 4 20733 115 4 0 4 17803 SNIS-30-40-7-AB 30 SN8-30-50-11 -AB 291 1 7 5.0 8.25 8,0,9,0 0,75 x 17 x 3 4�00 5.0 5,0 11 10-12 0.75 x 17 x 3 4�00 5.00 1 2,13 65 - TSW 20290 113 5 0 20088 112 5 0 3 17065 0 2 80 875 mA 235 W - - __ FN1 24866 1 6 24615 105 2 0 21 21136 ENS -30-10 -7 -AB 11 5.0 11 10-12 0.75 x 17 x 3 4.13015.00 10.7 3,9 97 0 4 22839 97 3 T2 23070 98 3 0 4 19609 SNS -30 -60 -7 -AB 30 1 11 12,5 11 - t3 I x 36x4 4.75 5,75 19.0 475 1 T3 21947 93 3 0 4 a 92 0 4 18655 DRILL PATTERN EPA 4" 05/13 2 @ 90' 1,36 04-- 101-1 P,11, 2 @ 1 ffs-r-0 180' 2 _Jr__Ga' Pore I T4 103 '8 10 5 20632 88 3 0 4 Ski 35 -50 -7 -AB 5- 35 441 1 10 12 .7��17X, 5.0 11 4,00 5.00 5.9 147 2,5 62 0 2 1 T50M 23138 98 0 2 22,11, 97 4 2 SNS -35 -6o -7 -AB 35 540 7 6.0 12.5 11 13 1 x 36 x 4 7.6 190 4.2 105 5R 1 O� 5 0 5 21 4 -5 SNS -39 -60 -7 -AB 39 605 6.0 12.5 11 -13 x36x4 4,75 5.75 7�2 1 180 13.0 75 Th reah.flbetsone If600VAC t licabire. d f,.- high ur.rIgo, I- infloo, ste.1 t e ASTM A500 Grade E3, with minhinum yield strength of 4C,000 psi. Each Mir have. a full-leagur longitudinal weld and will be squarre in cross'e,scoon. Th. base, phns, I. f boictitd f-rn . atiructural quality ]not noted carbon slept plate that meass or excees ASTM A-36 With a inimurn ftstirangth off3o,000 psi. The bans. co.t. tial,aseco-, the pale airift and itn alded top and hoittam- Thl, loose Previte lad tovit hot liand Hot. A I ... Id having . ncorninial 3" a 5" op,unrog. win be insonfled 18" b.v. fln, best, prists, On .11 Votes. A hand hot. and hardware is mdiudteho vAth erch hand note aspenntily. A ground surf will be weld -A efther on tire harical hore fircone pr an the unaide, r fira pace ppaipa the hand I depiandr.g n in,. cl.sign� Anchor bolts are fabr'Cal from a commercial quality hot railed carbon sne,I! bar that meets or excees ruirtirl yield Strength of 0 I psi. A-h.r boots an. ai,.d ccoor-ding on each ri design and are furnished with 2 gailvari heavy hex ni-itst and 2 pj,hv bar, " dfliatwashoars. Anch- facous shall be galvanized a infininnum co`4"con the threaded end in laccoropoincevvkhASTIVIA-153. Arnt,ho, hiploo vvill othip, the pophise cotheovvise scovicith.d. T.'r POLF TQ RF DRIL LFD FOR QNF RIPACON VIPFR,,nmlq7 Esoah pao. fit b. sid-drill,-d ith at r.m.,able pole cap or have a 2-3�8" O.D. x 4:' terion top (other pizes, available). vv"Iding All velds shall be, of in. quadity and performed by Arriencont Welding Society certified welders ponforroing to the bttest versi- of the American Vvicidirtri Society spocificatnur, AWS Call I FINISH TO MATCH BEACON STANDARD FINISHES aIDA of either red podde/zi All loeho, ritmg toockeft and platioarrns are fumishisal vvuh . o.citing oc prorner, fctory pairited, powder coated -3, Exte, Mis-ran uli hardware will bt, galvanized tioASTNIA-1c, ior finish coatings ann, avah- tid, by rearthetal. toto 24175 5 0 3 23931 102 3 T 103 96 700 DNA 220 W FFVT1 25358 1 Id 2 0 2 25104 112 2 2 22665 101 22438 100 3 4 22440 100 3 0 4 22216 29.12" 24.19" 14,25" 4.13" 25.0 lbs 1.0 ft, (704mmo (614mm) (362mm) (105mm) (11.3kg) MOUNTING OPTIONS Sky, iaD-ignLights RA Aoko 2 War, a-3 a,,,, 06111 nF2 CD Ea�p Frite, 12 U4-- ef) IS 3/4' - PK2 2-3,18" 24685 110 3 0 5 2443 8 109 3 0 5 20982 94 3 0 4 24685 110 4 0 2 24438 109 4 0 2 20982 94 4 0 1 2 T5R 25133 112 5 0 5 24882 111 5 0 5 21363 96 4 0 4 TSW 24349 109 5 3 24106 108 5 0 3 20803 93 5 0 3 96 875 rFA 280 W 29839 106 3 0 2 FRITI 2 29541 105 3 0 2 25363 90 2 T2 27369 9B 27096 97 4 0 F_T3 ____26336 4 122365 79 -41 26073 92 3 0 3 0 4 T4 29128 102 3 0 5 103 0 5 24759 2883 88 3 0 5 - T5QM 28889 10 213601 102 5 0 3 24556 88 4 0 2 N PHOTOMETRICS TYN I Type tType IV Type V Rental Wide W-L-96NIB-281i IN, W-L-96PAS-280-Slo-Is IN VFL96Nd-2x9-SK-T4 VPL-961,13-280.5if-ToAf ley 25' 25' a75, a2v 50, 25' IN, 75, 75 so. inaWarranty.* T511 2 105 5 0 5 28893 104 5 0 5 24809 89 5 8:�4:::� - 419010 T5W 9010 102 5 0 4 28720 101 5 0 4 24263 86 5 0 3 22 5MA 395 W FE/Tl 39653 101 39260 100 3 0 2 33371 85 3 0 2 - - T2 35997 91 35641 90 4 0 5 30295 77 4 0 5 35485 90 4 0 5 30162 77 3 1 4 T4 35455 90 35104 5 29839 76 T50M ___38388 97 5 0 3 38008 96 5 0 3 32306 82 5 1 0 2 - - T5R 39117 99 38730 98 5 0 5 32921 83 5 T5)Af 049 79 5 1 0 4 Anchor Bolt - Bolt Circle rojection W ldth Pokes shrould be hims,iii1ohad frequently f signs of horshorl vibraborn, hucmh u -B -4 -se -Plate fl�a etail fractory for a darol device that can so _D help mratordee the efferts of v8sraticort. or, Interuptionrof its power uppiry, oroulty totaling connection to ithe drrve[s.The. device shl be able to c -exist with enter 0 IOV control devices loccupaincy speri-ors, external dimureirs etc,). ------------- 1------------ I 2 3/8 Wall cr", Front Row Auto Optic! Type I Type a Type V Sqare Madium Type V Redarigpier VPL-96NB-28O-5K-TSR VPLh6N8-280-5K-FR VP-l_aONi3-2rO-5K-T5QM IN, VP- L -961,18-28(i 75' s25' 25. 75 7a s-1 let tsHoles , Z , . , - < are 1.1, reamed In I Lod -79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user, environment and appli-hor, aSlotted CERTIFICATIONSILISTINGS C s Phone: (866) 474 -7200 Fax: (817) 924-7049 14 epole Anned-I Life Pids Ire right toany potion of this pubronfl- aircsit L it to product and Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without notes Lighting BEACON 77 ID 2016 BEACON PRODUCTS, At Rights Focused For more ammaral viot our viesabil: www.beaconproducts.com Printed in USA SPEC 6/16 Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Due to our continued efforts to improve our products, product specifications are subject to change without had cre. Lighting __N 1") 2016 BEACON PROD JUTS All Rights Reserved -For has ificamadiativionitter uelbsffe� ovivetberacomproductexhan - PrIntodinUSA SPECi Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Doeto our continued efforts to improve our products, product specifications are ubjefatto change without not! Lighting a 10 7016 BEACON PRODUCTS, AhRigins Reserved -For more information visit out wounishe: voInItteacamproducts.com - Emental SPECE/16 Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HUBBELL Due tc, our continued efforts to improve our products, product specifications threnubject to change without notice. EnLightfing ID0168EACONPPODUCTS, Met has Resented -For mart, information visit our atki Isrovislatentanproducts.come - Porredil SPEC6/16 Z E am 0 0 CL E C( - 0 0 4� r4 U) 0 Z -0 Li C: 00 0". L) 00 W 0 0 to co _J < ILL U Z 0 (C) CL LL C( - 0 Q) LU 0 I Z 3: < W < U) C0 W Z F- (J) < Z 0 Z LU 75 0 LL1 < Lu Z> III hl RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ,�-,NLTH 0 �z, A W, M Nwo'. 1%M1 4/27/17 PE 40 ^ V.) (C) M CY) LL 7 - LL 0 LL1 LU 0 Q Z 0 Z 3: < LLJ < U) Z < F_ hl RRMM ARCHITECTS, PC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 ,�-,NLTH 0 �z, A W, M Nwo'. 1%M1 4/27/17 PE SHEET L3. 1 40 ^ V.) _J 0 < 0 7- Li 0 U) Z < F_ Z VJ LU 75 < Z LL1 Lij > >: Z 0 Z 00 0". L) 00 W 0 0 LLJ co _J < _J U Z LU 0 < 0 SHEET L3. 1 ' XSubmitted b LightingVirginia-Centralr a Job Name: VPUMN9,43 4/ UNf VA LIGHTro WOODBROOK ELEMENTARY - ViRGI I A. N VIPER L Cat# SERIES Job Type Approvals vl ENHANCED LARGE VIPER LWAINAIRE SPECjFICATiONS PRODUCT IMAGE(S) Intended Use: Controls/Options: Th on Viper i' I li aire Is available in two A -neih n t,n na passive .,�.. , sizes with a wide choice of different LED Wattage PIR) If c'fh r sencor capable of detecting confiryurations and optical distributions designed motion 360 around the Lmirtaire. Y7nen V r r r. motion � I . 2 t .c tire _ e_ fled tln1.., 1 FI or TIPS. , o ITitt,�l c to replace hIID lighting u� cc 0001) ivl C P Luminaires are suitable for wet to rations, ti', Mot on R s"1'ne System reduces the rectangular arm Watt ge, to lactury preset I i I reducing ::he Contrfaction, alchc levet a urr4nyiy. of hili m ricn Iia dot ,tedcy hePiRscTso theLrT naire + On piece optical cartridge system consisting of n LED engine, LED lamps, optics, gasket fr o rn a Waf age i d fill 'gl rt output and stainless steel bezel. Pr a r'c rt at t ,aeon Pr xr '.t;; if pr) r c • Cartridge is held together with internal brass u.r n'':antfrom standard cenflguraton s a doffs soldered to the board so that it can Available wAh Err rgenl for optional set d inning, timed dimming with simple delay; or be �ield replaced as a one piece optical system. tlr &o Bits r it based off bouts of Operation decorative arm • Tw piece silicone and ;nlcro cellular pol urethane foam gasket ensures a a [am-- of(See weather-proof seal around each individual LED. •Also available with Beacons ct Wireless LEDIOpturl Control System (see Beaconnect product page for more details c'.a r 11 r s:;o)t DIMENSIONS + LED driver accepts I OOV through 277V, 5011z cr 1 a L;r a4anQn re" to �011z (UNV), or a driver that accepts 347V A ar 480V it put. + Po,er factor is .92 at toll [pad. Installation: • All electrical ccmpenents are rated at 50,000 • Mounting options for horizontal ann. vertical ---- D L hnyrs at full Toad and 25`C ambient conditions tenon or traditional arm mounting available.peri MIL- 217E Notice 2, Mounting hardware Included I • Dir inning drivers are standard worth - _ -{--- co sections for external dimming equipment Finish: r available upon request. + Beacote V poryester po'.vde'-coat electric- - - Front • Col ponent-to-component wiring within the statically appl ,d and thermccured. Iuminaire may can no more than 80° f B'a u'a+ Irl -none .tdf ,,.sesinge C Weight EPA A B D W 9 r r � nt re linen with o vmer a"Imer � et eats � r load n is listed b UL for use at I g � r , rated Y Its 14.25" 4 25.0 lbs 1.0 ft �' � + ,r 2 .1 24,19" 13" �: ar' , , � 9 2 top c u...,c. inti a thermoset suaL and � < t , 60OVAC at 50" G o r higher. N g + Plug disconnects are listed by UL for use super Tr .0 polyester �ovdc.coo', (704 mm) (614 mm) (362 mm) (105 mm) (11.3 kg) at 600 VAC, 13A or higher. 13A rating �r' eI I' apt lies to primary (AC) °,.'da only. The finch �reets Le .AUr SU.._ MOUNTING OPTIONS performance spec'Ircation v,f-,lch includes Electrical: passing a 3000 hour salt spray test for -�-- I _ I' c tascri rsl,t,n„r: rutll ref l s erenisng or - • Fix)I-11e electrical compartment shal contain all lots of adhi I pet ASTM 0522 and resists OdeVe.r LE driver components and niter be provided 4Rectanyu!arAror Back ure',v P I sLirrace imparts of up tri T60 inch -pounds. with a push-button terminal block for AC power connections. Accepts Z 3,,C1 CD •, , Listings; + Arrjhlent operating temperature -40"C to 10'0 9 �------�--__t.-.,„ , I + Optional 7 -pin ANSI 0136.41-201'3 twist -lock + D-asEgnl_Ighds Consorhuin (DL 7 quail5ed, non. rrr:;n 4 ,y. photo control receptacle available. Compatible consult Dl C xrbsife; for me e dMal!- http:// Side ie'.v Sl"22-wg-' OD Slip Filter Lack view �c h ANSI C 136.41 external wireless control www,desiti n ignts.orglGPL vices, + Lishod tri UI 5c08 and C'SA22.24250.C)--------32 iia' ----------� • Sulge protection 20KA; Shuts off at end of life. 2q for •weer locations and 4TC -; • Lneshield `" Circuit - protects luminaire from at temperatures exl'esslvatom crabare. The devicevice 3, raiEu IartSI G136,21 high vlonorion -. shf II activate at a specific, factory presef FpE ;a-lons AD DeroraFva Arm temperature, and progressiva ly reduce power DA a Pp I QJFd I ]e a finite temperature. range. A luminaire equipped Wlth the device may, be re?lably operated in any ambient teriTperature up to Warranty: 55°C (131°F) Operation shall be smooth F+ limited ited w .rralty (for more information and undetectable to the eye. Thermo circuit is visit ys,.;-,•. duct_ uteri rn7 r mryx ar; ,Par ty;_ m delsigned to "fad on", allowing the luminaire _ to revert to full power in the event of PK2 2-3r Fd a t oT e Knmlov, aninterruption of its power supply, or faulty -31 tra" ,,.vi�ing connection to the drivers.The device _ st ,P shrill P ie to coo vx,�. � nth otizar 0-10V hgI b, able r (occupancy enc sensors, external _antral devices (o c p y . , ,o , CiiRit712rS, etc.!. n 23,18, tNB Wali Bracket1/2 I CERTIFICATIONS/LISTINGS i Ti EJ n CI Us '300al ane u armor CCT, only ° Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 + Phone; 800-345-4928 lFf asE��,. HUBBELL BEACON L Due to our continued efforts to improve our products, product specifications are subject to changee without notice, , Lighting 9 ......, �_2Gf6BEACON PROBUCTS, Ali Rights Reserved -For more information visit our weaster www.boaconproducts.com +Printed in USA S PEC 6/t6 F F 11 7 C W A o M JOb Name: s V'L/6"4N 1 /4F l A PNUfR LIGHT WOODBROOK ELEMENTARY ING VIRGINIA, LV, CEIdTRAL-616=217r41 ORDERING INFORMATION RDERING EXAMPLE: VPU96NB280/5K/f4/UNV/PCR-TUSF2/GENIXX/BLC/RA/BBT VPt II i -T SERIES HOUSE SIDE SHIELD ENGINE -WATTS ELECTRICAL VPL vi er-(are 64N8-135 135W, 3K 3000K UNV 120-277V OPTIONSOPTIONS BBT basic black textured LED array 4K 4000K PCR -TL 7 pin HSS -90 house side 847V 347V BMT black maria textured BONB-180 18OW, twist lock shield 90° 5K 5000K WHT white textured LED array 480V 480V recoptacie I HSS -180 house side SONB 235 235WV, with photo shield 1801 MBT metallic bronze textured control n LED arraynoctm BLC backlight BZI bronze textured P R- C 7 pin twist control 96NB-220 220W Ti type I lock receDBI dark bronze textured LED array tacle with GYS gray smooth I€ 96NB-280 284W, T2 typeshorting BMDn1 beaconnect with motion DPS dark platinum smooth LED arcap ay T3 type III sensor W 'S 2PF1x dual power GNT green textured LED 96NB"395 ' T4 type IV MOD'motion dimming detector LED array feed MST metallic silver textured T5R type V, rectangular PCRU 7 pin twist lock recep- ! , MTT metallic titanium textured T50M type V, square tacle DWI old world iron medium RA rectangular arm for round T5W type V, round wide 1 . 1 ! . / or square pole mount. RPA RAL - - included. FR front raw auto GENI-XX3'S energeni SF2 2 3/8" OD slip -fitter optic BCW''' beaconnect PK2 2 3/8" adjustable knuckle VERIFY AD Decorative Arm with FINISH MDQ OBDEa1NG iNFOBMATiON: SU#an ordering aflxtaeav hrite ral0 Bet refole 6 ODP),piease speclfythe universal mounting slot ;appYooriafa infarrnatien. These seninga are specified in the ordering as s3fawn rn the inereple below RPA ordered separately VPL / BDNB-238151 i r T.SNJ d tFPiV J'PJIIIfl --- J rr s ,r ,_, -s f-te WS wall bracket (use with SF2 High ay , €kivt,eve1 fVrou irtalf Na,ght ift-k '-_ or PK2), SF2 standard BEA001G7 Oi1D1NB tNPOflAfitON; When order igfxtut- tgeonCo3 aon^ Order Separately Y 'f a' rlrrel tin l de di i" scited€�:nfo'-ra' ln- olease spnra pthe APropriaie'graupond sense Mo. a o .Please Pm A imn.ag _ . rn 4an CatalogDescription enhgi #he.Beaoontrect excel spreat431reet or Baacoizhcct svt6gPre, .For more dalaited rntorrriahan pEaase vrsitv?t4vya. '- r t - las r 0345 4`328: ThesoseMsn`s ares e fled.ietimust elapse Tire order below I per ads required, ' - s to s or�r �e tic conGSci Deacon tel. kat:,80 a real si __1�acolts� :aaylwr 1 n , T- : QNV i 6L' - orae 1, ..,- 0 ibn6l . the.tirdenn a's showid in ma .xam Fe boiow, vn I 24MB 55`15K! S i w ifi, - p# Y? .. ( P ... i l 9 P � - - - ASM -USB -BCW Beaconnect Software loaded on USB gash drive' /- Zone 250) , RMD - �iii?1c Detay{7 to 25Pk�.•_.-. mm g..f, � _ 1 _ .;,mA 6 Ig._ ( . , ... .::- in Example-fRV124NB SS/5iSJ1'3ititl,VBCN1-G119M0-9t3W15Ct4'a,:�E/C?BT for 3utblares withowfanSatS tri the group - (Wdows based only) ` it the BMD' dot€� Cn In Elio i TRV72sfiill 515Kft suNV/B. ^Gf Rimr t 4m Pr 09 9 P@ 9 6W ASM -TABLET -BCW Beaconnect 7" Windows Tablet' ' Must speedy group and zone Information at drum of ol see''rvww.6eacnnpradutis.comtcanfrols,'neacannect for further details 7neludes USB Radio Specify time delay; Then lig level and mooting height. "T4 optic only. To rotate optics Left or right 90 degrees, speclry, L or R after the optical din urshaturt example T4 L. ' Net available wadi other course or sensor ciffircru, DesignLights Consortium qualified. - °When ordering Erupts, specify the routine set[mg care leonine GENI-54i-See austral brochure and instructions for setting Consult DLC website for more details: table and options. No€ avallable'xtth sensor anions http://www.desig,iliglits,org/ OPL ' Not available Tor 347V or 480 input. PHOTOMETRICS Type I Type If Type IV Type V Round wide VP-L-96NB-280-5K-Tl 1W 4'P -L -96N&280 -5K -T2 too' VP-L96NB-280-5K-T4 100, VPL-96NB 280 aK-T5w too' 25' 5P'751 a 25 50']15 2. 25' 75' : 25' 25' x,75 \ 25 25' 25' � 50' Sit 50, .afG 75' 25' \l 75 5 \ x r�' I 1 700' 00' \ 100' 25 2 ' 25' 5 \\ i00' z k, 2 5 V 5a' 5a' 21c 50' 5 / 5' 5c 1 tell, i00 xx tic S e , i 00' I i� Type III Type V Square Medium / Type V Rectangular Front Row Auto OpticType i VP-L-96NB4G0-5K-T5R VP -L -28O -5K -FR VP-L-9GNB 280 5K T3 1NVP-L-96i9B-260 5K T50NR too tea tau' VP -L -9,5118-280-51K T1 5 75 75 25' 25' 25' 75' S' 5' 25' 25 2 5 SO 59 '� �; SD' 50' 50 50' 25 25 / / Sh• ' I 25' ' ' / k 7+ � 75' / tel, 75' YS \\I i vii,I� iW' y5 \ ra0' 26 `�J tea' 25 pre, �'pp, 7 5 50 Beacon Products e Pr pts • 2041 58th Avenue Circle East Bradenton FL 34203 Phone: 800-345-4928 HUBBELL BEACON NUB ELLS B Due to our contorted efforts to Improve our Preducts. Product specifications aresubject to change without notice. Lighting 5 0 (090 6 BEACON PRODUCTS, All RlyhGs Reserved +For more information visit our website: www.beacpnproducts.cnm Printed in USA SPEC 8(16 "Submitted by Li t PERFORMANCE DATA IN III Job Name: WOODBROOK ELEMENTARY lel Submitted by Li s VA t"l " I IGHTING. 1 64 DRIVE CURRENT 62 S mA SYSTE DISTRIBUTION 136W FR/T1 T2 74: T50M T5R T5W (500OK 15922 14274 14137 15511 15511 15785 15372 5K nomingal, 116 104 103 113 113 115 112 70 CRI) 2 3 3 2 4 4 4 It 0 1 0 3 0 3 0 4 0 2 0 4 0 2 (40OOK 15762 14131 13996 1535.6 15356 15627 15217111 4K nominal,1 115 103 102 1 12 112 114 CRI) 2 3 3 2` 4 4 4 0 0 0 0 0 0 0 1 3 3 3 2 4 2 (30OOK 13534 12133 12017 1 1 3 84 13184 13417 13067 3K nominal,t' 99 89 88 96 96 98 95 2 3 3 2 3 4 4 0 0 0 0 0 0 0 1 3 3 3 2 4 2 80 700 mA 1BOW 2.0 FR/C1 21132 117 2 0 2 20322 113 2 0 2 17447 97 2 0 2 T2 18888 105 3 0 4 18699 104 ( 3 0 4-F-1 89 3 0 3 T3 18700 104 3 0 3 18513 103 3 0 3 15895 88 3 0 3 T4 20571 114 3 0 4 20365 i13 3 0 4 17485 97 3 0 3 T50M 20571 114 4 0 1 2 20365 113 4 02 17485 97 4 0 2 T5R 20944 116 4 0 4 20733 115 4 0 4 1-7803 99 4 0 4 _ T51N 20290L 113 5 0 3 20088 112 5 0 1 3 17065 95 4 0 2 80 875 mA 235 W 1225 FR/T1 24866 106 2 0 2 24615 105 2 0 2 21136 90 2 0 2 T2 23070 98 3 0 4 1 22839 97 3 0 4 19609 1 83 3 0 4 T3 21947 93 3 0 4 21725 92 3 0 4 18655 1 79 3 0 3 T4 24360 103 3 0 4 24028 102 3 0 5 20632 88 3 0 4 T50M 231380 4 84 196 7 8 4 0 2 22 05 97 4 0 2 9 9 6 2 T513 24779 105 5 0 5 24541 104 5 0 5 21070 90 4 0 4 T5W 24175 103 5 0 3 23931 102 5 0 3 20548 87 5 0 3 9 6 7 0 mA 0 22 W 0 FR/T1 25358 113 2 0 2 25104 112 2 0 2 21554 96 2 0 2 T2 22665 101 3 0 4 22438 100 3 0 4 19265 86 3 0 4 T3 22440 100_ 3 0 4 22216 99 3 0 4 0 191 4 86 3 3 3 _ 244 1 3 0 - 2 2 94 i 85 0 38 09 h 098 3 0 T4 246 11 3CO2 4 T50M 24685 110 4 24438 109 4 0 2 20982 94 4 0 2 T5R 25133 112 5 24882 111 5 0 5 21363 96 4 0 4 T5W 24349 109 5 24106 108 5 0 3 20803 93 5 0 3 96 875 mA 280 W FR/i1 29839 106 3 29541 105 3 0 2 25363 90 2 0 2 T2 27369 98 4 27096 97 4 0 5 23264 83 3 0 4 T3 26336 93 3 0 4 26073 92 3 0 4 22365 79 3 0 4 T4 29128 102 3 0 5 28837 103 3 0 5 24759 88 3 0 5 T50M 28889 103 5 0 3 28601 102 5 0 3 24556 88 4 0 2 _ T5R 29184 105 5 0 5 28893 104 5 0 5 24809 89 5 0 5 T5W m 29010 102 5 0 4 28720 101 5 fl 4 24263 86 5 0 3 96 9 63 1225rnA 395 W FR/T1 39653 101 3 0 2 39260 100 3 0 2 33371 85 3 0 2 T2 1 35997 91 4 0 5 35641 90 4 0 5 1 30295 77 4 0 5 T3 35840 91 4 0 5 35485 90 4 0 5 30162 1 4- r T4 3455 90 3 0 5 35104 89 3 0 5 29839 0 [S76 4 T50M 38388 97 5 0 3 38008 96 5 0 3 32306 82 5 0 2 T513 3 117 5 0 9 5 0 32921 8 9 99 5 0 3873 8 b 3 5 0 5 T5W 36984 93 5 0 4 36528 93 5 0 4 31049 79 5 0 4 'Lumen values are from photometric tests Performed in accordance with IESNA LM -79-08. Data is considered to be representative of the configurations shown. Actual performance may differ as a result of end-user environment and application. Beacon Products 2041 58th Avenue Circle East Bradenton, FL 34203 Phone: 800-345-4928 HHB E44, HUBBELL Due 40 our continued efforts to improve our products, product specifications aro subject to change without notice. Lighting 9 c) 2076 BEACON PRODUCTS All RI nLs Resented +For more information visit mu wehsita: www.beacon rod cts.com •Printed in USA SPEC 6/16 g a p u ELECTRICAL DATA Submitted b Lig t afaCI ial trier: a iTI Job Name: r A WOODBROOK ELEMENTARY LIGHTING ' ""I VIRGINIA No#e5; LV,- CENTRA! 416-21740 Ive��" DRIVENUMBER OF CURRENT INPUT VOLTAGE Data references the extrapolated performance projections for the 700mA base model in a 25`0 OF i I 64 825_ 12Q 136_ 1.1 2 7 347 480 0a OA 03 80 2 700 120 18© 1.5 0.6 347 0.5 80 2 875347 120 235 2.0 0.8 1,00 480 25-C 777F 0.5 96 2 700 120 277 220 1.8 18 347 0.6 w �e .98 480 N Qx 0. i III, 00Cg 120 277 _ 2.3 1.0 96 2 875 280 347 480 0,8 0.6 96 2 1225 120 1 395 47 1.1 .,�v,, - - 3 � 480 0,13 PROJECTED LUMEN MAINTENANCE ' Projected per IESNA TM -21-11 r 0 c� Data references the extrapolated performance projections for the 700mA base model in a 25`0 Efficient, ba n 10 hours a sed o 000 ou f LED testing L - - . a e hn per IESNA M 80 08 OP EPA E Cemparible dh Pule unit pattern 33 Use these factors to determine relative lumen Hum � n output for average ambient temperatures from en 0'C 32'F 1.02 D -40°0(32-104-F), _1070_ 50'F A"S't9gestod distance rronr 1.01 20°5 687E 1,00 - 25-C 777F 1,00 top of polo 40'C 86'F It 1 LIU .98 1 40-C 104-F w �e .98 2 BF Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 "HUBBELL HUBBBtL i e 'f' Lighting Duo 0 our continued efforts to improv our products; product specifications are subject [o change without notice. "" ;-'- ' " s 9 lh2076 BEACON PRODUCTS, All H€ghts Raservad +For more information visit our website: www.beacOnproducts.eam + Printed in USA SPEC 6r: 18 entral Job Name: WOODBROOK ELEMENTARY Y„€e Shaft The pol. shall be a are scotE n design fabricated from standard 11 gauge (0.11.9B )ar 7gau e (017 93") steel, Each section shall be fabricated from high stre th tow allay steel conforming to ASTM P500 Grade B, with minimum yield strength of 46,040 psi. Each paid will have a full-length longitudinal weld and will be square in cross-section. Erase Plate The base plate is fabricated from a structural quality hot colied carbon steel plate that meets or exceeds ASTM A-36 with a minimum yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate has slotted bait holes. Hand Fr6o A reinforced hind here, haa no mna9 3" x S" opening, will be installed 18" above the base prate on all poles. A hand hole cower and attaching hardware is included with each hand hole assembly. A ground lug will be welded either on the hand here frame or ort the inside of the pole opposite the hand hole depending on the design. Anchor Baits Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each Bete design and are furnished with 2 galvanized heavy hex nuts and 2 galva- nized flat washers. Anchor bolts shall be galvanized a minimum of 4" on the threaded end In accordance with ASTM A-153. Anchor baitswill .1-12 with the ales unless otherwise specified. Rule p Ta " "" : cath pole will be side -drilled with a removable pole cap or have a 2-318" (D.ID. x 4" tenon top (other sizes available). Welding All welds shun beofthe highest quality n and b Amariasn tN eidin Society certified ed welders conforming to the latest ver I n of the r- n a! .gin pilot ' s v 1 1 ci' io Pr h FINISH TO A H n TC BEACON STANDARD FINISHES All Parris, mounting bracket and latforns are furnished with a coatis of orih r red oxide zinc rimer, factory y Pated, powder canted or hot -di galvanized Ta ASTM A-123 Nr' f r P g lrscet aneoi s hardware will be galvanized to ASTM A-'153. Exterior finish coatings are avail- able by request. dote An<;hor f)UdP paftvrris acre sutvieot to ofna,;ge Please carne fi "actc, y,r)rinr fo'onslrucliloo, ( Anchor Bolt I J - Bolt Circle ! I I �II Pro'1 ection r r. i -Slotted W�}id1Pt - - I I po (,Y Holes r -'J) r ores should be monitored frequently ._ � - for signs of harmonic vibration, which to `` may cause strL€crural fatigue. Consuft Base 'late Base Detail factory for a damping device that can help rubmitnize'dte effects of v bratiar:. r Phone: (8 66) 474-72 + Fax: (817) 924-7049 American Lite Po s reserves the ht to change any oion ofthis obitcaTianwit es t nefce in c d er ble - to promote product improvement and allow for material availability. r 0 c� = LL m � O v DRILL PATTERN vi 0 NO EPA E Cemparible dh Pule unit pattern 33 O (n � n W M r V)~/ L Ln A"S't9gestod distance rronr L _. i II, -" I.:_Ii, y1r - M - LU Lr) x Q) top of polo ill! ! _, _- �- ,,5:1 iifc It 1 LIU w _J 1 1 w �e 3 @ 120' 2 N Qx Gorzi" i III, 00Cg _ M _ d - 0� 0 J LU - m_ Q 2X Drift .ib`- ' I , I'll i 2� 90 1.6 3 .,�v,, - - 3 � 2.2 Becton alarji g iii_ = Arm ---I-C4" Pee ____ - �`J-S^Pole +' ; .� _ �,.. �>,� 2 @ 180° 2 _ - - r@9W 2.'L --._---- -06°Pole -- BF Beacon Products • 2041 58th Avenue Circle East Bradenton, FL 34203 • Phone: 800-345-4928 "HUBBELL HUBBBtL i e 'f' Lighting Duo 0 our continued efforts to improv our products; product specifications are subject [o change without notice. "" ;-'- ' " s 9 lh2076 BEACON PRODUCTS, All H€ghts Raservad +For more information visit our website: www.beacOnproducts.eam + Printed in USA SPEC 6r: 18 entral Job Name: WOODBROOK ELEMENTARY Y„€e Shaft The pol. shall be a are scotE n design fabricated from standard 11 gauge (0.11.9B )ar 7gau e (017 93") steel, Each section shall be fabricated from high stre th tow allay steel conforming to ASTM P500 Grade B, with minimum yield strength of 46,040 psi. Each paid will have a full-length longitudinal weld and will be square in cross-section. Erase Plate The base plate is fabricated from a structural quality hot colied carbon steel plate that meets or exceeds ASTM A-36 with a minimum yield of strength of 36,000 psi. The base plate telescopes the pole shaft and is circumferential welded top and bottom. The base plate has slotted bait holes. Hand Fr6o A reinforced hind here, haa no mna9 3" x S" opening, will be installed 18" above the base prate on all poles. A hand hole cower and attaching hardware is included with each hand hole assembly. A ground lug will be welded either on the hand here frame or ort the inside of the pole opposite the hand hole depending on the design. Anchor Baits Anchor bolts are fabricated from a commercial quality hot rolled carbon steel bar that meets or exceeds minimum yield strength of 55,000 psi. Anchor bolts are sized according to each Bete design and are furnished with 2 galvanized heavy hex nuts and 2 galva- nized flat washers. Anchor bolts shall be galvanized a minimum of 4" on the threaded end In accordance with ASTM A-153. Anchor baitswill .1-12 with the ales unless otherwise specified. Rule p Ta " "" : cath pole will be side -drilled with a removable pole cap or have a 2-318" (D.ID. x 4" tenon top (other sizes available). Welding All welds shun beofthe highest quality n and b Amariasn tN eidin Society certified ed welders conforming to the latest ver I n of the r- n a! .gin pilot ' s v 1 1 ci' io Pr h FINISH TO A H n TC BEACON STANDARD FINISHES All Parris, mounting bracket and latforns are furnished with a coatis of orih r red oxide zinc rimer, factory y Pated, powder canted or hot -di galvanized Ta ASTM A-123 Nr' f r P g lrscet aneoi s hardware will be galvanized to ASTM A-'153. Exterior finish coatings are avail- able by request. dote An<;hor f)UdP paftvrris acre sutvieot to ofna,;ge Please carne fi "actc, y,r)rinr fo'onslrucliloo, ( Anchor Bolt I J - Bolt Circle ! I I �II Pro'1 ection r r. i -Slotted W�}id1Pt - - I I po (,Y Holes r -'J) r ores should be monitored frequently ._ � - for signs of harmonic vibration, which to `` may cause strL€crural fatigue. Consuft Base 'late Base Detail factory for a damping device that can help rubmitnize'dte effects of v bratiar:. r Phone: (8 66) 474-72 + Fax: (817) 924-7049 American Lite Po s reserves the ht to change any oion ofthis obitcaTianwit es t nefce in c d er ble - to promote product improvement and allow for material availability. Z O rC(- V% LL1 0 0 r 0 c� = LL m � O v � vi 0 NO LU � E ONE LL LIJ U O (n � n W M O � V)~/ L Ln • L N Z - M • LU Lr) x Q) w Q It 1 LIU w _J � N to w �e c Ll Z N Qx �_ � N 00Cg _ M J d - 0� 0 J LU Z O rC(- V% LL1 0 0 r 0 c� = LL m � LL � r� LU � W �Z�(('�� l/ L� f Z LL LIJ U O (n < W 00-0 Z RRMM ARCHITECTS, RC 1317 Executive Blvd, Suite 200 Chesapeake, Virginia 23320 (757)622-2828 �NLTH oA W, H[Af � No. 14`'� 4/27/17 A PE ARS SHEET L3.2 Vill r� 0 0 LLJU 00-0 Z Z w Q It 1 LIU w _J � w �e > Z 0= �_ 00Cg _ m J 0� 0 LU m_ Q H U 0 Z LL1 O < Of rZ W 0 SHEET L3.2