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HomeMy WebLinkAbout011-96 Senseny Road Elem. School Addition - Shawnee - Backfile (2)HANDICAP PARKING SPACE AND ACCESS RAMP DETAIL SCALE 1" = 10' C4 C4 WITH AS SHOWN ON PLANS 1/4' PER FOOT SLOPE 4' CONCRETE VDOT STD. A3 W/66-W2.902.9 WWF 0O ��.� �O��J0OI o0 0c0 00000000 0 a o 4" BASE STONE VDOT STD. ot�`-� `oO�oO�oO�o�oO EXIST. GRADE SIDEWALK DETAIL 2 NTS C6 I C4 2" BITUMINOUS CONC. SM-2A 6" BASE STONE 21B -- - SUBGRADE PARKING LOT PAVEMENT DETAIL 3 NTS Cs c4 3' MAX SEEDED TOPSOIL S' VDOT NO 21-A AGGREGATE COMPACTED TO 851 STANDARD PROCTOR COMPACTED SUBGRADE FIRE LANE TYPICAL SECTION 4 NTS C4 C4 CONTRACTOR SHALL R€VOVE EXISTING HEADWALL TO DOWN SPOUTS AND STORM PIPE EXISTING TRAILERS (5), BLOCK StF PORTS, STEPS (CONCRETE AND WOODEN AND ELETRICAL SERVICE SHALL; BE R+IbVED BY OWNER. N,treileF i EXISTING S RVIC POLE, 1 GUY WIRE, NO RVICE EXISTING TREE i LINE FROM OLE 71893 �' OTO BE \- EXISTING TERS SHALI,BE MO BY REMOVED SHALL B£� MOVED OWNER. service pot \ oak S" le 3 ❑ 00 TR 1LERS CO. TRAC Z (TYP). CO -- ..- -=� S FROM N Gf4� {' -6 _ . THE SIDEWALK TO ; E EX. TR LERS HALL REMOVED > ; BY E C TRAC 001), III EXISTING SIDEWALK HALL E Sr-i REMOVED BY CONTR CT _ II{ CONTRACTOR SHALL REMOVE SANITARY Il to AND STORM SEWER LINES IN HATCHED " AREA TO A LOCATION 20 FEET BEYOND 1 THE NEW BUILDING FOUNDATION. REMOVE APPROX 21 LF' `Q I OF WATERLINE BET N REMOVE EXISTING SHRUBS ALONG PROPOSED M.J. CAPS i f THE WEST WALL OF THE SCHOOL AND (SEE SHEET C6) z ; I FROM THE EXTERIOR OF ALL TRAI S8 O - EXISTING ELE CAL ----- _----- � LINE FROM POL i 71893 TO P 1 29130 SHALL BEEMOVED BY - r - UTILITY OWNER. POLE #n71893 D CONTRACTOR SHALL REMOVE j ITS GUY WIRE LL T_ `` THESE TREES. BE REMOVED BY E I *F.H. UTILITY OWNER. '�e"'er'1' 1 " \ ex€Si;; fy DC±rKlil% { CONIRACTOR SHALL REMOVE EXISTING SIDEWALK AS NEEDED TO PROPERLY EXISTING GRAVEL RKI G INSTALL NEW SIDEWALK. EXISTING AND DRIVE SHALL E �IDEWALK SHALL BE SAWCUT AND SCARIFIED BY CON AC: OR REMOVED AT EXISTING EXPANSION OR AND WHERE NOT U DER" Q THE BUILDING OR PAVEMENT, SHALLCONTROL JOINTS. PERMANENTLY SEED' N1 YARD SETBAC 35 F R _. K. . 37• �-4C1a_._,.._,- -. w WV .._ Cd .03 Sf seriser1 J r DEMOLITION ITEMS SCALE 1" = 40' 12740SP2 1 960701.1042 1 BFH0BFH o4Z cy) ^� am , Pi ' i I 1 Ly 2 O VL Q � � 1 V-1 P , 7057 { I i. f.�. �N / m 7 oa L f N \ cu j o Y a z Q a� •r I �' ,� a to ! 4r) 1 n4'7 DE MCGOWAN S.A. �.. D8 511 PG 455 \ 2 ZONE: R-P USE. RESID _ 45- 54C_ 1-5-45 i OAKCREST B 9}}86ERS, INC !I 08 805 PG ZONE...VACANT 54H j-2\ /) �a� USE. '1 `� �O v 44� / -21- P low � / HUNTSBERRY JR, ET UX PG 1727 � 2 793 Dg P w U1 ZONE_RESID -22- USE: z 54H-1-22 LO r �~ q N OAKCREST BUILDOR INC DB 818 PG 1352 ZONE'VACANT USE 1 54N- -23 ESTHER L. KERN WILLBOOK 91 PG 125 ZONE: R-P USE: RESID 54-A-130 NOTES 7. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 8. ALL CURB RADII ARE 5.0' AT FACE OF CURB UNLESS OTHERWISE NOTED. 9. ALL PROPOSED PARKING SPACES MEASURE 9'x2O' UNLESS OTHERWISE NOTED. 10. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY BY GREENWAY, INC., DATED 11--31-95, H. BRUCE EDENS, L.S., VA NO. 000162-B. 11. PARKING STRIPING AND PAVEMENT MARKING SHALL BE AS SHOWN. 12. PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 13. CONTRACTOR SHALL INSTALL 12" x 18" METAL SIGNS EACH ON A 4" x 4" x 10'-0" LONG TREATED WOOD POST. EACH SIGN SHALL READ "FIRE LANE" (ALL UPPERCASE LETTERS) IN RED LETTERS WITH A WHITE BACKGROUND. HEIGHT SHALL BE 7'-0" FROM FINISHED GRADE TO BOTTOM OF SIGN. 14, MAGISTERIAL DISTRICT: SHAWNEE PP #"^0131 LOT 28 OAKDALE CROSSING SUBDIVISION GLAIZE DEVELOPMENT, INC. 541-2-1 lots: R.R SOLE JR., ET UX DB 763 PG 1054 ZONE: R-P ' USE: RESID. .- . r , -r1-54 G FIELDS SUBDIVISION - BLOCK r ROLUN DB 317 PG 20 / C.J. SWUCCI DB 525 PG 395 / ZONE: R-P USE: RESID. / 54C-1-5-55 ' I �p \ ETUX A.D. KEEDY, � \ DB 623 PG 285 i ZONE: R-P \ USE: RESID. \ 54C-1-5-56 I o CD o f I -56- I I d IN d. ' 70w; 8-'A ©i5R%C; \ BENJAMIN H. CRIM & \ FREDA J. (GROCERY STORE) 54E-1-E-31 1. OWNER/DEVELOPER: 3 COUNTY SCHOOL BOARD OF FREDERICK COUNTY, VIRGINIA }, 1415 AMHERST ST. 25 WINCHESTER, VA 22601 $ (540)662-3888 2. SITE ACREAGE=9.67ACRES. 3. PROPOSED HEIGHT OF BUILDING ADDITION: 23'-6". TRUSTEES OF CHRIST EPISCOPAL CHURCH PROPOSED USE OF BUIDING ADDITION: EDUCATION. D8 285 PC 416 PROPOSED GROUND FLOOR AREA OF BUILDING ADDITION = 16,500 SO FT ZONE: R-P GROUND FLOOR AREA OF EXISTING BUILDING = 46,900 SO FT USE: RELIGIOUS 54-A-128 4. SETBACKS (RESIDENTIAL -PERFORMANCE DISTRICT) FRONT =35 FEET SIDE =15 FEET REAR =50 FEET 5. LANDSCAPING SHALL BE PROVIDED BY ALLOWANCES gWerhead rower IN CONSTRUCTION CONTRACT AND SUBMITTED AT A LATER DATE. 6. 81 TOTAL PARKING SPACES PROVIDED. *BASED ON PREVIOUS USES THE SCHOOL SYSTEM FEELS / THAT THE EXISTING PARKING IS ADEQUATE AND WILL PROVIDE A LETTER IF REQUIRED. guys 7. ENTRANCES SHALL BE OVERLAYED WUTH 2" SM-2A. r451 74 ALL ENTRANCES IN THE RIGHT-OF-WAY SHALL BE 8" 21-8, 3" BM-2, AND 2" SM-2A. LEGEND EXISTING PROPOSED WATER VALVE FIRE HYDRANT WATERLINE NOTE: WHERE NEW PAVEMENT IS SHOWN FOR ENTRANCES TO ROUTE 657, REMOVE OLD PAVEMENT FIRST AND GRADE TO ACCEPT NEW PAVEMENT. NEW PAVEMENT FOR ENTRANCE SHALL BE 8" 21-B STONE, 3" BM-3, AND 2" SM-2A. 1 tt �at SANITARY SEWER STORM SEWER CONTOUR ----_..__. 00 PAVEMENT MANHOLE O O POWER POLE TELEPHONE PEDESTAL TREE IRON PIN SIDEWALK PAVEMENT BORING LOCATION CURB CURB AND GUTTER 0 n"' V L� `^'J' ' yWrNO ABBREVIATIONS FC&G FACE OF CURB & GUTTER FH FIRE HYDRANT FC FACE OF CURB WV WATER VALVE _ S/W SIDEWALK WM WATER METER P/A PLAYGROUND AREA EP EDGE OF PAVEMENT .�4 EX, EXISTING PROP. PROPOSED W/L WATERLINE E�_LTA Off' BANK OF CLARK COUNTY v NNIS R. VARNEY 54E-1-E-30 No.19227 7/1f14 40 20 0 40 80 120s'giDNAL mot SCALE IN FEET A&A DOC. NO. 12740-005 ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri—Cities, TN a z � z � Q v � CD 0 = o � z w Q_ !— z Q LLJ z W Y v W o W w W Lj_ z Ln A m w LL_ o U C' � tZ >z 0 > 0 0 'd W o P► . ® a! m a C 4 �z x .1 f EROSION AND SEDIMENT CONTROL NARRATIVE TOPSOIL STOCKPILE SHALL BE SENSENY ROAD ELEMENTARY SCHOOL �' LOCATI<D BY CONTRACTOR PROPOSED BUILDING EXPANSION r p/a l ti PROJECT DESCRIPTION THIS PROJECT IS FOR THE PROPOSED EXPANSION OF THE ELEMENTARY SCHOOL BUILDING FOR A NEW GYMNASIUM, 2 CLASSROOMS, AND IMPROVEMENTS OF AN EXISTING GRAVEL PARKING LOT. ' EXISTING SITE CONDITIONS THE SITE IS CURRENTLY USED AS A SCHOOL. THE AREA IS GRASS AND GRAVEL WITH TEMPORARY CLASSROOMS THAT WILL BE REMOVED. - � �,•1' i � . _-_____�--_..__-z__. _._._�__� i ADJACENT AREAS � �----______,_---____._._-----_-_.R_ THE SITE IS BOUNDED BY RESIDENTIAL PROPERTY TO THE WEST, THE EXISTING SCHOOL TO THE EAST, ' '.�' \� t , - - R , 00 SCHOOL PROPERTY PLAY AREA TO THE NORTH, AND SENSENY ROAD TO THE SOUTH. = P/a" N SOILS -` OCJR�ET PROTECTION DATA SOILS FOR THE ENTIRE AREA CONSIST OF CLEARBROOK CHANNERY SILT LOAM. THIS SOIL IS MODERATELY '. Do = d50 = 6" MIN. DEEP GENTLY SLOPING AND SOMEWHAT POORLY DRAINED. IT IS MAINLY ALONG HEADS OF DRAINAGEWAYS L© = 8' dMAX = 9n �, I 1',r ..QEPTH OF PRAP = 24 CD-3 RATELY SLOW. AND IN BROAD UPLAND DEPRESSIONS. PEARMEABILITY IN THE THIS CLEARBROOK SOIL IS MODEREEXTEND EC- 30 LF NORTH OF PROP VDOT STD ES=1 OTOP=t84,2' 1 CRCfICAL AREAS r '? headwall and approx r �` _strm \swr ioc tion # SAN M.H. AREAS MOST SUSCEPTIBLE TO EROSION FOR THIS PROJECT ARE THE FILL SLOPES FOR THE SCHOOL ADDITION AND THE CUT SLOPES FOR THE PARKING LOT. CUT AND FILL SLOPES WILL BE GRADED TO A MAXIMUM 15" VDOT STD ES 3:1 SLOPE AND SEEDED WHEN FINAL GRADE IS ESTABLISHED. �� <. INV=678.20'- 4 EROSION AND SEDIMENT CONTROL MEASURES (SEE EROSION CONTROL PLAN FOR LOCATIONS OF SEDIMENT TRAP v o EROSION CONTROL MEASURES.)�0,0 _ _ EXCAVATED WET STORAGE AREA., 20x53 I • O Q `x L= 6. 0' 1. TEMPORARY GEAVEL CONSTRUCTION ENTRANCE: SHALL BE USED TO MINIMIZE THE POTENTIAL FOR �o, , Ho=1.0'__.-- TRACKING MUD ONTO ROADWAYS. (VESCH STANDARD AND SPEC. 3.02) ow D'D ' ST W=2.0' PHASE 1 PHA 2------ 2. STORM DRAIN INLET PROTECTION: SHALL BE USED TO FILTER CONCENTRATED RUNOFF. PRIOR I D1=1.0 �- TO ENTERING THE STORM SEWER. (VESCH STANDARD AND SPEC. 3.07). O C.O.-2 3. TOP SOILING: SHALL BE USED TO PROVIDE A SUITABLE GROWTH MEDIUM FOR FINAL SITE -�� 84 _ �? STABILIZATION WITH VEGETATION. (VESCH STANDARD AND SPEC 3.30). ` 1 �.... oil 4. TEMPORARY SEEDING: SHALL BE USED ON DENUDED AREAS WHICH ARE NOT AT FINAL GRADE BUT WHICH WILL REMAIN DORMANT FOR MORE THAN 30 DAYS SHALL BE TEMPORARILY SEEDED. TEMPORARY SEEDING SHALL BE INSTALLED WITHIN 7 DAYS OF REACHING DORMANT GRADE. (VESCH STANDARD AND SPECIFICATION 3.31) 87. ; 87.9 ` 88.2 5. PERMANENT SEEDING: SHAH BE USED TO STABILIZE THE SOIL AND PROMOTE RAINFALL M.H. CO-2 INFILTRATION. PERMANENT SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS, INCLUDING NNW BORROW AREAS, WHICH WILL REMAIN DORMANT FOR MORE THAN ONE YEAR. PERMANENT `' 1 C 3 ! ` I SEEDING SHALL BE INSTALLED WITHIN 7 DAYS OF REACHING THE DORMANT GRADE. (VESCH STANDARD AND SPECIFICATION 3.32). ; 6. TREE PRESERVATION AND PROTECTION: SHALL BE USED TO PROTECT EXISTING TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCION ACTMTY. �-- .. / / f r ,• / / / :% i / / (VESCH STANDARD AND SPECIFICATION 3.31). 00 7. SURFACE ROUGHENING: SHALL BE USED TO AID IN THE €STABUSHM€NT OF VEGETATIVE COVER WITH SEED AND REDUCE EROSION AND PROVIDE FOR SEDIMENT TRAPPING. (VESCH STANDARD ! i ref ;' f` ,�'' ' fr .f ' ,% /i,� /f j r�i ' , .9 p AND SPECIFICATION 3.29). X,�� 8. OUTLET PROTECTION: SHALL BE USED TO PREVENT SCOUR AT STORMWATER OUTLETS AND TO MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING VELOCITY AND ENERGY OF H STANDARD AND SPECIFICATION 3.18 . t38.5 88.`9 CONCENTRATED STORMWATER FLOWS. (VESCH ST D ) 9. TEMPORARY SEDIMENT TRAP. SHALL BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL / AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. (VESCH STANDARD { ,f AND SPECIFICATION 3.13). D f/+ ,�i � /�',% r' /l r ff=689.91 10. TEMPORARY DIVERSION DIKE: SHALL BE USED TO DIVERT SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY. (VESCH STANDARD AND SPECIFICATION 3,09). � PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STANDARD AND SPECIFICATION 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED ON 2:1 FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON AREAS LESS THAN 2:1. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. ANY SLOPE PERSISTING IN ERODING SHALL BE REPAIRED, RESEEDED, AND HAVE EROSION CONTROL BLANKETS INSTALLED. STORM WATER MANAGEMENT THE ESTIMATED PREDEVELOPMENT 2YR RUNOFF FOR THE SITE IS 12.6 CFS. THE ESTIMATED POST DEVELOPMENT 2YR RUNOFF FOR THE SITE IS 15.2 CFS. ALL RUNOFF SHALL BE CONVEYED TO ADEQUATE CHANNELS. MANAGEMENT STRATEGIES 1. INSTALL PERIMETER MEASURES PRIOR TO COMENCING ANY GRADING. 1. CONSTRUCTION SHALL BE SEQUENCED SO THAT TRENCHING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. 3. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 4. THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 5. AFTER ACHIEVING ADEQUATE STABIUZATION, THE TEMPORARY E&S CONTROLS SHALL BE CLEANED UP AND REMOVED. MAINTENANCE IN GENERAL, RUNOFF PRODUCING EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1. THE SILT FENCES BARRIER SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION ACCUMULATES ONE QUARTER THE WAY TO THE TOP OF THE BARRIER. 2. THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHAH BE FERTILIZED AND RESEEDED AS NEEDED. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND 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. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-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. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-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. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 12740SP2 1960718.1434 I BFHOBFH CE EROSION CONTROL LEGEND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE �P STORM DRAIN INLET PROTECTION (}(� OUTLET PROTECTION SR SURFACE ROUGHENING TEMPORARY SEEDING PS PERMANENT SEEDING ST TEMPORARY SEDIMENT TRAP DD TEMPORY DIVERSION DIKE APPROVED BY THE ZONING ADMINISTRATOR 88:9 t z w 4 r,n � M�W ,ma`s 1 PROPOSED FF=686.90' PHASE 1 PHASE 2 7.6 �< �� r•n. pavement BM: TOP OF OPERATING NUT, ELEV.= 689.31 existing parking !EW CARS) VD0T STD CG-2 TRANSISTION CURB HEIGHT DOWN TO MATCH HEIGHT OF EX. SIDEWALK. 4 _ T71- water somple box by power pole 4 SNLTH p� L DENNIS R. VkRNl1( No.19227 20 10 0 24 40 60's ati SIGNAL SCALE IN FEET A&A DOC. NO. 12740-006 ANDERSON Engineers Blacksburg, VA Greensboro, NC AND Surveyors Richmond, VA ASSOCIATES, Inc. Planners Tri--Cities, TN C0 _.. . Cn W W 0 A C z z _O 0 > E� Q y � O CD O Cl-' = o v / W 7 cy, 0 n Cif W < z o W U U LLJ c -J W O Q0 Z rn L w V 0 c� c> > C) 0 ry cr c- Li d V a b ___j O ry z O U W z< Oz ry O Q f� Q 'Q Tl o n Q CD C5 P/a ad A NOTES 1. WATERLINE CONSTRUCTION SEQUENCING 1. CONSTRUCT PROPOSED WATERLINE FROM STA 10+00 TO 11+73. 2. INSTALL TAP AT HIGH POINT IN THE LINE TO PURGE AIR FOR TESTING. PRESSURE TEST AND CHLORINATE PROPOSED WATERLINE. 3. COORDINATE WITH UTILITY OWNER FOR THE CLOSURE OF THE EXISTING LINE. 4. UPON CLOSURE OF THE EXISTING LINE, CUT WATERLINE AT STATIONS 10+00 AND 11+73. 5. MAKE CONNECTIONS WITH SLEEVES AT STATIONS 10+00 AND 11+73. 6. RETURN WATERLINE TO SERVICE. 7. REMOVE AND PROPERLY DISPOSE OF THE ABANDONED WATERLINE 2. MINIMUM COVER FOR WATERLINE SHALL BE THREE (3) FEET. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MEET COMPLIANCE REQUIREMENTS WITH S59.1-406, ET SEQ. OF THE CODE OF VIRGINIA (OVERHEAD HIGH VOLTAGE LINES SAFETY ACT). 4. ALL HORIZONTAL OR VERTICAL CHANGES IN DIRECTION FOR THE INSTALLATION OF THE WATERLINE THAT REQUIRE A BEND, ALL TEES, CAPS OR PLUGS SHALL BE ANCHORED WITH CONCRETE THRUST BLOCKS. ALL CONCRETE THRUST BLOCKS SHALL CONFORM WITH DETAIL 1/C3/C7. "T' SHALL BE 1.0 FEET. ALL VERTICAL CREST ANCHORS SHALL CONFORM WITH DETAIL 2/C3/C7. 'B' SHALL BE 1.83 FEET. 5. CONTRACTOR SHALL MINIMIZE THE TIME THE EXISTING WATERLINE IS OUT OF SERVICE. 6. THE WATERLINE SHALL HAVE A CONTINUOUS POSTIVE GRADE FROM NORTH TO SOUTH. GROUT AROUND PIPE AT CONNECTION W/36" RCP - ---- _ M M 0 Pi PLAN REMOVABLE GRATE- NEENAH SERIES R-4040 LIGHT DUTY OR EQUAL: 24" DIA. RCP, BELL -END UP BENCH FROM CROWN OF PIPE TO WALL 3"/FT. SLOPE 2500# CONCRETE --� -- - *PIPE SIZE AS SHOWN SECTION ON PLAN (12" MAX.) VDOT N0. 26 STONE-� STANDARD YARD l"" `r 2 C6 C6 12740SP2 1 960718.1447 I BFHOBFH i pla CONTRACTOR SHALL INSTALL' 6"x4" WYE P/a`� f 00 r5 '*\ y �6 C6 C7 C6 C7 I PRIOR TO INSTALLING THE SANITARY SEWER TOP=681.,2' f d a rax LATERAL, CONTRACTOR SHALL VERIFY THAT headwall an strm swr locationapp EXISTING STORM LINE AND PROPOSED SEWER INV=675.36' LATERAL WILL NOT CONFLICT. IF A CONFLICT SAN M.H. L - _ IS DETERMINED, THE CONTRACTOR SHALL � \� j 4" C.I. INV. IN=677.64' 15" VDOT STD ES -1 NOTIFY THE ARCHITECT IMMEDIATELY. x� \� L .__ _e_+'� 4N .45 INV=678.20' INV.lfi77.43 - C.I. INV. OUT -677.34' , -- `cn, 7� cah O- �, I C6 CS TYP, PHASE 1 PHA 4 6 I r2'� C6 C7 C6 C7 t C6 C8 IYP. TOP=683.1' C6 C4• ' <t INV=680.67' w r4 PLAC L.fAN OUT AT i 4 6 6 C6 C7 C61 C6 TOP STEPS. C6 C7 C6 C ®x\ INSTALL YARD INLET OVER 2 M.M. CO-2 "x6" REDUCER CO-3 V3PNG STORM DRAFT. $ ..� ,�, .,.. i ■�■� CO IR CTOR SHALL VERIFY ROOF DRAIN INV=683.1 EX. STORM DRAIN ;DEPTH C6 C8 90 , C -3 AN L ATION. �5,5'//f' /' %, f , , r ff; fr f ,r , 2 1C 4 r j / / f / _/� ., ,/ i i' % f ''` % �% .f / �i ,• f .% r'` / ! j �i /E L ' C6 C 7 ff = 689.91 ' PHASE 1 PHASE 2 ij rn 06 00 )A.P°I 1.41 3 STA 11+73t 1-8' 45' BEND f\ 4O CONNECT EX, ROOF DRAIN 1-CONC. ANCHOR VDOT TO PROPOSED STORM f _ SYSTEM STA. 11+64t f TOP=687.50' 1-8" 45' BEND 1-CONC. ANCHOR C6 C7 TYP. VDOT WARP STD. GUTTER CG-6 TO DRAIN INSTALL APPROXIMATELY 54 L i y- f OF 6" WATERLINE STA. 11+18t--'' _ 4 NEW " II I� 1 1-8 x6 TEE Co.F C6 C$ PAR 1-6" VALVE & BOX s' (23 CARS) i VDOT STD. CG-2 (SEE NOTE ON SHEET 2) C6 C 4 WARP GUTTER ° REPLACE EX. SANITARY SEWER AND -' STORM/ROOF DRAINS WITH THE SAME SIZE DUCTILE IRON CLASS 50 PIPE. CLEANOUTS SHALL BE AS SHOWN FOR OTHER INDOOR PLUMBING. pavement ecisting parking TO DRAIN VDOT SID. CG-12 PROPOSED 10' WATERLINE EASEMENT water sample box ` by power pole 1 -`7 , 42, .� , . rr.. PP40a \ VDOT ISTD. STA. 10+17t \ > __ - _ �„ W 436•► 1-8' 45' BEND 1-CONC. ANCHOR -- BEGIN 8" WATER LINE, R.ELOCA O gUx; �, STA 10+00 1--8" 45' BEND ---- - 1--CONC. ANCHOR wv sensen`I road 65 _ 60 r w _ STORM SEWER DRAINAGE PIPE TABLE FROM TO DIAMETER LENGTH* SLOPE RD 4 8" 62.3' 1.00% MIN 4 3 15' 48.1' 1.04% RD 3 6' 11.8' TOTAL 13.14% 3 1 2 15" 147.5' 1.00% RD 2 8" 51.0' TOTAL 1.00% RD RD 6' 61.0' TOTAL 1.00% 2 1 '15, 72.0' 4.21 % LENGTH FROM STRUCTURE 2 TO STRUCTURE 1 IS MEASURED FROM CENTER OF MANHOLE TO END OF FLARED -END SECTION ALL OTHERS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE STORM SEWER DRAINAGE STRUCTURE TABLE STRUCTURE TYPE INV. IN INV. OUT ROOF DRAIN INV. IN TOP 4 VDOT DI-3A -- 683.60 684.18 687.50 3 VDOT M H -1 683.10 683.00 685.60 688.55 2 VD O T M H -1 681.53 681.43 682.01 688.60 1 TVDOT ES-1 678.40 1 -- I [ -- CLEANOUT ADAPTER & THREADED PLUG ROAD SHOULDER I OR PAVEMENT 2" MIN. CLEARANCE NEENAH R-1916 OR EQUAL 4 5/8" ANCHOR BOLTS IF COVI IS IN ROAD SHOULDER v o a a FLASHING Q coo o a ���Q^� 6„ `�f3ti `tom 24" SQUARE COMPACTED VDOT CLASS VDOT #26 STONE A3 CONC. PAD TO INVERT OF CLEANOUT 15# BUILDERS FELT (FOR USE WITH ALL CLEANOUTS IN PAVEMENT OR AS SPECIFIED ON PLANS) EIMAL SITE PLAN • I CONTRACTOR SHALL TRANSISTION CONCRETE }+; AROUND THE TOP OF THE EX. GREASE TRAP TO ENSURE THE GREASE TRAP DOES NOT Ij PROTRUDE ABOVE THE CONCRETE PAD. i+ 1 ° +_ y�REASE TRAP+8 .0 I +B5. . L. n 85.1+ 9 1 rn 00 ; l SEE STRUCTURAL FOUNDATION PLAN i I FOR CONSTRUCTION DETAILS. N I w "T" SR4CK PLANTER i ENLARGEMENT AT GREASE TRAP AREA 2 C6 C6 SP,,LTH pay, APPROVED BY THE ZONING ADMINISTRATOR o` 6&NIS R. VARNEY// No.19227 4 20 10 0 20 40 60�stoNnz.�'� SCALE IN FEET A&A DOC. NO. 12740-007 AND€RSON Engineers Blacksburg, VA Greensboro, NC AND Surveyors Richmond, VA ASSOCIATES, Inc. Planners Tri-cities, TN z �...d 02 p�qq v v . �w vi 4 as a �ce 41 r1 Q s � U O ^{ `Y F4 z Q Q Z 0 Q � � Q 0 � Q 17_1' = O z w 73 0 a- �� z� �� ¢C) V)� z L J � w W � z I °' L (7) A m w Of cc Cif o > 0 r-) Q:� of of U V) is 0 USE TWO LAYERS OF 15 LB. BUILDER'S FELT ON FITTINGS DIRECTION OF THRUST OR BISECTOR OF PIPE BEND NOTES: 1. FITTING FLANGE BOLTS SHALL REMAIN FREE OF CONCRETE 2. DO NOT BACKFILL UNTIL CONCRETE HAS SET FOR A MINIMUM OF 4 HOURS T v T = DIMENSION SHOWN ON PLAN p b DIAMETER OF PIPE + 6" D v JT -- T D + 6" T j+ -- T D + I FRS CONCRETE ANCHOR FOR HORIZONTAL AND SAG ANCHORS DIRECTION OF FLOW r � SEE TABLE BELOW �- 2'-0" AWAY FROM CLEANOUT o(9 011 18" 9r CLEANOUT ADAPTER & THREADED PLUG 18" SQUARE PAD VDOT TYPE A3 CONCRETE --SET HEIGHT AS REQUIRED 45' BEND COMPACTED VDOT N0, 10 STONE OR SAND TO SUPPORT RISER ELEVABON SANITARY CLEANOUT TYPE 3 FOR BENDS GREATER THAN 46 FITTINGS REQUIRED FOR EACH CLEANOUT 22 1 /7 11 1 /4' CLEANOUT 0 WYE 45' BEND BEND BEND ADAPT. BEND 56' 1 2 0 1 1 67* 1 2 1 0 1 78 3/4' 1 2 1 1 1 90' 1 3 O 0 1 WIDTH 11MUM NOTES: 1. FITTING FLANGE BOLTS SHALL REMAIN FREE OF CONCRETE PLAN REDUCE "b" DIMENSION IN SOLID ROCK 2. DO NOT BACKFILL UNTIL CONCRETE AS APPROVED BY ENGINEER. HAS SET FOR A MINIMUM OF 4 HOURS EXPOSED BOLTS, STRAPS, AND ; DEPTH OF NUTS SHALL BE PAINTED WITH b* COVER AS BITUMASTIC PAINT SPECIFIED b 0 ' a z D ' Q d 2b f D D a STEEL ANCHOR BOLT SIZE b dio. a C 0 to 1'-0" 5/Er' 8" 3 3/4- 1'-1" to 2' - 6" 5 8" 'It 3 3 4" 2' - 7" to 3u- 0" 3 4" 12" 4 1 2" 3'-1" to 3'-5" 7 8" 12" 5 1 4" .P.84Et1.E * USE "b" VALUES AS SHOWN ON PLAN ,CONCRETE l lC1 OR CREST ANCHORS 2 C6, C3 C7 AUAF' 1 EH & I HHEAULU GROUND SURFACE 4PACTED VDOT NO. 10 STONE JD AT TOP OF BACKFILL VCH ,, '2" (#4) STEEL RODS 12" TO 18" LONG (RODS NOT REQ'D IF IRON OR STEEL PLUG IS USED) BURIED CLEANOUT PLUG (USE WITH ALL CLEANOUTS IN YARDS OR AS SPECIFIED ON PLANS) 6 C6, G3 C7 i CO-B i TRENCH PVC OR D.I.P. WATER MAIN 12" 24" V CONCRETE ANCHOR THRUST BLOCK (SEE TABLE) .77 MJ CAP b B a 16T PIPE I�J ' DIAMETER b � v i3/4" DIA THREADED RODS (SEE TABLE) L1 SOUND UNDISTURBED SOIL �f -- -I PLAN VIEW FINISHED GRADE CONCRETE ANCHOR THRUST BLOCK r" L2 MJ CAP J EXISTING PIPE TO BE ABANDONED i I� L1 MJ BELL OR \— 3/4" DIA THREADED RODS RETAINER GLAND SECTION VIEW RETAINER GLAND OR FLANGE ADAPTOR FOR PVC PIPE SHALL BE SERIES 3500 FOR DIAMETERS 4" TO 12" AND SERIES 1100 SV FOR DIAMETERS 14" TO 30", FOR DIP PIPE SERIES 1100 SD, BY EBAA IRON SALES, INC. "MEGA -LUG" OR APPROVED EQUAL PIPE DIAMETER (in) B min (in) L1 min (in) NUMBER OF RODS PER RETAINER L2 min (in) 4-8 12 18 4 27 10-12 27 33 6 50 14-16 44 50 8 1 75 WATERLINE BULKEAD ANCHOR DETAIL FOR USE IN ABANDONING E (MMNG WATER UNES NOTE: FOR USE WITH TEST OR WORKING PRESSURES LESS THAN 200 PSI 3 C6. C3 C7 I ( OUTLET TYPE PIPE TYPE SHALL BE PER PLAN �-- Do AS SHOWN { (INSIDE DIAMETER) I ON PLAN I 3*Do 6" MIN. 0 C) La CLASS 1 RIPRAP W -- Do + La 1 1. DEPTH OF STONE SHALL BE 1.5 TIMES THE MAXIMUM STONE SIZE, AND NOT LESS THAN 6" 2. STONE SHALL BE PLACED TO CONFORM TO CURVATURE OF DITCH ACCORDING TO DIMENSIONS SHOWN 3. FILTER CLOTH SHALL BE PLACED BENEATH RIPRAP FILTER CLOTH SHALL MEET VDOT ROAD AND BRIDGE SPECIFICATIONS FOR SECTION 245-GEOSYNTHETICS REFERENCE: SECTION 3.18, VESC HANDBOOK PLATE 3.18-1, VESC HANDBOOK SECTION 245, VDOT RAOD AND BRIDGE SPECS. ERO�IQN CONTROL FOR STRUCTURE OUTLET 7 C5, C2 C7 EC-1 `IWU r1111N1iJ Kt-W-U rUM CLEANOUT ADAPTER 33 3/4' DEFLECTION) & THREADED PLUG PLAN SHALL BE BURIED IN ACCORDANCE WITH /� A&A STANDARD DETAIL / CO-B r- 1" C GRADE SURFACE AWAY FROM CLEANOUT 1 SET HEIGHT AS - REQUIRED -- 45' BEND COMPACTED VDOT NO. 10 STONE OR SAND TO SUPPORT RISER DIRECTION OF FLOW FOR BENDS LESS THAN 45' FITTINGS REQUIRED FOR EACH CLEANOUT 22 1 /T 11 1 /4' CLEANOUT WYE 45' BEND BEND BEND ADAPT. STRAIGHT THRU 0 1 1 0 0 1 BEND 11 1/4' 1 1 0 1 1 22 1 /2 1 1 1 0 1 33 3/4' 1 1 1 1 1 45' 1 2 0 0 1 /I" 2 SLOTS 3/4" x 1 1 /2" A 6r 3/8" �7❑❑OOoG E7 SEWER @ �00000� ❑ ❑ ❑ �.---- V-7 5/Er TOP OF COVER 11_9 3/4" -- 1'-9 3/4" BOTTOM OF COVER 3/4" USE SOLID COVER AND 1 1/2- CONCEALED LIFTING HOLE 1 1/4" 3/8" 3/4"�� 3/4" WHEN TOP IS BURIED BELOW GRADE 1 3/4" 3 3/4" 2" T 3/8" 1 /4" - 1'-8 1187 --- SECTION A —A 1/ 4 " NOTE: THE LETTERS "SEWER" SHALL B B 13E CAST IN THE DEPRESSION IN TOP OF COVER 1" WIDE AND RAISED PLAN 3/8" HIGH AS SHOWN PLAN MANHOLE FRAME AND COVER SHALL BE SIMILAR TO VDOT STANDARD 106.02. VDOT APPROVED DUCTILE IRON FRAME 1'-8 1 /4" AND COVER MAY BE SUBSTITUTED 7/8" 3/4" APPROXIMATE WEIGHT 8.CAST IRON 3/4" FRAME: 239± 12 LBS. Izzr= ;klj i COVER: 137± 7 LBS. 5" 2'-0„ _ i 3/4" �1 SEER PACT SECTION B—B STAWARD MAN HOLE g FRAME & COVER CS C7 i F'C--1__ APPROVED BY THE ZONING ADMINISTRATOR �p LTN op DENNIS . ARNE No. 19227 SSIONAL E11� ONE ® � o ao CV C O .•y w pq i ai a � � w 0-4 Cie z C _Q z cy f-- t� Q U d- O i t1 j zLLJ r� > U LZ > V J W � � a �z VLd c� W r� W cn . n rn A m w o UCD M CK > Q � cr a > t..L: L o U U cn rn .. •• 09 .. w fs p� a0 0 A 12740DTL 1 960215.2112 ; RASOPCH ' ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri—cities, TN C7 11/16" 1"n ,• �" 8 3/4" • • • 10" 5/8"tE_ - - - - A -•-I PLAN 2" 1 1 /4" -"{ 1 /T 1„ 1 5/8" 1 /4" 1 /4" FRONT ELEVATION INSTALLATION STEPS SHALL BE POURED INTEGRALLY WITH THE MANHOLE SECTION AND NOT MORTARED OR GROUTED LATER 1 1/2"R 18" 12" 5/8" 3/4" 1 /4" J� I � SIDE ELEVATION POLYPROPYLENE PLASTIC: SOLID OUTER . •'' SHELL - POROUS MASS NO. 3 DEFORMED STEEL RODS SECTION A —A MATERIALS: POLYPROPYLENE PLASTIC - GRADE 10=1014 "RVISUN CORP," STEEL REINFORCING BAR - CONFORMS TO A.S.T.M. STD A-615 MANUAL ON UNIFORM TRAFFIC COLORS CONTROL DEVICES SIGN R7-80 BORDER - GREEN TEXT - GREEN WHITE SYMBOL ON BLUE BACKGROUND BACKGROUND - WHITE 12740DTL ` 960215.2112 RASUPCH ME W r: 3" 2" 71 COMPACTED BACKFILL SELECTED COMPACTED NOT LESS THAN 6"_ BACKFILL NOR MORE THAN 12" (TYP.) / \ PLACE STONE TO PIPE SPRINGLINE IF INDICATED ON PLANS COMPACTED VDOT #26 OR #57 AGGREGATE BEDDING 1/4 PIPE O.D. 4" MIN. 6" MIN. IN ROCK { THIS DETAIL APPLICABLE FOR DEPTHS LESS THAN 14 FEET. SEE PLANS FOR MODIFICATIONS IN DEEPER TRENCHES. STORM SEWER TRENCH BED RESERVED PARKING SIGN POST SHALL BE PAINTED DARK BROWN POST SHALL BE 4"X4" PRESSURE TREATED POST WIDTH AS SPECIFIED PAVEMENT AS SPECIFIED BACK OF SIDEWALK WARNING TAPE AT 6"-12" FOR PVC PIPE \\/ .'... OR AS \\� ICOVER N. ' ' SPECIFIED NOT LESS THAN 6" NOR MORE THAN 12" (TYP.) ir SELECTED COMPACTED BACKFILL FOR PVC PIPE, PLACE I STONE TO PIPE SPRINGUNd COMPACTED VDOT # 10 U OR #26 AGGREGATE �O BEDDING _zn O O O O 4" MIN. WHERE { 6" MIN. IN ROCK REQUIRED 7 0- _ (SEE SPECS) THIS DETAIL APPLICABLE FOR DEPTHS LESS THAN 14 FEET. SEE PLANS FOR MODIFICATIONS IN DEEPER TRENCHES. WATER MAIN TRENCH BED 3 C3 C8 TB-3 COMPACTED BACKFILL \! f \r \� .. . \ FOR DEEP EXCAVATIONS, \ / TRENCH MAY BE \ WIDENED ABOVE THIS POINT ��\ PER OSHA STANDARDS SELECTED COMPACTED NOT LESS THAN 6" BACKFILL NOR MORE THAN 12" (TYP.)� \ COMPACTED VDOT #26 AGGREGATE BEDDING - FOR TRUSS PIPE AND PVC PIPE, PLACE STONE TO PIPE SPRINGLINE THIS DETAIL APPLICABLE FOR DEPTHS LESS THAN 14 FEET. SEE PLANS FOR MODIFICATIONS IN DEEPER TRENCHES. sSL;7L�JlMJLli.Liii� MH SM 1 /4 PIPE O.D. 4" MIN. 6" MIN. IN ROCK 7 C6, C3 C8 -- -- - i- TB_ l APPROVED BY THE ZONING ADMINISTRATOR N VDOT R/W, RECESS TOP 4" MINIMUM. rHERWISE, MATCH EXISTING OR PROPOSED NISHED GRADE. -CAST IRON COVER MIN. AS SPECIFIED OR AS REQUIRED TO ACCOMODATE 3-PIECE VALVE BOX - SUPPORT BOX �- 3-PIECE ADJUSTABLE WITH MINIMUM OF CAST-IRON VALVE BOX TWO COURSES WITH ROUND BASE OF BRICK 7 MORTAR / PLAN BOTTOM OF TOP BRICK SHALL BE EVEN WIT TOP OF BONNET BOLT FLANGE (BASE SIZE I SHALL BE SUFFICIENT TO PERMIT INSTALLATION ::: - MORTAR AS SHOWN)" . r JOINT COMPACTED BACKFILL TO NATURAL GROUND VALVE BOX`' (LOWER THIRD SHOWN}-, i D VALVE SIZE + 12" -�-i 4" SUPPORT VALVE WITH SOLID CONCRETE BLOCK OR CONCRETE BARING PAD WHEN PVC PIPE IS USED SECTION ►� ��i. 71M d cn REINFORCED STEEL w v z PER SPEC. a Cr cr STANDARD MANHOLE FRAME m 0 AND COVER (NOT INCLUDED) `mot z ..._ 24" I.D. p 0 i • o _ 48" D IA. - --+� f -- — 58" DIA. 'e ALT, TOP, FOR SHALLQW � \ MANHOLES ,(FLATTOP) U-1 t STEP ~ o CAST I N PLACE I (TYP.) SEAL UNDER CASTING AND ALL JOINTS WITH BUTYL RUBBER ROPE }}i f SEALER, AASHTO M-1981 � i i p ; ww I J0 ID +D --- STEPS SHALL HAVE DID CONTINUOUS ALIGNMENT 1 BETWEEN SECTIONS v � �I - ` - SLEEVE OR GASKET 5" -- 48" DIA. ID f (TYP.) I' V } Zp" M0 d �D BENCH FROM CROWN i OF PIPE TO WALL 2 -4 /FT. SLOPE Ni l ° 2500# CONCRETE i 0000 °SECTIQN NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478. CONE SHALL BE OF THE ECCENTRIC TYPE. g' MIN. THICK BED OF CRUSHED STONE VDOT #25 OR #26 PRECAST STANDARD MANHOLE r8_"� (ECCENTRIC WITH MONOLITHIC BASE) C6, C3 C8 rMH-1 O At Klffl i 0 j yl NOTE. A&A STD MH-1 SHALL HAVE STEPS ACCORDING TO 1 U DENNIS R. VARNEY AND FRAME AND COVER No.19227 ACCORDING TO 8 ��'s�y 5 sro NAL� C8 C7 ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri—Cities, TN 0 x ® ��0 Cp O n2 � P � � al w 6 9 � � w 0 A .1 0 nt Uv N EH z Q Ci z 0 0 <t U � co %— � Co U 3 ( ) O (] r t�- zQ �� o �W V W � U w o Lli w LL_ a� LO w o U o o � ry r CC ti li CO C/n Cl) go A A U a 4 4a' G a =. • d • • • - � .- . e e •4 A. e 5 6' e ' . Q •, 8A VAN ACCESSIBLE a HANDICAPPED PARKING SIGN I• 6 g, 20' C4 C8 e e � e C�cc� a - , a a e a HANDICAP PARKING SPACE AND ACCESS RAMP DETAIL SCALE 1" = 10' C4 C4 WIDTH AS SHOWN ON PLANS i/e PO FOOT SLOPE 4' CONCRETE VDOT STD. A3 e a , C. " . W/6x6-W2.9xW2.9 WWF V25a 00 0 0VOv`00 00 - 4" BASE STONE VDOT STD. OOQ0O��O©4' - -- EXIST. GRADE SIDEWALK DETAIL 2 NTS C6 C4 2" BITUMINOUS CONC. SM-2A 6" BASE STONE 218 -- SUBGRADE PARKING LOT PAVEMENT DETAIL K 3 NTS C6 C4 3' MAX SEEDED TOPSOIL 8' VDOT NO 21-A AGGREGATE COMPACTED TO 85% STANDARD PROCTOR COMPACTED SUBGRADE FIRE LANE TYPICAL SECTION 4 NTS C4 C4 headwall CONTRACTOR SHALL tz€-1ut6V1_ - EXISTING HEADWALL TO DOWN SPOUTS AND STORM PIPE r EXISTING TRAILERS (5), BLOCK SUPPORTS, STEPS (CONCRETE AND WOODEN �'VD ELETRICAL SERVICE SHALL BE R+IED BY OWNER. iFdilef, EXISTING S RVIC� POLE, j I GUY WIRE, ND 'PERVICE Y EXISTING TREE LINE FROM OLE' #n71893 TO BE �EXIs-nNG C OTERS SfiALL BE MOVED BY REMOVED SHALL BE"REMOVED OWNER. servicel polq oak 8" Ie �J 00 TR iLERS 8 C4 TRACE) (TYPE. I' CO S FROM II� r c THE SIDEWALK TO: E EX. TR LERS HALL REMOVED I BY ME C TRAC C R. CIO 13 Ili EXISTING SIDEWALK HALL E REMOVED BY CONTR 'CT a Ik °v-) If (� CONTRACTOR SHALL REMOVE SANITARY --- I; «AND STORM SEWER LINES IN HATCHED "'AREA TO A LOCATION 20 FEET BEYOND THE NEW BUILDING FOUNDATION. REMOVE APPROX 21 LF I OF WATERLINE BET N F-- ��' REMOVE EXISTING SHRUBS ALONG PROPOSED M.J. CAPS 1 `_' THE WEST WALL OF THE SCHOOL AND (SEE SHEET C6) v I FROM THE EXTERIOR OF ALL TRAI 1 Z S-- 0 U EXISTING ELE CAL ' LINE FROM POL I 71893 TO P E 29130 SHALL BE EMOVED BY _. >r .._�._.... UTILITY OWNER. 4( POLEr►71893 A D '; ',�'.. CONTRACTOR SHALL REMOVE ITS GUY WIRE S LL' �'' THESE TREES. BE REMOVED BY THE f"*' UTILITY OWNER. H pavement; CON�'RACTOR SHALL REMOVE EXISTING SIDEWALK AS NEEDED TO PROPERLY EXISTING GRAVEL RI<! G INSTALL NEW SIDEWALK. EXISTING AND DRIVE SHALL E SIDEWALK SHALL BE SAWCUT AND SCARIFIED BY CON AC R REMOVED AT EXISTING EXPANSION OR AND WHERE NOT U DR THE BUILDING OR CONTROL JOINTS. Q '- PAVEMENT, SYARD GETEsAC PERMANENTLY SEED D. � _ — 35_ FROM-- T� i31 WV i r... DEMOLITION ITEMS SCALE 1" = 40' - 967 v — APPROVED BY E ZONING ADMINISTRATOR 12740SP2 1 960701.1042 IBFHOBFH 7 fJ /, Cv Q T,e;_ Jt / gyp �n4. 1� CO J f i � (0 J I� lJ ; lei oe ' J cu h l SE T O O 4 � t ` 1 Q+ C.v hCC) ¢4�? 41)�Ce co tr) 1o10 S•A, MCGOWAN G \ 06 511 PG 455 421 ZONE: R-P USE: RESID _ 45- 54C_1-5-45 _ T i WCRESZ BUILDERS, D8 805 PG g86 t USE. VACANT 54H-1_21 HUNTSBERRY JR' ET UX C.R 1721 coo Z DB 793 PG w� ZONE _SID -22 USE: R 54H-1 `22 a OAKCREST BUILDERS, INC 06 81B PG 1352 -ZONE-.VACANT USE: 1 54H- -23 ESTHER L. KERN WILLBOOK 91 PG 125 ZONE: R-P USE: RESID 54-A-130 NOTES 7. ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED. 8. ALL CURB RADII ARE 5.0' AT FACE OF CURB UNLESS OTHERWISE NOTED. 9. ALL PROPOSED PARKING SPACES MEASURE 9'x20' UNLESS OTHERWISE NOTED. 10. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM A SURVEY BY GREENWAY, INC., DATED 11-31-95, H. BRUCE EDENS, L.S., VA NO. 000162-B. 11. PARKING STRIPING AND PAVEMENT MARKING SHALL BE AS SHOWN. 12. PAVEMENT MARKINGS AND SIGNAGE SHALL BE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 13. CONTRACTOR SHALL INSTALL 12" x 18" METAL SIGNS EACH ON A 4" x 4" x 10'-0" LONG TREATED WOOD POST. EACH SIGN SHALL READ "FIRE LANE" (ALL UPPERCASE LETTERS) IN RED LETTERS WITH A WHITE BACKGROUND. HEIGHT SHALL BE 7'-0" FROM FINISHED GRADE TO BOTTOM OF SIGN. 14. MAGISTERIAL DISTRICT: SHAWNEE PP 029131 LOT 28 OAKDALE CROSSING SUBDIVISION GLAIZE DEVELOPMENT, INC. 541-2-1 Zatc R-P J.T, SOLENBERGER JR., ET UX DS 763 PG 1054 ZONE: R--P USE: RESID. I _r,-54 3tc ROLLING MELDS SUBDIVISION - BLOCK " C' DB 317 PG 20 I f A.D. KEEDY, ET UX SAIdTUCCI \ DB 623 PG 285 C.J. ZONE: R-P DB 525 PG 395 USE: RESID.0 CO / ZONE: R-P 54C-1-5-56 f USE: RESID. 54C-1-5-55 _ 56 - -55- 1 73-'------ - ----- --- -0 t)p n485''2 tc8c9 ZOw: asp \ BENJAMiN H. CRIM & � FREDA J. (GROCERY STORE) 6 54E-1-E-31 �rinb NOTE I I 1. OWNER/DEVELOPER: 3 COUNTY SCHOOL BOARD OF FREDERICK COUNTY, VIRGINIA }, 1415 AMHERST ST. I a WINCHESTER, VA 22601 I (540)662-3888 2. SITE ACREAGE=9.67ACRES. I 3. PROPOSED HEIGHT OF BUILDING ADDITION: 23'-6". TRUSTEES OF CHRIST EPISCOPAL CHURCH PROPOSED USE OF BUIDING ADDITION: EDUCATION. l DB 285 PG 416 PROPOSED GROUND FLOOR AREA OF BUILDING ADDITION = 16,500 SO FT ZONE: R-P GROUND FLOOR AREA OF EXISTING BUILDING = 46,900 SO FT t USE: RELIGIOUS 54-A-128 4. SETBACKS (RESIDENTIAL -PERFORMANCE DISTRICT) i FRONT=35 FEET SIDE=15 FEET REAR =50 FEET i 5. LANDSCAPING SHALL BE PROVIDED BY ALLOWANCES overhead power IN CONSTRUCTION CONTRACT AND SUBMITTED AT A LATER DATE. i 1 I % 6. 81 TOTAL PARKING SPACES PROVIDED. ' *BASED ON PREVIOUS USES THE SCHOOL SYSTEM FEELS THAT THE EXISTING PARKING IS ADEQUATE AND WILL PROVIDE A LETTER IF REQUIRED. guys 7. ENTRANCES SHALL BE OVERLAYED WUTH 2" SM-2A. Po . n451 'r4 ALL ENTRANCES IN THE RIGHT-OF-WAY SHALL BE I 8" 21-B, 3" BM-2, AND 2" SM-2A. LEGEND EXISTING PROPOSED WATER VALVE FIRE HYDRANT f WATERLINE SANITARY SEWER STORM SEWER ___�.._ _. ___._..._ ��_.. �■ ,�,�,■ �„�,. CONTOUR ------ - 00 NOTE: WHERE NEW PAVEMENT IS SHOWN PAVEMENT FOR ENTRANCES TO ROUTE 657, REMOVE OLD PAVEMENT FIRST AND MANHOLE O O GRADE TO ACCEPT NEW PAVEMENT. POWER POLE 0NEW PAVEMENT FOR ENTRANCE SHALL BE 8" 21-B STONE, 3" BM-3, TELEPHONE PEDESTAL n -- AND 2" SM-2A, N 1 TREE 1 0l 1 -o rnt �p BANK OF CLARK COUNTY 54E-1-E-30 IRON PIN SIDEWALK PAVEMENT BORING LOCATION CURB CURB AND GUTTER El ABBREVIATIONS FC&G FACE OF CURB & GUTTER FH FIRE HYDRANT FC FACE OF CURB WV WATER VALVE S/W SIDEWALK WM WATER METER P/A PLAYGROUND AREA EP EDGE OF PAVEMENT EX. EXISTING PROP. PROPOSED W/L WATERLINE D o NtS R. VARNEY No.19227 �4 40 20 0 40 80 120 VI / 16 S s�IoxAL SCALE IN FEET A&A DOC. NO. 12740-005 ANDERSON Engineers Blocksburg, VA Greensboro, NC AND Surveyors Richmond, VA ASSOCIATES, Inc. Planners Trl—Cities, TN z CD _z CD a Q v � O C-D CD = z C/-) U z w C /-) c� z� LIJ� a (W W Y Ucr- W oLLJ W � 4i z Ln U rn :, CD c� a CK o > � � � U '1y 4)qq R ae ') W a 'd y 0 a z O zW W � ry 0 L LJ z � Q � �C a� o a-- WJ d EROSION AND SEDIMENT CONTROL NARRATIVE TOPSQIL STOCKPILE SHALL BE € �D SENSENY ROAD ELEMENTARY SCHOOL LOCATED BY CONTRACTOR ► PROPOSED BUILDING EXPANSION R/o PROJECT DESCRIPTION i THIS PROJECT IS FOR THE PROPOSED EXPANSION OF THE ELEMENTARY SCHOOL BUILDING FOR A NEW GYMNASIUM, 2 CLASSROOMS, AND IMPROVEMENTS OF AN EXISTING GRAVEL PARKING LOT. � EXISTING SITE CONDITIONS THE SITE IS CURRENTLY USED AS A SCHOOL. THE AREA IS GRASS AND GRAVEL WITH TEMPORARY CLASSROOMS > THAT WILL BE REMOVED. ADJACENT AREAS `,i i � 1 _""`•-ems_. ------._.._.....-._..__....__..._._._.._._ _.-.�___-_. -. I w - ...ram! THE SITE IS BOUNDED BY RESIDENTIAL PROPERTY TO THE WEST, THE EXISTING SCHOOL TO THE EAST, ` j �` `�• co } - t i co SCHOOL PROPERTY PLAY AREA TO THE NORTH, AND SENSENY ROAD TO THE SOUTH, ;.; _ p/a'. I I SOILS_--- 0 T PROTECTION DATA SOILS FOR THE ENTIRE AREA CONSIST OF CLEARBROOK CHANNERY SILT LOAM. THIS SOIL IS MODERATELY - DQo = 8 �500 e MIN. DEEP, GENTLY SLOPING AND SOMEWHAT POORLY DRAINED. IT IS MAINLY ALONG HEADS OF DRAINAGEWAYS t OP = _ ' AND IN BROAD UPLAND DEPRESSIONS. PEARMEABILITY IN THE THIS CL.EARBROOK SOIL IS MODERERATELY SLOW. - DEPTH OF PRAP = 24 C:t33 EXTEND EC- 30 LF NORTH OF PROP VDOT STD ES=1 OTOP­0�664,z headw011 and approx I CRITICAL AREAS _ -strm,,swr 1oc tion �� ; SAN M,N. 1 AREAS MOST SUSCEPTIBLE TO EROSION FOR THIS PROJECT ARE THE FILL SLOPES FOR THE SCHOOL ADDITION AND THE CUT SLOPES FOR THE PARKING LOT. CUT AND FILL SLOPES WILL BE GRADED TO A MAXIMUM 15' VDOT STD ES" 3:1 SLOPE AND SEEDED WHEN FINAL GRADE IS ESTABLISHED. �� INV=678.20' -_ -- `� __. _ -.I------ _.. EROSION AND SEDIMENT CONTROL MEASURES (SEE EROSION CONTROL PLAN FOR LOCATIONS OF ��` - SEDIMENT TRAP,��� EROSION CONTROL MEASURES.) Q p `\, # o, ' EXCAVATED WET STORAGE AREA .2Gx5- 1. TEMPORARY GEAVEL CONSTRUCTION ENTRANCE: SHALL BE USED TO MINIMIZE THE POTENTIAL FOR - " - TRACKING MUD ONTO ROADWAYS. (VESCH STANDARD AND SPEC. 3.02) H�21i� ST w=2.0' PHASE 1 _ PHA . E 2'*'* 2. STORM DRAIN INLET PROTECTION: SHALL BE USED TO FILTER CONCENTRATED RUNOFF. PRIOR D1=1 0' I TO ENTERING THE STORM SEWER. (VESCH STANDARD AND SPEC. 3.07). 0 C.O.-2 r 4 3. TOP SOILING: SHALL BE USED TO PROVIDE A SUITABLE GROWTH MEDIUM FOR FINAL SITE _ STABILIZATION WITH VEGETATION. (VESCH STANDARD AND SPEC 130). 86 I 4. TEMPORARY SEEDING: SHALL BE USED ON DENUDED AREAS WHICH ARE NOT AT FINAL GRADE _ .._ _.- 87 1 t BUT WHICH WILL REMAIN DORMANT FOR MORE THAN 30 DAYS SHALL BE TEMPORARILY SEEDED. TEMPORARY SEEDING SHALL BE INSTALLED WITHIN 7 DAYS OF REACHING DORMANT GRADE. (VESCH r • STANDARD AND SPECIFICATION 3.31). 87. 87.9i8.2 r 5. PERMANENT SEEDING: SHALL BE USED TO STABILIZE THE SOIL AND PROMOTE RAINFALL M.H. -- CO-2 INFILTRATION. PERMANENT SEEDING SHALL BE APPLIED TO ALL DENUDED AREAS, INCLUDING _sue r..• .� -�■n ! BORROW AREAS, WHICH WILL REMAIN DORMANT FOR MORE THAN ONE YEAR. PERMANENT ` C 3 I SEEDING SHALL BE INSTALLED WITHIN 7 DAYS OF REACHING THE DORMANT GRADE. (VESCH i STANDARD AND SPECIFICATION 3.32). s 6. TREE PRESERVATION AND PROTECTION: SHALL BE USED TO PROTECT EXISTING TREES FROM MECHANICAL AND OTHER INJURY DURING LAND DISTURBING AND CONSTRUCION ACTMTY.00 (VESCH STANDARD AND SPECIFICATION 3.31). '~-- 7. SURFACE ROUGHENING: SHALL BE USED TO AID IN THE ESTABLISHM€NT OF VEGETATIVE COVER .�' r�,,� f "'�'` � p WITH SEED AND REDUCE EROSION AND PROVIDE FOR SEDIMENT TRAPPING. VESCH STANDARD j f� / % f/f AND SPECIFICATION 3.29). ( 8. OUTLET PROTECTION: SHALL BE USED TO PREVENT SCOUR AT STORMWATER OUTLETS AND TO ` MINIMIZE THE POTENTIAL FOR DOWNSTREAM EROSION BY REDUCING VELOCITY AND ENERGY OF ,>y , TO 88.5 >68.9 : / �� f,, ,, / / / j�1 f / .l / / / ��; CONCENTRATED S RMWATER FLOWS. (VESCH STANDARD AND SPECIFICATION 3.18). % f / J / . 9. TEMPORARY SEDIMENT TRAP: SHALL BE USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL �„ j/ ,/�, e AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. (VESCH STANDARD `ti. y AND SPECIFICATION 3.13). f f = 689.91 10. TEMPORARY DIVERSION DIKE: SHALL BE USED TO DIVERT SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY. (VESCH STANDARD AND SPECIFICATION 3.09). , / ,% y /' // /,r /•' / / /f fr PERMANENT STABILIZATION ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STANDARD AND SPECIFICATION 3.32, PERMANENT SEEDING, OF THE HANDBOOK. EROSION CONTROL BLANKETS WILL BE INSTALLED ON 2:1 FILL SLOPES WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE PROPERLY. MULCH (STRAW OR FIBER) WILL BE USED ON AREAS LESS THAN 2:1. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. ANY SLOPE PERSISTING IN ERODING SHALL BE REPAIRED, RESEEDED, AND HAVE EROSION CONTROL BLANKETS INSTALLED. STORM WATER MANAGEMENT THE ESTIMATED PREDEVELOPMENT 2YR RUNOFF FOR THE SITE IS 12.6 CFS. THE ESTIMATED POST DEVELOPMENT 2YR RUNOFF FOR THE SITE IS 15.2 CFS. ALL RUNOFF SHALL BE CONVEYED TO ADEQUATE CHANNELS. MANAGEMENT STRATEGIES 1. INSTALL PERIMETER MEASURES PRIOR TO COMENCING ANY GRADING. 1. CONSTRUCTION SHALL BE SEQUENCED SO THAT TRENCHING OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE. 2. TEMPORARY SEEDING OR OTHER STABILIZATION SHALL FOLLOW IMMEDIATELY AFTER GRADING. 3. AREAS WHICH ARE NOT TO BE DISTURBED SHALL BE CLEARLY MARKED BY FLAGS, SIGNS, ETC. 4• THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES. 5. AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY E&S CONTROLS SHALL BE CLEANED UP AND REMOVED. MAINTENANCE IN GENERAL, RUNOFF PRODUCING EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RAINFALL THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR: 1. THE SILT FENCES BARRIER SHALL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION ACCUMULATES ONE QUARTER THE WAY TO THE TOP OF THE BARRIER. 2. THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED. GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND 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. ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ES-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. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-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. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 12740SP2 1 960718.1434 1 BFH0BFH CE EROSION CONTROL LEGEND TEMPORARY GRAVEL CONSTRUCTION ENTRANCE �P STORM DRAIN INLET PROTECTION OP OUTLET PROTECTION SR SURFACE ROUGHENING TS TEMPORARY SEEDING PERMANENT SEEDING ST TEMPORARY SEDIMENT TRAP DD TEMPORY DIVERSION DIKE APPROVED BY THE ZONING ADMINISTRATOR 88:9 { PROPOSED rl;' /; FF=686.90 e / PHASE 1 PHASE 2 00 N „fir'✓ / /��f f / E w` 7.6 w 00 87.9 •9.uY$ wv 30 r { SNLTIi op DENNIS R. VARNEY No.19227 20 10 0 20 40 60 SIONAL Doti SCALE IN FEET A&A DOC. NO. 12740-006 ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri-cities, TN ` b A q o :? s> m - A _ y_ r_a 0 z Q C) z CD Q U � W � Q r� O p = o LU 0 C a > V ,- Q =5 U CE W o � w W � 0 Ln � A U Co CK o� o > o cy- of ar� LL o U V) pp 00 � A -I 0 ry z 0 U W Q o Z Cn Cy oW W � Q Q Q o n Q ry CD C5 P C A A w �11 w w 1�1 a MID �V-4 �C z Q C C� 0 .Q v Q CD CD f] L.L_.I U LW W � of LW Q co � rn cn c� U o Cif tr Cy> © © [� of � L U cn m Lb � m A W W f-- 1— W C61 USE TWO LAYERS OF 15 LB. BUILDER'S FELT ON FITTINGS DIRECTION OF THRUST OR BISECTOR OF PIPE BEND NOTES: 1. FITTING FLANGE BOLTS SHALL REMAIN FREE OF CONCRETE 2. DO NOT BACKFILL UNTIL CONCRETE HAS SET FOR A MINIMUM OF 4 HOURS T T = DIMENSION SHOWN ON PLAN DIAMETER OF PIPE + 6" T D + 6" T CONCRETE ANCHOR FOR HORIZONTAL AND SAG ANCHORS DIRECTION OF FLOW 2' -0" -- 2'-Cr - P1AN 1" Az" Z� GRADE SURFACE AWAY FROM CLEANOUT �- 000 00000 0) 118" ° /. 1 C6, CA—tl SEE TABLE BELOW CLEANOUT ADAPTER & THREADED PLUG 18" SQUARE PAD VDOT TYPE A3 CONCRETE SET HEIGHT AS REQUIRED 45' BEND COMPACTED VDOT NO. 10 STONE OR SAND TO SUPPORT RISER j-t— 24"—� El EVAnON SANITARY CLEANOUT TYPE 3 FOR BENDS GREATER THAN 46 FITTINGS REQUIRED FOR EACH CLEANOUT 22 1 /27 11 1 /4' CLEANOUT 0 WYE 45' BEND BEND BEND ADAPT. BEND 56' 1 2 0 1 1 67 1 2 1 0 1 78 3/4' 1 2 1 1 1 99 1 3 0 0 1 12740DTL I 960215.2112 i RAS@PCH WIDTH IIMUM NOTES: 1. FITTING FLANGE BOLTS SHALL REMAIN FREE OF CONCRETE -PLAN REDUCE "b" DIMENSION IN SOLID ROCK 2. DO NOT BACKFILL UNTIL CONCRETE AS APPROVED BY ENGINEER. HAS SET FOR A MINIMUM OF 4 HOURS EXPOSED BOLTS, STRAPS, AND DEPTH OF NUTS SHALL BE PAINTED WITH b* COVER AS BITUMASTIC PAINT SPECIFIED b / 0 i a, D o p 2b D STEEL ANCHOR BOLT SIZE b dia. a c 0 to 1' -O" 5 8" 8" 3 3/4" 1'-1" to 2'-6" 5 8" 12" 3 3 4" 2' - 7" to 3'-0" 3/4!' 12" 4 1 2�' 3'-1" to 3'-5" 7 8" 12" 5 1 le PROFiI,� * USE "b" VALUES AS SHOWN ON PLAN CREST ANCHORS 2 C6, C3 C7 -- CA-2 AUAHILK & IHKEAULU GROUND SURFACE IPACTED VDOT NO. 10 STONE JD AT TOP OF BACKFILL qCH 2" �#4) STEEL RODS 12" TO 18" LONG RODS NOT REQ'D IF IRON OR STEEL PLUG IS USED) BURIED CLEANOUT PLUG (USE WITH ALL CLEANOUTS IN YARDS OR AS SPECIFIED ON PLANS) CO—B r TRENCH PVC OR D.I.P WATER MAIN 12" 24' 6" CONCRETE ANCHOR THRUST BLOCK (SEE TABLE) -- MJ CAP e B ' I i F • 3/4" DIA THREADED RODS (SEE TABLE) L1 SOUND UNDISTURBED —� SOIL 12 PLAN VIEW FINISHED GRADE CONCRETE ANCHOR THRUST BLOCK ► . L2 MJ CAP EXISTING PIPE All TO BE ABANDONED �U- 1 IL L1 �- MJ BELL OR \_ 3/4" DtA THREADED RODS RETAINER GLAND SECTION VIEW RETAINER GLAND OR FLANGE ADAPTOR FOR PVC PIPE SHALL BE SERIES 3500 FOR DIAMETERS 4" TO 12" AND SERIES 1100 SV FOR DIAMETERS 14" TO 3T, FOR DIP PIPE SERIES 1100 SD, BY EBAA IRON SALES, INC. "MEGA -LUG" OR APPROVED EQUAL PIPE DIAMETER (in) B min (in) L1 min (in) NUMBER OF RODS PER RETAINER L2 min (in) 4-8 12 18 4 27 10-12 27 33 6 50 14-16 44 50 8 75 WATERLINE BULKHEAD ANCHOR DETAIL FOR USE IN ABANDONIM EXISTING WATER UNES NOTE: FOR USE WITH TEST OR WORKING PRESSURES LESS THAN 200 PSI 3 C6, C3 C7 'E CLASS 1 RIPRAP j= W = Do + La i 1. DEPTH OF STONE SHALL BE 1.5 TIMES THE MAXIMUM STONE SIZE, AND NOT LESS THAN 6- 2. STONE SHALL BE PLACED TO CONFORM TO CURVATURE OF DITCH ACCORDING TO DIMENSIONS SHOWN 3. FILTER CLOTH SHALL BE PLACED BENEATH RIPRAP FILTER CLOTH SHALL MEET VDOT ROAD AND BRIDGE SPECIFICATIONS FOR SECTION 245-GEOSYNTHETICS REFERENCE: SECTION 3.18, VESC HANDBOOK PLATE 3.18-1, VESC HANDBOOK EROSION FOR SECTION 245, VDOT RAOD AND BRIDGE SPECS. CONTROL STONE S_ UCTUR_L 0 7 C5, C2 C7 EC-1 �, nv r„ r,rvw RL� v rvr� CLEANOUT ADAPTER 33 3/4' DEFLECTION) & THREADEDPLUG PLM SHALL BE BURIED IN ACCORDANCE WITH A&A STANDARD DETAIL CO-B r— 1 GRADE SURFACE AWAY FROM CLEANOUT 18" 24" •-I SET HEIGHT AS REQUIRED 45' BEND COMPACTED VDOT NO. 10 STONE OR SAND TO SUPPORT RISER DIRECTION OF FLOW FOR BENDS LESS THAN 45! FITTINGS REQUIRED FOR EACH CLEANOUT 22 1 /2' 11 1 /4' CLEANOUT 0 WYE 45' BEND BEND BEND ADAPT. STRAIGHT THRU 0 1 1 0 0 1 BEND 11 1/4' 1 1 0 1 1 22 1 /2' 1 1 1 0 1 33 3/4' 1 1 1 1 1 45' 1 2 0 0 1 C 1 /4" 2 SLOTS 3/4" x 11/2" ❑❑❑ ❑❑❑❑o f 3/4" A ❑ ❑ ❑ ❑ ❑ ❑❑ At SEWER I R) E ❑❑❑ U ❑ ❑ 1 -7 5/8" TOP OF COVER 1'-9 3/4" -•---- _ 1'-9 3/4" -- B01 TO, M OF COVER 3/4" USE SOLID COVER AND 1 1 /2" CONCEALED LIFTING HOLE 1 1/4" 3/8" 3/4"�� }�--3/4" WHEN TOP IS BURIED �� BELOW GRADE 1 3/4"3/4" !f 3 " 2" 3/8f, 1 /4'# f - 1'-8 1/8" ---�(� SECTIQN A_A B 1 /4» B NOTE: THE LETTERS "SEWER" SHALL BE CAST IN THE DEPRESSION IN TOP OF COVER 1" WIDE AND RAISED 3/8" HIGH AS SHOWN .p MANHOLE FRAME AND COVER SHALL BE SIMILAR TO VDOT 1» _____ 1 10" _-___ STANDARD 106.02. VDOT APPROVED DUCTILE IRON FRAME 1'-8 1/4" AND COVER MAY BE SUBSTITUTED 7/8" -- 3/4" APPROXIMATE WEIGHT ;kl- / I 81t CAST IRON IT -- 1 3/4" FRAME: 239E 12 LBS. COVER: 137E 7 LBS. _SECTION B—B SEWER PROJECT STANDARD MANHOLE g FRAME & COVER C8 C7 -------------- ---- -- ! FC-1 , APPROVED BY THE ZONING ADMINISTRATOR 0��� p,L 1 tf OF �rrA 0 4� G'2. DENNIS R. VARNE No.19227 3_f_14 sSIO NA L ECG ANDERSON Engineers Blocksburg, VA AND Surveyors Greensboro, NC Richmond, VA ASSOCIATES, Inc. Planners Tri-Cities, TN m A q o �> A O 'T.. 00 CV 100 d� wt1 �v w O � � w m A � CQ g +Q 4v CCQ E+ z � _< z o- 0 < � � W � rn 0 0 0 L-I~ Qo (/ i W Y U W o W w W � x1 m w U O r� > o ctf� a- o > Of LL L' Cn Cn 10 •• 4 m a A A C7 1 I 10" 1 1 /4" 1" 1 5/8" 1 /4" I I 1 4" FRONT ELEVA ON INSTALLATION STEPS SHALL BE POURED INTEGRALLY WITH THE MANHOLE SECTION AND NOT MORTARED OR GROUTED LATER 1 1/2"R 5/8" 1 3/8" 3/4" 1 /4" T � I SIDE ELEVATION POLYPROPYLENE PLASTIC: SOLID OUTER SHELL - POROUS MASS 0 0 0 NO. 3 DEFORMED STEEL RODS SECTION A -A MATERIALS: POLYPROPYLENE PLASTIC - GRADE 10-1014 "AVISUN CORP." STEEL REINFORCING BAR - CONFORMS TO A.S.T.M. STD A-615 ice.►�:i� ►,:�■� d QP �- ---- - - -- 12" MANUAL ON U COLOR s CONTROL DEVI BORDER - GREEN TEXT - GREEN WHITESYMBOL MBACKGROUND RESERVED BACKGROUND - WHITE PARKING SIGN L 12740DTL I 960215,2112 RASWCH NIFORM TRAFFIC CES SIGN R7-8a 0 i FOR DEEP EXCAVATIONS, �\ TRENCH MAY BE WIDENED ABOVE THIS POINT PER OSHA STANDARDS NOT LESS THAN 6" NOR MORE THAN 12" (TYP.) \\� / . \\!/, r SELECTED COMPACTED BACKFILL PLACE STONE TO PIPE 1 SPRINGLINE IF INDICATED t ON PLANS COMPACTED VDOT #26 OR #57 AGGREGATE BEDDING 3'-0" 1 /4 PIPE O.D. 4" MIN. 6" MIN. IN ROCK THIS DETAIL APPLICABLE FOR DEPTHS LESS THAN 14 FEET. SEE PLANS FOR MODIFICATIONS IN DEEPER TRENCHES. STORM SEWER TRENCH BED 2 cs ca � TB-2 RESERVED PARKING SIGN POST SHALL BE PAINTED DARK BROWN POST SHALL BE 4"X4" PRESSURE TREATED POST WIDTH AS SPECIFIED PAVEMENT AS SPECIFIED BACK OF SIDEWALK fi C4, C1 CS NOT LESS THAN 6" NOR MORE THAN 12" - (TYP. ) SELECTED COMPACTED -J BACKFILL COMPACTED VDOT # 10 OR #26 AGGREGATE BEDDING - WHERE REQUIRED (SEE SPECS) WARNING TAPE AT Er-12" FOR PVC PIPE COMPACTED BACKRLL i 36" MIN. COVER OR AS SPECIFIED , 13fIC�JTI�JIJ�J�•\M7 THIS DETAIL APPLICABLE FOR DEPTHS LESS THAN 14 FEET. SEE PLANS FOR MODIFICATIONS IN DEEPER TRENCHES. WATER MAIN TRENCH{ BED 4' MIN. Cr IN. IN ROCK COMPACTED BACKFILL \\f FOR DEEP \ \\ EXCAVATIONS, TRENCH MAY BE \ :._ WIDENED ABOVE / THIS POINT \ . _ \\i PER OSHA STANDARDS �//\/ SELECTED COMPACTED NOT LESS THAN 6" BACKFILL NOR MORE THAN 12" (TYP.) / \ FOR TRUSS PIPE AND PVC PIPE, PLACE j STONE TO PIPE SPRINGLIN COMPACTED VDOT #26 AGGREGATE BEDDING THIS DETAIL APPLICABLE FOR DEPTHS LESS THAN 14 FEET. SEE PLANS FOR MODIFICATIONS IN DEEPER TRENCHES. SANITARY S. EWER TRENCH BED 1/4 PIPE O.D. 4" MIN. 6" MIN, IN ROCK 7 C6, C3 C8 TB-1 APPROVED BY THE ZONING ADMINISTRATOR N VDOT R/W, RECESS TOP 4" MINIMUM. THERWISE, MATCH EXISTING OR PROPOSED NfSHED GRADE. i- CAST IRON COVER MIN. AS SPECIFIED OR AS REQUIRED TO ACCOMODATE 3-PIECE VALVE BOX i SUPPORT BOX ADJUSTABLE WITH MINIMUM Of N VALVE BOX TWO COURSES ND BASE � OF BRICK --7 .PLEA MORTAR / BOTTOM OF TOP BRICK SHALL BE EVEN WIT TOP OF BONNET BOLT FLANGE (BASE SIZE SHALL BE SUFFICIENT TO PERMIT INSTALLATION - - -MORTAR AS SHOWN) JOINT COMPACTED BACKFILL TO NATURAL GROUND VALVE BOX (LOWER THIRD -._:- SHOWN)-- I I \ D • v VALVE SIZE + 12" 4. SUPPORT VALVE WITH SOLID CONCRETE BLOCK OR CONCRETE BEARING PAD WHEN PVC PIPE IS USED JECnON �u41i %A >, • REINFORCED STEEL a � Cr STANDARD MANHOLE FRAME PER SPEC. mLD AND COVER (NOT INCLUDED) crz I o 24" I.D. -4 �- I _ -- 48" DIA. -- �-� 58" DIA. I _�� `c \ ALT. TOP FOR SHALLLQW 1 ` MANHOLES(FLATTOP) I� - STEP y \� oCAST I N PLACE I (TYP.) } - SEAL UNDER CASTING AND ALL JOINTS WITH ----- I — — — — i, BUTYL RUBBER ROPE r SEALER, AASHTO M-198 o� -Jw J a. STEPS SHALL HAVE n� CONTINUOUS ALIGNMENT I BETWEEN SECTIONS v 5 ----- 48" DIA. SLEEVE OR GASKET " (�) Uj 1 BENCH FROM CROWN I Pip I OF PIPE TO WALL 2" -4 /FT. SLOPE 2500# CONCRETE i ,b o \ SE ION NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478. CONE SHALL BE OF THE ECCENTRIC TYPE. 8" MIN. THICK BED OF CRUSHED STONE VDOT #25 OR #26 PRECAST STANDARD MANHOLE 8 (ECCENTRIC WITH MONOLITHIC BASE) C6, C3 C8 Fuu_ 1 C �NLTH OF NOTE: A&A STD MH-1 SHALLQ f� f o' � HAVE STEPS ACCORDING TO 1 DENNIS R. V RNEY AND FRAME AND COVER No. 19227 ACCORDING TO ��°�' ���� 8 10 NA Lo,� C8 C7 ANDERSON Engineers Blacksburg, VA AND Surveyors Greensboro, NC Planners Richmond, VA ASSOCIATES Inc. Tri-cities, TN A •� v ea � x Q o z 0 o� oQn 0 Cl' = U C � U � w O cL C� zQ �� o (V) n L.W v 0 W W w � rn • a7 A M w o V rn o > o � � © > L z o Cn vq, R -CS 0 po W.D. SAUNDERS DB 722 PG 532 ZONE: R-P USE: RESID S,q �044 Dg ti PF/FCD ° ?os AD 2p 6 3eFDY 14 80S So E �qC,q P 86 S; �,VC \ \ \ / �v� ��,� tiT \\ 1 I \ \s6 / 2.0' pR9 PG / ZO 3 of / / m NF. p0 �O J " l / 60 o \ o / 0 D gkCR \ � Nam' < )cb qCq? /VC \ NT I � \ 1 / 6, c s \sg�9S , ?3 SFR�IICE oo �F,i- \ 0 c�/ rN M \ I GNY 3 Rq/ \ c/ 1N �F 01 #N7 873 / / �. / `N s RF yY � � / / �� � -- °q� � \ gi�FR � ✓ / .22. 26 6896 1 N p� ^( C / o^ F 8 � �• / I �� £s / -i o / o / ZON 0011r4. kF 11 / / -29" o l l �o USF £ R 91 Zg o^� RFsiD G °1b 19 At, ii �lb 010, MAGNETIC 1995 Boundary Reconciliation In the above description you will note some discrepancy between the surveyed measurements and those contained in the record description of the property of record in Deed Book 284 at Page 421. The discrepancies can be reconciled as follows: The first course, now measured as N23'52'20" E— 540.44', is significantly shorter than the record distance of 576.2' due to the outconveyance of a strip of land for widening of Senseny Road (Va Route 657) To Commonwealth of Virginia by Deed of record in Deed Book 366 at Page 439. The second course, now measured as N45'48'23"E-352.81', is slightly shorter than the record distance of 353.0' due to the location of undisturbed monuments found in place which are substantially in accordance with the calls of the adjacent Rolling Fields Subdivision — Block "C.' The third course is in agreement with the record description resulting from the setting of a new iron pin at the eastern end of said line, in substantially the same location as a disturbed (bent) iron pin found there. The fourth course, now measured as S35'09'00"W-849.62', is significantly shorter than the record distance of 887.0' due to the outconveyance of the previously mentioned portion for Senseny Road. The final course, now measured as N68'33'21"W-436.85', is longer than the record distance of 427.4', which is also due to the outconveyance of the portion for Senseny Road which relocated the boundary north of the record boundary and lengthened this course as a result of the departing sidelines. Boundary Description The accompanying drawing represents a boundary survey of all the remaining land conveyed to County School Board of Frederick C-,unty by deed dated November 26, 1962 of record in the office of the clerk of the Circuit Court of Frederick County, Virginia in Deed book 284 at Page 421 (less that portion conveyed to Commonwealth of Virginia by deed dated May 14, 1970 of record in said clerk's office in Deed Book 366 at Page 439.) The said land fronts the northeastern boundary of Senseny Road (Va. Route 657) about 350 feet southeast of Foxbury Lane in Shawnee District, Frederick Country, Virginia and is bounded as follows: Beginning at an iron pin set in the northeastern boundary of Senseny Road (Va. Route 657) corner to Esther L. Kern; thence with Kern and then Windsor Hill Estates N23'52'20" E-540.44' (576.2' per record description) to an iron pin found corr:er to Rolling Fields Subdivision — Block "C"; thence with Rolling Fields — Block "C" for the following two courses: N45'48'23"E-352.81' (353.0' per record description) to an iron pin found; thence S&V11'00"E-471.1' to an iron pin set in a line of H.G. Brown et als, Trustees of the Christ Episcopal Church; thence with said church S35'09'00"W-849.62' (887.0' per record description) to an iron Pin set in the northeastern boundary of Senseny Road (Va Route 657); thence with said road boundary N68'33'21'W-436.85' (427.4' per record description) to the point of beginning. ................9.67 Acres ...............November 29,