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"I'll CLEAN -OUT I- 11-i - ........, ""' TELECOM PEDESTAL ,.-,, , . , , -1-11? UTILITYPOLE ,-­-­�li. ", "' LIGHTPOLE -Z GUY WIRE ;`.`­� , ", *11, ... � -1 00�.-.­ UTILITY VAULT, AS NOTED - I I ..... - ELECTRIC BOX I..", 13, '.... "'"' ELECTRIC METER 1. <i......'...> "IF . "" GAS METER ...................... I .... ............. ............. S-, A �, N ............. ............. ........................... SA NITA R Y PIPE WA TER-L INE ......................... ............. ............. � , ,�-�­ t ��p­%.;­ ........... ............. ­ .... "" ............... UNDERGROUND TELECOMIFIBER UTILITY . , ;Gt:.)-­­­­.. ­­­l --- 1­1­11.1111.1­ -------- � 4­. , UNDERGROUND POINERIELEC UTILITY ­ ­­­­ 0�­4011111_111_1_11 OVERHEAD POWER UTILITY -­­­ ,,iQ-­-'­------- , ?, ... ? , I . � ............................... I ............ I ....... � ..... f --, .. ............. ............ I ............................... UNDERGROUND GAS UTILITY ,..� - '' ................... ............... . 1Z.... ............. ............... ................ x ............... .................... FENCE -LINE , .... . . ­-11-11­1`1 ... ::� ­5-1-- " ... ­­-­­­­­­, CENTERLINE SWALEIDITCH EDGE OF PA VEMENT (EP) - 1­1 -':--`-`t--ll.- ."".". CONIFEROUS TREE (CNFR) ..... ... ** ,­­ll -N.; I,- 1, el-"--- .. .. - .: . - " , 11-1. ��-- -�-.-p,-", DECIDUOUS TREE (DEC) ',,-. " ` .-,,-­z� EG EDGE OF GRA VEL SIDEWALK ..... U ..... SIGN ­ .1,11' �;l I- .", BOLLARD " 1�'ll - ,5-I :,... MONITORING WELL (F) PROPERTY MONUMENT FOUND, AS NOTED THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF JOSEPH C. MEDLEY FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON THE FOLLOWING DATES: MARCH 10-12, 16, 18, 23-24 & 30, 2020. THIS BASE -MAP AND . DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SURVEYNOTES: 1. HORIZONTAL DATUM IS BASED ON NAD83 (NA201 1), VIRGINIA S TATE GRID, SOUTH ZONE. VERTICAL DA TUM IS BASED ON NA V988. DA TUM ESTABLISHED THROUGH NETWORK R TK GPS (LEICA SmallNET) OBSER VA TIONS, 2. TOPOGRAPHIC DATA DEPICTED BASED ON A CURRENT FIELD SURVEY BY THIS FIRM, COMPLETED MARCH 30,2020. 3. THIS IS NOTA BOUNDARY SURVEY; BOUNDARY SHOWN HEREON IS BASED ON DEEDS AND PLATS OF RECORD IN THE CLERK'S OFFICE OF ALBEMARLE COUNTY, VIRGINIA, AND RECOVERED MONUMENTS AND FIELD OBSER VA TIONS. 4. BASED ON FEMA FL OOD INSURANCE RA TE MAP (FIRM), MAP NO. 51003CO229D, PANEL 279 OF 575, EFFEC TI VE DA TE MA Y 16, 2016, THE PROPER TY L INES IN UNSHADED ZONE X'AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FL OODPLAIN. 5. MISS UTILITY TICKET INITIATED, TICKET NO. B622100685-OOB. NO UNDERGROUND UTILITY INVESTIGA TION BEYOND INFORMA TION PROVIDED VIA MISS UTILITY HAS BEEN CONDUCTED BY THIS FIRM. 6. TITLE REPORT FURNISHED BY CHICAGO TITLE INSURANCE COMPANY, TO TIMMONS GROUP, CASE NO. 27120034, DATED FEBRUARY 1, 2020 7. CONTOUR INTERVAL = V 8. ACPS PRIVA TE UTILITIES WERE LOCATED BYACPS PRIOR TO SURVEY ! . -*. . � . I 1- . I . 5 1 . ., I .. -... I : * ,., 15 ,� e�:,'%- - % . / . : . z I."I sm to : � . . , -i :: I i � 1. . ,� .., " %,�.*'l - .1 ; �,, . 5 11 � - " . ..... .. . ....... ...... .... � . ...... O........".,..., I ­ i f � - I ....�'. 1� - ...... ­ . . .... .... I . 11 .. ! . ;� ,-: ", , 5 " - ,.! �, ./..... 4,�. , " . . l­ - - .- .1 C - i , , I , *1 N. , � i, . - 1� .........=� - - I 1 -1 ", `-.1-1,1--k 1".. ... . I . ---------- � �. �1.. I ­...,t . * C - , �. .::s" ',,-.]��-.��. .--i . , . I u.. I I - "' -- - ,k.:,....... ­­. " , . . 88M . - -��ii:i�, , . , , . . � :t*1 -1-11 .SEE SHEET C9.1 I � .;. .�� ..'... �.. - `t� : I ., �) '� ." I—— �* r -.,,,�, 'P - ii� �. 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"ff 'M :: T I :I:vl I %0 rq Z. %X.n :W: W:F- . . . . . . � I I I . . YOUR VBIOM AC`Hf.EV,ED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number � , - 11 ... 4< - - . : . - . . I , - . I � ... . . . - . ... .. . . . , . . - ­ . . . . . . , � � . .., - .. 4 .. . -- .. . . . � , 1. ..... . .. , . I .1 . .. . 4 - . . . : I . . . . . - . . , . . . I I � . 14 , :- I . ,- . V-�' .... .. � 14 :. 4 .... Y yan D. Cichocki Z 4 01 0 . �-� i � 11c, No. 53741 0�--1 ..� I : . . � 1. V10 . I . - . 1/3 /b5 . . . 0 IONAL . I.. I 7: �­. .44.11 002-34-00-101 1284 - Checked By B. CICHOCKI Designed By KROESER Drawn By K.ROESER ISSUES AND REVISIONS NO, SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMEN DM ENT #1 28,MAY,2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG,2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24,OCT,2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB, 3.JAN.2023 OVERALL SITE PLAN - V\f� \� I �� ?�5 kv GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL Rows LEGEND �(0 TRAFFIC STOP BAR m STORM PIPE &STRUCTURE N0. �C> DROP INLET &STRUCTURE N0. CURB CURB & GUTTER DRY CURB & GUTTER �y.,y.,y_.y.�y.,° �y.,5.„.,... PROPOSED PAVEMENT ....... PAVED DITCH JUTE MESH DITCH . -•- - - CENTERLINE OF DITCH BENCH MARK CLEARING LIMITS -q R-1 VDOT STANDARD STOP SIGN ....... ...... 200 ..... ...... ...... EXISTING CONTOUR - 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION 0 -- TC 240.5 PROPOSED SPOT ELEVATION 1U PARKING COUNT SEWER I ' ,..w ,F , EXISTING SANITARY SEWER ...................., w., SDS--SAN -0w­@ PROPOSED SANITARY SEWER 1 PROPOSED SANITARY SEWER LABEL WATER ­..m.�...................W...............-..m.--...-m EXISTING WATER LINE e" W PROPOSED WATER LINE 0 g" yy PROPOSED VALVE ---�}- g" W PROPOSED TAPPING SLEEVE E&---(� PROPOSED FIRE HYDRANT ASSEMBLY (FHA) (COMPLETE) Y V PROPOSED FIRE DEPARTMENT CONNECTION (FDC) 00 PROPOSED POST INDICATOR VALVE (PIV) rn n nrnir-• TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT PRESERVED AND MANAGED SLOPES #,>.......... . 5 I .. __. �..' CRITICAL SLOPES ISO FIRE FLOW CALCULATIONS FOR CROZET ELEMENTARY SCHOOL TYPE OF CONSTRUCTION: CLASS 3 CONSTRUCTION COEFFICIENT: F= 0.8 BUILDING SIZE: 1990 ORIGINAL CONSTRUCTION 1995 ADDITION CURRENT ADDITION EFFECTIVE AREA CONSTRUCTION FACTOR: C = 18F (A)^0.5 CONSTRUCTION COEFFICIENT: F= 0.8 TYPE OF OCCUPANCY: C-2 LIMITED -COMBUSTIBLE OCCUPANCY FACTOR 46,742 sf 7,375 sf 34,915 sf 78,387 sf C= 4,032 0= 0.85 EXPOSURE (X) AND COMMUNICATION (P) X1 + P1 = 0.14 NEEDED FIRE FLOW: NNF = [C][O](1+[X+P]) = 3,907 CONSTRUCTION COEFFICIENT: F= 0.8 AVAILABLE FIRE FLOW: SPRINKLER REDUCTION = 50% TOTAL FIRE FLOW NEEDED 11953 GPM HYDRANT LOCATION STATIC PRESSURE RESIDUAL PRESSURE ACTUAL FLOW MODELED FIRE FLOW Crozet Elementary School 87 PSI 68 PSI 11152 GPM @ 68 PSI 2,275 GPM @ 20 PSI i aiPn Cott Elem.ttry S=whl. Dte'nd rime oI"Test 1 5jW2� 0�. .­­2,�00 f,M> M16"fes of Flow 2, 1. Pips slze (Inches) pres.0 rl� Hy�dr.Ant. 1.11144 ........ ....... :. ti>i•sur (P9I) 57 ..:.. .. ......... . Residual Pressure (Ps!) :. 6 . [. Q 0 We opad W 0�0 Mt t ipl Inllnf l y&ants Ill , �i€��le I^low `I:....�p� nl�l�r'��st �.ingl� >"lOW ... ., . .Flag y ran. #1 11114$' Ps�tot Pressure #�, (p.st) ....,..... ......: ......... .::.. >. . 68. Y ilr 'W i...:l Test l"low . :152: ................ F)16W H rant' #2 Pitot Presswe #7 (�sl) .: .... . .:..:... ........... .. . ..........: Y IIo►t -1' 'Test<rjo :2 : 1. .- 1 1 .Flr�r Hydrant #3 Pl1.i0t P►`o$ Uri #� (�s�) :. . :. yoHl : a.3 1...l Test Fl�a�+'� 0 Tptal E0mat W i law ( to 1..y. . %, :;` w.W.A t� .04lrulatio€�<'{9P 275�. AnQ1.2CCA@?Y:lff£tt £4 1Yfsf£C'tSy@O0t ...mt #tZJ1 Comments .. ... .. Hydr-Ant op mall the Wq... _ _ _ _ : Far M' etf.*d of ra#cuSatin�,Ot6t fl its lvith e sesi t 6Itascs s i.fNsiit ase eq iq, V)i i<ki aiia.t ssti:s it,s le l�50 i6t t6Y I MWiQ,;u1Wh aW 1.... . Ej�sus¢i3stsi ;� WA. [tO yf,110W POWl d :}V(UPfn, a h*$1 #A tiuf(f fishes.vMiotiii2f t?£ltt4C'W.af tfi-. i' Ui;s} FksW 4,: fs11Ct.p.f safe avi. !. jwd; . ..............,.... .. stftnated Cpnsumpt€0. lgal}, :2304 _, . _. . F_oi tjse:€ar water aud.it . ... ovl,; 1111 (_.. 48 iaur€'.Tester; < . ACSA AVAILABLE FIRE FLOW INFORMATION No Scale CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION,SREQUIRED BY THE 1. A Q LOCALITY. THIS INCLUDES BUT IS NOT LIMITED TO TESTING, INSTALLATION DOCUMENTATION SURVEY, ETC.AL L REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 15. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 16. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 17. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 18. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 19. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 20. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO COUNTY ACCEPTANCE. 21. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 22. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 23. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION . WITHIN VDOT MAINTAINED RIGHT OF WAY. 24. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 25. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7,THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 26. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 27. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 28. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 29. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 30. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 31. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FT IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FT IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17 1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 12. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 13. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. CONSTRUCTION RECORD DRAWINGS NOTES 1. CONTRACTOR SHALL PROVIDE ALL INFORMATION REQUIRED FOR CONSTRUCTION RECORD DRAWINGS: �. COUNTY OF ALBEMARLE � I f 5;: , . Departrnent of Coin mu-nity 1)eve:lopment '' :k, . . y r' . ' • A Construction Record Drawings (As -built) for VSMP The fOHOWi:n.g .is a 11st of i:nforniation required on con.struct:i.o.n .reco.rd drawings .far stori water fttcilities (.reference Water..Protection Ordinance :17-422). It is preferable that the con st-ruction. record drawing be prepared by soirzeone other than the designer..Pletise do not provide design dreivvings cos construction record dr(twings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the fuiYi and individual preparing the drawings on the title sheet. C. The constructed locat.io:n of a:l:l items associated with each facility, and the i.n.spection records to verify proper dimensions, materials and installation. The :items include, but are not limited to the following: L Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. [.updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated., and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures, fonds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6'. Plants, locution and type. 7. Flans and profiles for all culverts, .Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), i.n:let and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed cc)mpLttations verifying that the as -built conditionis equivalent or better than design. 9. Ditch mines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10, Easements -,dhow all platted easements with dead book: references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 1.1. Guardrail, fences or other safety provisions - :Display the constructed location of all safety provisions; fencers, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers --- biofilter media, stone layers, sand :Layers, keyways and cores .trust be verified as to material types and depths. Include :inspection reports, boring or test pit reports and materials certificat:io.n.s. Biof:ilter media must be an approved state mix. 1.3. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15, Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED O - NE WEEK PRIOR TO TH E PRE CONSTRUCTION CONFERENCE ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND AN DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. - 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE OWNER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. . FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22, PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) 23. STABILIZATION OF DISTURBED AREAS MUST, AT A MINIMUM, BE INITIATED IMMEDIATELY WHENEVER ANY CLEARING, GRADING, EXCAVATING OR OTHER EARTH DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED ON ANY PORTION OF THE SITE, OR TEMPORARILY CEASED ON ANY PORTION OF THE SITE AND WILL NOT RESUME FOR A PERIOD EXCEEDING FOURTEEN (14) CALENDAR DAYS. STABILIZATION MUST BE COMPLETED WITHIN THE PERIOD OF TIME DETERMINED BY THE ADMINISTRATOR. IN ARID, SEMIARID, AND DROUGHT -STRICKEN AREAS WHERE INITIATING VEGETATIVE STABILIZATION MEASURES IMMEDIATELY IN IS INFEASIBLE, ALTERNATIVE STABILIZATION MEASURES MUST BE IMPLORED AS SPECIFIED BY THE ADMINISTRATOR. (WATER PROTECTION ORDINANCE SECTION 17 - 405 6.h) JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN"OT ER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. Albemarle County Engineering Final Plan enerai Notes Page l of 4 ALBEMARLECOUNTY FINAL PLAN GENERAL NOTES General Coostructiou Dotes 1, Prior to any construction within any existing public right-of-way, inelu.ding connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (DOT). This plan as drawn may not accurately refleot the requirements of the permit. Where any discrepancies occur the requirements of the pennit shall govern.. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance, with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction.. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3: 1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Unifol-M 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). NOTE: ANY CHANGES TO THIS DOCUMENT AFTER BIDDING THAT ARE REQUIRED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT SHALL APPLY. J Vff =,F; ,i n1 s 4:: 4,2 ems: ,'5., �84- ,- . . t: .....: I T 1:4, 11°�1 O P15 G F� O U F� YOUR VI.&ION .ACHIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 4 ( �. ( .: ;cyan D. Cichocki Z 0 �---� �1*114 Lic. No. 53741 � 41/3 ,5 w� o t,SS,ION L ,��� A 2 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS *R- , � �q�,�, VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 211 R LEGEND 411 211 R R= Y411 ALUMINUM. COLORS- GREEN BORDER& 5 LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, TOP OF CURB 2 1" R N .4 CONC CURB AND GUTTER CLASS 3A, CONTROL JOINT SPACED WHITE BACKGROUND. ROADS GRADING (fc=3,000 PSI) CONCRETE AT WIDTH OF WALK (MAXIMUM) 4 f THE DEPTH OF CURB MAY BE• 3 4 TRAFFIC STOP BAR TC =TOP OF CURB A MINIMUM OF 13" AND A ................. EP = EDGE OF PAVEMENT 6 Q4 • 4. EXPANSION JOINT AT MAX Y44 4 A' A :4 -4.4, -A. .. 4 .. . . OF 301 WITH PREMOLDED .4 4 A 4A:. a. A. EXPANSION FILLER STORM PIPE & STRUCTURE NO. SURF.A.C.E'.: EX. = EXISTING 13 RESERVED RESERVED MAXIMUM OF 1911 A- PROP. = PROPOSED PAWING PARKING A . DROP INLET & STRUCTURE NO. APPROX. APPROXIMATELY / 1. 7 COMPACTED /x 14 CONC. WALK 16 C CURB SUBGRADE 4.- BASE PRESERVED AND 4ao 4 .4 4 '!t�d A:. 1 4 4 4' 'd 4 C CURB & GUTTER 4 4 .4 MANAGED SLOPES •4 ............... _F -CONTINUE 21 B STONE q A 'A A 4 4 VDOT A-3 CONCRETE 200 ...... ...... ..... EXISTING CONTOUR CRITICAL SLOPES PmTf PmTf .. ... .... 4" MIN. BASE FROM ADJACENT <7 PAVEMENT SECTION 4" 1�11N. SUBBASE $5W 1* $00 - $U IN 200 - PROPOSED CONTOUR UNDER CURB 1'01� It \���\��/���//�/�/�/�/�/�/�//\/�/�//�//�//� TOW AWAY ZNLow ZN 6 -6 2-011 I I CONTINUE STONE BASE 6" ------- 711 TC 240.5 PROPOSED SPOT ELEVATION COMPACTED SUBGRADE 4" 21-B STONE VAN FROM ADJACENT PAVEMENT PARKING COUNT 6' ABOVE ACCESSOLE 6' ABOVE SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER CONCRETE SIDEWALK JOINT DETAIL A FINISHED FINISHED GRADE GRADE No Scale No Scale 411 VDOT STANDARD CG-3 SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS No Scale TOP OF CURB 2 11 RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON VARIABLE WIDTH' NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH 4 y! . .. ... • GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. -4 '611-• 4 4*��j �j '_' 6 a• a._' a a a �4 4 4. 4 SIGN SHALL BE PLACED ON STEEL POST SEE DETAIL. MMWI EP/ FC 47 4 ..........' / / 'a ................................. // STEEL CAP 7' OR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12 WHEN ALONG SIDEWALK . ..'...... \/\/\ ° 4 = '.'SURFAGE ............. 4 1$" \\ \\ VDOT A-3 CONCRETE//j//�/ i //�/ ADA PARKING SIGNS 6" DIAMETER HOLLOW/� No Scale 4 \\ \\ ° BASE /� / a CONTINUE 21B STONE BASE NOTE: SIDEWALKS SHALL B 4113 000 PSI AIR -ENTRAINED CONSTRUCTED IN CONCRETE A. STEEL PIPE '611 \/\/\4 FROM ADJACENT PAVEMENT ACCORDANCE WITH 4 41 (POWDER COAT YELLOW) 4 - 4 EP/FC SECTION UNDER CURB VDOT STANDARDS. COMPACTED SUBGRADE 4" TYPE 21 B STONE It 4 6 \ \ \ STEEL SLEEVE Ila VIDOT A-3 TOP OF CURB CONCRETE °. a UB BASESDENOTES VOR AS SHOWN ON PLAN AREA OF CONCRETE SIDEWALK PAVEMENT WHEN NOT ALONG SIDEWALK 7.5' r 4 ..... \\ \\ " . .............. \/\/\/.4 . . q . 4. J 1 0 0. %0 00 A 0 0 0 ;0 0. 4-1 1- - // //\ \ \ ° 0 BASE 12 \\ \\ CURB WIPE DOWN DETAIL VDOT STANDARD CG -2 CURB CONCRETE SIDEWALK PAVEMENT SECTION No Scale No Scale A Id No Scale /� /� / ° 'A 3.5 2'-0" DIAMETER \/�/\ `:. 4 4 CONC. FOOTING 3,000 PSI @ 28 DAYS SUBBASE HANDICAP SIGN LOCATION (VAN) EOP HANDICAP SIGN EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT a. 1.5" ALUMINUM LOCATION (TYP.) FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT NOTES: SECTION UNDER CURB \FACE OF CONCRETE BUMPER - SILICONE SEALANT 211 4Q If 3,000 PSI AIR ENTRAINED PORTLAND 8 CURB T 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR PAINTED BLOCK ANCHOR WITH PER /2% MAX. 18' 18 5/8" REBAR IMBEDDED 24" IN GROUND VDOT/ 4 4' 4 . ...4. - CEMENT CONCRETE I _0 6" TYPE 21A STONE COVER FLUSH CURB (PARKING LOT) REMOVABLE BOLLARD DETAIL REVIEW PRIOR TO 11 SPEC. PAINTED Im No Scale CONSTRUCTIONS No Scale 2. RAIL ON BUILDING STRIPE (TYPICAL) COMPACTED SUBGRADE (CBR 11.2) 21 SIDE OF RAMP TO 31-011 81 51 81 lit 511 91 SIGNAGE NOTES: BE MOUNTED TO TYPICAL VAN BUILDING FACE. ACCESSIBLE ACCESSIBLE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 4" MAX HANDICAP SPACES REGULAR SPACE S L C P AS . �101 Y REVISION THERE TO: ;H WN IN AN MAX, 1: 12 X A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. . . .............. .1 .. . . . . .. _11� X \-, x 4 TYPICAL PARKING SPACE DETAILS HEAVY DUTY CONCRETE SECTION ................................ B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC .1 4 . 4 No Scale No Scale .......... L CONTROL DEVICES. 4 4 RIVER STONE (8" DEPTH) A .,7. . I ' A C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. - ----------- EXISTING PAVEMENT PROPOSED PAVEMENT NON -WOVEN GEOTEXTILE FABRIC . .......... .......... D. THE 2000 INTERNATIONAL FIRE CODE, . ............ ......... ..... .. . .......... 2" ASPHALTIC CONCRETE SURFACE . ......... ........... VDOT CURB (SEE DETAIL) .. > COURSE - SM-9.5A ........ ........... ........... M ---------- - .. ........... . . ......... ........... ...... . . .......... . .......... ......... 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE ....... ........... ....... . .......... ........... .... i � 1 ------ ....... ...... ....... ...... -4- FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER ...... . 4 ............ .......... ........... ..... CL SAWCUTTHROUGH MATCH EX. CROSS 1 NOTE: PROPOSED w PAVEMENT MUST TIE EX.SURFACE SLOPE UNLESS OTHERWISE 3" INTERMEDIATE BASE COURSE - BM25.OA .. . . CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN ... ........ MAX 6' COURSE k UJ SPECIFIED ON PLANS r> ........... NOTE I ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND IN WITH EXISTING w & REMOVE PAVEMENT PAVEMENT PROPOSED 2'MIN. go owl SURFACE 8" TYPE 21-B AGGREGATE SUBBASE COURSE INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND CORE DRILL CONCRETE FOR DENOTES GRAVEL FILTER STRIP ON PLANS INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.. HANDRAIL POST, EMBED HANDRAIL A 211+ COURSE \\//\\//\\//\\//\\//\\//\\//\\//\\, MINIMUM OF 6" BELOW FINISHED EXISTING PAVEMENT COMPACTED SUBGRADE GRADE AND GROUT TO THE FULL GRAVEL FILTER STRIP DETAIL DEPTH OF EMBEDMENT (TYP.) SOLID WHITE LINE 24 No Scale (TYP.) MILL EX. SURFACE COURSE BASE COURSE ................. .......................................................... ............................................................. .............. ........................ ........... .. ........... ......... .................... ­ .......... ........... DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS ................................. ...................................... - .... .... 11 .. ......... I... ............. I ......... ... I- ..... ........................... .......................................... ........ I ............. .. -1- .......... ­1 ...... ........... ................................................................... .......... ........... I .............. ............... _ ................... ... ......... 2' FROM EP OR FACE OF CURB SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE .......... ...................................... ... - ........................... .............. ................................... 12' ADA RAMP AND HANDRAIL DETAIL STD. PAVEMENT REPLACEMENT JOINT DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION (VARIES) No Scale 017-1/211 - 6' LENGTH R1 -1 No Scale No Scale 51 1 NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL NOTES: HIGH INTENSITY SHEETING NO SCALE 1. FINE BROOM FINISH ALL STAIRS. . . . . . . . . . . . . 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) ANCHOR WITH REBAR 3. SEE PLAN FOR RISER HEIGHT 2" ASPHALTIC CONCRETE SURFACE IMBEDDED 24" IN GROUND; EXIST GRADE METAL INSPECTION FRAME W1 SOLID LID 2 PER WHEEL STOP (NEENAH R-1975 OR EQUIVALENT) 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF COURSE - SM-9.5A r> 0- 0. SOLID WHITE LINE CONCRETE COLLAR NECESSARY TO MAINTAIN MAX. SPACING 1.5"ALUMINUM 12" MIN 8" TYPE 21-B AGGREGATE SUBBASE COURSE CRUSHED STONE BEDDING RAIL (TYP.) (TYP.) XY 6" DI CLEANOUT 6 PRECAST CONCRETE WHEEL STOP *011 COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) PLUG AT END No Scale OF LINE 31 2' 2 (TYP.) EXP. JOINT ........... ...................... (TYP.) (TYP.) FINISHED ......................... ............................ DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 12" MIN GRADE ................... SIGN STRIPING AND SIG NAG E DETAIL CLEAN OUT DETAIL (TYP.) 1211 CONCRETE (TYP.) STD. U POST No Scale No Scale 3 1-011 A LIGHT DUTY ASPHALT PAVEMENT SECTION GALVANIZED 1/211 R a7 (MAX.) No Scale FOR DESIGN OF BACKBOARD REFER 10 "NATIONAL FEDERATION OF STATE HIGH 8 9 FINISHED /811 11 1 rWA H GRADE- S SCHOOLS ASSOCIATION" & "THE VA. HIGH 7 11 SCHOOL LEAGUES" 6 EXP. CORE DRILL CONCRETE FOR 1.5"-2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A JOINT HANDRAIL POST, EMBED 4 51f . 6 1/8 HANDRAIL A MINIMUM OF 6 "FAN" 64- WASH BELOW FINISHED GRADE AND f SHAPED 4 -011 11- POST TO BE DRIVEN METAL 16 GROUT TO THE FULL DEPTH 141. (SEE VDOT DETAIL STP-1) BACKBOARD (2) 81 OUTDOOR BASKETBALL GOALS BACKBOARD/SUPPORT/BASKET HOPSCOTCH DETAIL .4. OF EMBEDMENT (TYP.) ..4 . * q - 11 5" # 57 STONE 4 8 D EXISTING AGGREGATE BASE Rim WITH NET(SEE DETAIL THIS DWG) NO SCALE (2) 10- OUTDOOR BASKETBALL GOALS .. -1 f #3 REBAR (1211 O.C.) . . . . . . . . . . . BACKBOARD/SUPPORT/BASKET . . . . . . . . . . . . . . . . . . . . . WITH NET(SEE DETAIL THIS DWG) 9 4 -011 (2) #5 REBARS, BOTTOM CONTINUOUS, 3 LAP 2'-2" AT SPLICES Y/ Z x /,, COMPACTED SUBGRADE x x x .......... .• .............. 11-611 R f ��COMPACTED SUBGRADE 311 ---- 0.- -.4- MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND BASKETBALL 4 11-411 11- ROLL TEST EXISTING BASE COURSE. THEN PLACE STRIPING 2.92 NEW ASPHALT SURFACE. 1 2 1 -7.5' 1011 off 15' L_ 12.0 or SIGN AND POST DETAIL 4" DIA. 8-011 �-1 2' 12'__0.J EXTERIOR STAIRS MILL AND OVERLAY PAVEMENT SECTION No Scale ,-�GALVANIZED J-1 No Scale No Scale FINISHED PIPE FORMED __�) UPRIGHT 0 12' 65' COURT SURFACE \ �-61 J WWF #4 BARS VERT. U U It R3.17' 6X6-W2.9XW2.9 @ 12 O.C. R6 R6.17' 4" DIAMETER STEEL PIPE #4 BARS LONG. CONC. FOOTING 6 "it .......... . 10.42' It O.C. @ 10 31611 31 4 3 FILLED WITH CONCRETE. BOLLARD SHALL BE 4 6" TYPE 21-B AGGREGATE BASE COURSE ANCHOR PIN VARIES '�_i 0 2 1 E" 7.5' PAVEMENT . A D 2'- 1 MAX. 6 21 6 FOURSQUARE 2'-0" DIAMETER CONC. FOOTING 3,000 PSI @ 28 DAYS 11 - /I INSTALL VAPOR•COURT -011 MIN. COMPACTED SUBGRADE BARRIER FOR INTERIOR 7.5'SIDELINE \-HOPSCOTCH (TYP., STANDARD BASKETBALL GOAL -8' SALVAGED GOALS APPLICATIONS TO EDGE OF SEE DETAIL ABOVE) A• 61f VDOT FINISHED NO SCALE PAVEMENT "44' \�/\\ \\//\\// : ::a ' . °.. \\// //\//\//\// .d :d ''�\//%//��/ NO. 21A GRADE OUTDOOR BASKETBALL COURT LAYOUT L It STONE 8 4 3.5 '.4 DENOTES GRAVEL SECTION ON PLANS NO SCALE A 4 ' .4. .4 44 Q © p TURN DOWN SLAB DETAIL -TYPICAL BASKETBALL COURT LAYOUT FIXED BOLLARD DETAIL GRAVEL ROAD SECTION No Scale No Scale No Scale No Scale ... .... .. VA.2- 90,� .,.,C_1006 ..... ....... ........... YOUR VUS.10N: ACH- FEV. D THA-OU(H OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 ,cyan D. Cichocki Lic, No. 53741 0NAL Checked By B. CICHOCKI Designed By K. ROESER prawn ay K.ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25,NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC,2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24AUG2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24,OCT.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES &DETAILS 2016 ROAD & BRIDGE STANDARDS -- - - ---------- 45. MAX. 6'-O" MAX. GRIPPING RAII SEE ROAD PLANS IFOR_ RETAINING FIR-1 L 41/2' O.C. y4" NPS PIPE PICKET WALL DETAILS. IM is= mm -MAX. 6'-O" �m 41/�-' O.C. SOLID PICKET MAX. W-0" M = mn 9M VIM us tm VM VM DI. SOLID STEEL SMOOTH VM 4 _n 5. ROUND ROD (TYP.) OR 4 I" STANDARD PIPE. max PLUG PROVIDE VDOT HR-1 GROU.-NDING ALONG EXTENTS -all 1111 111111 III I 11 111.1 I 11 11 11 Il 11 11 11 11 11 11 R ELECTRODE N RAIL bPANSION JOIt--ITS AT .... .. ANCHOR WHERE DIFFERENCE 2 L3" MAX. �_BOLTS 4" INTERVALS NOT EXCEEDING (T YP,) IN GRADE IS 30 30 FEET, POSTS 2" MIN. NPS (2�375" O.D.) SCHEDULE 80 PIPE 1/2" CAULKED EXP. INCHES OR ETAJNING WALL RAILS 2" MIN. NIPS (2.375" O.D.) SCHEDULE 40 PIPE rill MIN �CXPANSION JOINT PICKETS MIN. NP (1.05" O.D.) SCHEDULE 40 PIPE JT. GREATER. WP-2 0 PIPE 3" MAX. 811- IOR MIN. SOLID STEEL SMOOTH ROUND ROD FOR ALL BENDS FOR TEE OR WYE FITTINGS IHR-1 TYPE 11 PEDESTRIAN RAILING ANCHOR BOLTS WIDEN TRENCH TO (FOR USE ALONG SIDEWALKS AND RAMPS) CONC. SIDEWALK ACCOMMODATE SEE R.0 AD 01 A Y PLANS 2" rnin. ANCHOR IF REQUIRED, .4 OR T�;PICAL SECTIONS 4 4 _L L ANIE ASPHALT PAVE,\j­N*r WIDENING' FOR DISTANCE TO 11/?" NPS SCHEDULE 40 PIPE- CONCRETE STEPS 4' ADjACENT TRAVE POSTS 4 4 I1'/2" MIN. NPS (1.90" O.D.) SCHEDULE 60 PIPE 4 CAST IN PLACE 4� 4.. M n SIDEWALK OR SHARED GRIPPING RAIL M RAILS : II/?" MIN. NIPS (1.9D" O.D.) SCHEDULE 40 PIPE GROUNDING ELECTRODE- HR-1 TYPE I HANDRAIL 12" 4 4 (A3 DETERMINED IN FIELD) REQUIRED 21/4" min.- 4 _T (FOR USE ALONG STEPS) 3,000 PSI CONIC. ... ... .... .. . I, k Q SMOOTH ROUND ROD RAILING, ASPECTS OF FA3RICATION AND INSTALLATION )f 'O TACK C THE PROPOSPD .. ..... .. ...... . F ASPHAf LAYERS PROPOSED ASPHA: LAYERS CONC. WALL EDGE OF EXISING PAVrEMENT BEDDING AS USE P:;AT H. SOLID STEEL jO:NT T C. s ...... CONCR, E FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE 4 IENGINEER PRIOR TO INSTALLATION, SHOP DRAWINGS SHALL 4 - - - - - - - - - - - - - - - .4 45' BE DE�SIGNED BASE GRIPPING RAIL DETAIL YOUR, Vli-SION ACHIEVED TKRO� GH OURS. D ON 1 --ANCF40R BOLTS (FOR USE ALONG SIOEWALKS AND RAMPS) 8' SIGNED AND SEALED BY A PROFFFSSIONAL EN INEER, NDITIONS. Q0 MIN SOIL C6 4 HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN 4 MIN -4G SUB6ASE SED SuBBASE THE COMMONWEALTH Or' VIRGINIA. EXISrR PROPO Y) GRIPPING AIL SHALL BE INSTALLED WHEN THE SIDEWAI K OR RAMP GRADES ARE EQUAL 2� ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN U) ATER THAN 5 PERCENT. GRIPPING ACCORDANCE WITH THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. -2 #5 REBAR @ COMPACTED SUBGRAIDE TO 6 6RE - - - - - - - - - - - - - - - - - - - - - - - 4. EARTH FOUNDATION DETAIL 4 RAIL WILL BE INCIDENTAL TO THE COST OF SECTION 2 SECTION 1 TO ACH;EVE A UNIFORM COATING ON ALL SURFACES VENTIN13 AND . ..... . . ..... . ..... . ............. 4 4 (FOR USE WITH TYPE II& III RAILING THE RAILING. DRAINAGE: HOLE5 FOR GALVANIZING SHALL BE INCLUDED IN THE ........ ......... . 10" HOR -------------- SHOP DRAWINGS. . ... .... .... ... ... .. ERS SHALL BE IN ACCORDAINCE WITH ASTM A307, ... . ... > CONSTRUCTION JOINT DETAIL 3. ALL FASTENC. VOL. PIPE DEGREE BEND DIMENSIONS VOL� TEE AND PLUGS 4 4 SIZE or (FEET) CU,YD. (FEET) cu,yo, MAX. 6'-O" MAX. 6'-0" AST A56.3, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ... ... ACCORDANCE WITH AASHTO M314, GRADE 36. 4 ..... ....... ..... .......... .. - ----------- SEE ROAD PLANS 4 .... ...... ... .... ... T 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL .... .. L H /_4V2" 0 FOR RETAINING )k H 4" NPS PIPE PICKE L T T F4 4 4V8" O.C. 'SOLID PICKET WALL DETAILS. LIST MAY BC USED IN LIEU OF CAST IN PLACE NCHORS AND SHALL #5 REBAR @ 14" F BEND REMOVE EXISTING SPHALT 'AYERS TO EXISTING SUBBASE AND REPLACE PROPOSE' As�,,HALT WIDEING LA),ERS 4 GRAVEL BACKFILL I. ... ...... -1 1/2 ;NCH ""HICK ASPHAL T SURFA.CE COURSE (SEE 5) 90 2.50 2.50 3.01 0.24 BE INCLUDED IN THE SHOP DRAWINGS. .1 ..... PROPOSED INIMWvI 5� POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, .......... .. ... . VERT W/TYP HK MINIMUM '12 INCHES, OR ORE 11TER AS NECESSARY TO A 45 2,00 2.25 2.60 0.15 AS AND STEPS, 4 ......... . ..... ... .... .. d4 6. HANDRAILS BUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS 4" 6 2.00 2.25 Z50 0,15 VDOT #57 STONE ICORES 'ISE NOTC 3) 22 1/2 1,50 2.00 2.52 0,10 I 1 1/4 1.50 2.00 150 0.10 I SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. .... ....... . ... . ... . ... ...... 1/2" CAULKED EXP. 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. 90 3.66 3.16 3.21 1 0.48 -iALL BE (3ROUNDED AND EFFECTIVELY BONDED. 2.66 2,66 2.77 0.26 8. RAILINGS 511 4" PERFORATED - ;`­ - 4 + I . 4 JT. NOTES. 3,16 2.91 2.66 0.32 GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE .4 WITH ST'D. FE-6, 1.66 2.16 67 0.13 e. o I .. I.... 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU - --------- -- - -- -- -- ---- ----- d THE PAVEMENT DESION FOR APHALT EMENT WIDENING SHALL MEET OR EXCEED rHE DEPTHS AND r'(PES OF THE LAYERS OF EXISTI:NG PAVEMEIT. PAV'L. STORM SEWER 22 1/2 1.66 2.16 2,69 0.13 OF DESIGNING AND FABRICATING THE RAJLING. DOCUMENTATION FROM . .. . . ...... ... .. .... .... .. 'SIGN NCINEER. EN WIDENING SHALL HAVE A PAVEMENr N ACCORDACE WITH CURRENT VDOT PROCEDURES AND BE PPROVED BY THE E' H D P E. T I E TO 1. ASPHALT PAVEIME < , 4 S L 0 P E A s 8 E DFAINAGE OF THE AND PROPOIcED PAVFMENT SHAI 1 3E ADDRESSED IN THE PAVFMENT C-ESIGN. AN, 45 3,33 3.58 2.95 0.43 RAILWI�P ---- --- 1 4 4 A OF THREE CORES :-:1HALL BE rAK'NI LONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISriNG RER VERIFYING THAT PROJECT REQUIREMENTS ARE 4. U 90 4,83 3.83 142 1 3�83 4.00 2.83 0,52 LANSION JO 0 INTS AT---/ MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE 4 d. 4 r 'A A. L S NOT EXCEEDING :s INTE 3" MAX. -ISTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN Pu, . .. ..... sc. 4 00 ..... LAYFRS. ORES SHALL BE SPACEO ORE 5 4 PAVEM'EN c 22 1/2 2.33 2.58 2.86 0.24 183 2.33 2.84 0.18 .3 0 F ET, 4 ACCORDANCE WITH NOTE 1. .4 ADjACEN T rRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 11/2 !NCHES AND REPLACED WITH AN APHALT SURFACE COURSE TO MArc�i TFiE TO BE IN ACCORDANCE WITH THE LATEST EDITION OF POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE D c_ 10. HANDRAIL ........ T WIDENING SURFACE COURSE, UNLESS WAIVED BY THE RETAINING WALL THE VIRGINIA UNIFORM STATEWIDE, BUILDING CODE. 2" MIN. NIPS (2,375" O.D.) SCHEDULE 4D PIPE t THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES R Al L S T ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJSTED TO AC'r-IIEI/F Ali ACCEPTABLE PAVEMENT RS- E SIZE, DEAD ENDS AND AT VALVES. ... . . Dp ')OL ID STEE SMOOTH �OUND ROC ESTRIANS AND SHOULD NOT 0 PIPE 4 0 MIN. PED- 'E 'E DRAINAGE. GROUNDING L C D IN ANY LOCATION �fl F F F 4 CTIVE SURFAC WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. '4 ........ 2, USE 2500 P.S.I. CONCRETE. HR-1 TYPE III BICYCLE RAILING z 6. EX"3TING PAVEME-NT AND MARKERS WITHIN THE PROJECT LIMITS BE RESTORED SUBJECT TO THE APPROVAL OF THE 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD #5 REBAR @ 14 .......... .......... . ....... (FOR USE ALONG SHARED USE PATHS) BE USED. I5 4. THE CONSULTING ENGINEER SHALL bE RESPONSIBLE TO THE VERIFY THE TYPE SIZE OF IAL T F TIE-IN SHALL CONFOR1vt ­01 THE OF SECFION 15 Of' THE SPECIFICATIONS EXCEPT THAT ALI- JOINTS 'ANSVERSE PAVEMENT . .... .... ... .. .... ... 4 F It i - r_ SEALED AND SIGNED DRAWING IS ON FILE IN THE CENT RAL OFFICE, VDDT C0RqA SPEK,11TICATION ORIGINAL A Af TIE -IN SHALL BE TESTED USING ,o .-,:oor IN AC CE WI­-H I'HE REO: IREmENrs OF SECTION 315 OF ­FHE ALL THRUST BLOCKS. . .......... ... ... .. . 4. �4 ALBEMARLE COUNTY PUBLIC SCHOOLS 4.. 4. CD co CONCRETE THRUST BLOCKS lot; 4 A ...... ROAD AND BRIDGE STANDARDS q .4. ;74 d ICONIC. SIDEWALK METHOD OF LOCATING AND ERECTING 4" .4. NTS 238 REVISION DATE SHEET I OF 1 4 4 17 . SPORTATION .4+ .4 4 . d . . . . . . . . . : .. . q. VDOT #57 STONE FIG, W-3 504 VIRGINIA DEPARTMENT OF' 'FRAN > 7/11 601.05 4 '4 4 TD - 3 4 4 4 CONC. FOOTING I2016 ROAD & BRIDGE STANDARDS ICROZET ELEMENTARY 4 4. 4 4 . 4 4,1. 3,000 PSI CONC. SCHOOL ADDITION 4 .4 e A .4 .1. 4 A' .......... .......... ....... ........ . ....... .. . . .. ....... XVDOT ACO DRAIN .......... ...... R . ......... WIDENING .......... . . ........ . (2) #5 T&B ... . . ......... . ISHEET I Or- I REVISION DATE --------- ROAD AND BRIDGE STANDARDS FOR WIDENING SUBJECT TO TRAFFIC ...... ......... ...... ....... . . In i t- I I - K200 Galvanized steel edge rail channel system J11ILt4l KlassikDrain -------- .......... 315 . ........ . I.......... ......... .......... ....... ... . ............. . VIRGINIA DEPARTMENT OF TRANSPORTATION ------ . ... ..... 1: t. COMPACTED SUBGRADE Adsompuff I 03.02 showing channel ID number One meter channel Inside view of channel ASTM D-698 95% ............ I ......... .............. ........... . .. .. and knockout if applicable (every 5th channel) . ................................... ....................... . ........... .... ......... ..................... . .......... ........... . ..... ............................. .......................... . . ......... ........ ............................... ........ ................... ... ....... ....... . ....... ...... ........................... 1­ ...... ........................ . . ........ ............ ................. ....................... .. ... ............................................................... ..... .................. ............ .............. .... ... .... .. . ........... ............... .......................................... ........... ............. .. ................. .... ............. .. :. 1407 Crozet Avenue, Crozet, VA 22932 ............. ........ .............................. ............... .......... ......... ....................................... .... ................. ..... .......................................................... ........... ........... . ........................ .................... ..... . ............. . ... ................................... ................... . ............. ........... ............. ............... ..... ............ ....................... .............. . . ......... ............ ... ................ . . ............ .......... . . ... ... ................ .......... . ......... I ............ ............ .......... . ... .. . .... ........ .... ..... .. ................................ .. ...... ............... ................. .... . .. ................................ ................. ............... .................. ........ .. . .... .... .................................. . .... . ........... gown"-'.' ... Half meter channel COMPACTION ........................... .... ............................... ............................... ................ . .... ............................... ..... ........... .................. ............. ....... . . .................. .......... .................. . ...... .................... . .... ..... .. ... . . .... ------ ............ .................................... . .............. .......... ... ... .... . . .... . _` . ................ . ............ ...... ... ............................ .................. ........ .. ....... ...... .... ...... ... . ........... ..... ..................................... ... .............. .. ........ ....... . ............... . ..... ................ ...... ........ ...... ......... ....... ........... ............ .. ............. . . ..... .. ........... ............................... X` ............... ........... ............................... ..................................... ..... ................. .. ......... . ........ . ....... . .............. ......... 'ji, (1 D-- 75041 75028. .............. 19.69'! (0,5 meter) K2-00 N6utral ch.titiftel - 39.3 M 7,87 200 88,6 K2-28 Slop �d chzMiiel 13.89 340 113.3 .............. ....... ................. ........... - ------ ............... . . ...... ....... ....... ........................ ......................................... ........... . ... ...... ........... ... ...... ............ 3 ':'V, ................... ................... .... .... ............. ..................... ........ ...... ....... .... ....................................... . . .. ............................ ................ ...................... ....... ............ ... ........ ........... ... ............. .... if .............. STRUCTURAL DESIGN OF 9 VDOE Pro ect Number 002-34-00-101 ...................................... 75002 8 ........ .............. .. ..... K222SI oedchannek3 .37(1m) .27 210 75030 ...................... ..... .................... 84.7 K2 3I0 S]Qp** hanwt 1178 350 :115.5 : ... : ...... :++:.: ....... :: ... .1.1 �.­....,.,..... � .......... ­ ... .. ... qu c ............ ......... ........ ................ ............ .... ..... ...... . ..................... .......... ................ ..... ...... . ......................................... ...................... ...... ..... ......... .............. --- ...... . ........ ...... ...... .. .................. ... .... ............... ..... ...................................................... ............. .......................... ........................ ............... .................... ........ 39, 79 ............................ .... .. ............ .. ................... ........................... .... ........... ..................... 10.83 (275min) ........... ............... ................. .............. ........ ............... CONCRETE WALL IS BY FOX + ... ...; ......................... . . .............. ....... . .. ...... .............. ............................... .... .. ............ . ............ ........... VMDO Project Number ........... 1284 K 7500.4 . 24 Sloped channel, 89.37 (I rn) 8,66 220 86.9 K2-0303 NeWal channe[- 19m 75048 1378. 850 .68.0 .......... ... ... .. .... .. 12,80" (325i �, V, :::: A ....................... ............. ........ ....... ..... .............. ................ ....................... ........ ................. ........... I I I .9.,+8 . ...... .......... .. ...... ........... ........... ........... ........... afffe. ........ ..... ........... .. ............................ .. ... ........... ..... ......... . .............................. .......................... . ..... +.- ........ .. . .......... ..... ............... ASSOCIATES. CONTRACTOR .......... ... ........... 1436" (375ffim\ :+,: ................. +.................. . ....... ................. . .. .......... ......... . ... ................. ............................. -75006 J -AND - 39.37'(1 meter) 75032 9.92" (252mm) K26 �d chatmd - 39 3 7" R (n) MI3 80 89A K2-32 Slo0d diamel- 39.37'(1m) SHALL SUBMIT SHOP DRAWINGS 16.73" (425mm) ..... . ............ ....... 14J7 1173 ............... .................. ...... ... ...... .......................... I .......... ................ ........... .. ............ ............ ................ ................ .... .......... ... ......... . ........... ... ........... . ....... 11 .0 c Mi " ""' -, -, " '"' ::� ........ ......... - , I - : . . ... .... I ... ......... 93 N -.25165- ........ .......... .. . ....... ................... ........ ....................... .......... L 17,87" (200min) ...... .... . ........... K2�8 Slo�ed:ch nhel - .3.9-:37" (Iff I) 75008 :9.45 240 9.13 Q�34 31 'd .......... TO CIVIL AND STRUCTURAL ........ ....... we charlm 1457 . . ... 370 119�9 ........... . ....... .................. ........ ...................................... ........... .................................. ......................... ............... .................................................................. . ................................................................. ......... ........ .. .... ................... * .......... ....... .................... ......... ................... 7.87" (200mm) .5 K ................................................... :7. 0; ............. ............ ......... .... r1r . .......... 18.86 (225nim) ENGINEERS FOR APPROVAL ............................ ............................ ..... ......... .......... ...... .... ..... ..... . ................. .................... ............... ................ .......... GRASSPAVE2 Firelane Detail ......... 1-39-37"Url)- 75010 75036 to SIOped:0' 9,84 25G 93.5 K2-36 Sloped ch, 39 37* (1m) 14.96 380 122.1 53 -nni) ... ......... .. ................... ........ *",.,.,.,.,.,.,.,.,.,.,.,.....�""".'.""""'+� ........................... ......... ......... ................... ... ... . ... . ..... .... .. . ........ ......... 116,73" (425mm) .............................. ............... ......................................... ............... ....................... ........................ ........................ :N PRIOR TO CONSTRUCTION. .5" (400i .............. . ................. ...... .................... ........................ .............................. ........ ..... ... ........... ...... ........ .............. .................................... ........... ................... ...................... ................... %.+.. . ....................... .... ............... I . .......... 01VA 1. Use this detail for delineating a Grasspave2 firelane (0.5rb�, 75044 9.84 39 --------- K2-0103.Neutrat charinel - 19.69 .250 56,0 75038 390 1243 ........... ... ... ........................... .............. K2�38%0dchamek: 37GIrd .............. ........ ... .... ................ .................. ............ . ................... ...... .......................................... ..... . ................................. .................................... ............. ............... ... . ..... .................................................. ....................... . ............ .......................... .. .... ....... . .... ....... ...... .......................... .................. .. ........ ....... ........ :::::::. .................... . . ....... . ................. ..................... ........ ....... ... .. .. ...+....... .. .. .......... . ...... ... ........... ........ ................... ...... ..................... ... .... 21 :K i� 6,30" (160m 10,24" (260rrif :N-+3, ........... ...... ......... .......... All. ........... ............................. ..... ..... ........ . ........ ......... ..... ....... ..................... . ...................... ... . .................... ------ arin 1-39.37"(1m) -15040 1-575 400 126.5 2,68" (68mm) ... Q-12:81aped ch, e� 750,12 10.24 260 953 K2-40 S 16ped dannel - ................................................................. . ............... ...................... ............... ............... ..................................... ....... ............... ........... ........... . ................... ... ......... ....... ........ ............ . . .. .... .......................................... ....... .............. .......... .............................. ....... ...................... ................ ......... .................... ..... .. ..... .................................................... . ot GRASSPAVE2 FIRELANE ......... ................................. .... ............................ ........... .......... ...... .. .. .. .... .. ........ -.+.-.-.-.-..-.-.�.-.-.-.-.-�.--.--.-----..-.-�-.-.�-.%-.-.-.-.-.-.-.-.-.-.-.......................-.-.-.-.-.-. 1'3+'""""""+""""""", , . ............. ...... Idt 11 : �:: 5. - 2, ............ KZ.',.0'4.0 ryan D. Cichocki GRASSPAVE?_ FIRELANE . ... ................... :.: . . .................... . ............ 9. . ................... ...... ...................... .. ...... ..... ­ ptra.t _..? .. Y. . . ............................ ............ ......... ............ --- M .................. � :++ 5 -0 '' �: 4 . .................. .............. ........... ... t ... . .......................... .............. ... ................. ............................. +....................'.'.'.'.'.'.'.......................................... .................... .. ......... .................................. .. ......... 1<2� NeLdr-W.0annel - 19.69' ... ............. .................... ......... Knock -outs included on every 5th channel B \-A J 4. Slboed &annel - 3937 (I rrj) 150,14 270 97.9 K2-040 5rhP' '75050 15,75 400 77.0 ................................. .......................... ........................ .. ...................... ........ ................ ................... ........................................... ........... .... ..... ... .. ... ..... . ZS 93 ........... . ........... ................ "M ...................................... ............ Q`43:::: 5+:�����������������;99'i'u..:i:i:� .............. ..... .... ...... .......... ... Lie. No. 63741 .................................... . .... .. ............. ..... ....... ............. ............ ..................... .. ... ... ............ ....... . ........... ................. ...... . ...... ............. . ... ........... ......... ...... ............. .......................................... ...... ............................ . ............................... ............................ ......... ...... . 3,733 948A 91.0 75016 280 -621G catch basin - 19.69 I........................ ... :K2-16 Sloped chwnel �3.9.37':(Im) 100.1 K2 94620 PRECAST CONCRETE .. .... ............................ A ........ ............. ................... .......... e STRAPPINGTAPE. . . . ...... ...................... . ...... ........... ........... ....... . ......... ....................... CONTAINS ErrFIER \-A 2 ..... ... ... .......................... ........ 9: . .... .. GRAVEL, NON-S�IRINK OR BRICK PAVER ........ T K2-18 Slo ­d channel - 39.37(1m) 75 1$ J 1.41 90 102 3 K2*spri'-,8 6w Optional plastJc fiser 95902 10,0 �pe .0 MORTAR, CONCRU E .................... ............................... ........................ ................... ....... ................. ..................... ......................... ....................... ............. ................... Type 902G In -line catch basin ......................... ........ ........................... ............... ......................... . . .......... ............. ........ .. ............... ... . ..... ................... ......... ... -.9 0� .......................... LTC. .......... ................ .... . .......................... ...... ... . . ................. ............ ..... ­:: ...... . ........... ........... ............................ .............. ......................... 19.69'(500mrn) 9.92' (252mm) 22.671(576mrn) 7.. 7' (20 m 750 NAL Total capacibj K2-20 Sbped. channel.-39 37(�mY.'., -1131 300 104.5 Universal end cap 96821 15:71 399 1.4 6-8" ROUNDED COBFLES .......... ....... . .................. .......... ....................... ................. :::.*::.,:+, ....... ... ............. ... ..... ....... ........ ... 3.9 ....... ...... ... ...... .. . . . ........... ....... ....... . .............. .................... ...... . ........................... ... ........................... ................................I ....... ........ .. ...... ou 11:0 .............. ..................... 19 gallons CAST IN PLACE CONCRETE RETAINING WALL DETAIL (MAX HEIGHT 316 ........................................ ................................... ...... . . .... 19.696 (0.5mp 750 11.81 3 :64 0 K2AwA lbkii device 97478 ........ ....... . .. E ........... trtra c an FLUS4 MOUNTED SOIL ......... .... 2.8 ..... "::: ..................... ............................ . . ................ . ................................... .... . ... . ... .. ...... ...... .............. ........... ......... ........ ......... .......... ........... z ......... ................... .......................... ...... ----- - - ......... K2�2- ............................... .... ...... .. ---- --------- MARKER IN[TH ... . . . . . . .......................................................... ...... ....... ...... .................... No Scale INTEGRATED OR ...... ....................... ............. �K2w22 Sloped channel - 3937":(Irn) 12,20 110: 1067 K2-Qu;dL0k lodir bar 75022 10457 REMOVABLE ANCHORS .. ........ .................................... ........... ............................ ....................... ............ ............. ...................... I.. .. ....... . ..... (BY OTHERS) ......... ...... .................. ......... .................... .................... ....................................... ................. ...... ........................ ...... ... --- . ............ ........... ............. . .. . ............... .. .... ...... ........ . ............................... ....... ...... ...... E 75024 12;60 -24.� Sloped channel: 320 108.9 ... ........ ------- .... ....................... ..... .......... ........... ......... 0 ............. ........ .............. . ... .... .... .............. ................................................ .......... ...... ............ .............. ............... .. . .... .. ................................ ........................... ... ...... . ..... ............. .... ........... .... . .. ... . 11 -.i.7 .............. ....... 2� Checked By ............ B. CICHOCKI .............. �75026 �2-26: $joped chaflnek 39, 37" Qfv) 12�99 330 1111 ..................................................................... ............. ........... ­­ ------ ........ .... ............. ................... ........... . . ....... .................................... ... .. ..... . ....... ........... *­ ­ - ------ ........ ­.....................:.: ............. ........... ............ ....... ............. ............... .......... ............ QU ........ ......................... ... ... ........... I ........... ............ ........... ............ .................... ....................... . ....... ........... ------------------- Designed By K. ROESER ... ....... ..... ...... Notes: 1GRASSPAVE22' FIREtANE _-COMPAM ED SANDY - ------- --------- --GRASSPAVE2 FiRELANE -s a bottom knockout feature; 4" & 6'roufid GPAVEL ROADSASE -1 - t . This channet offei 21f R ......... 2. Iriverts shown are for the male end; for feffiale irrier'depth subttact 5mrn (�0.2`) from the male invert (except for fieutrl chafiflels,,M,�-_(e will be sarne as fflale invert). To calculate the oera)l channel depth add 25w (=I .0") to invetl depth. Drawn By End Cap 2 .5 CONIC CURB AND GUTTER CLASS 3A K. ROESER (f'c=3,000 PSI) CONCRETE 3. This catch basin kit indudes a polymer concrete top, removable Quid.1ok locking bar, trash bucket and plasfic base. Selectan appropriate grate. 0 4. This catch basin kit includes a polyrner coticretp, top, removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base. Sel:.,ct an appropriate gate. Outlet flow rates .......... ........ . ...... ..... .................... . .. . . .... ....... ater absorption 0.07% ca�tin by the: manufacturer.to ens.ure maximum Note. Thesprp thp �pe flow 31 .. . ....... .. 1K ............................ ...... .... .................... ............. ........................ ......... .. ... ................ . .... 4 ........ ............... rates at the sp-ecified outlet, ............... NOT chawid flo rates.'Catch Frost proof YES hornogeneity between polyiner coacrete body and .... ..... ----------- .......... ........... sifi flow rai s are viftut Bell ond GO ral alt proof YES edgge rail. Each edge rail shalt be at least 3/3?' ............... outlet - K2-00 4" round T.87 . ................. ........ to fit X ......... ....... ....... ....... ................. ......... ... ............ 11 ill R ................ . a .................... ... trash bucke, - using trash add afid alkali re*sisWrft YES (2,'�fu 3 M s flow. 'T �UffacedraimgesyMem shali 66 A�C bucket reduce he. ... .. Wor 6'Sch, Bottom outlet X2-00 6 round pi D 40 pipe s rnanbfkttkIad.b� AGO In. or approved . ............. . . . .. I he tio h �h It bb Gratos B 7.87" 344 0.77 7 ........ r . ......... ...... 4 c ...... ......... ........ .0verA width Of 1.0.24" (260r.hu,i). Pre�n.st units shallbe specifie.d. See seprate ACO Spec GROUNDCOVER End outlet - K2""'00 4" rGLInd 7,87" 132 O�29 .................... 51011. bebanwfntured VAb iivert lope of IrIfo'grate. sheet fdf de.Uls. After reftIOVA Of gfates . ... ....... ......................... ............ ...... . . . ...... .. 'at 6t .:' � E! tr . .............. .. ..... 4 ............. . ... ....... 1,25'(32utrti) ........ ... ....... ................. ...... ............ RAISED CONCREE ....... . I� ... ... . K2-1 0 ore a round of:at least 0-50,� 03mm). Enh unit Ilfcat a CURB, HEIGHT End outlet D 9�84 320 0,71 . ..... . ncess to the trenh to:aid maiaten nce, ................ . .......... .... The trench sy�tem bodies,shall be manufactured I K2 0 ": T:: : ' .02i::�:: ::::: 0`45-.:: f E 0,.5% 6r with ral inveft and hav thickne�� and �QuickLbk',ba them shll b� unin ruo :Ma t erials di . ..... .... ................... 9 from P91ye3te polyrner coricrete. the mininum Oarti4ln 41he treith bottorri.and a tb r VARIES E. at shalt have Inst0ation A E Type K2-902G 4" round 25.33 263 0.59 properties as follows: fernale interconecting wd:pro le.�Urks 'El I FEHI I F -1 . .......... ............... ............... ............... horizo al cbst n arichoring keys.on a The trench drain be installed in '29 Q at ,tp outside ....... ....... ........ Wku compressive strength: :14 000 psi wall to ensure maximum mechanical b.ardto.the accordnce withbe installa i0it Ir, Type K2-902G 4" round 2 .................. ............................ ........... ............... ... -trudons and recommwidations� . ....... . 3.76" 254....,.0.57 ........... Flexurat strength: 4,000 Psi ..... .... .............. The galvanized steel ede rail will be integral1y+ ....... ...... junding b ddir3g r ate jal and p� nt surface, ins T 6.. d 4" MIN. ------- COMPAUED SANDY ................... FLUSH CONCRETE ......... GRAVEL ROA-08ASE CURB Type K2-902G 4" round 23.91" 255 0.57 ....................... ........ . .. ....... . ........... pe ................ I ...... ............... .... .. K 6 round 24.68" 570 1.27 ..... L ...... I...... ... ........... ..... . ........... . ...................... R-.* ... * ..... ........ ACO, Inc. -011 :2 T.... ...... .... .. ­4 - .................... 7 2 .. ..... ... ..... .. .... . Northeast Sales Office West Sales Office Southeast Sales Office Electronic Contact: 6 SPEC m Type K2-qb2"G+ 6" round 31.82" 658 1.47 FIREIANE ....... infoOACODrain.us k, 9470 Piriecorie Drive 825 W. Beechcraft. St. 4211 Pleasatit Road CONTINUE 21B STONE . .... .... .... ... .. ........... .... .... .... .... .... .... GRASSPAVE? FIREI-ANE 66: z T 4. j +::: N K Q.2' .............. ....:yp ..... . - .:.:.: .:.:. . - - M* ... ...... . ..... I .. ............... .... ... Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, Sc 29708 o Type K2-902G 6" round 31.26" 651 1.45 COMPACTED Toll free: (800) 543-4764 Tel: (440) 639-7230 Tel: (520) 421-9998 BASE FROM ADJACENT T K-2-902-GI ............ . ............. Fax: (803) 802-1063 SURFACE MOUNTED :: ....... Tb1I free: (800) 543-47611 Toll Free, (888) 490-955-2 PAVEMENT SECTION LANDSCAPE -902 30. . 32" 640 1,43 Fax, (440) 639-7235 Fw (520) 421-9899 BUILDING Q Type K2 G UPLIGii,r ype* ................ 25� UNDER CURB S-fREET IR . ....... Aptil 2018 ACO, 1p.(;. bis i� bi�lievpd LU b,-. acf.ttrakl bA guanoteud to beso. Via a�sUrfte IiabilitY fw le�Ots that b(�ier obtaiiis yvith our poduct ..... ..... I288 BOLLARD/UGHT s 0.64 W� n se. ArO, Inc. IIType K2-902G 4" round-- ............ rce cwdiftorts (if u�e are Vic control a, the compary. 11, Is the cutumcr'5 to sombiii,ty and safetj of pm,dixt f w; u L FIXFURE resems �ie eighto cinnge 9iq product and sp?cika�uns flouce, IApril 2018 IApril 2018 FIRELME VDOT STANDARD CG-7 CURB & GUTTER ACO DRAIN TED SANDY ---------- F I R E UN E E D (5 E - - -- ------------- lip 1 ---- COMPAC ACO DRAIN No Scale 'rREATMEN ]'AREAS GRAVEL ROADBASE KlassikDrain - KS100 Stainless steel edge rail channel system April 20.15 Page 6H-53 One meter+ channelp::­ ... . ... .. .. .. ... . NOTE: ...... THS DETAIL 13 SCHEMATIC IN RATURE. DESIGNER _`44ALL -SPECIFY SPA(.'ING AND DESIGN OF EDGE TRENI'MENTS. SPACING kMILL VARY WIT 11 TURF TYPE, SLOPE, FIRE DEPARTMM-r REQUIREMENTS, ETC. . .. . ....... . .. . ......... . ........ �r..r .. ............ ....... . . ....................... : ...... .......... ............ ............. . ............ . ...... ............ .. ..... .... ...... ...... .... ...... ...................... . ........ ... ......... .... .. . ... . ... .. .. .............. ....................................... ----- .... .. ....... .. . ....... .... . ....... .......... ..... ...... .............. .............. ...... ................. ...... . ..... ............. .................................................................. ........ ......... .............................. ... .............. .. ........ ........ ...... ......... ......... .... ....................... ......... ...... ...... ......... . . . .. .... ..... ............. ....... ..... .... . ......... ... ...... "t ............ Lane Closure on a Two -Lane Roadway USing Flaggers .................................... .. ................... . .................... ..... .......................... ....................................... ............ . ** ........ .......................... Half meter channel ... ......... ........................ .......... ........... ... .......................... ........... ............. . ........................ ..... ............ ............... .............. ...... ...... ....... ...... ... . ...... .................. .................... ...... .................................................. ........ . ... ..... ... . . ................... ............... ........ .... ..... . .................................. ......................................... . ....... . .................. .......... .. ..... . .. .. ..................... ........... ............. . ................. ....... ..... .. . . ............. . . ........ ......... : ..... ... .......... ....... . -e TTC-23.1) ............. . .................. .... .... .... ... . . ....... ........ ........ (Figut .... . ................. ---- -- --- NOT TO SCALE (500mrn) ------------------------- KSI-00 Neutral channel - 39.37" (1m)1) 74441 3.94 100 28.1 KSI-28 Sloped channel - 39-37" (1m) 74428 9.45 240 49.8 ......................................... ............ ............... ...... I ....... ......... ...... ................ ...... ........ ..................... * ......... ........................................ .................. ............. ........ . ............ .... ..... . ........... ............. ............ .... ... ..... ........ . ............... ........................... .... .. ....... ... .. ... . ....... .......... .... ..... . ....... 4- q. ................. I ..................... .... . ........... . ......... ........ ..... . ........ ............ ..... ... ..... ...... .0p ---- -------------------- 1, d" fi: �9 +p+....._z_0 1: + __ U 1 ......... .................. ......... ............................................ KSI-2 Sloped channe! - 39,37'(Irri) 74402 433 110 28,9 KSI-30 Sloped channel - 39.37'(1rn)T, 74430 9,84 250 51A .. ................... ........ ......... ........ ............. ....... ....... ........ ............ ................. ............ ...... ... .......... . .. . . ........ ...... .. . .... .. 3.9 7.�.++:(!,�ffi)�P.+.��,..,..,...�7 19 4 . ..... .... ........ ......... ................................................ ......... .................................. ............................. I 0F1 112 ....................... r .......... ........ ...................... ........ 4.72 120 30,5 KS!-=3 Neutral chamet - 19.69" (0.5mp 74448 9.84 250 24.0 .................................................................. KS 1-4 Sloped chaflnel - 39,37' (I f ii) 74404 0 70nim) . ...... ........ ..................... ........... .................... . ....................... ..... ... .......... ........... ........ ........................ ....... ................. ................... .............. ..................... ..................................................... .................................................. ................ ............... iKs. ......... ----- - - 7. 5: . ... .... . ....... .............. .. .......... ...................................................... ..................... ...... ... ..... . ....... .................. ............. ... . . ........ ............................................................. ..................... ............. ............ KS I-6 Sloped channel - 39.37" (1 74406 5.12 130 32.1 KSI-32 Sloped channel - 39,37" (1m) 7443 "'PAVE2 V .......... . . ... ....... .......... .......... .. ^RA rlft . ........... .................................... .......... 2 10.24 260 53.0 .............................................. ......... ............... ............................................................ ........... . ............... . ..... . ........ ............ ........ ............ ............ ........ ............. 4 .......... ... ............. ST Ru c T u ki 8 .... ...... ......... . . ....................................................................................................................... ISSUES AND REVISIONS 74408 5.51 KS 1-8 Sloped channel - 39.374 (I a)) 140 333 KSI-34 Sloped chatinel - 39.37'(Irri) 74434 10.63 270 54.6 ................ ................................................... ........... . ................................... ...................... ............................... ................................... ............................................. ............................... ........................................... . ........ ........................... ............ .......... . . . ..... + .. .................. ............. .............. ............................ ............. ..... ... ........... ....... REINFORCED TURF DETAIL .... ... ........................... ....... ......... ... ...... ....... ...... ................................................ ............. .................... ...... ...... NO, SUBMITTAL DATE .. ............... ........... .......... .. .... KSI-10 Sloped channel - 39.37" (ImP 74410 5.91 150 353 KSI-36 Sloped channel - 39.37'(Irn) 74436 11,02 280 56.2 . ....... ..... .................... ............... No Scale ..... . ....... .. .......... .......... .. ........ ................... . 4 ................. 1.0 Neuu;m 0 aflneli,. I........... 1 FINAL SITE PLAN & WPO PLAN SUBMISSION ........ 10,AUG.2020 ............. ............. KSI-0103 Neutral channel - 19.69" (0.5mp 74444 5.91 7' Kgl-38 SIoped channel - 39.37" (1m) 74438 11A ............... .. ... . ..................................... ......... ............. ........ . ........................... .0 ................ 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 ...... .................................... ............... ... ...... ....... .................... . . ..... ..................... ...... ............ M.39.: -' 4 �I: K. 1 �3 - "b :..39 5:7�� 2 A .. 4 Knock -outs included on every 5th channel 4 .......................................... ............................ ...... ....... .................... .............. KS I -1 2 Sloped channel - 39.3 7" Q m) 74412 6.30 160 36,9 KS1 3 WPO PLAN RESUBMISSION #1 02.DEC,2020 ........ ........... ....... . ... ............ ..... 20-2 (V) 74440 11.81 300 AO Sloped channel - 39.37* (I . .......... ........ ........ ................ .......................... ..... ... ... .. . ... . ......................................... .......... .. ........... . .. .......... ......................... ............. 5,� 7 4 ............ ............... ............... ............................ .... .............. ....... * ......... :N ..... .......... ..I::, ........... 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB,2021 ............ ... .......... ........................... ........................... . ........... .................... .................... ....... . ............... 4'SCH4Q kIjQCR-oUt A ................... ....... . 74450 11.81 300 27.5 L KS1 -1 4 Sloped channel - 39,37" (I rd 74414 0,69 170 38.5 KSI-W3 Neutral channel - 19.69" (0.5m)-1 .... .......... . X ...... ........... 6: ........................... ........... ....... ....... 6" Owl knrxk-c)vtB . . ....... ................................... ....... .... ................................ K S- 17'9.U. 1 W .. .... ................... ....... 5 SIGNATURE SET .:.K 5 . '' 500 + pe K901S In -line catch basin .................. .... ..... ... Ty .............. 18.MAR.2021 .................................................................................... . .......... .. .................. .. ............. ................................... 94618 28.8 -16 Sloped ripel - 39,37!'(Iin) 4 7.09 180 40A KS 1-621 S catch ba* - 19.69" (0.5mill KS1 74 16 .................... .................................. ........ ................ .......... .. ............... .. + ............................................... . . .................... ....................... ...... ....... .................. . ... ..... 6 WPO AMENDMENT #1 28.MAY.2021 . ............. ..................................................................... ...................... ......... K V. 417. ---------- ................................. ......... ....... ............... ......... ................... ............................... .......................................... .................... ............ ........ . .... . ......... KSI-18 Sloped channet-39.37(1m) 74418 7,48 190 41.7 Series 600 Optimal plasbc riser 7 WPO AMENDMENT #2 24,AUG.2022 99902 .......... %...�................'.'�'.'.'.'.'.'.'.-..'.-.'.'.'.'.'.'.'..........-.�....-�-.-.-.-.-.-.-.-.+...............- .. ...................................... ... ............................ ........................... ....... ............... ............. ....... ......... . ....... . ............ . ... ................ ............... ........ ... . .... .... ..................... ..... ...... ......... .-tra QQ 3gle 854 ........... ..... . _1 , 9 ii� - 2., --,, 1 : ................... .......... 4 ...... ­"""' .0 ------ ... . ..... .... . 41 ...... 5� ........... .............. . .............. ......... ......... ... .................. ::: ................. . ....... .... .......... . ....... . 8 MINOR SITE PLAN AMENDMENT #1 24,AUG.2022 ...... ... .... KSI-20 Skuped chafifiel - 39,37" (I ff)13) 200 43.4 KSI-304,6 61det Cap 96844 9.84 25 50'- 100 0 5.2 ........... ............ ....... .. ................... .... . ............. ... ........ ............. ........... .......... ................ ..... ...... . .... .. .. .............. . .......... . ......... .. .... . ...... 84 . ......... ......... . ................... . ..... . . ..... ...... . .............. . ........... . .... ... N011VIS aAD9Vii ....... . ..... 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T,2022 +:.:.:++:.::.:.: .......... ......... ............ . .... 7 I 0* :. ....................................... ......... ... ........................ . ............... ................ . . ........... ---- ----- -------- ....... ....... KSI-0203 Neutral channel - 19.6!Y'(0.5mfD 74446 7.87 200 20,5 KS 14104-6 6' Inlet Cap 96846 11.81 300 6.0 ........... .... ........... ...................... ........................................... ....... ..... ..................... ....... ........... ............. .................. ............. ...... ... ....... �.K ......... . . .1. .: 3 : � .............. I'S . . rU 0 :' .. ............................... .... . .............................. ................ . ........ X ... .... 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 ...................... . ................ TIE ... SEE NO 4 ...... ........ ................. ..................................... ............ KSI-22 Sloped channel - 39,37" (I m) 7 210 45�O Universal end cap 96822 11.81 300 0.4 ........................ ................ .................... ...................... ..... ......... .. .+1 ...... ..... ........ ............. .............. ............. ..... . ..... DIRECTION OF FLOW .. ........... . . ... . . . ....... .... . . ....... . .. ............. .......... ........... .. . ... .......... ... ..... ...................... ....................... ...... ....... ... . ............................ ............ ............... ....... .......... FROM PATH n KSI-24 Sloped Chafifiel - 39,37'(h 220 46.6 4'Oval to 6'round oudet adapter 95140 .............. ............... ........... ................. ......... .............. .4 .. ......... ........ .... ...... . ...... ............. ............ ....... . ...... .... . K 2 74426 -I[ tod 31- 6 Sloped chaflnel - 39.37" (11n) 9.06 230 48.2 G. ate remow 01318 ........... ............................. . ............. ......... .............. ..... ................ ............................ ......... . ................. ..... ........... ........... . ....... ......... +. ....... ........ ................. 80t, 12W ...................... DIRECTION .............. ............ ........ Total capacity 10.49 gallons. --- . ............. PONDING AREA ...... ............ ..... 'OF FLOW W�� Notes., .. ............. . --- ------------ .......... FROM PATH 2, Inverts shon are for the fnale end; for fernale invert depth subtract 5inrri (4.2") frorn the fnale iiiwrt (ucept for neutral chanfiels, where it Wil be ame as rnale invert), A 1, This chanriel offers a bottam knockout feature-, 4'round/6" oval, ......... .... Outlet flow rates 6 oval Inlet cap .......... .. .... End Cap ...................... ............. .................. ....................... ....................... .... .. ............... KI-304-6 .. ...... .. npth add 20mm (4.8") to inve depth, b calculate qie overall chaflnel de rt ................. ............. .... .. ............... ............. ......................... 10.64` (270rnm) 3. This catch bzr3in kit ificludes a pdyrrjer concrete top, reiflovable, Qdcklok lockirig bar, trash bucket and pIastic baw. Select an appropriate grate. SHADOW VEHICLE ... ........... ------ .......... 2 c ........... REQUIRED .......... ... ................... ........... ........ ..................... ....... 4. This catch basin kit includes a polymer confrete top, removable Quicklok locking bar, deep trash bucket, plastic riser and plastic base, Select an app(opriate grate, ----------- . . ...... ............... ...... . ........... .... ........ .. ....... PONDING A Bottom outlet - K300 4' round 3,94" 108 0.24 ........................... ...... ........ .............. ........ ....... .... vUer abso ption 0,07% KI-404-6 ISEE NOTE 4 ..................... Bottom outlet - KSOO 6" oval I=- B cast i6 bY Ule to ensummannurn ..................... AREA .. 84 12.61" (320nw) ............. . ............ .... ........ .... ........... YES n Iynier.c.onue .ady.pnd 3.94" 177 0,39 1: rost prQdf 18 ....... ............. wogeni�h bety�eefl po e ++-_.,-_, ....... +`.... t lea ... ....... . .......... ........... salt proof YES Eh edanil stiali be, st 3/32" .......... ...................... ... ............. .... ....... ........... . ........ Getierat 2�5m �thick. .. .. .. I ip, �kjrfa e dr' hi ge v5ten�fid. be AGO. in 501-100, 1 Iz=I I r__I I I_ -I I F=I I C E.rd­0U.tIe.t,,-,K..S2.0. ....... .... . . 4." round 0.29 Difute acidand alkali msiaiant YES ....... ...... . .......... .... ...... . ................ M ........................... U. ......... .. u ............. .......... V11.0 9, ................. ................... n (100 ,M) FLAGGER STATION 1.01 D KSI-308-6 6 outlet cap 9,84" 233 0,52 -I he nominal clear openip.g shallbe 4 n Grates by AC I............... .... .................... ......... ............ Iof 5.12".(130mrb). Pre-castijfRs Grates sheillbe specified. �epneparateACO�Spec I.. . ...... 'th.overall width. ..................... SEE NOTE 2 NO. 57 STONE ...................... .... ................. ........... 1. 4 .............. .......... Produch ........... shibllberbbfluf ct dwith:eithuaninvertsW bet8 -det i1s. Aftf rem. vd of grates a ure WIDTH= 1' -901S 4 round 19,30" 226 0,50 gebte; a F Type KS1 MARAFI 14ON NOTES DETAILS ...... ... a un n pte + i terru* d ... .... B 0 ne er e �c ar ere shall be. . .................. ........ . 0.5% r with. utraI jriv t �nd 041,thickne.5-s and 'Q(i kLok'b h SEE Mated is .... ...... ........................ JQ: '�d rfi iftte�an e, DEPTH 1.5' SURROUNDING ........ ................... 0 atfp_�ist 0,50" (I 3mrri).- E �h unit)h 11 �.Ue5s t ie �a El NOTE1 -901S -s!ih 11 bf� FILTER FABRIC H triench �ipterrj bodie a from plyes*t�r ....... ... ........ Ty.p.e..K.S.1 ... ...... ......... .. . . 4 round 25.30" 263 b.'59 ............ ............ al (adid in the. trekh. bottorn and fti�le to ... .................. ... . . . .... PONDING AREA :2 WIDTH 2' O" um W20-7 OR EQUIVALENT ............... ....... e. interwonec i6g: end. p�06, . ...... * .1. 6" Oval outlet cap .. ....... ...... ........ propu 6" round 25,85" 586 1.30 r ysteff Shall., b6n.stall0dja h aQ+w(0dce w[u) =Urerrs iw�wlat'arl . ... .. KI-308-6 horizontal castha chori I th utid.e. The trench drain. s wall.to enswe munium Imd. to t. 0 D Coff ipressi+ve �hngih: 14,00.0, psi .... .......................... ................. SEE ......... ............ . ........ 4" round 19,36" 227 0,51 ..... ............. ... i d . ....... SEE SITE PLAN L Type KS 1-901 S ...... . .., ...... 10. 64" (2 7 Of nm) rr.bund ng.be. d ng m and pavem�nt:surf ace, NOTE. 1 ....... . ....... Flexurakrength: 4 000'psi .................... ............. ........... ............. ..... ............. ........... . ..... ............ ...... ....... ......... ...... ....... ..... ....... ......... ..9 .......... ................ N Type KSI-901S 6 round 19,9911 505 1 12 1 .. ............... .z f. i , The: tairflm st el, iad e rail ill be btegrally VV-3-4 FOR LENGTH SECTION A -A ............... .. .................... ............... .......... -408-6 ..................... ....... ...... p :::..: . KI ..... ........ . ....... .......... ........ . ..... SEE NOTE 9 c ... .............. ..... ........... I........ ....... .............. . SEE .. . ....... . P Type KSI-901S 6 round 26.431, 593 1.32 E i P 0. R TT 12-61"(320min) ............ 6 ...................... ....................... ACO Polymer Products, Inc. ............. e KSI-901s 4" round 20,68" 235 0.52 Follow us on R Northeast Sales Office West Sles Office Southeast Sales Office ....... T�p 4211 Pleasant Road . ................ OTEI ........... SPEC ........... 9470 Pinecone Drive 825 W. Beechcraft St. RAVEL FLOW SPREADER DETAIL M ....... p 9 I .. .... ...... T Type ... 6"­ r' 6­u n d Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 SEE z No Scale KS' 1 -§b 27,17" 602 1. 34' t'*%-W TE I Tel: (440) 639-7200 Tel: (520) 421-9988 Toll free: (800) 543-4764 Electronic Contat, ... 'Foil Free; (888) 490-9552 ........ . on ............... . ...... 'itch b, ......... w rates. C( 2sin .......... Note: These are the pipe flow rates at the specified outlet, NOT chinnel fl, -1063 info@ACODrain.us Toll free: (800) 543-4764 Fax: (803) 802 Fax� (440) 639-7235 rax: (520) 421-9899 wwN.ACOD(ain.us 4e .. W20-4 flow rates are without trash buckit - using trash bucket r duce flu . .......... ...... ............... �c_� lippternber 2016 4icANs irkima'jon i� bdiovod t bt� accu�ate uut it is not guaranteed io be so. we cannot a,,sum(! liabil; for iesults that buyer SE�E 0 ..................... ........................ * ...... . . ................. ..... .............. ... ...... ..... Qbtain� witt; our conditions of use are beyond te contml of the It is the customer's to e4tw� 5ubbility und sofpri f for Ifis ..................... ... .......... ACQ Pdyw,(,,r PMtjuts revne� t1je right to chwg� flip prurlKt af;d .......................... .................................................... Se tember 2016 ............. ................. p --------------------- ............................ ......... . . .............. ......... . ........ September 2016 VM Am V= M TAM AM MR AM 1099w w ACO K200 DRAIN 1: lZevision 4. - 4/11201.5 No Sc'ale 02 000 FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 1x4CAP 0l/ER _ ...., 10'- 6 " 10'- 6)" DOORS ONLY 1 x 6 6" HASPam VAM Am 2= .110'', "I'll"SIDING F AT .- v . ..... me k4 1. --- __­. - *%___F & �� ,% ° 1 x 6 ��,� IN 24 iN 6 x 6 METAL POSTS TRIMMER B> 8 INITIAL BACKFILL 8" 8" BOLLARD (TYP.) I.MR '15am sm Rm am oi r ) x I Of MIN MIN. MIN, MIN, 7'-11.5" 1 x 6 CAP . I 4 .`sty..! s .,, :.4' . cr ) NOTE: HYDRANT MUST BE ;,t3a�, BEDDING EUIPPEC WITH CHARLOTTES-- 2,, r < ,t {. :,,:, , , y, =.5: ''�,i f�c J #•> > ,�. 1 f-.).c<t 7 ' ',s;.s < i ,v �r: /f} y i�Y- s VILLE THREADS WHICH IS ' �'�'' > <<3><t.f I�;., „.-;� 7�� STONE ° 12 STRAP THE LOCAL STANDARD. HINGE Z LENGTH OF BRANCH VARIES STABLE SOIL ROCK 4 x 4 METAL POST UNLESS 1j" \X I MIN J DUMPS TER DUMPSTER 2 x 4 RAIL TO 10 * SCRAPE THE BOTTOM OF THE TRENCI°�, REMOVE ALL ° 4 x 4 METAL POST TYP. �- OTHERWISE NOTED (27ox) t ( ) 3J (TYP•) ON PLAN STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL O PROVIDE A'� BEDDING OF 1 x 6 TRIMMER 7 CU. FT. VALVE BOX ::; #6B STONE. N0- T CONC. \ J JJ STONE t: L��! . N� ° PAD 3 -D 1 x 6 SIDING _ _ _ m ak m - :_ FOUNDATION IN POOR SOIL UNDER CUT CONDITION 42'fMiN ,p- q a.TIM %J %JT% - ° , „ I2 CANE BOLTS .o v VALVE DUMPSTER Fil8 -8 � � . i A' .. JJ Jr O `� < O ACHIEVEDTHROUGH' OURS. OUTSIDE GA TE I//E W q�* +' �- �; ` . I TEE F ­. . I _\ BOLLARD (TYP.) OUTSIDE ELEVA TION 3 SIDES ` 3J-OJJ a y � 41 4 _r I • ° °oo P.,i. CONCRETE F -r. �4, '�Al '; p L'4 A it i INITIAL BACKFILL I r oi MI J JJ J h. '.;a .a � , J'•''.).' BASE ANC} THRUST r' ; x • a %;¢ "� 5 -0 5 -0 9 x 4 CAP 3 BLc3CK AGAINST t l x 6 CAP UNDISTURBED STABLE UNSTABLE B" Ott a,► �T, �x - 1 " I x--�-x x 1 x 6 CAP w,QIL. STEEL PILE . I ''. - - - I I .. - - . . 1. I1?III. MIN MII`f. 68 STONE 14 J 5 JJ CONC. --- _I-. ::.*::4 I I I I kky� '� Tl" e 17 R A i i t. t L 1! ' ti* # a?'^ A FILL AS , ,� �: Y' • RESTRAINED JOINT " 1.atit,.t '., �'�h'..s:.j'..�. rt. a ttn+<. INT FITTINGS ' s' �'�'' STONE 1NHEN THE SOIL IS DISTURBED OR WHEN ,� `. APPROVED BY ACSA ' �. - f,, r.. ,. . �, ° .< ° A HYDRANT IS LOCATED IN A FILL"I I, IN ADDITION . 1111wTO POURING CONCRETE, A STEEL PILE SHALL ;: , I •. 1. STA I' ` I �C STABLE SAIL OR ROCK 1 x 6 TRIMMER �/4 SAG ROD J » BE USED ADDITiC�NAL SUPPORT. .. WI TH TURNBUCKLEzzz 3 - 6 . CONC. NOTE 2 x 4 •11.. . r! CROSS BRACE _ _ 1. NO ROCKS SHALL BE ALLOWED WITHIN 24 OF THE WATER LINES. 2 x 4zz:�_'___ c. 1. .. .1 N • JJ 12Pu'hools.. d I 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. NO ROCKS LARGER THAN B" IN ANY DIMENSION SHALL BE ALLOWED x 4 FRAME - ABOVE THE INITIAL BACKFILL. POST ELEVA TION 2. MAINTAIN A 3 1 2 MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6P' LIFTS,< I 1 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIDE HYDRANT AND • VALVE ec��c, 4, NO ORGANIC OR FROZEN MATERIAL. OR DEBRIS SHALL BE ALLOWED\N I 'Ili . THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IN THE TRENCH. IT IS NOT ALLOWED IN THE DITCH. INSIDE ELEVATION 3 SIDES 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP ALBEMARLE COUNTY PUBLIC SCHOOLS 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES, HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF 3" CASTER WHEELS REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE NOTE: ALL LUMBER SHALL PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. DUCTILE IRON WATER BE PRESSURE TREA TED INSIDE GATE I/IEW CR0ZETELEMENTARY PIPE INSTALLATION BEDDING SCHOOL ADDITION, DUMPSTER ENCLOSURE DETAILS TYPICAL FIRE HYDRANT ASSEMBLY DETAIL NTS RENOVATION AND SITE FIG, W-'2 N.T.S. N.T,S. FIG. W-4 IMPROVEMENTS .- ......... .. ... .. - ------ --------..,-. ------ : �, TD-� 1407 Crozet Avenue, Crozet, VA 22932 21/" - 10 GAUGE oR 0 ; : srP 1 2'/2" - 12 GAUGE Y6" HEXHEAD - --� SQUARE TUBE SIGN POST \ f)3 r -Y4" HEXHEAD _ ! I r ? , r %"-1GEGRADE 8 SERRATED I I 11 VDOE Project Number ' �. 0 ° - TORQUE FEE BOLT!\ , ;; Q J 002-34-00-101 / (SEE NOTE 1) g II UPPER SLIP BASE OR VMDO Project Number /2' CAST IRON SLIP BASE ' " X j " FILLET WELD I# _ 1284 13 GRADE 8 ---� 1 o /4 /s TORQUE FREE BOLT ® WITH LOCKING INEDGE . _ it I _ MQ. (SEE NOTE 1) E DETAILS) %"-13 USS FLAT 'WASHER - - o, HARDENED, TEFLON COATED - `%"-13 USS FLAT WASHER WASHER SHIM '- 4" MAXIMUM STUB HEIGHT , ' •,�•--� (21/2" RECOMMENDED HEIGHT) I V2" - 13 GRADE 8 LARGE ----- �' . I FLANGE NUT , O� 11 j/g":l6 x 3V2" GRAE 8' � I HARDENED, TEFLON COATED FLPaJG£D SHOULDER BOLT 9 - I WASHER SHEM 1 ` .b'- l I i ISLIP BASE BREAKAWAY PROFILE DETAIL %" FLAT WASHER I E V2" 13 GRADE 8 LARGE FL ANGE NUT 8„ y,,t " . . \�__ MULTI -DIRECTIONAL COMBINATIOPJ 2 52,. cyan D. Cichocki .�# a � - __�lplll I lll�o ­1 - ..ANCHOR/ SLt? BASE PLATE T 4 J ` F...�11 H .(FOUNDATION B) OR V Sic. No. 53741 MULTI -DIRECTIONAL COMBINATION `+ -i _j A ANCHOR/ SLIP BASE ALATE SOIL ` F :� (FOUNDATION C) 0.3125" R ' N _ I SLIP BASE BREAKAWAY DETAIL MINIMUM watt. F �$/_ mil/) THITER 11CKNESS IS 0.34" N IS 36" AND 6°�r " _ T I j :33/ " 1 33/� 60' 11 L�� ------------ �l ONAL 3" I MATERIALS: "_ R TUBE:: RECEIVER A Ln N F ") 3" x3" x 7 GAUGE �� F Asrl ASao GRAD£ B TUBE 'N i C PLAN - ASrM _y I �•' Y16 R`R - A572; GRADE 50 (TYP.) f i� L. REDI-TORQUE MULTI -DIRECTIONAL BOLT ON SAE10.35 STEEL t ,� w FORGING SLIP BASE TOP FOR 21/2" SQUARE POST WITH Checked By B. CICHOCKI N16•• CAST IRON LOCKING WEDGE i A .TOP POST RECEIVER/ HEAD �____-__________ 3 -, fit Designed By K. ROESER 4 - az�4" ,/4" I - 4 FOR 2%2" SQUARE POST _ . --\ . ; ° tt - M' K. ROESER NOTEs: I Drawn By 3--,-rt yj6" HEX '/2" 13 THREADS- ' I 3Y4„ 1. LIGHTEN THE TORQUE FREE BOLT USING THE LARGER Y4" HEX HEAD, HEAD 1-y", '+I #THEN LaoSEN THE aoLrs BY 7HRtE COMPLETE TURNs us1PJc THE 3'a" TORQUE FREE MATCH PLATE HARDWARE :HEX HEAD. RETIGHTEN EACH TORQUE BOLT USING THE SMALLER 9/6" 1. HEX HEAD UNTIL THE %" HEX HEAD TWISTS OFF, IN '­ 5P'CIFICArION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILEIN THE CENTRAL OFFICE. `VDOT REFERENCE SQUARE TUBE SIGN POST ROAD APJD BRIDGE ST APIDARDS 700 FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET 7 OF 12 VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1321.16 I CG•-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING, HYDRCURBAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE. YARDS) GENERAL NOTES: DETECTABLE WARNING SURFACREQUIRED (CC-2 E P(A EA tN SQUARE CG-3 IN LINEAR YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDE BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 2. : DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR i DETECTABLE 'PiARNING SUFACES. PRODUCTS PLOT L15ED SHALL MEET S10EWA.LK RAMP 12:1 0.4AX Ll Wi THE REQUIREMENTS QF THE SPECIAL PROVISION FUR CG 1?. DETECTABLE 48l MAX L C�E{1JEAl ' WAR • SPECIANG AL DESRGNCSECT ON FOR APPROHALL BE �SlAI_TTEU 70 THE STANDARDS APJD ` r' PVC: surfaG 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' 1 FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. iron grates f,III-: _A- 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO 8' surface draiTnage THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTF_R PLACEMENT OF ,0:1 1-AAA PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A 4. MATERIALS 5. : REQUIRED BARS ARE TO BF. NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG TYPE A The drain basins' BOTH required COVER THE ZRAPAP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR ��� r configuration.6, CURB /CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS �'' �" `�� /" ���i`�'Y ��\�1`� `% -� - pipe system, ! ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. \ 'rK�,,/\ �i� x'. \/ \\m/ �An' `�/>� ` � 51 ON seals shall e 7. I CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR A5 DIRECTED '"' C �� 12.1 PhAX ! BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER #2 1 MAX 9'� - tlle pipe stockAN ACCESSIBLE ROUTE VfiTlllN THE RIGHT OF WAY OF A HIGH'ddA'f FACILITY t; ,•` ! CROSSES A CURB REGARDLESS OF NlHETHER SIDEWALK IS EXISTING, PROPOSED, i OR NONEXISTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS The grates '• AS SHOWN ON PLANS OR AS OIRECTE•D BY THE ENGINEER, AND SHOULD NOT TYPE B specifically f I BHYDRAtrS, DROP E LOCATED IUNLET5ND 1,ilETC. CLE ,ACOCESSIBL£ ROUTP LINES, IES P ONG VIDEOALSCONJRTINUOUS PARALLEL Capable of $UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONPJECTING ALL "UV' �,".;���J�!. ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED �i l�,v� - �//�l%-!�/l ` /✓ manufacture i APJD USED BY PEUE I iAPJS. ��/ f� ''y I/\'%r% ��r�/i, l/G��il __ - _. __-••-----+--- --_-T --- -- _ -_ 1E _• �_ 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT `10'1 : Jv `' 12 INSTALLATION INSTALLATION -=- = - - -- ........ -------.----•-•- ___ T_ ------ •- � D�-1 ; T _ � - Jr r _ Jrrrrrr, rrrrrrr rrr, rrrrrrrrrrr - �F HE CURB OPENING IS PLACED 1NIrHIP; THE LIMITS OF THE CROSSWALK AND Q �`- �f __ r, rrrr rr, J rr . rrr:�rr,t ,rrrr, rr •,.;; ,• -- - K TFIAT THE SLOPE AT THE CONNECTIOPJ OF THE CURB OPENING IS 12:1 MA' % cp 1 [yt _ D 2 i T y 11- .1 -ilc I! :.r _. I'JJ JI Ir r rr / r r/ ____ - I-, J J J r r r r / - rrr r r , , r, . r r r,J P C P a C #1 e � - rrr / r r. rrr P I T �- Th specified d PVC surface drainage 'n shall s ll d using conventional I flexible i ba Icfili materials als n procedures. The b kf 1 material rI I shall � � .•:••:� • �:. rr rr ..•::•::•: � :•:.._____ ERPEND CULAR O THE CURB. �` ' �: �-- sp e C s e ra Wage inlet sha be in to e si g Carr ent a lex e pipe , c n a # . d p e es ac a a s b rrrr rrr • - - _ 5 aurJ\; Iri - ! �1! 1 !r r r rrr �"-" / r , r ,rrr/ , rr --=- • t • I I-- _ I • _ I I �• r r, r rr-' �J �' rrr/ , , r : � _1 C N - �f __Ill -t r granular Q •� • I shad star or other an l material meeting the requirements s of c class � or class � material as defined r1 ASTM 2321. Bedding and b kfill for - J :, J J crushed e a e 1,# a e J m t t re u m nt lass 1 J Gas a d e i d a aG Q J� ' , JJ : : r J N �� r �„ r r I� T -r{�rr g g q g •-! - r.•:: . r _ , r. „/, • . , / r.. r/ , r rrr, r/ r. , r �= - 9. T , PtCAL CONCRETE SIDEWALK IS 4" THICK. WHEN . HE ENTRANCE RADII CANNOT -'i 1-- I ' i11-T �� li#-1 • .t ••.\r-?�s r • GROUND + - :�, R UPIr , /� , . ':I . + - Yr .. -- C U J - r _.. _ __ ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK surface drainage inlets shall b well laced a compacted nTfQrn l In accordance with # ASTM 02321, The clraln bash body be cut at the time of the final - •.._ ---- : r a rr ..:... _ rrr, rrr d rrrr / rr GROUND _ _.. Q £ g e,'t 8 � ICI Cemp C%te C# l y aC: Or c'1; P i tl _...___. 11 y G al •:::.:•:: LItIE t� ______ •l •.•.':.'.•.�.• LINE _' ._ :. __. ,,....._ : .::._ _ _._ Fi F T T ��-t IA R AV' 4 }AlN �#1>:-3i,-T . , COMMERCIAL ENTRANCE (HE j•: ♦ • :•: r:..•:.: _ t : •:•: �, - - ^ TRUCK R) O STANDARD U rP CpM ED E , 2" PAVEMENT THAN grade- No brick, stone or concrete block will be required to set the grate to the final grade height For load rated installations, a concrete slab shall be poured ____ .: _____ . ' { , , •• •:: ___ p I LIPlE RUCKCTRAFFIC OR 0 JCRETE DEPTH. ... _ • , ! :.•r::. - }' ::✓:,••... - 0 _ /1 r -- _ .. r FUGE OF PA1EMEPJT under and around the grate and frame. The concrete slab must be designed taking into consideration local soil conditions, traffic loading, and other applicable 1 , - r - _ t ii - - --! r r_._ _r 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, � AT it\':% , SAME AS TOP OF CURB design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D23.21 guidelines. � Ill -_Ili ill lei Ili' II 't EAR-TH N: ;' j / / 11- �. -11% r� %/ /% / -(''-` ; THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. g g - ---------------- g - _ RO.K OR `I MIN• 1/10 D '--- III :--•-- UNYIELDING . / ' ... 11 r =« 11, 'PIHEN ONLY ONE CURB RAMP tS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C -I_11-111-III_ i- I l- I j : ;_I - ___ _.__ .' n ND1P�G AREA SHALL B£ PROVIDED TO MANEUVER A 'NHEELCHAiR Mir•,. v10 D x o x BEDDING I/2" PER - - solL - _ , f PRECAST C01�1CRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE PARALLEL & PERPENDICULAR -1,I-I:r tT;-�,*-/1t---- •_ A 4'x 4'LA PAIN. 1/1U U ,-.� : /t kit *N INTO 'THE CROSSWALK WITHOUT GOING, INTO THE TRAVELWAY. THIS 4' x 4' MATERIAL 1" OF H (I U BEDDWG �:ARFH PLAYED GALVANIZED 1 WITNESS S POST rlf#TH... MIN. 8", - � '-BEDDING MATERIAL I `'may �.}[ (� ?1. WITH PART V, SECTION G OF THESE SPECIFICATIONS+ LANUIPIG AREA MA'f INCLUDE THE GUTTER PAN. MAX. 24" MATERIAL CAP1 E EN.OS E .AIIV:I,ED T3i.. E: IN .C�EM' T ': AItE S 1?.. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION! OF TRUNCATED DOPAE FOUNDATION SOFT, YIELDING, OR . _ _ CURB AT ENTRANCES OR STREET CONNECTION'S THE DETECTABLE t 6__-2,2" C-C NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL,1. T --- i AS, DIRE] C �•EQ AR R L CATION. MA;`� RE S�". UBJEC WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD � U� 6 p <j U O U O z t t 3� -MODIFIED AS RECOMMENDED 8Y HE MANUFACTURER TO MATCH g BEDDING MATERIAL IN ACCORDANCE WITH ' ^t`ry LT11tL#.A >"*}L7A��{-E INT �jt1(�/j� THE BACK OF CURB. r O O O O O O O O O O O O ®EMBANKMEN [ E 1.t F i i S.?t T �♦� r- C1 I. )1 J. APPROVAL 1 Y F :4 .' q 4 C- .� /�^ U U O O O O O O O O O O o SPECIFICATIONS.F THE ROAD AND BRIDGE ==J NOTES' • ,.4 . °: \ � // ' j O O O O O O O O O O O p O O O T� FOP. GENERAL NOTES ON PIPE BEDDING, 4.' a • - 4 . LANDING RAMP t b ::: REGULAR BACKFILL MATERIAL I,I ACCORDANCE SEE INSTALLATION OF PIPE CUL'RRTS _. Q O U O O U O O U O U O O U O O �.; CLASS I BACKFILL MATERIAL IN ACCORDANCE :�.:.':-x WITH SECTION 302 OF THE ROAD ANO BRIDGE •" . , • ° { " WITH SECTION! 3D2 OF THE ROAD AND BRIDGE AlND STORM SEYtERS GENERAL NOTES 'A• a It. or O O O O O O O O O O O O O O O SPECIFICATIONS. •�•• SPECIFICATIONS. ON SHEET 107.00. �t�` ED R D� •, •4 �� :'� FNIHEIIG OQo000000000000 rrrrr, FOR PLASTIC PIPE : rrr'; FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL - ; 4 Q; �.. EXISTING SANITARY � \- _ 5.0/_65% OF SASE _Cifv�'tE IN ACCORDMCE WITH SECTION 302 of THE ROAD CRUSHED GLASS CONFORMING TO THE SET DOGHOUSE BASE A - _ Ia- I O O o O O O U U O U O O O O O 6" MINIMU:41 CLASS I BACKFILL MATERIAL PLACED DIRECTLY SIZE REQUIREMENTS FOR CRUSHER RUN! F-.,. FOP DIAMETER __ -- APlD BRIDGE sPEGEFIcAnoN� ON CONCRETE BLOCKS , . A. SEWER PIPE DETECTABLE YYARNING�-�� "-" Q f ISSUES AND REVISIONS OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND '26 MAY BE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY CA MATERIAL 3130VERONAAVE OR 12" OF CLASS I BACK FILL MATE[?IAL, USED IN PLACE OF CLASS I BACKFILL. -.. - „ Q AT BACK OF CURB 0.d 1.4" FULL WIDTH OF RAMP FLOOR IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE a °p ' SEE NOTE 12. 1" BASE QIAIAET£R -- - - -- VARIABLE _ _ NYLOPLAST FIASPRUFRIETAR'FRIGHTS. THE RECEIPT BUFORD,GA30518 DOGHOUSE OPENING SHALL �' ` • r a"' MIN. 12" CLEARANCE `--- PAY LlMlrs ORPMESSIONOFTHISPRINT DOES NOT CONFER, DATE 3.10-00 { 70)932.2443 SPECIFICATIONS. ; Q d : 4 b ,° TRUNCATED DOME T NO. SUBMITTAL DATE PHN 7 - .:. TRAN5FER. ORLICENSE THE USE OF THE DESIGN OR < FAX (770) 932.2490 DETECTABLE WARNING N G �® �'� A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE c£rirRAL of FIDE. BE PREFORMED BY ° " BETWEEN EXISTING PIPE INSTALLED A RADIUS DETAIL DETECTABLE WARNING (� ' TECHNICAL iNFQRNIFITIONSHOd`JNHEREIN REVlSEOBY NMH PftOJEGTNO.lNAME www.nyloplast-us.corn �VDDT INSTALL. OF PIPE CULVERTS AND STORM SEWERS SRtFicREN'EPJ MANUFACTURER OR - ° ° ' '�' AND STONE BEDDING NS LLED ON DETAIL 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 REPRODUCTION! OF THIS PREPJT OR AN'! INFORMATION TITLE ROAD AND BRIDGE STANDARDS • • a ' t CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 02-21-18 rl 11 0 SAW CUT TO FIT PIPE �VDDT spEaFlcArlott ARTICLE H_REFROM, FOR THE DISCLOSURE TO UTHER5 81N • 36 EPi DRAIN BASIN SPECIFICATIONS SHEET 1 OF 4 REVISION DATE C I R C . PIPE BEDDING AND BACKFILL - METHOD A 3p2 I 4 C G 2 DETECTABLE G SURFACE REFERENCE 2 FINAL SITE PLAN RESUBMISSION #1 25, N OV, 2020 i OUTSIDE DIAM ATER ° A .4'. a ROAD AND BRIDGE STANDARDS WARNING N I N IS FORBIDDEN, EXCEPT BY SPECIFiG 4dRlTTEP! 07/18 I ° T 303 �< t 1 J T ABLE TRA T• I RATED „ a PERMISSION FROM �n,;3vY,-cv!q>-r DWG SIZE A SCALE 1:1 SHEET 1OF1 DWG NO. 7001.110.011 REV J 107.01 VIRG.NIA DEPARTMENT OF TRANSPORTATION IA (GENERAL NOTES. ,o, //� � /�-• B � 1 / PLUS 6 { ;,.'•, SHEET 1 OF 5 RE`1lSION DATE r 3 WPO PLAN RESUBMISSION #1 02 DEC 2020 . I Y F1. Y l E� 'A.I L 4 .. '' 502 A. ', ,� 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATIUPJ 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB,2021 j__ 'u 12" THICK VDOT i • • No. 68 STONE BEDDING 5 SIGNATURE SET 18.MAR,2021 ST-1 8"x8"x16" AND 4"x8"x1�^' ® GG_,2 -_. > 6 WPO AMENDMENT #1 28,MAY,2021 NYLOPLAST DRAIN BASIN WITH DOME GRATE y �- SOLID CONCRETE BLOCKS , _ r . #4, GRADE 60, REINFORCING ROD ENCASED IN CENTER W�RISER A A CORROSION RESISTMT RUBBER OR OTHER DOGHOUSE MANHOLE $ A S Ems^ y -~ �'�'" 7 WPO AMENDMENT #2 24.AUG.2022 5 DOWELS, 8" LONG PERMISSIBLE�2^'•?��'Afi' * NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. WALL (4 EACH) AT 1z" c c CONSTRUCnoN IN• JOINT ?' 12:1 MAX. _7�s 4' Mity (1, 2) INTEGRATED DUCTILE IRON - (DIMENSION MAY VARY WITH MANUFACTURER'S st - r� 5 M ' j 1 cs a - r' r �r� � _> 8 MINOR SITE PLAN AMENDMENT #1 24 AUG 2022 �, DESIGN) . ... .. . .... . .. .. . .. . ... • • . .. .. • r'\ a c GRATE TOP�IATCHBASINO.D. ` ` �'i2 �` CORROSION RESISTANT 1. . 12:1 MAXI w1 Z ':; ` r 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 �,'` `� `O MATERIAL FILL DOGHOUSE OPENING -- , 'tom 1z:1 PAAx B ''r; 0 1n" Q �' MANHOLE ABOVE BASE SHALL PIPEiv ' WITH BUFFER STRIP 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN,2023 /�15® S # 4 REINFORCING ROD BE CONSTRUCTED AS SHOWN GCE WITH 3 000 EXISTING PSI CONCRETE `- TYPICAL SECTION ON FIGURE S-1-ANON-SHRINKING' ....:, ::..: - 0R GROUT - - - � - 5 ,"-,,, ,_", .,,;;,».RAPAP �J RAPAP y �. ,r. ;�. � ',�' ^ � ),11N - 1 S a�l' f��fi""i��L • � �----� . -- .:ter 1- _ .. .. ./ ` ` I f M..J. -GAT. YALYE (SEE TABLE) A (SEE TABLE) _ir1X - 12:1 MAX. -!;A � MWItv11JM PIPE BURIAL - } \`, _ 2' SEE SHEET 1 OF 5 FOR DETAILS -------------TRUNCAED DOPAES DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE �,� / �i,, �. i 5'-0" MN '=t MANUFACTURER �_ 00 - 360' ACCORDING TO PLANS AN �/ (3) VARIABLE INVERT HEIGHTS RECOMMENDATION /� �� STD-p/N, SHAPE Tp MATCH FACE ALLOW CONCRETE I, OF ROADWAY CURB \ AVAILABLE (ACCORDING TO (MIN. MANUFACTURING "% K/p* BAC BTH . WRAP G P GUR 4a MAX.PAax BUFFER STRIP 1�_ � - PLANS(TAKE OFF) REQ, SAME As MIN. SUMP) TO FLOW A M EN. " 20.1 -� � i-r'r'--„� / . tr NEOPRENE GASKET MATERIAL 4a :11MAX. 5, MIN 1 �-0 BEY D _ ,rrr r po (' _. ON BASE / ., •:.• • w. N OF STRUCTURE , ,' BEFORE FILLING THE OPENING 12:1 MAX. �� / ?,:.° NEOPRENE SECURED BY 2 NON 2' PAIPI. I - �' - NOTES: wA CORROSIVE STRAPS, 1 ON E SECTION A -A >< I/�" STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF �x f t 41 '`••.:�' .:A 4'-O" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. f.�1.A,TER ' .. EACH SIDE OF OPENING Y � WITHOUT BUFFER STRIP �y I „ PERMISSIBLE • • ° ' 4�2 = x All STEPS SHALL PROTRUDE 4V2" FROM INSIDE FACE OF 1 RUCTION�«- CROSSWALK - -- <Gy _ r.- ,�� ♦ cD 4 e JOINT to ., STRUCTURE WALL. UT 11 / ° I ,'. , ". - MAXIMUM STEP SPACING TO BE 16" C-C. R aJh ;•�-tf _ �i�, A.. " � 12" MIN. CAST -EN PLACE .'� a, .. (3) VARIABLE SUMP DEPTH //\ (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS - - - _ _____ ACCORDING TO PLANS \ \ °: STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN 000 PSI CONCRETE BASE � -, < 4" M#N ON 8 - 24 ... . >. � � .;i:. ...� � o AVAILABLE: 4" • 36" FOR CORRUGATED HOPE >. I _x 6' MIN ON 30" & 36" (6" MIN. ON 3'n 24", 10" MIN. ON 30" 3O' Ve" R , . le '; , EXTENDED 4V2" FROM THE FACE OF THE SUPPORT. CROSSWALK ,,., SECTION VIEW s:_�rloN B-B -'L,s��•- �J<.. • r A C(ADS N 12iHANCOR DUAL WALL, ADSIHIWCOR / > j �� ___-------•-_--••______ _._ __ & 12 MIPL ON 36 '� i" 0 U N DAT I 0 N S ESINGLE WALL , N 12 HP, PVC SEWER EX: SDR 35 , I STEPS ARE TO BE VERTICALLY ALIGNED AND UN!FORMALY SPACED aA 4' SQUARE LANCIPlC AREA ( ) ,ii, BASED ON MANUFACTURING REQ.) FOR THE ENTIRE DEPTH OF ANY STRUCTURE. - PVC DWV EX: SCH 44 PVC C900/C905 � � ����'.L�� TYPICAL SECTION t^ SHALL°eE PROVIDED FDR IN PRECAST UNITS STEPS MAY BE CAST IN PLACE. MORTARED t .,. , ; ; I , :: ; ::: • • • • • : : • • :. • • • :::::: • • • • . . . , . PERPENDICULAR CROSSWALK Y V T : r : CROSSWALK CORRUGATED & RIBBED PVC � J (DIMENSIONS MAY VARY WITH INTO HOLES PROVIDED BY THE FABRICATOR. OR DRIVEN. }N T 2;::Y, .2 BEARI N:G .A.RE +. S WITHIN FHE MARKED N V T E S & V E TA I L S / MANUFACTURERS DESIGN) %' . . . .. .. .. NOTES p cS ON THE DETECTABLE WARNING SURFACE, S• CROSSWALK AREA. FOR GENERA P1 T .� . _ ., GE F L /� S \ SEE SHEET 1 OF 5. I. , / 1 ( I * MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS THRUST BLOCK :: NOTES, ° Y NATERTIGHT JOINT n < THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET 4 THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT I I.ia �. (CORRUGATED HDPE SHOWN) ��, GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE � �: IS uPAtTED To 15 FEET, REGARDLESS of THE AT INTERSECTION 8" - 36" CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND > „ 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW SLOPE. #`- CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS LANDING 43:1MAX. WITHIN CROSSWALK CURB BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE F SLOPE a' BUFFER STRIP PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. OF SUCH STEPS. ` 4 � A..y1. FLOW TO THE EXISTING PIPE. TYPE B PARALLEL 5' 5IOEWALK `.... 11-Ab"EW3� ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT � \ SLo 1EG a8:1 MAX. APPLICATION SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, 2 ♦ POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3 �� OR DIMPLED SURFACES. Q. ?ROADWAY GRADE MNUPAU?vt RAMP LENJG"rH g MIN X.,.... ,J IPJ PERCENT IN FEET 1 M1 DIAGONAL PLACEMENT ' 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6 ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH 4" CURB 6" CURB •'' - ASTM B221, ALLOY 6005-T5, 0 4 0 "a ? r r �5. MIN 1 - 8" • 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 �� ��o�� UN FORMLY IOCOATEDTWITHTAPBITUM MOUS, SOLVENT ENCASED IN TYPE, SBESTOSY SHALL BE 0 F THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE 1 14 ro _*tz:,-- -�- A (1 1. GRADE 7a50.05. A, 1p �' FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL BEEN FORMED, AND L! THE M H HAS BEEN FULLY TESTED I N 2 5 a o `S SPECIFICATION TC-C-00498A 3 6 9 ' SQUARE LANDING AREA Ne3-3 L - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE ` p`� _. _ _.. ._ OUTSIDE OF TRAVELWAY A 4' SQUARE LANDING AREA if/N ��i 0 4 a 12 WAL SHALL OF PROVN]ED FOR { OUTSIDE OF TRAVELWAY OF A PVC BODY TOP. SEE DRAWING NO.7001.110.045. G ♦ � CROSS I. �ry-�+��»•' -� VALVE., �o�ES SHALL:.EXTEN0 ,SIX � IN:CIYIE� ����E GRADE. ACCORDANCE WITH THESE SPECIFICATIONS. c FERP_PJDICJLAR CED FOPLK 3 -DRAIN BASENi TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT It1ATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE N W 1. [ i I N :REM t,t .' :AI E� J AL.,,..E ,, .... .. , , : � 5 10 1� WtTHiN THE )HARKED �i SHALL BE PROVIDED FOR ^ ^ ALUMINUM STEP - CROSSWALK AREA. PERPENDICULAR CROSSWALK. . ��) DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS,THE RECEIPT BUFORD, GA 30518 6 14 15 WITH BUFFER S T RIP GROSS'N� K WITHIN THE MARKED RESTRICTIONS. SEE DRAWING NO.7001-110-065. OR POSSE5310N OF THIS PRINT DOES NOT CONFER. DATE 03.25.10 ?HN 11111111-2443 CROSSWALK AREA. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TRANSFER, OR LICENSE THE USE QF THE DESIGN OR �� l�� FAX (770) 932.2490 TYPICAL MANHOLE t A N H O L E B A E ASTPA D3212 FOR CORRUGATED HOPE (ADS N-12rHAN1COR DUAL 'PtAll ), TECHNICAL INFORMATIoft SHOWN! HEREIN REVISED BY NMH PROJECT NO.INAME Www.nyloplast-sls.com SPECIFICATION �\/�"] �V DOT SPECIFICATION REPRODUCTION OF THIS PRINT OR ANY INFORMATION REFERENCE ) i REFERENCE � -12 T TA [ R I F N-12 HP, &PVC SEINER (4" 30'). TITLE STANDARD S T E P ROAD AND BRIDGE STANDARDSTYPIC� H O W I N G D O G H O U E ( T T I I ROAD APJD BRIDGE STANDARDS \✓ G 2 D E E C B L (, W A N N G S U R AC E 5 -ADAPTERS CAN! 8E MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERP,1INE CONTAINED HEREIN, OR MANIUFACTURE OF ANY DATE 06.12.18 DRAIN BA51N WITH DOME GRATE A.L GATE . A L.V � A L L A O I '� 7____�c MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110.012. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 -::1­111.. .: SF!EET 3 OF 5 REVISION DATE TYPE B (PARALLEL) APPLICATION IDS 6 8" - 30" DUhSE GRATES HAVE NO LOAD RATING. IS FORBIDDEN, EXCEPT 8Y SPECIFIC NRlT fEPJ 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 PERMISSION FROM NYLOPLAST. eoI3rlYLcs �sr RWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 1001.110.397 REV E 106.09 203,07 T N.T.S FI, W�- 51. FIG. S-1- Al T# '' TD- 26 ■ IS-1 e Wage asins GENERAL PB-1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE N07E0 IN THE STANDARD PC-1 TABLES UNLESS �--�-�.••�-•------------ '�""""""""" OTHERWISE NOTED ON THE PLANS, " '"9 2. H -HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE, / � � 3. b � EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL, �� -�� //.� / SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. CIRCULAR PIPE '� j � f� f�'� `' ("� �`1, FOUNDATION '�.;i �.10 L/ t,.! ti.J � � !"1 TI l.f � MATERIAL ROCKY FOUNDATION MATERIAL GOOD I j j I t 0 *OUTSIDE DIAMETER OF PIPE. / ,' - ' C0� OUR - I I 2. � -INSIDE DIAMETER OF PIPE, ' 'i ' - OF PIPE I 3. X =WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE, X . 12" WHERE d IS LESS THAN 36". . ` •, I I I X = 18" WHERE d IS 38" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FORHALL. NORMAE. EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) �t- JUNCTION BOXES, TRANSFORMER PADS PEDESTALS, E^r�.:. Nf�T �E LI�CATEU WITHIN THE RIGHT �F WAY. �, � •• • I ( 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15` OR LESS, 24' IN �� . •. „ r. ; • I 5. REGULAR BACKFILL MAT£RfAI. MAY BE USED IN LIEU OF CLASS 1 BACKFILL MATERIAL FOR ,24r IN >t k INITIAL BACKFILL �* ������ "�"` %! '' � � ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30 AND a? � c j`� � � 4 �• � � r �j � ' � • ^ � x �` � � " * LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 6, BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (D1-13) OUTLET PIPES INSTALLATIONS. C'illl�I MIN♦ MIN, � � MI�. -•••+4-•-•"•••�•--��'�----i�-•• • "<�+t-""•-•--•-�•"•��1� r .. .. � //� � �, � BEADING f J . �%, ' ;;- a . • ' : SLOPE TO DRAIN TO INVERT `9' OF OUTLET PIPE `�� ELLIPTICAL PIPE � I•� ' � ` .. SECTION A -A 1. S1 = OUTSIDE SPAN DIMENSION OF PIPE. � ' .b 2, 52 = INStDE SPAN DIMENSION OF PIPE. � ������ 5011 ���� TRANSITION BETWEEN a PIPE DIAMETERS WHEN � METHOD OF TREATMENT IN DROP INLETS �. R .OUTSIDE RISE DIMENSION OF PIPE. DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. Q 4, X -WIDTH OF CLASS I BACKF}LL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE S222 IS LESS THAN 36". *SCRAPE THE B�TTCiM OF THE TRENCH. REMOVE ALL ' 5. WHERE DIRECTED BYETHESENGIN£ER. BEDDING AMATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR L£5S AND HEIGHT OF COVER 15'OR LESS. C• �• y� �• © r••� f STONES f � INSURE .t f tt,^ PIPE DOESN'T REST ONt�•� R��I'1 tA�-ND THEN�'•,�}���(;� TI--I� SOIL OR PROVIDE A '�" BEDDING Or- ' � NOTES v � ` SHADING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH � , 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS, �, �I«7 8 STONE, WATER �' THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ` ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF � STRUCTURE. � / 4 SLOPE TO DRAIN TO INVERT OF OUTLET PIPE PIPE ARCH � � MANHOLE OR DROP INLET IS TO B£ FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. v THE INVERT SHAPING AS DETAILED HEREON E5 TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR /� � • . � 1. S - SPJW DIMENSION OF PIPE. 2. R RISE DIMENSION OF PIPE. .•-. � � � � � � � � � I � POOR I'•` � � � � �� � � � � � _�__. � � � CONDITION � � � UNDER -CUT FOUNDATIONO � � SOIL � CLASS Cl EXCEPT THAT 25% OF COARSE AGGREGATE MAY B£ UP TO 4'I IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, a � �" ° ''•�:'•�'•'':'•:• ""' �•�:�•.� �� �'�•:"�•�� .i'� :: '� :•:`.;�•::.�'• 3. 8 -SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL LLIDATI[�N QI EITHER UTILITIES BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING, NONE � 1 ' ' ' ' ''' •• • • � ! � �` • 4. x - WIDTH OF CLASS !BACKFILL MATERIAL. BEYOND THE EXTREMITY OF THE PIPE. '+�?i��j ELECTRIC,, TELEPHONE, Iw�$�,,,' ��'��} OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. �• a - x - 12" WHERE S2 IS LESS THAN 36" .�,• n ` x - 18" WHERE S2 IS 36" AND GREATER pETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO B£ SHAPED __.. �,-, �'- - --' ° S. WHERE DIRECTED BY THE ENGINEER. BEDDING HATER#A!. MAY BE ELIMINATED FOR INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. �e MI h � t INITIAL, BACKFILL � MI PLAN 6, REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR UNSTABLE $Jr �" �jr" �'t EASEMENT `1� �I��"I"I�# WATER I.II� �E�s1�'�� C�NL.`1/ ... I�(.�/ �,rIINIMIJI`� METHOD OF TREATMENT IN MANHOLES ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. �S0I1 � MI MIN, MIN M� MIN. ��� �.T`�h{�•• WATER � SEWER -- SQ' MINIMUM •��/pq`j' SPECIFICATION SPECIFICATION VDOT � � • ` <• '`' '•` FILL AS �, `.�� '`" '•, :=,h. STANDARD METHOD OF SHAPING REFERENCE REFERENCE INSTALLATION OF PIPE CULVERTS &STORM SEWVERS ::-�: ,,,;f;;'_� •' ., ?♦:i{�'�' _GRANULAR ;'Y ;,r;•,._; `r-%5•,;�� :;+,.;'� ROAD AND BRIDGE STANDARDS M AN H 0 L E & INLET INVERTS 342 302 GENERAL NOTES ROAD AND BRIDGE STANDARDS ,.._� %.'.t ;:,';�•,�,; ;'t�; •, •• ~ • '`'•' �: AP `,;.r�s.�� .%'s�� "��;. r �' REVISION DATE SHEET 1 OF 1 SHEET 1 OF 1 REVISION DATE 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 1Q7.00 � ' �� OCI� STABLE SOCL. OR ItiOCK � SEE PANT S, PARAOI�,APH �j SEPAI�AT�pN OF WATER & SEWER SYSTEMS, �(��'� ; PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE Se+��lort ,��,�� TO? OF FILL TOP OF FILL TOP OF FILL 1 • N0 ������' SHALL BE ALLOWED WITHIN 2�" OF THE WATER LINES. _ ____-____-- � GROUND LINE z -=._ --- r.___-.-__ - -- - - 2. N O ROCKS LARGER THAN � I N ANY DIMENSION SHALL B E ALLOWED D UTILITIES CROSSING a �1�TEI� OR �EGI�I� EASEMENT SI-I�UL� BE A ,-_._._.T-;. GROUND t_iPl£ z _ _ - _ _.------ -GROUND ;- ; _-_ �+ i••t l� �n�if16@f'�t� S�i'faC�' 1<./t•C"�i�iC��Fw I�fQt�UC�•S drainage inlets shall IE1GIt.Ide the drain bash type as indicated On the Contract drawing and referenced within tt16 Contract specifications. The �UCtlle -____ _:� - -- - L r r r r�,J,�rrr - - --- I ;;�^--;_ --! _I I :_ I ;I rrrrrr� J.�rrrrr I �-.I I i_i I-1 #}-E11_rrrr rrrrlF=llt_.;,. �_, ! ;-I rrr rr I i�___ i '!!_ Jrr� d rrl[ EARTH - -:,_ - �� Q ---- _ _ - - I �.t : I _ �_.. I I ICI 1 N I i � ROCK OR UNYIELDING --- __ _IP,E_� __-__ TI - - - -- r, , r. r rJr •- ,;;-'�= - „ ;�,-rrrrr - -- - =1': N 1111 ',r rrrrr :�:::-I I:::'��^ _'�!==11 r/r'' 'rrri#�'ii- rT -i � ��:I rrr EARTH ,.f=rrr d -r. 11=- ('� E7 ABOVE THE INITIAL BACKFILL. _ 3,THE INITIAL BACKFILL SHALL E3L. PLACED AND COMPACTED IN � LIFTS< [�(� (� ('� ('�j� (� [� pj �j �'y �~'�''v, ALL�IW#�.,LJ �0 TIC THE RIGHT IMF r _ ,11=rr.�r -' 1--=1 - . r, r,� J r r rr rrrrrr � Jrr.Jrr rrrrlC=1!t-::• rrr rrr /rrll: - these fittings be integral inlet be furnished by the The q ,�,I h - III N ;L I o -::I ; -•Ill., 4�, NO 011�iC'11�IL... ',.i#. F1't►.,%.f•_Et'i MATERIAL OR BEB#i15 SHALL [.�E FROZEN or each of are to considered an part of the surface drainage and shall sarr�� rnan�JfacttJfer. �,� � (-- � iT -.• '. E!: o !, I �T' BEDDING inlets shall be as manufactured by Nylaplast a division of Advanced Drainage Systems, Inc.,Inc.+ or pnOr approved equal. - -- �; -• , - I � / ;.. ,~ MATERIAL I� THE TRENCH, � �� '' t If-1t 1-1 I-1 L'I / �! � �' 1-' �I 1=�1 I I -I t _ � � � PAIN. ; zi I _I -I � � -' MIN. 1/10 D -- %• / I I �Itl- � '`� -T'• � { /� ��jj ��'`•'�� OUT (''� SHALL .:BELL HOLES JI--IALL DE DUG OU I IN ALL CASES. �. r r' required far this contract shall be manufactured fraTT# PVC pipe stock, Lltili,zing a thermoforming process to reform the pipe stock to the specified MIN.1/10 D \- X D X� 8EDDING MATERIAL t/10 D X D x `--BEDDING MATERIAL _ � X D X The drainage pipe connection st�#bs shall be manLlfacturoci fro#Ti PVC pipe stack and fai•iYied to provide a watertight connection with the specified '/2'• PER r cF H ,III.� This IQ•snt tightness shall conform to ASTM .032i2 far "aims far drain and sewer lactic piRe tasin flexible elastamerlc seals. The flexible alastamerio MIN. a". MAX. 24" FOUNDATION SOFT, YIELDING, OR 627 Amersale Cyr Naperville, IL 60563 Phone: (800) 323-5664 Fax: (630) 897-0573 sales@belson.com belson.com Bike Wave Bike Rack., Powder -Coated Black, Surface Mount Steel tubing (11 gauge) *OR APPROVED EQUAL* www.belson.com 1 -7f8" .>t.< `. i.,Ft.3 ri...l. ,. ,. .; f T? 0'. T I# Ar YOUR, VI.S.10N ACHIIEVED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 ;cyan D. Gichocki a Lie. No. 53741 o �Ssr ANAL Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB,2021 5 SIGNATURE SET 18,MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG,2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG,2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 NOTES & DETAILS MWE Amp: it We,* 'd tqq- 4 y9s �J` J` . ........ ..... . ...... --------- --- sit MET 11304 yly YK (00005, OR 07 ..... ....... ,4, F-7 J i 111" A, 1A I 11F71701"An so. U011-*-, e, ,e . .1 se- .11 ,*$ .1 " __� 1 .1 -f e� O� 'o Vwx 1 1\ o. Ile % 'o % y VM ARM "o, 1�. , � ol (0 UM -es: n-, 2J. �el_ V, V, J 7`1 MR VIA ........................ MM ef x t . ......... ..... . .......... Ie _U A'. Vp w A, .51 4,9`.Yo`, V.�,A 00 Ar(-..h 1 01, A w 1, i. - VV _o ", . . ....... 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IIIIIt0 IICHILINE - SEE,SHEET Q IMAT 2. 0 W ANN = -lW M = = = M = W, Mo IIIIIIIIIIIIIIIIIIIS M M M ililloffl�m low = M = = M M no = M W = t= IIIII......................... IIIIIII ICl VN IIle IIIIO� IIIt IZ) SCALE,,�l I=20' 0 I5 40 tII3' DO,',. IItNOf D) I IM EBNBNB86 MR in Im Wn am Wn I= MM am am 19M IM 2M 72W IM MM ow VM W MR MW um W AW law map- 4 3 4 2 5 .... .... .... .... .. .. ..... ........... .... .... Fn so T I ` " ` N YOUR Wslou ACHAE'VED THROUGH OURS. '40, ............... ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number ryan D. Cichocki lie. No, 53741 0 11, - ONAL 002-34-00-101 1284 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25,NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMEN DM ENT #1 28,MAY.2021 7 WPO AMENDMENT #2 24,AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24,AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB, 3JAN,2023 EXISTING CONDITIONS C201 wo j TO -BE MANH'O'LE P. TO R.ELO r t ADJU8T*ED. PER-F 'INAL LI'GHT PO E C A RADING,.-,p._,, N. .V' J., Y4 !NV `-IV 1z" ........ *_*.111,1111-111 . . . . ............................ ...... . .......... F�FMOVE'ASPHAL % # LOCATE. LI'GHT PQLE REMOVE PORTION OF 15" RCP `DEC % el It % A N N.1.15CA�-I-NG py p AJ7, ROTECT BENCH D­1 . ..... ... .,% :,5: e, "0, % r ­'SAWCUT, ­5, % x 'e % WO A OD PED. CE M.6V-E BRID E e. % /v 1 I,�, *..", .- , , \ \ \", , 4- 1 1 ... . t.. 0`08E, Ix % N OL "J'J WN %% % "A % V ?,$e I': 'y % Y % I, , . -,. `�.'% % x, /* N" pVi, hIVIV, 0� 6,111; F, % % "A % % % BE e 11 e P_ if C­ C \N D (S�E ARCH % P� ORTIOR%,OF SAN"ITARY A VV 111e, _.":_ REMOVE CONCRETE ;se. X� WITHIN BREEZEWAY SEWER,,�INE Tb., N,­ RELOGA TE o� REMOVE SID INLET REMO V E e:1 SD INL E T (GRATE) %) CONCRETE TOP=689.00' SIDEWALK INV. 0UT=685.00'15"RCP--, .e �:N N AOJ'U*S*T'ELEC V% REMOVE SIGN -LID TO". VAULT AND ISLAND .2 MATC.H. F I NA A . XIST. CON PLANS) PAD TQ ��MANHOLE TOP TO BE EXtST. E UIPMENT TO REMAIN i N PURING ADJUSTED PER FINAL AN, D B= TEC 3 E, 0 TED REMAN CTION CONSTRU GRADING PLAN 3' DOOR "`v,;1e3 ,I ew - %%, "N % 3 T 411"A. 'M AT C H L I N`E�, - S E E S ff� E T C 2.-�-2 46� % % A R k". EMOVF, L% b-OD REMOVE/RELOCATE S\TE &'RAI TEAS`7' V%I�Z .... . Yll (2) HVAC ON HVAC & CONCRETE PADS ;Q, CONC. PAD W IL - A ........ .................... ............. ............. REMOVE STAIRS $ (S E ARCH LANS )JA % . ....... . . vv,. W) CO C WALL L 0. Ilk % J, T. % IN Ie 0 V ................. I ............ REMOVE CONCRETE . . .............. i.", ........... i; .......... DO" EX REM RELOCATE ............. .. STAIR ELECTRIC BOX CURB (TYR.) % AN E, WALL e ADJUST INLET TOP PER FINAL GRADES % a ­0 V J % % (3).­10"DEC 5-1 3' (W." 5 1 G PROTECT COOLING TOWER AND TRANSFORMER DURING CONSTRUCTION. COOLING, -PI/ .. ........ s' J Tn\A/ P Tn RF= R NAnvFn ANin T RNji=n nv R TO OWNER ONC GEOTHERMAL SY T M D" RELOCATE ............ .................. . ........... IS INSTALLED AND ONLINE. REFER TO ARCH/MEP PLANS FOR ADDITIONAL DETAILS. REKAO* DOWNSPOUT (SEE . . ........ .......... y -------- 77'. APPR ... OL BOARD OF FEN-CE APPROX. LOC FIRE AND DOMESTIC WATER LINES TO BE REMOVED AND REPLACED AS 0 RG % CONC. lid HYDRANTAND __4... �l L A W1 RA IL % REMOVE E�ASK,�-TBALL.'.'. I AD I PLAN D13, I BAC6ffWWp,. ER, .,.:. .. -:� . . , . . I . . ., . i s �­, . . e. �q- - 0M.,_ 'DOM —R-NA4LTS, ALJ�- RLE COWTY; WROM I. �eeao� . ........ . �& T �—_ - NECESSARY TO ALLOW FOR KITCHEN ADDITION CONSTRUCTION. CONTRACTOR SHALL .-EX.-FIRE ARCH PLANS) X. COORDINATE WITH SCHOOL TO ENSURE SERVICE IS MAINTAINED WHILE SCHOOL IS IN USE D& 4W 8 PIV PER STAIRS A. p RELOCATE ROOF DRAIN. REFER TO ARCH/MEP PLANS Ml G'qAL e %x REMOVE CONCRETE PAD J! - �17 F I % 3 % .4 R A .... .... .... RQLE EMOVE OIL TANK AND ASSOC. UTILITIES (SEE NOTE) AIN ,0 .......... 1, 1. v n­ 'r . . . . . . . . . . . . ....... % ..... .. ... .............. ............... .. .. ........ VE- % REMOVE % %.. .... ... . .. ...... BASKETBALL' REMOVE CONCRETE PAD & I IVV) 00i"? e` A R�MQ IGN (2); CONC. RELOCATE ­wy CONCRETE STAIRS J .......... PORTION OF GbA �S hll"� UTILITIES STAIRS CONCRETE DEMO ONLY x, 49�PINE . . ...... ... ........ ........ RELOCATE ROOF ..... . f',, PR(DTEQT TRE�S IF ADD. ALTERNAI E 316 "e, .......... ...... DRAIN CHOSEN % y % evv% A. . ....... ....... ....... . ....... ....... ....... ..... ...... ....... ....... ,s (W' % V% 4 111 Xlk 'I'. OVE ASH PALT I \L.IVI 4 REMOVE X \"4" CONC SPORT COURT 2 *ECT EXISTING ni� CONCRETE 9, PR01 % AIN REMOVE. SIDEWA RELOCATE (2) DUMPSTERS STAIRS'. . ..... �EMOVE Q,6NC`RETE SIDEVYALK & CURB ev; X LK TREES TO REM ........ ....... ....... . ... t?.) 1 5,ep �77 G N.'. 4 CFf.=L&f= O'N E:M ql�PEWA -REMOVE. LK �EMOVE PORTI iK x OF CUR8 VC PINE 12" DEC 8 8 DE REMOVE/RELOQATE, 8 .......... ..... ..... . ....... ... ------------------ N ....... .... ..... . . . ...... .... _x > RE -MOVE s< . (TY N x >/ X ... ........ �A >< VVA I t R -AND ASSO �IATED ...................... ...... ................ . ......... ..... LINE ............. .'MENT) �ACSA EAS� ...... . ...... x C'U'T* S .... ...... ..... . ..... >< .. ... .. x.. . ...... E M 0 V C (D.-N.0 R E TE x x .................. . .. . . ................................ ...... ................. ........................... . ................................. kEMOVE,* ..................... .......... . ...... . ... . ..... :�� >< < T I OLN "O.F\ Ll .... ..... . ........... ROTECT FLAGPOLE R E MOVE .......... -TP R .REMOVE CONCRETE —P . . .. ...... . .......... -K _,P T. ............. . ............ ------ --- .. ............. ------ ......................... ....... . ....... I I ..... -P�QNS G; .......... ......... .... .. .. ... . . .. .... ..... . .......... ........... . ................................... .............................. --- — ---- — - ------------ - ...................................... I .. ...... .......... . ... . . ..... .......... . .... .... . R :f,;;z . ..... CON DRAIN PIPE �x < .. . ............. ....... ................ PER FINAL X_ .......................... TE ..... .. ..... ----- - ... ...... ..... CRE Emu �E 9 T.O. k < FLUME AN ..... I N LET, TOR V N, ADJU8T INLET TOP R X < T x < > ................ < :> > < > _X > X' > < > >< x^, x x > <: REM �D'v A X- < T-- -N S ;> 01 SIG' _0WER- EM -7 > GR!ADING RELOCATE ;< P UT X" LINE < -M > t>el t x 'OVE'ASPHALT K _x x >< ;> X �X, < X., --- - --------- >< .. ....... ........ ..... ................... — — -- — ----- . ................. ...... . . . ................... RELOCATE REM,'OVE EXISTING SHRUBS AS, NECESSARY F�_ WER'-LI;NE . . % TREES REMOVE . . . . . . . . . . -G S -p ............. ..... ....... ........... . ............. ...... . .. . . ............. CURB (TYP.) RELOCATE ';6014CRETE TC('INSTALL PROPOSED PLANTIN 0, OWER LINE .... .......... .... .. T LIGHT POLE SAWCU REMOVE SIDEWALK ........... ........... .. . ..... . ...... ........ ... ................................................................................... ..... ...... ............................ ........ . ......... . . . .. . . ............ . ..... . ...... . ......... ....... ............... ...... . .. REMOVE CONCRETE I * . i . .. . .. . . '", RE.MOVE MONUMENT*.* P H L I �REMOVE -AS ................... ............... ................ REMOV� > >... . ................... .......... ....................... S IQ* N'. CURB�(TYP.) .............................. . ........ ......... ............ ...... K. $IGN8' ........................ x ----------------- ................. .............. < ............. .......... R� �MOVEM —REMOVE > SIGN CONCRETE CURB PROTECT,TREES X I G N S < REMOVE (TYP.) .......... X; x REMOVE CONCRETE RE-M S IDEWALK & CURB ... . . ..... < x REMOVE x x < ---C U RB .. . ..... ... .�QON-C- RETE . ..... ..... ..... . . ..... . .. ..... > A y ........ ...... < 1> ... . r 6 2:19C 6" DEC dM1W ......... man . ........ . — — -------------------------------- E RL MILL & OV ><� I � I -� J > .......... . ........... . ..... Ile _x RE 0 E ASP A . . .... 12" DEC- x > .1 .- __- - A < . . . ...... X, ><_­­.'�..'F�Nwm_�� . . . . ............................ ............... REMOVE AND REPL&CE ADA RAMP.-- ....... .. EXISTING SIGNAL PUS I TO EMAIN. S .......... ... . . . . . . . . . . . . . . AWCUT .... ..................... snow N Q..._-_TQ::::B, - --- --- STRIPI soon REMOVE EXISTING REMOVjE ... E ACED AS SAWCUT ... .... ...... GATE down ...... STRIPING URB DEWAt�K ............ STOP BAR all mom ....... TO REMAI� ........................... ............ . ... .. doom . .... .. ............... ....... .......... .... ...... ..... . ..... doom . . .... . .. ....... ........... ............. . A V , V LEGEND: V% gown woo .......... ....... . . ...... ...... -memo . .... ..... ....... W MILL & OVERLAY ............. REMOVE CONCRETE REMOVE CONCRETE N G-70 E .......... - ....... ..... .. REPLACED AS . . ........ (ADD ALTERNATE) V -NOTES. I. ....... . .. . . . ......... ON, CONTRACTOR SHALL VERIFY THE DEPTH AND LOCATION OF ALL UTILITY .... .... I, avow PRIOR TO THE START OF DEMOLITI LINES THAT ARE TO BE REMOVED OR RELOCATED, ADJACENT TO EXISTING SCHOOL BUILDING. CONTRACTOR . . ..... REMOVE ASPHALT WITH OWNER'S REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL COORDINATE ago— SHALL NOTIFY THE ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND 01 Glow low . ..... CONSTRUCTION DOCUMENTS. REMOVE GRAVEL 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO INCLUDE BUT IS NOT avow LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT CAN BE MOVED SHALL BE RETURNED TO NOW ... . ... OWNERSHIP FOR STORAGE DURING CONSTRUCTION. mom MILL & OVERLAY 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP, as"M 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE OWNER. CONTRACTOR mom MONO S =20' HALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED EQUIPMENT. SCALE1 REMOVE TREE 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK AND ASSOCIATED UTILITIES, CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE WINTER MONTHS OF CONSTRUCTION. ............ 6 2'0 40 . ... .......... ....... . . . .......... . . ........ . . ...... ..... . .......... ........ . ............ ..... ... UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO THE START OF CONSTRUCTION OF THE KITCHEN .............. ............ . . ....... .... ............ ......... ------- SAW CUT ....... ADDITION. CONTRACTOR SHALL FOLLOW ALL REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL TANK AND COORDINATE WITH ALL REGULATORY AGENCIES ACCORDINGLY. 12M AM UM 9W VIM am ma Im I V= am ma a VIM "em I*M M am Im an qM MW �Rw MN Im 001 va 11M to& Wa IMMM ',a W A I .# MN') Ard. 4:3 4.2' 9'k""', vp. C, -,11 "J'A TM, :A M I 1V1 601TO ka: �Na:R"b YOC UR ViSION AC�41EVEED THROUGH 0ups. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Project Number yan D. Cichocki Ile, No. 53741 y elp, Vt\ IONAL 002-34-00-101 1284 Checked By B. CICHOCKI Designed By K. ROESER Drawn By KROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV,2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 5 SIGNATURE SET 18,MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 -WPO AMENDMENT #2 24.AUG,2022 8 MINOR SITE PLAN AMENDMENT #1 24AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 DEMOLITION PLAN jw,pk- ��wV� 0 I1. . I / / , - . / . ", - ... 11 ".. 111. I 11 I ----" � -­­... ..... 1- ............. I ..i : __-, . ....... ­ . . ........ : � ", I / ol , \ I ,I I � I t - I - - : "'i 1 ' ,.1-:1l`.1_-.. , I i : , . ; - .......... ,::",*.%:.. I , . ­-­- � 11 I I 'R0(..',`;`,` '" I - . - \1_1 I _� / ,, . \ ," -- - --� - ___e_,-­ g-l"­­ 11 I : 1. �'­-._..__.'s . � I . ..* , ­ % : % , ­__ . � I i S ,,,,-­.__._ _,._.__e___ . . \ ,--, , .-,:* I . -, '?, -, f : I * \ .,�% , ` , � ; - I / . % , " ,-­.v , "-I, ­-, : I , . I NOTES: _____ - / I . , t 11.'""?, '.. //I , I "', � ,_ --e--a I ".., i`1.1.14k, Z I/ "I ____ I // .1 11. \ I All�-'�;`4 ,,Y I ------,, , \ : * ,�l,_,�, - . I , , I / / %, � 1 ,I __... __ / � '.1,11 I i 11 i : : %, N LEGEND: � , _2 __ .11, "I *1 , 1. "I � � : I I 1. PRIOR TO THE START OF DEMOLITION, CONTRACTOR SHALL VERIFY THE DEPTH AND . � :. .,- / /. " -.1% I . ( : 11 ........... 11 ............. . ........ ­_11_.J , , ; 11 -11, li, ,�­�-," J I :. . '-. I ...... ��,� i*1 i ,,,'­1__" 11 5 - ------ % '% � 1) k 11-1 . \ 1,I .1 .. I I ,I k I ,/ : .I',- I / . .., I i & Ill LUUM I IUIN Ut- /-\LL U I ILI I Y LINIZ_;�) I rl/-\ I /­\K I U Ktz[VIUVtU UK N LUUA I U, AUJAULN I TO I= . I= . . I : - - .t, . t-�> '.1 '%, � ym 1981mk I I` . / : . I V '� ISM ME 1990 U81k, / : '%. 1.111_� I *1 ii '�, Im MW A i �m W109s9m . , I ,/ ,,, ll . � . 11 mm. -,;Nm Aw-- -In � i.. : _V,11 .,., "I � 11 I I I / n,- .1 ", "'-, . .19M Iffim mm 'M I= Aw . .. ., I I.. I., < I " - "I I. I / EXISTING SCHOOL BUILDING. CONTRACTOR SHALL COORDINATE WITH OWNER'S vim AM IN& I �I �,l., "I", _'... , , I/ \ : , , . I I, % I IS % em M Im gn , 11 I '..':I , 11 \ . J_., I�I�.,.�, � % % wn AW i I �%`_ mm .1 311--l' 11 / I.. \ ".. - , I i � . am M ='IM MO ME , p � MIN IMI RM VM VMAAW AM . AN : � ". '5 . I . _"Q"�""""`"�� � . I 19W . ".-I '11% . . . , � 'T � _­'i 11 \ I .. . , 11 I REPRESENTATIVE TO HAVE PRIVATE UTILITIES LOCATED. CONTRACTOR SHALL NOTIFY THE REMOVE CONCRETE . � '�� , I , - It k , ! '�, .. I . I I 1W Nor � OV ) 11 ,,�.I� i s ! I . � "" 1� . � S S i . 1*1 % % 1 4 . . A I , ? I / C2 CIVN � ENGINEER UPON DISCOVERY OF ANY DISCREPANCY BETWEEN FIELD CONDITIONS AND I 1. ; i�l \ I 1. � I " 1� I 0 �� .... ... ­ ... .. ­ ; 1 *� 1. .. . . A .1 I , I ) I i I i % I I I I * . , I . ; ` A� � '� , . : � I � I / �1` ! . 11 11 1. CONSTRUCTION DOCUMENTS. . I � ; I .1 \4) � 15 1 : / IV. "�� / * 5 ,VR'1i`) Ardk.e-t�, I I % . $ . I : I I .. C � 11: - 11 , In '� . \ 1. . REMOVE CONCRETE i ! \ � I a 1 2. CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT SCHOOL PROPERTY TO Z I , 1, ; . . , -1 , q� � 11. 11 : -1:,, ') --vn I I � . ; I, v, d� -�,­ .:, I � 11 " � � � .f: . I : :F1 I ! 2� .. 1 .. `11 i :1-9 I : / i 11 �, t � �, � 1 INCLUDE BUT IS NOT LIMITED TO SIGNAGE, BENCHES AND OTHER EQUIPMENT. ITEMS THAT �', � ""..", f- ­, , � (ADD ALTERNATE) .,_/.�.�$iD�,,.,e..�4 1 3 1 ", . 1. � -�' . I I : . � I I A : .1 11 .\ , \ I 1.`__1 \ � I ,/, 111. 5 -.1., � I � $ 4 ..*'s ),�.;.,�,, � % 1. , I i , , , , I / : ! I ..." � .F.".. I ". I � i I e Z CAN BE MOVED SHALL BE RETURNED TO OWNERSHIP FOR STORAGE DURING CONSTRUCTION. �:,".. .... \ 11 . '� 11 'i . I ; 1`1 ­­ "" " , *1 11 � " I : / . I . . ! : , e`�"­� I S I ; ; .." : -::.,.,, I I � Z - . I I I.' 1� - � I , , I -:. . 5 1 . . ___ . _:.. - , - - ___ , , , ........_: I I : 11 I .1 - , 1'j,-.­,.% - " ., "'... 1 . �_ ., . -1 __.--�'-.'_1:._`1.*,, /1" i".1,1170' "I 11 I 3. ALL SIGNS THAT ARE TO BE REMOVED SHALL BE RETURNED TO OWNERSHIP. ,�'.,,(,'I)�` ,M,w*.e;1- `-'-t�:�-,,�-,' *211)1'*.'?11".'? D "'.. I I ! 6 W'.... .. , I - 11 " I" 11 'L f,',i'1','1ZPV'1 ..�..,i,,-,%-�.�,��,��5"",",",��-..., " , _; 11 � 11 1 1 1 .1 ...... . . �,._. 11, -1 ,.,; .."'...".., � � ,,/ � \ \ � I . I . ­ � ;1 I � I . I I I �:�� . , 11 . I : ! ,; t , "I � I 11 � 11 2 I If - , , ,I I- tf 11 *� ; '%, I m q'�,�,,�'.�, �`,(` -��'��,�%;.; I I I � I *':;­�'. ­�A,,�.-,, I : ; ; ', I I SCALE 1 =20' 4. ALL MISCELLANEOUS EQUIPMENT NOTED TO BE RELOCATED SHALL BE RETURNED TO THE r"-tj�-'�,!�,,:��,-,�",-,.,.-�51*.��...:',,�,�", 2'29n"? - *VV'��,).�;h.' 8_*," . � .. , I � / .� % I 1 5 1 4 1 1 � . ­1 . : .. . I .. :/ �, 1. I \ � i 11 ! 11 .1 REMOV A HALT I : : .1 I � . 0 . � �1/ .. . � I *1 "i. 1� . '. � i %, 5 t I ? .I- . , w . I I , ; i\ : .. , 'i .. 1. � ) I a � I ; '11. .". � I \ i .\ 7 1 I I I OWNER. CONTRACTOR SHALL COORDINATE WITH OWNER ON FINAL LOCATION OF ALL NOTED i 11 11 a I I . I -1 % � : i� . 11 i : I �-� . . 5 I * ? .111' ; _�­ .."'. - ", I-- ,; � 11 'i. I I � ; I � I- � : . ) . /' ; � % I '. i � a � I a I . * ... � 5 1� 11 I . I I � ? i *%_ 1 . . // 1i .. "I'.- I_ *1 . I 11 ; ". "11� � I % 51 . e I i i . , I �\( '�, I I I I EQUIPMENT. 0 20' 40 5. PRIOR TO THE REMOVAL THE UNDERGROUND FUEL TANK I . .... "', I., .. . 0 � I ; / ; )i .- , - i t � " 51 % I I f � i ...... .. 11 0 . , f , - _'j .", " 11 I t ; I .1 I � 1��_ ­-., "\ '*1111 *1� I % I ; AND ASSOCIATED UTILITIES ) REMOVE GRAVEL le, / .: I I I . , ; .1%.., "I-. i I i : 1. � ) I- _�.. -, . 1. I 3 : !­ '. . I I '� 11 � .. '­ CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND TANK FOR USE DURING THE . I � I 11 I ; -11 '..... -,-.: - ae­ - � I I I -.,, , I : $ " : I- ..., % �11 �. 11 � .1 $ � : - eel, - - �`. -.1 I , 11 , ., : .., I � . , 11 3 1� 411, - II I ! i , _.- 5 1 : --.I- .. � ! , , ._-.11 , � . � I Ill -..-l..-,- . I ...-. 11 5 . I , � � . 11 , I � � I I . 9 I . *11 . , i I . I ; i l,:,..,,_, I,' ­1 ._ ,...- - ,-�\ I I � , I 11 I � WINTER MONTHS OF CONSTRUCTION. UNDERGROUND TANK SHOULD BE REMOVED PRIOR TO , , A .- -­ -.4, � ......'.. - 10 .& , 11 I , , � I " � 11 , . 4 � ?I ". __ -.1 . .... ... 4. 11 t � , I � � *1 I J � � , ., -'s. 1. . .. � : : : ­1 -.1. � � 1. I � � *11 I I � 1. / . 1--`%, - /' . % I : I % 1� � THE START OF CONSTRUCTION OF THE KITCHEN ADDITION. CONTRACTOR SHALL FOLLOW ALL MILL & OVERLAY E ., - .0 . - � `�::-::::�:,�.:�: i::- '* .�. zl� , .-.*..-- ::�01 '�:�i::-%-:::�' I i I e % 1) ! .* � I � 2 ., �� � I 6 . � I' f - , _1 I I % � I ; I . , * ".. I I � . 'l, . __ ", ., .1. i I *% , % , t $ _., I'll .... � - .._ . � .. I I I . ; - , I . $ 1 - - i i I , 11 .. : . % � I I C I i REGULATIONS ASSOCIATED WITH THE REMOVAL AND DISPOSAL OF THE UNDERGROUND FUEL ... , "i �:-. ,-. - - ., �� :* I : - . ­* 11 . I �.'i if: & � �.__.'112 M @-�r--.-, 4 I . � I . : ! � ;41 - .. .­­� ... � 11 ; 15 , ­'.". . I 11. , 11 � : I ­___;;:.X1.1n­­ '. 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I \ . \, i , � i � I . ,---,,­i, 'i. ­%11, \*1 - C� I ,,� \ `1 I ­1 ..... e.". 11, I � , ,* - . il "I" . _i, - . \ "I. \ _,f�l- 'R i % DATE 10,AUG.2020 25AOV.2020 02,DEC.2020 05.FEB.2021 18.MAR.2021 28.MAY,2021 24,AUG.2022 24.AUG.2022 24.00T.2022 3,JAN.2023 O)Al(�_ ' � � ic/ ?r3 �u , If 4 WIDE YELLOM STRIPE YP.) SEE VAULT DETAIA APPROX LOC. TEMP FUEL OIL LINE RUN LINES A86�E GROUND (WITH PROTECTION) AND MA E CONNECTION ­TO I EXISTING BURIED LINES OUTSIDE BUIL' ING. CONTRACTO!R SHALL VERIFY LOCATION F EXISTING LINE'$. ADVUST GATE ADJUST VAULTS, AVLVE PER -FLOW PREVENTER BACK HYDRANT AND PIV PER FINAL GRADING PLAN 4111011111110 __--AN Savo avow TO pp ^ L '-1,27 �UTILITYm/x�mr�a�� RO ���(���Kj[�� LAYOUT �� ' PLANRD ppRO -LARDI APPP CONCRETE SIDEWALK GRAVEL ROAD allow =� == �=�====� sow~- �-�^~~^�~ CDNTRACTDF{SHALL PF<O ABOVE {�F(OUNDOIL FUEL TANK VV|THCONTA|NK�ENTTDSERVICE HEAVY DUTY CONCRETE REINFORCED TURF - THE8CHOD NNG~THEVV|NTERK�DNTH8VVH|LECON8TF�UCT|DN|SON{�D|NG.CONTRACTOR |STOK�A|NTA|N _- -___ =� =~ --~-__ _ —_~---------� .======~� TO ___------- - =~ == cv----- == VVH|LESCHDDL|S|N8EGS|DN8DUR|NGTHETRANS|T|ONTDTHETEK�PDRAFlYTANK.F{EFERTDARCH/K�EP HEAVY DUTY ASPHALT B|DF(ETENT|DNPLANT|NG5 P ----'—~-'~--- ------------ �� =====~==~ DRAWINGS FOR DETAILS UTILITY ROUTING. �0��0�� ` _�------- ___~-��-- ====� = ' ---- __~------- =~ �� 2. AKNDXBOX8HALLBEREQU|REOFDF�THEPRDPO�E�BU|L�|NBA�O|T|DNS.CONTRACTDF�SHALL�OOF��|NATE �=�==�=. __---------=~ �� �� VV|THTHE F|F<EK�AF�BHAL'SOFFICE FOR FINAL LOCAT|(]N LIGHT DUTY ASPHALT K�ULCHPLAY AREA . -- =� " 3 EACHDUTDO(]F�LUK�|NA�EE(]U|PPE�VV|THALAK�PTHATEK�|T83000ORK�ORE|N|T|ALLUK�EN88HALLBEAFULL \ . . ===~=== CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOININGmaw | | o ncu/ucm/v+Lm/m�./�.occ�//crnu/urwc/m�.Oncc/run*um/mm*L/mrur�w»A/mm. xorn��/ /uocw,/��cum`�vcn��/u a/vmcuuo/ � � 4 B|OF�ETENT|DNBA8|N8�AYNOTBECDNSTF�U�TE�UNT|LALLCDNTR|BUT|NG��A|NAEAREA8ARE8TAB|L|ZE� ' GCALE1"=2O' - �r��=eeo+e� ` B|OF�ETENT|DNFAQL|T|ESk�U8TBECDN8TF<UCTEO|NACCOF7DANCEVV|THVVPO2O2000038PLAN. ������� ���u��p S. CONTRACTOR SHALL SUBK�|TSHOP ORAVV|NGSFOR CONCRETE RETAINING VVALL8T[)CIVIL AND STFlUCTURAL EXPOSED AGGREGATE ��RAVELF|LTEF�STRIP C400 ��� � ENG|NEEF<8FOR APPROVAL PF7|DRTDCDNSTFlUCT|{}N 0 20' 40'| k�����] | Aff AW low in V W � .:. •?nn pr . -, :fit: >}: s; .r.:4 •' {., ....... .... ... .... . ... - T° 1 Iv°I rq YOUR. ViSION.. CHVE QED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 s � as. Aryan D. Cichocki !Z Lie. No. 53741 o 10NA L Checked By B. CICHOCKI Designed By KROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18,MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN,2023 LAYOUT & UTILITY PLAN - f 11 I 6 , 4 2)V?C NOTES: ? . I , " 1. N �; i-',,',.E--',- 20, P" `3 1. CONTRACTOR SHALL PROVIDE A TEMPORARY ABOVE GROUND OIL FUEL TANK WITH CONTAINMENT TO SERVICE 11 1, �1�n ! , I, i' ��--.,, 6 , s THE SCHOOL DURING THE WINTER MONTHS WHILE CONSTRUCTION IS ONGOING. CONTRACTOR IS TO MAINTAIN . . I 4 . 4 � . . \ `11�-. 11. I i ACCESS TO TANK SO THAT ACPS CAN KEEP IT FILLED; THERE SHALL BE NO GAP IN AVAILABILITY OF FUEL OIL �4. COf 11 11� ., \ I " � " '. *11 . I ? --- ". . . .. 4 .1 , � �, . '. " , \ 1. / , , ­ 1.11 1.1- .. 1. \. `%� 1-1.1 ."'.. \ \ 1. I \ %. ,N� *1 , � J, ` -- I— _ -, 11, WHILE SCHOOL IS IN SESSIONS DURING THE TRANSITION TO THE TEMPORARY TANK. REFER TO ARCH/MEP "I \ ".. I, '%. %� %'. **, \ "', I - ,..- 111. ". \ " ".. t \ i. . \ ,?v--? ��'.--I,27 --. 1, . I ' I ? .. 11 '. DRAWINGS FOR FURTHER DETAILS AND UTILITY ROUTING. . .1. , .. .. Ii., -, . '. -. I i " I W., **:**" .-- ". "I . , - \ , f 11 - ­ . I , 11 *11, "', \ '.. -1 -.1 .. 11. 1. ; -.- -,- .", ... It . '.. 1 4 -, .. . ........... 11 ........ . "I ". 11-1.)II '-'.;...... �"- .. .... .": 1,1% ", ,r-- I-, S I': � - /,;. , � . ..... I ........ - . ". .".. .. . HEA 11 ... 1-!--.,:!!M ...... T� ,61.1".. "'.1"t. 4"! , I.- . I , �.,'?. " - ". , ".- - � I , .. 2. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING ADDITIONS. CONTRACTOR SHALL , . '! . . I - ,..;? ." %/ I f %- X , ", !,/;"i ".., ............. I ........................ : ........... ?�'�.- .;Cil . - II " -...­... . .�-;, ..... ... - ..... - 11. �I **.I -�;�', - ---- .... --,-O..-O-- ......... .. ... - , . ;?... ......................... . .... - ............ $ �-;,i-` ............. ` - I %...I. "..i.'s, . - tz i,:��- ------,N'-,--,i ............... -- ---- - .7 - -, ,!. ,;;, �1 i. - - - .. '... -.I ............ -,I,,,--,"-,-,. 11 %1;"iC -e -- "", " �------..\...--- 11 . . --/',,? " *.. .. - -11 - - . . .1 " I ...- --- - - ------•- - - ....... .1", I . . .. , - - `- I . , li-I .- ;. . \ * . 'Z,.�/ I -1-..---..-- . ..... -.- hP . .... -- ... t. 'I - I I � I, .� U..! COORDINATE WITH THE FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. % 1. I - - F I I , - - - - .", .. 11. % - `7 *11 . - - - - . .... ".": o , ", - . "I I "i'l, 3. EACH OUTDOOR LUMINARE EQUIPPED WITH A LAMP THAT EMITS 3 000 OR MORE INITIAL LUMENS SHALL BE A ..,...,.....,...,.,..........'..".,....,...........,.-..,.....,.*-*-*-1-11I ......... . . . ........ ..... .... . .... ...... . ...... .. . , \ I %. , ........ .. is 7 ,--., ) .....I.I.I...I.I......'.... -. \ I .... � . .......................-...-.. ......... ,..'...............'.... , % ; ",� -.-...-.-.-.-.-.-.-.-.-..-.-.-.-.%..- . *11. N, 1%. "I... .1 -.1 i \ ......... ,...............,'........ I,, %. '% FULL CUTOFF LUMINARE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING ..*.-.,."."."."..,..I."*......".*.,..,.'-,."..'..,..."...*,..'- HEA \ 1. . '*1 11 i -.1l.-l."..,."..*..l.'.*.*..*..,.*.*"."..".,.".,.".'.,.".'.,.."'.l"lI 4 "Ill, ""."""", 1-1................ I ... ........................... , "I . \ .............. ------ *-'--.-'---.---.'--'-,. -.-.-.-.-.----.-.-.-.-.-.-. , , ? % \ ...--..-....--..-.-,-.-.--,- .. $ � '.. RESIDENTIAL DISTRICTS. SEE SITE PHOTOMETRIC SHEETS FOR ADDITIONAL INFORMATION. S %11 `i5 '`kl "" I'll. '1� .1"., . 't. "I ,. 11 11 �� '%-.. \ i '� .. I " '.. 11 '% 11 I "' 0*1 \ % 1�, .., . "'.. "i. - "I ? "ll 4. BIORETENTION BASINS MAY NOT BE CONSTRUCTED UNTIL ALL CONTRIBUTING DRAINAGE AREAS ARE ........ 1, . ,%. I ; \ 1--� , . \ I ,I."..I..,, .%. -.'-.,I(* .-'*.-.-"0I. 0- .*,%,11 . I11w% ? ,!. ".- - . . . - I . 11 .1......-"1.;. . 1"... % 1'.."- -. ...1,f.11.-.%I ,..%*--..,-..u..,..-. sI,.* '",.Il.-I". .l ...�,. .. - a.1 .ea ... e a I.. " 1-.. .-. " . 1. \. ...-.1.,'- %. - -..,, ,.,. . --. 1111"11I1% o( 1-? ESTABILIZED. FBIORETENTION L FACILITIES CMOUNSIS TTBREUCONSTRUCTED ONSTRUCTED IN ACCORDANCE CCORD ANC E WITH H WP -. O2102 000, 039 PLA. N I . i .. ,._.....1.1.:.....-, ..... , -. ..-_.-..--. .. 1 .......,;;1,......:. " 1 .!I.., ...'..-',..- ..,..- ..-. : .:'. ...:-1 ... d....,-.;"1;.-...- ." - I . ..'l, ...:1- .... -1 ALISGPFV- -.... ...I 1- **** -11, ...... ..- --...- S ,%11- . 1 . " \ � I \I - ... ," - J.-...- 5NCRETE RETAINING WALLS TO CIVIL AND STRUCTURAL---4.....--.-- ....-11,---...-, ---.\.- ---.......-----.....--"",-':""' ,f- '-1 -- .- - �e��.......1..... 11- ......- - !4 Il ---..-...... -1 - -"-�- " , I 6. SEE SHEETS C6.0 - C6.3 FOR STORMWATER QUANTITY AND QUALITY FOR SURPLUS SOIL AREA. Z, " II 7. U12 SOCCER FIELD IRRIGATION TO BE DELEGATED DESIGN. CONTRACTOR IS TO SUBMIT SCHEMATIC '.. - -%.', - I '11, - --',-1. IRRIGATION LAYOUT AND COVERAGE AREA TO ENGINEER OF RECORD FOR REVIEW...-- - --0 . - ..- I -., - "'x,�- EXP I {- . --� --, N ,** f----- ----." , -1DRAINAGE AREA TO DITCH = 0.99 AC co �� $ -� , I (O . . \�\Ib RIPRAP DISSeIRATOR y TC=10MIN 681.38' ,-, I \ $ 1(2)= 4.03 IN/HR Q(2) = 0.35(4.03)(0.99) = 1.40 CFS I %> I 1(10) = 5.30 IN/HR Q(10) = 0.35(5.30)(0.99) = 1.84 CFS co. V(2) = 3.19 FT/S (ALLOWABLE VELOCITY = 4 FT/S) ks/ l-- )11 , s ,. � .I I ,. - �- GRASS LINED DITCHV_0.75' \ �, - n=0.035; S=5.5% .> . ,I i I: ? 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ROESER ISSUES AND REVISIONS NO, SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 1 O.AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV2020 3 WPO PLAN RESUBMISSION #1 02,DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB,2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24,AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24,AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24,OCT.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 LAYOUT &GRADING PLAN (GRASS FIELD) \�U v.. ' " ::21: i f .s; .} �f;t t t.a{.:f :./a 1 1a:} "3t .).•: ; ... ,3 <> > 3 ti i f .j.,It £.}t�i i i'...'�:.. t-. s.c. >t:�s. '�'? f/ •j L� < ss �',-, 7t ; `at":f= off W T [M N Rc ...... )U: YOUR. VUSIOWACHHYED THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 cyan D. Cichocki v Lic. No. 53741 � 0 0 3 ONAL 72 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 GRADING & DRAINAGE PLAN C500 . % q/ % % ti ........... ............. . ........ § .... . .......... .... . ....... .................... . ........... ......... - . . ........ ............ . ........ It . . .......... . .......... . ............................... ........................................... ............... ........... .......................... ........... ............ ........ ................ .. . ............ ............ lZ 151 1 ....................... ....... ....... .............. .......... ...... ........ ............. 3 It dl ... .... ..... ..... 00 co Q0 6,90 3 t ............................ ......... .. . . ....... ........ ........ ............ ........... ...... ..... .... .......... ............... % % ...... .... ......... . ............. . ............... ................................ ... . ........ .................... ;_7 . ......... 00 . ...................... 00 .......... 00 4" SOLID Q0 co TIE TO PIO co co 00 co 00 co . . ....... ............. ................ . Z veep- co "I NS R B IORETENTION FACILITY 3A t WEIR 309 ... ....... C', 'Z PLATE 10 co (D 6 0 8"�� (3 1 2-,�' ID AW cy SWM #2 "�l 0 %L 0 F OF 481, CMPI T )ETENTION SYSTEM, 0. 2 S. E q �OPE TO OUTL , ..I ................................. ....... ....... . ....... LEANOUT 4-- (I Y H.) ---------- - - �7cb 316 J ---- ---------- 14 .................. ............ .............. .......... 1 4: .......... .............. . ........... . . ........... ........... . .......... . ........... % 11 % eP, % "I f el 41 41 S�l 41 .1 dl 4e IS N ;l k ? NOTES: 1 TOP OF THE 4" UNDERDRAIN WITH FILER SOCK LOCATED WITHIN THE PLAYGROUND EXTENTS TO BE INSTALLED BENEATH THE MULCH LAYER. CONTRACTOR TO PROVIDE POSITIVE DRAINAGE .3 WITHIN UNDERDRAIN PIPE TOWARDS SOLID HDPE OUTFALL. 2. CONTRACTOR SHALL AVOID DISTURBANCE WITHIN THE WPO % BUFFER TO THE GREATEST EXTENT PRACTICAL. Xl`;� EXISTING SOCCER FIELD ) % 3 % I 4 J % f 0 W15,F Y 09 CW OL B OA RD OF .LBEAMRLE iNTI� MGMA D_ 'on m9*, RIPRAP OUTLET PROTECTION ZO��,� RA fRURA.lt. AREA$� 0.5'AVG DIA. RIPRAP CLASS Al WIDTH 1 3.75' WIDTH 2 5.15' DPE TO 4 SOLID HDPE TO LENGTH 7.0' E VIA AN TIE TO PIPE VIA AN DEPTH 1.0 TA -TEE 11INSERTA-TEE ..... ........ ....... ...... . ........ . ....... . . ... t % .................. 306 303 or AEF AW �AW AML_AK 1 =20' I -A n �r, 4', V ......... ­678 a' -vU N D-E RD RAIN' 0;> 4 680' 'a. W/ FILTER �OCK (TYP.) 681, 411 U N 1) 5-RD RAI N 0 x� 683 41f A KS100 TRLNCH D 4" SOLID PE A R QIGRATE),� ---BIORETENTION BOTTOM N ELEVATION 683.50 t S Go V h Q0 `U DERDR\AIN 4 4" UNDERD IN ..... .... . .... ..... -01-F-I'LTER SO- W/ FILTER SOC (TYP.) (TYP.) TIE EXIST. ST RM N PIPE TO STRUCT E 214 6(96 % 4 `3 A' 'CE.S8 E V 9 1 R Y:ITH"VDOTMH 11 ------------------- ��� WGRA -FRAME! A 4 -ug R Y "t < 2., (TYP-) I ION F B I ACILITY 2C t.._.. 'A y 6 ....... I C) A.�A_ 1:� % RIPRAP 14% 0 00 Z 01 N ON OP OF ONC. SLAB - ILIZATIO 0 ........... ... -- —­687 1�0_ —688 f 688 GABION - ------ - ------ 6 90- C) X ..... 689 0 FORE �AY ............... 5.0 % CH�INE - SEE -..SHEET Q R 0 D E N T G U A R D 689 0 D V, 00 MAT 691 M'A No M Im M tAw % J, FIE EXIST. PIPE'TO -ON- ... .. IORETEI`�Tl ...... 519 % ",PROP. INL N\V-t-\AP OUTLET;,� ,PROTECTION, Ile RIP IiIP ........................ % .... .......... T'. PIPE TO %RR ,,I N L ET, F., ................ Z ..... TIE EXIS 0 P ELEVATION-\ BOTTOM. O.r-'AVG DIA. 6 8 5 25,�'- .9 .............. . ....... .. .. ......... C ON, CT[QN 4.5 EXIST*., ...I,PE PRIOR TO STf�U eONTRACTdR,TO CON.FIWL-.QCAT ONOF CLASS Al .............. WID�H 1 WIDTH 2 6.1 Y 231 DEPTH k.0 - - - ------- ---------------- J.' '��NGT\H 8.01 a (TY V ... ...... V 06' U l0r) V TIE EXIST. PIPE TO V -'S % % PROP. MANHOLE. ....... VN CONTRACTOR TO �pl OVERFLOW DRAIN % OF EXIST. PIPE PRIOR CONFIRM LOCATION EMERGENCY J % 0 TO DAYLIGHT .... ..... . . .... TO CONSTRUCTION. % -ROOF % I �11 ADJUST CONE SECTION 32 TOWARDS LEADER TO �--[PE viA.AK' PLAYGROUND OF MANHOLE TOP TO % PUMPED ALIGN THE FRAME AND INS`RTA-T�E OD1 — ----------------------------------- ---------_-_--------------- S D HARGE OF NE 1 "=20'' COVER WITHIN THE I IDENTAL > oll . I � lly f ADJUST INTER AL 40 693 KX::� CONCRETE SIDEWAL TORM ATI�.R.­­ N THA RDI �OLY. STEPS ACCO T E R X... .... .......... v.h.,R, 4 -'14,29 6, G �R I'M MOON: 400& U: Oak YOUR VUSiON ACtfl�EVED THROUGH OURS� ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Proiect Number :2 yan D. Cichocki �e, lie, No. 53741 IONAL 002-34-00-101 1284 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE I FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02,DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR,2021 6 WPO AMEN DM ENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 GRADING & DRAINAGE PLAN 0 C -T T S % NNI 6 9 0.2 8' 678.02' 617.43 e 678.08' 6 2.8 6" D2 67A08'N --- ----- -- - no N I .t. , " '' , " 11 , , I - I. ................ . ............... ............ S 692 689.26 .;.,f v I, 677.5 H % % ­,\ 11. ..................................... .................... . ....... . . 11 % e . .......... - - "4. X.: . . . . . . . . . . . . . . . . . 4' f c i. % 689.26' �90 7.47 tXD Amhfte_t. e % -cm 'o I Vf:T 6 e. V. 8 ENE �5_ tzfff:�11_ IT C n 91.64' 6 ...... e 67�,5' 8 4 4 9 'S %"% 141 6tf B 'N -.1, ... . .......... TC % nX. f CI ............ vk;',� % 691.8 -GND % I , / N11 GND > 692.96' TC 690.77' TRANSITION 691.6 6 .001 92 '41 G-7 D) A 693.42' % 0� % % EX 693.13' % kt 693.27'- I ? T -1 �I 692 % e-eZ TC_' 2.20";' T C N 692.57' % f % 3.13` �51 _5 692.94' Ra..._2 -F7 F� TC E 4:: 6 f \MAT C H L I N%4E SEE S41�_ET C" 3 % 591 693.02' T 693- 694.72' 69 R 0: UP 3 `HIE'VED THROUCH 0U9,S. I Eli M IIIIIIIIIIIIIIIIIIN M M iii'mm YOUR.. ViSION At, I % V 0 691�4' ......... ­­e­­,!�; . ... .................................... . .......... 69-1-421 ............... .......... e:'. 693� 4' V ... % . ................... FFE�= 4 _680.75' 6 - - - - - - - - - - % el N 680.4 % ......... 680.5 81 691.50' It ... .... % 695.9 TC MOVEMENT t % N t .... ... Ai. 0� -L C" C E % t OLM ADDITION t. -Y % TS_ 6' COM'Y'Y SCHOOL BOARD OF TW 7*s-'�./;U`j T,..,-V XXI 680,75'---" N 69 TS EXISTING CROZET -le SC -hools 696.17' z5`16 FFE=693.42' e I " I` ` "', 693.37' TC ... .... N-693 50- (71! [FF` Q.9 3.4 2 % =693 FFE=693.42' J� C) F F .42' . ... 693.25' 693.25' (b-z %t t Z 4LBEWRL'S C04MT WRGMA 693.25 i"'Y 4- j B S ELEMENTARY Da 1W pa 40 33' --695.�. p/`e11 739.,51" 692. -u SCHOOL BUILDING A BW 693.42' 693.25' t ... . el 694.32' BW B.VV PROPOSED ;J 't 25' 0C __ , f I I ", " ;. 693. % 693.32' KITCHEN TW B W :Z jN % 41 Z T W C0N`*i`--?f�",, ADDITION 693.42' ALBEMARLE COUNTY PUBLIC SCHOOLS e 11 0 �4:IIIII- wl�$..`;` 694.32' BW % ............. ...... TW 692.33' C 694.32' 9 2.2 9' A, 4 06 t 702.1�o B FFE� 692.32' 693.42' TW % 698" CROZET ELEMENTARY TC TC 1092".7 5' 698.06' B W .%BW B W TW TW SCHOOL ADDITION 699.44"--. 694.32' 694.32' 694.32' e Z" 693.16 he TW % % I Ni 692.090 RAD E-- -704--� PAAX 2%,G 8.13 694.32' 693.32' E /7702.96' RENOVATION AND SITE 697. W - ----- --------------------------- % BVV .............. FFE' 702.35' 699.0,1 695.58' 703.74' 693.55' of I 'i. ./,ee I IMPROVEMENTS 593.0 BS BW ADDITION 4-­ 8A 692.98' % % v ....... ....... 693.32' 00 . ....... . 7 03. 4, ..... 3.0,0 '703.95' 695.03' NMI, 0-) TW r-702.73' :5'. ee BW .." . ...... ...... .... ....... ...... ....... ....... ...... 'ABS 693.00, BW W CLASSROOM 6 9 8 N. N ;% i:- % % \. % ... ..... BW -695.15' 1407 Crozet Avenue, Crozet, VA 22932 7 0 3,95' 693.55' f W 14 DDITIONAL RIS 1 11 1 1 402,J8' 702.64' BW 695.58' 9 TS ) -�'O - 70S.85- TW . ....... 1_70� 703.24'---,,. 7.93' H E \-703.85- 703 703.69' 698.08' F) 17 r) co 694.78' FFE 702.31' 693.42' co 'J TS % TS TS 701.17' 7 % ------ ----------- 93.88' 6��.38- TS % VMDO Project Number 1284 % 6,0AW 7102 22' -67' 702.20" 69 7. 1 b' 703.08' 697.67' A W BW VDOE Project Number 002'34-00-101 X 2 700,85' 1:: 702.01' 702'0 241 703. 81 FFE=693.42' \--BW 70 i 6697.6,� 697.5 ,LO FIFE: 68�15 i TC 51 700.88' 700.64' 700.85' W _0 xe $:�; " Z $ �41�,Qzx�, X_ ". J1 .......... U7 .37' E R 700.88' t UU.J0 701.93' �'-701.99- 700.8 00.78' 10 8' TUR�� D�.Jyv -HP ---­2 . ..... 700.85' -3.42' 696.87' BW- \-BS 701.53' 69 4; �1` 1 -698. r-TC-BC 1.52" 701.69' J01.7 698. ee, . .... ..................................... 69.�.87' 700 TC TC- E P I f -J TC TC 1.0. 697:5.7' ..... 701.20',e, J 701.22' 7 0 0.' 9' f ? I . f 697.81' 3. % 703.38 TC=- I 01 25' TC-BC ­7 701.89' % 700.62' EP EP RIM W '93.4 -77. 6 6 TC-BC J 696 C SEAT WALL TC-BC 700.72' 98 10! PP TC-BC 700.73' 0) 701.66' 697,31' 701,54' X*-t .......... ............. ............. ........... . ........ ............. .. ............. .............. ----- TC x TC ......... ........... .... . ..... X. ........... ............. .......... ... ............. ...... ............. ............... RIM T ........ ........ ............. ............. ........................................ BW .......... ............. ....... W J 96.1b' N 696,87- TC . .................. . I.I, - - - - - - - - I "Ill " , ­ ­�� . %Wl- A , I Ile, No. 53741 TC TC TC TC 6 9 8. 16 699,22' ....: - I. - - - ., %. 'V 700.62' 696.88' 700.68' .......................... .... . ............................... ...... 697.45' i / - - 1`, 1 701.18' 701.06' ............... t ""s YPI % BUILT CONDITION. LOWEST WALL W . ... .. ......... .......... ...... ... ........ ........ 696.09' ...... ..... ....... ............. T ­ , .. .. I -­ ..... .... ..... . ....... F_ . ............. .... ............ 77 ......... TOP SET BY GRADES HEREON, '94. RAISE WALL HEIGHT TO MATCH ­1V TC C 6 9 6.-'. 3 697. .... . .. .... .... . U . ..... ---- ---- 68'0,75" ei 697 . 97' ..... 71 ............ ......... EaL, . ....................................... - - -------- x ...................... ONAL TC ele-111,1111-11��-��--����,��e�e��ele,_�,,,.-.-.-,-,,.-I ....... . .. . .... . .. . ..... V N" ............ ...................... .............. . ............. % ---- ---- --- . .. ..... ..... ..... .. ...... .... . . ... ---------------- ..... ..... ..... ............. A 696.19' - io ..... ..... .... ..... . ..... ..... ..... ..... .. ..... . ..... ..... ..... ...... ... . . .... ..... ..... ... ..... ..... ..... . ... ..... ..... ... .... ..... .... ...... .... ..... ...... ..... .... ..... .. .. .. ... .. . ..... .- % L fe . . ..... ..... ..... -T TC T1 TO 696.90' 6 698 71 6(9 Checked By X\ A 697.00 TC ci B. CICHOCKI TC er 699.22' 69 EP V, _0 J1 �6.80 p 0 E 681 99' Designed By 6 8 2 20�' K. ROESER TC CY) 13� 0 CP 692.6 (0 SEE DETAI <� SHEET 1 1­ 1 It i 696.8C' L THI, 691.5 1' 0- Drawn By A Q0 % . .... K. ROESER 0- - ------------- X Q> T C x, Al Q) e_$j: Q�N 698.98' CP TC 0-) % -.697.7 699.00' OU 'N A el TC TC TC.......... .... '�083 07.50! 699.14' 698.88' !L TC N TS 692.8 ND e 8 6 .. . .... AVOW' .................................................. ;"6 % 699 TC 695,28'T\ N ,�A e ­e .8.4 t eo ................. ..... .. ...... ......................................... ............................... ........... --------- .......... . ........................... ............. ............... ........... J 699.b2' 69 t...x TC TC TC TC 701 6 .15 700.32 e 702.32, .. . ........... .v ........ Z ........... -GP ................................ n­ J, .............................. 696.03' ;m� - -I, . ........................ ......... �:, ........................................ ... ........... T ....... 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I . . . � I , I .. . . _. . . I . . - I ... . . . . . . I . . � I . . . . . . , . . - . , 11 , . . + , , - . . .. . , . . .r . , ... . , .. . . . . . ... A . . . . . . 1( .., ,:. . . . � .. e-A .- .. . 14 J* 1.:. I yan D. Cichocki t4 0. .. 410, 4pu Lie, No. 53741 ;-�l � 4 I . � I Y�6 0 - ... " �� 1/3 lb5 ll�.. 4`�Clpo 10NA1, _11­ :.il�492 ?� 002-34-00-101 1284 Checked By B. C.ICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS . NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 � 02,DEC.2020 4 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB,2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMEN DM ENT #1 28,MAY.202 . . 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3,JAN.2023 GRADING SPOT SHOTS PLAN 0 %lv�- lr,l g3 � 5 CLEANOUT STA 12+52.78 CLEANOUT STA 10+15.11 1 TOP 691.88 INV IN 687.22 (11-10) INV OUT 687.22 (10-EX MH) EXISTING MANHOLE STA 10+00.00 EX2 TOP 692.02 INV IN 673.44 (EX 8_ PVC) INV IN 686.92 (10-EX MH) INV OUT 673.20 (EX. 8" PVC) 7n5 INTERNAL DROP CONNECTION - CLEANOUT STA 12+23.84 TOP 697.57 INV IN 691.42 (14-13) INV OUT 691.42 (13-12) CLEANOUT STA 12+19.79 TOP 697.52 INV IN 691.32 (13-12) INV OUT 691.32 (12-11) TOP 698.24 8. INV IN 691.97 (15-14) INV OUT 691.97 (14-13) CLEANOUT STA 12+79.51 TOP 698.74 INV IN 692.62 (16-15) INV OUT 692.46 (15-14) CLEANOUT STA 12+89.17 TOP 699.17 INV IN 692.86 (GT-16) OR CLEANOUT INV OUT 692.86 (16-15) - 'FOP TA 10+89.35 694.56 NV IN 688.71 (1'2-11) NV OUT 688.71 (11-10) 700 700 EXISTING GRADE0-100 PROPOSED'° 695 GRADE ...... ........ ,�`' EXISTING ......................... ... (� .P VV R' 695 LINE 690 ........................................ ....... _.--- PROP. ........................................ P . 8" ............................. ......... ....... .................... ..... .........G. - ................................................................................... T..1.6.. 690 t WATERLINE 13.01' OF �3 c�3 0 �� 4 PVC �C 1" COPPER ,8.94 14-13 OF @ 0.50% 10-EX MH WATERLINE 6" PVC 16-15 685 ........................................... 1.5' .....................1.5... -l...OF................. ........... ........................................................................................ ° 1.89 /o ............................................ 9.66' OF ......................................................................................................................................................................... 685 ` 6" PVC @ 2.00% 15-14 26.73OF 4" PVC @ 2.50% 11-10 6" PVC 74.24' OF @ 1.85 6" PVC 680 ............................................ EXISTING 12" ................. ...................HDPE @ 2.00% ............................................ ....................EXIST.I.. ....................................................................................................................................................................................... . . 680 STORM.... SANITA G...B.��..P.V.C.............................. Y SEWER s 675 675 ......................................... $. ................................................................................... .(1�.0).. .H.C�.P.E..G�E'OTH'E�RMAL.. �y.. ................................................................................................................................................................................ WELL SUPPLY AND RETURN LINES 670 ...........................................................................................:........................................................................................................................................................................................................................................................................................................................................................................................................... 670 665 665 9+50 10+00 11+00 12+00 13+00 SSWR 15 - EXISTING MANHOLE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 14+00 14+50 DOGHOUSE MANHOLE STA 10+00.00 TOP 675.59 INV IN 667.85 (Ex 8" PVC) INV IN 670.31(10-9) INV OUT 666.75 (Ex 8"PVC) R85 INTERNAL DROP CONNECTION - 7nr, ,:f:I6^1 EXISTING GRADE 680 - 680 ............................................ ................. ......... ...PROPOSED.. s'................... GRADE 675` 675 BUI DING - 10 36. 9' OF 670 670 1 a-9 @ .00% 439' OF 6" PVC 8.00% 665 . ........................:.................................................. 665 .......... 660 660 655 655 9+50 10+00 11+00 11+50 SSWR 10 - SSWR 9 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 705 705 700 700 695 ............................................ ..... ................................................. ................. ................................ 695 ................................................ 690 6.99. EXISTING GRADE BEND 685 685 3' MIN; FIRE HYDRANT 6" TAPPING SLEEVE AND VALVE 1' MIN 680 680 EX 18" TORM PIPE 6" CLASS -52 oIP 675 .............................................................................................................................. ................................... 67 5 ......... 670 ................................................................................................................................................................................................... 670 665 665 s+so iowo ii+oa ii«so FIRE HYDRANT PROFILE_ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 7n5 710 710 700 700 ...................................................................................................................................................................................................... EXISTING PROPOSED' GRADE GRADE 705 705 695 695 BUILDING EXISTING PROPOSED, 700 GRADE GRADE 700 690 PROP. SANITARY 690 ... ............................................................................. ................................................................................... ............... .. .... ... -04 N ..... ., ..SEWER E 1N E R.........._ �. 0. M vcvwo ; 15" HDPE 6.6 w STORM 8" DIP WATERLINE 695 3.5' MIN. 695 685 4' MIN 685 ................................................................................................;.................................................................................................................................................................................................................................................................................................................................................................................................................................................. ;...... ....... .................................. ....................................... . 1' MIN CONNECT TO EXISTING CONNECT TO EXISTING WATERLINE. VERIFY LOCATION WATERLINE. VERIFY LOCATION AND ELEVATION. 2.1 AND ELEVATION. 690 690 680 680 PROP. SANITARY (2) 6" GS/GR (GEOTHERMAL) PIPING (TYP.) (11) 4" GS/GR (GEOTHE MAL) WATER CONNECTION NOTES: SEWER12-11 :PIPES (48" MINIMUM EX 8" PVC SEWER PIP 1. CONTRACTOR SHALL CONTACT ACSA PRIOR TO THE START OF ANY COVER). SEE SHEET 800. WATERMAIN CONSTRUCTION FOR A PRE CONSTRUCTION MEETING. w SEE SECTION ON SHEET M801 2. DISRUPTION TO THE SERVICE TO THE WATER METER AND FIRE 685 z 685 675 675 PROTECTION OF THE EXISTING SCHOOL SHALL BE MINIMIZED TO -' � O THE MAXIMUM EXTENT PRACTICAL. IN NO CASE SHALL THE w z TIE SUP LY AND VAULT. EE DETAIL ON SERVICE BE DISCONNECTED LONGER THAN 48 HOURS TO MAKE Q SHEET M802 RETURN LINES TO THE REQUIRED CONNECTIONS FOR THE WATERMAIN RELOCATION. w GEOTH RMAL WELL SYSTEM. THIS WORK SHALL OCCUR DURING NONESSENTIAL HOURS OF THE 00 0 (SEE ME PLANS) SCHOOL. THE CONTRACTOR SHALL CONTACT THE OWNER IN 680 z, �- 680 670 670 ti w ..................: ADVANCE OF THIS CONSTRUCTION TO COORDINATE EXACT DATES - w AND TIMES FOR THE WORK TO OCCUR AND WHEN SERVICE MAY BE X o 0 0 DISRUPTED. w z z z w O w w w - w o - NOTE: SEE MECHANICAL SPECS FOR PIPE MATERIALS. 675 �- d It675 665 665 9+50 10+00 +00 12+00 WATERLINE RELOCATION PROFILE_ HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 g+sa 10+00 ii.00 iz.ao is+oa iawo GEOTHERMAL WELL SUPPLY PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 61 0 50 PROFILE SCALE Eli) ArdOtnt r< mot;.} N C.< :<2 ....:•.? � f:t. .. t �t. (',z ... l�lPlt�NS {'a6tt)Ui� YOUR `U F O' A 1 EVE D THROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number VMDO Proiect Number 4h ;cyan D. Cichocki �4 Lie, No. 53741 *910NAL 002-34-00-101 1284 Checked By B. CICHOCKI Designed By K. ROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25,NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 UTILITY PROFILES C7.3 4K V'l { :f<; St.i- .'�.�....:2 >.g, yi i i i.� fn � �i i�<3, <� { �{{ < /i': ..t✓ �ii�;t�1) T9NI9e770IVS C;ROUF YOUR WSIW4 ACHUEVED THROUGH OURS ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 VDOE Project Number 002-34-00-101 VMDO Project Number 1284 4h yan D. Cichocki Lie. No. 53741 lie SSIONAL� Checked By B. CICHOCKI Designed By KROESER Drawn By K. ROESER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.AUG.2022 8 MINOR SITE PLAN AMENDMENT #1 24.AUG.2022 9 MINOR SITE PLAN AMENDMENT #1 RESUB. 24.00T.2022 10 MINOR SITE PLAN AMENDMENT #1 RESUB. 3.JAN.2023 VDOT SIGHT DISTANCE PROFILE X1. S T 1. M M %fir'N� Ft O t! F� YOUR VISION ACHIEYED T-HROUGH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 NI-TH OF Gj SCOTT W. WILEY No. 1629 0512412022 k,�' ' A Checked By S. WILEY Designed By M.RACHNER Drawn By M.RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION I0.AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV,2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN,& WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR2021 6 WPO AMENDMENT #1 28.MAY,2021 7 WPO AMENDMENT #2 24.A000ST.2022 8 MINOR SITE PLAN AMENDMENT 24,A000ST.2022 OVERALL LANDSCAPE PLAN L1.1 DETAIL PLANT KEY SHRUBS BOTANICAL NAME CEP OCC CEPHALANTHUS OCCIDENTALIS CLE HUM CLETHRA ALNIFOLIA'HUMMINGBIRD' COR KEL CORNUS SERICEA'KELSEYI' HYD MUN HYDRANGEA QUERCIFOLIA'MUNCHKIN' ILE GLA ILEX GLABRA ILE RED ILEX VERTICILLATA'RED SPRITE' ITE SPR ITEA VIRGIN ICA'SP RICH' TM GRASSES BOTANICAL NAME CAR AP CAREX APPALACHICA CAR MRO CAREX MORROWII CAR PYL CAREX PENSYLVANICA DES GOL DESCHAMPSIA CESPITOSA'GOLDTAU' JUN EFF JUNCUS EFFUSUS PAN SHD PANICUM VIRGATUM 'SHENANDOAH' SPO HET SPOROBOLUS HETEROLEPIS PERENNIALS BOTANICAL NAME HEU AUT HEUCHERA VILLOSA'AUTUMN BRIDE' HYP CAL HYPERICUM CALYCINUM IRI VER IRIS VERSICOLOR LOB CAR LOBELIA CARDINALIS MON MCX MONARDA X'GARDENVIEW SCARLET' OSM REG OSMUNDA REGALIS RUD FUL RUDBECKIA FULGIDA FULGIDA SED AUT SEDUM X'AUTUMN JOY' I . . . ... ..... ....... .. . . . ............ SEE SHEET L1.0 FOR TREE . . ........ PLANTINGS .. ....... :r i. TURF < 36 ITE SPR... .:.(24) ILE RED,.: -(392) JUN EFF,.-._.,- (45) ILE RED ........... . . ....... . .......... ........ "V ­� .......... IN TURF • . ........... . ....... SCALE I 11=1 0,.. ........... ............. ......... ................................ ............. ......... ...... ............ ......... , 0, 10"20 ...... BIORETENTION FACILITY 2A PLANTING PLAN / ;J 1' �� 0 J .. �i 4fo 0 ... ....... SCOTT W. WlLEY ... No. 1629 4 v:ray 0512412022 lb 4t . ..... PE 4f o 1. / r ...... hekdBCeSY, :...f� W0Designed By , ..i M.RACHNER - EXISTING TREE Drawn By f . M.RAHNRCE .f: . �i ...... 4*1 (61) SPO HE • T .......... SEE SHEET 1.0 (102) RUD F•UL: -f FOR TREE (64) SPO HET PLANTINGS 4f fi .... ..... fr 4e ......... ff- TURF i. 4, fir .i • 4f 4f ......... ......... v 75 4, (128) RUD FUL 4f IT 4, (116) SPO H..ET.,,- 4f (106) SPO HET -11TI _T1 L _11- I ISSUES AND REVISIONS (44) LOB CAR :(36) JUN EFF NO, SUBMITTAL DATE (44) LOB CAR 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10,AUG.2020 (36) JUN E�FI. 2 FINAL SITE PLAN RESUBMISSION #1 25,NOV.2020 (44) LOB CAR 3 WPO PLAN RESUBMISSION #1 02.DEC .2020 1.IT- 00 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 4 (36) JUN EFF 11 TURF �00 5 SIGNATURE SET 18.MAR.2021 •(1) CEP OCC Owl - 00 6 WPO AMENDMENT #1 28.MAY.2021 (29) ILE RED----' OPP. _rr 00 L lop - 7 WPO AMENDMENT #2 2 A ST. 0 2 I — (44) LOB CAR Owl • 8 MINOR SITE PLAN AMENDMENT 24.AUGUST.2022 ......... .(36) JUN EFF I . p T 100 sow 100. 00 100 lop lop Owl. 00 WPI 100 OW ITI too- O-000 .. .......... II 0000 100 lop . .............. 00 fr .100- 100 DETAIL LANDSCAPE .......... 00 PLAN �0 r� ............. ......... v (Y) 00 < SCALE 1/811=11011 PLAYGROUND PLANTING PLAN AMER 0 16 MR MR M NM MR AV MR ARM Anu mm wn TI"M:ti N S G:Ra:U:r � YOUR MI . TE ED TH.R.OUH OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 e7�;r'��NiJH OF SCOTT W. WILEY y No. 1629 � 08/24/2022 Checked By S. WILEY Designed By M.RACHNER Drawn By M.RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.A000ST.2022 8 MINOR SITE PLAN AMENDMENT 24.A000ST.2022 DETAIL LANDSCAPE PLAN Lls? qm Professional Erasion Control Seed Mixture SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which. is a medium -leafed, intermediate type white clover containing as many as 97 stolo.ns per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will .fixate up to 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgrass. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. C'huructeristies: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen far reduced fertilizer requirements Where to plant: r- �, , -i y a+r Cg s 4 v` SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than 1/a inch (6.35 mm) for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern .Fall/Spring Mixture: Northern Alixture: 50% Turf Type Tall .Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 1 1% Annual Ryegrass 10% Durana White Clover 9% Unhulled Serecia Lespedeza 5% Durana White Clover Seeding.Rates: 50-200 Ibs ! acre (22.7-90.80 kgs / hectare) P.O. BOX 290 * MADISON, GA 30650 * (706) 342-1234 * 800-277-1412 "M INV :9 :1 CA I I I Z twel :4 =FMATA 1 :4 NOT TO SCALE Rain Garden Mix - M -1 0 Botanical Name Common Name Price/lib 33,40 % S'� Izaoh lum scoparlum, `Rascal' AIN Ecotype• t.tttle Bluestem, "Itasa, PIN Ecotype 10>41 0,(}0 % Elymus virvIrrlct ., 'l ladlsan' Virginia Wildrye, 'Nadison' 5,40 7.00 % Carex vulpinoldea, PA Ecotype Fox Sedge, PA Ecotype 24.00 5,60 % Chasfnanthiwn latifclicun{ WI/Ecotype River Oats, WV Ecotype 80,00 5.50 % Echinaceapurpurw Purple Coneflower 3&00 3.00 % C`harnaecrlsta fasciculata, PA Ecotype Partridge Pea, Pik Ecotype 6.00 3.00 % C'orevps/s lanceoleta Lanceleaf Coreopsis 24.00 3,00 Ala Panicum ciandestinum, rloga Deertongue, Toga 1.6.84 3.00 % Panicurn rigidulurrt, PA Ecotype R.edtop Panicgrass, PA Ecotype 48,00 l 3.00 Q/b RZudbeckla hirta Blackeyed Susan 20.00 3,00 % Verbena hastata,, PA Eco4pe Blue Vervain, PA Ecotype 32,00 2.00 % Hellapsis iielial7ftld4 PA Ecotype Oxeye Sunflower, PA Ecotype 28.00 1„80 % Ascieplas Incarnata, PA Ex6 pe Swamp Milkweed, PA ecotype 160.00 1,00 % Carexsmparla, PA Eco&& Blunt Broom Sedge, PA Ecotype 72.00 1..00 % Senna hebecarpa, IAA & WV Ecotype Wild Senna, 'VA, 8. WV Ecotype 24.00 0.60 % Helenium autcrmnale, PA Ecotype Common Sneezeweed, PA Ecotype 1.80,00 0.5017o Astarnovae-an llae, PA Ecotype New England Aster, PA Ecotype 360.00 0,50 % AAerprerranthuldesF PA Ecoope Zigzag Aster, PA. Ecotype 360.00 0,50 % Baptisla austraA5,, Southern WV Ecotype Blue False Indigo, Southern Wei Ecotype 80,00 0.50 % Pyrnanthemum tenu bliam Narrowleaf Mountalnmint 140.00 0,50 % Zizla aurea Golden Alexarvders 240,00 0.40 % Nlanarda fistulosa, Fort kdiantown Gap -PA Ecotype Wild Bergamot, Fart Indiantown Gap -PA Ecotype 80.00 0,30 % Eupatoriurn perfollaturrt, PA E ooe Boneset, PA Ecotype 160.00 030 % Jurcus tenuis, PA Ecotype Path .Push, PA Ecotype 66.00 0.20 % Juncus effrisus Soft Rush 40.00 0,20 alp SolidVo nernoralis; PA Ecotype Gray Goldenrod, PA Ecotype 360.00 UO % .Solidvo rugusa, PA Edooe Wrinkleleaf Goldenrod, PA Ecotype 420,00 100.00 0/0 Mix Price/lb Bulk, $31.12 Seeding Rate., 20 lb per acre with a cover crop of grain r/e at 30 lb per acre Stormwater Management; Uplands & Meadows The native perennial thrbs and grasses provide food and cover for rain garden biodiversity. Mix formulations are subject to change without notice depending can the availability of existing and new products. While the formula may change, the guiding philosophy and function of the mix will not. NOT TO SCALE County of Albemarle t- Tr 'b t d a: gars l t 1a s (Handbook, for L `,'h�;1'ul ��: r.. .i � 1s.11-o flu u;avi d; Location aad r� e, t:£ru�:le f::l��:r�.���•:��:�a��€�� }��w�l1G; ��r ���:t�; 0 Prrmj �_�e3 tma(' Ing or W 'Nu gradial siall l', gbn until the L--= raarking has ,= ims mted and uppomi by C uli y to ��;�;vs:, r%'£�°ri'i pf��s•.i''rif.3£i {�i�f� �3s'E�ts,3£;F��:Yc;. x�s#.£:i?w�,£ ?;�£��311 •l3f''' Efts%a`."iVY%--£'� `�ii�.h "#�ir; �3£J3,.T,:'Fi�tfi3r t�rk tt�r. 5:8�.i�L v>3xa f:: �. f .f:..^. U-:�'. c; <4'r� •-},� `:r. .,i .. 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'! }�- •e o .. Y. Y .� .� Ff {f �l .� H.-F C,' `�# r��AC I ��R Off. ��Ek, C�,�k�:`a.�,. .�`t.fps �.1�.�1:'< < 1 � .. .. ... ss .. .: CONTRACT F%�RC>'1,�S�t� S�I�ATtJF, (DATK) s(1lrs05 Page I of i. INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Y OF BALL BACKFILL PLANTING PIT WITH SOIL. NATIVEINCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT M 00 1 Ml nal :1 WMA k I I NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR1 AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVERT. THE ROOTBALL ROOTFLARE SHALL ABOVE FINISH PRUNE 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TA B&B CONTAINER E I 3 X ROOTBALL 'I DIAMETER I Lei ut t 1 :1 s 1 1:1 :4 :M"J rmAl ril, ul Lev] :J*Q I M1 1 :4 NOT TO SCALE 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 PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT i REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING i--- 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER � SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS :W PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL ACE RBR 9 ACER RUBRUM RED MAPLE 2.5" CAL. B&B 452SF 4068SF BET RIV 16 BETULA NIGRA RIVER BIRCH 2.5" CAL. B&B 464SF 7424SF GIN PSG 13 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY MAIDENHAIR TREE 2.5" CAL. B&B 17SF 221SF NYS SYL 4 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151SF 604SF PLA OCC 14 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 2.5" CAL. B&B 1362SF 21792SF QUE PHE 14 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 5866SF TIL COR 8 TILIA CORDATA LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 2304SF EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL JUN EAS 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7'-8' HT. B&B 20SF 900SF FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL COR FLO 3 CORNUS FLORIDA EASTERN DOGWOOD 1.5" CAL., 6' HT. MIN. B&B 124SF 372SF = 43551 SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL ATH 54 CALYCANTHUS FLORID US 'ATHENS' ATHENS SWEETSHRUB 24" HT./SPRD. CONTAINER 48" O.C. ILE DWA 64 ILEX CORNUTA 'DWARF BURFORD' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" O.C. ILE GLA 53 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" O.C. ILE RED 52 ILEX VERT ICI LLATA'RED SPRITE' RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" O.C. ITE SPR 58 ITEA VIRGIN ICA 'SPRICH' TM LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36'" O.C. GRASSES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING JUN EFF 71 JUNCUS EFFUSUS SOFT RUSH 1 GAL. CONTAINER 18" O.C. PAN HEA 86 PANICUM VIRGATUM 'HEAVY METAL' HEAVY METAL SWITCH GRASS 3 GAL. CONTAINER 24" O.C. PAN SHD 319 PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" o.c. PERENNIALS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING ECH PUR 92 ECHINACEA PURPUREA CONEFLOWER 1 GAL. CONTAINER 18" O.C. HYP CAL 97 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" O.C. RUD HIR 139 RUDBECKIA HIRTA BLACK-EYED SUSAN 1 GAL. CONTAINER 18" o.c., SED AUT 158 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" O.C. GENERAL NOTES PRE -CONSTRUCTION • 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • 2. VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • 3. PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, DO NOT PRUNE TERMINAL LEADER TOGETHER WITH PROPOSAL FOR USE -OF EQUIVALENT MATERIAL. OR BRANCH TIPS • 4. PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • 5. SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT CONSTRUCTION/INSTALLATION • 6. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PRUNE BROKEN BRANCHES PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT 2-3" MULCH LAYER TO EDGE OF CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" DRIPLINE. KEEP 4-6" AWAY FROM . 7. LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND TRUNK FLARE CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • 8. INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING BACKFILL PLANTING PIT WITH NATIVE AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT SOIL. INCORPORATE SLOW -RELEASE INTERFERE WITH SIGHT DISTANCES. GRANULAR FERTILIZER • g. CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL 6" SAUCER DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS 1'" COMPOST LAYER WHICH AFFECTS THE GUARANTEE. IF FIELD GROWN CUTAWAY ALL BALLING ROPES, REMOVE BURLAP OR INSPECTIONS/GUARANTEE WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE • 10. UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTAINER AND CUT CIRCLING ROOTS CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD TAMP SOIL AROUND ROOTBALL BASE PLANT MATERIAL, CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FIRMLY WITH FOOT PRESSURE SO FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. THAT ROOTBALL DOES NOT SHIFT • 11. ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • 12. PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • 13. REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. C0• :GLAI ,"1- 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 1" COMPOST LAYER 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. HEIGHT VARIES WITH PLANTS 12" MIN. PLAN VIEW: L1.1 DETAIL PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CEP OCC 1 CEPHALANTHUS OCCIDENTALIS / BUTTONBUSH 36" HT./SPRD. CONTAINER 96" O.C. CLE HUM 16 CLETHRA ALNIFOLIA 'HUMMINGBIRD' / HUMMINGBIRD SUMMERSWEET 24" HT./SPRD. CONTAINER 36" O.C. COR KEL 8 CORNUS SERICEA 'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" o.c. HYD MUN 17 HYDRANGEA QUERCIFOLIA 'MUNCH KIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" O.C. ILE GLA 41 ILEX GLABRA / INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" O.C. ILE RED 157 ILEX VERTICILLATA 'RED SPRITE' / RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" O.C. ITE SPR 97 ITEA VIRGIN ICA 'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" O.C. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA /APPALACHIAN SEDGE 1 GAL. CONTAINER 18" O.C. CAR MRO 67 CAREX MORROWII / JAPANESE SEDGE 1 GAL. CONTAINER 18" O.C. CAR PYL 117 CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 1 GAL. CONTAINER 18" O.C. DES GOL 79 DESCHAMPSIA CESPITOSA 'GOLDTAU' / GOLD DEW TUFTED HAIR GRASS 3 GAL. CONTAINER 30" O.C. JUN EFF 589 JUNCUS EFFUSUS / SOFT RUSH 1 GAL. CONTAINER 18" O.C. PAN SHD 114 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 3 GAL. CONTAINER 24" O.C. SPO HET 374 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" O.C. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 87 HEUCHERA VILLOSA 'AUTUMN BRIDE' 1 AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" O.C. HYP CAL 107 HYPERICUM CALYCINUM / CREEPING ST. JOHN'S WORT 1 GAL. CONTAINER 18" O.C. (RI VER 78 IRIS VERSICOLOR / BLUE FLAG 1 GAL. CONTAINER 18" O.C. LOB CAR 176 LOBELIA CARDINALIS / CARDINAL FLOWER 1 GAL. CONTAINER 18" O.C. MON MCX 34 MONARDA X 'GARDENVIEW SCARLET' / GARDENVIEW SCARLET BEE BALM 1 GAL. CONTAINER 18" O.C. OSM REG 52 OSMUNDA REGALIS / ROYAL FERN 1 GAL. CONTAINER 18" O.C. RUD FUL 230 RUDBECKIA FULGIDA FULGIDA / ORANGE CONEFLOWER 1 GAL. CONTAINER 18" O.C. SED AUT 60 SEDUM X 'AUTUMN JOY' / AUTUMN JOY SEDUM 1 GAL. CONTAINER 18" O.C. L1.2 ADD ALT 1 - COURTYARD PLANT SCHEDULE SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING COR KEL 8 CORNUS SERICEA 'KELSEYI' / KELSEYI DWARF REDTWIG DOGWOOD 24" HT./SPRD. CONTAINER 48" O.C. HYD MUN 9 HYDRANGEA QUERCIFOLIA 'MUNCH KIN' / OAKLEAF HYDRANGEA 24" HT./SPRD. CONTAINER 48" O.C. ILE RED 10 ILEX VERTICILLATA 'RED SPRITE' / RED SPRITE WINTERBERRY 24" HT./SPRD. CONTAINER 48" O.C. ITE SPR 51 ITEA VIRGIN ICA 'SPRICH' TM / LITTLE HENRY VIRGINIA SWEETSPIRE 24" HT./SPRD. CONTAINER 36" O.C. GRASSES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR APL 30 CAREX APPALACHICA / APPALACHIAN SEDGE 1 GAL. CONTAINER 18" O.C. CAR MRO 67 CAREX MORROWII / JAPANESE SEDGE 1 GAL. CONTAINER 18" O.C. SPO HET 27 SPOROBOLUS HETEROLEPIS / PRAIRIE DROPSEED 1 GAL. CONTAINER 18" o.c. PERENNIALS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT SPACING HEU AUT 87 HEUCHERA VILLOSA 'AUTUMN BRIDE' / AUTUMN BRIDE CORAL BELLS 1 GAL. CONTAINER 18" O.C. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 15 LARGE TREES 1 LARGE TREE PER 50 LF 745' 745(50 = 14.9 TREES 15 TREES (11 EXISTING) PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO BE 76,687 SF 76,687 x .05 = 3,834.35 SF 3,835 SF 31886 SF LANDSCAPED 1 LRG. OR MED. SHADE 181/10 = 18.1 SHADE 19 SHADE TREES TREE PER 10 PARKING 181 SPACES TREES 19 SHADE TREES (1 EXISTING) SPACES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 43,551 SF(PROPOSED) + BE COVERED BY TREE 830,049 SF 830,049 /.10 = 83,005 SF 83,005 SF 175,841 SF(EXISTING) _ CANOPY 219,392 SF MEADOW PLANTINGS SCHEDULE MEADOW PLANTINGS - SEE DETAIL #6 12,901 SF ,,, T UBdl N tJ P YOUR SI N. i : D IT HR.0 U GH 0' x ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number VMDO Project Number �,ALTH OF G� � SCOTT W. WILEY ;` No. 1629 08/24/2022 �v Y�s�A PE Checked By S. WILEY Designed By M.RACHNER Drawn By M.RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.A000ST.2022 8 MINOR SITE PLAN AMENDMENT 24.A000ST.2022 LANDSCAPE NOTES AND DETAILS M lipR ��181a� NOT TO SCALE 1 41-190-pa 9 :4 A 1 IFMAI Irki Ik, [elm :1 121:4N NOT TO SCALE AA :1 :4 N :4 10 1 FMAI 0 :1 WMAI Z I I tgo 00TIJ Ll I IDIOM :4 PL NOTIO SCALE mom MR AN I= MW MR An Am WK MW Am qM MW am MM Im Im I= law %Ehl ............ ...... — TiP°IA°IOiNSUP ROAM. YOUR V[S.10NACHUEKROUGH OURSx ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 �'NLTfi op SCOTT W. WILEY No. 1629 l 0512412022 Q) '); ke'14. "t�w `JpE Checked By S. WILEY Designed By M.RACHNER Drawn By M.RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18,MAR.2021 6 WPO AMEN DM ENT #1 28.MAY2021 7 WPO AMENDMENT #2 24,A000ST,2022 8 MINOR SITE PLAN AMENDMENT 24,A000ST.2022 OVERALL LAYOUT AND MATERIALS PLAN `M�jr��61a3 lot] TAM BE Im Ain am qRM TIN11+701V� Cs�CaI,DP YOUR ` S.10 ACHIEVED H . �H OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 �NLTH OF GI "' � SCOTT W. WILEY � No. 1629 08/24/2022 Checked By S. WILEY Designed By M.RACHNER Drawn By M.RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.A000ST.2022 8 MINOR SITE PLAN AMENDMENT 24.A000ST.2022 PLAYGROUND LAYOUT AND MATERIALS PLAN �0V1I�'61}3 L 3 0 1 , � . ; J ...I. -- ........ 11 ................... I . ,. . . -.. -..., '.. 7... ... I I.. I .- *** .. . . ... : 1. ., �, .� .-..--.---- ".. ... : . i : I ., : ".." - I'll . . - . " .. - 1. . .- ./ ... % I : . .. *` , 11 . " .... .. . .. .. -�- v , ". . .. . , .. " .. . . 11 . 1. . `,111".1 - ., .... I . 11 .. , -... . ..... I.. .. .. . .. ... .., ./ , 1. .. " I a......................... .....................................- i .-............. ... II . -I , : . : . - � , .... . : *V� 'I : . ; . . . . � : i : I . . : . : :.. i ; : , - ... 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SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 1 O,AUG,2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV.2020 3 WPO PLAN RESUBMISSION #1 02.DEC,2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05.FEB.2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 I 28.MAY2021 7 WPO AMENDMENT #2 24,A000ST.2022 8 MINOR SITE PLAN AMENDMENT 24.A000ST.2022 COURTYARD LAYOUT AND MATERIALS PLAN V0 PA ) �a3 K� �(, 2" COMPACTED STONE DUST PATH W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. 6" FLUSH CONC. CURB - 3,500 PSI @ 28 DAYS RAIN GARDEN - REF. CIVIL DWGS. ' ; f !. ............. . .............. .............. . . . . . . . . . . . . .. ............ f : ..............E f f i t: L i ��••� \ f : r { ; i f f I \ \\\\\\\\\ , , , f , S .....'.. i t .; • •--fr #�){t , `i t )a i .........-#$ ------•-- ............. . •• .i...... ;.; .. ............ ............. ... ........... .f . '- ---------�•- .. ... 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"{ _i r ; , I I III I I III ' t � . ..............€ , ..............� !. ; .:............�.............E............ .......... _ -€ - I I • II III III II III II } , t , f � • f ____......--•- > �--.....F....... t I .{ E } II _ _ 8 x8I CONT. VDOT #57 .......... .......... ... - � € ._ ..�- ___ _ STONE WRAPPED INLARGE CHALET STONE - {.----- -- ::::� .::� 4" IN. DEPTH •..........--::::--- ROT RESISTANT FILTER III III II �I { COMPACTED SUBGRADE � �"-----;---"; I �'-----:- -{ -{ - -I - 95% S.P.D. :: '---Y ............... .. FABRIC -ROT-RESISTANT •• LANDSCAPE FABRIC 4" PERF. PIPE - HOLES DOWN - CONNECT TO DRAINAGE SYSTEM *0J$][:fA'J it r , g 1 1 /2" = 1'-0" 3/16" THK. STEEL EDGING W/ 12" STAKES @ 24" O/C TURF 2" COMPACTED STONE DUST PAVING W/ STABILIZER 4" COMPACTED VDOT #21A STONE BASE COMPACTED SUBGRADE - 95% S.P.D. •T+F- i I _ _ _ _ � t J ! y.......... _i •r t 't r� _f 7 r. r 1 � 'A r i i ROT -RESISTANT � � ': • .......... .......... .......... .......... _ LANDSCAPE FABRIC - ' �-------•---• i � ��•�••• � - '---------•- ? _-____ .._.___ __ TURN U P AT EDGES ----- -- : ..-..---: .........:------•--: . STONE DUST PAVING 1 112" = 1'-0" d 2' 0'-8" 1' V :I ow Lem &i 'I 1 112" = 1'-0" ADD ALTERNATE #1 1 1 - CONCRETE PAVING 1 1 II 4 COMPACTED VDOT #21A STONE BASE 1 1 2'-2" 1 /2" CAULKED EXP, JT 1 1 W/ S.S. DOWEL @ 24" O/C CONCRETE STEPS � �'' •' ,: 1 SLOPE TOP OF CONC. TO - DRAIN 1 5/4 x 3 IPE W/SLOTS W . � _:�: � �: =� �,'-:= �� r,�r: " �: ....... `« =Fri f c I � I 1 x 4 STRIP @ 18 O/C - ., � _ �:--..._.:� ::::::: �::......:� ATTACH TO 1 x 4 WIDECK ....-. ....... ....... ....... CLIPS .•••............ :-- I .......:......-_ NOSLOTS ON ,� .z I...----•_ I ........... ....... �.......-•� ......... ....... .........I EDGE PIECES `" �• • : r., ....... ....... ...:... ....... .......... REF. STRUCT. DWGS. FOR N f, D FOOTING DESIGN -- n , 1 1 l LJ .. ; ........... ........... 5 ' : M � f; . . I y f 1 , „ E � I il i 1 :...........: ....... ....... .......... 3.......... I .3 1 1 1 ... 1 1COURTYARD__SEAT_1N_G_ 1 SECTION2 1'�_ 1' 0�� --1 CONCRETE FOOTING - 3000 � � � � �` ° � V PSI @ 28 DAYS COMPACTED SUBGRADE REF. STRUCT. DWGS. FOR ' RY+ MCaHrc x J >_vivL € ... .....; : .... : : ........ • .......... ;_ ....... ♦ :........ � O.C. ALL AND FOOTING DESIGN 1 ...6 4 REABAR - CONT. 1 CONCRETE SEAT WALL 11 1 COURTYARD PLANTING BED RETAINING WALL 11 DINING TERRACE SEAT WALL SECTION - 1 1 11 1 00: E M 'A i .......... . .. . ..... "fIP+Ih1�IdS GROUP I Y 0, 360 .V 1 4'2cN H.it $. +�U�H OURS. ALBEMARLE COUNTY PUBLIC SCHOOLS CROZET ELEMENTARY SCHOOL ADDITION, RENOVATION AND SITE IMPROVEMENTS 1407 Crozet Avenue, Crozet, VA 22932 Client Project Number TBD VMDO Project Number 1284 �ALTH OF �r � SCOTT W. WILEY No. 1629 �. 08/24/2022 YOsc�(pE Checked By S. WILEY Designed By M. RACHNER Drawn By M.RACHNER ISSUES AND REVISIONS NO. SUBMITTAL DATE 1 FINAL SITE PLAN & WPO PLAN SUBMISSION 10.AUG.2020 2 FINAL SITE PLAN RESUBMISSION #1 25.NOV,2020 3 WPO PLAN RESUBMISSION #1 02,DEC.2020 4 FINAL SITE PLAN & WPO PLAN SUBMISSION 05,FEB,2021 5 SIGNATURE SET 18.MAR.2021 6 WPO AMENDMENT #1 28.MAY.2021 7 WPO AMENDMENT #2 24.A000ST.2022 8 MINOR SITE PLAN AMENDMENT 24.A000ST.2022 DETAILS ��J