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HomeMy WebLinkAbout030-95 Redbud Run Elementary School - Stonewall - Backfile (2)MAIN ItNANUL VN tx ItNNUN. - - `� STA 27+41X9 MATCHL.` INE SEE SH C6 25. DIRECTION 1 \ SIGN c 0 STA 26+1 3 / . . / x °000 00 y ' / IRECTION 1 \ \ 2 SIGN b O , - \ \ \ STA 25+ 4.53---\ � s,� ,� �JQ / O / / � / f/ f \RR• STA 25+16 o / °O S�'0 / \ i� /, 0°�°5r, 9 , -DIRECTI SIGN 57 .O R65..TYP ' O '\3r5r. 2' \ \ O- / l sr.r. i \ j /�� �,`�' BOLLARDS ® 4.00' OC °\3� 11 6"x6'-6" CONC PAD \ 410 \ \ �,• s FOR BUS FUELING STATION. %,t IDENT}I:ICATIO '}� % '``� • `L O / W , / 0 O O. SEED IL N, SH Al FOR DET S ST9 P / x00 SIG \ 9 n 6'0;.`r/ IxO <'x> l9 s / / FL POLE - - '00- STA 22+56. ��- FIRE LANE SIGNS, LOCATE AT 100' OC ALONG FIRE LANE \ \`I \ . .,. R100.00' - 1 ASPHALT 11 I BASKETBALL 1 w COURT 11. I Ilou,l ip Ni oI Ilo�l I Ii z i II I 50.00' 0' WALK / STA 19+07, (10 o ilI x -` o a 00 \ \ o o S o /o. \ M _ 1 r) - + 1 � l to \ C N \ x 00 Q Go c iNDENTIFICATION \ / NEW PUMP STATION, SIGN - \� SEE SH C10 \ N86 019 1 6 W -21 --___5. 5 MATCHLINE_ SEE SH C5 0>; 44 "vv - i - - - N /,q R O U TE Q _ _ n 1- _ _J 1.- LL - rL - 1__ Z n n r n n n r n _ n n n n n n n n - {•,! \ ' � �` _ = \ �� � (� �S % 10+50 _ - -- -- ---� --_ -- _ - _ _ -� I \ lY l L�� \ \ --- ----.� - - - - - _- «v - �l� _�_„� o�, oo STA l0 \ \ \ \ +2©SITE PLAN 4�41 Q. \ 4, 4`3935 WLLS, C,;,FR & OEM. INC. wi-Kh" I I 9501C '=1.00 TOP iWG 24 10:36 am CURVE TABLE NUMBER DELTA CHORD BRG RADIUS LENGTH TANGENT CHD LENGTH Cl 89*14'51 N 00'46'36" E: _ 78,00' 121.50' 76.98' 109.58' C2 66'43'08" S 45'44'43" E 259.99' 302.75' 171.17' 285.94' C3 58'32'20" S 16'53'01" W 369.99' 37-8.02' 207.37' 361.79' C4 97*45156" N 30`13'19" W 260.00' 443.64' 297.86' 391.75' C5 68'32'48" S 15'06'58" E 230.00' 275.16' 156.74' 259.05' C6 91'47'10" S 23'59'41" E 155.00' 248.31' 159.91' 222.59' C7 83*26'19" S 88'53'28" W 40.00' S8.25' 35.66' 53.24' C8 22'18'13" N 58'19'26" E 262.50' 102.18' 51.75' 101, 54' C9 23'19'22" S 57'48'51" W 197.50' 80.39' 40.76' 79.84' C10 57'22'08" S 73'17'03" E 100.00' 100.13' _ 54.71' 96.00' C11 77'37'S2" N 39'12'57" E 100.00' 135.49' 80.45' 125.36' C12 19'13'43" N 09`12'50" W 100.00' 33.56' 16.94' 33.40' / NOTES THIS SHEET: 1. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"X4" PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4'-� 0" ABOVE GROUND. LETTERS ON SIGNS SHALL HAVE. A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1, AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1:5 AND 1:10. LETTERS TO CONTRAST WTH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). U2. UNLESS OTHERWISE NOTED, ALL EXTERIOR CONCRETE PADS SHALL BE 4" THICK PLACED ON A 4" LAYER OF VDOT #21 A AGGREGATE. REINFORCE WITH 6x6, W1.4xW1.4 WWF OR FIBERMESH. 3. UNLESS OTHERWISE NOTED, ALL WALKS ARE 4'-0" WIDE. 4. ALL DIMENSIONS TO CURBING REFER TO FACE OF CURB. 5. ALL DIMENSIONS TO THE BUILDING REFER TO FACE OF BUILDING. 6. CONCRETE LOADING DOCK & DUMPSTER PADS SHALL CONSIST OF 6" OF 4000 psi CONCRETE REINFORCED WITH #5 0 12 EW AND PLACED ON 6" VDOT #21A AGGREGATE. PLACE REBAR AT CENTER OF SLAB. �7. VDOT WILL MAINTAIN THE NEW ACCESS ROAD IN ITS ENTIRETY. �8. SIGNS SHALL BE AS DESCRIBED IN SPECIFICATIONS SECTION 10430. EXACT LOCATION TO BE DETERMINED IN FIELD. CORRIDIN.ATE WITH OWNER'S REPRESENTATIVE. --"---------------------------------��-� _-. r \I I 1 1 1 I I 1 I I i i 1 i 1 I I I I i 1 I 1 I I I i i i I I 1 1 I I I i i i i i i i i i i i i i i i i i i i t i i i i ASPHALT BASKETBALL COURT MARKING PLAN 0 r- 00 1 ---,t,--- -MAIN COURT BASKETBALL-, 6'-0" OUTSIDE RAD 2'-0" INSIDE RAD DIVISION LINE 0 I 00 16" MARKS (TYP) 14" SPACES (TYP) I CV `�' 2" WIDE LINES O O N - GOAL ABOVE (TYP) 0 o �� 8" WIDE �' - - �t�- - - PERIMETER i ; LINE 2, -0" '8 44'-8" "8 NO SCALE 20'-0"- - -�I ---- 3" MAX SEEDED TOPSOIL --- 8" VDOT NO 21 A AGGREGATE COMPACT TO 85% STAND. PROCTOR - COMPACTED SUBGRADE FIRE LANE -- TYP SECTION NO SCALE .. 2 t ..ter > • �.�� r T H � L /Poi� ROBERT B. OLIVER No. 03543' s r- Z I c� z I v' z d V i Q ii 0 J •"o Q I a O PI o U �Zt�iX Ua' 1 .f It9 U j \ m Q+z Il o v u! w c z c � �o y� o ^ � v y� �Q as � w b �1 0 tV Oi A � � I j C\i rr ��� V1 ►n CQF z Q F-- OC C\I z I L1J � O L.L z U L� ry � n � � m Q to >= L _j z ry 0 U it Y U LLJ Cl w z C) z � r o rn a-! i ' CL o I O m I �) a. i bt I I o C 2 r- 7 - • i r , 0 ., w ,. i - - - - _-;.� — i _ " , :7 " - I 1% . � . � D I . - � , -- , �� . � 'w 'a V L) � ,,,,-,;t � , ,_ mm"' R A W'I "" G Ap""' ­_� I � __11 �, � 1. -, ,L'-, __ N . "ftk ""w i�,_�_,__,_.,_­_�"" ­1 . � . I I V D 'Lol�'�'X v . . I ___� .... ,_�__,�_% - I ... � 11_1._` - i, ­ __1 ­ - - � __..-I - '' - . I ,.11 -. .. - _ _ - � ­ 11. , - . . - - �­___4t­_­_ - I �, � " '7 ':", _.... ... . I _­,_�, - -1 , %� - ... . . � I �. - 1 __` s , - -?-. - - ,_, " I � ! I I � T1 TITLE SHEET ti . I — = - II . _ - I1IJ-1� iI��; II . �11�. � .EFMII [) ---.-, i � -4 Cl OVERALL SITE PLAN .. C2 SITE DIMENSIONAL PLAN ( `- x C3 SITE GRADING, DRAINAGE & EROSION CONTROL PLAN _ - C4 SITE UTILITIES PLAN j .4 I_=______. ____� - 1�I= � , . r,q m ). . t�=`: , r C5 OFFSITE IMPROVEMENTS PLANS ' t- `_ C6 OFFSITE IMPROVEMENTS PLANI- 11%lqw I�� t.I- . r 1: 1.7 AwI - LE I tj r- _-)__f-i - . 7. C7 ACCESS ROAD j << 3 , Kw -__. _ - e _ _ . - - _ �_,_: - _ CB ROAD CROSS SECTIONS � CS SANITARY SEWER ,PROFILES AND STORM DRAIN PROFILES 1I -- ­Z-­I�- - -_ �11-_4I _-I�,,-", .i��k-�.'� �­ _-,-.1.�,_I _,_I�- ,,�-­.�:�,-.- .`,._ I"" - -1 1!II.��,,r� 1I ,,I ,_�-LI,, ­t­�I-­.i - I�_ �1,-1_ -'1 -, I .. 1.II_-_I -fI., �,,.,. ,.k._�1L : �­'.�'.I_­.­-�I1. ','.-, �� "t­1,"- ",1". ,11,�1,- '�_ ',,,�,,� , �, 1t ._-- �.'..- -;��I .,.- �-I,I,- ,"�-�, ,---.J,.,- -�,L�I__�� , %_I "_- �.�Z-_� ,, ",­,� ,.. 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L��_-.­- .,,'- - ::___A��l1I,- n II. i - -, -�,- - 1­, �i II ;;; 1 ,., . _ �-, , l-�, �,I'II� 1.L1-I ..:;�11 , II2- oAgIaw 0 l�Ml1b. -�QkAU1,r�I3R��w qw � — AI �gaI�ff�N.i m� � . . ME A. 11,­;5p�,1� 0__'-_. _1. �-1_�0 _,��)�1�_(�_,��,q!)-%F', _. _-'D51t,1__,,�-� _7 _-E,, i f ,.-_ � V -� - Q_f-I 1­ 4 -,41�I-�i I,t�i� I, �-::�o�::T::1:: I-��, �1��­I II :..,i1r II -._1I- r- 1"� mN- \E/ 7QU' _4< �T 1._I � - �T - _ /4 —1 _­ Y LR -M dl III��, � !1II��I� iI�"�1i ii1IIi1II III1�,III1.!1II:II111f11,1iI;!- :)��III,ItII�..��;IIZ�, I�,i�I!�,��"I- - : IL�Ii1LI�,I'1--�. 1.I-::-I��,, ,I�I1,' I -.I..,,'III.-,_,�. (II:I�� : - , kI : 1,"�I C10 PUMP STATION PLAN, DETAILS AND FORCE FAIN PROFILE .F C11 CROSS SECTIONS -ROUTE 7 IMPROVEMENTS i �," f C12 SITE DETAILS AND SEDIMENT & EROSION CONTROL DETAILS T C13 SITE UTILITY DETAILS - -�--_ . C14 SITE ELECTRICAL PLAN ;I -f F z. kf _ - 3. Al ROOF PLAN AND DETAILS 0 A2 SKYROOF AND ROOF DETAILS Y. ¢ ' A3 CANOPY PLANS, ELEVATIONS AND DETAILS u A4 CANOPY SECTIONS AND DETAILS f A5 PARTIAL FLOOR PLAN- AREA °A° i - ._­ �-�A . A6 PARTIAL FLOOR PLAN -- AREA °B' ,L/� ,I/ -� . K'1I I 9w. 1. I . E, -M . - .r� 1MjTV-.. I % MA I AI w5m­A. . . 2­I1-Y X. IL� . . . -iIIfa 1-O Ik IN.i 9!'*m .a.. i II % I��5 I 1.—� )IIII-� I�;II I II i I.I I II I _I.I. � .11 III --I I � II , A7 DOOR SCHEDULE, DOOR TYPES AND WINDOW TYPES A8 FINISH SCHEDULE AND FRAME TYPES I� : - A9 ENLARGED TOILET PLANS, HEAD AND JAMB DETAILS _ . ' - - A10 BUILDING ELEVATIONS °_ _ A11 FIRE PLAN AND DETAILS , _, Al2 BUILDING SECTIONS 1. dr A13 BUILDING SECTIONS A14 SECTIONS AND DETAILS . - A15 SECTIONS AND DETAILS I _ - A16 PARTIAL REFLECTED CEILING PLAN - AREA 'A° a _ A17 PARTIAL REFLECTED CEILING PLAN -AREA 'B' _,_ a A16 PARTIAL FLOOR PLAN -AREA A CABINETS, SHELVING AND DETAIL 1 Al Q PARTIAL FLOOR PLAN -AREA °B' CABINETS, SHELVING AND DETAILS A20 CABINETS SHELVING AN L,�I .. III 1. A21 SHELVING AND DETAILS I7 - • _ A22 PARTIAL FLOOR PLAN -AREA 'A° FLOOR PATTERN LAYOUTS - 't �6 izs _ IV $ - _ A23 PARTIAL FLOOR PLAN - AREA 'B° FLOOR PATTERN LAYOUTS i = _-y FS1 FOOD SERVICE EQUIPMENT SCHEDULES & DETAILS - • � . FS2 FOOD SERVICE EQUIPMENT ELECTRICAL PLAN 4 , "4 . • FS3 FOOD SERVICE PLUMBING 6MECHANICAL PLAN _" S1 SCHEDULES, DETAILS & GENERAL NOTES . - - S2 PARTIAL FOUNDATION PLAN - AREA 'A' . - t - S3 PARTIAL FOUNDATION PLAN - AREA 'B' - t g a 4 1 S4 PARTIAL ROOF FRAMING PLAN ®AREA eAp S5 PARTIAL ROOF FRAMING PLAN -AREA B S6 SECTIONS AND DETAILS j S7 CANOPY PLAN, SECTIONS DETAILS P1 LEGEND SCHEDULES AND DETAILS - R PLAN AREA 'A' i PLUMBING PARTIAL FL00 , I` P2 P3 PLUMBING -PARTIAL FLOOR PLAN AREA 'B' +' - P4 DETAILS ;;- 6 ' P5 DETAILS - - - - - I -' M1 MECHANICAL LEGEND AND DETAILS ,' r g., M2 DUCTWORK PARTIAL FLOOR PLAN - AREA °A'" I - M3 DUCTWORK PARTIAL FLOOR PLAN ®AREA °B° M4 PIPING PARTIAL FLOOR PLAN - AREA 'A' I. - - - - M5 PIPING PARTIAL FLOOR PLAN - AREA 'B' - - M6 ENLARGED MECHANICAL ROOM FLOOR PLANS AND DETAILS .� —,. ,, M7 CONTROL DIAGRAMS AND SCHEDUL . _. __ - ,. _ _ E AILS E1 ELECTRICAL LEGEND, SCHEDULES AND D T ' ' ` ;xi . - - E2 LIGHTING PLAN, PARTIAL PLAN - AREA 'A' , • E3 LIGHTING PLAN, PARTIAL PLAN -AREA °B' R `I E4 POt�ER AND SIGNAL PLAN, PARTIAL PLAN AREA °A' !! E5 POWER AND SIGNAL PLAN, PARTIAL PLAN ®AREA °B° MACH MACHINE (R) RIGHT THRSLD THRESHOLD E6 ENLARGED FLOOR PLANS °."f AD ANCHOR DOLT, AUGER BORING, CONTR CONTRACTION FLUOR FLUORESCENT E7 RISER DIAGRAMS . , ADDITIVE BID ITEM CONV CONVERTER FPH FROST PROOF HYDRANT MAS MASONRY R RADIUS, RISER, RUBBER SHEATH THRu THROUGH Eg PANELBOARD SCHEDULES ti ABS AIR BREAK SWITCH COP CU COPPER FPFEET PER MINUTE MATL MATERIAL RA RETURN A!R TP TEST PIT ABV ABOVE CORK CORRIDOR FR FRAME, FROM MAX MAXIMUM RAID RADIUS TR TOP REGISTER E� PANELBOARD SCHEDULES AC AIR CONDITIONING, ASBESTOS CEMENT, CD lNONRE}NFORCED CONCRETE PIPE FRZR FREEZER MBH THOUSAND BTU PER HOUR RCP REINFORCED CONCRETE PIPE TS TOP OF STEEL, TOP OF SLAB E10 WIRING DIAGRAMS . i� ti ASPHALTIC CONCRETE CPT CARPET FS FULL SIZE MD MANUAL DAMPER RD ROOF DRAIN, ROAD TW TOP OF WALL ACB AIR CIRCUIT BREAKER CR CEILING REGISTER FT FOOT, FEET, FLOOR TILE MECH MECHANICAL' RECP RECEPTACLE TYP TYPICAL ,- • m a ACSR ALUMINUM CONDUCTOR STEEL REINFORCED CRS CORROSION RESISTANT FTG FOOTING MET METAL RED REDUCING TX TI�ERMAL EXPANSION ACST ACOUSTIC CSK COUNTER SUNK FURN FURNANCE MFGR MANUFACTURER REFL REFLECVE AD AREA DRAIN CT CERAMIC TILE, CURRENT TRANSFORMER MH MANHOLE REFR REFRIGERATOR UG UNDERGROUND :­- ADJ ADJUSTABLE CTR CENTER. GA GAGE MIN MINIiVIUM, MINUTE REG REGULATOR, REGISTER UH UN}T HEATER AL ALUB�AINUM CU CONDENSING UNIT GALV GALVANIZED MISC MISCELLANEOUS REINF REINFORCEil�ENT U/S UNDERSIDE " .- ALT ALTERNATE CW COLD WATER GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED MO MOTOR OPERATED, MASONRY OPENING READ REVISION AMP,A AMPERE CW® CAPILLARY WATER BARRIER GL GLASS IMOH MASONRY OPENING HEIGHT REV REVISION V VENT, VOLT, VALVE, VINYL ` G - ANOD ANODIZED GLE GLOSS ENAMEL MOW MASONRY OPENING WIDTH RF ROOF V ASB VINYL ASBESTOS '„- AP ACCESS PANEL D DEPTH, DEEP, DEGREE OF CURVATURE, DRAIN GPM GALLONS PER MINUTE IMP MEDBUNd PRESSURE RG RETURN GRILLE VAC VACUUM - 7 APPROX APPROXIMATE D PNL DISTRIBUTION PANEL GR GRADE MD MOUNTED RGH RO�;GH VB VINYL BASE F I ARCH ARCHITECTURAL DB DRY BULB, DECIBEL, DIRECT BURIAL GRD GROUND MTG MOUNTING RI RUBBER INSULATED VC VARNISH CAMBRIC, VITRIFIED CLAY �. ��� st ARR ARRESTOR DEMO DEMOLITION GSU GLAZED STRUCTURAL UNIT MWP MEMBRANE WATERPROOFING RL RAIN LEADER, REFRIGERANT L}QUID VCP VITRIFIED CLAY PIPE `� ASPH ASPHALT DET DETAIL G1�/ GR®UND WATER R6� ROOI�1 VCT VINYL COMPOSlT10N TILE t NORTH RNG RANGE VENT VENTILATING ' AT ACOUSTICAL TILE DH DRILL HOLE GYP GYPSUM N AWG AMERICAN WIRE GAGE DIA DIAMETER NC NON COfiOS1VE RO ROUGH OPENING VERT VERTICAL DIM DIMENSION H,HGT HEIGHT NDC NOSE DOWN CUR® RPM REVOLUTIONS PER MINUTE VEST VESTI®ULE RS REFRIGERANT SUCT�O VS VENNT STACK B BOTTOM, BATH DN DOWN HB HOSE ®I®� N€UT NEUTRAL - ,, VTR VENT TNRU ROOF " -k BBD BASEBOARD DIFFUSER DL DEAD LOAD HD HARD DRAWN NIC NOT BN CONTRACT S SOUTH - _ EML_-M__"w.. IL-- - -. ­�h0� DM.TM M,. 1. 1L�0A��gum\ � ._ -, NTmo"wh,- ). Km. I 5 iwkff, m5-_I%A_m i�q. l011.qk. '. s- "II 0, *TB 1UeI�9FB12._0_1_1__9rM�M. . I N) -� _'%A�rA9M9_ll0'_I �- �— It� I � � 'I 0Aff _W T - ;;;R7E ImN -I I -e _N_�_IN_t L_ l ara_W1 aOS%TF-lf -(p_. m.1>91 �j.- I. . ,.� 4I . .v11 � � 1_ic_ BD BOARD DMPR DAMPER HDHARDWARE. AN .. w NO. NUM®ER SAN SAN{TARP SE3ER VWC VINYL WALL COVERING BHP BRAKE HORSEPOWER DN DOWN HGSW HORN GAP SWITCH NOM NOMINAL SATC SUSPENDED ACOUSTICAL TILE CEILING BLDG BUILDING D0. DITTO H!. HIGH NTS NOT TO SCALE SC SPECIAL COATING, ACRYLIC W WIDTI�, WASTE, WATER, WATT, WEST I I,'�--- - ­­ ISlLoHnI .aEM-m1 pRffi".ffi.M m�- w II � AffMn. —.qA,K�t,:.m I "I.imMI.. �h(%A 7mlgawp0�mwo. -_I Ikk.3�.__.__ Cn e:IZ 5pdsEr-101r, 2w"w9.1— 2 wR 0I5pId' 1mg vwm�_ �1_b-1_. 2T 11- �_�TI _I , e q __ D�=m I1V�T1I"-- ' :�, ��_',,���-�.- _." ". `� -�,._� �,, i_,,:- __��_ �, ­"�-�'-�,1 _=_��-�,_1_,_-,f7­__­�a_�-�,-­.­:'"_ I,��-��i � _-_"I_�-­-�,-­--: I� -�_�j�I,_,�-L,1 �I ,�,1. --, �,�w­�--,7 I �- _­� __-­111�,--111 ��­_�- -_­�,, E ,��-�-- ,1­__1�-I1,I_1 __,�rI �?-''­�,, u '%" ,.I �, ., -, . - - � . -_ . - �- . , � � , _ ". ­` ­­ - , - BLK BLOCK DS DOWNSPOUT HM HOLLOW METAL W/ SCH SCHEDULE WA WAINSCOT BLW BELOW DW DRYWALL, DISHWASHER HORIZ HORIZONTAL OA OUTSIDE AIR SD SPLITTER DAMPER, STORM DRAIN W WITH 4 —_ BM BEAM DWD DRINKING WATER DISPENSER HP HORSEPOWER, HIGH POINT OC ON CENTER SECT SECTION fO WITHOUT ­ - ..­ .-, � --I , I .1 17.I� t#4� �- BR BOTTOM REGISTER DWG DRAWING HR HOUR OCB OIL CIRCUIT BREAKER SFCB SPLIT FACE CONCRETE BRICK WET BULB '� / WC WATER CLOSET �� i ' ��� _ o BRG ®FARING HS HfGH STRENGTH OD OUTSIDE ®[ABMETEi� SERV SERVICE - =. BSMT BASEMENT E EAST HVY HEAVY OPNG OPENING SF SQUARE FEET, SQUARE FOOTAGE WG WATER GAGE I 1.1 ; ,,, O- 11 � ,' 1. BTU BRITISH THERMAL UNIT EA EACH HW HOT WATER, HEADWALL OPP OPPOS[TE SGE SEMI —GLOSS ENAMMEL WD WOOD, WIDE _ _ I ­ ��- . � I '�,*. 1 :� N R E.A.T. ENTERING AIR TEMPERATURE HWL HIGH WATER LEVEL OPT OPTION SH SHEET WH WATER HEATER o _` BTU/HR BRITISH THERMAL U IT/HOU �� ^` ;7 BTWN BETWEEN EC EMPTY CONDUIT HZ HERTZ OSD OPEN SITE DRAIN SIM SIMILAR WL 11VATER LEVEL RLINE EER ENERGY EFFICIENCY RATIO OVHD,OH OVERHEAD SKCP SUSPENDED KEENE°S CEMENT PLASTER WP WATERPROOF, WEATHERPROOF �_'� CENTS SL SLOPE WS WASTE STACK, WATER SURFACE, WATERSTOP / _ - Q_ EFF EFFICIENCY ID INSIDE DIAMETER 7 1` CAB. CABINET �__ ___-__ , EBFS EXTERIOR fIVSULATION FINISH SYSTEM IRI. {NCH P PIPE, PAII�iT, PAINTED SIMH SANITARY MANHOLE WSHR WASHER , CARP CARPET EL ELEVATION . fNSUL INSULATIOiiI, INSULATED PAF POWER ACTUATED FASTENER SP STA T fC PRESSURE, SINGLE POLE WT BGHT, WALL TILE �- ' _ __ CAP. CAPACITY ELEC ELECTRIC INT BIvTERIOR PART°N PARTITION SPC SUSPENDED PLASTER CEILING WWF WELDED WIRE FABRIC %' �� \. - CC CENTER TC CENTER, COOLING COIL EMER EMERGENCY iNV INVERT PB PULL BOX SPDT SINGLE POLE, DOUBLE THROW —, CD CEILING DIFFUSER =� i EMT ELECTRICAL METALLIC TUBING ILO IN LIEU OF PH PHASE SPEC SPECIFICATION X—STR EXTRA STRENGTH J^ CEM CEMENT EP EPDXY PI POINT OF INTERSECTION SPST SINGLE POLE, SINGLE THROW XFMR TRANSFORMER AR —� —' 1 I CER CERAMIC EPDM ETHYLENE PROPYLENE DIENE MONOMER JB JUNCTION BOX PIV POST INDICATOR VALVE SQ SQU E � z, CFM CUBIC FEET PER MINUTE EQ EQUAL JC JANITOR CLOSET PJF PREFORIMED JOINT FILLER ST STREAM, SINGLE TI�ROW, STREET, STEAM 2:1 1, !' t _ CFH CUBIC FEET PER HOUR IP (PIM NT JCT JUNCTION PL PLATE, PLASTIC LAMINATE STA STATION SLOPE 2 HORIZONTAL TO 1 VERTICAL �1 �`---�.! r` �� CI CAST IRON n E�AP EQVAPORATIVE JST JOIST PLAS PLASTER STD STANDARD WINCHESTER ���� '� �. 661 - CIP CAST IRON PIPE PLNJ PAPER AND LEAD NEOPRENE JACKET STL STEEL 1 ON 2 EW EACH WAY JT JOINT r -• CIR CIRCULATING EWC ELECTRIC WATER COOLER PLYWD PLYWOOD STOR STORAGE SLOPE 1 VERTICAL ON 2 HORIZONTAL I1, < \\ I CJ CONTROL JOINT, CONTRACTION JOINT EXH EXHAUST KCP KEENE°S CEMENT PLASTER PNL PANEL STR STRUCTURE t ;y SE - - ;� ­ I� ,I- " _1_-- ,_­,- -, I_-I,,��- ��-"�._1. II� 11-�1_"�-_-� ­­­ - 1. __.­ '�- -.-.,I,_-�- -�,1-.1-_'-- I- -,;-��.I­� '�-'-I_ _, .,I-,_ �­ ,-­ - II �-, I. I-�I - Ip.. I-�.I -. �1,,�, CKT CIRCUIT EXIST EXISTING KIT KITCHEN PRELIM PRELIMINARY SUP SUPPORT 1 PH SINGLE PHASE `--,��/'—._ I -` : GL CLEAR, CLOSET EXP EXPANSION, EXPOSED KO KNOCK OUT PRESS PRESSURE SUSP SUSPENDED 3 WAY THREE WAY CLG CEILING PRIM PRIMARY SW SWITCH 3 C THREE CONDUCTOR --_ �� `1I ,,-�-I.- , �.. 1 ,-��II_L_.-. � , -. 1"--,, 1r, - _ �, -" _ , ­ I'-,,��" -_ - --I-,I -- II-�I � : � -..t, - -_ EXP JT EXPANSION JOINT KV KILOVOLT - tJ— CMP CORRUGATED METAL PIPE EXT EXTERIOR KVA KILOVOLT —AMPERE PRV PRESSURE RELIEF VALVE SWBD SWITCHBOARD THREE POLE /" ' — 1` —_ ,},'� f �-- �� CMPA CORRUGATED METAL PIPE ARCH KILOWATT PS PULL SWITCH SWGR SW�TCHGEAR �:,_--1 \` -�' I - 656 i t KW CMU CONCRETE MASONRY UNITS PSF POUNDS PER SQUARE FOOT 4 WAY FOUR WAY DEFLECTION ANGLE `�—� '� 7 r CND,C CONDUIT T F L LEFT x PSI POUNDS PER SQUARE INCH T TILE, TOP, TANGENT, THICKNESS ,- F FAHRENHE! IRE, FAN () AND a C N ENSATE ENGTH LENGTH OF CURVE PT POINT, CLADS 0 D VER L _ LOU POINT OF TANGENT T TOP AND BOTTOM i FABX FIRE ALARM BOX L Y __ 1,, _ PERCENT -- _ `_' _ ' '-_ f ,' `I {r, - CNTR COUNTER FD FLOOR DRAIN, FIRE DAMPER, FLOOR DIFFUSER LA LIGHTNING ARRESTOR PUF POLYURETHANE FOAlM TC TOP OF CURB ? PHASE, ROUND Y1 _ __Y Z ` - I -'',� ,--- v FDN FOUNDATION LAV LAVATORY PVC POINT OF VERTICAL CURVE POLY VINYL CHLORIDE TEL TELEPHONE 1 J i CO CLEANOUT , o DEGREE _ ;6 - , PVB POINT OF VERTICAL INTERSECTION TEMP TEMPERATURE, TEMPORARY I ;:k ' CODP CLEANOUT W/ DECK PLUG FDR FEEDER LBS POUNDS -t-- r ��� —'' ' / `� �` r - -_, - _ ; --, i COL COLUMN' - -.., "; FFE FINISHED FLOOR ELEVATION LC LEAD COVERED PVT POINT OF VERTICAL TANGENT TERM TERMINAL -. l _ CONC •CONCRETE - FH FIRE HYDRANT LIN LINEN TH TOTAL HEAD (PUPS) -- --- — \ CONC S CONCRETE, STEEL TROWELED �e SEALED FHC FIRE HOSE CABINET - LL LIVE LOAD QT QUARRY TILE z_ �, - COND CONDUCTOR tvh FIG FIGURE LLH LONG LEG HORIZONTAL ,' I.7 CONN CONNECTION F LLV LONG LEG VERTICAL _- r _ FIN INISH� �,^-- t-____ CONST CONSTRUCTION FJ FELT JOINT LT LIGHT ' : _ . CONT CONTINUOUS FL FLOOR, FLASHING `-- - 1 E _ �L� -� �� I r t P= - �„� \•., Y` -_ . - - .a ,w.P.. .7 ., k�...... .. - , f _ < H 0F ' AwLT®�N µI� 21UIV 35 h ej# 0� a s� <<= P � o � K_.�-:, , G.. - O� T' t I (-• d l �c� J - _ 12 ��iB�V �5 „ ��� ILIP PAPPA (�X 2 i 0 t� r�) fVo. 3079 No. �; �� � 17 AUG 95 ^ e �� (� I 611111 u e 71 Q4 C �1 am vt F 4 , 26 $�� 95 /_ C/ _ Lea \ /9 f" \ O q��i ..r �._�d 8 Yae,. 6 Y ixL - , .... -- - _..._ CC,,jj - ti .. <, __ , �.. — - — - e _. g a _,_ _ _ ._._ - , _ Viz, o _ _ cs "'== �. -- _ _ - - — ,r ( , _ ._ _: N C., -.. - _ O o L� �T 0 �' H I .{ � �° � � ° � Plaza One, u ld n E,Blacu, V� ��2u® 9° b - of O% C - c r : mR ` oA o ®� OBERT B. OLIVER oc, Q A I � No. Or CERTIFICATE No. <r k - _ 1, 03543 4068 _ : �. r j \U : . ,, ._ i �i _ �� - �� }yy} I _ 3 4 r S 1� L r. .A;.- �. ty.- i .1_ - _ . _ _ - - - - - - " YYYY 5 - s Yn. MATCHLINE THIS SHEET • -- ---------- -- r^--Ywvrn OS ta. l' J 55-A-18 \� \ WAYNE D. SIEPEL ZONING: RA USE: AGRICULTURE % `t\Ile '' - __ \ "w•ram+ r / FUTURE SOFTBALL/ FUTURE SOFTBALL/ /� BASEBALL I BASEBALL , 1 , 1 / ° - Q 54- A-88 TOP OF VIRGINIA G ZONING: RP USE: VACANT /- `(:✓�� q' ' " 7 . r el Area 55E-1-43 \ r \� L950 RAYMOND H. MORTON \ �\ �_ •. _ r �r ZONING: RP USE: RESIDENTIAL ., x / / c-�r`'i �� `J 0 4 �/ 0 t 55E-1-" \ � ERNEST B. SIMMS - � / / r� � � � � '0 � f 4 / FUTURE ZONING: RP / USE: RESIDENTIAL ,ram ` \ \}� / tJ FOOTBALL 55E-1-45� '� / STADIUM DWAYNE S. BRILL ~ -t +® FUTURE HIGH SCHOOL REGENCY kVWTS ZONING: RP ;`' SLOMM" USE: RESIDENTTA� `�\ PARKING \V 55E 1 47 MARSHALL E. NEWKIRK -4rea 0,/ r ZONING: RP USE: RESIDENTIAL 55E-1-48 LENORO C. ELLIS - `4 �, / I ]•� Sta. � O ZONING: RP ` Xt USE: RESIDENTIAL , FUTURE TENNIS �\ \ Q o }; --- �' 4 1 '� ' , /// FUTURE VDOT 55E-1-49 f �,^ '' \ \ /� - RIGHT-OF-WAY GERALD R. JOHNSON • _ �'' P,, ; ; ZONING: RP r \ \ r. F O USE: RESIDENTIAL J a �,rT Y ;4t ,� \ Z"✓Q!erS cf j4.' r \ 55E-1-12 }G \ MICHAEL D. HARPER \ ar ~ ZONING: RP > \ ` _s \\\ USE: RESIDENTIAL i } � ^4; ~� �F� "_ 5E-1-11\1 LENWOOq K. GILETIE _ \ Sra. 7 =Y" 'ONING: RP ISE: RESIDENTIAL ' r\ 15 POTOM C l \ /SON RI FUTURE HIGH SCHOOL , L=322'--- 80 POT AC +1 Area ' ? R W / 1 t\ e,/ % 3 Jl 55-'A-26 DENNI' T. COLE r ZONING:\ B-2 r .r' `6 USE: BU' INESS/RESIDENTIAL ( _ 55-A-<23 \ I� DENNIS T. COLE ZONING: B-2 ' USE: BUSINESS V ti ��,' r. C V'✓a - e ,, o 1� the 11.S. \ �} 1� IT a" Y Y • "��'� 6W �• � — -fir '�� � � .-. �.. � � �_ ._ ` --- -- � ...�.��r� _� 'o --- — ------ � � r 55F-1-3-203A SHENANDOAH HILLS HOMEOWNERS ASSOCIATION ZONING: RP USE: OPEN SPACE WT W 55F-1-3-192 VERNON D. JOYNER a NEW ELEM. SCHOOL �a � r I,\ I \l I I PLAYGROUND AREA / 1 SOFTBALL I i i FOOTBALL/SOCCER / ,I. FUTURE BUS MAINTENANCE FACILITY ! � f Ir / 5.3E E• S . = 06 3 ' 4 } REMOVE EMBANKMENT / BRUSH THIS AREA TO OBTAIN 350' SIGHT DISTANCE-- -- 55-A-87A FRANCES V. COLE ZONING: RP USE: RESIDENTIAL 1 ' j t 1 l` 1 3 1 Nt5 119456"E S18W *0 i"E 2Z 12' 77' ,r nss.er tSS4.66 1 2 S?per,�-�.- 113 t 305 r O p v - ES -- -' -- ao/-- NEW ACCM ROAD Q -- - - 1 w 55- A- 87 ' - t PETER RILEY ZONING: RP - I // V +` \ = USE: RESIDENTIAL , 55-A-86 HARRY THOMPSON 11 SpF£ +.�-\� \ ? i ZONING: RP USE: RESIDENTIAL ate` �\✓ / S OW ��- �' �`� 55-A-85 HARRY THOMPSON �-,_\ \ ZONING RP h�O ���T `� \ �� �� \ � � j USE: RESIDENTIAL - - 78 LENARD WALTERS�� \ ZONING: RP \� \ � \ S 55-A-84 i USE: RESIDENTIAL ,\ HARRY THOMPSON 3 z� ZONING: RP USE: RESIDENTIAL ZONING: RP W`"° `55F-1-3-191 L/i T4N USE: RESIDENTIAL JAMES L. RILEY CE &IHENANDOAH HELLS ZONING: RP I SLww570N USE: RESIDENTIAL p GENERAL NOTES I. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTON LIMITS. LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL UTILITIES AND OTHER STRUCTURES DAMAGED AS A RESULT OF CONTRACTOR'S ACTIONS SHALL BE REPLACED AND/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3 BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C., WINCHESTER, VIRGINIA. 4. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 5. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH VDOT REQUIREMENTS. 6. RESEED ALL EXISTING VEGATATED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 7. UNLESS OTHERWISE INDICATED BY CONTOURS OR OTHER NEW WORK, DELINEATED WETLAND AREAS ARE TO REMAIN UNDISTRUBED- 8. WETLANDS DELINEATION PERFORMED BY TRIAD ENGINEERING INC„ APRIL 28, 1995. 9. VDOT APPROVAL OF PLANS EXPIRES 3 YEARS FROM DATE OF APPROVAL. 10. VDOT WILL MAINTAIN THE NEW ACCESS ROAD R.O.W. IN ITS ENTIRETY. THE R.O.W. WILL BE DEDICATED TO FREDERICK CO. FOR PUBLIC USE. 11. OWNER / DEVELOPER: FREDERICK CO. PUBLIC SCHOOLS 1415 AMHERST ST. WINCHESTER, VA 22601 12. MAGISTERIAL DISTRICT: STONEWALL 1 13. ZONING: RA -RURAL AREAS 14. TOTAL SITE AREA 128.402 ACRES. AREA DEVELOPED THIS PHASE APPROX. 26.65 ACRES. 15. APPROX. 4 ACRES OF THE 26.65 ACRE SITE IS IN STEEP TERRAIN (15% SLOPE OR GREATER). 16. A TOTAL OF 29 ACRES WILL BE DISTURBED DURING CONSTRUCTION. 17. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. FOLLOW ALL INSTRUCTIONS' FROM FIRE MARSHAL TO INSURE ACCESS ALONG CONSTRUCTION ACCESS ROAD OR NEW PUBLIC DRIVE INTO SCHOOL FROM ROUTE 7. 18 THE CONSTRUCTION ACCESS ROAD INTO THE SITE SHALL BE CONSIDERED A SECONDARY MEANS OF EGRESS AND SHALL REMAIN IN PLACE AT THE COMPLETION OF CONSTRUCTION. CONTRACTOR TO REMOVE CONSTRUCTION ENTRANCE AND REPLACE WITH SMALLER AGGREGATE FOR ROAD. ENTRANCE TO BE CLOSED OFF WITH STEEL CABLE AND PADLOCK BY OWNER. 4 19. PROVIDE A TEMPORARY ADDRESS SIGN IN ACCORDANCE WITH f \ FIRE MARSHAL REQUIREMENTS AT CONSTRUCTION ENTRANCE AT ROUTE 656. CONTACT COUNTY PLANNING DEPARTMENT FOR ADDRESS, EXISTING LEGEND NEW _- - - STORM SEWER MANHOLE -- - SANITARY SEWER MANHOLE O �`�- ---- ---- STORM SEWER SANITARY SEWER 150 SD -- -- 100 SAN - - UNDERGROUND TELEPHONE — - CLEANOUT *C/o GATE VALVE ►� DROP INLET a - ----- TREE -�- - - -- --- ------ SPOT ELEVA11ON +612.25 ---- --- - - PROPERTY LINE/R.O. W. --- - - ------ _ _ -- CONTOURS --- 620 --------- --- TEST BORING -`--- ----- � B-1 ------ -- TEST PIT _ TP -1 -- - - k --- - —x - - FENCE - ---- -- --- --- CURB ----- ---- - ' -- DELINEATED WETLANDS AREA -A---*-' - J ASPHALT PAVEMENT - TYPE 1 ASPHALT PAVEMENT - TYPE 2 CONCRETE PAD WATER LINE vi -- - FIRE HYDRANT --- - THRUST BLOCK ., ---_,_ - -- VDOT MONUMENT - NIA SEE SH C14 FOR ELECTRICAL LEGEND ��l ` O W Cc . um J v w bt ^v a� A rr N c� 0. > A Ln Q cl I U� � U O n. 0 Q Z. 0 Q Q CO N z � LIJ O z W V LiJ r L.LJ M Q V) >-= LLj t-- ry z 0 Y U Of W 0 W Of L- Z � Ln � A � o rn W W SCALE: 1 " = 100' STA 19+07.01' ,SIP, 1 STA 25+04.53-- STA 25+1607- STA 22+56. _---------'� STA 27+45. 9 - MATCHLINE SEE SH C6 R25.- \�L / DIRECTION, \ -A'� SIGN c STA 26+1 3 ' 0000 \ \ 00 �r � `r q IREC TION'� • e "� \ t ,a �GN b -lb \\\\\\ \ , t o 190 \kffl\ 9 `---DIRECTI ' SIGN TYP 0�`S" \ \ 0, \60 Sr2 ') �OVO / I '1` Q BOLLARDS ® 4.00' OC R10.OG' \ �$ d•\ ,. t�, / -+ 11�6"x6'-6" CONC PAD FOR BUS FUELING STATION. IDEN T} CATIO,, SiGM' O,: O /` 0p, �,� SEED 3L N. SH Al FOR DET S 'L PALE 00, �, . G - ; A �. J% \4.- +� 3EE CANOPY PLAN, / j: 4'x6' COND / UNIT PAD CONC ADIN DOCK PAD LOADING DOCK CONCRIITE DUM TER PAD \ I SOFTBALL \---- FIRE LANE SIGNS, LOCATE AT 100' OC ALONG FIRE LANE 1 \ \ v \ R100.00' I ASPH ALT I BASKETBALL I w COURT 0 114' o p I ( NIN I i� ZI I I 50.00 ? & jtI f h u' i /+ 0' W ALK \ / i \ \ o _ Q 00 o In 0 CO IL 40 1 .00 / Q \ oo. At 7g Q617„ r �p ol4v 6�2s 150 Qp, p 00 LAJ 0 / Jj INDENTIFICATION ;. -- _ SIGN-� Qj NEW PUMP STATION, --__ --- �SEE SH C10 \ -_ -INR N86 019'16 _ _ __ -275. 5 l� MATCHLINE SEE SH C5 �--- a - - -144 yy - - - - _ "Or FOOTBALL/SOCCER CURVE TABLE NUMBERT DELTA CHORD BRG RADIUS LENGTH TANGENT CHD LENGTH Cl C2 89*14'51" N 00'46'36" E 78.00' 259, 99 121.50' 302.75 76.98' 171.17 109.58' 285.94 66 43 08 S 45 44 43 E C3 58'32'20" S 16'53'01" W 369.99' 378.02' 207.37' 361.79' - C4 97'45'56" N 30*13'19" W 260.00' 443.64' 297.86' 391.75' C5 68'32'48" S 15'06'58" E 230.00' 275.16' 156.74' 259.05' C6 91 *47'10" _ S 2359'41 " E 155.00' 248.31' 159.91' 222.59'� C7 83*26'19" S 88'5328" W -40.00' 58.25' 35.66' 53.24' C8 22*18'13" N 58*19'26" E 262.50' 102.18' 51.75' 40.76' 54.71' 101.54' 79.84' 96.00' C9 23`1922" S 57'48'51" W 197 50' 80 39' C10 57'22'08" S 73*17'03" E N 39*12'57" E 100.00' 100.00' 100.13' C11 77'37'52" 135.49' ------------ 80.45' ------------ 125.36' C12 19'13'43" N O9'? 2'S0" W 100.00' --33.56' -16.94' 33.40' ROLJ -ri 1 n n n.�-_41 rl - n � n n r rl n .� R �' // `'� -_- \ � (^ \ .S T 10.�.5n O b O •i� flag LL �� • \ STA 10 \ •� P C \� ` SITE PLAN �... -- - - - - - - - - - - - - - - - i9a NP S, Li'f do WEBB: INC. __ nn m.1 ­1 .. .n.-rc ..... i NOTES THIS SHEET: 1. PROVIDE ONE HANDICAP PARKING SIGN AT EACH HANDICAP PARKING SPACE SHOWN. PROVIDE ONE ADDITIONAL SIGN IDENTIFYING VAN ACCESSIBLE SPACE. SIGNS SHALL BE METAL MOUNTED ON 4"X4" PRESSURE TREATED POSTS, BOTTOM OF SIGN TO BE 4'-0" ABOVE GROUND. LETTERS ON SIGNS SHALL HAVE A WIDTH -TO -HEIGHT RATIO BETWEEN 3:5 AND 1:1, AND A STROKE -WIDTH -TO -HEIGHT RATIO BETWEEN 1.5 AND 1:10. LETTERS TO CONTRAST WITH BACKGROUND (BLUE LETTERS ON A WHITE BACKGROUND OR WHITE LETTERS ON A BLUE BACKGROUND). �2. UNLESS OTHERWISE NOTED, ALL EXTERIOR CONCRETE PADS SHALL BE 4" THICK PLACED ON A 4" LAYER OF VDOT #21A AGGREGATE. REINFORCE WITH 6x6, W1.4xW1.4 WWF OR FIBERMESH. 3. UNLESS OTHERWISE NOTED, ALL WALKS ARE 4'-0" WIDE. 4. ALL DIMENSIONS TO CURBING REFER TO FACE OF CURB, 5. ALL DIMENSIONS TO THE BUILDING REFER TO FACE OF BUILDING. 6. CONCRETE LOADING DOCK & DUMPSTER PADS SHALL CONSIST OF 6" OF 4000 psi CONCRETE REINFORCED WITH #5 0 12 EW AND PLACED ON 6" VDOT #21 A AGGREGATE. PLACE REBAR AT CENTER OF SLAB. L�7. VDOT WILL MAINTAIN THE NEW ACCESS ROAD W ITS ENTIRETY. �.8. SIGNS SHALL BE AS DESCRIBED IN SPECIFICATIONS SECTION 10430. EXACT LOCATION TO BE DETERMINED IN FIELD. CORRIDINATE WITH OWNER'S REPRESENTATIVE. IS 1 II i I � , I I oo .-MAIN COURT I BASKETBALL- \\ i I I j 1000' I I I I I I 6'-0" OUTSIDE RAD 0 i O 0 50'-0" I � --------------------------------- NO SCALE 20'-0" i --- 3" MAX SEEDED -- �- TOPSOIL ----- 8" VDOT NO 21A AGGREGATE COMPACT TO 85% STAND. PROCTOR COMPACTED SUBGRADE FIRE LANE - TYP SECTION n NO SCALE p RHRT B. GIVER 7 No. 43543i U0 cmm V 1 J Z z Z 'y cJ z Z m a '. � U ' C C -pot Q : 0" Q ( � �,, z v Q � T � v m : Cs i w: Z ED ¢: cx d u_j; N v < :�d � OI �.s..� > M O � L� Gz W 'LJ a 0 N RS a c2 i R U C1 � ►n s4 � E z rz � Q Q � co C`J z I L_J 1 O z Li w n W F - M� W Q 0 V) LLI F- ry z 0 0 Y 0 W `M NW W 6 Ln z m v n D_ O� C� m C;01 a- v C2 MATCHLINE SEE SH C5 s�..t. C. ,oc INV 650.00 \ OP A3(VDOT EC-1) ~� VDOT ST'D C�-1 O \ \ Sty. 5 i _ _ �D 3-MA - v B 4 \\ I R \ NEW SANITARY SEWE , CJ ry FU�1P STATION. SEA SH C10 FOR INtPROVEME-" -2 -1-5 IV8 5_' ---- - 2cc _ MATCHLINE SEE SH C5 _ _ ._ -- -= - VD0614.71 ES ` -- yv i INV ST'D �-- - - - - - _ o u - - / --612 F/ Cal1995. WLLS OU" & k_EBB. ,NC, 9501CO03I-1"D0 TDP AUG 24 '*39 am OP MATCHLINE SEE SH Cf �` x \ \ 4', \\ \ \ XI \� \ �� / \ \ \ \ y \ \ \"Y' OSF .05 _65$- \\657. \ \ < EF) / CF) - pp 67.70 \\�_ 652 �--- �\ 650 \ s o� POND II 653. 0 SEE NOTE 5 12 ; T \ Sp - I OU i 646.60 -INV 6T& 55 VDOT ST'D, ES-1 3t 00p \ I \ \ C) 653.20 653.20 , x x \ �p 652 f - -- OND OUTLET RISER EE SH C12 Sl TE PLAN SCALE: 1" = 40' SCHEDULE OF STORM DRAIN STRUCTURES STR NO. TYPE TOP/Rim INV IN INV OUT COMMENTS (VDOT STD) 2 MH-1 656.25 647.80 FROM 3 647.70 649.66 FROM BLDG 3 MH-1 658.74 64&90 FROM 4 648.80 655.24 FROM BLDG 4 DI-7 657.87 649.63 649.53 PEDESTRIAN/BICYCLE SAFE GRATE 5 DI-1 657.40 650.49 FROM 6 650.39 VDOT STD GRATE 652.00 FROM 7 6 DI-1 655.55 N/A 651.80 VDOT STD GRATE 7 MH-1 659.72 655.08 654.98 8 MH-1 661.28 N/A 657.33 EROSION CONTROL LEGEND SYMBOL DESCRIPTION ST'D. & SPEC, PS PERMANENT SEEDING -- -- 3.32 SR SURFACE ROUGHENING _-_ _ - 3.29 SILT FENCE 3.05 ^SF OP �- -_ OUTLET PROTECTION e� 3.18 CE CONSTRUCTION ENTRANCE - --_ 3.02 I P INLET PROTECTION 3,07 CONSTRUCTION ROAD STABILIZATION 3.03 3.03 (SEE NOTE 4, SH-C6) DD �------ TEMPORARY DIVERSION DIKE --`-�_�-^ 3.09 NOTES THIS SHEET: 1. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 2. CONTOURS ALONG ACCESS ROAD CUT SLOPES INDICATE APPROXIMATE GRADING BASED ON APPROXIMATE ROCK ELEVATIONS FROM TEST BORINGS, A 1:1 ALLOWABLE SLOPE IN ROCK CUTS ON THE EAST SIDE OF THE ROAD AND A 2:1 ALLOWABLE SLOPE IN ROCK CUT ON THE WEST SIDE OF THE ROAD. SOILS ENGINEER SHALL OBSERVE ALL EXCAVATION IN THIS AREA AND ADVISE CONTRACTOR AS TO THE MAXIMUM SAFE SLOPE TO MINIMIZE EARTHWORK. 3. UNLESS OTHERWISE NOTED, ALL CULVERTS SHALL HAVE END WALLS AND HEAD WALLS CONFORMING TO VDOT ST'D EW"-1. 4. GRADE OUT FLAT AREAS AS REQUIRED FOR LIGHT POLE !NSTALLATION ON EAST SIDE OF ACCESS ROAD. SEE SH C14 FOR POLE LOCATION. 5. WHEN THE AREA SERVED BY POND II HAS STABILIZED, REMOVE POND AND EXTEND DRAINAGE SWALE IN DETAIL 1/C3/C3 TO A MINIMUM OF 75' EAST OF FOOTBALL/SOCCER FIELD. EROSION CONTROL NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE V+lRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUIDELINES AND PROVISIONS SET FORTH IN THE EROSION CONTROL NARRATIVE. 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF THE LAND DISTURBING ACTIVITY, UPON COMPLETION OF THE INITIAL PHASE OF EROSION CONTROL MEASURES, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL/ TRAPPING MEASURES ARE TO BE PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION CONTROL LAWS AND REGULATIONS MERE APPLICABLE TO OFFSITE DISTURBED AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE AREAS. 6. CONTRACTOR SHALL. INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/INSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 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 DEWNATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 9" 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, 10. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 12. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENP Y STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 13. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES fOR UNDERGROUND UTILITIES. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BE THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTRUBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 17. CONTRACTOR SHALL DISPOSE OF ANY EXCESS FILL MATERIAL AND/OR VEGETATION REMOVED FROM THE SITE IN ACCORDANCE WITH SPEC. SECTION 02110. ./ 2 `� 18. PROVIDE PERMANENT SEEDING OF CROWN VETCH ON ALL AREAS WITH SLOPES OF 3:1 OR GREATER WITH THE EXCEPTION OF POND AREAS. t 1.5 1.5 o�z 2'- 0 GRASS LINED, TRAPEZOIDAL DITCH 'pYH c �i SECTION 1 �c NO SCALE C3 UC3 �y ROBER I B. OLIVER ♦F;� No.� 03543 s ' ' 9 ('4i 1 z i w i M C Z I d o z O �> o $-4 P4 19 ,L2 'm WILr-w U 0 aj Q u-LLILL- 0 r� 1. 0 C9 c r wlt � � d W QO b .y O i� > Ga �t5 � C2 v� O 0 ..- • pool A G E-y ry Q 00 N W � Li W � W ::D W I -- M Q 0 (I- r L -i F_ Z) ry 0 Y v ui LLJ o xr: z Cr) o rn v -- i i o. a; of �I a U s., 46 C i V J < n 0 ry 0 0 'z 0 C�llz <0 ry 0 to 0 III ry ( ) C3 NEW WATER A LINE A NEW 10" WATER s�9 NEW 10"x6" TEE AND THRUSTBLOCK NEW GATE VALVE �000, 14 p S1 A � o0 3 � O �00 b I x P � 1 1 1 � WATER AND SEWER EASEMENT Oft i i,. NEW SANITARY SEWER PUMP STATION. SEE SH 0 1 11 1f4' FITTINGS FOR IMPROVEMENTS -- rL NEW 8" GATE VALVE NEW 10" GATE VALVE NEW 8" GATE VALVE ----- Oa, MATCHLINE SEE SH C5 ! ICC r%l 1d�T11 [' 1nf1k1 IAIA TC'fl I Mr/ PS 4.18, - N86 019' 16w 5 MATCHLINE SEE SH C522Lvy '� _== r2_ l7� �' 644VOW i j MATCHLINE SEE SH C6 DIRECTION OF FLOW T ADAPTER DED PLUG aEIGHT AS IRED NEW WATER LINE B 45' BEND COMPACTED VDOT NO. 10 \ t / STONE OR SAND \ 18» TO SUPPORT RISER 45' BEND X/ / 1 CLEANOUT TYPE-3 FOR BENDS GREATER THAN 45 .\ l FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT / 0 WYE 45' BEND 22 1 2BEND 11 1 4' BEND ADAPT \ NEW 45' FITTING AND \ THRUSTBLOCK ----- NEW GATE VALVE AND THRUSTHLOCK —NEW 8" TEE AND THRUSTBLOCK L3 1 � -NEW GATE VALVE AND BEND 56 1/4' 1 2 0 1 t 67 1/2' 1 2 1 0 1 78 3/4' 1 2 1 1 1 90' 1 3 0 0 1 THRUSTBLOCK 3 \ -- NEW FIRE HYDRANT AND \ THRUST19LOCK - / / \ /-1-----� NEW GATE VALVE AND \ N W GASLINE by THRUSTBLOCK \�\ S ENANDOAH GAS CO.\ �NEOV Eni WATEFUNE A \ \ - --�-- NEW WATER LINE D F t 1 I I \ --NEW 8" 3 WATERLINE' f f I--20.00' WATER I EASEMENT I I 3 I 1 1 1 J \ f / 45' FITTING & THRUST BLOCK f� e f _ — -- 11 Y4' FITTING & THRUST BLOCK NEW FIRE HYDRANT AND A THRU5T5LQCK SOFTBALL 30 it f > FOOTBALL/SOCCER SITE PLAN SCALE: 1" = 40' T ADAPTER DED PLUG aEIGHT AS IRED 'ACTED VDOT NO. 10 E OR SAND JPPORT RISER FOR JUNCTION OF TWO LINES AT 900 FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT WYF 4.Fi' RFNn 99 1 /,?• F p-mn i i i /d• ❑c-ton AnAPT JUNCTION 2 4 0 0 1 SCHEDULE - SANITARY SEWER STRUCTURES STRUCTURE RIM INV. IN INV. OUT COMMENTS A 659.70 N/A 653.03 B 659.00 651.09 649.95 C 656.80 648.93 (FROM B) 2 651.97 (FROM Cl) 648.7 DROP MH C1 660.63 653.93 6 3 D 654.21 647.23 647.0 E 650.20 6 , 6 1. 1 DROP MH F 630.30 623.77 623.57 PS 618.64 6 614.64 PUMP STATION NOTES: 1. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH FREDERICK COUNTY SANITATION AUTHORITY (FCSA) AND VIRGINIA 3 DEPARTMENT OF TRANSPORTATION (VDOT) STANDARDS AND SPECIFICATIONS. 2. COORDINATE ALL UTILITY WORK WITH FCSA. PROVIDE AMPLE LEAD TIME SO THAT FCSA CAN ARRANGE TO HAVE AN INSPECTOR ON SITE TO OBSERVE WORK IF THEM SO DESIRED. 3. SEE SH C13 FOR UTILITY DETAILS. 7H (c % l� �4. BACKFLOW PREVENTER WITH DECTOR CHECK 'L (_� METER AND REMOTE READOUT ON FIRE PROTECTION ROtRT B. OLIVER LINE INDICATED ON SH P1 BY ADDENDUM NO. 3 Nc 1 5. DOMESTIC WATER METER WITH REMOTE READOUT. IS INDICATED ON SH P1. 03543' . ' rn }�a CV .'L W 1 w' W (� z, z i W o�z�r", I z q •O o Z, c� a a as l uj IW:Z igluj U- M �Ln 1 0 -el Ln 6IZ-) >ho �c c �o U �C Q w °v 0 cc � c1 r---� C) Q_' < Q � 0p N LLi LLJ O z W Z U w CL � _:D w F— m Q r V) > Li ry z 0 U x U w 0 w o Ln z, Ln o U �- CL m 0 Cl fI m P. o � m l j'•i.w Tw XiG i3 l z plr; 660 -77 _ \ I _ s � � �- MATCHLINE SEE SHEETS C2, C3 AND C4 \ \ \ , _. WATERLINE EXTENSION SCALE: 1" = 40' 652 = UTILITY EASEMENT - C \ EW PUMP STA11ON , t 6�`� O SEE SH --C �, �:_ % i{ 01i, 1 i 234 r; +\ S A , 653. 0 t j -- 1 x / V 86 - INV 6 5 / . J � 3 1 ►W 1 -- -- -- �J: 1 EXIST CONC-iPA(VM FLUME-, ' E f� 5 3 )20-- VDOT STD, ES-1 TCt-tP� _ SHEETS C2 C3 AND C4' _ - -= - - - \ vDOT 1ST'0 ES-1 _ - ,t c- SEE NO 8 _ -3 nv NOTE - 1 - - - T _ EXIST CONi LtAtED� TRAPEZ. 1� ` - -- 3 k653.20 j X653.20 coo _ — o - _ _ _ -T — ` rS A i \ _ IItLCH, V WIDE 0 BOT, 2 -DEEP--� MAINTAIN 10'SHOULi�ER AROUND EXIST E.P. y --- 5Q 0! " ,%! j� nn`,_ - - �' = ~ 3 ►jDpT sT'DEs- NEWf 7 RADIUS, TAPER TO 8.0 10 WATER MAIN -` h V, A - _ �,- - ` _1 (00s SHOULDER NOT SHO IiN) �\ OU AV --- -- 16 CASING �- --12" CASING _ -- - -- - (APPROX -"`'- ----}_- 0 _ -- -- y - - - - = - _ -- -- - - _-- 3 _ - _ ov,, l o �612 +,_ GUARDR I� �C �� -T 6 f EX'IST'GR-►,2_ EXIST t ,I� I -- V - Z�T SUL SEE N "2 - - _ _ _ 2 _ b — E 6'�1 1 _ Fi 1 2p 0 - EXIST PA D & ROCK --EXIST 10" 9 -- _ - - ` c WAS I-`= _61 LINED DIT H--�, _� WATER MAIN - "� '% � \ �C L _ - t -. ADl \ '� 6d �8 �r61 .s- �. 16 WA TE . ,? TN STBLOCK MENET _ ot/iSrpE ' -� 3 0 U 488 it)- S� --_ „ SEC AP£-� = 4 \ z E =4 W SEE NOTE TOP HADv y�7 20 0' \ SEWER EASEMEN T\��\ \. 1p y - - o --- - — c REGRADE EXIS1` 65 Q- DITCH AS REQ'D TO PROVIDE \ \ \ GRADE TNI A% t, POSITIVE DRAINAGE \ EA AS / STAT( IN IN 0 EXIST \ \ \INDICATED FNiFUTURE - M NHOLE 642.19 LANE AN TAPER—/ 3 \ rj Ex. 2" Blow-Of, A kl \ \ 2.00:.-:[ 12.00'* 1 12.00' 1 12.00' Iz' `f-- 6.00' 1 1 1 J r Z C6 wl I`-' I I w I i J z Q J o � p Q a w fs LLji w x x x z z z w w w --NEW hHOULDER, SLOPE AWAY FROM PA ENT APPROX. 2%. (/,---EXISTI PAVEMENT, SUPERELEVATED IN C RVE APPROX 5% 2:1 CLOSURE / SLOPE---, CROSS GRADE TURN LANE I ( I I TO MACH EXIST SUPERELEVATION II I I i I * DIMENSION VARIES WHEN IN TAPER LEFT TURN LANE - ROUTE 7 EBL L�1 20 t �� c �p x. M ssem y - \ G 4 \ ?� Out 640. r9� t \ ~ \ CORE DRILL EXIST MANHOLE Q FOR FORCE MAIN CONNECTION 4 0 DO NOT BREAK NEW HOLE INTO SIDE OF STRUCTURE. -- 1 PIONEERS OOA CUL-DE-SAC Q 4 SHENANDOAH HILLS SUBDIVISION -; 4 ROUGH FINISHED GRADE IN MEDIAN / TO BE APPROVED BY VDOT ENGINEER PRIOR TO FINISH GRADING. - --- - --- - - \ `\ \ i . NEW HIGI• J \\ 5. 00O 10. 00' 12. 00', 1 12. 00" 12. 00' I I I I ( I w a° J!�� w �I uJI I I Z I I z � J w w � z o w z z z w w w NEW SHOULDER, SLOPE I I I I AWAY FROM PAVEMENT APPROX. 3.2% I I I r--EXIS1 PAVEMENT, SUPERELEVATED IN C RVE APPROX 3,8% 1:1 CLOSURE SLOPE -___ LOPE- _ - 2:1 DITCH \ SLOPES CROSS GRADE TURN LANE I I I I TO MA CH EXIST SUPERELEVATION I I I I I i * DIMENSION VARIES WHEN IN TAPER RIGHT TURN LANE - ROUTE 7 WBL TYPICAL SECTIONS — TURNING LANES ON RTE. 7 SCALE: 1" = 20' HORIZ 1" = 10' VERT. Jv s_ 612 i � `RELOCATED GUARDRAIL 670 \ V\ 0 ENLARGED SCALE: 1" = 20' NEW PAVED AREA, WIDEN CROSSOVER BY 20' cn I ch l � a a. �-, i > ..: m N r r•- N Z O u w w p z 4i O ? 0J O r+ 4; << c A v a � - 1 W N pO ■i�6 e 2~ EXIST GUARDRAIL TO BE RELOCATED EXIST��� --�� EXIST LAN — RTE.7 CROSSOVER NOTES: 1. INSTALL CASING PIPE FOR WATER & SEWER IN ACCORDANCE WITH FSCA DETAIL W&S-3, 2. TAP OF EXISTING WATER MAIN TO BE PERFORMED BY FSCA TO INCLUDE TAPPING .SADDLE & VALVE. 1 CONTRACTOR SHALL MAKE APPLICATION AND PAY FOR TAP. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF WATER MAIN BEYOND VALVE. VALVE NOT SHOWN FOR CLARITY. 3. ALL WORK ON NEW FORCE MAIN AND WATER MAIN SHALL BE COORDINATED WITH FSCA AND PERFORMED IN ACCORDANCE WITH FSCA STANDARDS AND DETAILS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REROUTING ASH HOLLOW RUN AS REQUIRED TO INSTALL FORCE MAIN ACROSS THE EXISTING CREEK. REROUTING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS INCLUDING REGULATIONS REGARDING THE TREATMENT OF WETLANDS. 5. EXIST CULVERT BENEATH CROSS -OVER ON ROUTE 7 SHALL 3 BE PUMPED FULL OF CONCRETE AND LEFT IN PLACE. A PORTION OF THE CULVERT (UP TO THE EDGE OF PAVEMENT) MAY NEED TO BE REMOVED SO IT WILL NOT INFERFERE WITH DITCH GRADING OR MAINTENANCE OF THE SHOULDERS. 6. SEE CROSS SECTIONS OF ROUTE 7 IMPROVEMENTS SH C11. 7. WIDEN EXISTING CROSS -OVER ON ROUTE 7 BY 20' AS INDICATED BY HATCHED AREA, PROVDE B' SHOULDER GRADED AS INDICATED BY CONTOURS AND RELOCATE J\-\ EXISTING GUARDRAIL TO 6' FROM NEW EDGE OF PAVEMENT. 8. ALL ASPHALT PAVEMENT ON THE ROUTE 7 RIGHT-OF-WAY FOR TURNING LANES AND CROSSOVER SHALL BE IN ACCORDANCE WITH ASPHALT PAVEMENT TYPE 1, SHEET C12. 0 m o c� d LO �•� 9 U � Q W ^�� W em b oA ti s~ c P�1 C � W r a I� 1 U CQ ., Cr 0 .� -- � �o P 0� o � < Q � 00 CV z 1 LJ Li O z Li z W ry n ::D W �-- n V) Li r z x tr w 0 LAJ Li. 6 in z Q '' Q O f7� ooma 4T Cy 7 C1� z Q n V) 2f LL1 LL1 0 ry n LLl I--•- V 1 `LL. l�.l__ 0 41995 w Lovvu At vo a8, Nc ROUTE 7 IMPROVEMENTS AND SAN. SEWER FORCE MAIN SC4LE'. 1 40 T H � 1/ ROBERT B. 10 75 No. 0354.3 C5 1 INV 645.50r x 10 i.00 INV 65..00-, - REMO 911P40 -41 SF -J ��\ �'_ � ,,-� ram' -1 �•_ -- - x s ra co / '0 �• r 24" CMP CULVERT, 110 LF Z 2 36" CMR,,CULVERT, 80 L, �--\ INV 643.40 INV F\50.00` - \ 8x \ _ ' MATCHLINE SEE SHEETS C2, C3 AND C4 CURVE TABLE NUMBER DELTA CHORD BRG RADIUS LENGTH TANGENT CHD LENGTH C1 89*14'51" N 00'46'36" E 76.00' 259.99' 121:50' 76.95' 109:56' - 285.94' -- - C2 - - 66'43'08" - - - S 45'44'43" E - 302.75' " 171.17' - - C3 -- 58'32'20" S 16'53'01 "- W --- -- 369.99' - 378.02' - 207.37' 361.79' C4 97'45'56" 68'32'48" N 30'13'19" W S 15'06'58" E 260.00' 443.64' 297.86' 391.75' C5 C6 230.00' 275.16' 248.31' 58.25' 156.74' 159.91' 259.05' 91'47'10" S 23'59'41" E _ 155.00' 40.00' 222.59' 53.24' 101.54' 79.84' 96 00' 125.36 - - 33.40' C7 C8 C9 C10 83'26)19" 22'18'13" S 88'53'28" W 35.66' N 58'19'26" E S 57'48'51 W S 73*17'03" E 262.50' 197.50' 100 00' 100.00' 100.00' -- 102.18' 80.39' 100.13' 135.49' 33.56 _- - 51.75' 40.76' 54.71' 80.45' - 16.94' 23*19'22" 57'22'08" C11 77'37'52" 19`i 343" N 39*12'57" E N 09'12'50" W --C12 NOTES THIS SHEET: 1. CONTOURS AND DIMENSIONS THIS SHEET INDICATE APPROXIMATE GRADING FOR CONSTRUCTION ACCESS ROAD. CONTRACTOR MAY MODIFY GRADING OR INCREASE ROAD WIDTH AS NECESSARY TO PROVIDE ADEQUATE ACCESS TO THE SITE FOR CONSTRUCTION EQUIPMENT. 2. CONTRACTOR, SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE PATTERNS INDICATED BY CONTOURS IF MODIFICATIONS BASED ON No. 1 ABOVE ARE MADE. 3. WHERE ROAD CROSSES DELINEATED WETLAND AREAS, IMPACT ON WETLANDS SHALL BE MINIMIZED. ROAD MODIFICATIONS WHICH WOULD INCREASE THE EXTENT OF WELAND IMPACT WILL NOT BE ALLOWED. 4. CONSTRUCTION ROAD STABILIZATION SHALL CONSIST OF A LAYER OF FILTER FABRIC COVERED WITH 8" OF VDOT #1 COARSE AGGREGATE. TOP OF AGGREGATE COURSE SHALL BE FLUSH WITH ADJACENT GRADE. 5. SEE SHEET C3 FOR EROSION CONTROL REQUIREMENTS. 6. UNLESS OTHERWISE NOTED, ALL NEW CULVERTS SHALL HAVE ENDWALLS AND HEADWALLS CONFORMING TO VDOT ST'D EW-1. l � \ FUTURE BUS MAINTENANCE FACILITY I J i s20 CONSTRUCTION ENTRANCE &ACCESS ROAD - SCALE: i" = 40' � 4U 63Ci \\ j I 1 ^� \ 6 504 56 E J S 18 °5.3'D 7 "E �1 2 7.12' 1 1 1 11 i 1 1 1 t V I 1 i 1 -i 2 1 121 655.88 654.65 S40'25'04 "E 1 I 38.16' IX 1 1 I ca 1 I ;-/ /� Iv 3 �rn ti PO iv / REMOVE EMBANKMENT & 0) BRUSH THIS AREA TO OBTAIN 350' SIGHT 1 i S21 �58'23"W DISTANCE ---� 1- ro f 56.95, o i r - -- - , / coo s ; 1 /AZ Y \ l ( A I /J z- Sq. ;r + ---- 649. f2 , Iwo �F 2 6SO / �, rn CJ �2 { ? w Lo z' W W o ,� .o j `L- 0� ' •5 ICI C �� U� L�LLj Q �p i Ili U {� i O -ito y O � � .�C U �C W 'L7 N a I� •Iti Q� P-4 0 r' U G I-- Q z 0 Of � d Q � 00 N Z I w � � o Z W U Li ry O M Q Lij �- ry Z O U Y U w 0 w t� � +n z rn C) n; } Q M Q M m O ` o, o m� CL 'L � V � D 0 4 a J d Q F-- z CW G Ld 0 ry a- W Cn W W 0 95LIC006 1=1.00 tDF AUG 24 10 A8 am 2 ROBERT B. OLAR No. 03543 9 Cn (� Cr) 0) W -P Cn 0) `J 00 CD Cn C5) 0) Cn 0) Cn Cn 0 0 0 0 0 O 0 0 0 0 0 0 0 0 N C it O N 0 CY 0 'J 0 0 v Cil O 00 O O N OD CIt O N CD 0 O N tG 0 O 0 O Sta 25-+ 50 00 Elev 662.32 --- Sta 25-+_75.00-- - Elev 66:3.02 Sta 26+00.00 Elev 663.60 Sta + 25.00 --- Elev _215 66:3.80 -- to 26-+ Elev 663.20 Sta 26-t 75.00 F lev 662.64 -- - `eta 1 7 + 0 0 (10 -_-- Elev 661.86 ;tca 2--+ 2.U0 Elev 660 70 - --- Ste 27-+ 50.0Q i ev 659.80 - Stu L / 7- 7 00, Elev 657.39 - ---- CO 2l) +0W.II 0 Eiev 655.47 �u 28+02.40 j Elev 655.34 c0 00 cn as I i 4 m i A Q 1 m �I i oN z rri Fri PVC STA. = 25+73 PVC ELEV. = 660.36 -D �S.vo_ S � � z 0 r > -�-1 _ II < m --1 U� Il II II m r O N II N C II � 64 v rn } II ( < N O OD (n O) (DO�N o 0 " c,� i l PVT STA. -_ 27+23 PVT ELEV. = 659.99 0) Cn Cn CT) CY) Cn CA .� I Cn 0) is O O O O 0 O C,� Cat �R Fm A> �� U)o o m� rnr�. zm 00 D --a Z 00 m� �M 0 m O -V D D ZO V) m (n r >� (Qr, ri Xz a;0 z`'' -1- 0m 0 Z O O ©o '�' m n X rn g 0 m --ll 2 z C) 0 _. > 0 o a --- �� U) C ; 0 D D z m z m 0 LW, O V) Cn Sta 25+50.00 Elev 660.17 Sta 25+75.00 Elev 660.38 Sta 26+00.00 Elev 660.53 Sta 26+25.00 Elev 660.58 Sta 26+50.00 Elev 660.53 Sta 26+75.00 Elev 660.37 Sta 27+00.00 Elev 660.11 Sta 27+25.00 Elev 659.75 Sta 27+ 50.00 Elev 659.35 Sta 27+75.00 Elev 658.94 Sta 28+00.00 Elev 658.54 y �0 00 V) i --+ C ---i C ---1 iV x J (U '-'-I J > �7 + O j -+- C14 r� < = _, O n_ ? z o0 1' 0 00 < to D + Z �' I Z �I I 0 CD Z D t�l 0)CDO I---- - - ------ - ---- - -- - - -----� - -- -- -- -- ------ -- --_�-- _ ----- --- - -- _ --- --+- --- ---- - - crr rTt_UZ n D m Cn N x > 0 > Co -' (n 4 D �;u -I � 7 + n I -• m c, 00 O •� o0 0 ( O _ � as z O � � t � � I N -P.- O- --- _ _ - - ---- - -- - -- ----- - --- -- - \ co _ - --- �C�• f D c o0 )crq rn .,, r.- 0 + O O O 0 O C� 0 CD 0 tv Ul O C� + O O U7 0 + O 0 Cli O CJt O O Ul Ui O O O Cn Cyl O J 0 0 00 O 00 C.n 0 cD O + U' O Iv O O O O 0 N 0 O N CJi O N N O O r NJ C� 0 0 N Cil CA -i O O Ul O CP O 0 N Ui Cn 0 EXIST GRADE ELEV. ev r tc_.Jtv0.0j ! I Fry 6 5 7.1 fl ^------- eta 13+ �S.Ou Flev 658.17 -- - eta 1,7+")0.UU -- E�ev 659.19 Sta 13+ i5.00 F I (-,,v 0f)0,14 Sto 14 Sf 14 25.00 a+1;;000 F_IC'J 661.58 --__- 5.U(3 Eiev 660.50 lev 660.11`_ -._. -ta 15-+ %5.00 EL lev 659.6;)- ,ta 16+ 00.00 .Elev 65S.97 ----- Sta 16+ 25.GO Elev 658.08 - --- :ta 16+50.00 _ TIE TO RTE. 7 EDGE OF PAVEMENT O ` PVC STA. = 11+00 PVC ELEV. = 616.95 1'1 I I I I PVT STA. = 12+00 PVT ELEV. = 620.76 �i 1 I 1 z I 1 1 ! 1 m rn os �, 0 X r.,'1 1 �7 f D J o I 1 j m i� i i i i i i i i` i I I I I I i 1 I 1, 1 I I 1 1, 1�1 1 i 1� 1 Q 00 cn PVC STA. = 18+17 PVT ELEV. = 656.06 C3) Cn (3) (3) Q) Cn N (A -P Cn Cn �t O 0 O O O O NEW GRADE CE ELEV. Sta 10+00.00 Elev 613.95 Sta 10-+- 2 5. 00 Elev 614.70 Sta 10+50.00 Elev 615.45 Sta 10+75.00 Elev 616.20 Stu 11+00,00 Elev 616.95 Sta 11+25.00 Elev 617.75 Stu 1.1 +50.00 Elev 618.65 Sta 11+75.00 Elev 619.65 Sta 12+00.00 Elev 620.76 Sta 12+25.00 Elev 621.91 Stu 12+50.00 ' Elev 623.06 Sta 12+75.00 Elev 624.22 Sta 13+00.00 Elev 625.37 Sta 13+25.00 Elev 626.53 Sta 13+50.00 Elev 627.68 Sta 13+75.00 Elev 628.83 Sta 14+00.00 Elev 629.99 Sta 14+25.00 Elev 631.14 Sta 14+50.00 Elev 632.29 Sta 14+ 75.00 Elev 633.45 Sta 15+00.00 Elev 634.60 Sta 15+25.00 Elev 635.76 Sta 15+50.00 Elev 636.91 Sta 15+75.00 Elev 638.06 Sta 16+00.00 Elev 639.22 Sta 16+25.00 Elev 640.37 Sta 16+50.00 Elev 641.52 Sta 16+ 75.00 Elev 642.68 Stu 17+00.00 Elev 643.83 Sta 17+ 25.00 Elev 644.99 Sta 17+50.00 Elev 646.14 Sta 17+75.00 Elev 647.29 Sta 18+00.00 Elev 648.45 Sta 18+25.00 Elev 649.60 Sta 18+50.00 Elev 650.67 Sta 18+75.00 Elev 651.65 Sta 19+00.00 Elev 652.54 Sta 19+25.00 Elev 653.34 Sta 19+ 50.00 Elev 654.04 Sta 19+75.00 Elev 654.64 Sta 20+00.00 Elev 655.15 Sta 20+25.00 Elev 655.57 Sta 20+ 50.00 Elev 655.90 Sta 20+ 75.00 Elev 656.13 Sta 21 +00.00 Elev 656.34 Sta 21+25.00 Elev 656.56 Sta 21+50.00 Elev 656.77 Sta 21+75.00 Elev 656.98 Sta 22+ 00.00 Elev 657.19 Sta 22+25.00 Elev 657.41 Stu 22+50.00 Elev 657.62 Sta 22+ 75.00 Elev 657.83 Sta 23+00.00 Elev 658.04 Sta 23+25.00 Elev 658.25 Sta 23+ 50.00 Elev 658.47 a m Sta 23+ 75.00 m< D II Elev 658.68 N N n °D a)+ Sta 24+00.00 N c _U Elev 658.89 ,o Sta 24+25.00 Elev 659.10 Sta 24+50.00 Elev 659.32 Sta 24+ 75.00 Elev. 659.53 Sta 25+00.00 Elev 659.74 Sta 25+ 25.00 Elev 659.95 Sta 25+50.00 El-ev 660.17 Designed: TOP Comm. No. .__ _ ACCESS ROAD PROFILE Drawn: L DL'9�st11. Checked. R80 Date Approved _ -PP 19 MAY 1995 Webb FIRE MARSHAL, BLDG OWICIAL AND VDOT COMMENTS 17 AUG 95 o. Descri do Date LNe Revis ()ns - . # .. ."".2, ...... ,.a +, - .. ., k .., _ ,. �e n .�. .. •L ar- .ri. a L e- . wo ,.f �� - . �sr4.:�r..,a._s�;��„t r ue. a:�ma, e — FINISHED GRADE - FINISHED GRADE EINISHrU CRAUC FINISHED GRADE �- FINISHED GRADE ELEV r ELFv r FLE"V ELEV � (� ELEV '+E�� n� 630 � 630 650 � I f Xi ; I (;R Arfi i 620 620 640 640 , 640 850 650 FINISHED GRADE --� -! °s I EXIST GRADE—-, o EXIST GRADE � - ----- = _ - - - -�` 630 630 640 1 640 610 ! 610 630 cc EXIST GRADE 00 ' EXIST GRADE fL ELEV 600 620 620 i 630 63a 630 Station 10+00.00 } 610 610 1 4 FINISHEO GRADE 610 620 620 - FINISHEDGR ADE M I FINISHED GRADE 60o �`--- EXIST GRADE ELEV 600 - EXIST GRADE ELEV 600 610 FINISHED GRADE 610 • 0 0- �— FINISHED GRADE C CQ CQ I ELEV s l i cU I Station 10+50.00 Station 11 +00.00 d 670 N 1 670 600 ��_. 600 ��� � m EXIST GRADE CL ELEV EXIST GRADE Q ELEV ~� Station 12+00.00 - Station 11 +50.00 .. FINISHED GRADE --- FINISHED GRADE - FINISHED GRADE -- FINISHED GRADE d 660 660 670 ; ELEV 670 �r� ELEV 670 670 � �- ELEV i (Z ELEV �. J �� 4 v n C4 w m 1C ! 40 , = EXIST GRADE -\ r 650 650 660 660 ! 660 660 -h i EXIST GRADE - �� + EXIST GRADE — EXIST GRADE — r EXIST GRADE �i ; - i o 640 640 650 650 �- I 650 �= 650 , 630 630 640 640 640 640 iAC\2 a, 620 ! 620 630 630 630 630 r v o FINISHED GRADE FINISHED GRADE =- FINISHED GRADE • P""+ 61Q } 610 620 i 620 L 620 620 c i FINISHED GRADE C\2H ! L FINISHED GRADE ' CN ! I �{ I 600 EXIST GRADE I ELEV 600 610 610 610 610 O 00 , 00 OP Station 12+50.00 } r of o 6a0 �- EXIST GRADE ELEV 600---EXIST GRADE CL ELEV 600 "EXIST GRADE ELEV 600 �- EXIST GRADE ELEV --- FINISHED GRADE o Q ELEV Station 13+00.00 Station 13+50.00 Station 14+00.00 Station 14+50.00 z 670 670 Qct �,-- FINISHED GRADE ,-- FINISHED GRADE FINISHED GRADE /- FINISHED GRADE r ELEV �' iL ELEV � ELEV � � ELEV Z C4� NLLJ 00 Qc I'M N 660 ,/ 660 670 I 670 670 670 "� ' �t W EXIST GRADE - I j Z 650 650 660 660 660 660 EXIST GRADE --,,� EXIST GRADE Q 640 \ I: C� - 640 650 `+� 650 �. � 650 EXIST GRADE 650 � - � to U EXIST GRADE ' mCkf U / I LAJ 630 640 / 840 640 630 / 640 r - FINISHED GRADE L- FINISHED GRADE r' I L- FINISHED GRADE / I L 630 ( L FINISHED GRADE 630 � I 620 620 630 FINISHED GRADE , 630 _ i I ( 610 610 620 620 620 ( 620 0 Ln o o .. 600 600 610 610 ( 610 610 EXIST GRADE (L ELEV ' i ! �� �! rnl cq Station 15+00.00 } In off EXIST GRADE ELEV 600 �- EXIST GRADE ELEV 600-EXIST GRADE ELEV 600 �- EXIST GRADE ELEV b Station 15+50.00 Station 16+00.00 Station 16+50.00 Station 17+00.00 o PU 670 670 A Q d FINISHED GRADE FINISHED GRADE � -- FINISHED GRADE FINISHED GRADE ELEV r` ELEV ' ELEV � /` �. ELEV OR L 660 EXIST GRADE 660 670 40 670 40 670 r 650 660 660 660 650 I EXIST GRADE i EXIST GRADE ! i EXIST GRADE / Cn 1. / I 640 650 650 I 650 FINISHED GRADE--'"- U FINISHED GRADE LLJ i — FINISHED GRADE 630 630 640 -FINISHED GRADE 640 j , 640 620 620 630 630 630 ! ! i 610 i 610 620 620 620 O ry 510 { 610 610 ,. 600-- EXIST GRADE. fL ELEV 1 ' `= Station 17+50.00 N' Y l 600 �- EXIST GRADE ELEV 600 - EXIST GRADE CL ELEV 600 EXIST GRADE ITL ELEV Station 18+00.00 Station 18+50.00 Station 19+00.00 C8 ® t $45 MqL s ` 'VR ! WM, INC_ _ -. :. .r• 4 'fvF.. . ., , �. �` v . 3 ,q� i�. ,gam..- .... v a .. ... .. A±i� .. 00 xj -ri r� _-.k'4•- - z- All r )- 2. T M1,.. r .'ky... 4. ., .. . .. � .. ,. �{� ..: �k ro. ... (. r ,.. ... ���� - �.ra 1. ,. rn. � R a.. , . ?•. , .a , i ,.. .: ., .,. `Gl t .%. ... �c .- s_. .ir: � .4R''. .. .. .. ,.... � .. N:. ,.ii. �+.... ,.. r .. r. . r ._. r J. Y ..t�l .. � F.. ..... .,, .. �y '.. � � .a ♦ ..�- x � r.i �• Y. •' .t'', i +y-. ,� r,. �I ^'F k +Rh'.?" +( y 'E£ >r.. ,� yy - r .. ilt ... ... *,. _. . r... :, , ... r ... .. ,. ,^�S^ r. •Y . .. -... ,K[ .., r -.r ... . X'x :...r .'F .- -• -�. r•t+ ..: P rs y. "vr . ' ...- .� w. r. M. '. . t. r #. a " i•. il -, , 1 r x F (.n q 0) po cD O O O O (3] C ) C) C) (3) (y) (3) O O O O O O O 0 + 0 0 0 Cil 0 0 CJ1 0 N + O O N + O + O W + cn O + 0 O CD O Cli 0 O Cn Cn C) D + 0 D O VJ Cn O C� C m _ 01 o 0 -T-1Cil -' f �'1 0 + O O 00 + Cil c0 0 N) O 4.CP O N O 0 N + 01 O N O O NJ + 0 Ic i' NIV nr tt=F.1 4 Fi4 CJ1 cn Cn 00 t0 O o O 0 NFW PUMP STATION 1 � 0.3 -1 f'� 0.20 _1 0 5.72 -1 6.8 cli CUD 9.0 -� D TOP=659.7 rn rn 0) o� 07 rn rn O 0 C) 0 0 0 INV.out=648.83 -- '— -� --- - ---- --- -- -- - -- - - . _ - -- INV.in=651.97 11-- _ INV.in=648.93 (10") 10 ,may 1 J 1 x01 cn 0 100 1 0 (/) V? x D , IN V. out=653.83 INV.in=653.93 ANEW MH-1 2 (DROP) --__- _ TOP=656.8 On Z m z 0 D 0 m NEW MH-1 n TOP=660.63 OD � o rn 0) rn o, rn N WLn O O O O O O O O O O D r m zm oM N =m oM N 0 Q D V 0 -71 Lmn O rn O O J Ur 0 0 0 U1 0 Cn 0) m rn -' N W -P cn O O O O O O O POND I INV.out.=647.57 N cn o INV.out=647.7 INV.in=647.8 (FROM 3) INV.in-=649.66 (FROM BLDG) rn OD N 0 INV.out=648.80 IN V. in= 648.90 (FROM 4) 00 INV.in=655.24 (FROM BLDG) r- 0 INV.out=649.53 INV.in=649.63 NEW 8" WATERLINE cn N r -q 0 INV.out-650.39 INV.in=650.49 (FROM 6) INV.in=652.0 (FROM 7) NEW 10 SANITARY SEWER INV.out=651.80 NEW VDOT ES-1 NEW VDOT MH-1 N Z TOP=656.25 m c� �D D 0 m NEW VDOT MH-1 TOP=658-74 NEW VDOT DI-7 TOP=657.87 NEW VDOT DI-7 TOP=657.40 NEW VDOT DI-7 - TOP= 655.55--- ---- --- - �� 0) C) Cn 0) 0) O Cn I fV W P Ul 0 o O o 0 0 0) 0) � O) 0) O) `L N (A (3) J O O O O O O 0 INV.out=650.39 INV.in=652.0 (FROM 7) 00 INV.in=650.49 (FROM 6) 01) N UD 0 INV.out=654.98 INV.in=655.08 I INV,out=657.33 i m x � I D m , , r r rl Z 0 D 0 m NEW VDOT DI-7 TOP-657.40 NEW VDOT MH-1 TOP=659.72 NEW VDOT MH-1 TOP= 661.28 0) 0) 0) 0) rn 0) 0-) N CA � CJ) C) �1 O O 0 O O O O SANITARY SEWER PROFILES AND STORM DRAIN PROFILES Designed: TDP Drawn: LDL Checked: RBO _ Approved: -_ P.P Comm. No. 9501 REDBUD RUN ELEMENTARY Date STATE PROJECT NO. 34-28A 19 MAY 95 FREDERICK COUNTY, VIRGINIA Mills, Oliver 8c Webb, Inc. 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 FIRE MARSHAL, BLDG OMCIAL AND VDOT COMMENTS AUG 95 F�12 MFCSA, VDH, FRED. CO. BLDG OFFICAL, FRED. CO. ENGINEER COMMENTS JULY 95 FCSA COMMENTS / FERDRICK CO. PLANNING 21 JUN 95 No. Description Date Revisions 670 f 650 630 620 610 •0191 590 I I I ' I 4 I I I 1 I ( iI w � ( ``' W m 1 t Q 3 ! �I 0 1 o Z I Z^ '' ( J! + of + I �� o� o o I pJ m:3 ( o < 1n 4 �' Q ' I rn I > w> I �I i rnl I � PROVIDE CONC._ i a NCHORS @ 16' 0.¢. I I I 1 ED(IST GRADE--,, I I 3' MIN COVER i I j I i I I I i / I , 1 1 6' MIN COVER I ? --- _ BENEATH PVMT - ! i o - 4x6 REDUCER Z M W U L�. 0o Q `n = c0 co > o ? J U M c x I w U W I = J Z J Q X� w � � o , w WLJ w LLI C:] J Cn a ' > I►-' z I W Z �I W�aa alp o 0� WIC (ni�Ln _ of �co oI °CIS x(� os a �¢ w. F V) i I I I -HIGH POINT ON FORCE MAIN i I ---- (2) 45' BENDS 45' BENDS + u i I i z; LAJ U O (0 (J) zLLJ yrn Z: Z:� Z' O 1 NEW 6" FORCE MAIN ±508 LF z'Iz j---45' BEND SDR 21 PVC PIPE -BORE & INSTALLI APPROX 166 LF 12" CASING TO EXTEND MIN 5' PAST EDtk OF PAVEMENT, I EAST SIDE OF ROUTE. 7 /3 NOTE. PROVIDE VERTICAL THRUSTBLOCKS 1 AT EACH 45' BEND. 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 SANITARY SEWER FORCE MAIN PROFILE SCALE: 1" _ 10' VERT 1" = 40' HORIZ WET WELL DIAMETER DIM A DIM B DIM C DIM D DIM E DIM F MANWAY G DIM H DIM J 4" V-3 13/16" 2'-3 7/8" 2'-8 3/8" '-6'4'-0" 5'-0" 8" 1'-7 13/16" 2'-10" 5'-8" 2'-9 3/8" 3-1 7/8" 2'-0 1/2" x 2'-4" 2'-1Q" 3'-11 1/2" 2" 1'-1 13/16" 1 S-4" 1 6'-8" 1 2'-3 3/8" 1 2'-7 7/8" 1 2'-0 1/2" x 2'-4" S-4" 3'-5 1j2" SUCTION DIM K PIPE SIZE 1 1/4" 6" 2 3/8n VENTILATING BLOWER (2) PUMP ASSEMBLIES ,1 500 WATT HEATER- CONTROL PANEL -� IAA - PADLOCK HASP �r VENT I/ FIBERGLASS HOOD AND SUPPORT t i j I 1 1 1/4" (4" SUCTION PIPES) ELEV. 618.64 aW - + F 2 V8" (6" SUCTION PIPES) I � --- -- ,• z � S&L TO HERE --' --- S&L { TO HERE U. i ELEV. 615.00 _ t7- 10" DIA INLET PIPE SEE NOTE 1 I I (NOT BY S&.L) I INVERT ELEV. 613.67 1 4 G 6" DIA DISCHARGE PIPING (NOT BY S&1_ ., I I I /�--- V60T ST•D MANH (SEE NOTE 2� I ; SECTIONS V- 0" MAX II ! ( I 4" OR 6" Di SUCTION PIPES I I ill (NOT BY S&L) i .55' T e I i I i WET WELL. - ELEV. SECTIONAL ELEVATION 0IM MILLS, OUVER & %EBB, :NC. 9XITI 11-1.00 MP AUG 24 113.53 �; 0.25' MIN 1 NOT TO SCALE nd' CROSS SECTION 1/2" AUXILIARY CONDUIT -,� r 1 1/2" SERVICE CONDUIT 4" PLUG VALVE ENTRANCE LOCATION t ENTRANCE LOCATION 4" WAFER - FRONT OF STATION 1 CHECK VALVE \ \ t -- -- I \ + T_'r1 7­ 3 ) I I - - 4 F - - ALTERNATE DISCHARGE- ' �J, `� E i LOCATION (3 POSITIONS) t i r I PUMP 1�' ;PUMP -, - -7NO.2 N O.1- t WET WELL H /- SOLENOID VALVE I SHUT OFF VALVE 1 I ' 10' GRAVITY I I ` r -' - ri INV IN 613.67 I \ �- VACUUM PUMP AND FLOAT CHECK VALVE �--- 4'-0 5'-0", OR 6'-0" - i SERVICE AND AUXILIARY i WET WELL I.D. CONDUIT CONNECTION POINTS __LQ.12' REF I �- D MANWAY SIZE PLAN VIEW WITH ALUMINUM SLIDING COVER (SHOWN LESS HOOD) ' 4" CAST COUPLING CAST IRON PIPE FITTING + (BY SM-) -'- S&L WET WELL LEVEL - CONTROL DISPLACEMENT SWITCHES 01.00 ' ELEV. 609.42 _-_ __ • HIGH WA R ALARM (OPTION) 6"! MIN A ELEV. 608.42 1 - - H.L. - , --- 6" MIN ELEV. 607.92 f _ L.L. ON NOTES 1. IF END OF DISCHARGE LINE IS BELOW ELEVATION OF DISCHARGE - - - (SEE NOTE 4) LINE AT POINT OF LEAVING WET WELL, CONSULT FACTORY. 2. IF DISCHARGE LINE IS LESS THAN 200 FEET IN LENGTH, _-- ELEV. A. CHECK VALVE MAY BE REQUIRED - CONSULT FACTORY. PUMPS OFF OFF •' 0.5dMIN 3. PROVIDE 60' SLOPE IN WET WELL, AS REQUIRED. ELEV_ 604.42 1 4: VOLUME IN GALLONS BETWEEN L.L. ON AND L.L. OFF SHOULD EQUAL PUMPING RATE IN GPM. ' 5 PUMP MOTORS - 20 HP MAXIMUM. 6, MAXIMUM CAPACITY - 400 GPM 7. COPYRIGHT (c) 1991, SMITH & LOVELESS INC. 87C315 - - ---- �- - :^w^, -1 ALEX JA'r to/ot/9t A_ 0WAPLF 'CLERANCE s OR ----------------- ---- - -- --- r - - - -- - - DA=L WET WELL MOUNTED PUMP STATION -RRc �� -- RD 3/92 - MODEL S 4" PIPING B N93-64+12/93--�`-- oEc,vAs 4B2B,/4B2D/4C2B/4C2D PUMPS A�oR° f^ B- `ATE Il O _-, - --, - -- �c SBM 7/92 - A I N93-3 1/93-- - -- AvLES slzE �;u EA w. - - ----- - - --- ----- -- ---- cooe. +-- _ET ECti \ BY APPV 2 NTS ! 9 _ FEE PLOT NAME \A\SALES\87C315_ ScAL 1-24.000 - ORiGNAL SSJE N92-46 ��� ; • th do Love,ess, Inn. 1991 I W NL 871 J 15 R� B _ - THE DESIGN AND D17 iL OF T :S DRAWING IS 'HE PROPERTY OF SMITH & LCVE,ESS, INC AND IS NOr Smith & TO 9E USEO EXCEPT !N CONNEC??0N W;7, OUR WORK. DESIGN AND INVENTION RIGHTS ARE RESERVED. O!MENSIONS ARE IN NCH_S UNLESS OTHERWSE NC-,EC,.LOYCIeSS,lnc. 670 1 630 1 NOTES JO PUMP STATION 1. PUMP STATION SHALL BE SMITH AND LOVELESS WET WELL MOUNTED PUMP LIFT STATION, WITH 2 MODEL 4828 58HP NON -CLOG PUMPS, 1170 RPM, S4122 IMPELLER, MAXIMUM SOLID 3" SPHERE WET WELL DIAMETER SHALL BE 8'-0", 2 (SEE STATION SECTION). SUCTION PIPE SIZE SHALL BE 4". FRONT OF PUMP STATION TO FACE VIRGINIA ROUTE 7. 2. PUMP IMPELLERS SHALL BE FACTORY TRIMMED AS REQUIRED TO PROVIDE COMPLETE SYSTEM OPERATING IN ACCORDANCE WITH PUMP STATION DESIGN LISTED ON THIS SHEET. 3. IF NECESSARY, REMOVE EXISTING CULVERT BENEATH EXISTING DRIVE INTO SITE FOR PUMP STATION AND FORCE MAIN INSTALLATION. PROTECT CULVERT FOR REINSTALLATION AT EXISTING INVERT ELEVATIONS AND SLOPE. 4. NEW AGGREGATE PAVING SHALL CONSIST OF 6" COMPACTED VDOT NO. 21-B. GRADE AS INDICATED BY FLOW ARROWS TO DRAIN AWAY FROM PUMP STATION. 5. PUMP OUTLET IS 4" DIAMETER. PROVIDE 4"x6" REDUCER OUTSIDE STATION. 6. FCSA TO OWN AND OPERATE GRAVITY MAIN, PUMP STATION AND ASSOCIATED DISCHARGE FORCE MAIN. 7. PROVIDE NEW VDOT STD PE-1 ENTRANCE INTO PUMP STATION. ENTRANCE TO CONSIST OF 8" VDOT #21-8 AGGREGATE AND 2" SM-2A SURFACE COURSE. PAVEMENT SECTION SHALL EXTEND FROM EXISTING EDGE OF PAVEMENT ON ROUTE 7 TO NEW GATES AT PUMP STATION. PAVING INSIDE FENCED AREA OF PUMP 3 STATION SHALL BE AGGREGATE PAVING AS INDICATED IN NOTE 4 ABOVE, ELECTRICAL NOTES: (SEE ADDENDUM NO. 4) 1. REFER TO SH E1 FOR LOCATION OF UTILITY POLE. PROVIDE 3 - #4 CU THHW, THWN, OR XHHW CONDUCTORS, 2" SCH 40 PVC CONDUIT, FROM POLE TO PUMP STATION. 2. PROVIDE LIGHT POLE WITH PUMP STATION DISCONNECT SWITCH. SEE ELEVATION THIS SHEET. circuit breaker -- panot • to bad side of -• motor ( i -�- -- - -f 1 - Z\ I main disconnect I I transfer Lt-� switch light ovorcurrent I I I 1 t ov protection ( I I ( receptacle (inside onclosure) - - I auto-dialor ground I per N.E.C- I telephone line Dodo - - - - ELECTRICAL PANEL ENCLOSURE alarm wiring I (in separate conduit) to __---- generator receptacle I control / high / I 110 v alarm) panel water / alarm I light and horn / contacts I (with manual on/off switch) QVERALL WIRING A':�•.a>':- t .:: 1: =: 'y.'�-.'• x ..,:f. may _C`� ... �..- ..'. high water (wet well) --- - -- pump art failure ADAS telemetering - • �_� pump 02 failure dialer • --. 3 phase power monitor dry rwr coontacts I- _--_� high water (wet well) 120v 120v telephone ~� input line sonsor for local light and horn TELEMETERING ALARM SEWER PUMP STATION TYPICAL WIRING DIAGRAMS Figure 20 Single .fixture 100 watt hps mounted on extention arm 2' above and V in front of enclosure. EX1 � OS 30.00 NEW 7' HIGH CHAIN LINK FENCE- - 6x4 NEW PUMP STATION REDUCER - / r^ a TOP WET Uu>rLL=618.64 M4-REOVe '%EXI �'F C - -�87,27' ' NV 613.5 ) �- � - '2 6' LONG GATES ` I 1 .00' l,' \ WITH PADLOCK, HASP - ,V & PLUNGER BAR SEE NOTE 7 0 - V 513.03 - - EXIST 360 CMP -- _ -` (NC DIT U WELD VERIFYy _ EXISTING ROAD SHOULDER _ Ckf r -- g �o ! ` - 16" CASING a `--- WESTBOUND LANE - - - _ _ VIRGINIA ROUTE 7 L+J V1 F-\) C Z I - / FOR FORCE ORCE MAIN DETAILS, I � -t SEE OFFSITE IMPROVEMENTS FLAN, SH C5- ----, f_ 12" CASING weatherproof light 00 weatherproof pp vibratone horn Notes enclosure mounted ,. on post 1. Endosur• eonstivction: .+t. a) to meet NEMA 3R standards b) 4'-0' (M x 4'-0' (H) x V-0' (D) I c) 12 gage galvanized steel I d) double doors with: I 1) heavy duty hinges I { 2) heavy duty 3 point latching mechanism { 1 3) heavy duty hasp (for padlock) L 4' e) drip shield f) I back panel (of 12 guage steel) to electric 1 I provide a minimum of 5/8" clearance meter I I O 2. The following items are to be socket I mounted In enclosure: I 10, a) double throw transfer switch, ( i ( b) circuit breaker panel c) 110 v outlet telephone 1 d) ADAS DlaLog autodialer interface e) phone Jack generator 3. Controls to be In their own enclosures and hookup mounted Inside panel enclosure, 3' 4. Inside 110 v outlet to be on separate circuit 5. Overhead light to be on separate circuit and I have on/off switch inside enclosure. underground power i 6. Alarm light and hom to have manual cn/otf switch inside control enclosure. 7. Generator hookup shall be Russellsioll ,♦ •: catalog no.7334-72 �, ♦„ �.�,� >� ,;� �;< , �,°, •' �♦ 8. Alarm light and hom shall be Federal concrete t0 pump >��/ %,< �% •' Elecirlc model 350w (weatherproof ,,�� �,•. Station ;`,, ;♦; vibratone horn with light in weatherproof 18' dia. hole ♦ ��♦ t ♦ \♦ : ; , , enclosure). ,,♦ i, i, ♦ ,. ��,, , fir, � , 6'x 6" pressure ,% �.�• treated posts ;♦` ��� ;, ;. < ;♦`, 4' SEWER PUMP STATION FITTING SIZE 12" & LESS 14" - 18" .> (min) ate• CONTROL ENCLOSURE Figure 19 GALV.n RODS OVER FITTING AND EMBEDDED IN CONC. THRUST BLOCK CLASS A-3 CONC.-- i� f�G-• 1( . �. •: j A 1 PROFILE I ROD SIZE NO. RODS 6 2 8 2 EMBEDMENT 30" 36" FITTING SIZE - YOLUME OF THRUST BLOCK IN CU. YD. 90' 45' 22-1/2* 11-1/40 61, 1.3 - - 8­ 2-3 2-3 1.1 - - 1 0" 3.7 1.8 - 12" 5.5 2.8 1.2 - 14" 7.6 3.9 1.7 - 16" 9.9 5.1 2.3 0.9 18'1 - 6.3 3.2 1.4 1) THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 2) COVER FITTINGS WITH PLASTIC CLOTH TO KEEP CONCRETE FROM ADHERING TO FITTINGS. VERTICAL THRUST BLOCK DETAIL W-1 PUMP STATION PLAN 1 f Dank Poyond I I � N5 bar>zl r r to %�/ rr+++`� `i+l,+i iriY,r �;'�l++f+ir1 +rlirrl}r1, ++rti1+1 rlr+ll/t1{/tr+l 2500 PSI r L Conorlte • a Crurhtd Stone 1 N > SECT;ION A -'A , Concrete Anchor Detoti PLAN r - = p6610 _ awaffluffir ANNE > s� IV 0 i11 f0� 0 9: .... is. mlffi' 01 SOON rd I § PR Pq a .0 11 rN MR-8 4 HIN WIN AWN-41hig Will ■99/••LL�.�� j��j�j���pq{ •pQ• ,rpyjy�� /µ���p/ �Y �q•�•�•'r�r•.",.4�•f�p•���.��•••.•• `tl�/y�y! f�� a i.•.Y��•�1�••��'.Yr..��Y■ M �.M M elY Y•p, YYM�A Wi lid ._��ar� YM•••/11•t�..I i���i�>~...�s���::��R'' N°�••{.••••f!"•iN•A-~-1•.•- �"N� ° ter.-"-:,. ..... .f,� Ir � -....• �. �- -••� '� =t m :ATM it RUN iFa �INQ=''. ab: I , . . �� . e• to Mill fl ,• �� •f• •66 ��• A. • • • • •• • • • • 1 !' 1• Fittings Total Flow Velocity Friction Equiv. Equiv. Total Total Flow Static Velocity I Head Loss Pipe Pipe Pipe Friction Dynamic (gpm) Head (ft) (ft/sec) (ft) (ft/100 ft) Length (ft) Length (ft) Length (ft) Loss (ft) Head (ft) 10.00 41.58 0.11 0.00 0.00 507,97 133.60 641.57 0.01 41.59 1 20.00 41.58 0.23 0.00 0.01 507.97 133.60 641.57 0.03 41.62 30.00 41.58 0.34 0.00 0.01 507.97 133.60 641.57 41.65 40.00 41.58 0.45 0.00 0.02 507.97 133.60 641,57 _0.07 0,12 41.71 5-0 00 41.58 0.57 0.00 0.03 507.97 133.60 641.57 0.19 41,77 60.00 41.58 0.68 0.01 0.04 507.97 133.60 64157 0.26 41.85 70.00 41.58 0.79 0.01 0.05 1 507.97 133.60 641.57 0.35 41.94 80.00 41.58 0.91 0.01 0.07 507.97 133. 00 641.57 0.45 42.04 90.00 41.58 ' .02 0.02 0.09 507.97 133.60 641.57 0.56 42.15 100,00 41.58 1.13 0.02 0.11 507.97 133.60 641.57 0.67 42.27 110.00 41.58 1.25 0.02 0.13 507.97 133.60 641.57 0.80 42.41 120.00 41.58 1.36 0.03 0.15 507.97 133.60 641.57 0.95 42.55 130.00 41.58 _ 1.48 i .59 0.03 0.17 507.97 133.60 641.57 1.10 4- 2- 71 140.00 41.58 0.04 0.04 0.20 0.22 507.97 507.97 133.60 133.60 641.57 641.57 1.26 1.43 4-2-8 43.05 150.00 41.58 170 160.00 41.58 1.82 0.05 0.25 507.97 133.60 641.57 1.61 43.24 170.00 41.58 1 1.93 0.06 0.28 507.97 133.60 641.57 1.80 43.44 180.00 41.58 1 2.04 0.06 0.31 507.97 133.60 641.57 2.00 43.65 190.00 41.58 1 2.16 0.07 0.34 507.97 133.60 641.57 _21 43.86 200-00 41.58 2.27 0.08 0.38 507.97 133.60 641.57 2.43 44.09 1 210.00 41.58 1 2.38 0.09 0.41 507.97 133.60 641.57 2.66 44.33 220.00 41.58 2.50 0.10 0.45 507.97 133.60 641.57 2.90 44.58 230.00 41.58 2.61 0.11 0.49 507.97 133.60 641.57 _ 3.15 44.84 240.00 41.58 2.72 0.12 0.53 5-7.97 133.60 641.57 3.41 45.10 250.00 41.58 2.84 0.12 0.57 507.97 133. 00_ 641.57 3.67 45.38 260.00 41.58 2.95 0.14 0.62 507.97 133.60 641.57 3.95 45.67 j 270.00 41.58 1 3.06 0.15 0.66 507.97 133.60 641.57 4.24 45.96 274.00 41,58 3.11 0.15 0.68 507.97 133.60 641.57 4.35 46.08 280. 00 41.58 3.18 0.16 0.71 507.97 133.60 641.57 4.53 46.27 290.00 41,58 3.29 0,17 0.75 507.97 133.60 641.57 4.84 46.58 300.00 41.58 3.40 0.18 0.80 507.97 133.60 641.57 5.15 46.91 310.00 41.58 3.52 T19 0.85 507.97 133.60 641.57 5.47 47.24 320.00 41.58 3.63 0-20 0.90 507.97 133.60 641.57 5.80 47.59 330.00 41.58 3.74 0 22 0.96 507.97 133.60 641 57 6.14 47.94 340.00 41.58 3.86 0.23 1.01 507.97 133.60 641.57 6.49 48.30 350.00 41.58 3.97 0.24 1.07 507.97 133.60 641.57 6.85 48.67 360.00 41.58 4.09 0.26 1.12 507.97 13360 641.57 7.21 49.05 370.00 41.58 4.20 0.27 1.18 507.97 133.60 641.57 7.59 49.44 380.00 41.58 4.31 0.29 1.24 507.97 133.60 641 57 7.97 4g g4 390.00 41.58 4.43 0.30 1.30 507.97 133.60 641.57 8.37 50.25 400.00 41.58 4.54, OJ32 1.37 507.97 133.60 641 57 8.77 50.67 # Minimum discharge, current development (Only Elementary School Developed) $ Minimum discharge, future development (Both schools, Maintenance Facility, etc.) DESIGN ELEMENTS: Lo Water Level 605.42 Force Main Discharge Elev. 615.00 Static Head 41.58 A Size of Force Main 6 In Design Pumping Rate 180.0 GPM Length of Force Main 507.97 Ft Fitting Equiv. Length 133.60 Ft Total Equiv. Length of F. Main 641.57 Ft (Equiv, Length to discharge pt.) Friction Head Loss 0.31 Ft/100 Ft Total Friction Head Loss 2.00 Ft Velocity Head 0.06 Ft Total Dynamic Head 43.65 Ft� PUMP CHOICE SMITH & LOVELESS: Model 462E RPM 1170 Motor 5 BHP GPM Actual 1800 Actual TDH 43.65 STATION SCHEDULE (FT): Top of Station 618.64 Existing Grade 617.6 Influent Invert 613.67 Bottom of Wet Well 603.92 1st Pump On 607.92 Pump Off 605.42 2nd Pump On 608.42 Hi Water Alarm 609.42 ELECTRICAL DATA: Voltage 480, 3 Phase Wire Size (Copper) 4 AWG Conduit Size 2 In Motor Size 5 Hp Pump Size 15 AMPS Pump Circuit Breaker 20 AMPS Total AMPS 40 AMPS yycrLTH System Circuit Breaker c>� 7f; ROBER1 B. OLIVER q No 03543 :I r� N .Z UJ Z w LAJ ;moo=Z mb i olz 0.0 LAJh ' J 0 (n IoiLOE: «� Z U t < U_ ! x U rn Ix Q a Ga z�oa J M .' ca v �. m W I Z Cr L,J z V, � o N Li z o 0 • CQ " o �1 Q a W 10 a. C cc N r"�rI •' v f: l O .:4 E-- � z 0 Q Q�_ z Q W o0 CV I � o W z Z U w r -- C) I-w - z o U)U M� W U _ w 1L-Li L1 y 0 r c Q � rn D_ CD �{ M! o' k mCL ( I 't3 , I •b � bt 0 QLij W O z Q z � Q z Cif �--- O I) n ;10 0 CROSS SECTIONS - 0" II ROUTE 7 IMPROVEMENTS MML Designed: TDP Drawn: TDP Checked: RBO Approved: PIP Comm. No. 9501 Date 19 MAY 95 REDBUD RUN ELEMENTARY STATE PROJECT NO. 34-28A FREDERICK COUNTY, VIRGINIA Mills, Olive r & Webb, Inc. A R C H I T E C T S ENG1 NEER S,' 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 FIRE MARSHAL, BLDG OFFICIAL AND VDOT COMMENTS No. Description Date . Revisions ON Ca Y 4 %.. fVGi / ' ram' ' Ln C3 SOPE- k w p c 4fz M o 'tom FINISHED GRADE - 2"R (SEE NOTE) �,� ' l PSi\��F, �'' y ------ NEW 2" BITUMINOUS 6" MIN. <Z:0 o A0URSE / /// �} JDOTSM 2VDOT 1 0 0 0 C)° / CD //�;' -- -- ----- NEW PRIME COAT COARSE AGGREGATE J . 00 \\ \\ SURFACE �- FILTER FABRIC ¢ �; x Q ------- A BASE - - -_ -------------- q -----____ --- ---- --- ----°a GRAVEL CONSTRUCTION ENTRANCE M :COMP SUBGRADE ^ CONCRETE NEW 6 BASE STONE NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH VDOT NO. 21—B, COMPACTED 3 J `r THE PROJECT IS LOCATED MAY BE SUBSTITUTED. c ---- COMPACTED SUBGRADE CURB DETAIL f>:§ NO SCALE �-Y ' ASPHALT PAVEMENT TYPE 2 NO SCALE 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO ­4� TRENCH UPSLOPE ALONG THE LINE THE POSTS. �--� . �z 0 OF POSTS. �'• i d �, ►...-1 :> c� DETAIL 1 DETAIL 2`' t r r 0r, 1 ', ------ 2" VDOT TYPE SM-2A ASPHALT or _ TOP COURSE MATERIAL 6• Y -� --_-- 5" VDOT TYPE BM-2 ASPHALT \ BASE MATERIAL 4 w 8 VDOT TYPE 21-8 AGGREGATE A A L 3� '> �--', SUBBASE MATERIAL, EXTEND 1' - 't O 005 b� O PAST EDGE PAVEMENT, EA SIDE _ ��-�" �_� 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE a z � �.. THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. � ol INTO THE TRENCH. COMPACTED SUBGRADE N } ASPHALT PAVEMENT TYPE 1 rr K± NO SCALE I EXTENSION OF FABRIC AND ., WIRE INTO THE TRENCH. z , g c^ -. j� 00 FILTER FABRIC ----- F. o - - 4000 psi CONC. REINF. WITH _ .�, 00 l( RIP RAP FILTER CLOTH BEDDING 6x6 — W1.4xW1.4 WWF, OR F R WIDTH FIBROUS REINFORCING y \\ \\ WIRE \��� V4" R SEE PLAN 0 WID _ —\\///\\//\\/�\"// DROP INLET WITH GRATE COMPACTED SOIL TO I PREVENT PIPING = ` SLOPE TO DRAIN V4" T SECTION A -A SECTION A -A `RIP RAP FILTER CLOTH BEDDING STAKED STRAW BALE \\//\� NOTES: 1. USE DETAIL 1 FOR FLARED END SE C Tl ON S, DETAIL 2 FOR END WALLS CONSTRUCTION OF A. � I L T FENCE \\\/\ AND FOR PLAIN PIPE ENDS. REFER TO VDOT STANDARD EC-1, TYPE A, /'\'" \�'�////%/\ FOR FURTHER DETAILS. OUTLET PROTECTION TO CONFORM TO SHAPE 4" CRUSHED STONE OF EXISTING OR NEW DITCH, SWALE, OR NATURAL GROUND. - Z , COMPACTED SUBGRADE Of 2. RIP RAP SHALL BE GROUTED AT OUTFALLS FROM PONDS I AND IL a o /\/ \�\\; % 6 < t - I d co CONCRETE SIDEWALK STRAW BALES STAKED WITH \\ w NO SCALE TWO STAKES PER BALE DROP INLET WITH GRATE W � OUTLET PROTECTION - STRAW BALE DROP INLET SEDIMENT FILTER Ljj zz STL TROWEL FIN SEALED CONC *.. DROP INLET WITH GRATE :D c STAKED STRAW BALE Li 0 <r z 6»0 SCH 40 f v u BURLAP FABRIC STL PIPE W/ CONIC All Y ' FILL (PAINT)C) LAJ -- V , W Ljj / ry/ _Lv— L zSZlZlo­­­­ EMBANKMENT BEYOND Ow 3 8'-0" �'-TOP OF DAM EL = 650 DROP INLET WITH GRATE _--11 CROWN AT 1% SLOPE BURIED BURLAP FABRIC SLOPE CONCRETE �t P I TOP OF SPILLWAY EL = 648.10 3 � DAM CENTERLINE VDOT EC-3 _ _ y TOP -- - - i i 1 I --- CONTROLLED FILL — ; /Zi��� POND - --- — EXISTING GRADE \ -_`�_ _ �f �_ . GEQTEXTILE STABILIZATION - __ � - _ __ -- -_ -----� / EXCAVATION 17'-0" ' ,\�,�,; 3 BURLAP DROP INLET SEDIMENT FILTER = �' 7/7 CUTOFF TRENCH 3 I '\�\ \\\ \ 1 . /i COMPRESSIBLE \ I I -�_� -- 1 ii y �i /i ii. i i MIN DEPTH 2'-0" BELOW LOWEST �i ��\�iii%��i��� %�ii�\\//\\\%\\��\��•� '� POND o JOINT FILLER , - , /�/�/�� ,\f�/� ; NOTE: REFER TO VIRGINIA EROSION AND SEDIMENT CONTROL z -� \ LEVEL OF ACCEPTABLE INSITU MATERIAL , �; may\\j\\j,\��\�\y\\X\ �- } 1:1 MAX, TYP - 4��/���,,����,� HANDBOOK FOR SPECIFIC APPLICATIONS AND FOR FURTHER DETAILS �^ 0 as POND EMBANKMENT SCHEMATIC EMERGENCY SPILLWAY SECTION DROP INLET SEDIMENT FILTER __. p NO SCALE NO SCALE -Y4" b WELDED I w w KEY -—�`�✓�—, - cv . c� —, M01 d 1 3-031 I KEY ------ 16 GA CORRUGATED METAL TOP - ANTI -VORTEX DEVICE DEWATERING SYSTEM CE k A ' ' �; ^ TOP STIFFENER NOT REQUIRED SEE DET THIS SH SEE DETAIL THIS SH " CONC - !-1 TOP RISER=TOP PROVIDE ADEQUATE" DIA PRESSURE RELIEF HOLES. DEWATERING TUBE 1 r.� STRAPPING - -- - POLYETHYLENE CAP o =;_ _ = =r'-1 _ _ _ =;_ - HOLES MAY BE OMITTED IF TOP IS _. =ELEV A '� BOLLARD DETAIL \ ,�'-- ;• " � \� � ,,'' � ' � � ARE LEFT FULLY OPEN WHEN TOP ,' �, CORRUGATED AND ENDS OF CORRUGATIONS — FACE OF �._._ 1 =� -o — —� IS ATTACHED. EMBANKMENT „ W INV ORIFICE=ELEV B „ — 12 ASPHALT #6 REBAR SUPPORT BARS (BELOW) COATED CMP RISER -- - PERFORATED POLYETHYLENE * * '�' WELD TO INSIDE OF CYLINDER ACK WELD -� - DRAINAGE TUBING, 6" DIA 0 ` - - POND CLEANOUT ELEV=ELEV C 0 CORRUGATED `-- I PLAN __ - - -- -- -- - - - - --- METAL RISER----.i ___ _ 18"=1059.50 12 CMP ASPHALT INV BARREL-- 'Al COATED CMP BARREL / 2 \ z 0 "FERN CO -STYLE" COUPLING TOP BOT OF POND 1 - ELEV D ® RISER SLOPE 1� MIN _ U _ i - `1 TOP STIFFENER DEWATERING ORIFICE, 6" DIA.co SCHEDULE 40 STEEL STUB SUPPORT BARS --- EXTEND TO EXIST O RISER ELEVATIONSW 1-FOOT MINIMUM ------ .N GRADE, SEE PLAN—r SPACER BAR, SAME _ DIA AS SUPPORT BAR I' POND ELEV A ELEV B ELEV C ELEV D POND I 647.52 646.13 645.49 643.60 + ___—_—'_�\ 0 NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB CYLINDER —-------------- - -- --- ---- s t �! POND zt s5o.1s 648.83 s4s.12 s47.00 3,-0„ ' -3000 psi CONC W rlf FOR DEWATERING ORIFACE WELD Lli * *STDRAINAGE TUBING SHALL COMPLY WITH AM F667 +cnAND AASHTO M294 SEDIMENT DETENTION POND RISER ,- 12" RISER DIA_ NO SCALE 7 y DEWATERING SYSTEM FOR SEDIMENT BASINS— NOTES:LLJ SECTION 6-6� rF NO SCALE 1, INSTALL RISER AS INDICATED FOR USE IN TEMPORARY SEDIMENT POND. UPON A. COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE, CONVERT RISER IN ANTI -VORTEX DEVICE FOR CORR. METAL STANDPIPE- POND I FOR USE IN PERMANENT DETENTION POND BY: ����" LLi 1. REMOVE DEWATERING SYSTEM AND PATCH HOLE IN RISER 'A� V) NO SCALE 2. CUT 3" DIA ORIFICE IN RISER W/ INV ELEV OF 643.60. 2. MARK POND CLEANOUT ELEVATION ON RISER SUCH THAT WH ROBERT B. OAR � EN SEDIMENT REACHES x THIS LEVEL, THE POND SHALL BE DREDGED TO ITS ORIGINAL CONTOURS. No. £s 03543 C12 io IM VUS, a:+R a yes. f %t=2 1:1.00 SDP " 24 IQ % Om L i _____ -- - FRAME AND, ,i GRATING 1 '/16" - -- ! - 5/8„ NO PROJEC710N Or PIPS A80Vr CR .ND LINE 1. - _ - ! i ©� % « i i - _ r _ Carefully Compacted { r Lx t F 1 ... FINISH GRADE 1 ; ---- - -- r, - r_ z Carefully Compacted Select _- 4 �- Select Backfill B ackfi}1 8 „ O.D. - - -- " - BRICK OR i O ! ' j - EA!?TH °j IiFrigJ( s„u': 4 _ _ - EAATu 24 CONCRETE -- - --1-4 - a `f 24 STONE AGGREGATE �••' "ti ' TE _ . , r } s} MIN.AD M'N r�D_ , M1N.tein `, •r~J 4 A JQ„ ; K \ i j ! J• . - , �, _ 9ET 14C \ ♦ �'ti i f „ « j v r-- kv "7 �i x s• BED(MG ,: r MArFRInI j AMRti�ei 4 1. 2 -B SQUARE 8 Ax r _... ._M .__ MATE Ai O.D i ��h • � pl � � t •.. I I ? M9NON 9E^ PEP i(1F)T z CONCRETE �? 1 O T4f TOP Ile 71E P1PF � ; NOON L EARL#! F�OMA11tMi � aA t> '� r�oa � � r�EiNTA,Ntn POlN�A110N SOFT, YIflIA1M OR , / � 0 +T( M, MIN ') Y 6 ' • ' f 6„ CONCRETE (typical) 1 I „< . er Et*ftAVW UNDER EWRA*IF:E I•NPC ROQ( fdlFlDAllBN . OiI�tMA9E UN9tNTABIE MATERIAL yPcal ) C)An,EPE E: ~�>7 t3� lil+E€p STONE AGGRAGATE CONCRETE CRADLE PROJECTiNG ABOVE GROUND LINE CONCRETE ARCH ROUNDED Q � I to ENTRANCE 12'' r °` I" T� of "� -__-TO° `x " _ LYPROPOLYLINE i I i CLASS 'A' _ 1/2" PLASTIC: `�' IN V ELEV OF _ ,. 'i ,. SOLID OUTER -_ _ _ o' -- P o.D , Careful Compacted Select 1 4�' CATCH BASIN FLOW 1 1/4 I 1/8 SHELL = a - - .cRo1�N1 �r 0 OUNO Q� 8acktill j I. I I - e .. 8., NV V uNE 8" 6" I W } S ELEV In + i _ Carefully Compacted i 24" I Zc OF OUTLET--_ ;," ,. , i �- I MIN D UNMELDIfG S:NL MII.�D EARTH + (, <_ �• POROUS MATERIAL „�,� �• €ATM t �' f - 24' Select BacktTll , , , L) �J(' " j } w4 A L_ 1/4 , MATERIAL' `• PER FOOT x BEDDING 501 OR KPOK•K; _ _ _. _ / / -+►I js - OF H. MIN B' ___-_.-�_.._ _� MATERIAL - OWM MATEPtAL Q.D. �4 OD• �• •� 1 4" MAX .. '. is N0. 3 DEFORMED NORMAL EARn+ FOUNWIT t Roac F�1►,aAnoly FOUNDATION s�oFr, raDWc, a; ______ _ _ STEEL RODS OTHERWISE uNsulrAt� wAT�+a. � 6,. i \ c CULVERTS LESS THAN FLEX�LF PIPE x = D • 12' MIN AS SHOWN ON TABLES STONE AGGRAGATE CONCRETE H \\' ;��SECTION A A 0 24• MAX. H HEIGHT OF CODER MEASURED Fl?OM THE TOP Of DRIUNAl,E STRUCTURE r:? Nta 4 AT 12 OC EW CULVERT_5 ERE d=36" AND OVER nNlsHaO GRADE CLASS B CONCRETE ENCASEMENT ,e �z PROVIDE 1 " CL - M - BEDDM+G MATERIA1 IN ACCORDANCE WiTH SECTION 30202 OF THE ROAD AND BRIDGE SPECIFICATIONS ,. \ METHOD 'A' F�IPE BEDDING SMALL BE USED AS (�/) a FOLLOWS UNLESS OTHEROSE NOTED ON PLANS: ® - BA4YFILL MATERIAL IN ACCORDANCE WITH SECTION 302.07 OF THE ROAD AND SRVA SPECInCAPONS REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS .4 MATERIALS • FOGI° ,VETO 30- (NO PROXCTiON OF PIPE ABOVE EMBANKMENT - SAW CUT TO BE C r� E. - ---.---------- -- GRCA1NDUNE.) .••, .. A �� H ` ,.� i G FILLS UP TO 30' (PIPE PROJECTION ABOVE GROUND LINE) BEDDING REQUIREMENTS DETAILED 'UNDER METHOD A• PROJECTION CONDNTION, ARE APPLICABLE 'I; j MADE AT TIME Oyp Q l� /•\� `J POLYPROPYLENE PLASTIC - ►FT4OD B1 .No a2 > � _ c REPLACEMENT (t ) F�"'� NO SCALE 18" PIPE AND SMALLER GRADE 1 -1014 CORP." AVISUN CORP. 18" W 181• �o a _PIPE DETAIL - VDOT STANDARD PB-144 8 QD G STEEL REINFORCING BAR ° CONFORMS TO A.S. T.M. BACKFILLMAT'L AS � .� •• NO SCALE REQ'D BY VDOT PERMIT -�---- STD. A-615. (Full Depth Crushed Stone ^ ry Sul• typical) INSTALLATION w YDOT PAVEMENT REPLACEMENT A EPS INTEGRALLY WiTHETHEO MANDHOLE ST STANDARD MANHOLE STEP TRENCH &BEDDING DETAILS •:� SECTION AND NOT MORTARED OR 1/8"-1'-0" W&s- l GROUTED IN LATER. � ti\ ...! L MANHOLE FRAME &COVER � (COVER MARKED WATER) Ca .G FINISHED GRADE VENT PIPING COMBINATION AiR RELEASE AND aIR/ VACUUM VALVE Y FILL WITH SAND ,_A,: "A" •�: CASING OR TUNNEL LINER •� - - �"� "* v y CARRIER PIPE •4.' MANHOLE FRAME &COVER C AS iNG SPACER (min) G LV. R ODS A OVER FITTING AND 6" MIN*--, CORP min "D' CORP STOP EMBEDDED IN CONC. THRUST BLOCK 1 6 MIN + :, MANHOLE CONE - - - - - - - - - - r ' FINISHED GRADE _ ►, - •• •.' •+ SECTION I ' STONE SADDLE _ • •'¢ �. ► '�: BACKFILL WATER MAIN SECTION CLASS A-3 CONC.-- i� t A' S i .� ;I.. •�.,, ;, 1 � i. +� •• *• . :i . _ _ :.•6.: STONE`. COMB IN AT ION A IR RELE ASE AND �. e' BEDDING:':' . •': "•::; .::; :.: A IR /V ACUUM V ALVE } q 5' MIN PAVEMENT 5' MIN t r r " METAL BRACING {' PROFILE I , FORM BOARD (typ) � \A, �<f MANHOLE CONE SECTION--+ FITTING SIZE WATER COMBINATION AIR RELEASE AND AIR/VACUUM ROD SIZE NO. RODS EMBEDMENT -BACKFILL (typ) VALVE DETAIL 12- & LESS 6 2 30• CD 14" - 18" 8 2 CEOs VITA P DEAD END TEE W- 1 0 CURB STOP 36" �� _a--- 4 NOTE: SPIRAL WELDED STEEL CASING 6" MIN { TO BE INST ALLED BY SOR ING & J ACK ING h' �� �`- t MACHINE EXCAVATION LIMIT 6"min 7 Q SADDLE ,,, < 00 � , �� ������� 36" MIN. UNLESS OTHERWISE NOTED. - , �:. STONE `,` ` ` ` ` + ' NOTE : 1 . In lieu of wood forming LIJ BACKFILL',', ',',','N' = I FORCE MAIN the fitting may be wrapped with . a � N , , , , , , , , , , , , SEWER CASING (SEE CHART BELOW FOR FITTING VOLUME OF THRUST BLOCK IN CU. YD. ; polvethelene, and the concrete A ' •r "0" .. ...... .. ... �, ; - ' `' •' SIZE &WALL THICKNESS) SIZE u o o a •. poured to completely surround �•� `�' LJ ' LG" STONE BEDDING: 90 45 22- 1 /2 1 1-1/4* - _ . • . i'.' "8' the fitting and against undisturbed r • W z 'I� soil. The bearing dimensions - Z «•, - •• against undisturbed soil shall - - t 6' 1.3 - - � ' •'• • �� ..C-• remain identical as shown. � Casing Spacers 8' 2.3 1 .1 - - Tim 11f01'TdM f denotes Hand Excavation SEWAGE COMBINATION AIR RELEASE (3perLengthof BRICKED UP 10" 3.7 1.8 - - Pipe) ENDS t2" S.S 2.8 1 .2 �ptSTtJRQED EARTH "D" = 12"min for 10" Smaller Pipe .,. AND AIR/VACUUM VALVE DETAIL Typical Manufacturer - CascadeManuf. - - "D" = 18"min for 12" to 18" Pipe NN � 5-6 14• 7.6 3.9 1.7 jYPIt Aof IQN SEE W-3 for A, B, C, DIMENSIONS CL r CASING SIZE FOR CARRIER PIPE USED 16" 9.9 5.1 2.3 0.9 . r z Q O 18" - 6.3 3.2 1.4 �-� y; DUCTILE IRON PIPE PYC PIPE ••A•• ••A-• 6" MtN+� *6„ -�� L GRADE ._J y �- DiA. TEEs 1 1 1 /4 22 1 /2 450 ( _ S IZE CASING TH ICK S IZE C AS ING TH ICK '�,yr>r 1 _ min PIPE PLUGS, WYES, & o o4 V 6" 14" .250' 6' 12" .141 ' • r -r 18" .375" 8" 14" .250" trench QLLJ k-: 10" 20" 375" 10" 16" 250" widthN ':". A.' � A g C A B C A B C A g C A B C CD LLJ 12" 24" 375" 12" 20" 375" y r •. .: D.._8.. w 1) THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. �+ 1 6 " i ' 0 " 0 ' 9 " 1 ' 3 " 0'-6" 0'-6" 0'-6" 0 9 " 0 - 9 ` 0 9 " 1 0 " 0 ' 9 " 1 ' - 3 " 1 ' 3 " 0 ' - 9 ' 1 ' - 9 " LL 14" 26" .375" 14" 20" .375" -_ _ ' 16" 28" .500" 15" 22" .375" 2) COVER FITTINGS WITH PLASTIC CLOTH TOKEEPCONCRETEFROMADHERtNGTO x �- I $" 1' 3" Q' 9" 1' 9'° 0'-9" Q'-9" 0'-9" 0'-9" 0' 9" 0'-9" 1'.0" 0'-9' l'-3" 1'-6" 0' 9" 2 3" 18" 30" .500" 16" 22" .375" FITTINGS. - - 1 20" 32" .500" Is- 26" .375" 24" 36" .Soo" 20" 28" .500'• }�f�, ^ � 1,4„• 10" 1'-6" 0'-9" 2'-3" 0''9" 0'-9" 0'-9" 1'-0" 0'-9" 1'-3" 1'-3" 0'-9" 1'-9" 1,.9„ 0•-9" 2'-6" _ , LARGER PIPE USE TUNNEL LINERS 21" 30" 500" ,f - 3,• 12" 1'-9' 1'-0" 2'-6" 0'-9" 0'-9" Q' 9" 1'-3" 1'-0" 1'-6" 1''6" 1' 0" 2`-0'2' 0" 1' G" 3'-0" 24" 32" .500" Lt:TERAL �8-15 bars equally ' LARGER PIPE USE TUNNEL LINERS spaced as shown UNDISTURBED EARTH 14' 2' 0" 1' 0" 3'-0" 1'-0" 1'-0" 1'-Q" l'-3" 1'-0" 1'-6" 1' 9" 1' Q" 2' fi" 2'-6" 1' 0" 4'-0" PLAN SECTION 16" 12*-3" 1'-0" 3'-6" 1 0 1'-0. 1'-0" 1'-6 1 0. 2 0" 2'-0' 1'-0' 3'-0" 2'-9" 1'-0 4'-6" HIGHWAY CROSSING DETAIL VERTICAL THRUST BLOCK DETAIL RFDtICER -; 8" 2'-6" 1'-3" 3'-9" 1 -3 1'-3" 1 -3" 1 -6 1 -3" 1 -9 2'-3- 1'-3" 3'•3" 3'-0" 1 3" 4' 9" IfORIZONTAL THRUST BLOCK DETAIL W-2 Z rn CONCRETE DIMENSIONS FOR p HORIZONTAL THRUST BLOCKS <. W - 3 U r_. 12" 12" i .� • F, d Mi 6' min. I�-• Gl -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS. I SQUARE SKID PAD 6"THICK UNLESS OTHERWISE DIRECTED. TOP ' •-� ��_' , a• ti ' 2•-0' TRENCH SHALL BE SET EXISTING GRADE 18" MIN ABOVE GRADE IN EASEMENT AREAS. RIP RAP T -1` 0 ,- CONCRETE PAD t'-6" SO. x b.• USE 4Q U wa•. / \�\��\�- -- �V ALL AREAS NOT IN PAVEFNT �y y CONTRACTOR TO GROUT MANHOLE TRENCH 4; IN T'-6" MINIMUM ►' _ COVER 1N PLACE. .•r + .; •! i_ 4 BOLTS (3/4" DIA.) Width as s of CONTRACTOR TO MATCH MATERIAL 2.0•• Required _ !!V CREEK AS CLOSELY AS POSSIBLE . • r ADJUSTMENT RINGS (1 i " MAX.) -STANDARD MAFdHOLE av- 3'-0- AS REO'D 3'-0" _ SCREW TYPE BARE WiRE WRAPPED ADJUSTABLE VALVE AROUND VALVE BOX 8" MAX t_• `\SO SET ECCENTRIC CONE PLAN .• 1 ,-PLAN.. . COVER IS DIRECTLY c' BOX R • SECT i ON RIP -RAP '' • • OPPOSITE THE DOWN- '_ �-• - : • -• MAX. A" STREAM SEWER * • -. 10 GAUGE gVSULATED 36­MIN•� CREEK ."� - ° • ' _ � COPPER WIRE '� •� r�?„tk� • ' / --- CONCRETE ASTM C-150 = •"" ,�( Direction of Setting to be approved prior to Installation VALVE STRAPPED FCSA APPROVED TO MAIN ;t i 4000 PSI 12" OR 16"(typ) _ ' 1 6' �• !( DROP MANHOLE WYE ALL THREAD ROD MIN. •• HYDRANT • PIONEER 301 • , s'la:J:J� f ' 2'-0' `: •;', A,' VARtESASREO'D -, •��r.•tir � •' MiN. MASTIC APPLIED Mti••.•ti- V TES • 24" OR WTR. MAIN ti.....ti.ti • ti• V / '�' BETWEEN JOINTS s GREATER ,� b : •` (SAME SIZE AS INCOMING SEWER) _ ''L-ti- -- DROP FITTINGS &PIPE 36" MAX. J J•r•J•J �•J Nr•J' CCJN('.RETE ENCASEMENT AND ON EXTERIOR ' ` Concrete Pad f,�tif� JOINTS ARE TO BE SEALED " SIDE OF JOINT. 1 -6" sq. x 6" ;# f`�., • j - WITH "0" RING GASKET •'a �•. _ • +•ti•••• • 2•. min. - 6" max. ;'ti. ':•:ti:ti•;.:t:ti:•ti•z•..�.;: t•ti:ti �'`J-ti:`i:f`• .C• -6" MIN. CONCRETE COVER ti- -ti•••• PIPE r•J•J•J•J.IY•J•J•J•J-r-J•J•J•J•J•J•J•J•r• t / ••rlJ:p ,:r•J•. •r�Jl,t•l%r•J:f�l+r�rlll .. l'�f+l+J •r•J•J•J•r•HJ+J•I}J•J•J+r•J J-r•J•t :r J+•�'yA / l-t'ti'ti• ti•ti-'ti•ti•'�'ti•�••ti•ti•ti•�.ti•ti.\•t•ti•ti• •Y'N1•t•t,•S+i•1•�•ti•ti.t•t-Y4. i•`„•ti•t. l \ I •-r•r•J• r•J•r• t•J•J•J•J•J•r+J•J•J•IN•J•rN r•J• ti'•''••a 'VARIABLE• h•t•ti•t• 1•t•Y�•L•1.4.4••.•1•t•1.4.1.1•ti•4•\• •S,•1.1•t•1- I•r•r•r•r '�1• • .. - r ti•ti••..,,•�-:•ti•�.ti•ti•�.ti.•..i• e- .� •�- * 4'0" ^ z ,,• ., •' . -: ALL AROUND DROP CONSTRUCTION ' J•J-r•�-r•f•i•r•r.� BARE WIRE WRAPPED r•r•r J•r•r•J•J•r•r•r•J•r•r•J•J•J•J+r•J•r•r J•r•r•�.�• '•''• �•''''�• ''• I • ! J•r•r•r• J•,••J.i.J• J JYi Jl (,.Lr"T '• '� • I.D. ° ' r, ` : - .• 36' MAX - AROUND VALVE BOX _ STONE BEDDING PIPE TO MANHOLE C`C 10 GAUGE INSULATED AND BACKFILL • 36" min. COPPER WIRE CONNECTION TO BE • ti•••••,•ti••••„•�••••••••,.•,,�,a,•,,t,.„ti,•,,,,,,,;, • • BYFLEXIBLE SLEEVE •{ _ •J; �'�'ti'ti '•''•'' '' SCREW TYPE -� .:: .,.,.•...,•,..,,.,,ti,.,,.,,.,,.•,�,ti,.,,.,,,,,�,.,,ti, ,. ADJUSTABALE VALVE BOX INVERT CHANNEL TO PROVIDE A o•• • ` f �.� • � 7 cu. ft min. '�5 Stone � _ �- SMOOTH TRANSITION IN TO OUT,-.C:� • ' �� �\ ! •- `'�'��''¢� ENCASEMENT BELOW ENCASEMENT ABOVE PROF I L E - • GROUND SURFACE GROUND SURFACE FOR ALL CONNECTIONS a 3'-0" MIN. EXTENDED BASE FOR s ., CAREFULLY COMPACTED D/6 OR 5" MIN. 2'0" MAX --------- 4'-0" MAX. 6" BEDDING OF DROP CONSTRUCTION - ' BACKFILL GROUT BOTTOM OF MANHOLE -6 1'.f, *68 STONE RIP -RAP DOWNSTREAM -`.. TO FORM CHANNEL ; TAMPED BACKFILL -1 (PERMISSIBLE ROCK DISPOSAL _ �„` WALLOSAME ELEV. . , s Hydrant Tee ` • +` VARIES i tiia' D/2 'l �� :. UPSTREAM} 1•••_,.'i � c•i�a i MAY PLACE GONG. t a #- • a : ��� :':: b• . , AS TOP OF PIPE _ I Lk FULL WIDTH OF - - a Y 4 ' • ,�- e 0 STREAMBED •• •f TRENCH - - _ • WHEN ENCASEMENT EXTENDS a 6" BEDDING OF g" 6 M.J. Gate Valve strapped REAVFORGNG _ _ � D ABOVE STAEAMBED, PLACE CONC tt68 STONE � ° e p' • � t 4" _ �� _ to the Main FULL WIDTH OF TRENCH. Form Board as Req'd Note : All thread rod to be stainless BOTTOM OF ENCASEMENT TO L steel or t'sr coated. , ts" PROFILE GATE VALVE QFTAI EXTEND 6" INTO UNDISTURBED ROCK (IF ENCOUNTERED] OR 12" NOTES : 1 . Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. r - INTO UNDISTURBED EARTH. 2. Concrete adjustment rings must be used if adjustment elevation exceeds two inches. ,ry_ '- They shall have an exterior coating of bitumastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. y 4. Skid pad to be placed around manholes located in shoulders of roads FIRE HYDRANT ASSEMBLY DETAIL -TH w - S L CREEK CROSSING AND BANK PROTECTION DETAIL 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations / >t S DROP MANHOLE CONSTRUCTION DETAIL STANDARD PRE -CAST MANHOLE DETAIL 4 OLivER & WES NC:. F> � 95W{:gt3 1=1AXI ME MA" 22 a 2' am HLA-5 HLA-3 HLA-5 BUS FUEL `j ' \ � �0 � � w� STATION, NOTE 8 < HL 5 HLA-3 < NOTE 1 1> NOTE 2--- HLA-1 ES HLA-3 ELEMENTARY SCHOOL Fp AA. ! T�\T\ Noplor, VIP HLA-3 HLA-3 SANITARY SEWER 0HP PUMP STATION EB ES OHP NEW LIGHTING POLE, NOTE 7 0Hp OHP N 0 TE 1 - _ __ Rou 7-E___ RR 'rv/L L SOFTBALL OHP NOTE I HLA-1 0/yp O� 0/yp Q� NEW POLE---Z/ 0 FOOTBALL/SOCCER a LEGEND 0-F-1 AREA LIGHTING FIXTURE, TYPE SA/1-400 PAD MOUNTED UTILITY TRANSFORMER BY LOCAL POWER COMPANY. PROVIDE CONC PAD. OHP EXISTING OVERHEAD ELECTRICAL POWER LINES. OHT-- EXISTING OVERHEAD TELEPHONE LINES. OH P/T NEW OVERHEAD ELECTRICAL POWER AND TELEPHONE LINES. UNDERGROUND ELECTRIC PRIMARY SERVICE. EP— PROVIDE IN CONDUIT BENEATH PAVEMENT AND SIDEWALKS, 36" MINIMUM COVER. CONDUCTORS BY LOCAL POWER COMPANY. —ES UNDERGROUND ELECTRICAL SECONDARY SERVICE. 24" MINIMUM COVER, CONDUCTORS BY LOCAL POWER COMPANY. — EB UNDERGROUND ELECTRIC BRANCH CIRCUIT CONDUCTORS. PROVIDE IN CONDUIT BENEATH PAVEMENT AND SIDEWALKS. —T— UNDERGROUND TELEPHONE SERVICE BY LOCAL TELEPHONE COMPANY. —TV UNDERGROUND TELEVISION SERVICE BY LOCAL CABLE TV COMPANY, NOTES THIS SHEET 1. EXISTING POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY. 2. CONNECT FIXTURES TO BRANCH CIRCUITS HLA-1, 3, OR 5, AS INDICATED, VIA PHOTOCELL AND TIMERS. SEE SHEET E2. 3. PROVIDE RACEWAYS BENEATH PAVEMENT, FIRE LANE AND SIDEWALKS FOR INSTALLATION OF UTILITIES. 4. COORDINATE ELECTRICAL POWER SERVICE AND ASSOCIATED EQUIPMENT WITH THE LOCAL POWER COMPANY. 5. COORDINATE TELEPHONE SERVICE AND ASSOCIATED EQUIPMEN WITH THE LOCAL TELEPHONE COMPANY. 6. COORDINATE CABLE TELEVISION SERVICE AND ASSOCIATED EQUIPMENT WITH THE LOCAL CABLE TV COMPANY. 7. SEE SHEET C10 FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 8. PROVIDE PUSHBUTTON STATION ON BOLLARD TO STOP FUEL PUMP. PUSHBUTTON SHALL BE WEATHERPROOF EMERGENCY -TYPE RED MUSHROOM, MAINTAINED CONTACT PUSHBUTTON. Y4" X 45* CH TOP OF CONC ABOVE FINISH FINISH GRADE TYPE UF-NMI 10-2W/GROUt DIRECT BURIA NO SCALE BOLT OR GROUND POLE BA PRO",ADE BETWEEN PEDESTA POLE BA UNDISTUf OR COMF BACKFILL ANCHOR BY POLE 1" GALV CONDUIT TYPE UF- i 10-2W/Gj DIRECT 8 rLUUU LIGHTING FIXTURE NP CAST ALUMINUM ROUND JUNCTION BOX SUPPORT BOLTS W/ -EAD ANCHORS i" D I A X 12" DEEP ""ONCRETE BASE 'h" GALV STEEL CONDUIT 34'-0" TO CENTER OF ACCESS ROAD.__ AREA LIGHTING FIXTURE 10" (LENGTH) ARM .FINISH TO MATCH FIXTURE 30' POLE W1 BOLT COVERS, FINISH TO MATCH FIXTURE 3 X 4" GASKETED HAND HOLE, TURN & INSTALL IN-UNE BALLAST FUSE BUSSMAN "IRON" WEATHERPROOF FUSE -HOLDER No. HEB-AD W/No. KTK 5 AMP FUSE FOR EACH LUMINAIRE �4' X 45* CHAMFER, TOP OF CONC 6" ABOVE FINISH GRADE FINISH GRADE 18" DIA CONC BASE 4- #6 VERT, 3" COVER #4 0 12" HORIZ IF] Vo- 6 BARE COPPER ;ROUND WIRE, BOND TO STEEL LtL t-ULL & 6 COIL AT BOTTOM OF FOUNDATION DETAIL — AREA LIGHTING FIXTURE NO SCALE f� 0 c"l C"2 < co Lj :>-- LLJ z ZD af 0 Cr CL C) :D co < V) LJJ z =".OG 26 2:04 pm 4az M. I SITE PLAN SCALE: 1" = 40' L ch r . fti " CA Z J V) z W t� z LIJ a ? tm (5 z Li G O LL A a d J C3 L in Q ; F— � Z V- i O Q 1 (Ji � C • c �s ewo �a U y� +:r cl�e Q.' O CL > � w r �y V 1 4.4 .•.. a h Q zQ L LJ 00 N L. J � o W z Z U w D 0 Cy CL w >- � � z o Lo U m Y U C� W L..J LJ ry � C Ln o rn �i of n OI C m! �, CL ; b V) L.J LL 0 ry CL L1J z I Qf LJ f— Q 0 C15 El _ i.INDEX OF DRAWINGS T1 TITLE SHEET Cl OVERALL SITE PLAN C2 SITE DIMENSIONAL PLAN C3 SITE GRADING, DRAINAGE & EROSION CONTROL PLAN C4 SITE UTILITIES PLAN C5 OFFSITE IMPROVEMENTS PLANS C6 OFFSITE IMPROVEMENTS PLAN `. C7 ACCESS ROAD PROFILE C8 ROAD CROSS SECTIONS C9 SANITARY SEWER PROFILES AND STORM DRAIN PROFILES _ C10 PUMP STATION PLAN, DETAILS AND FORCE MAIN PROFILE C11 CROSS SECTIONS — ROUTE 7 IMPROVEMENTS C12 SITE DETAILS AND SEDIMENT & EROSION CONTROL DETAILS y.,. C13 SITE UTILITY DETAILS -K C14 SITE ELECTRICAL PLAN Al ROOF PLAN AND DETAILS A2 SKYROOF AND ROOF DETAILS A3 CANOPY PLANS, ELEVATIONS AND DETAILS A4 CANOPY SECTIONS AND DETAIL S A5 PARTIAL FLOOR PLAN — AREA 'A' Y A6 PARTIAL FLOOR PLAN — AREA 'B' A7 DOOR SCHEDULE, DOOR TYPES AND WINDOW TYPES -r A8 FINISH SCHEDULE AND FRAME TYPES A9 ENLARGED TOILET PLANS, HEAD AND JAMB DETAILS A10 BUILDING ELEVATIONS All FIRE PLAN AND DETAILS Al2 BUILDING SECTIONS A13 BUILDING SECTIONS r A14 SECTIONS AND DETAILS �A15 SECTIONS AND DETAILS A16 PARTIAL REFLECTED CEILING PLAN — AREA 'A' A17 PARTIAL REFLECTED CEILING PLAN — AREA 'B' A18 PARTIAL FLOOR PLAN — AREA 'A' CABINETS, SHELVING AND DETAILS A19 PARTIAL FLOOR PLAN — AREA 'B' CABINETS, SHELVING AND DETAILS A20 CABINETS SHELVING AND DETAILS A21 SHELVING AND DETAILS A22 PARTIAL FLOOR PLAN — AREA 'A' FLOOR PATTERN LAYOUTS A23 PARTIAL FLOOR PLAN — AREA 'B' FLOOR PATTERN LAYOUTS FS1 FOOD SERVICE EQUIPMENT SCHEDULES & DETAILS FS2 FOOD SERACE EQUIPMENT & ELECTRICAL PLAN FS3 FOOD SERVICE PLUMBING & %AECHANICAL PLAN tj 1) tj I Lm I I I I I ir At I FREDERICK COUNTY VIRGINIA STATE PROJECT NO 34 28A Sl SCHEDULES, DETAILS & GENERAL NOTES F1=F1PC S2 PARTIAL FOUNDATION PLAN - AREA 'A' S3 PARTIAL FOUNDATION PLAN - AREA '13' 54 PARTIAL ROOF FRAMING PLAN - AREA 'A' Sv PAR RAL ROOF FRAMING PLAN — AREA "C' S6 SECTIONS AND DETAILS S7 CAGY PLAN, SECT S & DETAILS P1 LEGEND SCHEDULES ULES AND Dt &S r� : P2 Pi.�G -- PARMAL FLOOR PLkN AREA .,�. P3 PLL%0W — PARMAL FLOOR PLM AREA ' P4 ;;E*TA PS DETAILS U2 �T#O PARTIAL FLOOR PLAN — AREA 'A' M DUCr#CW �' IIAL PLAN — AREA " M4 PI G PARTIAL FL FLAN — AREA W MS P' 1� PARTIAL FLOORPLAN — �A 9 jj�j 7f, �[��} �y F''fif j P4lt�y� M6 EDGED Ili t.AMC L. ROOM fir.\/ Y� • V t-' `! S A� TA C T � A AW E1 ELECTRICAL LEGEND, SCHB'ULES AND DET ..S E2 U(>41 NG DEAN, PARTIAL PLAN — AJREA 'A' A 8 B R E V I A T 1 0 N S �� �E� ��PARTIAL "B' -D 1 ,r E AA E5 POWER AND �AL PLAN PARTIAL PLAN — AREA '47' AS ANCHOR BOLT AUGER BORING, FLUOR FLUORESCENT MACH MACHINE: R} RIGHT ► E6 ENLARGED FLOOR PL LA IS CONTR CONTRACTION ( THRSLD THRESHOL.i ADDITIVE BID ITEM CONV CONVERTER FPH FROST PROOF HYDRANT MAS MASONRY R RADIUS, RISER, RUBBER SHEATH THRU T!-fROU;;N E? S DIAGRAMS ASS AIR BREAK SWITCH CQP,CU COPPER FPM FEET PER MINUTE MATL MATEIRIAI.. RA RETU," AIR TP TEST PT E8 PANELBOARD SCHEDULES ABV ABOVE CORR CORRIDOR FR FRAME, FROM MAX MAXIMUM RAD RADIUS TR TOP REGISTER E9 PANELBOARD SCHEDULES AC AIR CONDITIONING, ASBESTOS CEMENT, CP NONREINFORCED CONCRETE PIPE FRZR FREEZER MBH THOUSAND BTU PER HOUR RCP REINFORCED CONCRETE PIPE TS TOP OF STEEL., TOP OF SLAB E10 yy#RING DIAGRAMS ASPHALTIC CONCRETE CPT CARPET FS FULL SIZE MD MANUAL DAMPER RD ROOF' DRAIN, ROAD T`W TOP OF WALL ACB AIR CIRCUIT BREAKER CR CEILING REGISTER FT FOOT, FEET, FLOOR TILE MECH MECHANICAL RECP RECEPTACLE TYP TYPICAL ACSR ALUMINUM CONDUCTOR STEEL REINFORCED CRS CORROSION RESISTANT FTG FOOTING MET METAL. RED REDUCING TX THERMAL EXPANSION ACST ACOUSTIC CSK COUNTER SUNK FURN FURNANCE" MFGR MANUFACTURER REFL REFLECTIVE AD AREA DRAIN CT CERAMIC TILE, CURRENT TRANSFORMER MH MANHOLE REFR REFRIGERATOR UG UNDERGROUND ADJ ADJUSTABLE CTR CENTER GA GAGE MIN MINIMUM, MINUTE REG REGULATOR, REGISTER UH UNIT HEATER AL ALUMINUM CU CONDENSING UNIT GALV GALVANIZED MISC MISCELLANEOUS RE#NF REINFORCEMENT UlfS UNDERSIDE • ALT ALTERNATE CW COLD 'WATER GFCI GOVERNMENT FURNISHED CONTRACTOR INSTALLED MO MOTOR OPERATED MASONRY OPENING REQD REQUIRED AMP,A AMPERE CWB CAPILLARY WATER BARRIER GL GLASS MOH MASONROPEN�Nr; HEIGHT REV" REVISION V VENT, VOLT, VALVE, 1 tivYL ANOD ANODIZED GLE GLOSS ENAMEL MOW MASONRYOPENING WIDTH RF ROOF V ASB VINYL ASBESTOS AP ACCESS PANEL D DEPTH, DEEP, DEGREE OF CURVATURE, DRAIN GPM GALLONS PER MINUTE MP MEDIUM PRESSURE RG RETURN GRILLE VAC VACUUM APPROX APPROXIMATE D PNL DISTRIBUTION PANEL GR GRADE MTD MOUNTED RGH ROUGH VB VINYL BASE ARCH ARCHITECTURAL DB DRY BULB, DECIBEL, DIRECT BURIAL GRD GROUND MTG MOUN71NG RI RUBBER INSULATED VC VARNISH CAMBRIC, VITRIFIED CLAY ARR ARRESTOR DEMO DEMOUTION GSU GLAZED STRUCTURAL UNIT MWP MEMBRANE WATERPROOFING RL RAIN LEADER, REFRIGERANT LIQUID VCP VITRIFIED CLAY PIPE �`. ASPH ASPHALT DET DETAIL GW GROUND WATER RM ROOM VCT VINYL COMPOSITION TILE AT ACOUSTICAL TILE DH DRILL HOLE GYP GYPSUM N NORTH RNG RANGE VENT VENTILATING s AWG AMERICAN WIRE GAGE DIA DIAMETER NC NON CORROSIVE RO ROUGH OPENING VERT VERTICAL DIM DIMENSION H,HGT HEIGHT NDC NOSE DOWN CURB RPM REVOLUTIONS PER MINUTE VEST VESTIBULE B BOTTOM, BATH DN DOWN HB HOSE BIBB NEUT NEUTRAL RS REFRIGERANT SUCTION VS VENT STACK BBD BASEBOARD DIFFUSER DL DEAD LOAD HD HARD DRAWN NIC NOT IN CONTRACT S SOUTH VTR VENT THRU ROOF BD BOARD DMPR DAMPER HDW HARDWARE N0. NUMBER BHP BRAKE HORSEPOWER DN DOWN HGSW HORN GAP SWITCH NOM NOMINAL SAN SANITARY SEWER VWC VINYL WALL COVERING SATC SUSPENDED ACOUSTICAL TILE CEILING BLDG BUILDING DO. DITTO HI. HIGH NTS NOT TO SCALE Sc SPECIAL COATING, ACRYLIC W WIDTH, WASTE; WATERS WATT, W�Sj BLK BLOCK DS DOWSPOUT Hid HOLLOW METAL SCH SCHEO ULE WA WAINSCOT K BLW BELOW DW DRYWALL, DISHWASHER HORIZ HORIZONTAL OA OUTSIDE AIR SO SPUTTER DAMPER, STORM DRAIN W WITH VICINITY MAP W BM BEAM DWO DRINKING WATER DISPENSER HP HORSEPOWER, HIGH POINT OC ON CENTER SECT SECTION 0 WITHOUT BR BOTTOM REGISTER DWG DRAWING HR HOUR OC8 OIL CIRCUIT BREAKER SFCB SPLIT FACE CONCRETE BRICK WET BULB s . BRG BEARING HS HIGH STRENGTH 00 OUTSIDE DIAMETER Si SERVICE WC WATER CLOSET BSMT BASEMENT E EAST HVY HEAVY OPNG OPENING SF SQUARE FEET, SQUARE FOOTAGE WG WATER GAGE BTU BRITISH THERMAL UNIT EA EACH HW HOT WATER, HEADWALL OPP OPPOSITE SGE SEMI --GLOSS ENAMEL WD WOOD WIDE 11 - BTU/HR BRITISH THERMAL UNIT/HOUR E.A.T. ENTERING AIR TEMPERATURE HWL HIGH WATER LEVEL OPT OPTION SH SHEET WH WATER HEATER BTWN BETWEEN EC EMPTY CONDUIT HZ HERTZ OSD OPEN SITE DRAIN Sim SIMILAR WL WATER LEVEL EER ENERGY EFFICIENCY RATIO OVHD,OH OVERHEAD SKCP SUSPENDED KEENE'S CEMENT PLASTER WP WATERPROOF WEATHERPROOF CENTERLINE — ,EFF EFFICIENCY ID INSIDE DIAMETER SL SLOPE WS WASTE STACK WATER SURFACE WATERSTOP CAB. CABINET EIFS EXTERIOR INSULATION FINISH SYSTEM IN. INCH P PIPE, PAINT, PAINTED SMH SANITARY MANHOLE WSHR WASHER i� �_ -, CARP CARPET EL ELEVATION INSUL INSULATION, INSULATED PAF POWER ACTUATED FASTENER SP STATIC PRESSURE, SINGLE POLE WT WEIGHT, WALL TILE - -- t� CAP. CAPACITY ELEC ELECTRIC INT INTERIOR PART'N PARTITION SPC SUSPENDED PLASTER CEILING W'WF WELDED WIRE FABRIC�_ 1� . CC CENTER TO CENTER, COOLING COIL EMER EMERGENCY INV INVERT B PULL BOX SPDT SINGLE POLE, DOUBLE THROW 1 o CD CEILING DIFFUSER EMT ELECTRICAL METALLIC TUBING ILO IN LIEU OF PH PHASE SPEC SPECIFICATION X—STR EXTRA STRENGTH �'�~ '/ —� CEM CEMENT EP EPDXY PI POINT OF INTERSECTION SPST SINGLE POLE, SINGLE THROW XF'MR TRANSFORMER -- / CER CERAMIC EPDM ETHYLENE PROPYLENE DIENE MONOMER JB JUNCTION BOX PIV POST INDICATOR VALVE SQ SQUARE -- r CFM CUBIC FEET PER MINUTE EQ EQUAL JC JANITOR CLOSET PJF PREFORMED JOINT FILLER ST STREAM, SINGLE THROW, STREET, STEAM 2:1 CFH CUBIC FEET PER HOUR EQUIP EQUIPMENT JCT JUNCTION PL PLATE, PLASTIC LAMINATE STA STATION SLOPE 2 HORIZONTAL TO 1 VERTICAL 81 CI CAST IRON EVAP EVAPORATIVE JST JOIST PLAS PLASTER STD STANDARD ' r CIP CAST IRON PIPE EW EACH WAY JT JOINT PLNJ PAPER AND LEAD NEOPRENE JACKET STI_ STEEL 1 ON 2 WINCHESTER PROJECT',`�\ 661 CIR CIRCULATING CJ CONTROL JOINT, CONTRACTION JOINT EWC ELECTRIC WATER COOLER PLYWD PLYWOOD STOR STORAGE SLOPE 1 VERTICAL ON 2 HORIZONTAL CKT CIRCUIT EXH EXHAUST KCP KEENE'S CEMENT PLASTER PNL PANEL STR STRUCTURE SITE EXIST EXISTING KIT KITCHEN PRELIM PRELIMINARY SUP SUPPORT 1 PH SINGLE PHASE CL CLEAR, CLOSET EXP EXPANSION, EXPOSED KO KNOCK OUT PRESS PRESSURE SUSP SUSPENDED 3 WAY THREE WAY CLG CEILING EXP JT EXPANSION JOINT KV KILOVOLT PRIM PRIMARY SW SWITCH C THREE CONDUCTOR CMP CORRUGATED METAL PIPE EXT EXTERIOR KVA KILOVOLT —AMPERE PRV PRESSURE RELIEF VALVE SWBD SWITCHBOARD Am THREE POLE�--_- CMPA CORRUGATED METAL PIPE ARCH KW KILOWATT PS PULL SWITCH SWGR SWITCHGEAR� ' CMU CONCRETE MASONRY UNITS 4 WAY FOUR WAY PSF POUNDS PER SQUARE FOOTc,, 656 CND,C CONDUIT A DEFLECTION ANGLE F FAHRENHEIT, FIRE, FAN (L) LEFT PSI POUNDS PER SQUARE INCH T TILE, TOP, TANGENT, THICKNESS CNDS CONDENSATE FABX FIRE ALARM BOX L LOUVER, LENGTH, LENGTH OF CURVE PT POINT, POINT OF TANGENT T&S TOP AND BOTTOM AND }—y 1 7 % PERCENT s CNTR COUNTER OUT FD FLOOR DRAIN, FIRE DAMPER, FLOOR DIFFUSER LA LIGHTNING ARRESTOR PUF POLYURETHANE FOAM TC TOP OF CURB PHASE, ROUND z �� . CO FDN FOUNDATION LAV LAVATORY PVC POINT OF VERTICAL CURVE, POLY VINYL CHLORIDE TEL TELEPHONE o DEGREE 656 CODP CLEANOUT W/ DECK PLUG FDR FEEDER LBS POUNDS PVI POINT OF VERTICAL INTERSECTION TEMP TEMPERATURE, TEMPORARY ``— }3 COL COLUMN FFE FINISHED FLOOR ELEVATION LC LEAD COVERED PVT POINT OF VERTICAL TANGENT TERM TERMINAL �� 7 ' 658--�` 659 CONC CONCRETE FH FIRE HYDRANT LIN LINEN TH TOTAL HEAD (PUMPS) ��- —� ` / CONC—S CONCRETE, STEEL TROWELED & SEALED FHC FIRE HOSE CABINET LL LIVE LOAD QT QUARRY TILE COND CONDUCTOR FIG FIGURE LLH LONG LEG HORIZONTAL CONN CONNECTION FIN FINISH LLV LONG LEG VERTICAL CONTT CONSTRUCTION FJ FELT JOINT LT LIGHT 656 CONT CONTINUOUS FL FLOOR, FLASHING ti% r — (\ �.` ? MILE 1/4 1/2 0 1 MILE �i 657 8rLREVISIONS DATE H �� -L `T H � ocr � C NO. DATE 19 MAY 95 .� 1 gg5 ...� Z, 11 7 Pi 21 JUN 95 ■ ■ 1 KEPT, OF �� �D PHILIP PA.PPAS � �� � 12 DULY 95 cP S AND DE1!£(pp�y M �� No. 3079 `. 17 AUG 95 COMM NON No. � 7104 iv r nc• ��`9�s�$ZiZ��`� ,� �� a 26 SEP 95 �9501 ® _ SET NO. L� 200 Country Club Drive, Plaza One, Building F, Blacksburg, VA 24060 LT H T� Tel. (703) 552-2151 FAX: (703) 951-0219 ?•� OBERT B. OUVER AMBLER W. W-B8, �� SHEET NON No. CERTIFICATE No. 03543 4068 T1 SHEET OF (5 IEgM; ► ILLS. GL VER & KBE. INC. MATCHLINE THIS SHEET ------------- Area A 19,522 Sq. Ft. 1 763' � � ` � r' \ Area Sta. Ft � � � r �. ,8 ` S0 358 \ Sfa -to. 20 fY i FUTURE SOFTBALL, f / FUTURE SOFTBALV BASEBALL BASEBALL 0 S2 fa. 54 TOP OF VIRGINIA ZONING: RP USE: VACANT Xl rrjr / \0Qpolo °° ° •, r Area C � \ 23, 359 Sq. Ft. \{ •. 55E-1-43 ,. , �\�_ ".,•'�% art; =1, 950 RAYMOND H. MORTON'•. '♦ ;r' ^^^- C > 1'} ZONING: RP \ USE: RESIDENTIAL � •• �"- f / i� OS`° 4 Q I++, i Qfie° +•a .e.F / %`�0 C t\ (;a. 0 J 55E-1-44 Lot a '� - \ 0 5w` � \ / ERNEST B. SIMMS ®Sta. x Y i`� ZONING: RP •._ _ Q , .�' \ \r � � , FUTURE FOOTBALL USE: RESIDENTIAL \ \ 55E-1-45 / STADIUM DWAYNE S. BRILL FUTUR, HIGH SCHOOL R€GMY HERS ZONING: RP 0 / SUS USE: RESIDENTIA4 / 1 / \ PARKING \`� 0rd 55E-1-47 / \ rE l \ \ 00 \ MARSHALL E. NEWKIRK \4 Areo D ZONING: RP / = *Stc. O �396 Sq. rt. USE: RESIDENTIAL / _r \ L 55E-1-48 LENORO C. ELLIS ZONING: RP USE: RESIDENTIAL / e if FUTURE TENNIS / \ \\ ` 00 -� J,'' FUTURE VDOT 55E-1-49 \ // RIGHT-OF-WAY R R. J HNSON • r - \ GE ALD 0 � , �� , ea :: Sta ``- ' f/ 1 -_ `• ZONING: RP -i r r `693 / '�`♦ USE: RESIDENTIAL / �, �, •, Sq. �= �_= 746 �,\ Wafers of the U.S. - > r / ♦ \\-i. 55E-1-12 � `+ � � - ,J4� ♦`. ♦♦ � MICHAEL D. HARPER I 0 ---� 7 Ara D / � \ ZONING: RP s ,- \ r` USE: RESIDENTIAL I \ _ \. 55E-1-11 ---- GLENWOOD K. GILETTE � � 249 ZONING. RP { j / , , - c'♦ USE: RESIDENTIAL Area C � ♦, ♦, Z l 15 POTOM , / i i, Area D 'wry&♦♦ '�, ISON RI 77, 040 Sq. Ft. � FUTURE HIGH SCHOOLRIW ��'",44• � � � � � ♦\ 22 '- 80' POT A C - -72.5 k FUTURE BUS MAINTENANCE I FACILITY '2, 39 wl /ICY// .S Area C 0 / 55- A- 26 r. -- 0 / /j� DENNI T. COLE Area F �. ZONING:, 8-2 556 Sq. Ft. % USE: BU�INESS/RESIDENTIAL }} L- 142 NEW ELEM. SCHOOL ` 1 7 7- < \ 55-A-23 DENNIS T. COLE ZONING: B-2 �\ \ USE: BUSINESS c`r1. 5* r �> ti7 � ---�. `the U. S. -""'- •` \ � r 0 6 Coq Mop Ar.• •A- ,� ,': 55F-1-3-203A ar'teo. 1. SHENANDOAH HILLS HOMEOWNERS ASSOCIATION ZONING: RP USE: OPEN SPACE 55F-1-3-192 VERNON D JOYNER aww � I PLAYGROUND AREA. SOFTBALL Waters of J — Pon Areo=2, 960 Sq. t REMOVE EMBANKMENT / BRUSH THIS AREA TO OBTAIN 350' SIGHT DISTANCE-- 55-A-87A FRANCES V. COLE ZONING: RP USE: RESIDENTIAL Q Area H Sta. 3 be — — 55-A-87 PETER RILEY Q ZONING: RP ' USE: RESIDENTIAL 55-A-86 HARRY THOMPSON ' �r ZONING: RP USE: RESIDENTIAL / _ 9440 �_ ( \ �� 55-A-85 RUN \ \ S��Y HARRY THOMPSON / g \ ( ZONING: RP , USE: RESIDENTIAL 55-A-78 LENARD WALTERS ZONING: RP . \� N 55-A-$4 i USE: RESIDENTIAL �, �\ \ "�i ' HARRY THOMPSON �\ ZONING: RP USE: RESIDENTIAL, IN, ZONING: RP _ `55F-1-3-191 D/�TgNCF '\ �• \ \�6 USE: RESIDENTIAL JAMES L. RILEY 50. � { Ful a ZONING: RP lk SY"V1S10N A USE: RESIDENTIAL SITE PLAN SCALE: 1" = 100' fD 1995 is LLS, OUVER & WEB Wc, ztiP " 26 12:47 pm -- tom' ACCESS ROAD i 55-A-18 WAYNE D. SIEPEL ZONING: RA USE: AGRICULTURE �Y Y '04'56°E S18W'07"E 2Z 12' 32' Y r, sss sa \` 651.65 ow to \ \ >' \\ ` Area I-f' 3,207 Sq. Ft.- *°.h a L r GENERAL -NO TES 1. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES WITHIN THE CONSTRUCTON LIMITS, LOCATIONS AND DEPTHS OF EXISTING UTILITIES ARE APPROXIMATE ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING LOCAL UTILITY COMPANIES FOR VERIFICATION OF UTILITY LOCATIONS. 2. ALL UTILITIES AND OTHER STRUCTURES DAMAGED AS A RESULT OF CONTRACTOR'S ACTIONS SHALL BE REPLACED AND/OR REPAIRED TO A CONDITION EQUAL TO OR BETTER THAN THAT PRIOR TO CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. 3. BOUNDARY AND TOPOGRAPHICAL INFORMATION SUPPLIED BY MARSH & LEGGE, LAND SURVEYORS, P.L.C., WINCHESTER, VIRGINIA. 4. UNLESS OTHERWISE NOTED, ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 5. REPAVE ALL EXISTING PAVED AREAS DISTURBED DURING CONSTRUCTION IN ACCORDANCE WITH VDOT REQUIREMENTS. 6. RESEED ALL EXISTING VEGATATED AREAS DISTURBED DURING CONSTRUCTION PER SPECIFICATIONS. 7. UNLESS OTHERWISE INDICATED BY CONTOURS OR OTHER NEW WORK, DELINEATED WETLAND AREAS ARE TO REMAIN UNDISTRUBED. 8. WETLANDS DELINEATION PERFORMED BY TRIAD ENGINEERING INC„ APRIL 28, 1995. 9. VDOT APPROVAL OF PLANS EXPIRES 3 YEARS FROM DATE OF APPROVAL. 10. VDOT WILL MAINTAIN THE NEW ACCESS ROAD R.O.W. IN ITS ENTIRETY. THE R.O.W. WILL BE DEDICATED TO FREDERICK CO. FOR PUBLIC USE. 11. OWNER / DEVELOPER: FREDERICK CO. PUBLIC SCHOOLS 1415 AMHERST ST. WINCHESTER, VA 22601 A,12. MAGISTERIAL DISTRICT: STONEWALL 1 13, ZONING: RA -RURAL AREAS 14. TOTAL SITE AREA 128,402 ACRES. AREA DEVELOPED THIS PHASE APPROX. 26,65 ACRES. 15. APPROX. 4 ACRES OF THE 26.65 ACRE SITE IS IN STEEP TERRAIN (15% SLOPE OR GREATER). 16. A TOTAL OF 29 ACRES WILL BE DISTURBED DURING CONSTRUCTION. /3 17. FIRE DEPARTMENT ACCESS SHALL BE MAINTAINED DURING CONSTRUCTION. FOLLOW ALL INSTRUCTIONS FROM FIRE MARSHAL TO INSURE ACCESS ALONG CONSTRUCTION ACCESS ROAD OR NEW PUBLIC DRIVE INTO SCHOOL FROM ROUTE 7. 18. THE CONSTRUCTION ACCESS ROAD INTO THE SITE SHALL BE CONSIDERED A SECONDARY MEANS OF EGRESS AND SHALL REMAIN IN PLACE AT THE COMPLETION OF CONSTRUCTION. CONTRACTOR TO REMOVE CONSTRUCTION ENTRANCE AND REPLACE WITH SMALLER AGGREGATE FOR ROAD. ENTRANCE TO BE CLOSED OFF WITH STEEL CABLE AND PADLOCK BY OWNER. 19. PROVIDE A TEMPORARY ADDRESS SIGN IN ACCORDANCE WITH FIRE MARSHAL REQUIREMENTS AT CONSTRUCTION ENTRANCE AT ROUTE 656. CONTACT COUNTY PLANNING DEPARTMENT FOR ADDRESS. EXISTING LEGEND NEW - _ - STORM SEWER MANHOLE D 0\ =1 SANITARY SEWER MANHOLE STORM SEWER 15' SD -^- - - SANITARY SEWER —cam - - -- ----- - UNDERGROUND TELEPHONE --- CLEANOUT ^i � c% ----`- �- -GATE VALVE y -�- N -- -_T--^ DROP INLET TREE SPOT ELEVATION +612.25 PROPERTY LINE/R.O. W. - - - - 6 2 ^ - CONTOURS 620 - TEST BORING B-1 TEST PIT TP-1- -- -- _ -- X-- FENCE +-- CURB - -- _ DELINEATED WETLANDS ji AREA -A J _ -A - ASPHALT PAVEMENT -• TYPE 1 ASPHALT PAVEMENT - TYPE 2 CONCRETE PAD WATER LINE vt FIRE HYDRANT THRUST BLOCK . n VDOT MONUMENT NIA SEE SH C14 FOR ELECTRICAL LEGEND /l\ si; �! a z w LAJ z L 0 z co 1 i { Q U- ti, ' 0 ca � d W a� Q N c� a � I i + O Q 00 N � I L.Lj w o W � it D— � -�D W I-- m Q cf) >-' U x U ix w p w p.e C: a_ oI b owsz C3 F.p b a„ G ^ ;e:♦ d MATCHLINE SEE SH C5 Poi-,d-2,41 Sq. % 6 f O � \ \ t 0� 9 INV 650.00 ' 1 / i 1 1, (� ( 60U.5U // OP iZ1 TS- \ \ ss 601.542 VDO ;S 3Q \ \ \ /--� 661.25,, t ' 3 (VDOT EC-1) t i5" RC� 50. Q) \ \ \ \ VDOT VD ES-1 ybI I \ \ \ 659.84 \ t l O �\ I � Sta. 5 \ \ 660- _ 0 \ \.84 _ - 659 r � i l \ B-18` C3 Q if �n DITCH CL 6S8 00 �` --- M. �5 i `\ the \` Ey&R NEW SANITAR` c0 PUMP STATION. SEE SH C10 FOR IMPROVETSME - 6 4 O _ 2 7- _. _ J- N86'1\ - - _ y-- Jam., 5_' MATCHLINE SEE Sit G5 °� 22L11..144 --- = = 3 1Nv 64.71 - VDOT ST'D 'ES--1-- - I_ - _ B E EMU l/I/t/ III/+, r'.r1nn -_Saw - - - - - ... / oP \ l- Area C MATCHLINE SEE SH C6 Kx i \ \, 05 657. \\ Area C I �p _ % i \ ! - - �, 366 Sq. pit. 58.17 !NV OUT SF \ \ \ POND I 1 \ 4 SLOPE`S~:1660 \ \ \ \ \ `1 INV UT 64 .00 C A \ 660.05 6�9.80, ` POND OUTLET R`•. i B -8 \ .`>� SEE DETAIL C12 561.2e OSF 661.25 x �SkO.05 I f 1 1 / % 7 61.25Wolef-s of 66 \ / h e 4). S.' \ SOFTBALL 58.85 I ' { FOOTBA4SOCCER / i SF e D � 652 --••. �OI�'�N'gZ�. S P \ 650 x65 . 0 \ fer S A POND II k653. SEE NOTE 5 ' -12h I OUT 646.60 1 1 NV 6T& 55 07.00 1 VDOT ST'D.,ES-1 3 00p +� I ;\ 3 _ 653.20 k853.2Q J) S A 1 OND OUTLET RISER �. \ EE SH C12 r V1 O \ SITE PLAN SCALE: 1 = 40 SCHEDULE OF STORM DRAIN STRUCTURES STIR NO. TYPE TOP/'RIM INV IN INV OUT COMMENTS (VDOT STD) 2 MH-1 656.25 647.80 FROM 3 647.70 649.66 FROM BLDG 3 MH-1 658.74 648.90 FROM 4 648.80 655.24 FROM BLDG 4 DI-7 657.87 649.63 649.53 PEDESTRIAN/BICYCLE SAFE GRATE 5 DI-1 657.40 650.49 FROM 6 650.39 VDOT STD GRATE 652.00 FROM 7 6 DI-1 655.55 N/A 651.80 VDOT STD GRATE 7 MH-1 659.72 655.08 654.98 8 MH-1 1 661.28 A 1657.33 EROSION CONTROL LEGEND SYMBOL DESCRIPTION STD. do SPEC. (P�) PERMANENT SEEDING SURFACE ROUGHENING 3.32 LR 3.29 -_ SF SILT FENCE 3.05 CIP OUTLET PROTECTION - 3.18 - CE CONSTRUCTION ENTRANCE 3.02 ' I P -_ -_ INLET PROTECTION 3.07 CONSTRUCTION ROAD STABIUZA11ON 3.03 (SEE NOTE 4, SH C6) 3.03 DD -- --� --- TEMPORARY DIVERSION DIKE ---- - 3.09 NOTES THIS SHEET: 1. GRADE ALL AREAS IN THE VICINITY OF STORM INLETS TO PROVIDE POSITIVE DRAINAGE TO THE INLET. 2. CONTOURS ALONG ACCESS ROAD CUT SLOPES INDICATE APPROXIMATE GRADING BASED ON APPROXIMATE ROCK ELEVATIONS FROM TEST BORINGS, A 1:1 ALLOWABLE SLOPE IN ROCK CUTS ON THE EAST SIDE OF THE ROAD AND A 2:1 ALLOWABLE SLOPE IN ROCK CUT ON THE WEST SIDE OF THE ROAD. SOILS ENGINEER SHALL OBSERVE ALL EXCAVATION IN THIS AREA AND ADVISE CONTRACTOR AS TO THE MAXIMUM SAFE SLOPE TO MINIMIZE EARTHWORK. 3. UNLESS OTHERWISE NOTED, ALL CULVERTS SHALL HAVE END WALLS AND HEAD WALLS CONFORMING TO VDOT STD EW-1. 4. GRADE OUT FLAT AREAS AS REQUIRED FOR LIGHT POLE !NSTALLATtON ON EAST SIDE OF ACCESS ROAD. SEE SH C14 FOR POLE LOCATION. 5, WHEN THE AREA SERVED BY POND II HAS STABILIZED, REMOVE POND AND EXTEND DRAINAGE SWALE IN DETAIL 1/C3/C3 TO A MINIMUM OF 75' EAST OF FOOTBALL/SOCCER FIELD. EROSION CONTROL NOTES: 1. UNLESS OTHERWISE NOTED, ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTATION CONTROL HANDBOOK, LATEST EDITION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GUIDELINES AND PROVISIONS SET FORTH IN THE EROSION CONTROL NARRATIVE. �\ 2. THE PLAN APPROVING AUTHORITY SHALL BE NOTIFIED BY THE CONTRACTOR ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO COMMENCEMENT OF THE LAND DISTURBING ACTIVITY, UPON COMPLETION OF THE INITIAL PHASE OF EROSION CONTROL MEASURES, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 3. ALL EROSION AND SEDIMENT CONTROL/TRAPPING MEASURES ARE TO BE PLACED AND FULLY FUNCTIONAL PRIOR TO OR AS THE FIRST STEP IN CLEARING OR GRADING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE EROSION CONTROL LAWS AND REGULATIONS WHERE APPLICABLE TO OFFSITE DISTURBED AREAS SUCH AS BORROW AREAS, FILL AREAS, etc. CONTRACTOR SHALL PREPARE AND OBTAIN APPROVAL OF EROSION CONTROL PLANS FOR THESE AREAS. 6. CONTRACTOR SHALL INSTALL ANY ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY THE OWNERS AGENT/INSPECTOR OR THE PLAN APPROVING AUTHORITY AT NO ADDITIONAL COST TO THE OWNER. 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 SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE. DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. 9. 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. 10. PERMANENT OR TEMPORARY STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 11. SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES 12. PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWSE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COWER IS ACHIEVED THAT, IN THE OPINION OF THE LOCAL PROGRAM ADMINISTRATOR OR HIS DESIGNATED AGENT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 13. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 14. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES FOR UNDERGROUND UTILITIES. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BE THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTRRBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. CONTRACTOR SHALL LOCATE THE GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. 17. CONTRACTOR SHALL DISPOSE OF ANY EXCESS FILL MATERIAL AND/OR VEGETATION REMOVED FROM THE SITE IN ACCORDANCE WITH SPEC. SECTION 02110. /1 2 `` 18. PROVIDE PERMANENT SEEDING OF CROWN VETCH ON ALL AREAS WITH SLOPES OF 3:1 OR GREATER NTH THE EXCEPTION OF POND AREAS. /�, GRASS LINED, TRAPEZOIDAL DITCH SECTION 1 NO SCALE C3 C3 rn °' N 1 W w . oo U zsr.' i L) .0 o l a C5 Q I J Q U < Q MIL M 8{� 1 Q 7 U I� Q o z o Cl o� t`.2 I �•r ao � Ao U y� � a W b v Q n� C+. a; Q� I r"1 • o c ry Q F- 00 I LL_I � O W U L1J cy- D � M Q 0 Cf� ' Z N O U Y U w Uj cif o Ln z LO a rn a i CL! rl O� CL C) M� m! �} I -� o GO S', CL.Li V _z Q � O ^ �i F- CD 0 Z U Q � Q Q � Q C�3 01995 1MLLS, OU'VER & WEBB, INC. OMM 1=1.00 TDP AM 24 10.39 am /.,\NEW 10" WATER NEW 10 x6 TEE AND THRUSTBLOCK NEW GATE VALVE 70001 I I NEW WATER LINE A i I 3 llu 0.p0 A � 0 r I! 9 14 p' •C• 1 i I S� A 18 1 j )k\ � k50 00 J \ E`, o � Op0 z 0 P !1 N " OO 1 ' x o0 DF WATER AND SEWER EASEMENT � \y AID.0� 1 V \ y ` NEW SANITARY SEWER PUMP STATION. SEE SH 0 y ,` 11 1/4' FITTINGS FOR IMPROVEMENTS --- `� MATCHLINE SEE SH C5 4` 1 I ICC f111l%T71 C IAA►1 WA TCM 1 i♦t[7 - NEW 8" GATE VALVE NEW 10" GATE VALVE NEW 8" GATE VALVE - O� sK I` DIRECTION OF FLOW \ MATCHLINE SEE SH C6 �,� ' SEE TABLE \----�---- -- -- -- -- -- -- /� BELOW 2'- 02'- 0LEANOUT ADAPTER & THREADED PLUG \ I GRADE SURFACE _----SET HEIGHT AS AWAY FROM CLEANOUT �/ REQUIRED NEW WATER LINE B \ 45' BEND I --COMPACTED VDOT NO. 10 STONE OR SAND \�� I TO SUPPORT RISER 18 45' BEND /`\ CLEANOUT TYPE 3 FOR BENDS GREATER THAN 45° FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT 0 WYE 45' BEND 22 1 2' BEND 11 1 4' BEND ADAPT \ I NEW 45' FITTING AND \ THRUSTBLOCK NEW GATE VALVE AND THRUSTBLOCK -NEW 8" TEE AND V THRUSTBLOCK a � \ I NEW GATE VALVE AND \ THRUSTBLOCK D \ NEW FIRE HYDRANT AND \ i \ \ THRUSTBLOCK NEW GATE VALVE AND NE IW GASLINE §Y THRUSTBLOCK S ENANDOAH dAS 'CO. �\ WATEFLINE \ ' 1 \ \\ \ NEW WATER LINE D a 1 \ 30 I I \ NEW 8" ( I WATERLINE I I 3 I I I i 20.00' WATER EASEMENT 3 ► a , I - / 45' FITTING & THRUST BLOCK 3 \ 11 V4' FITTING & THRUST BLOCK i _ DRANT AND THRUSTBLOCK a SOFTBALL i o � f tri-� o coo 00 % FOOTBALL,/SOCCER O• O_ x i � PS 2,34-J8 N86 019'7 6 " - _ - _ _ :_ 2 5 5' - - __ -- _ _ MATCHUNE SEE SH C5 41 5 of 1 _ ` }' ` ` _ 644 p - -01 A 11 50'00 1 A 11 00.00 SITE PLAN SCALE: t" = 40' BEND 56 1/4' 1 2 0 1 1 67 1/2' 1 2 1 0 1 78 3/4' 1 2 1 1 1 90' 1 3 0 0 1 T ADAPTER DED PLUG -IEIGHT AS IRED 'ACTED VDOT NO. 10 E OR SAND JPPORT RISER FOR JUNCTION OF TWO LINES AT 90° FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT WYE 45' RFNn 99 1 /9' RFNn 1 1 1 /a• Ap*mn ADAPT JUNCTION 2 4 0 0 1 SCHEDULE - SANITARY SEVER STRUCTURES STRUCTURE RIM INV. IN INV. OUT COMMENTS A 659.70 N/A 653.03 B 659.00 651.09 649.95 C 656.80 648.93 (FROM B) 2 651.97 (FROM C1) 648.73 DROP MH C1 660.63 653.93 6 D 654.21 647.23 647.0 E 650.20 6 1. 1 DROP MH F 630.30 623.77 623.57 PS 618.64 6 614.64 PUMP STATION NOTES: 1. ALL UTILITY WORK SHALL BE DONE IN ACCORDANCE WITH FREDERICK COUNTY SANITATION AUTHORITY (FCSA) AND VIRGINIA 3 DEPARTMENT OF TRANSPORTATION (VDOT) STANDARDS AND SPECIFICATIONS. 2. COORDINATE ALL UTILITY WORK WITH FCSA. PROVIDE AMPLE LEAD TIME SO THAT FCSA CAN ARRANGE TO HAVE AN INSPECTOR ON SITE TO OBSERVE WORK IF THEM SO DESIRED. 3. SEE SH C13 FOR UTILITY DETAILS. �4. BACKFLOW PREVENTER WITH DECTOR CHECK METER AND REMOTE READOUT ON FIRE PROTECTION LINE INDICATED ON SH P1 BY ADDENDUM NO. 3 z5. DOMESTIC WATER METER WITH REMOTE READOUT � IS INDICATED ON SH P1. TN-_. ROBERT B. OLIVER No. 03543 CFI LT : {,7y F4 , f + i Z C!! Z 4p7 z p O off' if a W v ai l iW � Q 16Iy �. O z o = �.i o c � o I� >41D UyL•1 w bit O �s a ZI r Ir r ry Q Q 00 z I Lj � W z U W n ::D W ►-- M Q 0 ~ V) >= W h- z ry 0 v Of W CD w r 0 r. 0 o, mi CL y v > 0 C� A J d m Exact dept4an tion of Eta. � ex. undergroumain to�y�6be veritractor96e field. , ` f e ` \ ... l _4z( 0�( \ \ NEW 8" WATERLINE + - - �\ 670 I--Areo rD \ 396 Sq Ft. \ \ \ Sto. 2 0 L=98' Sta, 6 \ \ `'q. i \ ` ly 300 rs of tee. U. i 3 i MATCHLINE SEE SHEETS C2, C3 AND C4 WATERLINE EXTENSION SCALE: 1" = 40' UTILITY EASEMENT CON 1 1 234.- 6 ATC-N�,� _ E SHEETS C2 C3 .AND C `NEWT O" WA MAI� C- -' 16" CASING -(A�s (APPROX \ E NttE I L 6 - - . -EXIST PA D i0P'HEADWA? 1-i 91_ _ - .... — _ —LINED — H- �� — — — INV �=11.2� -= — T_ CORE DRILL EXIST MANHOLE FOR FORCE MAIN CONNECTION. DO NOT BREAK NEW HOLE INTO SIDE OF STRUCTURE. CUL—DE—SAC a c© +� SHENANDOAH HILLS SUBDIVISION —7 ROUTE 7 IMPROVEMENTS AND SAN. SEWER FORCE MAIN SCALE: , = eo' IN V 61S,55 3 VDOT STD, IES- 1 SEE 'NOTE 8 MAINTAIN 10' SHOULDER AROUND 75' RADIUS, TAPER T0_ 8,00! (6.00' SHOULDER NOT SHOWN 2.00'_1T112000'* 1 12.00' 1 12.00_' 1, _ 5.00' �10.00' 12.00'* 12.00' 12.00' i Iz 't-6 0{ I I I I I I I I J J W Z m w m i ice' I i z f I I�'I wl 1 i z I I p < X U L►1 tY _j z z . 0a I k�I III �- °' a LLJ 3 � LA � c,l cznl wl � 1 � � �1 3 3 3 N Ln z r z w w w z z z w w w /.� \ NEW SHOULDER, SLOPE { 1 I { ( I t � � AWAY FROM PAVEMENT ��-- NEW hHOULDER, SLOPE AWAY FROM APPROX. 3.2% PA 1=NT APPROX. 27.- 1 1 I I } EXIS' PAVEMENT, SUPERELEVATED I I I ! EXIS1f PAVEMENT, SUPERELEVATED IN C RVE APPROX 5% IN C RVE APPROX 3.8% 2:1 CLOSURE /` 1:1 CLOSURi4i �,� SLOPE _ _ it I I _I i 112SCROSS GRADE TURN LANE \tCROSSIGRADE TURN LANE { { I I TO MACH EXIT SUPERELEVATION I I ( ( TO MACH EXIT SUPERELEVATION 11 I I I { 1{ I I ( I # DIMENSION VARIES WHEN IN TAPER * DIMENSION VARIES WHEN IN TAPER LEFT TURN LANE - ROUTE 7 EBL RIGHT TURN LANE - ROUTE 7 WBL 0 TYPICAL SECTIONS -TURNING LANES ON RTE. 7 scn.e: ° — ' Hoarz. �.. - io' veer. IV of ArrKVVtu D T YUU I tMANt-Lrc _�� '� rI PRIOR TO FINISH GRADING. N, I NEW �HIGF N�l NEW PAVED AREA, WIDEN CROSSOVER BY 20' 7EDGUARDRAIL 4 A�672 €XIST2�RELOCA,z EXIST GUARDRAIL r% Q TO BE RELOCATED EXIST/---- 670 _. /31\ ENLARGED PLAN - RTE.7 CROSSOVER SCALE: , = xo' NOTES: 1. INSTALL CASING PIPE FOR WATER & SEWER IN ACCORDANCE WITH FSCA DETAIL W&S-3. 2. TAP OF EXISTING WATER MAIN TO BE PERFORMED BY FSCA TO INCLUDE TAPPING SADDLE & VALVE. 1 CONTRACTOR SHALL MAKE APPLICATION AND PAY FOR TAP. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF WATER MAIN BEYOND VALVE. VALVE NOT SHOWN FOR CLARITY. 3. ALL WORK ON NEW FORCE MAIN AND WATER MAIN SHALL BE COORDINATED WITH FSCA AND PERFORMED IN ACCORDANCE WITH FSCA STANDARDS AND DETAILS. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REROUTING ASH HOLLOW RUN AS REQUIRED TO INSTALL FORCE MAIN ACROSS THE EXISTING CREEK. REROUTING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS INCLUDING REGULATIONS REGARDING THE TREATMENT OF WETLANDS. 5. EXIST CULVERT BENEATH CROSS -OVER ON ROUTE 7 SHALL 3 BE PUMPED FULL OF CONCRETE AND LEFT IN PLACE, A PORTION OF THE CULVERT (UP TO THE EDGE OF PAVEMENT) MAY NEED TO BE REMOVED SO IT WILL NOT INFERFERE WITH DITCH GRADING OR MAINTENANCE OF THE SHOULDERS. 6. SEE CROSS SECTIONS OF ROUTE 7 IMPROVEMENTS SH C11. 7, WIDEN EXISTING CROSS -OVER ON ROUTE 7 BY 20' AS INDICATED BY HATCHED AREA. PROVIDE 8' SHOULDER GRADED AS INDICATED BY CONTOURS AND RELOCATE 3 EXISTING GUARDRAIL TO 6' FROM NEW EDGE OF PAVEMENT. 8. ALL ASPHALT PAVEMENT ON THE ROUTE 7 RIGHT-OF-WAY FOR TURNING LANES AND CROSSOVER SHALL BE IN ACCORDANCE NTH ASPHALT PAVEMENT TYPE 1, SHEET C12. Cn a' �i , J a+. r-, Ci N as z V` Z. G z � Q � Z O a f I E R z d cr _ AW �c :> t3a � C^ q �v ar G N C� a A � Nr v� Q 00 Z I LLl L _j 0 -I Z LLJ zLLJ - j(::D / n a LLJ M Q C) w C) cr UJ LAJ I��ww�....w..,w.w� �j v C tf all EXIST r �,l_T H Ci n ROBERT B. OLIVER No. 03543 0c cn z Q n cn Li LLi 0 ry LLJ C LL 0 C7 _ ,\, I INV 645.50NN w T X7 IN SF wo SF \ \ \ \ \ ♦ \ AreLJ78' i1�_ - \ fl►, G�, v \ 36 CMp\ CULVERT, 80 LF \ o� lf�V 657.09 r- REMONG .` k \ y-RT �;� '�- 0 ---�' '�- / ,/� ` INV 643.40 SF - -- , ' 6 SF Is, 24" CMP CULVERT, �._ i \ \ Area C ��S % , O 4A IN \ y INV 650.00 ' MATC-HUNE SEE SHEETS C21 C3 AND C4 _ _ ��qrF _ - \ N\ IPo Y. j V w �♦ CURVE TABLE NUMBER DELTA CHORD BRG RADIUS LENGTH TANGENT CHD LENGTH C1 89'14'51" N 00'46'36" E 78.00' 121.50' 76.98' 109.58' C2 66'43'08" S 45'44'43" E 259.99' 302.75' 171.17' 285.94' C3 58'32'20" TS 16'53'01" W 369.99' 378.02' 207.37' 361.79' C4 97'45'56" N 30*13'19" W 260.00' 443.64' 297.86' 391.75' C5 C6 68'32'48" S 15*06'58" E S 23'59'41" E S 88'53'28" W 230.00, 275.16' 156.74' 259.05' 91*47'10" 155.00' 40.00' 248.31' 159.91' 222.59' C7 83'26'19 58.25' 102.18' 35.66' 53.24' 101.54' C8 2218'13 N 58'19'26" E 262.50' 51.75' C9 23'19'22" S 57'48'51" W 197.50' 80.39' 40.76' 79.84' C10 57'22'08" S 73*17'03" E 100.00' 100.13' 54.71' 96.00' C11 7737'52" N 39*12'57" E 100.00' 135.49' 80.45' 125.36' C12 19'13'43" N 0912'50" W 100.00' 33.56' 16.94' 33.40' \ _ N. ♦ O N. 0 , I 1 FUTURE 1� BUS MAINTENANCE - li `` 66 ♦w` INN", I / 60 `, \ FACILITY I, 6 7r \ , l 670 6360 - 70 NOTES THIS SHEET, \ ', 1. CONTOURS AND DIMENSIONS THIS SHEET INDICATEAf APPROXIMATE GRADING FOR CONSTRUCTION ACCESS ROAD. o3 {� __ T MODIFY GRADING OR INCREASE ROAD WIDTH 0 CONTRACTOR MAY MOU G D - AS NECESSARY TO PROVIDE ADEQUATE ACCESS TO THE SITE / �O FOR CONSTRUCTION EQUIPMENT. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING DRAINAGE PATTERNS INDICATED BY CONTOURS IF MODIFICATIONS BASED ON No. 1 ABOVE ARE MADE. 3. WHERE ROAD CROSSES DELINEATED WETLAND AREAS, IMPACT ON WETLANDS SHALL BE MINIMIZED. ROAD MODIFICATIONS WHICH WOULD INCREASE THE EXTENT OF WELAND IMPACT WILL NOT BE ALLOWED._ 4. CONSTRUCTION ROAD STABILIZATION SHALL CONSIST OF A LAYER OF FILTER FABRIC COVERED WITH 8" OF VDOT #1-- COARSE AGGREGATE. TOP OF AGGREGATE COURSE SHALL BE - i 647 'q% Ft. FLUSH WITH ADJACENT GRADE. . SEE SHEET C3 FOR EROSION CONTROL REQUIREMENTS. 6. UNLESS OTHERWISE NOTED, ALL NEW CULVERTS SHALL HAVE C.0 ENDWALLS AND HEADWALLS CONFORMING TO VDOT ST'D EW-1. '` _- 6, CONSTRUCTION ENTRANCE & ACCESS ROAD SCALE: 1" = 40' �l SF N. V w w V 52+,04 56 E , \c, , S18053'07"E \ lv' : 27.12' � , ' S40 25'04 "E ' 1 ` ,x 1 i r cr) NO REMOVE EMBANKMENT & �0) � � ,r BRUSH THIS AREA TO OBTAIN 350' SIGHT I S21'58'23"W DISTANCE V� !- 1 C�J 56.95, ' 1 � i � r t � 4 1 o 06 /Q area H 0 / 3, 201 Sq. Ft. - 649.12 li 6 92 1 -n r~ � z I I� w I ! Z z W m SI 8 A O •.•. 0 °Ow .m z tx m j ci _ Q g W Q z j o c� �o �•�-�j > m CrJ aca w w b a� cc. UO N a � cz I U {9 C o 00 z W , W --1 z W ry CL L LJ P- M Q C) W "- ry z O U cr- m o u') z o � � 0 rn a o' (L: m 01 m! a- ,$ C.)ice.. 0 z w LLB 0 I LLJ F- t 0 0 t995 WLLS, OltAR Al *M, INC. m1mm i=t.(h MP A 24 10,.48 am `' ROBERT B. OtIVER � o. 03543 ' C6 n V ACCESS ROAD PROFILE Designed: TDP Drawn: LDL ('peeked: RB0 Approved: PP Comm. No. 9501 Date 19 MAY 1995 REDBUD RUN ELEMENTARY STATE PROJECT N0. 34-28A FREDERICK COUNTY, VIRGINIA Mills, Oliver 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552--21,51 FAQ:: (703) 951--0219 F1RE MARSHAL, BLDG OFFICIAL AND VDOT COMtaIENTS I17AUG 95 No. Description Date Revisions r r .•.. t .. a.� ..4 .... -. ,, ,;. • j. .,' �..�. .:.'�•, of -4'• M r ^ ,., i. a :.Ci'. !../.. .� n., .. �u ,., ! ..,ti..' .. , e t •, ,} 1 `i' A .) P Iry: �s G FINISHED GRADE FINISHED GRADE -- FINISHED- GRADE �- FINISHED GRADE FINISHEDGRADE �- (L ELEV ELEV �,� ELEV ELEV ELEV 104L, let 06 50 630 .- 630 650 I 650650 6" 0 660 660 cQi m m e i EXIST GRADE __ . _ { 620 I 620 640 640 - - ,� y _ '� " 640 650 650 r� r I _ EXIST GRAD - -- c .p FINISHED GRADE j , EXIST GRADE r rII .a� +� EXIST GRADE 610 f - --- -� ` 610 630 - — 630 j 630 640 64000 EXIST GRADE a Ow �`` -- EXIST GRADE ELEV 600 620 I 620 I 620 630 I 630 �k. I I I Station 10+00.00 I j 610 610 FINISHED GRADE 610 620 j 620 j } FINISHED GRADE °�.{ �- FINISHED GRADE Epp r 600 600 610 FINISHED GRADE 610 EXIST GRADE � ELEV EXIST GRADE � ELEV jFINISHED GRADE I �ICQ ----- (= ELEV e.) g� Station 10+50.00 Station 11 +00.00 i d 670 ` 670 600 > a. EXIST GRADE ELEV 600 EXIST GRADE ELEV; Station 12+00.00 ,z Station 11 +50.00 FINISHED GRADE - - FINISHED GRADE --- FINISHED GRADE �-- FINISHED GRADE Q 660 { 660 670 �- ELEV 670 j CL ELEV 670 ELEV f GL ELEV TL - E N 10 he � �- > � EXIST GRADE �p 650 660 _ —` ' 660 j - 660 ! 660 —' - EXIST GRADE /I'' EXIST GRADE �-� �' EXIST GRADE w t -� EXIST GRADE � ! 640 650 1 650� 650 640 �� 650 I ' 630 { 630 640 / 640 640 640 { r 620 630 I 630 { 630 { { FINISHED GRADE { { FINISHED GRADE + """ 1 , FINISHED GRADE ` y 6) 0 I 610 620 620 L FINISHED GRADE 620 520 FIRAPE L FINISHED GRADE i U')� EXIST GRADE ELEV 600 810 510 610 610 o rn oc 00 - Station 12+50.00Zo o %N= to co cD cp 600 EXIST GRADE ELEV 600-EXIST GRADE CL ELEV SooEXISTGRADE ELEV 600 EXIST GRADE ELEV v k FINISHED GRADE- ELEV Station 13+00.00 Station 13+50.00 Station 14+00.00 Station 14+50.00 >-- `� z 0 670 5 I 67o Q s FINISHED GRADE FINISHED GRADE /- FINISHED GRADE �- FINISHED GRADE GL ELEV CL ELEV �E ELEV � CL ELEV Z VEa" � L.L'j 000 660 r 660 670 670 ! 670 670LJJ d EXIST GRADE --- \ i W Z 650 660 660 660 i 660 Z w 650 - 1 _ ; W, 3j EXIST GRADE —, EXIST GRADE r 1 64{? 640 650 650 650 EXIST GRAD E — 6SQ o to U wf ' EXIST GRADE mLLJ _Y ,r f 630 630 640 �� j 640 j 640 640 �- FINISHED GRADE I f - FINISHED GRADE FINISHED GRADE s q ti 620 i 620 630 FINISHED GRADE 630 % -FINISHED GRADE 630 ex ON p 610 620 ! 620 ` 620 III 620 0 Ln s 600 610 610 i 610 , s10 600- EXIST GRADE ELEV �{ 00 iI 00 Station 15+00.00 � I � i ' r t �� cp c0 I cD CD mis m 600 EXIST GRADE �_ ELEV 600 EXIST GRADE ELEV 600 "� EXIST GRADE CL ELEV 600 EXIST GRADE ELE`v' Station 15+50.00 Station 16+00.00 Station 16+50.00 Stati 7 a .� on 1 +00.00 .�, � 670 670 a c� FINISHED GRADE FINISHED GRADE / -- g FINISHED GRADE ELEV /`� ELEV ELEV i ELEVD GRADE 670 I 670 n � EXIST GRADE . 670 660 { ,lam t 660 660 66fl 660 650 + { fr , EXIST GRADE EXIST GRADE EXIST GRADE 640 650 I 6S0 650 / I ; FINISHED GRADE / ( U FINISHED GRADE Li %p ( 640 FINISHED GRADE 630 630 640 , FINISHED GRADE / (J) - i 620 630 ,� ; 630 630 620 { i 610 620 620 620 6) 0 I 60fl EXIST GRADE Z ELEV 600 610 I 610 610 61 Station 17+50.00 N { Ml 600 EXIST GRADE ELEV 600 - EXIST GRADE .CL ELEV 600 EXIST GRADE Z ELEV Station 18+00.00 Station 18+50.00 Station 19+00.00 `...Y of 995 M.P LS, OUVUq 6 WEE, NC 9509^w I=40.00 ME UP 26 '?:37 am i n1u) f;D r`''Z 00 O N U) m rn� 1T' 1 N O T1 f m C) + 0 0 0 + C.n 0 N + O 0 Cn 0 0 �-R Cn O -P 0 CD -P O V � 0 CP Cil 0 rn Cil 0 0 0 Lyi Coo 0 0 o© + (n 0 0 0 cO cyl 0 N 0 + O 0 N) C7 Cn O rv► 0 O Cn1 0 Iv N + 0 N N Cil O w + O 0 + O O O Cn 0 01 Cil O O O INIV nt its Al 4 A4 CD m 0) m Cn m CD Cn .._.a 0 0 O 0 0 0 O 0 ICI F W P 1 1 MP g T A T I ON1 TOP=659.7 �J Cn Cn co rn 0) 0) 0) Cn 0) N w 0 0 0 0 0 0 0 0 0 0 a o INV.out=648.83 INV.in=651.97 INV.in=648.93 (10") a \ On r m 1 x co , C/) :U \ CIO D ` 0 m \ INV.out=-653.83 INV.in=653.93 i 00 � C� 4 CT C33 cyl 0 0 O O 0 0 0 0 A2NEW MH- 1 (DROP) TOP=656.8 G� m I NEW -MH_l TOP=660.63 Q) pr Cn --j O 0 Cn r - rl O O o 2 <QTJ O N Iz -0 1� 10 i-T1 1� IM U) C-) W D O C0 _ �� =m Q z O 9 1 ' 1 + 0 Co + CJ+ 0 0 0 Cn N 0 0 t + O V CA 0 0 + 00 + 0I 0 cyl 0 0 _n CIS 0 rn 0 0 rn 0I 0 0 0 O 0 O 0 cn 0 0 N 0 a N Cn 0 w O 0 0) CT) 0) m m m 0) O N O CA O -0-1CY) O 0 O J O POND INV.out=647,57 NEW VDOT ES-1 rn ' 71 CD os + N + o INV.out=647.7 NEW VDOT MH-1 INV.in=647.8 (FROM 3) TOP=656.25 INV.in=649.66 (FROM BLDG) z m ti OD m CD O� o N -P Cn 648.80 INV.in=648.90 'FROM 4) OD INV.in=655.24 FROM BLDG) �Lpp w INV.out=649.53 INV.in=649.63 NEW 8" WATERLINE cn N ® �. a o _ -u 00 C7 INV.out=650.39 INV.in=650.49 (FROM 6) INV.in=652.0 (FROM 7) m x m NEW VDOT MH-1 TOP=65$.74 NEW VDOT DI-7 � TOP=657.87 NEW VDOT DI-7 TOP=657.40 NEW VDOT DI-7 TOP=655.55 C� Cn Cn O) CY) 0) Cn 0 0 0 0 0 0 0 0) a) rn rn rn (n Cn J O O O O O O O INV.out=650.39 - -- _ ---- - — -- - - -- -- - - ---- -; -- - NEW VDOT DI-7 INV.in=652.0 (FROM 7) - - _ - , -- TOP=657.40 c INV.in=650.49 (FROM 6) r— c� 71 00 N1 00 GO INV.out=654.98 _-. NEW VDOT MH-1 INV.in=655.08 r r TOP=659.72 r-r-, N x CJ7 --i r Ti D 00 � + z m o� D o INV.out=657.33 r r NEW VDOT _ . - DO MH 1 { I TOP=661.28 I C3) Qi CY) CY) C) C F) . O o o o o a o SANITARY SEWER PROFILES AND STORM DRAIN PROFILES k caii#Iit. tvo. 9501 Date 19 MAY 95 REDBUD RUN ELEMENTARY STATE PROJECT N0. 34-28A FREDERICK COUNTY, VIRGINIA mills,Oliver & W 200 C'ot:tntry Nub Drive. Plaza One. Buildino F. RIAr,Irchijrar VA 'PA(IRIA FIRE MARSHAL, BLDG OFFICIAL AND VDOT COMMENTS 17 AUG 95 FCSA, VDH,. FRED CO BLDG OFFICAL, FRED. CO. ENGINEER COMMENTS 12 JUL"t 95 FCSA COMMENTS / FERDRICK CO. PLANNING 21 JUN 95 No. Description Date Revisions r F. r .., i � �... .'.u.. ,, 'r.. .:..� .. ! Y � ,.. � , ,... .. .,i rv.: to .. ✓. . ,..:' . .,. :. ... M.., r.'m.. -,.. -r -, �.... � . ..... Y, ... .�..,� -�, .a.. � .., � � c .S$ . � a w. � '� >, -, , � , �-- as 1✓ Y � � �'�� ..x�a' .. EL� k'�'e;,. I 670 660 650 640 630 620 610 600 590 0 -i POINT ON FORCE MAIN (2) 45' BENDS 2) 45- BENDS 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 SANITARY SEWER FORCE MAIN PROFILE SCALE: 1" = 10' VERT t" = 40' HORIZ WET WELL DIAMETER DiM A DIM B DIM C DIM D DIM E DIM F MANWAY G DIM H DiM J 1/2" AUXILIARY CONDUIT 1 1/2" SERVICE CONDUIT 4" PLUG VALVE -� ENTRANCE LOCATION ENTRANCE LOCATION 4" WAFER - FRONT OF STATION--, , CHECK VALVE n 4'-0' "» 4 1'-3 13/16 r 2'-9- 5 -6 " 2'-3 7/8 " 2 -8 3/8 " r " r " 1 -2 x 2 -0 2'-4 " n 3'-6 r " 5 -0 r 8' 8 •' 1 -7 13/16 r n 2 -10 ! " 5 -8 "q" 2'- 9 3/8 3'_1 7/8 n 2'-0 1/2 x 2'- 4 a n 2 -10 r " 3 -11 1/2 6'-T 2• 1'-1 1.3/16" 1 Y-4" 1 6'-8" 1 2'-3 3/8" 2'-7 7/8" 2'-0 1/2" x 2'-4" 3'-4" 3'-5 1/2" SUCTION DiM K PIPE SIZE " 1 1/4• 6" 2 3" VENTILATING BLOWER (2) PUMP ASSEMBLIES 500 WATT HEATER CONTROL PANEL 1 \ 11 J i j� F PADLOCK HASP E ALTERNATE DISCHARGE 11 tt j- VENT LOCATION (3 POSITIONS) r PUMP PUMP 1 i I 1 - FIBERGLASS HOOD -1 t N0.2 N0.1 ►l WET WELL j AND SUPPORT 0 0 0 0 � ELEV. 618.64 C • a z z T 58cL -I /' in TO HERE I I o •. ( I ELEV. 615.00_ _ I � 10 DIA INLET PiPE SEE NOTE 1 I ° (NOT BY S8d-) INVERT ELEV. 613.67 6" DIA DISCHARGE PIPING (NOT BY SM-) (SEE NOTE 2) °• / (I 21 I ' 4" OR 6" DI A SUCTION PIPES (NOT BY S&L) I .55' TYP d I l WET WELL ELEV. 603.92 SECTIONAL ELEVATION t t tk -- 2.04' H / 1 I SOLENOID VALVE -SHUT OFF VALVE `. 10" GRAVITY + ` `-- - T - r INV IN 613-67 C"VACUUM PUMP AND -r- FLOAT CHECK VALVE �-- 4'-0", 5-00, OR 6'-0" SERVICE AND AUXILIARY I WET WELL I.D. " 1 1/4" (4" SUCTION PIPES) ° 10 CONDUIT CONNECTION POINTS C 2 3/8*(6" SUCTION PIPES) REF S&L TO HERE J <f �• G �r MANWAY SiZE T cotco r NTH ALUMINUM i \ o ° PLAN J1EW SLIDING COVER ' I \ (SHOWN LESS HOOD) 4 a • I - I • • 4" CAST COUPLING 6'-0" DIA CAST IRON PiPE FITTING I I • (BY S&L) VDOT STD MANHOL I B S CTIONS - a e ___- S&L WET WELL LEVEL / CONTROL DISPLACEMENT SWITCHES 0" MAX. A BEGIN 8'-0' ' DIA ELEV 611.00 ' ELEV. 609.42 • HIGH WATER ALARM OPTION) j • 60� MIN ° ELEV. 608.42 i Q I N i 4 , 6" MIN ELEV. 607.92 ° L.L. ON NOTES: I � I I 1 1. IF END OF DISCHARGE LINE IS BELOW ELEVATION OF DISCHARGE 8'-0" DIA (SEE NOTE 4) LINE AT POINT OF LEAVING WET WELL, CONSULT FACTORY. I I4 2. IF DISCHARGE LINE IS LESS THAN 200 FEET IN LENGTH, I i ELEV. 605.42 A CHECK VALVE MAY BE REQUIRED - CONSULT FACTORY. i PUMPS OFF •- 0.50 MIN 3. PROVIDE 60' SLOPE IN WET WELL, AS REQUIRED. t ! ELEV. 604.42 4. VOLUME iN GALLONS BETWEEN L.L. ON AND L.L. OFF SHOULD �D.25' MIN - WET WELL - EQUAL PUMPING RATE IN GPM. 4 TYPICAL WET WE I (NOT BY Sad-) - 5. PUMP MOTORS - 20 HP MAXIMUM. 6. MAXIMUM CAPACITY - 400 GPM_ CROSS SECTION 7. COPYRIGHT (c) 1991, SMITH & LOVELESS INC. NOT TO SCALE 87C315 I F---- j DRAWN BY: iATF ALLOWABLE FOR +---- G ALEX :10/01 /91 TOLERANCES - ---- ---- ----------- j / WELL MOUNTED PUMP STATION MODEL S 4" PIPING 4 B 2 B/ 4 B 2 D j 4 C 2 B/ 4 C 2 D PUMPS CHECKED BY: RD -DWE: 3/92 FRACTIONS _-__WET - -?► - , `--- -�-_- B iN93-64112/93 ALEX �- APPROVED BY: t-DATE DECIMALS eF0 SBM - SCAIE: NTS i 7/92 }--SIZEi COUE: ANGLE -E 93 3 f /93 "r f't RD s u!M Ep, i W, -� NAM9 \A\S_ALES"\87C315 sca�E 1 -24.0_00 LET ECN NC DATE o ORIGINAL N92-46 cG Smith do Loveless, Inc. 1991 _i SERIAL 87C315 REv B i ISSUE NO NO TH£ DESIGN AND DETAIL OF THIS DRAWING G THE PROPERTY OF SMITIH & LOVELESS, INC .AND S No' Smith & TG BE USED EXCEPT !N CONNECTION *r H OUR WORK. DESIGN AND INVENTION RIGHTS ARE RESERVED. DIMENSIONS ARE !N INCHES UNLESS OTHERWISE NOTED. LOvelesS,inc. 670 660 650 640 630 620 610 600 590 NOTES TO PUMP STATION 1. PUMP STATION SHALL BE SMITH AND LOVELESS WET WELL MOUNTED PUMP UFT STATION, WITH 2 MODEL 4B28 5BHP NON -CLOG PUMPS, 1170 RPM, S41_22 IMPELLER, MAXIMUM SOLID 3" SPHERE WET WELL DIAMETER SHALL BE 8'-0", 2 (SEE STATION SECTION). SUCTION PIPE SIZE SHALL BE 4". FRONT OF PUMP STATION TO FACE VIRGINIA ROUTE 7. 2. PUMP IMPELLERS SHALL BE FACTORY TRIMMED AS REQUIRED TO PROVIDE COMPLETE SYSTEM OPERATING IN ACCORDANCE WITH PUMP STATION DESIGN LISTED ON THIS SHEET. 3. IF NECESSARY, REMOVE EXISTING CULVERT BENEATH EXISTING DRIVE INTO SITE FOR PUMP STATION AND FORCE MAIN INSTALLATION. PROTECT CULVERT FOR REINSTALLATION AT EXISTING INVERT ELEVATIONS AND SLOPE. 4. NEW AGGREGATE PAVING SHALL CONSIST OF 6" COMPACTED VDOT NO. 21-B. GRADE AS INDICATED BY FLOW ARROWS TO DRAIN AWAY FROM PUMP STATION. 5. PUMP OUTLET iS 4" DIAMETER. PROVIDE 4"x6" REDUCER OUTSIDE STATION. 6. FCSA TO OWN AND OPERATE GRAVITY MAIN, PUMP STATION AND ASSOCIATED DISCHARGE FORCE MAIN. 7. PROVIDE NEW VDOT STD PE-1 ENTRANCE INTO PUMP STATION. ENTRANCE TO CONSIST OF 8" VDOT #21-8 AGGREGATE AND 2" SM-2A SURFACE COURSE. PAVEMENT SECTION SHALL EXTEND FROM EXISTING EDGE OF PAVEMENT ON ROUTE 7 TO NEW GATES AT PUMP STATION. PAVING INSIDE FENCED AREA OF PUMP 3 STATION SHALL BE AGGREGATE PAVING AS INDICATED IN NOTE 4 ABOVE. ELECTRICAL NOTES: (SEE ADDENDUM NO. 4) 1. REFER TO SH E1 FOR LOCATION OF UTILITY POLE. PROVIDE 3 - #4 CU THHW, THWN, OR XHHW CONDUCTORS, 2" SCH 40 PVC CONDUIT, FROM POLE TO PUMP STATION. 2. PROVIDE LIGHT POLE WITH PUMP STATION DISCONNECT SWITCH. SEE ELEVATION THIS SHEET. circuit breaker panel to load side of -s motor -"-- -- i-- _-}-, -----' F_L1\ b �� I main disconnect i transfer I { switch J II 1 tight overcurrent I I i -- 1 t Ov protection I I ( _ _ (- - receptacle t_ (inside enclosure) -1 - - i auto-dialor ground I I per N.E.C. code I - - - - telephone line ELECTRICAL PANEL ENCLOSURE alarm wiring (in separate conduit) t0 _ generator receptaclecontro - I �/ I 110 v alarmi panel) water I alarm I right and horn contacts I (with manual `- - - - - - - - - , on/off switch) PUMP STATION QVERALL WIRING high water (wet well) pump #1 failure -- - �� pump #2 failure 3 phase power mondry itor normally open oontects ' 120V telephone high water (wet well) 120v input line sensor for local light and horn TELEMETERING L RM SEWER PUMP STATION TYPICAL WIRING DIAGRAMS Figure 20 Single fixture 100 watt hps mounted on extention arm 2' above and V in front of enclosure. 0 ' l o= 7 ` Ir- 7- +j `30.00 NEW 7' HIGH I+ t CHAIN LINK FENCE rl 6x4 I NEW PUMP STATION REDUCER / o TOP WET WELL=618.64 I EMOViyf EX! , , � � '� a ES RE F C i 87.27' 2 INV 613.5 (2) 6' LONG G4 ES .00WITH PADLOCK, HASP- & PLUNGER BAR _ - -- - - - -- - -- _ SEE NOTE 7 V 613.03 6�3 EXIST 36" CMP - ST~G-C(EN C ITS 1� U IELD VERIFY' EXISTING ROAD SHOULDER n = L� 16 CASING o WESTBOUND LANE _ $ - _ VIRGINIA ROUTE 7 FOR FORCE MAIN DETAILS, SEE OFFSITE IMPROVEMENTS PLAN, SH C5-12" CASING - -- weatherproof light Ai 0 weatherproof • 00 vibratone horn Notes enclosure mounted on post t; 1. Enclosure constructlon: .T. a) to meet NEMA 3R standards b) 4'-0' (W x 4'-0' (H) x 1%0' (D) i I c) 12 gage galvanized steel + { d) double doors with: { j 1) heavy duty hinges i I 21 heavy duty 3 point latching mechanl sro I l 3) heavy duty hasp (for padlock) { I e) drip shield I I 4' f) back panel (of 12 guage steel) to electric { } provide a minimum of 5/8' clearance meter { I 0 2. The following Items are to be socket I mounted in enclosure: I 10, a) double throw transfer switch , { I b) circuit breaker panel . C) 110 v Outlet telephone 1 d) ADAS DlaLog autodiafer interface e) phone jack generator 3, Controls to be in their own enclosures and hookup mounted Inside panel enclosure. 3' 4. Inside 110 v outlet to be on separate circuit 5. Overhead light to be on separate circuft and have or/off switch inside enclosure. underground power 6. Alarm light and horn to have manual on/off switch Inside control enclosure. 7. Generator hookup shall be Russellstoll ` �` •�` �` .\" catalog no. 7334-72 8, Alarm light and hom shall be Federal Concrete ' to pump ���• �.*y y%< �% • %; Electric model 350w (weatherproof ♦ ,�� station '�� '' vibratone horn with light in weatherproof ''. '• �'' ':� enclosure), 18" dia. hole 6'x 6" pressure .'; �,'- �• y, treated posts 4' SEWER PUMP STATION CONTROL ENCLOSURE ..... .. Figure t9„ALL -- 3 ~--� 2500 P61--- -� Ccnorttt Cruri`!ti Stony 5 4 3 2 10 0 PUMP STATION PLAN 1 n_2of_On SECT40N A -•A , Concrete Anchor Detail A 1 J PLAN • • • OR 11=0 M + T • 3z- OMEN 9 INIF �_ii_•w�"-�iYTii'wia.;'zf ;1_0051 11 1911 MIN RE MEN W•�R�.� It ll • rii' «"S! & fi�iiy�Yr�.i��lti�tys��n�����i>�ii»�s.'".�L�lIM p�i.LJ�J7. H 1Y i „�N%i!is�►. �Swt►�;, a�7 ieisiiwm2g a.iwii�a-:-� ate-^w,rp Ira-r3r�l5f..ra • ���! .�. �(�•a ^w�rsw»_ .•seius�.�.j. �!�¢�i 'i+ri� s.►. a� • y, • aI!��tsk�a�. I�' ' r733� ,maw • E � i-41 amm"tan Milo E NOW, • .. '..,r•.a�+�: ; • • . • • - 8 , ��n �1 • ' �i�t�f�i�2t;<�.';�i;.t'�:15:ilSfIIli>�! / lf+UU 600 800 U.S. GALLONS PER MINUTE Az PUMP STATION DESIGN DATA Daily Flow 19 625 P It i. Y G� L_I'-LJ'Z.I o L_/ �o ['.::::::Ero x ly m y, J Cn r O 1 -.an-0< -• iA 11 C y O m O ' C " C 3 3 �3 0 F. a6 a TOTAL DYNAMIC HEAD CALCULATIONS Average Flow To Station G D ' 41.0 GPM (8 Hr Day) 3.0• (min) GALV.n RODS OVER FITTING AND Project: Redbud Run Elementary School Peak Design Flow To Station 102.5 GPM EMBEDDED IN CONC. THRUST BLOCK AIE Comm Number 9501 D Peak Flow To Maintain 2.0 FPS 180.0 GPM FITTING SIZE 12•' & LESS 14" - 18" ROD SIZE NO. RODS 6 2 8 2 EMBEDMENT 301, 361, FITTING YOLUME OF THRUST BLOCK IN CU. YD. SIZE 900 450 22- 1 /2° 1 1- 1 /4° 6., 1.3 8'* 2.3 1.1 - - 10" 3.7 1.8 - _ 12" 5.5 2.8 1.2 - 14" 7.6 3.9 1.7 - 16" 9.9 5.1 2.3 0.9 181• - 6.3 3.2 1.4 1) THRUST BLOCKS FOR VERTICAL UP BENDS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 2) COVER F ITT INGS W ITH PL AST IC CLOTH TO KEEP CONCRETE FROM ADHER ING TO F ITT INGS. VERT I CAI- THRUST BLOCK DETAIL Force Main Dia. (in.): High Elevation: 6 ate. Hazen -Williams "C": 06/19/95 130 (PVC) Wet Well Vol Req'd (5 Min Discharge) Wet Well Diameter 120.0 Cu Ft 8 Ft 647 Low Elevation: 605.42 Re 'd Wet Well q Depth ' Pipe Length (ft). 507.97 Fittings Eq. Pipe (ft): 133.6 2.39 Ft (2.5 Provided) Flow (gpm) 10.00 Static Head (ft) 41.58 Flow Velocity (ft/sec) 0.11 Velocity Head (ft) 0.00 Friction Loss (ft/100 ft) 0.00 Pipe Length (ft) 507.97 Fittings Equiv. Pipe Length (ft) 133.60 Total Equiv. Pipe Length (ft) 641.57 Total Friction Loss (ft) 0.01 Total Dynamic Head (ft) 41.59j 20.00 41.58 0.23 0.00 0.01 5OT97 133.60. 641.57 0.03 41.62 + 30.00 41.58 0.34 0.00 0.01 507.97 1 133. 00 641.57 0.07 41.65 40.00 41.58 0.45 0.00 0.02 507.97 133.60 1 641.57 0.12 41.71 50.00 41.58 0.57 0.00 0.03 507.97 133.60 641.57 0.19 41.77 60.00 41.5 0.68 0.01 0.04 507.97 133.60 641.57 0.26 41.85 70.00 41.58 0.79 0.01 0.05 1 507.97 133-60 641.57 0.35 41.94 80.00 41.58 0.91 0.01 0.07 507.97 133.60 641.57 0.45 42.04 90.00 41.58 1 41.02 0.02 0.09 507.97 133.60 641.57 0.56 42.15 100.00 41.58 1.13 0.02 0.11 507.97 133.60 641.57 0.67 42.27 110.00 41.58 115 0.02 0.13 507.97 133.60 641.57 0.80 42.41 120.00 41.58 1.36 0.03 0.15 507.97 133.60 641.57 0.95 42.55 130.00 41.58 41.58 - 1.48 1.59 0.03 0.17 507.97 133,60 641.57 1.10 42.71 140.00 0.04 0.04 0.05 0.20 0.22 0.25 507.97 507.97 507.97 133.60 133.60 133. 00 641.57 641.57 641.57 1.26 1.43 1.61 42,88 + 43.05 43.24 150,00 160.00 41.58 41.58 1.70 1.82 170.00 41.58 1.93 0.06 0.28 507.97 133.60 641,57 1.80 43.44 180.00 41.58 2.04 0.06 0.31 507.97 133.60 641.57 2.00 43.65 190.00 41.58 2.16 0.07 0.34 507. 77 133.60 641.57 2.21 43.86 200.00 41.58 2.27 0.08 0.38 507.97 133.60 641.57 2.43 44.09 210.00 41.58 2.38 0.09 0.41 507.97 133.60 641.57 2.66 44.33 220.00 41.58 _ 2.50 0.10 0.45 507,97 133.60 641.57 2.90 44.58 230.00 41.58 2.61 0.11 0.49 5OT97 133. '0 1 41.57 3.15 44.84 240.00 41. 58 2.72 0,12 0.53 507.97 133.60 641. 57 3.41 45.10 250.00 41.58 2.84 0.12 0.57_ 507.97 133.60 641.57 3.67 45-38 , 260,00 41.58 2.95 0.14 0.62 507.97 133.60 641.57 3.95 45.67 270.00 41.58 3.06 0.15 0.66 507.97 133.60 641.57 4.24 45 96 274.00 41.58 3.11 0.15 0.68 507.97 133.60 641.57 4.35 46.08 280.00 41.58 3.18 0.16 0.71 507.97 133.60 641.57 4.53 46.27 290. 00 41.58 3.29 0.17 0.75 507.97 133.60 641.57 4.84 46.58 300.00 41.58 3.40 0.18 0.80 507.97 133.60 641.57 5.15 46.91 310.00 41.58 3.52 0.19 0.85 507.97 133.60 641.57 5.47 47.24 320.00 41.58 3.63 0.20 0.90 507.97 133. 00 441.57 5.80 47.59 33000 41.58 3.74 0.22 0.96 507.97 133.60 641.57 6.14 47.94 340 00 41.58 3.86 0.23 1.01 507.97 133.60 641.57 6.49 48.30 350.00 41.58 3.97 024 1.07 507.97 133.60 641.57 6.85 360.00 41.58 4.09 _ 0.26 1.12 507.97 133-60 641.57 7.21 _48.67 49.05 376.00 41.58 4.20 0.27 1.18 507.97 133.60 64157 7.59 49.44 380.00 41.58 4.31 0.29 1.24 507.97 133.60 641.57 7.97 4984 390.00 41.58 4.43 _ 0.30 1.30 507.97 133.60 641.57 8.37 50.25 400.00 41.58 4.54 -0.32 1.37 507_97 133.60 641_57 8.77 # Minimum discharge, current development (Only Elementary School Developed) S Minimum discharge, future development (Both schools, Maintenance Facility, etc.) DESIGN ELEMENTS: Lo Water Level 605.42 Force Main Discharge Elev. 615.00 Static Head 41.58 Size of Force Main 6 In Design Pumping Rate 180.0 GPM Length of Force Main 507.97 Ft Fitting Equiv. Length 133.60 Ft Total Equiv. Length of F. Main 641.57 Ft (Equiv. Length to discharge pt.) Friction Head Loss 0.31 F000 Ft Total Friction Head Loss 2.00 Ft Velocity Head 0.06 Ft Total Dynamic Head 43.65 Ft� PUMP CHOICE SMITH & LOVELESS: Model 4B2B RPM 1170 Motor 5 BHP GPM Actual 180.0 Actual TDH 43.65� '* STATION SCHEDULE (FT): Top of Station 618.64 Existing Grade 617.6 Influent Invert 613.67 Bottom of Wet Well 603.92 1st Pump On 607.92 Pump Off 605.42 2nd Pump On 608.42 Hi Water Alarm 609.42 ELECTRICAL DATA: Voltage Phase Wire Size (Copper) 48AWG Conduit Size 2 In Motor Size 5 HP Pump Size 15 AMPS Pump Circuit Breaker 20 AMPS Total AMPS 40 AMPS System Circuit Breaker ���LtH L n ROBERT B. 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N --- - _ - _._ --- - ---- _ ._. p vp _- �- CJ) O Q ti _ __-_ 1. � ---- .__. _ ._ ----- . - _ NEW SHOULDER A •ai- - - - _ _ .- --- ---- - ---6 --4 CL cor,c. r: 1 --- 83.5 �_ ru -- _- --- --- _--- ---_ - -- Top Bank w B L lam- 612. w, ,a T °. 7-3- - --- -- - - -- - - --. _ ------ -- -- - - - --E.P. .. - ----- 613.83 CL Ditch 114.92. cn". � ----------+---- -- - -._- --- - , - .-----t ----- W-SHOU�I� _ 6t=- CL Ditch `�ti - - T - - -- Q^ . - - 0--- - - E.P 6; -- - - --�--- - . _ _:------- _ _------- ----------- -- ----- - - - nk 6 344 - -_�.------------- •----r--------- - -Y----r----_-- ----------�-_ _� _, -Top Bank d' 614 P Bo 00 - _ ___ _ - ---- ---- ----E. P. ry 6776 W B L 74.0 NEW E.P. + ------�-------­---- _ --- To - - 8 // �` ------ - - L.P. D 6t 1.94 - - - _ _ _ --_ - .-- --------.-__-.- . . - --- _ -� __..---. - -- - .- . -- - -. --- --- F P C 0 6 ? 9. 2 D Qe WBL. W B L - - - - - -- - - - _ __ - - -- - -- - -- ; rE7 a • I 617.00 - _ _ ------ ---- E. P. 609.61 -- -- - -- ---- - - -- ----- -._--- -- -- - - -- - .-----. -- 619. 7 . i- -- - - - ------ ---------_---:-- _ - --- ---I---- - - - - - --------------- -- + ----- - - - - -- --- ---------- ----------; E3E7 rf� D w o Guardrail 4 �"' -- _. _ .. - --- - -- - -- - - - - - - - - - . -- - - - - - - m 613. 22 ` -- -- - - --- - - - - --• ---- - I y -- - -- - -- - - - _ - - - -_ _ - - - - - - . - - 619. 74 : E. P. --� - - - - r - s - - + _ 616.4 Top Bonk O -- -- ----- --- - - _ -- - - --._ _ - AAT Toe _ _ - cN�+, - --------- r E.P. (Top Bank) - 609..3 > cn•--- -----;---- ----- _..._ - ---�--------------------- Y - -- --- 615.E---: CL Ditch O T 4.2 E B L NEW E.P. ----' . _ ._ - - -- -------- - -- - --- -- 6 i i. ?2 -J c.r.._ _ -- _.._-.__- CL Ditch iVpp _.... -._ - - - - - -- - - - ---------- ----' L}!all uar . r ---- NJ -_. _ .-- - . _ ------ 614.24 E . P. 618.18 C� -- - - - . -- - -----_ E.P. + \ ' ----- --- .- - --- -------- I - . _ H 616. 04 rH7 s'i 617. 9 . - - --- op Bank - ' 624. i9 rE l rF� cn - ._.. - ------ - -- - ----- -- . . ---- _. - - E B L ' _ card a (0 ) 6r U T r --- ---- -- -- ---,� ,--�`J1­71'10 7 610 6 PI) '''----- -* --- - _.. ----- -- __ _.._ - ;op Bonk T -' - - - ---- - _ _.. _ _ .._. _. I Ditch 61�- .P. r, T , ��^. -- --- -'--- ----- --'-- --- -- -- -- ---------- ---- ---- - -- - " - - - --- --------_-.-T.._ 609.2 0) � (�'­---- - - - �--.1..._. _ - . - -- - ---- - - .. -. E --------- - -- - --- - -- -- --- _ 61i.9 -Top Slope cam,. 60.9.48 - E..P. - - 61D.2 GuarvrOri vNJ --- - ------ --- -._ . ----- - - -------Toe E B L �` 608.3 Toe - 604.6 CL Ditch � � O) � cou :__.-.------rt--... __.-�..-_----- ---- - __-_ -- ------ -----w ----------.--------- - - - --- -- - --- - -- -- --- - ------ _ 606 2 Toe --- - -- - - -- r - - ---- - - - -----+-----------------_ ------ - - - ' - -- - fop Bank 0 O N ti Na CN (W ` -_ -- -- =- 505.4 O Cn O (>n c - - 530.1 ,t, 606.06 � E.P. � ��_ 605.7 toe U----------- -- ---------------------- "'-�;­­.Slope C,ronye O O 01 N 0) 0) + u E B " w (A 610.8 ' Cn O O O Cn O Ae-- -- - - -Slope Cnange i� 642-3 �- 00t-- -- - --- - - _ ---- ------_.._._.. -- " - --. _ TOP ---.-. 619 1 Lo . 4 _ � ----------, Ground Ir d (m 0) N O (h p (1) Q Cn 0 Cm O U Q 0) O_) 0) (A O Cn Na ch O C(1r a"o 0 O Ca N) N CN CN r Q__.__ _ 646.6 --------- -- -------------- - _. -----Q- --- ----�-----_._ - - ------ 1v Bank P �� ___._-- -_- ___ ___-._-_ ___-_-.--._--*-----_------__-- --.-_---__ ____-_-___,-__ ____._+---644.06 CL Ditch Ca- , rv._------------'-_-------.-.- --------..------------- c s , =� _ :,. • 635.3 /� _. -------.------------'---r-------------- - - _- - : s-------------._,.---- - ____-, Top Slope r - -�_ `- _ _ A O .� O -A - N) 01 _O O) 0) N 0) w Cn ;' x . -------- ---------------- -- - - ----� n . _._..-- -- --�' - _ %.14 87.5 SHOULDER Cn SJ p o O Cn Q (n - ---_-� _ ___ _._ 61 CL Ditch ------------- ' ----:.__ - -'-- -- --- ---_ -- - -- -- - - -- - -- - - -- -- - - - r .. . -- NEW SH DER (h CO D _ --- - - - ------617.8 - Tap Bank __ _- - = -- 61.3.97 0' iiiG:25 00-------------- - - ------ - ---- --- ---------- -'- -- ----- _ --.- --' _ - - - -- - -- - -_ - -_._-. _- _--__- cn r-- - T1 Conc D' rn a -� - - - i TO r _ Op Bank - _ - __ ------+-- ---- ------ - _---------- ------Z -�- _ 618.59 F_ P. r -- ----_.--- ----- p Bank s --� - ---- ----- 612.8 - �' 615.61 ff�: Ditch 615 4 o - A------ - -- - �_ -.- -- - / -- - - -- 615.79 -- _ -- - ---- E.P. - ----- -- - - - -- . _ /! +U _ L __.- - - - -. -.- (n WBL D r A II r- Z , N---------- - -----'-- --- --------------- --- --- --- -; E.P. "�-.--------- 613. 42 rn --I _ ___ __ __ _ w B L W e L a �� - -- - -- --- ...__--_--+--_.--_._-_--.1-.---__. A - --- - _ _ _ .-_ _ -..- _,�-- -- -- - --- - -- - 6�-1 Tv (n Y % n ' ------ ---- -- - --- ---- _ - - 613. 95 r., _- ---; .. - ,- -- _ ►-- ---- - --._. __ --- 616.19 c r, 14.1 'a - - --- -- - - - - -_._ 611. 95 -- E.P. (n.._ _. t E.P. c. p ,_ .�► - - �` -r CL Ditch D - - --.---------I-,----- -- *- ----- - - - --- -- -- -- 1' 6 9 m 611 5 + \ n -.4 � ----- - - -- --. --- -----t----__ _. .__. _. 612.03 • - -- -.--- ----- --- - - . - --- ---- - . _ . - - -- - -- - ------------- --• Toe i J. LTA \ --i � _ ----- - -. CL Ditch y 9' E oU ,ED DRAIL Z- - - --- - -- ---- -- - - C,t U� : NEW E.P- 613 8 ti� --- -- ----- - - - - 618.5 t c) - - - --� - - - r----___-__ -------------------- --- -- k--- a;I . ..__------- --- ---- - -- --- --------- --- _ _.�G ror1 675 1 'lop Pea -'i ` 'u dr -- - -- - + . _.- P - ------ - --- rfl GJ - - ---- -- -­­-­­�'F.P.Guardrail - ____"' _ .- _-- Top Bank 0 1 E L r ! 6169 I B . c �,• E B 626.36. �--­---------- _ L nNye _--------___... _-- ---- - . -------'_--- - -- -- - -r ---- ------ CL Ditch t a - -- ------- --- ----- - _- P P a; ---.--.--_---- ----,- -- -- op Rank ' -- --- - _' :, ) -- - To Sloe �_ - t-------- - - - 7 616.4-- � -- - �- ---- -- - -----. __ - . _ -u. ----- ------ .- _ - - - ---- 608 46 P ; P -... - - --_-_ -- - --- - �- -- -- ._--_._.-.. - - --__.. -- IGuardroil(Toe) 7 n EPto /-----­­-.-------- -----...�- ____-.... - --- :_ . s : 609 4 09 _ ---------- __---_._- - ---t -- _.__.�_ __ __ E B L -- --- . --------�--------- ( r - ---- ---- � -- ----- --------:------ ; -- - - -- Top Bank -- --- ---- ---- -- --------- Guardroil(Toe) � --roe 604.65 609 0 _--.---- - 605. 4 --- - ---- v --_---------------------- E P. 0) m 0) O rn rn � O rn as 605.50 O ... _. N N w (�., D ! 609.5 (noO N) E B LN O U to O O cn O cn - ----1------------- -- - -- _ _ -_ ._60 7.1 ^ Top (A ` - ` -I_--_--� --r-- - -- ----- ------ - -- ---- _ _ ------ ---1 oe. Cr-.---------------- -- -- - _.----- -- - --- -- - roe + GN,. 605.72 O � ; -' --- -_-.._ r -.-- --- -- -- -- _ --- Toe C: � ,- �� `� 61� 3 __�_ _ __ - _ . ------__-_.-- - • �:_-- - -- - '--- Slope Chanqe 63 _ - - _ - _ - _ . -_.- - _- _------_�- 1' ( �I, O � T- 01 Z P3 T- �o _ w j �trp ,q \�� .0) t, o Z O C1 n� M ._ 5. I o P 0 `ti O r- V) 0 M :r � � w r I n 'PV m N>I � a GI r- U 0Z _ 1.. � o Q r, �� Z L J O W O 2 m I `- -fm- s 0 I . Z X T � 80 a O 0 O rn m rn O 0)K3 Na Cad (Old (A O Cn O � O W o(IV ----- 647.4 _ 0) ----- __ _ _ _--_ 644.42 ' Top Bank O Cn O n (�, �­ rt ----- - --- -------t------ CL Ditch - N (A W -- -- - - y_ -. - -- -- . .-_- _---_- -r--­---------r------ ------!-------- (.h n, _. -- - -- - - _ __646.1 Top Bonk m -- ---- Top Slope �. . "" --- --- ``- - . ---- - J- I I 90.0 _ NEW SHOULDER , - Nr - .- - - - - -- --- - - - ---- _ _ Ditch () cn _ ,Top Bonk . a, -------.. - --- 616.23 - -- -- - to WBL N a + :,, --- -----...---- -_--------- -. -..-- -- -,- ----,614.81- Cn_._ _ .__ ___ __ _____--__ L O - -- ---- _ -- - - - - -- -- --- -- -- -_--� -----------_612.5� . CL Ditch U; i - r W - _ - - - ---- - - - 619. 98 _ � rf% rF) - - - - - - --- -r ---- - -- - - ---- - - - ---- A- - - .- --. .- ---- . -- - ---4 -- - - -- ---+------- - -�--- 6 C 6 CL Di t c rr -- ' __- _ _ Top Rank ----- - 608.14 P. EBL : O O 0) Cn O (h O U O 0 o) 0) 01 is a) ;, O -.4 . 4 0) rn c- ti (A O CA Na U (+4 (4 t') (,� .-_._ _-. _,_ __ . _......_... C Ch T_._. _ _.. _. -- -7 -- _-- } fro Fop Bonk rn oa "_______ - _- -- -- -- -�. - - - -; -- ----r----------------------;------------- .-------- --t - -- - CL Ditch T A (,a._ _'--- ---------- ------.-� 645.4 Top Bonk -a - - ----- --- ----- �, - -- -- ;ap Slope ""' -------'� � r . 91.5 _-__. __. NEW SHOULDER (n :><) - 81.5 - -- - .---,.__ __. 614.8 _ __ -- .� _ __ ___ __._ __ _. _ _NEW -E--F-------------------- -- CL Ditch ___ _ 676.6 Top Bank _----V- - --- - --- ' a <<- L Ln WB O-a. °,.--------_ - ..-.-4..--------------�6 T- c" ' 614.9 i Lr- N� _-__._-----.-y-----__- i 612.9 -' CL Ditch \� C.d : t---..-----f---i--------; rHl rf-7 °j f ----- ✓ 678.2 r-- _ _ _ _ - _ _... -.._ _ - r . T---, --- _-____-_ _ , 60., 1 CL Ortcn (N CT : A __. ____ �, • To Bank --- -_ _ __� __..._ 60. 2 u, i ,- - - __.� _ _ ___ __ - ---- -- ca�__ _.____--__ ___.-,_-_-_.___ 'E.P. as:--.--__.-_ -r __-.-.-._.____ -_-t _.. . _ _ . �, E B L � 6D '. 77 (On t7) O Cn o U o v0) () 0) 0) p, Ph (A ha O m 609. 76 w.---..---- . 613.2 i r noI- - - ----------r---- -------------- ._--_---_--_._.-..---: roh Bank IN613.67 E.P. WBL , rJ ` ,------ - -- _ 612.14 F P. . - 4 `; ---- - -- -- - - ---- - -- - - -- _---.�1_2- --- To Bonk to _ 608.3 P - -- --� -- - -- ----------- -- Toe Slope _ _ 610.54 r.� + , --- - ---1.P----------77­--­- --- - --- - -- __ ------ - 612.8 guardrail ------------------..------------------4E' P O Z 0 / Z EBL m . z 608.36 --- -- ----- --- -- - - E. P. CO- _-- - -C-------- ---- ---. --- Guordroit(Toe) (N C/) • cc ,t � _ ___ _ _ _ _ _ _ 606.2 Toe w------- --- --'- - ---- - -+ -__ _..--------'-, -- - - - foe r 0 604.8 O / 603.8 ' n)c� - -------------------------.._------.--------------- . 7UP. ;3D `_ ­-`` 614 57 --------- -------_'�•e - -- ---- - ----- ..__._ _ Top Sian (3) m a) 0) On _NJO (h C O „a o � t" � �i (A r' O 4 612.58 V! M1V ------ ---- - - _ �_. - ---- -- •-.- .----.-,:- ----- ; - Ci Conc. Ditch - - �-----------------­--�­-­-s' -- To Honk -(11 614 4', p rn----- _ - _ - - -------- - --- ------ - - - - - _--- -- - 01 614 91 ;E.P. WY B L r I-.--.--------6.3.22 1 co F' riE - .. --- _ __ _ _ -.. --- - -- ----- -: - -----­­­ 610. 9' _: oe 5,0 :,�GUARDRAILNEW ANEW E. P s7.o1 �, ;��J -_ - - 1cn._ 67.5 Gco drai- -------- ----- -- ------ 0) E B L . + , O W - 615. /0 P. -- -- - - - ----- - - .. -- --- ----- -- F r O ti------- 61 `� 2 c� - c„' --- ---- -- --- --- - 608.5 ,- r- ---�-----s--------- --r----.------^--_ _- __- _ ----- • oe. OD 608.5 o--- ---- - - ---- - = ----- - --- -- ------------------ - ------ ---- . � A Foe , �� _-__ -----, . r„ : c:; _.. . --- -- - -_ ..e. lop cn t ,34 i (P O (n o (P o (Q, O Q 04 0) 0) 0) Q (Ln o cn o (�",) o 0 " - -- ----'--&-; - _ -------------- -- -- --- -- ----- --- -- - 614.2 JI. CL Conc. D tch N . _ .----- - _ _ ___.._ ,Top Honk - - ------------ 615.8 r . . - -- ---------- - -- -- , 4- - ----_ E1. ,L - - 616.15 WBL C;. _ . ----- - - ----- --- --- 614.46 . - ------------.-- ----- .__-._.. ='_ - - -- ­- - -'_.--- --- - -- --.- - ----- -- __..-- - _ - _ 612..3 --I of 5.0 , GUARDRAIL � OCA.TI�10 0 NEW E.Fl 615.20 _ ! ra) r(-) __-- ___ ._ ___ _.---__- -- 616.3 Guardrai . .. . ----_ - - --- - ---- --- A -- - --------- -r- 61 22i E.F' E B L : O ' 616.26 Cl1 T O c. - �.. - .-- -- -----_--� -- . - 615. 7 Guardrail ro 1. _ ( Pi --1 609.6 , - --- --- : Toe r -'r: E- - - 609.3 - ----<- ---------------- -----Joe -_.__ - - -- --, ----- _ - - -- - - -- =- I------ 632.0 - -----_--------- - ------ --- - --- - ------ Fop I P 0) (y) m m 0) m 0) LAO (h o ((b o (�ii 0 rn rn N °; w w 0) m 0) O) (On Q)O Cn O Cn 644 _Top Slope Cn O Cn O ----r__ <Z_ $9.5 NEW SHOULDER : �U~ T,S - - _._.__..__.-_--_---..-- -- +--- - 61.5.4.5 CL Ditch 0 O) O � Vi O) NEW- E.P-.---------v) o_, o, 0 o cry 60 - ---, Top Bank _ 0) (m t� 01 cn 616.9 Q Cn O U o U O) PI. CL Conc. Ditch 617 34 ' N t, ---- - ___.....__ -.._._.. - _ - -'- --- - -- ---------- -- ------ ---- E.P. - ------ ----- _-._ .-_____----- - -- - -- -- .__--- -- A - 613 i p Bank WBL _ A . - ------ -' + --- 6 8 cn To : i - --- ----Top LppBank �'? / rn ----- q ---- ---- - ------ - ' -- ---- -------I- --'- ------ - ----.--- -- 613. 81 Nam_ _ _ _ - - -- -- c., - - ._ __._�-_ _---..-_. - --- _-_�-- -- -- . - 615.83 -.1 E.F' �� f ---- - -- _.__.. - 35- Iop itch W B L 533. 56 J.. _ - _ . _ _y.. -- ---- - - - - ---.-_ .--- - c�o ­­-----­­­­4----­ - - - to _ 6.35. S P "N� _-_ -- - _ _ - - -_ - - -- - , Top Bonk ' �� 614.9 -0 Z m --._-_.-_- ._ _ - a e v,r _. _.. - 6,400 - --- ----- ---- -- -- - -- - - - - - ------------- F - - -- _- -- - -- -_ _ _ --_� N 7 61 �.23 -- -- CL Ditch O O _ _ d - - - C. '. i r (() D ~� () \�+ 0) k t!) O N `d 609.7 cn _--- ---- -- 2 O 612.08 vi - - - - - - -- - _- 1 . _ - -- oe _..---._ - - r- - - ------ _.. - _--- --- -- ;Ct Ditch 612 68 , ._ __..--_..-._..---.__._..-_- .---- --.... _ ° 623.51-----t_- - --- - - ---'---- - -- -_--- T - - - - _ _ - - - -- ---- ._-, -- -- _._. __ - _... i .-----_-_-___-�. __-._--_.___.-_-.i Tku r� op Bank __,j .. 6t3.8 r€ 1 . -- --- •-- -- _ - o r `D---- , ! O 674.05 N-, ___------ _ _ --- + -- -- - --.- ___ __ - - T-- Guardrail _. __. __. _____ ____ _._._------- -._ ----------- -- - ---.__ __ _� +�. _ - --- - -.__ ._ . - -- --- -- E.P. - -- - - -- - -- - -- --- - -- _ - - - - -- -- --' - ..- ca •+-_-------_-_. _- �.__._ ._..___.�..----- _ _,_ -._ _.r._._--.__._ _ --- 621 _- .rop SIoP Q r � V �" ` E. P. - ---- - - W B L N -}- 615. 37 m o EBL ---�- . ` Cn - -- :--- _.. _ __-,-----�-_-- - - - _-__�, White Line am• -_ __-_---1- _ _.-__-!----_..._----_----+--------------------- 605.06 � 6i2.59 �o -------- ------ -- -----•---------------+--- 613.04 r E.P. Ditch t- --+-- ------------- L a` 606.E - 7o Bonk D % ---- -- - - - -- - - - ----- ---- - ---- ----- - --- ---- 612.6 O of p L� 6G7.16 (� � Crossover G it T e 01 O Cn U © + _ . - - . ----- - -- -- -----r--- - 611- rE': " --------- --------------_.- - ---------' --- ____ __ - _ ----- - 606. E _ _• __ _-- - - _ _ __� T i 4 ae O cn i E B L _----- ---- - 0 � � 6 Qb. y - - - - - - -- - __ _- --- - - _ - -- - - ..__.. oe i _ ro1 '�-' - - - --- --'----- - --- - - 610.64 ! -- ----- `''--_ _` 627.0 m O) 0) m (O,) -- -- - --- ---- -- ----- ----- -- p -.a ------ ---- ---- -- --_--- -__- FO Cn O C 1 O Cn O Ch m rn o) m _ Ch O Cn N O a . .------- - t:. , -------- __ 611--' ._. CL Conc Ditch QnN. to ----- -_------- - - - _ , 613. 6 _ _ --- - --- ---- P:-----Tap Hank ' - ---. - - . /0 -- ----- - -- -- -• F P. 61392 WBL "'' 21.0 _ NEW --E, _ s12.37_P _E _.--__�__ w -_6080 - .-- - __ _. _.- 610.9 Top Bank ni J, cn- -----' -- -.. -- - _ _- ___ __- ;Toe 4 0 "a=�. - -NEW E-P - -- 608.9? reo re rn ._. _ __ _-- - _ _ _ ._ _ _.__ _ _-___.rT ---� Guardrail • -- --- - -- ---- - ------ __.. _ --- _ _. _ -- - P. 611 70 � � W , n EBL i (D + ; I __._ __ .- ----.- 608.12 0 _ __.__---_- _ .-_ -- Pavement O 1-1 -- ---. 611.06 Pavement11. o rn rn N N w (m (h o (11 O tp o Cn CROSS SECTIONS - ROUTE 7 IMPROVEMENTS - ___- - I Comm. No, 50 � - - �� Date 19 MAY 9' REDBUD RUN ELEMENTARY STATE PROJECT N0. 34-28A FREDERICK COUNTY, VIRGINIA �' :.. ., - Mills, Oliver & Webb, Inc. 200 Country Club Drive, Plaza One, Building E, Blacksburg, VA 24060 Tel: (703) 552-2151 FAX: (703) 951-0219 2 v* V r, r- (4 QC o o I Q . i Y CD z FINISHED GRADE- 4 - 2"R (SEE NOTE) 1,! pj�� '\. Z uj NEW 2" BITUMINOUS 6" MIN. O i C -uj SURFACE COURSE o 01 , VDOT SM-2A VDOT #1 > - ----- NEW PRIME COAT COARSE AGGREGATE Z d co \\\/� SURFACE _ Q // FILTER FABRIC Q Q BASE _ _ - _ "- --- - - ----- - � - - - ---- } _— - - . - 4o GRAVEL CONSTRUCTION ENTRANCE; {� a 9 MP SUBGRADE m ' CONCRETE M NEW 6 BASE STONE NOTE: STANDARD CURB SHAPE OF THE STATE IN WHICH VDOT NO. 21-B, COMPACTED C� THE PROJECT IS LOCATED MAY BE SUBSTITUTED. I = COMPACTED SUBGRADE CURD DETAIL W � NO SCALE z }'4 ASPHALT PAVEMENT TYPE 2 NO SCALE Q C� 1. SET POSTS AND EXCAVATE A 41 2. STAPLE WIRE FENCING TO o TRENCH UPSLOPE ALONG THE LINE THE POSTS. . C1 I OF POSTS. ? a DETAIL 1 DETAIL 2 boo w --- 2" VDOT TYPE SM-2A ASPHALT` TOP COURSE MATERIAL _— 5" VDOT TYPE BM-2 ASPHALT BASE MATERIAL b O ° 8" VDOT TYPE 21—B AGGREGATE 3 A A - - - - - — SUBBASE MATERIAL, EXTEND 1 ( EA SIDE PAST EDGE PAVEMENT, 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE Z � _ 1� z o �, _ THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. a; j�/j� j� j�/jam/jam/jam/f/.` COMPACTED SUBGRADE \ \\ \ \ \ \ \ \ \ \ \ t t o 2D y `,t { �l I li IF I i� I� y v ASPHALT PAVEMENT TYPE 1 - NO SCALE 3H EXTENSION OF FABRIC AND ,z= WIRE INTO THE TRENCH.00 \ ��', � FILTER FABRIC �� '� \ 1 i C. REINF. WITH\�i 4-000 psi CON 6x6 — W1.4xW1.4 WWF, OR RIP RAP FILTER CLOTH PEDDINC l FIBROUS REINFORCING ° - Y4" R SEE PLAN FOR WIDTH ___1 .o� , \ \ WIRE \ � //\\//\\/�\\// DROP INLET WITH GRATE COM P AC TED SOIL TO /,�/ PREVENT PIPING SLOPE TO DRAIN Ya" T :r SECTION A -A SECTION A -A RIP RAP FILTER CLOTH BEDDING STAKED STRAW BALE - d _ ` iJ ia� G Ca NOTES: 1. USE DETAIL 1 FOR -FLARED END SECTIONS, DETAIL 2 FOR ENDWALLS CONSTRUCTION OF A S LT FEN CE / // / AND FOR PLAIN PIPE ENDS. REFER TO VDOT STANDARD EC-1, TYPE A, /\\\\\\\\�j\\\//\\\�\\\\\�\\\\\�//\\�/��j \\/� s :r FOR FURTHER DETAILS. OUTLET PROTECTION TO CONFORMTO SHAPE a v }- 4' CRUSHED STONE- OF EXISTING OR NEW DITCH, SWAL_E, OR NATURAL GROUND. ° COMPACTED SUBGRADE 2 2. RIP RAP SHALL BE GROUTED AT OUTFACES FROM PONDS I AND 11 a a v a a\\/��I\\'\ 5 Yrk / /\// CONCRETE SIDEWALK STRAW BALES STAKED WITH V LLj co ` NO SCALE DROP INLET WITH GRATE d �OUTLET PROTECTION - STRAW TWO STAKES PER BALE W BALE DROP INLET SEDIMENT FILTER L.Lj z A. STL TROWEL FIN I — SEALED CONIC --�Li f 4 DROP INLET WITH GRATE STAKED STRAW BALE Z r I _K, 6"0 SCH 40 Q � Y. � BURLAP FABRIC-- �' ` STL PIPE W/ CONIC FILL (PAINT) — �. ' m g I } r W Li LLJ I I 81r0" a- EMBANKMENT BEYOND 4 { co TOP OF DAM EL = 650 DROP INLET WITH GRATE\ 5 F CROWN AT 1 X SLOPE SLOPE CONCRETE I 3 /� 1 �,/� ---BURIED BURLAP FABRIC. -- DAM CENTERLINE -- - - - - ,, TOP ---- �_ , . VDOT EC-3 ---�'' _ '_ -TOP OF SPtL.LWAY EL = 648.10 o —\ 1 CONTROLLED FILL —, /�\ \�// / EXOCADVATION GEOTEXTILE STABILIZATION r ,i„ ~--- EXISTING GRADE ,,. ,-- 17'-0» -�� s�> 3 �� BURLAP DROP INLET SEDIMENT FILTER CUTOFF TRENCH COMPRESSIBLE MIN DEPTH 2 —0 BELOW LOWEST NOTE: REFER TO VIRGiNIA EROSION AND SEDIMENT CONTROL JOINT FILLER „ /�i/�i/�i;�i��i�ii./,,��� POND ° rn 1:1 MAX, TYP 4 _b LEVEL OF ACCEPTABLE INSITU MATERIAL\/\ MIN �������� HANDBOOK FOR SPECIFIC APPLICATIONS AND FOR w. FURTHER DETAILS POND EMBANKMENT SCHEMATIC N Y PI WAY -� N DROP INLET SEDIMENT FILTER .._ --- ,. o 4/40 WELDED NO SCALE NO SCALE -- - N j a- -j' 01 C� KEY I n o m of I I U L a) a. P fAvP C P ri— o c .� Z) L. - KEY 16 GA CORRUGATED METAL TOP Q U d DEWATERING SYSTEM - �---- ANTI -VORTEX DEVICE CONC A o , _ ` i _ T , A -- ^ TOP STIFFENER NOT REQUIRED SEE DET THIS SH SEE DETAIL THIS SH - TOP RISER=TOP J PROVIDE ADEOU ATE s' ' �' _ _ _ _ lh° DIA PRESSURE RELIEF HOLES. _DEWATERING TUBE STRAPPING - -- POLYETHYLENE CAP 2 - - - - - - - - HOLES MAY BE OMITTED IF TOP IS =ELEV BOLLARD DETAIL \ ' � CORRUGATED AND ENDS OF CORRUGATIONS FACE OF 1 O" �' ARE LEFT FULLY OPEN WHEN TOP EMBANKMENT �J _ ' 4 ' IS ATTACHED. INV ORIFICE=ELEV B ASPHALT r ` - - * * - - - - % COATED MP , PERFORATED POLYETHYLENE WELDETO i SIDE oR BARS DERREL�W� C RISER A ._J TACK WELD--�__ DRAINAGE TUBING, 6" DIA POND CLEANOUT ELEV=ELEV C O PLAN ---- ----- -- ---- 'r) f = CORRUGATED —INV BARREL 12" CMP ASPHALT h METAL RISER—___, 18" 1059.50 COATED CMP BARREL 2 `� Z `-T 0 BO �n OF POND . . "FERN CO- STYLE" COUPLING TOP _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV D RISE - \ i R SLOPE 1 MIN TOP STIFFENER u -- DEWATERING ORIFICE, 6 DIAco - Q Z SCHEDULE 40 STEEL STUB SUPPORT BARS � EXTEND TO EXIST � O RISER ELEVATIONS I I ° GRADE, SEE PLA SPACER BAR SAME _ I W -F007 MINIMUM � � DIA AS SUPPORT BAR POND ELEV A ELEV B ELEV G ELEV D ° ` ° [� POND I 647.52 646.13 645.49 643.60 —� -- --- a 0 NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB CYLINDER - - --_ --- - =------------ --- --_ °x FOR DEWATERING ORIFACE WELD POND II s5o_1s 648.83 648.12 647.00 3,_0„ -3000 psi CONC _Lj f-- * * DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 _ r. AND AASHTD M294 SEDIMENYDETENTION POND RISER r 12" RISER DIA. NO SCALE Z _ =DEWATERING SYSTEM FOR SEDIMENT BASINS NOTES: w SEC110N A —A NO SCALE 1, INSTALL RISER AS INDICATED FOR USE IN TEMPORARY' SEDIMENT POND. UPON - A COMP LE11ON OF CONSTRUCTION AND STABILIZATION OF SITE, CONVERT RISER IN ��TH POND I FOR USE IN PERMANENT DETENTION POND BY: ANTI —VORTEX DEVICE FOR CORR. METAL STANDPIPE L 1. REMOVE DEWATERING SYSTEM AND PATCH HOLE IN RISER (� NO SCALE 2. CUT 3" DIA ORIFICE IN RISER W/ INV ELEV OF 643.60. � MARK POND CLEANOUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES v ROBERT B. OLIVER THIS LEVEL, THE POND SHALL BE DREDGED TO ITS ORIGINAL CONTOURS. NO` v 03543 V, C12 16 Y 'e1995 ,ems ou" Afas: >Nt. lliolm S=l.00 7DP AUG 24 M 56 am .• .--.- �_.__ .-•M• / - _... .--. _r+r..ti..1w...+n.v+w•.+iG,?,o..,:..+-... ,.n..wrn.,w-e_-+-•s--.._ ........ ..--_ i.� ,�` ~� FRAME AND[�••� ' GR �iNG NO PRJEC110N OP PIPE ABOVE O _INS: 11/16 ir ,rKr� . 41P Or Carefully Compacted 1~ GROUT-t r -- _ Compacted Select Select Backfill - _ _ _ _ . Carefully F+NISH GRADE O.D. Backfill 8. 8 { ; ,. x 0 D � _ - I i _ ,r, d . EAh, fN 4t1 c }i -BRICK OR __ �. .-. 2a •• • I !jN" � 5:+k �' STONE AGGREGATE _..__ ...-...� .�� �. -; 1 = � - MINT ti _ 1 � ...... 24 r "• t CONCRETE 3 MN+.rn' --�>> f MIN. t IIJ� taD+N,. r�I 8QA = \ I s ! 4' KOINNG - - / ,+' M4frl"At 'i.. !MAIVRIM O.D. a 5/U _ . MAI"tAi . f a CONCRETE �`�`�`� 2'-0" SQUARE: 8 i -�'4 \ , , i x , ,x" iM#Ett'.11cx� f � NMi NEn {-Ep r •,r„ Fl � ? A �. `, 1 ' To TFNF -!1P s>F' hF N. w►a �, _ .. _ - .. _ I aN AE ARiH+ , r 6 .. Z.� r 1 I1It f-- � t 'X' W40N rQ 81' MANITAINFli .• 6•• CONCRETE (typical) q x..� - �/4 ; + ` Mt s fff Eft NNA?FE 1 -41. } P E MA"rt PVt pt0 I FOIitrIf f PWi ter' �,` ter fqr� �F' +n+i: atp� Fp1�A1K111 "T, 1�t� OR �_ y I ` � ! t)T1�RrNSE 7A8t,F. MATERIAL T �D �Y fW04�R STONE AGGRAGATE _. •._ . __._ _ A - _. CONCRETE ARCH CONCRETE CRADLE • PIPE. PROJECTING ABOVE GROUND LINE � � � ROUNDED T17F i4L G -- KP OF ENTRANCE 12" ----- - _ _ �- _ a _ .- �� �_: .�_ ._.- _. - - _ . T� ar FILM_ CLASS A' - _ -- - - - . POLYPROPOLYLINE `" `- '�"'- . - 00 , 1 2" �" '- -- - - - Carefully Compacted Select c> _ / PLASTIC: ..--- ---- ---- __._ --,.•_ _ �_- __ ___ � ..x o I i.t1 > = 1/8 SOLID OUTER o _ Y b �.._ - s" 8' IN V ELEV OF i " `n _ _ _.__. _w. Backfi7t -� 1-1/4 I SHELL - « .�. = 'GROUND e" o D. CATCH BASIN FLOW_ - Lt - LINE Carefully Compacted j 24" i .-- r- .- tp(IINF! LIFNE - �- w .•'• IS INV ELEV ' , !t � I 5�,.. Select Backfill ROCK DR ^ ' 24 " 6 i J t� k OF OUTLET--- MIN. D UNYIELUMIG %01. MIN Ln REDr EARTH s..•: : •. ; • ,, -POROUS MATERIAL MIN.,D " �- ,.: ' =r , 1/4 ADDING EAPTH 0 D 4 0 MATERIAL PEp FOOT x _ MAT SALPRMTMAR qN PLMN5 BEDDIFK _� '• Q a� f 1 I NN F, _ I� _�_JrL .� AIATERtAi. D• �� -�% l�Ui ;.� NORMAL EARTH FOUNDATION 24" MAx - R= FOUNDATION FOUNDATION SOFT "IM11M16 OR j NO. 3 DEFORMED ,` J N . OTNERVRSE UNSLOTABLE MATERIAL 6" t 6" <4 �\i STEEL RODS - / �1�� \Ixl X\ \/ \\�j\\�j\\�� - CULVERTS LESS MAN i=36" \ /\/\// j� c r Fi i X{A1 F PIPE o . z+` MAX, AS SWWM ON TAMXS STONE AGGRAGATE CONCRETE x=D+ t2'MIN. �i°%� SECTION A -- A �� r� / H HEIGHT OF CQ�tiR MEASURED �?Ow1 tFK TOP OF DRaNAt STRUCTURE To No '4 AT 12" OC EW / /\ ° ` , a CULVERTS D ERE d-36' AND OVER FINISHED GRADE CLASS "B' CONCRETE ENCASEMENT �. Q ® a - BEDDING MATERIAL IN ACC'QROANCE MATH SECTION _;Ui.02 OF THE ROAD ANC t3RtOC•E `�ECJFICATttONS � �� PROVIDE 1 i�1 CL METHOD 'A" PIPE BEDDING SMALL BE USED As FOLLOWS UNLESS OTHERMAS£ NOTED ON PLANS: - BACKFILL MATERIAL IN ACCORDANCE opi SECTION 302,07 OF THE ROAD AND 8MC•R SPECIFICATIONS REPAVE TO 1-1 /2 TIMES ORIGINAL THICKNESS I= - MATERIALS ♦ FILL 3C` (NO PROACTION OF PIPE ABOVE - EMBANKME -i' SAW CUT TO BE • GRWND LINE.) LO ;3r ° - - - - - - - - - - - - - - - - - POLYPROPYLENE PLASTIC FILLS up TD 30 (PIPE PROJECTION ABOVE GROUND LINE) amD!NG REQuIREmENTs DETAILED UNDER MET400 A. PROJECTION CONDITION. ARE APPLICABLE `Q MADE AT Ta1E ty �� 7 � �� B• AND B2 REPLACEMENT {typ) QA.TQH BASIN 4 GRADE 10-1014 18" W 18•' �o } NO SCALE (18" PIPE AND SMALLER) _ "AVISUN CORP." rys PIPE BEDDING DETAIL -- VDOT STANDARD PB-1- STEEL REINFORCING BAR - BACKFILL ILL M AT'L AS CONFORMS TO A.S.-I.M. NO SCALE REo D Depth VDru PERMIT e STD. A-615. (Full Depth Crushed Stone typical) - INSTALLATION- YDOT PAVEMENT REPLACEMENT STEPS ARE TO BE POURED Ts INTEGRALLY WITH THE MANHOLE STANDARD MANHOLE STEP TRENCH a� BEDDING DETAILS _ Ws�s- 1 SECTION AND NOT MORTARED OR 1/8"=1'-0" GROUTED IN LATER. MANHOLE FRAME 8c COVER _ 'p (COVER MARKED WATER) .0 w f_ FINISHED GP'ADE y'C= VENT PIPING t`:` COMBINATION AIR RELEASE AND 3 FILL WITH SAND � AtR/VACUUM VALVE CASING OR TUNNEL LINER • 3. flo CORPSTOP MANHOLE FRAME 8� COVER = CARRIER PIKE n6 MIN*6 min MANHOLE CONE I # CASING SPACER (min) " G ALV .I I RODS OVER FITTING AND 1 - '-�-� - EMBEDDED W CONC. THRUST BLOCK r•• 6' MU�t , - - - � •_ • SECTION - • _' • ,_ FINISHED GRADE : ::' �:.�� '-. ? STONE SADDLE Ft- ----- -- ` if 7. • BACKFILL - WATER MAIN CLASS A-3 CONC.-- i • r �. A.. „A, ,� ,• �'' �• SECTION 1 '1 N- •'; I ;a' '` °6" STONE BEDDINGr COMBINATION AIR RELEASE AND CUUM VALVE • ,i •I • AIR/VA \ e. i •; r • A. A. 4 • 5' M IN PAVEMENT 5' MIN PROFILE II 1 WATER COMBINATION AIR RELEASE AND AIR/VACUUM Q ap METAL BRACING FORM BOARD (typ) ` _VALVE DETAIL �- FITTING SIZE ROD SIZE N0. RGDS EMBEDMENT-BACKFILL (typ) _Z MANHOLE CONE SECTION --► / 12" 8� LESS 6 2 30" DEAD END TEE W- 1 0 14" - 18" 8 2 36" t•RQSS 4"+/lTti PLU(: a tY ;• CURB STOP :. NOTE :SPIRAL WELDED STEEL C AS WG OR � - � � .- 6" MIN t TO BE INSTALLED BY BORING 8c JACKING MACHINE EXCAVATION LIMIT 6"mint ,t. Q LIJ co SADDLE ; ; ; ; ; ; ; 36" MIN. UNLESS OTHERWISE NOTED. : M < NOTE: 1. In lieu of wood forming ... STONE `,` ` ` ` FORCE MAIN • '' the fitting may be wrapped with , - a „ 8ACKFILL',1, SEWER FITTING VOLUME OF THRUST BLOCK IN CU. YD. I CASING (SEE CHART BELOW FOR ` polvethelene, and the concrete .A LIJ SIZE 8� WALL THICKNESS) SIZE o o e e �. poured to completely surround �' 6' STONE BEDDING. 90 45 22-1 2 1 t - l 4 g ► i' •y�•' i' ' the fitting and against undisturbed a soil- The bearing dimensions W Z •� • against undisturbed soil shall '•' �: C remain identical as shown. ~ 6" 1.3 - - - U + Casing Spacers -•� B" 2 3 1 1 _ _ ii�N 60TIOM NF denotes Hand Excavation W BRICKED UP 10" 3.7 1 .8 - - EJMfSTtJRt3ffl EARTH "D" = 12min for to" Smaller Pipe .__J 0r SEWAGE COMBINATION AIR RELEASE (3perLengthofpipe) ENDS "D" = 18 min for 12" to 18" Pipe t1_ t 2 " 5.5 2.8 1.2 >" Typical Manufacturer - Cascade Manuf. - jyt'�lj, ,Sf ( T KIN SEE W-3 for A, B, C, DIMENSIONS W Z AND AIR/VACUUM VALVE DETAIL - F- -_ � ti. 14" 7.6 3.9 1 .7 S- 6 16" 9.9 5.1 2.3 0.9 CASING SIZE FOR CARRIER PIPE USED _ 18" 6.3 32 1.4 DUCTILE IRON PIPE PYC PIPE _ _ ..A.. ..A.. 6.. MIN* *6•. � Ci SIZE CASING THICK SIZE CASING THICK !t �• . �- - 11 1 r 4 22 1 /2 4 5 GRADE 116 -Zy� ��!/:•L . min PIPE PLUGS, WYES, & r o o G o o m • / W 6" 14" 250 6" 12" 141" 8" 18" .375" 8" 14" .250" • • trench ". ..D .. Ir- w� A B C A B C A B C C A E3 C 10" 20" .375" 10" 16" .250" . I A B 1 1 d 01-1 12" 24" .375" 12" 20" .375" 1 6' 1'-0" 0'-9" 1 -3" 0 6" 0'-6" 0 6" 0'-9 0 9" 0'-9" 1 0" 0'-9" 1 '-3" 1'-3" 0'-9' 1 9" � LL- 1) THRUST BLOCKS FOR VERTICAL UP BENS SHALL BE THE SAME AS FOR HORIZONTAL BENDS. 14" 26" 375" 14" 20" •375" 2) COVER FITTINGS WITH PLASTIC CLOTH TO KEEP CONCRETE FROM ADHERING TO N 8" 1 ' - 3 " 0 ' - 9 " 1 ' - 9 " 0' - 9 •' 0' - 9 " 0.- 9 " 0,_ 9 " 0' - 9 " 0 ' - 9 " 1 ' - 0 " 0 ' - 9 1 ' - 3 " 1 ' - 6 " 0 ' - 9 " 2'-3" N` 16" 28" .500" 15" 22" 375" - - 18" 30" _500" 16" 22" .375" FITTINGS. �/ � 20" 32" BOO" 18" 26" .375" 10" 1 6" 0' 9" 2'-3" 0'-9" 0' 9" 0'-9" 1'-0" 0'-9" 1'-3' 1' 3" 0' 9" 1 9' 1' 9" 0' 9' 2, 6r •� 24" 36" .500" 20" 28" .500" �^ 14 _ f .. LARGERPtPEUSETUNNELLtNERS 21" 30- .500" %� ( 12" 1'-9" 1'-O" 2'-6" 0''9N 0'-9" Q'-9" 1 3 1'-0 1 6 1 6" 1 0 2' 0 2 0" 1 (}" 3'_0 24" 32" .500" LATERAL -8-'5bars equally ' � 14" 2'-0" 1'-0" 3'-0" 1'-0" 1'-0" 1'-0" 1' 3" 1'-0" 1'-6" 1'-9" 1' 0" 2'-6" 2'-6" 1 ON 4' 0" LARGER PIPE USE TUNNEL LINERS r UNDISTURBED EARTH spaced as shown PLAN SECTION 16" 2'-3" 1'-0" 3'-6" 1'-0" 1'-0" 1'-0" 1'-6" 1'-0" 2'-0" 2'-0" 1'.0" 3'-0" 2'-9" 1'-0" 4'-6" - HIGHWAY CROSSING DETAIL VERTICAL THRUST BLOCK DETAIL P.ED►,tCER W&S-3 W_ 1 18- 2'-6" 1' 3" 3'-9" 1' 3" 1' 3" 1' 3" 1'-6" 1' 3" 1'-9" 2'-3" V-3" 3'-3" 3'-0" l'-3" 4' g" HORIZONTAL_ THRUST BLOCK DETAIL o a Yv-z Z © CONCRETE DIMENSIONS FOR _: In ro � HORIZONTAL THRUST BLOCKS � °' 0 V• 12" 12 • """`""" 6' min. e - •4.� G` ! 1 '-6- -TOP OF MANHOLE AT GRADE IN PAVEMENT AREAS. •_� ; � • •r SQUARE SKID PAD 6"TWICK UNLESS OTHERWISE DIRECTED. TOP SHALL BE SET 'r';�. 's ••,• 'C 2'-0' TRENCH 2'-0" 18" MIN ABOVE GRADE IN EASEMENT AREAS. EXISTING GRADE \ - +"`•' •k p � i- CONCRETE PAD 1'-6" S0. x 6". USE RIP-RACONTRACTOR TO GROUT MANHOLE W ALL AREAS NOT IN PAVEMENT fa p TRENCH 43 S.. .0 Cz. ...: t'-6" MINIMUM ! • - COVER IN PLACE. Trench ' --., , �; • a- i_ - 4 BOLTS (3/4" DiA.) - Width as G t CONTRACTOR TO MATCH MATERIAL 2'0" Required _ IN CREEK AS CLOSELY AS POSSIBLE • ' a ADJUSTMENT RINGS (1 1 "MAX_) ___ _ Z STANDARD MANHOLE 3'-0" AS REO'D 31-0" 1 _ 8" MAX SET ECCENTRIC CONE PLAN SCREW TYPE BARE watE WRAPPED * °t'• rJ• •- 1 -6' ADJUSTABLE VALVE AROUND VALVE BOX SO COVER IS DIRECTLY - BOX �r t { - -i - MAX. SECTION - OPPOSITE THE DOWN • i -• r ; _ 36" MIN �. --�� RIP -RAP STREAM SEWER _ : .-` _ 10 GAUGE INSULATED WIRE •f ae Direction of Setting to be approved prior to Installation COPPERE VALVE STRAPPED d TO MAIN CREE---tea. CONCRETE ASTM C-15fl - _� +. ' FCSA APPROVED 1'-6" ,� 12 OR 16"(tyP) (�r - 4000 PSI s •• - HYDRANT MIN. _' DROP MANHOLE WYE VARIES AS REQ'D ALL THREAD ROD r, 2.-0' Nr • PIONEER 301 ' i f. ;tip 37' •.ti.ti ••�:j.r:j.j .r .��.,r;��.a. MIN. o _ = MASTIC APPLIED -- DROP FITTINGS & PIPE / v V IES a L GREATER ,� b 36" MAX. WTR. MAW . • BETWEEN JOINTS (SAME SIZE AS INCOMING SEWER} "� ~• fwr r .a �- :. Concrete Pad - :tij.{:�•ti, aj _ CONCRETE ENCASEMENT i . + AND ON EXTERIOR - 1 -6 s x 6 q- y . JOINTS ARE TO BE SEALED SIDE OF JOINT. = ' " •r� • Q •�' • a r•• r•r.r•r-. . -. -. r.r•r.r i? r. WITH "0" RING GASKET -_. 2" min. - 6" max. �•,•;..�•.,.�.ti•�a,:{%4-ti•ti••�•ti:4a•�.... ;-4.-,.•,.ti. ►s'•�•ti •�'--�^ /, � '� ••l�l:ry �•r•ra 1:r:f�t�l:r�:"�a�j�fV�J- Nr•r•r•r•r•r•r+r•r•r•1+hr•r•HfN r•r•r•rd '1•t+.••r � �� t�.•..._ -4.'. 'K / t.1•ti•ti• ♦•ti•1.•ti '.•S•1,•1.t �•4 ti•1•K•ti �•ti•ti.+:ti•ti.t•4•..•ti.1.ti•L•ti..•.••.�••,"•..•�.ti.ti••,. •t... L• � i F _ - 6" MIN. CONCRETE COVER r � 5177Q7,r•r•r•r r•r•r•r•i.r•r•r•I•l•r r•hr•r•r r-r•r'r•r• ? ti' �''ti'�.;'1'••rr''''ti';' ' -•j-r•r•r•r•r•r•r•j•r•r•t+r•r•r•r•r•I J l• r•r•r•r r•rrlN•rN• t•L•1•ti• ti•�•ti•ti•t•L•1•t•S•ti ti•ti•ti•t•ti+1•ti•1• 1•�••L.ti•ti.t.•�-4.1.1.ti.ti.a,•t.1.•t•1•ti•1.• 1•ti•1�`•ti•1•� • t•4••. ••.•ti+ti �• '4. , • ••f•J•Hr'•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r•r t•r•r•r•�.�•r•r•r•r•r•J•l•r• Mr•l•hh •j.j.j•j.j.�•t:j.hj.r•j•j• PIPE •' VARIABLE - _ ; r . •. ALL AROUND DROP CONSTRUCTION 4 0 AROUND IVALVE ABOXD • 36' MAX 1'D' -PPE TO MANHOLE, 10 GAUGE INSULATED STONE BEDDING AND BACKFILL e CONNECTION TO BE 'r -' - 36' min. COPPER WIRE BY FLEXIBLE }. __:•:: '_`:'•:� ti •• •�•ti•ti•••••••• •• ti•ti.ti.•.•ti•�,••.•ti. INVERT CHANNEL TO PROVIDE A ` / ' ~ `'•'• u SLEEVE ~ r• r r •r;r• ;r•r • r•r•:-r•r•r• SCREW TYPE ENCASEMENT BELOW ENCASEMENT ABOVE PROF I LE SMOOTH TR ANS IT ICON IN TO OUT, 0 • : !(��� \� ��` .•••• •`'•f • . 7 cu . ft min. 5 Stone ROUND SURFACE FOR ALL CONNECTIONS _ , . � ADJUST AB ALE V AVLE BOX GROUND SURFACE G 3'-0" MIN. EXTENDED BASE FOR _ ' 2'0" MAX --------- 4'-0" MAX. 6" BEDDING OF DROP CONSTRUCTION �.._. CAREFULLY COMPACTED Dl6 OR 5" MIN. GROUT BOTTOM OF MANHOLE 6 ` ,•-� ' '�68 STONE Hydrant Tee I. BACKFILL RIP -RAP DOWNSTREAM t TO FORM CHANNEL TOP OF BENCH- . - y PERMISSIBLE ROCK DISPOSAL /2 ' TAMPED BACKFILL ( �' : `� i �� -� .4'�': : =S =. ' a • WALL SAME ELEV, 4.• i _ _ . Nf VARIES UPSTREAM) a o e .•' AS TOP OF PIPE - MAY PLACE CONC. ! : - ° - - e • �: .. � .. ,- FULL WIDTH OF STREAMBEO • ; ' a c a li• • ' - f _ e .• .a v ' ,.. � 6' M.J. Gate Valve strapped ~_ TRENCH WHEN ENCASEMENT EXTENDS 6 " BEDDING OF 8' 1 4 REINFORC4NG *68 STONE _ . •� to the Main (f"j F REQUIRED ABOVE STREAMBED, PLACE CONCNote:��✓+ �� Form Board as Req'd All thread rod to be stainless FULL WIDTH OF TRENCH. - steel or tar coated. 18" PROFILE GATE VALVE DETAIL BOTTOM * I ENCASEMENT TO NOTES: 1 . Manhole sections shall have an external coatis of approved bitumastic water proofing prior to installation - INTO - 4 9 PP P 9 EXTEND 6" INTO UNDISTURBED ROCK (IF ENCOUNTERED] OR 12" 2. Concrete adjustment rings must be used if adjustment elevation exceeds two inches. INTO UNDISTURBED EARTH. They shall have an exterior coating of bitumastic water proofing. 3. Non -Shrink grout with shims may be used for final slope adjustment. FIRE HYDRANT ASSEMBLY DETAIL THE► ,r 4, Skid pad to be placed around manholes located in shoulders of roads. W-S ` «' CREEK CROSSING AND BANK PROTECTION DETAIL 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. 'Q ' DROP MANHOLE CONSTRUCTION DETAIL � �� B. ��� 7 S 7 STANDARD PRE -CAST MANHOLE DETAIL S-2 S - 1 Na- C13 *):"5 MILLS. OLIVER t t 98, diC. 950=3 I-tM CK MAY 22 6:23 pm O 01"5 ems, c & *aa' wr, l Gtri� !-!, +o J07 MAY 26 2:04 D, FUEL ION, 8 � i 00( NEW POLE-/ FOOTBALL/SOCCER -J SITE PLAN SCALE: 1" = 40' oz ki LEGEND AREA LIGHTING FIXTURE, TYPE SA/1-400 PAD MOUNTED UTILITY TRANSFORMER BY LOCAL POWER COMPANY, PROVIDE CONC PAD. OHP- -- EXISTING OVERHEAD ELECTRICAL POWER LINES. - OHT----- EXISTING OVERHEAD TELEPHONE LINES. - OHP/T - NEW OVERHEAD ELECTRICAL POWER AND TELEPHONE LINES. UNDERGROUND ELECTRIC PRIMARY SERVICE. EP PROVIDE IN CONDUIT BENEATH PAVEMENT AND SIDEWALKS, 36" MINIMUM COVER. CONDUCTORS BY LOCAL POWER COMPANY. ES UNDERGROUND ELECTRICAL SECONDARY SERVICE. 24" MINIMUM COVER. CONDUCTORS BY LOCAL POWER COMPANY. EB UNDERGROUND ELECTRIC BRANCH CIRCUIT CONDUCTORS. PROVIDE IN CONDUIT BENEATH PAVEMENT AND SIDEWALKS. T UNDERGROUND TELEPHONE SERVICE BY LOCAL TELEPHONE COMPANY. TV UNDERGROUND TELEVISION SERVICE BY LOCAL CABLE TV COMPANY. NOTES THIS SHEET t. EXISTING POLE TO BE REMOVED/RELOCATED BY UTILITY COMPANY, 2. CONNECT FIXTURES TO BRANCH CIRCUITS HLA-1, 3, OR 5, AS INDICATED, VIA PHOTOCELL AND TIMERS. SEE SHEET E2. 3. PROVIDE RACEWAYS BENEATH PAVEMENT, FIRE LANE AND SIDEWALKS FOR INSTALLATION OF UTILITIES. 4. COORDINATE ELECTRICAL POWER SERVICE AND ASSOCIATED EQUIPMENT WITH THE LOCAL POWER COMPANY. 5. COORDINATE TELEPHONE SERVICE AND ASSOCIATED EQUIPMENT WITH THE LOCAL TELEPHONE COMPANY. 6. COORDINATE CABLE TELEVISION SERVICE AND ASSOCIATED EQUIPMENT WITH THE LOCAL CABLE TV COMPANY. 7. SEE SHEET C10 FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 8. PROVIDE PUSHBUTTON STATION ON BOLLARD TO STOP FUEL PUMP. PUSHBUTTON SHALL BE WEATHERPROOF EMERGENCY -TYPE RED MUSHROOM, MAINTAINED CONTACT PUSHBUTTON. -Y4" X 45' CH TOP OF CONC ABOVE FINISH FINISH GRADE TYPE OF -NM( 10-2W/GROUr DIRECT BURIA NO SCALE BOLT OR GROUND POLE BA PROVIDE BETWEEN PEDESTA POLE BA UNDISTUf OR COMF BACKFILL ANCHOR BY POLE 1 " GALV CONDUIT TYPE UF- 10-2W/G DIRECT E ="LOOD LIGHTING FIXTURE NP CAST ALUMINUM ROUND JUNCTION BOX 31UPPORT BOLTS W/ _EAD ANCHORS �" DIA X 12" DEEP ;ONCRETE BASE STEEL CONDUIT 34'-0" TO CENTER OF ACCESS ROAD AREA LIGHTING FIXTURE 10" (LENGTH) ARM FINISH TO MATCH FIXTURE 30' POLE W/ BOLT COVERS, FINISH TO MATCH FIXTURE 3" X 4" GASKETED HAND HOLE, FURN & INSTALL IN -LINE BALLAST FUSE BUSSMAN "TRON" WEATHERPROOF FUSE -HOLDER No. HEB-AD W/No. KTK 5 AMP FUSE FOR EACH LUMINAIRE N" X 45' CHAMFER, TOP OF CONC 6" ABOVE FINISH GRADE FINISH GRADE 18" DIA CONC BASE 4- #6 VERT, 3" COVER #4 0 12" HORIZ (L� No. 6 BARE COPPER GROUND WIRE, BOND TO STEEL POLE & 6COIL AT BOTTOM OF FOUNDATION DETAIL - AREA LIGHTING FIXTURE NO SCALE a n U X x b x a� c � c-2 " O a N c_ Q Z 0 5 ry Q Q CO z I w ­4- J a Z W w Cy 01-11 CL Q w m < d > Z. cl:f D 0 U Y C.� W tC L._ smog O � cn 4 t-4, G Q 0. -� c V00 c z Lli V) C.3 I 1 Lli Ld a U, 670 m W Y 660 > J J W N� m _J 650 O F' J ' Ix cr c Z W a W z Z a Q 640 Z Z z z f o fi a u ; t!1 J m J O ; ct W tt . 630 I tF CASING, LXTLNU 5- NAS I EDGE PVMT, EACH SIDE ROUTE 7 (APPROX 100 LF) NEW GRADE-----, Q i i Q C) :a OD U I a 5 ac' 670 90 660 NEW 10" WATERLINE ` NEW 8" WATE"E APPROX 1390 IF — 650 640 630 620 610 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21 +00 21 +50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 PROFILE WATERLINE A SCALE: t VERT 1=40' FORZ 690 of W J 680 W�EXISTING GRADE --� 670 <� _ 660 NEW 8" WATERLINE APPROX 1060 LF 650640 w U Z' w W 0 z P V) X W 3' MIN COVER W z J c W n. O x 0- LA_� ow 3ZW, O Z Z JOJ; Fn C) is Q 3 LAJ O flC X QQ W ' uj 0 EXIST WATERLINE 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 PROFILE WATERLINE A_....._(C0NTlNUE1?) SCALE: 1"=10' VERT 1"=40' HORZ 690 Z Z z z I W W W 680 CLf o: o �� o' F— w LaJ ! 1— Q w "' j W W x O 0U O, t/) C) = s Q 6i 67a co WW f i -_— NEW GRADE 3' MIN COVER " -_ (Tr) 65a 0 — NEW 8" WATERLINE APPROX -- 506 LF Q :Y U O EXISTING GRADE- m 640Ln ZY Q U+ < Zm Zm Z Q 630 �w �r_� � r �� 14- ,c :` jWMM ; -40.00 ME JUL 13 9: 37 om o �3 m 3 w Ui �U z / Z i O l! Z O w 0 ___ - _ ._ O ; O iO� �� U / OLI W i W ll¢ --.. Z Y' w > Q U; Oi J Q Z m > Lj �+ r oo 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 PROFILE WATERLINE B SCAB =10' vERi 1 =a0' NORZ 690 680 670 660 650 640 630 690 Li Q Z . 680 � I G 0 I to _ f— W Ei.t F-' O 670 ,' NEW GRADE 660 EXISTING GRADE 650 .B v ; NEW 6" WATERLINE o I APPROX 184 LF 640 W j Z D cr OLj Ki Q� al _ 630 10+ 00 10+ 50 11 + 00 11 + 50 12+ 00 - 12+ 50 13+ 00 PROFILE WATERLINE C SCALE: I vERi i =a0' N.CRZ ��. ;r rn I � fy►� ` Z! z W �i Z Z m b 0 �i 0- ~ yyi W •/1, O t LL- i C; W �i I< • = o� cc" c" d� Q� W G -v C�e x Q� 4W IN Q } < L.L. 00 N � I W W z U W ry n- >' � w I-- < F-' z Q ::D V) v m Li W o Of 16 Ln z C).°� Z o a� cr oil b b v � y y r - A A U Q W 0 ry W C� w