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HomeMy WebLinkAbout40-03 Frederick Cty. Middle Sch. - Shawnee - BackfileLEGEND EXISTING DEMO NEW DESCRIPTION • ••••••••• • 2050 •••••••••• 2050 CONTOURS SPOT ELEVATIONS CONCRETE CURB CONCRETE CURB & GUTTER CONCRETE PAD/WALK . ............... PAVEMENT GRAVEL BUILDING — — — — — — PROPERTY LINE CENTERLINE OR BASELINE BENCHMARK SD = _ _ = 36"RCP STORM SEWER LINE CURB INLET —.� DROP INLET -' �� -- �--- END SECTION / END WALL ® MANHOLE --G; GAS LINE ----5----- SANITARY SEWER CLEANOUT ----W----- WATER LINE W. 0 0 GATE VALVE WATER METER FIRE HYDRANT HANDICAP PARKING TREE LINE �- SIGNS Lei: 9 1 _2� 1__ 1e 1. OWNER: FREDERICK COUNTY SCHOOL BOARD SUPERINTENDENT OF SCHOOLS 1415 AMHERST STREET WINCHESTER, VA 22601 (540) 622-3888 2. ARCHITECT/ENGINEER: OLIVER, WEBB, PAPPAS & RHUDY, INC. 200 COUNTRY CLUB DRIVE PLAZA ONE, BUILDING "E" BLACKSBURG, VA 24060 (540) 552-2151 FAX (540) 951-0219 3. SITE AREA: TOTAL ADDITIONAL R.O.W. AREA 3.75 ACRES TOTAL DISTURBED SITE AREA 5.50 ACRES 4. ZONING: RURAL AREAS (RA) 5. MAGESTERIAL DISTRICT: SHAWNEE 7. SURVEY INFORMATION SUPPLIED BY GREENWAY ENGINEERING, WINCHESTER VIRGINIA DATED JAN. 3, 2003 WITH UPDATES ON JAN. 28, 2003, MAR. 13, 2003 AND APR. 8, 2003. 8. CONTRACTOR SHALL HAVE A LICENSED LAND SURVEYOR RESET ANY BENCHMARK DISTURBED DURING CONSTRUCTION AND SHALL NOTE THE NEW LOCATION AND ELEVATION ON THE AS -BUILT DRAWINGS. 9. ALL EXISTING SITE FEATURES DAMAGED AS A RESULT OF THE CONTRACTOR'S ACTIONS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE ARCHITECT/ENGINEER AT NO ADDITIONAL COST TO THE OWNER. 10. PROPERTY IDENTIFICATION NUMBER (PIN) 64 ((A)) 37C. u W2 A a� o o � U U A w "rr 0 p co E. 0 N C� � o Q P dam+ ., .F-4 0c d •t o ®eye w rn wo-lomi;A Z o 0rl- N W z 0 w o O d z O Q � U W � Y V z o w ir o z 0 N p c� A CL W O N rJ O I i O a� b.0 U iU.i Z (A Q L1.1 �o z W f� r) V ! J C) Q z W LLJ CD W 0 J SK C27- OVERALL SITE PLAN 50' 25' ° 50' '°°, 1" = 50'-0" Rok g on Vp 01 O u u u O R (� p GENERAL NOTES 1. NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS REPRESENT FINISHED GRADE ELEVATIONS. 2. ALL DIMENSIONS SHOWN ARE TO EDGE OF PAVEMENT, AND PERPENDICULAR TO PROPERTY LINES. 3. CONTRACTOR'S FINISHED GRADE ELEVATIONS SHALL BE WITHIN ONE TENTH OF A FOOT OF PLAN ELEVATIONS. 4. CONTRACTOR SHALL PROVIDE THE OWNER WITH A TOPO- GRAPHIC SURVEY OR OTHER DOCUMENTATION CERTIFIED BY A LICENSED LAND SURVEYOR VERIFYING THE FINISHED GRADE ELEVATIONS ARE WITHIN THE SPECIFIED TOLERANCE. 5. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET. 6. PROVIDE INLET SHAPING AT ALL NEW MANHOLES AND CATCH BASINS IN ACCORDANCE WITH DETAIL, SHEET C3.5. 7. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLY PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. 8. THE CONTRACTOR SHALL STOCKPILE ALL STRIPPED TOPSOIL IN DESIGNATED STOCKPILE LOCATION SHOWN ON ADJACENT PROPERTY / PASTURE NORTH OF SITE; SEE SHEET COA FOR LOCATION. ALL EROSION CONTROL MEASURES SHALL APPLY TO THIS STOCKPILE LOCATION AND ACCESS TO AND FROM IT. AT CLOSE OF PROJECT, ALL EXCESS TOPSOIL SHALL REMAIN IN THIS STOCKPILED LOCATION FOR POSESSION BY OTHERS. GENERAL UTILITY NOTES 1. ALL WATER LINE AND SANITARY SEWER CONSTRUC11ON SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND FREDERICK COUNTY SANITATION AUTHORITY SPECIFICATIONS. REFER TO THE FCSA CONSTRUCTION NOTES ON THIS SHEET. 2. CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. 3. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCA1ONS AS DETERMINED FROM A FIELD SURVEY OF ABOVE GROUND U1LITY FEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS, AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDI1IONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 4. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND THE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE U1LITY SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE. VDOT General Notes Vl. All work on this project shall conform to the current editions of and latest revisions to -the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance, that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus, 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to, VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit.and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone' depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type; and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. . 50' 25' 0 50' 100 'LAN SCALE: 1" = 50'-0" MEMENI 810 810 800 800 790 790 L 0 0 � z 780 � 780 R A SI E CUT DITCH E TYPICAL SEC11014 �= IN. SLOPEROAD QGRADE U W 770 0 770 760 760 HI H P IN 172 3.76 HIGH 0 NT cc TA 1 + 04 PV1 STA4 5. 8 VI E E 725.0( 750 2 6 750 K=1 3.5 740 740 �r 'n oCQ coo N N 730 CJ r Z. rn C3o'o ,n 730 r- E i TI G FI A 90 720 R AD E GRADE 710 710 ROADS DE 00DITCH PER TYPICAL SECflCN , MI 4. SLOPE �z 700 - 700 I U N N N N N N W M d Co co coco d d 0 r< 00 Oi O O raj M M M r7 ►+j M N cV ® 690 690 1 u+00 i 1 +00 12+00 i 3+00 14+00 15+00 16+00 1 7+00 17+50 I Q A O p o •^� M aV a� A Z Z � U 0 S 0 � N U V) L z [� w 00 z F- Q F_ 0 O U LJ V) Y c) z W 0 w X LL 0 0 Z N p ,' A CL W V) U o P a 0 a a A A U d Z 0 (n L z -J W l.i I- 0 X ry L I L Q > z ry Q z L `� V S K C28 ROAD PROFILE. IPROFILE HORIZ. SCALE: 1" = 50' 1 PROFILE VERT. SCALE: 1" = 10' IFE -n m Cf) m :zo G)m m C-) C) G= L'S 'f r11. : , ul. ri/n 'rr ;�� '. 1-4 I ..*� , ' . ' r r''as\ \* , \ \ r :r . ..q \ r f•. �'' q r ... .. . . . \ i :; r q ° \. \ _ l 0 k 0 - •N'T - �. '' 20 W6rTER E SEbNE 38 0---.__ i' w l: A' •N \ w------- C�I'V E� LO G WL P ROSA LANE � CURVE TABLE CURVE DELTA ANGLE TANGENT I CHORD LENGTH I CHORD DIRECTION LENGTH RADIUS C12 68*00918" 160.55 266.19 S73.28'41 "W 282.48 238.00 C13 32'14'01" 279.424 536.87 d S88.38'10"E 544.02 967.00 . . . . . . . . * , : '..- i ��� . . , . I .. 1. . I I - . . . 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CROSS=HATCHED PAVEMENT;--. 81. ;�: 18 _'� ' p0 0 \ AA L4 9 l 3 '•0 , 3. \. a F�• R .ANb��D TCH - R RAD.E'• SEW S �S OULDE EG •S A .•SFi L E TYP -SHOULDER' R' i- .q ( ) 10� - 6 \ R TYPICAL A TI N w PE C L SEC 0 7 4�� 7• O _ - ,b o a� 'f \ MO EXIST CAP `•ON 10 W ®' RE VE` /,i S HOULDI= TYP " r s A. /� CONNECT BEGI�t NEW TU W - /. r' 1.�+ DEMO EXISTING': TREES W • STA�3Q+00.00 0 ; _ ". ;P'' /1- 0 �n:- r . ..... r'�P::�: ...> �• FOR NEW:'ROAD W.ORK•� •.\ 1 0: ..... i i y yy w• !. �: ��- ...... w o Ir i '� o c N• o O ,• q 1 a �'' i� :. 0 O 0 .. �''•. C WC g• \, qA �\�-� ,o £ %. .- s 0 ✓. \: F s �Y :,_i ' �� IV - ftEA N R A ' E EX TI G DITC �, (/ e ' H �- q/y Gq ST YO P -! '' ADJUST: TOP OF EXIST SSMH TO. V -' . LIN TO .J01 NEW .RO SI E DITCH \. '' C +S.L �� F ,-If VA �:12 o �- �� BE F' SH FI. S ED GRADE '� D'.DRArN I TO DRQ IN ET B O ''; >. F 9 F �, RE A X 0 OF`'. t �r : Jt I T. \' ;� .... :'. ro� FF' 0 A l 3 SQ • END ECTION •\ ek'- � �. 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E■E■EaE■■Ea■■■■a■■■■a■EEEE■■■E■■O■EEEEO■a■■O■E■E■■■■OOEE■■■G(■■■■■■EE■GI■■OE■■■■EEE■■■dE■■■t�■E■■dE■■■d■■ ■dOE■Ed■■■�d■■■■d■E��dEEO■d■■■■t�■■■■h�■■■ESE■■■■EEO■■■■■■■■■■■■■!■■ - - ____ m - ----- __ 1111 - co A m o $4 o •^' m a �� 164 p4 - m 0 A < 16 Z Z 1 w O O Z N U M (f) W Z I i­- W 0 0 0 (Y �: : °� � 0 Q o 3: F_ U 0 Y W U Z o w a s b b b 4) y p. a ,'4 o u E 'm a a U s:)4 A A Z O (n L..! Z -i 0 X W � L.LJ 4�6 Z Q Z < I (n o- O ry SK C29 ROAD PROFILE 10' 5' 0 10' 20' PROFILE VERT. SCALE: 1" = 10'-0" P-mm"�m v i v s cn c- C) C Q) cn Ln N 0 f WA 0 PAVEMENT STRIPING PLAN — RO% F J I RI PI IV G PLAN — JUS F E le, -% Dmm11 VE rsi a'n' 0 a-,' n r,n' 1 nn' V V L V V V V I V V 1"=50'-0" TYP. ICUT SECTI 4' GRASSED 1": l' S 3:1 MAX CUT - SLOPE (TYP) GRASS LINED ROADSIDE DITCH REINFORCED W/ N.A.G. S75 BLANKET (STAPLE PATTERN A) 80' ROW 6' PAVED BIKE LANE 24.00' 30.00' 12' PAVED 12' PAVED 12' PAVED 12' PAVED TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE 1.5" ASPHALT SUR17ACE COURSE VDOT SM-12.51) SLOPE 1 4":1" SLOPE 4:1 DITCH FORE SLOPE JUSTES DRIVE HORIZ. SCALE: 1"=10' T SECTION - 4- 4' GRASS D SHOULDER 1": 1' SLOPE (T)P) 3:1 MAX CUT Lk SLOPE (TYP) GRASS LINED ROADSIDE DITCH REINFORCED W/ N.A.G. S75 BLANKET (STAPLE PATTERN A) 12' PA TRAVEL 3" ASPHALT =DIA COURSE? VDOT M-19.OA 12" \ ( 11/4"' 1.._._. - S�` 3:1 DITCH FORE SLOPE 60' ROW Q OMPACTED SUBGRADE P. SECTION VERT. SCALE: 1 "=2' 12' PAVED 6' BIKE - 6► RAVEL LANE I LANE COMPACTED SUBGRADE ROSA LAN 6 4" AS H AL BASE OUR30E VDOT3M-25 12' GR SSED SHOULDER 1 ":1' SLOPE (TYP) 3:1 MAX FILL /-- SLOPE (TYP) 8" AGGREGATE BASE COURSE VDOT 21-B SHOULDERGRASSED •. •• . 3:1 MAX FILL SLOPE (TYP) 8" AGGREGATE BASE COURSE VDOT 21-B TYP. SECTION HORIZ. SCALE: 1 "=10' VERT. SCALE: 1 "=2' USE THIS TYPICAL SECTION ON THE FOLLOWING STATIONS: 10+00.00 TO 10+87.37 AND 13+07.37 TO 1850.57 AND 19+76.26 TO 24+54.09 VDOT GR-8 - GRASSED SHOULDER 1": l' SLOPE (TYP) MAX FILL SLOPE (TYP) STABILIZE FILL SLOPE WITH N.A.G. C350 STABILIZATION __N MATTING (STAPLE PATTERN C) IN ACCORDANCE W/ VDOT STD 114.04 60' ROW IZ 11' 12' PAVED SHOULDER TRAVEL LANE 8' TO 3" A tVDOT F INTEI GR-8 I , -F-12" SLOPE 12' PAVED 6' BIKEi 11' TRAVEL LANE LANE SHOULDER PHALT 8' TO VDOT MEDIATE COUR E GR-8 IM-19.OA 2- ASPHALT SU FACE OURSE VD T SM- .5A 1/4".1 " 12" SLOPE COMPACTED -J `8" AGGREGATE SUBGRADE BASE COURSE VDOT 21-B VDOT GR-8 RASSED SHOULDER 1": 1' SLOPE (TYP) MAX FILL /'SLOPE (TYP) SECONDARY ROSA LANE TYP. SECTION, HORIZ. SCALE: 1 "=1 U VERT. SCALE: 1 ??= - USE THIS TYPICAL SECTION ON THE FOLLOWING STATIONS: 10+87.37 TO 13+07.37 AND 1850.57 TO 19+76.26 A W O p O .�..� � A.1 •� U a U A <<Q z C.% w p b pq (cd 4 � o 0 'b o U 9 P, p� o IL4 � Q Cl) � 5 0 0 N 1 !Un ItV J LLJ z C) C) 00 ry LLI D Q o � U V Y W U z x w 0 w W, w 0 z 0 N o cd A Ld u � � � U y iUi C) Z () Q Z Q V) —� Z n- 0 0 ~ Z U 0 I— r Z LLJ . I m Q L LJ U > n Q n- cao 2' r I U') rTl n U�� A DO O t� �-G n ntone STANDARD ganeral baukil (.,ee nnrF) cnnam 24" select baL*lil (APA note) O.D: CONCRE71E ARCH 49ot b9cklill Intvi) ao: b T6° minimums minimum form board (typr� b D" ;. x , x� 'machine excavation lintrt' �� > A tin. �,.✓�..: � nd. � � U � x, krench bottom , gate.valve :' S gate valve untlf§turbed earttt cki� & boxes & box stone bedding S, TEE, WYE, OR PLUG? TYPICAL SECTION; In lieu of Wood forming the fitting maybevrrappedvrlth "denotes handetcavation polyethylene, and the concrete ,P6uredtocompletely surround 1)" = 12" min. for lb- and srnallerpipe the fitting and against undistwbiod'soit. The beraringditionsions ' #8n,,•tIK for IVthru20rpipe a040At undishrr ed snll shall rrea ah ss.ahnvan: 6." cllarl.below for A; B. C dimetnsions. CONCRETE DIMENSIONS FdR HORIZt ITALTHRUSTBLOCKS Pipe Dia. Plugs Wyss & Tees. I I Tj4° and 22-M12' Beinds 4b"end 0 Bends A, B C A B C, A B C' 0-9' 1' D" 0'=g' D'-9" 0': 9° 1','!' : U-9" V" 9" Oil Pa. 1'-6° 0' 9` D -9' 11•6" ID` q'-s 0'-9' 113" f `_7 0141 2'-6' 12` 14" 1'-EP 2'-D' VV 170' ZA" 3 -0" 1' T } 3" 1'-D' 1'-D' 1'-IV 114W T-rr . 2 - r VV i D` `3'� 4`-D' 1 -0' 4'-R" 1'-6" 1 "W 1 2'-0' 2' 4' 1 D" 4'.-ir 18' 2' ti' 1 3°- 3' 9" :1, 6` 1' 3" ':p�: 3' a . 1'3` 20, 2'49' V-6• " 4 0" 1' 9' 14r. 2 u" .J'-3' 1' 6' u 11 1 f 4° THRU 96" BENDS backiil 24" select backfilf ( ) see note + gelvn .rods over fittings and s<' embedded in concrefe thrust blacks•. On. ;*" - � `"` � s� FITTING SIZE ROD 1SIZE ND. Ito DS .:CUREDAAENT concrete me f t �. ; SizO 11-t 4 2VJT 45" DO VERTICAL BENDS .•�:.�,. CONCRETE CRADLE CONCRETE ENCASEMENT S• 11111 2,3 THRUST BLOCKS FOR VERTICAL i 2' 1.2 2.8 5,5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7A NOTE: To he cnmparmrl to :EISq'. M-ASTM DFMmaximum dpnsky. A& FOR HORIZONTAL BENM. 1 R': 01 2;R 5.1 In, 1.4 3:12 s:a - 20. 2:2 45 TO - TRENCH & BEDDING CONCRETE THRUST BLOCKING Figure 1 Figure 2 tunnel liner NOTE: l 4 j 4 . Se aration of carrer pipe from casing Pipe shall be by manutactuned,stcel andJor pl antic caSiSg spacers v' f 2. spacers shall be placed era spigdt and Within6 inches of connection to bell; then 2 spacers evenly placed on length SECTION of pipe SIZES REQUIRED CARRIER PIPE CRSINt3 PIPE VVALL DIA. (I DIA; [I THItXNES'3:("};: 4 or 12. Psb 8 1 B :250 1 E1: 2A 31b l ' 24 2t 0 WATER SERVICE LATERALS 14 24 375 a) Casing pipe shall be S,CH 40.PVC orSDR21 T5 24` 375 1) 3'diarrmterpipe for 1"setricelines i 8': 3fi : 500 � 6" diameter pipe for 21 service lines 18 30. •500 _ 20 38 ;500 b) no spacer. or 6and fill to be installed 71 36° :500 24 38 500 ( for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 J J cnnrrete pen` i'-6' sq x 6" deep 4` stone ty strew type—y/r� i �• :. adjustable valve Wk., 1ocaM. tlu market , rvalvtnnA r g e meguyc7ed.rfr J to man r mar,�6rr�a ''�'�! � l✓�r �� megalug S oo„ 5°i 8�d 8 °,g "a^� % ix •�xr tR 1x thrust block is" :to 24' B'4t 8'St 18' solid pfocit (forvafv q 124andlaVo Note: thfv detail is also used.for butterfly valves: fI I GATE VALVE Figure 7 f F.C.S.A. CONSTRUCTION NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. 3. NOT APPLICABLE 4. NOT APPLICABLE 5. NOT APPLICABLE 6. NOT APPLICABLE 7. NOT APPLICABLE 8. NOT APPLICABLE 9. NOT APPLICABLE trench width 'S uinigf ,r �N , z' concrete thrust block 5' (1IH. Arh0d1JI( pipe tilledmith and paints 1S' dk concrete encaw FIRE HYDRANT ASSEMBLY Figure R 111 1 t 2' I' 3' BOLLARD DETAIL �l? marker al joint with J NOTE A: FLOOR OF (BASIN SHOULD BE NATURAL T TTHHEASAME ELEVACIONNOR LOWEROTFHAN NATURAL CHANNEL BOTTOM AT SEC. A -A. TOP OF BERM NOTE B TOP OF NATURAL _ - - - TOP OF RIPRAP CHANNEL � I ° SURFACE WATER ° EXISTING GRADE / ° ° ?•1 ZONTAL tit ° ° 1.0 ° NATURAL CHANNEL �• ° ° 0 o ° 1.0 CENTERLINE SECTION ERM R�PRP i r r r r� r � r ' P�O�r wP q? a 0 � I APRON Q O� ,' ; � � � •''/1 l i I O , I 2.1 1 I I I SYMM ABOUT ` 2:1 i HORIZONTAL 1 I LVER I NOTE: Wo = DIAMETER HALF PLAN OF PIPE CULVERT OUTLET DIMENSIONS Lb Ls d50 hs SD #A 12 ft 8 ft 6 in 1 ft SD #C 12 ft 8 ft 6 in 1 ft 740 730 720 1 710 t-4i41 SCOUR BASIN DETAIL. solimmmmmm 0© 111110■■■■■ n© 0111■■■■■E■d 1111000 ME ■1 1 1■OMMEME1 SEC. A -A \NATURAL CHANNEL �1 2 1°0' O O rNIO )C) O BERM AS REQUIRED C-1i TO SUPPORT RIPRAP SEC. B—B EXCAVATE TO THIS LINE BACKFILL W/ RIPRAP �1 2 :I r O� BERM AS REQUIRED 1.0, TO SUPPORT RIPRAP EXCAVATE TO THIS LINE SEC. C—C BACKFILL W/ RIPRAP Wo 2 oho O: AS 1.0" TTORSUPPORTQUIRED RIPRAP SEC. D—D r 740 1 -fem I 720 1 710 1 700 1 .:. STORMD'AIN A - B STORM DR i STORM DRAIN PROFILES. PROFILE SCALES: (H) 1"=50' (V) 1"=10' z liliD Le Q 740 1 1 7 1 740 X O �w 730 QO� 730 _ N o m x e e e U ti J z0Q 720 - _ 0 t 720 - _ - - U WWW N M o wr CA aflVd> ui r SR2 W�0 co f 710 _ q 0»_ ` ��0 l- 710 _ _ - W W \C. RDE -RADE > d o Wo > FI IS E W 700 MW 700 >($D 1 WFw U _ _ ry 690 O 3/ » » » V5 V! :D z 0 a '0^^ F3 inV/ 680 Z L 0 680 1+ 1 1 1 1— a� 0O 3 .. �F_w 'T z<I= 670 ++ ++ i FF 717T_T__FTj_T1 I L + I 670 I 0 %V _r0 3T045TV3V+VV 31 TVV 32T 00 Jj VV 34+00 35+00 3+I V38+OV J VV 4VTVV VTVV +01 V 46T0V I O A O p O M rl aV Ci a O A < < C�2 ., O A a {0 M--� td EO., .� N � O O eo O O ., .� CQ Ir-r A co 0 �0 C\2 � p •�o O � ® CQ I Z 0 0¢ tV 'Un V J W z U C 0 S G CY- Ld Ld Q F- Z) 0 U W U Y z W 0 0:: Li, O z O O N _ O O A cL W (n CV V O b b � y O D C� OD a a, a� S•r ,� a A A U d w I O Q ry n w I- Q J I- :: S K C31 WATER LINE PROFILE 50' 25' 0 50' 100' PROFILE HORIZ. SCALE: 1" = 50'-0" A ACRE AB ANCHOR BOLT, ADDITIVE BID ITEM ABV ABOVE AC AIR CONDITIONING, ASBESTOS CEMENT, ASPHALTIC CONCRETE ACSR ALUMINUM CONDUCTOR STEEL REINFORCED ACST ACOUSTIC AD AREA DRAIN ADH ADHESIVE ADJ ADJUSTABLE, ADJACENT AL ALUMINUM ALT ALTERNATE AMP,A AMPERE AMP ACRYLIC MODIFIED POLYESTER ANC ANCHOR ANOD ANODIZED AP ACCESS PANEL APPROX APPROXIMATE ARCH ARCHITECTURAL ARD ACOUSTICAL ROOF DECK ARR ARRESTOR ASPH ASPHALT ATC ACOUSTICAL TILE CEILING AUX AUXILIARY AWG AMERICAN WIRE GAGE AV AIR VENT B BOTTOM, BATH BBD BASEBOARD DIFFUSER BD BOARD BHP BRAKE HORSEPOWER BLDG BUILDING BLK BLOCK BLW BELOW BM BEAM, BENCH MARK BOT BOTTOM BP BASE PLATE OR BOTTOM REGISTER BRG- BEARING BSMT BASEMENT BTU BRITISH THERMAL UNIT BTU/HR BRITISH THERMAL UNIT/HOUR BTWN BETWEEN (L CEN7ERUN1E CAB. CABINET CAP. CAPACITY CC CENTER TO CENTER, COOLING COIL CD CEILING DIFFUSER C&G CURB & GUTTER CEM CEMENT CER CERAMIC CFM CUBIC FEET PER MINUTE CFH CUBIC FEET PER HOUR CHNL CHANNEL CI CAST IRON CIP CAST IRON PIPE CIR CIRCULATING CJ CONTROL JOINT, CONTRACTION JOINT CKT CIRCUIT CL CLEAR, CLOSET CLG CEILING CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CMU CONCRETE MASONRY UNITS CND,C CONDUIT CNDS CONDENSATE CNTR COUNTER CORR CORRIDOR CO CLEANOUT/COMPANY CODP CLEANOUT W/ DECK PLUG COL COLUMN COMP COMPRESSIBLE/COMPRESSION CONC CONCRETE CONC—S CONCRETE, STEEL TROWELED & SEALED COND CONDUCTOR CONN CONNECTION CONST CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTION CONV CONVERTER COORD COORDINATE COP. COEFFICIENT OF PERFORMANCE CP NONREINF^RCED CONCRETE PIPE NEW CHOO COUNTY1 STATE PROJECT NO, 34111111111111111111111127 FREDERICK COUNTY, VIRGINIA CPT CARPET CR CEILING REGISTER CRS CORROSION RESISTANT/COURSES CSK COUNTER SUNK CT CERAMIC TILE, CURRENT TRANSFORMER CTR CENTER CU CONDENSING UNIT, COPPER CW COLD WATER CWB CAPILLARY WATER BARRIER D DEPTH, DEEP, DEGREE OF CURVATURE, DRAIN DB DRY BULB, DECIBEL, DIRECT BURIAL DEMO DEMOLITION DET DETAIL DH DRILL HOLE DIA DIAMETER DIM DIMENSION DIST DISTANCE ON DOWN DL DEAD LOAD DMPR DAMPER ON DOWN DO. DITTO DS DOWNSPOUT DV DRAIN VALVE DW DRYWALL, DISHWASHER DWD DRINKING WATER DISr'EN—FR DWG DRAWING E EAST EA EACH E.A.T. ENTERING AIR TEMPERATURE EC EMPTY CONDUIT EER ENERGY EFFICIENCY RATIO EFF EFFICIENCY EIFS EXTERIOR INSULATION i ;NVS'.i SYSTFY EL ELEVATION (FL EL 57:vb ELEC ELECTRIC ELEV ELEVATION (BLDG EI.EVA 'a EMER EMERGENCY EMT ELECTRICAL METALLIC ENT ENTERING EP EPDXY, EDGE OF PAVEt.RNT EPDM ETHYLENE PROPYLENE. id„_`:" MUHOMER EQ EQUAL EQUIP EQUIPMENT EVAP EVAPORATIVE EW EACH WAY EWC ELECTRIC WATER COOLER EXH EXHAUST EXIST EXISTING EXP EXPANSION, EXPOSER EXP JT EXPANSION JOINT EXT EXTERIOR 4 WAY FOUR WAY F FAHRENHEIT. FIRE,. FAIT FC FACE OF CURB FD FLOOR 'DRAIN, FIRE DR PBR, FLOOR DIFFUSER FON FOUNDATION FOR FEEDER FFE FINISHED FLOOR ELEYA.TION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIG. FIGURE FIN. FINISH FIX. FIXTURE FJ FELT JOINT FL FLOOR, FLASHING FLEX FLEXIBLE FLUOR FLUORESCENT FPH FROST PROOF HYDRANT FPM FEET PER MINUTE FIR FROM FRGP FIBERGLASS REINFORCED GYPSUM PANEL FRTW FIRE RETARDANT TREATED WOOD FRZR FREEZER FS FULL SIZE, FAR SIDE FT FOOT, FEET, FLOOR TILE FTG FOOTING FURN FURNANCE FLIT FUTURE 'itfiver, Webb, Pa g 17 I 0 0 0 G GA GALV GFCI GL GLE GPM GR GIRD GSU GW GWB GYP H,HGT HB HC HD HOW HID HM HQRIZ HP HR HS HTR HV HVY HW HWL HZ ID IN. INSUL INT INV ILO JB JC JCT JST JT KCP KIT KO KV KVA KW LL) LA LAB LAV LBS LL LLH LLV LOC LT LVR LVG LTW MACH MAS MATL M AX MBH MC MD MECH MET as & Rhudy, Inc. Plaza One Building E Tel: (540) 552-2151 e-mail: owpr@owpr.com A B B R E V I A T 1 0 N S GAS GAGE GALVANIZED GOVERNMENT FURNISHED CONTRACTOR INSTALLED GLASS GLOSS ENAMEL GALLONS PER MINUTE GRADE GROUND GLAZED STRUCTURAL UNIT GROUND WATER GYPSUM WALLBOARD GYPSUM HEIGHT HOSE BIBB HANDICAP, HORIZONTAL CROSS — CONNECT (TELECOMMUNICATIONS) HARD DRAWN, HEAVY DUTY HARDWARE HIGH INTENSITY DISCHARGE HOLLOW METAL HORIZONTAL HORSEPOWER, HIGH POINT HOUR HIGH STRENGTH HEATER HIGH VOLTAGE HEAVY HOT WATER, HEADWALL HIGH WATER LEVEL HERTZ INSIDE DIAMETER INCH INSULATION, INSULATED INTERIOR INVERT IN LIEU OF JUNCTION BOX JANITOR CLOSET JUNCTION JOIST JOINT KEENE'S CEMENT PLASTER KITCHEN KNOCK OUT KILOVOLT KILOVOLT —AMPERE KILOWATT LEFT LENGTH, LENGTH OF CURVE LIGHTNING ARRESTOR LABORATORY LAVATORY POUNDS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LOCATION LIGHT LOUVER LEAVING LIGHT WEIGHT MACHINE MASONRY MATERIAL MAXIMUM THOUSAND BTU PER HOUR MAIN CROSS —CONNECT (TELECOMMUNICATIONS) MANUAL DAMPER MECHANICAL METAL VICINITY MAP OT 313 STER WINCHESTER REGIONAL AIRPORT n ROOD DR LPROJECT LOCA ION ACCESS FROM LAURELWO DR r— -_'�'?ARPNS ., _ MFGR MANUFACTURER RGH ROUGH V VENT, VOLT, VALVE, VINYL MH MANHOLE, MOUNTING HEIGHT RL RAIN LEADER, REFRIGERANT LIQUID, V ASB VINYL ASBESTOS MIN MINIMUM, MINUTE ROOF LADDER VAC VACUUM MISC MISCELLANEOUS RM ROOM VB VINYL BASE MO MOTOR OPERATED, MASONRY OPENING RNG RANGE VC VITRIFIED CLAY MOH MASONRY OPENING HEIGHT RO ROUGH OPENING VCP VITRIFIED CLAY PIPE MOW. MASONRY OPENING WIDTH RPM REVOLUTIONS PER MINUTE VCT VINYL COMPOSITION TILE MP MEDIUM PRESSURE RS REFRIGERANT SUCTION, ROOF SCUPPER VENT. VENTILATING VERT VERTICAL VEST. VESTIBULE N NORTH S SOUTH VOL VOLUMN NC NON CORROSIVE SAN SANITARY SEWER VS VENT STACK NDC NOSE DOWN CURB SATC SUSPENDED ACOUSTICAL TILE CEILING VTR VENT THRU ROOF NEUT NEUTRAL SC SCHEDULE VWC VINYL WALL COVERING NIC NOT IN CONTRACT SCH SPECIAL COATING, ACRYLIC NO. NUMBER SO SPUTTER DAMPER, STORM DRAIN NOM NOMINAL SECT SECTION W WIDTH, WASTE, WATER, NTS NOT TO SCALE SFC8 SPLIT FACE CONCRETE BLOCK WATT, WEST SGFT STRUCTURAL GLAZED FACING TILE WA WAINSCOT SERV SERVICE W/ NTH CA OUTSIDE AIR SF SQUARE FEET, SQUARE FOOTAGE y/0 IT UT OC ON CENTER SGE SEMI —GLOSS ENAMEL BULB OD OUTSIDE DIAMETER SH SHEET WC WATER CLOSET OFCI OWNER FURNISHED SIM SIMILAR WG WATER GAGE CONTRACTOR INSTALLED SKCP SUSPENDED KEENE'S CEMENT PLASTER WD WOOD, WIDE OPNG OPENING SL SLOPE WH WATER HEATER OPP OPPOSITE SMH SANITARY MANHOLE WL WATER LEVEL OPT OPTION SP STATIC PRESSURE, SINGLE POLE WP WATERPROOF, WEATHERPROOF OSD OPEN SITE DRAIN SPC SUSPENDED PLASTER CEILING WS WASTE STACK, WATER SURFACE, OH,OVHD OVERHEAD SPOT .SINGLE POLE, DOUBLE THROW WATERSTOP SPEC SPECIFICATION WSHR WASHER SPST SINGLE POLE, SINGLE THROW WT WEIGHT, WALL TILE P PIPE, PAINT, PAINTED SQ SQUARE WWF WELDED WIRE FABRIC PAF POWER ACTUATED FASTENER SS SANITARY SEWER PTN PART17ION SST STAINLESS STEEL PB PULL BOX, PUSH BUTTON ST STREAM, SINGLE THROW, STREET, STEAM YD YARD PH PHASE STA STATION - PI POINT OF INTERSECTION STD STANDARD - PIV POST INDICATOR VALVE STL STEEL X—STR EXTRA STRENGTH PJF PREFORMED JOINT FILLER STOR STORAGE -' PL PLATE, PLASTIC LAMINATE :_T STRUCTURE XFMR TRANSFORMER PLAS PLASTER SLIP SUPPORT PLUMB PLUMBING SUSP SUSPENDED PLYWD PLYWOOD SW SWITCH 2.1 PNL PANEL SWBD SWITCHBOARD SLOPE 2 HORIZONTAL TO 1 VERTICAL PREFAB PREFABRICATED SWGR SWITCHGEAR PREFIN PREFINISHED SYS SYSTEM PRELIM PRELIMINARY T ON 2 PRESS. PRESSURE SLOPE 1 VERTICAL ON 2 HORIZONTAL PRIM PRIMARY T TILE, TOP, TANGENT, THICKNESS PRV PRESSURE RELIEF VALVE TB TEST BORING PS PULL SWITCH T&B TOP AND BOTTOM _ PSF POUNDS PER SQUARE FOOT TC TOP OF CURB 1 IPH SINGLE PHASE ' PSI POUNDS PER SQUARE INCH TEL TELEPHONE WAYTHREE WAY PT POINT, POINT OF TANGENT, TEMP TEMPERATURE, TEMPORARY 3/C THREE CONDUCTOR PRESSURE TREATED TERM. TERMINAL /P THREE POLE PUF POLYURETHANE FOAM TERR TERRAZZO 33 PVC POINT OF VERTICAL CURVE, TH TOTAL HEAD (PUMPS) 0 ABOUT, AT POLY VINYL CHLORIDE THRSLD THRESHOLD IL DEFLECTION ANGLE PIA POINT OF VERTICAL INTERSECTION TO. TELECOMMUNICATIONS OUTLET AND PVT POINT OF VERTICAL TANGENT TOM. TOP OF MASONRY & & PERCENT TEST PIT% 't &P TEMPERATURE & PRESSURE 0 PHASE, ROUND QT QUARRY TILE V, TOP REGISTER TRD THREAD, THREADED DEGREE TS TOP OF STEEL, TOP OF SLAB, TUBULAR STEEL R RIGHT, RADIUS, RISER TV TELEVISION RIGHT OF WAY TW TOP OF WALL RA RETURN AIR TYP TYPICAL RAD RADIUS THERMAL EXPANSION RBR RUBBER RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN, ROAD UG UNDERGROUND RECP RECEPTACLE UH UNIT HEATER RED. REDUCING UON UNLESS OTHERWISE NOTED REFL REFLECTIVE U/S UNDERSIDE REFR REFRIGERATOR UPS UNINTERRUPTIBLE POWER SUPPLY REG REGULATOR, REGISTER UR URINAL REINF REINFORCEMENT UTS UNSHIELDED TWISTED PAIR READ REQUIRED REV REVISION RF ROOF, ROOF FAN RG RETURN GRILLE RH ROOF HATCH SYM®O0 MATERIAL INDICATIONS • BUILDING SECTION NUMBER EARTH V (A) L U M E ONE a * SHT # WHERE SECTION IS FOUND SHT # WHERE SECTION IS CUT GRAVEL ELEVATION LETTER TH EIF v, REVISIONS ®ATE + TH * * SHT # WHERE ELEVATION IS FOUND CONCRETE'S �P� e �QO 11 JULY 03 SHT # WHERE ELEVATION IS CUT 1oC� l✓ d✓�dlp, �2 NO. DATE MORTAR OR GROUT TODD D. PO ' " MBLER W. BB, A. y DETAIL LETTER 4 COMMCERTIFICATE No. ® CERTIFICATE No. CNO. * a SHT #WHERE DETAIL IS FOUND G,�7777T�i BRICK 2� t� 4088 SHT #WHERE DETAIL IS CUT F�/ll/1!� 0125 • ROOM NAME CMU pNAI ® ..,® �- ROOM NUMBER .SET NO. O WINDOW TYPE PLYWOOD ® DOOR NUMBER uM FINISH WOOD O TOILET ACCESSORY ITEM ♦ vl ♦ vl ROUGH CARPENTRY ♦ PHILI PAP ® !X U. RhµJAk TWEET NO. FRAME TYPE LETTER ® No. 4 3079 ® No. �,0 �* CABT 1INET ELEVATION NUMBER ® BAIT INSUL ti� Vt EQUIPMENT TYPE RIGID INSULATION „ rsY. V N �L 100 11 30.14' 1 t I 11 �l i' 1i r J "CONC WALK" ISLAND AROUND FUEL BLDG AND FUEL TANK- COORDINATE TABLE Number N6rthln Eastln Full Oesc 100 7093674.07 11582367.68 PROP COR 101 70925026M1 11583411.47 PROP COR 102 7092292.68 11582664.11 PROP COR 103 7093074.26 11582540.28 BLDG COR 104 7092916.44 11582676.13 .. BLDG CDR 105 7092837.18 11582771.06 BLDG COR 106 7092578.01 11582794.36 BLDG COR 107 7092483.08 11582715.1 BLDG COR 108 1 7092459.78 11582455.931 BLDG COR 109 1 7092539.04 11582361 BLDG COR 110 1 7092698.69 11582385.08 BLDGCOR 111 1 7092852.96 11582226.83 BLDG COR 112 1 7092966.5 11582216.63 BLDG COR 113 1 7092811.9 11582374.89 BLDG COR 114 1 7093449.14 11582394.08 TRACK, RAD PT 115 1 7093254.92 11582626.71 TRACK, RAD PT 116 1 7093251,76 11562826.71 PAVED PLAY 117 1 7093174.85 111582918.82 PAVED PLAY 118 7093005.98 11582777.82 PAVED PLAY 119 7093082.89 11582685,71 PAVED PLAY 120 7093071.26 11583000.55 SOFTBALL RAD PT 121 7092864.9 11582961.59 SOFTBALL, RAD CL 122 7092860.74 11583248.23 SOCCER CL 123 7092624.01 11582901.3 SOCCER CL 124 7092631.94 11581542.86 CENTERLINE 125 7092838.38 11581640.52 CENTERLINE 126 7092962.99 11581743.15 CENTERLINE 127 7093098.11 11581854.44 CENTERLINE 128 7093208.71 11581945.53 CENTERLINE 129 7093034.64 11581982.23 CENTERLINE 130 7093060.93 11582317.59 CENTERLINE 131 7092976.27 11582325.2 CENTERLINE 132 7092700.42 11582003.791 CENTERLINE 133 709255OA8 11581980.721 CENTERLINE 134 7092524.15 11582051.85 CENTERLINE 135 1 7093124.02 11582326.98 CENTERLINE 136 7093201.89 11582042.88 EP 137 7093218.55 11582228.12 EP 138 7093018.79 11582184.01 EP 139 7092850.65 11582199.12 FC 140 7092761.32 11582255.29 RAD PT 141 7092617.08 11582303.72 RAD PT 142 7092919.87 11582142.7 INT 143 7092856.13 11582148.43 FC 144 7092792.39 11582154.16 INT 145 7092728.65 11582159.89 FC 146 7092716.13 11582020.69 FC 147 7092972.33 11582011.47 EP 148 7092988.84 11582172.82 EP 149 7092586.81 11582011,74 RAD PT 150 7092680.82 11582297,99 FC 151 7092527.05 11582017.11 FC/EP 152 7092777.23 11579882,95 CENTERLINE 153 7092548.06 11581779.59 CENTERLINE 154 7092534,19 11581773.87 RAD PT 155 7093227.78 11581922.37 RAD PT 156 7093110.78 11582257.89 RAD PT 157 7093091.5 11582043.51 RAD PT 158 7093158.65 11582318.63 EP 159 7093179.08 11582294.15 EP 160 7093E '46 11582964 RAD PT 161 7093147.92 11582918.54 RAD PT 162 7092895.03 11583054.35 SECTOR CL IF 7093 111.2904.831 SECTOR CL - - - - - - - - - - - - - - - - - - - -� .2 g (2) FIRE LANE WELL #1 (1 PER SIDE OF (BY OWNER) (2) (2)�+ OVABLE BUS FUELING AREA BOLLARDS SET 00' APART-� -REMOVE TREES WITHIN 5 I INTERIOR OF SITE- 101 22 -7 10, �\^ TREELINE ALONG EXTERIOR PROPERTY LINES SHALL SEE SEE DETAIL ON SH ------------------------ i��-"-12000 717 1 '----- � 1 g 61 11 $ YEb L Y AREA ; $ ` 0 R - i 6 SOF LL FIELD ~ N / OC .TYP ; N MATERIAL (4" DEEP); I TOPSOIL (8" DEED) . �120.3g� 1 120.00' 118 CHAINLINK ASKETBALL GOAL (TYP OF 8); INSTALL SOFTBALL B t = 8+ 7 PER MANUFACTURER'S INSTRUCTIONS T + 8 32 IN PT tam . 26+76.57 103or �" \ WELL (BY OWN I \ SH C1.7 FOR \ A \ GN A "SERVICE ENTRANCE '.0 '2O G-2 fi'R,•150 OND DRIVE" TYP SECTION 2 {2) FIAMPS; i m t CG-2 TYPE 1 / 80.00' I y0Q 1 ?d. PVMT 1 ��'!✓ 41 CG-2 SFRONT ETBACK 1J h - ?A�` \\\✓ // ti ,. 2R Y ( ;": 15:i .,�L �/'�,%/i�i // / 102 �" B ' __. _ ...._ .._ .___ _. OF FIRE LANE ' I 2" HIGH x 144" LONG J f � yg FLUS AVF,MEW SCHOOL IDENTIFICATIQN--- x'W , SIGN ON (2) $UPP-ORTS REMOVE FENCELINES AND 1 1 i TREES WITHIN INTERIOR OF THE SITE W 1 UI too. ;0 FUTURE fr" .-�- -" ,...-• PAVEMENT „ 7. 154 I \ � ' IMIT OF DEDICATED RIGHT-OF-WAY I� 0� 124� ✓ j �":' " � i p✓ . EMOVE FENCELINE AND TREES AS NECESSARY FOR GRADING WORK f SEE SHEETS C1.5 AND C1.6 FOR "ACCESS ROAD" PLAN AND PROFILE; SEE SHEET C17 FOR TYP SECTION "� J `--FUTURE J �J PAVEMENT r = "" PAVEMENT CENTERLINE LINE TABLE LINE LENGTH BEARING L4 199.95 N84 7'5 " L5 747.70 S84 , . PAVEMENT CENTERLINE CURVE TABLE L6 36.69 Ni 4 L7 4 N CURVE DELTA ANGLE CHORD LENGTH CHORD DIRECTION ARC LENGTH RADIUS TANGENT lb 445.665,86 9'43' 1'E 0*55'10" 22.51 4.40'41"E 22.64 62.00 11,45 L9 293.52 N 4 1'44"E Ct 1'01' 1" 240.10 "W 240.47 1250.60 120.61 L10 62.07 1' 7 L71 6&37 1Y C2 1 413 734.89 N76'03 36 W 737.58 2500.00 371.48 u2 130s2 a 'aa' C3 5'40'O6" 179.93 6'38' "W 2 28 161.4 4 405.00 92.27 LI 31 49.00 1 ' C4 45'24' " 37,05 7226'04"E 38.04 44100 20.08 L14 62.95 S84*51'4rW cs 41'10" 100.54 N 101.09 260.00 51.10 05 200.00 05 8'17'E us 166.00 S54.51'44' C7 45'33'4 " 143.27 7*0" 147.11 18500 77.69 L17 211.13 bW16'E ce 90,00,00" 38.18 S39'51'44"W 42.41 27.00 27.DO ue 26.15 •31'27' 09 33*28'14" 117.84 S671'35"E 119.53 204.61 61.52 us 296.82 N a l'42' C10 11'08'36" 39.73 SB •34'DO"E 39.79 204,61 19.96 L20 85.00 N0 b8' 6 L21 N' C11 90,00'00" 77.78 N50'08'16"W 86.39 55.00 55.00 L2x 2 15.24 4, N84 1,4E C12 78'51'26" 69.86 S4526'01"W 75.70 55.00 45.22 L23 Z96 6298 '1 'W C13 22'19'52' 41.63 S8358'11"E 41.90 107.50 21.22 L24 375.82 S 2' i ' C14 135*00*10" 183.55 N17'21'49"E 234.05 99.33 239.83 L25 307.17 N84'5' 4' L2a 1.90 N b ' 7•W C15 90,00,00" 194.45 S05'OB'117"E 215.98 137.50 137.50 L27 19.16 N 'S ' C18 88'S9'48" 81.33 N05'O8'V1"W 90.33 57.51 57.50 L28 352.9s N 32"W C17 44'59'44" 36.35 N72' "W 37.30 azs6 19.67 .9 167.17 4.1' ' SOCCER FIELD / REMOVE TREES WITHIN LIMITS OF GRADING WORK EXISTING TREELINE ALONG EXTERIOR PROPERTY LINES SHALL REMAIN EXCEPT WHERE THEIR REMOVAL IS NECESSARY FOR GRADING WORK v r ::. 0 r•4 U i�l bA N b� � � S a"0 �a q � E- -Ld I P. d In Q Z J 0 s O� n CV U U') LLJ zz C w n a _ o U S ; Y LLJ Z � LLt 6 w L, DIMENSIONAL PLAN NOTES o MO z 1. SEE ARCHITECTURAL SHEETS FOR BUILDING DIMENSIONS. to d N m � 2:. ALL DIMENSIONS SHOWN ARE TO FACE OF BUILDING, FACE 0 ca OF CURB, EDGE OF PAVEMENT, AND PERPENDICULAR TO 0 v PROPERTY LINES. 3i. ALL PARKING LOT AND SIDEWALK RADII SHALL BE 5 FEET ! UNLESS OTHERWISE NOTED. 4.. PARKING SPACES SHALL BE 9'X20', UNLESS OTHERWISE a a; NOTED, AND SHALL BE SEPARATED BY 4 INCH WIDE PAINTED LINES. � y d 6. ALL EXTERIOR CONCRETE ENTRY PADS, PATIOS, PORCHES e0o AND SIDEWALKS SHALL BE 4 INCHES THICK, 4000 PSI AIR m a ENTRAINED CONCRETE, REINFORCED WITH FIBROUS A A v REINFORCING. CONCRETE SHALL BE PLACED OVER A 4 INCH LAYER OF COMPACTED VDOT TYPE #57 AGGREGATE. 7. CONCRETE PAD AT LOADING DOCK SHALL BE 6 INCHES THICK, 4000 PSI AIR ENTRAINED CONCRETE, REINFORCED WITH #5 BARS O 12 EW; PLACE BARS AT MID -DEPTH OF CONCRETE SLAB. CONCRETE SHALL BE PLACED OVER A 6 INCH LAYER OF COMPACTED VDOT TYPE 21A Z AGGREGATE. !� 13. ALL PADS SUPPORTING MECHANICAL OR ELECTRICAL J EQUIPMENT SHALL BE 10' THICK PLACED ON 4" OF COMPACTED VDOT TYPE 21A AGGREGATE. PADS SHALL EXTEND 6" ABOVE GRADE OR 4" ABOVE PAVEMENT AND J 6" BEYOND EQUIPMENT IN EACH DIRECTION AND SHALL BE Q 0 REINFORCED WITH #4 BARS O 12' EW, PLACED 6" CLEAR z FROM TOP OF SLAB. M 9. COORDINATE EXACT SIZE AND LOCATION OF MECHANICAL O AND ELECTRICAL EQUIPMENT PADS WITH EQUIPMENT V) LLJ FURNISHED. Z Q 11). PLEASE REFER TO SITE UTILITY PLAN (SHEET C2.1) FOR LL.I LOCATIONS OF DESIGNATED FIRE LANE AREAS. �2 m 11. WHERE INDICATED PROVIDE A PAIR OF 6- LONG EXPOSED AGGREGATE CONCRETE RAMPS. BOTH THE WALK (FULL WIDTH) AND THE TOP OF CURB SHALL DROP DOWN ALONG THE RAMP LLJ TO BE FLUSH WITH THE PAVEMENT SURFACE, TOP OF CURB �-- AND CONCRETE WALK SHALL REMAIN FLUSH WITH PAVEMENT N IN BETWEEN THE (2) RAMPS. 12. TWO NEW WELLS ARE INDICATED ON THE SITE PLAN; THESE WELLS SHALL BE DRILLED AND DEVELOPED BY THE OWNER. BOTH WELLS ARE INTENDED TO ULTIMATELY SERVE IRRIGATION PURPOSES; HOWEVER, ONE OF THE WELL SHALL BE DEVELOPED BY THE OWNER SO AS TO PROVIDE AN ON -SITE WATER SUPPLY FOR USE DURING CONSTRUCTION. 50' 25' 0 50' 100' C 1 e 1 1" = 50'-0" ,N\X All, DGE DRAIN TRACKMIDPOINT: IN LIN CATCH INV OUT ASIN" 711.54 37C N 10 DO' O START - 7011.12 OF E AL POS� FIELD A PO 114 $ FOOTBALI FIELD 11 (170' z 370') AC .7 ONC CU AROUN SAND IT 6` 1 K 1 " E P 5' YY.00 10.30' 11.95'TO q. CROWN OF FIELD . ENAS CH ASPHALT GRASS ��GRAS w i3, z2.009 GRADE CONTINUES UPI SEE GRADING PLAN �! CROWN OF FOOTBALL FIELD FOR GRADING BEYOND 1. 1.0% 2. 111 5' WIDE "BENCH" AREA �, 2.00% •'i 2.00% �r •My1 "W DEEP RECESSED THROWING CIRCLE CAST INTO CONCRETE PAD ref o I.1p I '$ I o 0 oo, \\ Jel 0 UT IX BOARD SHALL BE 4" HIGH, 415" NA AND-4',LONG (AS MEASURED I lALONG ED OF THROVANG CIRCLE); TOE 3 a 0 j I ClOARD SHA E WHITE-RQLYETHYLENE ANI S ALL BE FIRM BOLTED TO.CONCRETE PI N W � o � U N I I I I I I I i I I i � \ 3 > i I I I I \ -� env I1�V I 1'HV UG I HIL � SCALE: 1" = 5' HORIZ. SCALE: 1: = 1 DISCUS PAD SHALL HAVE THE SAME CONSTRUCTION AS THE "SIDEWALK" DETAIL ON SHEET C1.3 10' HIGH CHAINLINK FENCE AGE AROUND BACK AND SIDES OF DISCUS THROWING PAD 160 v \ \ Q 1\ SCALE: 1" = 5 TRACK FIELD & FOOTBALL DETAILED DIMENSIONS 20' 5' 0 20' 40' 1" = 20'-0" m to 6 L (2) FIRE LANE.IGNS WELL�(1 PER SIDE OF NE) (BY OWNER) f. (2) AMOVABLE 9 IBOLLARDS SET ELING AREA 5.00' APART y I (3, / 30 RS / 1'3 cd; ASKEiBALL GOAL (TYP OF 8); 4 v" PER MANUFACTURER'S INSTRUC j� ._ .� ..... Zo !/ /""--SEE ENLARGED DIMENSIONAL PLAN OF LOADING / SERVICE AREA ON / PLAN SHEET C1.2 PROPOSED MIDDLE SCHOOL BUILDIN HC PARKING SIGN 50' 25' 0 50' 100' 1" = 50'-0" 1" = 20'-0" 20' 40' Q Z J 5 o O 2 N U M LLJ z J 0 Q 0 a z 0 3 F 0 � Y Ld z o w V) z C Q x 0 Q Z LcL1 0� L N U 0 LLJ Q LLJ < CD 10 a 1" DEEP ROUTE 6°-11'°) I^ i" SPACE TO TOP OF SIGN TYPICAL I SIGN PANEL(S) I I I I � I -------- 12"0 2" PRESSURE TREATED POST SLOPE CONIC UP 1" J{_ TOWARDS POST TO DRAIN WATER AWAY FINAL GRADE 0'-0" 4"O POST Ht—CONTINUE BA KFILLED W/ POST AND CONCRETE DOWN 36" BELOW FINAL GRADE WOODEN MONUMENT —TYPE SIGN DETAIL NO SCALE WOODEN MONUMENT -TYPE SIGN; SEE DETAIL ON THIS SHEET PARKING 1 METAL SIGN - CHARACTERS ® AND BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE SURFACE MAXNUM m iPFNP1tt -?�-PENALTY SIGN BELOW it I IGS20-37.6 (MTL) VAN {+- VAN ACCESSIBLE SIGN or ACCESA9tf MOUNTED BELOW SYMBOL SIGN 4'-0` (AT VAN SPACE ONLY) ! I I NOTE: 1, FABRICATE SIGN PANELS OF 16 ga. ALUM. 2. USE NON -CORROSIVE HARDWARE FOR ATTACHING SIGN TO POST. HC PARKING SIGN NO SCALE LT DRAINAGE CHANNEL SIGN LEGEND -� HC SIGN PANELBOARD SIGN RED WITH 1/2" STOP WHITE BORDER _1" EACH SIDE OF OCTAGON SIGN A NO SCALE BUSES ONLY SIGN B NO SCALE VISITORS SIGN C NO SCALE ,r SERVICE AREA SIGN D NO SCALE WOODEN MONUMENT - TYPE SIGN; SEE DETAIL ON THIS SHEET 10" i I i FIRE t"-METAL FIRE LANE SIGN - LANE BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER NON -GLARE SURFACE i NOTE: 1. FABRICATE SIGN PANELS OF 16 go. ALUM. 2, USE NON -CORROSIVE HARDWARE FOR ATTACHING SIGN TO POST. FIRE LA SIGN NO SCAT 426 SLOTTED GRATE: ELEV=713.37 DCKING DEVICE CONCRETE ENCASEMENT 4" MIN i U Z O �N1= z n z 2 zcr EDGE DRAIN ALONG INSIDE TRACK EDGE NO SCALE TYPICAL SOIL SECTIONS PER SPECIFICATIONS PAVEMENT/CONCRETE PLAY FIELD AREA SOIL SECTION LAWN/YARD AREA SOIL SECTION AREA SOIL SECTION FINISHED GRADE ELEV FINISHED GRADE ELEV �i� �f VU' FINISHED GRADE ELEV 4" LIFT (LOOSE) 12" TOPSOIL�`- 'E 6" LIF' T N lh` MAX PARTICLE SIZE (COMPACTED)'; I o SUBGRADE ELEV PIPE 1 1/2 STD RAILING I 1'-0" NOTE: j� SEE SITE PLAN FOR � NUMBER OF RISERS. o III I _� N FACE OF TREAD AND � OF PIPE RAILING NOTES: 1. THESE TYPICAL SECTIONS ARE SIMPLY AN ILLUSTRATION OF THE SATISFACTORY SOIL MATERIALS AS SPECIFIED AND DEFINED IN PROJECT �i SPECIFICATION SECTION 02200-EARTHWORK, PARAGRAPH 2A. THE CONTRACTOR SHALL READ THE SPECIFICATIONS FOR EXACT DEFINITIONS AND DIRECTIONS REGARDING EARTHWORK MATERIALS AND EXECUTION. i 2. ON THIS PROJECT, THE PLAY FIELD AREAS ARE SPECIFICALLY (1) THE ENTIRE AREA INSIDE THE RUNNING TRACK, (2) THE ENTIRE SOFTBALL FIELD AREA (INCLUDING DIMENSIONED 'SIDELINE' AREAS), AND (3) THE ENTIRE SOCCER FIELD AREA (INCLUDING DIMENSIONED 'SIDELINE' AREAS). 3. WITHIN THE AREA DELINEATED ON THE PLANS INSIDE THE SOFTBALL PLAY FIELD AREA, THE FINAL 4" LOOSE LIFT OF TOPSOIL SHALL BE REPLACED WITH INFIELD COVER MATERIAL ACCORDING TO PROJECT SPECIFICATIONS. ALL SOFTBALL PLAY FIELD AREA OUTSIDE THIS SPECIFICALLY DELINEATED AREA SHALL RECEIVE THE FINAL 4" LOOSE LIFT OF TOPSOIL PER PROJECT SPECIFICATIONS. 1._0„ 1r_OPr 0 T FACE OF 04 \ TREAD \ I I CHEEKWALL N #4010" E.W. 0 s 0/\< SECTION VIEW ELEVATION VIEW EXTERIOR CONIC. STAIRS 3/4"=1'-0" STL TROWEL FIN a SEALED CONIC 6"0 SCH 40 STL PIPE W/ CONC FILL (PAINT) z 4" 5'-0" 5'-0" 6'-0" 16'-0" BOLT LOCK 4" SCH 40 STEEL PIPE 2" SCH 40 STEEL PIPE 77 N n 0 z0 _ a 30'-0" ASPHALT PAVEMENT I N io 'o i� �� .. a I \ EACH PIPE GATE SHALL ALSO INCLUDE (2) PIPE BOLLARDS INSTALLED SO AS TO STOP AND CATCH THE PIPE GATES IN CONIC FOOTING 2'_0� THEIR FULLY OPEN POSITION. PIPE GATE ELEVATION NO SCALE ULING NALL WALK SLOPE CONCRETE a TOP I LOCKING EYE BOLTS ON REMOVABLE BOLLARD COMPRESSIBLE AND PIPE SLEEVE; PADLOCK JOINT FILLER vT TO BE PROVIDED BY OWNER STEEL PIPE SLEEVE W/ N INSIDE DIA It" LARGER THAN n aw OUTSIDE CIA OF PIPE BOLLARD y N a� z 1'-6" i� CONC REMOVABLE PIPE BOLLARD DETAIL NO SCALE MODIFY TO ACCOMMODATE STEPS WHEN REQUIRED NDrzs: YEwCI sue SIZE WrtN TAa DRAwwG PRIDA TO cONSrRUC110N. � O —� ( CONCRETE SLAB SHALL � SEi __._. � —'� rRUE AND LEVFL jQ—Q" AMZ`COwPRE'rE NAXE . 551rF y Al S.RENGiN W- 5000 P51. i 3R WK -- -- - 6" 12 Vault Tank �l o -i m11 18 �, \ GUARD POSTS EDWLLT SPACED y�..� Dw 1Z' ALL ARWND D � 6 WAR. AMxOR pL15 tlIX. (T'P ) GWRD POSR (14-REQUIRED) EQUALLY SPACED ES REG6RR EA. WAY FOUNDATION PLAN w cEwIEaF 6' rNICN CONtIdrE SLAB. GUARD POSTS 1' RPE (OR 52E A5 RED'D. D. Br Lace .Iumsorcippl CONCRETE XLLED A, —TED YELLO'M 6' REBAR ICCW.J S IOCAEEOµ EAAR 0 12' O.C. WT 0 11' O.C. EACH EA EACX MIT .— GRADE C. E EAOSi Lw LINE As REG . E5 REM 0 I2' DD 9 ^ IS PFBAR 0 i2' O.G 12' 2' EO G ICA- CU TYPICAL ( hen Re uire ) GUARD POST CONTAINMENT 2,000 GALLON DRAWwc: SOLUTIONS VAULT TANK eoca9s DATe: A DENALI COMPANY FOUNDATION PAD 6-01-99 DRAWN BY: W. MARA FUEL TANK FOUNDATION DETAIL NO SCALE FINISH GRADE FINISHED GRADE-2�5r!`AR OF CURB ro \\ \\ D SURFACE \i 4, BASE CONCRETE FOMP SUBGRADE VDOT STANDARD 4" CURB (CG4" CURB -J ) NO SCALE THE BOTTOM OF THE CURB AND = o d GUTTER MAY BE CONSTRUCTED i� =III a PARALLEL TO THE SLOPE OF SUBSURFACE COURSES PROVIDED TiII�T A MINIMUM DEPTH OF 7" IS MAINTAINED L THIS AREA MAY BE CONCRETE TO BE AIR CONCRETE AT THE OPTION ENTRAINED, 4000 PSI OF THE CONTRACTOR VDOT COMBINATION 4" CURB AND GUTTER Q. NO SCALE 4" CONCRETE SLAB; SEE STRUCTURAL PLANS VAPOR BARRIER wtx �,�\/� ,R\ / o'-�NEW 4` POROUS FILL COMPACTED SUBGRADE BUILDING SLAB SECTION DETAIL NO SCALE 2" VDOT SM-9.5A -77 SURFACE COURSE 3" VDOT IM-19.OA INTERMEDIATE COURSE VDOI A, 1// ~COUR ET COMPACTED COMPACTED SUBGRADE TYPE 1 PAVEMENT DETAIL NO SCALE 2" VDOT SM-9.5A SURFACE MIX Q_8i--6" VDOT 21-B BASE /;\ \\\7/" COURSE (COMPACTED) COMPACTED SUBGRADE TYPE 2 PAVEMENT DETAIL NO SCALE A" R 4" AGGREGATE PROVIDE HEAVY DUTY HINGES MANUFACTURED FOR USE IN THIS TYPE OF APPLICATION. NUMBER AND TYPE OF HINGES SHALL BE SUFFICIENT TO SUPPORT GATE. 4000 psi CONIC. REINF. WITH FIBROUS REINFORCING SEE PLAN FOR WIDTH CONCRETE SIDEWALK NO SCALE FINISHED GRADE 4" FACE OF CURB 2"R 77�SURFACE \ BASE ------ CO CONCRETE, b VDOT STANDARD 6" CURB(CG-2) NO SCALE FINISH -FACE Of CURB THE BOTTOM OF THE CURB GRADE —� 4` .. R2" AND GUTTER MAY BE CONSTRUCTED PARALLEL TO III -III < THE SLOPE OF SUBSURFACE -I- -I 1O COURSES PROVIDED A -1 4 „d MINIMUM DEPTH OF 7" IS -III a THIS AREA MAY BE CONCRETE AT THE _ -= li-I�I�'rr II OPTION OF THE CONTRACTOR 6" 2'-0" 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 psi IF PRECAST. 3. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. VDOT STANDARD CURB AND GUTTER (CG-6) NO SCALE STD. VDOT CG-6 OR CG-2 (CG-6 SHOWN) EXPANSION JOINT TYP. WALK -SEE PLAN FOR WIDTH SLOPE I 1/4':1'-0"(MAX.)1 71o, iN n COMPACTED SUBGRADE —' 2-0 AGGREGATE BASE 4000 PSI CONIC. REINF. W/ FIBERMESH TYPICAL CONCRETE WALK AND CURB AND GUTTER SECTION NO SCALE 4000 PSI AIR ENTRAINED CONCRETE PAD �0,Rs 2 \\ ASPHALT PVMT AND CONIC PAD SHALL MATCH FLUSH 6" COMPACTED-1 1r-0" AGGREGATE BASE q5 ®12 EW COMPACTED SUBGRADE - CONC. LOADING AREA PAD NO SCALE Q z_ J O S O¢ n I I O LiJ z J F- Q 8 Q O } ° z O Q O � U � Y L1J 2 Z o IDJ _CIO 1Q I— W In _J V 782 M 782 7 0 780 IL y (/1 A to 77 770 m 7 N a 760 I SA =1 2 HI P T T 9 HI P T 6 1 0 75 p < A 750 546 1p T 1840, VISA=2+8 VI SA=2+92 VI 7 0 P V 717.00 - D 0. A..=-. AD. =-. a i3.57K=9.7 8 7 a a z 740 I n I m rn G W o 01:# w + m . + ,� N m •= + m 7• q l q" 730 o N N � � o -- - - - 7 p 72 - - - - C .... E Al- -- -- - - -- m ` 71 710 C� W II I A II q I II A H q I I q A I I q II 1 q 11 II A A q w W I N IA A q C� 700 9+50 10+00 w 11+00 12+00 13+DO 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 7 27+00 QI o m do 782 50' 21 0 50' too' 10' 5' o 780 7 FIRE LANE PROFILE to' 20' m� 7 III III PROFILE HORIZ. SCALE: 1" = 50'-0" PROFILE VERT. SCALE: 1" = 10'-0" A Ay w 770 770 p. L> o U N6AW Q 760 760 `w AM 1 E 1 .9 � 75 HI H PITS 6 1. 0 7 VISA=2+ 2 P -71 .3 D. _ - 404 740 7 Z J m 5 p 730 + O 7 O < Irl = N N - U M to 7 W z Q o 710 71 0: 0_ Z p < U H 11 II A N Y Z U 700 700 25+50 26+00 27+00 28+00 28+44 z uj w 0! FIRE LANE 4 VDOT GENE.`"°L NOTES PROFILE CONT.) �� •' STORM DRAIN NOTES FOR WORK ALONG ROUTE 522 `• c Mo x N j O 3Ho-- .. _ _ _ X ,, �, • , •• ,(?','• 1. REMOVE EXISTING DI-3B BOX -TOP; SALVAGE FOR REUSE. INSTALL NEW MH � ON STRUCTURE AT TOP ELEV = 725.25. CORE 1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST ---_____, s� DRILL MH STRUCTURE FOR NEW 15"SD CONNECTION O INV IN=720.10. DEMO REMOVE ENTIRE DI-7 STRUCTURE. INSTALL NEW EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION �� /m oo •• 48 0 STRUCTURE WITH SALVAGED DI-3B BOX -TOP IN NEW CURB FACE ON EXISTING 15 RCP; CUT 15"RCP AS NECESSARY TO (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, THE a uc �':'� , ' C'.)NNECT TO NEW STRUCTURE (DOGHOUSE STRUCTURE IS ALLOWABLE). •.W VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND ANY3N2101lVHdStl o' t T .: •..� •. ,,. ••"""" '••••••"" """ 2 INSTALL NEW PRECAST VDOT EW-1 WITH INV=721.40 FOR 15-SD PIPE; NEW 15°SD PIPE SHALL BE 12T LONG O 1.04% SLOPE. OTHER STATE, FEDERAL, OR LOCAL REGULATIONS APPLICABLE. IN I \ _ I NNS- 4b., A U � THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT SHALL GOVERN. SHALL COMPLY WITH THE LATEST U.S. I I o - m oQo ovd aN .�v 3 ry ::: ;` : • . a ? •` M EXISTING D I TOP R AT TOP EMO REMOVE ENTIRE DI-7 STRUCTURE. INSTALL NEW 48E0 STRUCTURE WITH SALVAGEDI STRUCTURE TOP IN NEW LCURB FACE ON EXISTINGD n 15"RCP. CUT 15"RCP AS NECESSARY TO CONNECT TO NEW STRUCTURE. I 2. ALL CONSTRUCTION ° o v"�a�3ae I m d •�'• ,'.• DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH I �o. C1.5ADMINISTRATION AND VOSH RULES & REGULATIONS. .;,I,,i. E SHEET INAT FOR ACCESS ROAD WORK I •" I,io AND COORDINATION WITH MOBILE HOME PARK 0- 3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC CONTROL, = as w o aniaa nvHdsV r •,.'•',�'}'):' z WHETHER PERMANENT OR TEMPORARY, SHALL BE IN ACCORDANCE WITH O . • • : o y .. THE CURRENT EDITION OF VDOT'S WORK AREA PROTECTION MANUAL. _ " 0 m P tom+ d ti c1 a o ' FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED ' S " :. � •:: • 9�i,...••yc\ •,.., 3 mix A A tJ d •'` IN ACCORDANCE WITH VDOYS JANUARY, 1994 (OR LATEST EDITION U Ho-_ 3Ho--.�. _ - '�•: oa ow 0 < �o, OF) ROAD & BRIDGE SPECIFICATIONS, SECTION 104.04-C. I o� s _� m I ^ o D I ttz z "'U I k " a m� 20 O 0Vd 4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION, ;:•'•:'• :. CONTROL AND SAFETY OF TRAFFIC MAY BE SUBJECT TO CHANGE AS i +y I RII 0 NS ''^' a d N a xa:.,',' U �a rn a m DEEMED NECESSARY BY VDOT. �03 AND AILBOX U ITS; +', N z rn a EMO CONC IPA r :, a V) z w o 1` < --T �w x �I 5' :• .., (no z z I 5. PRIOR TO INITIATION OF WORK, CO?1?RACTOR SHALL BE a �" 14 {:;',•I3o 03 N = a a RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE gtld'�NO 0pzw N aw �� < b W J o ..1 za 3 I M 2 ;.::,.��.•: a a Z z p < U n z ^ Q �m r PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. .�' „SA UT pw F y m w p m g o j 3Ny0 ZZ F` CU '+'3a N " � < W � ''` OU O � � w N O w wi JO W U 01 U �• 17bHd " .�iMP II � H O Sb < :;;:I;,',.' a of II x p 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A NEW CONC ELOCATED :': ':.: 8 rn N o o'- 3 zN Uo a o H- O �icFi a.3 wa aaF PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD BY THE w ><m n o o z n a g m o m EtOX AND ROOF - { z ti �d a I Ki o v~ N �` �[ rn w 5 i o t w tr/ d~ ~ Y OF z tYi � d on> �'° � o N w Q ry N N ENGINEER AND/OR OWNER WITH THE ATTENDANCE OF THE CONTRACTOR T EXIST PVMT• ••I'�,:':•I � m c� F-- oN> x X �a }yn Q �" W z w X zx a ^ n r z w t7S �� z v o o Ina a< g m AND VDOT PRIOR TO INITIATION OF WORK. a� TALL NEW CURB j ? I- w �,+ N a, a z o o a N a w d o m i z b � o IZ Li) �< o X o to �•C z w ~ */ w io N z N 2 +/ uGT i w LL.I 7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY OFFICE oa- u ..' 1 i WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH '� T -QHE, - -0 OHE ' • -OHE- - I Q �=----- _. ...-=•.:..:�XL�T-.t2.'.WL.�AP.P.R!]xj-.�..- =' �...7..,,.. OF TIME. VDOT WILL ALSO REQUIRE 48 HOURS NOTICE FOR ANY -' --' '�A�..,...., -��T '-- -. ,4;::. � REQUESTED INSPECTION....;'':•;':.. Q � -- EXIST-EXISTWL---------- ..::., ;4 .,• -L----- Il I (APPROX) OX) ..• .. ... .. 1 Q EX.D 0 w 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING TOP=727.80 VDOT CG-11 CG- n + 500' RIGHT n 100' TAPER--� INV OUT=723.44 " ENTRANCE •; TURN LANE XIST DI-30 3 "' n XIST DI-3B 11. ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A "FRONT ROYAL PI n DEMO EXIST CURB THE`NEW n �` n TOP=723.26 TOP=725.50 ADT 14,000;YEAR 200 n EINSTALL MAILBOX BEHIND NEW CURB AND GUTTER " CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE VIRGINIA� U.S. ROUTE rJ22 CURB AND ;THE SAwcUI:' PVM1;;'r 15" INV IN=720.10 Un INV IN= SPEED LIMIT: = 55 MPH z ,� n INV OUT= EROSION & SEDIMENT CONTROL HANDBOOK, SEC. 3.02. �O. mi (R/w VARIES) TIE NEW CQ-3 SMOOTHLY -'INTO �",n INV OUT=720.02 " <C & �' EXISTING Cy^-3 CURB �" " FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY THIS n PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. 18"RCP== ---------------------------------------------- ---------'---'--------"'---------" 24"RCP 27"RCP u '8�-EX.YI XIST DI-3B 6f'9tZ �K XIST DI-3B 9. THE CONTRACTOR SHALL INSTALL A VDOT CG-12 HANDICAP RAMP ALONG EX.DI OUT=70722.05(15") TOP=725.30 TOP=723.42 TOP=727.75 NV OU INV ENTRANCE RADII WHEN DIRECTED BY THE VDOT AT THE TIME OF INSPECTION. 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PLEASE REFER TO SHEET C1.1 FOR DETAILED DIMENSIONAL PLAN, THE C2 SHEET SERIES FOR UTILITY WORK, AND THE C3 SHEET SERIES FOR GRADING, DRAINAGE, AND EROSION CONTROL WORK. I SCHOOL ROAD PLAN NOTE: PLEASE SEE SHEET C1.7 FOR TYPICAL SECTION OF SCHOOL ROAD. `w 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17-t7ff- --- +09 SCHOOL ROAD PROFILE50' 25' 0 50' too' [ PROFILE HORIZ. SCALE: 1" = 50'-0" 50' 25' 0 50' 100,11 PLAN SCALE: 1" = 50'-0" - 11 10' 5' 0 10, 20' PROFILE VERT. SCALE: 1" = lo'—o" %_1 'OON 5. pt:o 4qv o , F N C, m co co ocq cq 0 0 cm :5 z o 0 r UM V) ui z _j 0 LLJC ) 0 0 LLJ z 0 UJ LL- 00 o ry -r n c) n (n z C;d < V) Z V) UJ L) 0 0 0 0 0 g n I 12' PAVED RT. DEMO EXIST VDOT CG-7 EXIslrnle o.,_.._ 'WIDENED' PAVEMENT SECTION: 2" SM-12.51) 2" IM-19.0 5" BM-25.0 8" 21B BASE COMPACTED SUBGRADE —CONTROLLED FILL EXISTING DITCH FLOW LINE ROUTE 522 WIDENING SECTION HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 92 1' 1- s^iIFi; "14- ifkI[ OORIZONTAL: 30" MINLMCM LENGTH FOR T'WIDTH SIGNS HORIZONTAL: 24" MINIMUM LENGTH MR 6' MOTH SIGNS a,- MkXI.ML'M LENGTH FOR 9" WWTHSIGNS 42" MAXIMUM LENGTH £OR 6' WIDTHSIG,NS VERTICAL: rHEIGHT VERTICAL: 6"HEIGHT MESSAGE: PREFIX MD SUFFIX 3"CAPITALS MESSAGE: PREFOCANDSUFBU 2'CAPTTALS ROAD NAME: 6" CAPITALS rANDVcr0.iEr NAM1Tr $ICV4 SIWE: HORIZOIYTALRECTANGLE COLOR: MESSAGE: WHITE FlELO: GRECNREFLECTDRIZED "'Ti: ETCHED AT.UMINUM-0.06"THICK 606E T6 ALLOY OR MEETS VDOT SPECS EXTRUDED TYPE - ♦b SIGNS To Be MOUNTED ON 7OPOr POLES USING 009EX CAPS AND CROSS PIELE4 TOTAL UNIT HEIGHT SHALL DE 0' FROM GROETOTOP OFSIGN. PC AND CROSS PIECES 909EX CAP. 416" X 2N" OR I" ROLT - 2 PL,CFS V1,11IL SCREW -3 PLACE1 EROXS PIECE: 7116" XL4" OR 1"DOLT -4 PLACES 'P GRODNDLTNE ♦' WCIcf- SOCKET W EDGE dp SOCK S .2.1D1"DA.XUGAUCE .CALVMNIZEDiUDTNC-2T'LENGTiI ASTM A-187 . WEIGHT-72 POUNDS 9" 81CN88EQ01RF,D F00.TH8 FOLLOWING: (ALL OTIMR36- INCH SOCXETB.AND WEDGES SHALL RE DRIVEN FULLY INTO GROUND, Wl LIP FLUSH WIGROUND LINE. VALLEY PIG, NORTRWESTERN IN NORTH FREDERICK PK. MARTINSDURC PK INSTALLATION OF SOCKETS THAT WILL SUPPORT 9" SIGNS WI LL RESULT IN FRONTROYALPR,MD wOODPIC. MhVOR LXC.CVATION. ANO RERRYVH,LE lK CONCRETE REQUIRED. APPROXIALTI'ELYA-5 ROUNDED SHOVELS -FULL ADDED PER ROLE. 24 HOER CURL PERIOD REQUIRED PRIOR TO SETTING POST. FREDERICK COUNTY ROAD NAME SIGN DETAIL_ GRASSED SHC 1 ":1' SLOPE 3:1 MAX CUT SLOPE (TYP) GRASS LINED ROADSIDE DITCH REINFORCED W/ N.A.G. S75 BLANKET (STAPLE PATTERN A) HUN 6' PAVED CL BIKE LANE 4' 24.00' 30.00' 12' FUTURE 12' FUTURE 12' PAVED 12' PAVED TRAVEL LANE I TRAVEL LANE TRAVEL LANE I TRAVEL LANE 1.5" ASPHALT 2 SURFACE COURSE t2" a �VD04:1" c2no 1/4":1" SLOPE 4:1 DITCH FORE SLOPE SUBGRADE ACCESS ROAD SECTION HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 4" ASPHALT BASE COURSE VDOT M-25 12 GRASSED SHOULDER 1":1' SLOPE (TYP) 3:1 MAX FILL /—SLOPE (TYP) 8" AGGREGATE BASE COURSE VDOT 21-8 NOTE: PVMT CROWN IS 3' OFFSET FROM THE PVMT ry,; IT IS ALSO 44" HIGHER THAN THE 1T IS STILL THE PVMT Q WHICH IS SHOWN ON 1-32 w PLAN & PROFILE VIEWS. TYP. CUT SECTION TYP. FILL SECTION 12' PAVED 1 PAVED 6' BIKE TRAVEL LANE TRAVEL LANE LANE 3' 3" ASPHALT TER EDIA COURSE 2" ASPHAI T GRASSED SHOULDER VDOT M-19.OA SU FACEI OURSE 1":1' SLOPE ( ) 12" VDT SM- .5A 11SL p 1/4";1" 12 GRASSED SHOULDER 3:1 MAX CUT SLOPE 1":1' SLOPE (TYP) SLOPE (TIP) 3:1 MAX FILL SLOPE (TYP) 4DITCH GRASS LINED ROADSIDE DITCH FORE SLOPE COMPACTED 8" AGGREGATE REINFORCED W/ N.A.G. S75 SUBGRADE BASE COURSE BLANKET (STAPLE PATTERN A) VDOT 21-B Q SCHOOL ROAD SECTION HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' 275' SOLIDONHITE, SINGLE 1. E BETWEEN o RT TURN LANE AND LT LANE } a - s----"- LEFT TURN" ARROW; "RIGHT 135' DASHED WHITE, SI LE LINE ALONG SOLID YELLOW, DOUBLE LINE TAPER (10'L BARS, 3 SPACES) "4 c INSTALL NEW ROAD NAME SIGN ACCORDING TO TURN" ARROW 15 BETWEEN EAST BOUND AND OUTBOUND LANE (1870'LF) o c m 2 FREDERICK COUNTY PUBLIC WORKS DEPARTMENT-,_. - — -� -- - _., F RO g 2' WIDE SOLID, "RIGHT TURN WHITE "STOP" BAR SOLID WHITE, SINGLE LINE _ PLAN VIEW 1 BETWEEN EAST BOUND LANE 'N `` ,kR "RIGHT TURN" 1"=100' AND BIKE LANE (18151F) "RIGHT ARROW EN ND LANE. VDOT STANDARD BICYCLE LANE SYMBOL r— PLACED EVERY 100' FEET ALONG DETAIL CENTERLINE OF BIKE LANE (19 TOTAL) 1"=Y0' 1. ALL PAVEMENT MARKINGS ON ROUTE 522, NEW ACCESS ROAD, AND NEW SCHOOL ROAD SHALL BE IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. 2. PAVEMENT MARKING ON ROADS AS SHOWN HEREIN SHALL BE THERMOPLASTIC TRAFFIC PAINT IN ACCORDANCE WITH 2O02 VDOT ROAD AND BRIDGE SPECS. 3. UNLESS OTHERWISE INDICATED, ALL PAVEMENT MARKINGS SHOWN HEREIN SHALL BE 4" WIDE. " SOLID YELLOW, DOUBLE LINE ALONG 1 n SCHOOL ROAD CENTERLINE (615'LF) WWI _ 5a goo0. --- ' — — W o w ` - PLAN VIEW 2 "-100' i� 2A,/\ INSTALL NEW ROAD NAME SIGN ACCORDING TO THE- _ FREDERICK COUNTY PUBLIC _ KS DER EPARTMENT DETAIL 2' WIDE SOLID, WHITE "STOP" BAR TYP. CUT SECTION TYP. FILL SECTION 12' PAVED 1 12' PAVED --4'- TRAVEL LANE TRAVEL LANE 3" ASPHALT TER EDIA COURSE 2" ASPHALT VDOT M-19.OA SURFACE COU SE GRASSED SHOULDER VDOT 10-9.SA y 1":1' SLOPE ( P) 12" 1/4":1" SLO t2 GRASSED SHOULDER /4":1" SLOP 1":1' SLOPE (TIP) 3:1 MAX T SLOPE (CUTYP) 3:1 MAX FILL SLOPE (TYP) GRASS LINED ROADSIDE DITCH 4:1 DITCH COMPACTED REINFORCED W/ N.A.G. S75 FORE SLOPE SUBGRADE 9 AGGREGATE BLANKET (STAPLE PATTERN A) BASE COURSE VDOT 21-B BUS ENTRANCE DRIVE SECTION HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' TYP. CUT SECTION TYP. FILL SECTION 4 15' PAVED 15' PAVED _ 6 TRAVEL LANE TRAVEL LANE 3" ASPHALT IN TERMED ATE COURSE 2" ASPHALT GRASSED SHOULD R VIOTIM-19.OA SURFACE COURSE 1": 1' SLOPE ( ) _12" VDOT SM- 5A GRASSED SHOULDER 72 1/4" 1/4--'-1" SLOPE 1":1' SLOPE (TYP) 3:1 MAX CUT SLOPE (TYP) `'�• 3:1 MAX FILL SLOPE (TYP) GRASS LINED ROADSIDE DITCH REINFORCED W/ N.A.G. S75 4O DITCH COMPACTED -8" AGGREGATE - FORE SLOPE SUBGRADE BASE COURSE' BLANKET (STAPLE PATTERN A) VDOT 21-B SERVICE ENTRANCE DRIVE SECTION HORIZ, SCALE: 1"=10' VERT. SCALE: 1"=2' t 15. DO' - 7.50' I 7.50' 2" ASPHALT SURFACE COURSE VDOT SM-9.5A 4--:1 SLOPE 1/ 6" AGGREGATE COMPACTED BASE COURSE SUBGRADE VDOT 21-8 FIRE LANE SECTION HORIZ. SCALE: 1"=10' VERT. SCALE: 1"=2' Pwm _Q z J 0 s 04 t` Z C 1 4 U M V) LLJ z J C) w 0 z Q 0 g U LLJ U Z w n w w 7L Z O I= U LLJ U) 0 Q 0 ry J a U_ � 20' WATER EASEMENT 45' BEND —. ALON OTH W & S�/, PROPOSED MIDDLE SCHOOL BUILDING FFE = 718.67 o / 20' WATER EASEMENT Ui N BEN — — 716.00 BLY SET 6S—FROM E.Po) // J ALTERNATE #1 UTILITY PLAN ���ALONG , i �. 4 SAN SE / 50' 25' 0 50' 100' AN — — 4" SAN SEW INVa716.17 1" = 50'-0„Z2 AN — ——8"SAR— — — — — i INV=716.17 \ \ y b v — — — �',/� •� / / : ,� i /� CENTERED F.C.S.A. CONSTRUCTION NOTES 1. Water and sewer lines are to be constructed in accordance with these plans. The lines shall additionally meet all requirements of the Frederick County Sanitation Authority. 2. The contractor shall coordinate with, and arrange for inspection by the Authority. 3. NOT APPLICABLE 4, The Sanitation Authority's maintenance department is responsible for the Instollation of water meters through 2" In size. Before a permanent meter is set, they require: 1) the frame and cover to be properly aligned with its meter box and yoke bar, 2) the frame and cover to be set to the final grade of the lot; 3) the distance between the top of the cover and the yoke bar be between 18 and 21 Inches; and 4) all components of the meter box assembly to be In proper waking order. It is the developers / contractor's responsibility to have the meter box assembly Installed correctly. 5. NOT APPLICABLE 6. When an existing water main Is tapped for the Installation of a new line: A. The Authority shall furnish all labor and materials to make the tap. B. The developer / contractor must: (1) make application for the tap, (2) pay deposit (before work begins); (3) mark the location of the tap; (4) make final payment when the work Is completed. 7. The contractor shall tie—in a new line to an existing by core drilling the manhole. 8. Any water service line must have a double check valve or RPZ bockflow prevention assembly, as required, Installed. The assembly shall meet ASSE standard NO. 1015 or 1013. A remote readout Is required. 9. All fire lines shall have a detector double check valve backfiow prevention assembly or RPZ backflow prevention assembly as required. The assembly shall meet ASSE standard No. 1048 or 1047. A remote readout Is required. 55' /. b -8 , GVP (1)APJT CF( 1 � 1 1 TEE 8"WL 0V AND E USE GENERAL UTILITY NOTES ALL WATER LINE AND SANITARY SEWER CONSTRUCTION SHALL BE IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND FREDERICK COUNTY SANITATION AUTHORITY SPECIFICAT REFER TO THE FCSA CONSTRUCTION NOTES ON THIS SHEET, CONTRACTOR SHALL CONTACT "MISS UTILITY" (800-552-7001) FOR MARKING OF UTILITIES 72 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. UTILITIES SHOWN ON THESE PLANS REPRESENT UTILITY LOCATIONS AS DETERMINED FROM A FIELD SURVEY OF ABOVE GROUND UTILITY FEATURES AND RECORD DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL UTILITY LOCATIONS, DEPTHS, AND SIZES PRIOR TO CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN THAT WHICH IS SHOWN ON THE DRAWINGS, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. THERE MAY EXIST UTILITIES WHICH HAVE NOT BEEN SHOWN ON THE PLANS AND OF WHICH THERE IS NO RECORD. IF ACTIVE UTILITIES ARE ENCOUNTERED WHICH WERE NOT INDICATED ON THE DRAWINGS, CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND THE ARCHITECT/ENGINEER IMMEDIATELY. CONTRACTOR SHALL TAKE NECESSARY STEPS TO RESTORE UTILITY SERVICE TO ANY DAMAGED UTILITIES AS SOON AS POSSIBLE. 50' 25' 0 50' 1" = 50'-0" 0 Q z � S 0 OQ n N U P0 V) LLJ z I H w Of a z Q � W U W Y LL) U Z W W W Z Q Z -� < 0— J I— F- F— LLJ F- J V) aC E I L-1-1 W SANITARY SEWER PLAN liNmirmimill W � 4' SAN. 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■■om■■■mommoo■m■m■ms■osomm■oommom■s■NNE■■■■■smIS ONso■s■o■o■■mM■MNO■smm■■■■omm■■s■ESONE■s■s■■■Ms■s■ss■■■■■■sssss■E■■smo■m■■NON■■■Mssm■■s■Oss■■■■■sm■■■■E■■■■sm■s■■E■E■■■smmm■ somsmmOEM■sms■■N■ENMs■SEE■■■■Ess■■■Eons■■■■■ SEESsM■M■sESM■■■■sMEs■■EEESMENEMOMMEN■OM■MEN■ ■■■■EEs■■sE■■E■■mE■s■No■ss■moommo■moon■ENE■■s■oM■■Em • ■■ENE■E■E■E■so■momm■ssos■msM■E■EMENSE■M■ SEES■EEOS■■■■■■sME■E■E■M■■smoo■m■ssom■■ss■s■■ssMs■sEms■Mn■■■E■ommos■EEm■ssssm■ommo■s■■ommomm■■mos■sME■MMEssm■■NEE■s■s■■MOMS■■■■■sm■■■■M■m■■s■s■■Nm■■ss■E■sssM■■■■■■■■■■sEEm■s■m ■■■ME■ENosIS MEN EMmo■mo■■EOM■■■s■SEES■SEEN■■SEES■■Es■E■■Em■E■■■ss■sM'■E■Eson■mm■mom■o■SEEN■E■■■■■■■■E■■■■■s■s■sESEEN■■■■E■s■sE■sE ■■■EESE■E■■MM■ ENE ■■ONSOsss■■s■Ems■■s■SEESSEES■■ME■■■M■E■■■SEES■isss■■ESNs■■mosom■■■mM■M■■OEM■Es■NE■■■■ssE■■■■■■M■E■■■■■■s■■■E■E MEN s■s■■Emo■mosomss■■■EEO■■EEO■■Es■■■■E■E■E■SEES■■■■M■■s■■■■ss■■■E■E■E■■■EEs■s■■■■EEO■■EEO■■s■■■■■M■■■Es■■E■EMMs■E■s■ESEME ENEMIES smE■■E■moom■s■E■MMM■E■nos■■moom■mmos■s■m■ommomm■soESM■E■ME■E■Es■i■■mjEE■■E■ENE■■ssss■■Es■sEs■■■■E■■■■■■MMss■MsmE■sE■E■■M■E■■EssM■M sE■■AM■■■m■■■■■Ens■■■■ss■s■■■o■m■soon■■sso■m■mmoo■■OEM■sME■E■ EMISSIONS ■■s■■■■O■SOM■MONs■E■ENO■MEMO■ss■SEES■ssss■■ENS■E■s■■■■■■■■sms■■s■■Msmss■■■■■■NssMMM■■■sN■E■■■M■■ssE■sssss y� ■iE■GIMEsms■■MM■E■sMM■■EEEM■■SEES■■■Mms■m■s■m■■sss■■■smo■mmos■■momoos■om ■s■Eft■ENE■■Ms■■EEEs■■■■■m■s■EEME■■sssE■■smsm■■Esss■Esmo■■■mm■mmmmommom■ OEM ■mom■o■mossME■■■mmEs■■■Ms■■ss■■■s■m■EEO■NSE■E■■sss■■■Msos■s■■EEEEs■■■■■■Es■s■M■ME■■ssssss■■■■■■E■sss • s■ssEsmssmssss■■ms■OssmSmsmNss■mmsOo■mmsnssmssmmOmms■momm■mmommo■m■so■s OEM ■mom■m■momME■■E■■■■■■SEE■■mE■■■■■MMEE■ssEsssss■■EEO■■■s■E■Ms■EssMOEMs■■sss■■ESNEEE■SEE■sMMss■C NNE ■■■ MEN ssm■■mm■■■m■oss■smms■■s■N■■s■s■Osmm■■s■Em■■sssns■s■■mM■Os■ss■s■msO■■■mmsss■■■mNO■M■sm■■mmmss MISSION smm . 11 SANITARY SEWER PROFILE a z J 5 o 0 N Z 1 U M V) J z 0 U 0o a z k' o � U V) Y W ZLd tY J LL- uo W X V) IZ >-- p (If Z FF-- Q V) J n cz.z 0 r7 0 N z i �L general beckfill general backfill (we note) (see note) jOD1�a lh OD w - concrete 24" wl= back811 24" select beckfill (a. note) (see note) O.D. $ O.D. 6. 112 O.D. 6 B 9tene atame STANDARD CONCRETEARCH general backsll general backfill (s note) (sea note) IV Wn T 1. 24" Waco backilll 24' select backsll (see note) (a. note) atone 6' 0.0. 1/2 O.D. concrete concrete CONCRETE CRADLE CONCRETEENCASEMENT NOTE: To be compacted to 95%of ASTM D698 maximum densft/. TRENCH & BEDDING Figure 1 see d" below cas out slop., 6 OW agg"te ail ' l auppumrg bock nog vela box tounation 3'47 two,) 4sr4" YVYE OR 016htY'AA'E D tp�getend of ___ _ iska"West "Cora v s / A 7%' ifs° 7Ys' 'a' 18" 0 9 DETAIL to SECTION A -A A. USE A TEUMOPE VALVE BOX S. THIS ARRANGEMENTTO BE UTILIZED WHEN THE CLEANOUT 6 LOCATED IN ATAAVELWAY. HEAVY-DUTY SANITARY LATERAL CLEANOUT Not to seals concrete thr at block Irdle, schedule 40 Meet pipe filled with concrete 3! and pointed y.11- op SOLLARD DETAIL difecilon W selting to be approved prior to installation FIRE HYDRANT ASSEMBLY Flours 9 Pad 1'-T q. x 6' deep locator marker mechanical lotnt swivel we with 6' branch FREDERICK COUNTY SANITATION AUTHORITY STANDARD DETAILS 'A' 'A' grade ttench mlMmum �----1 f--6"minimum+ form board (typ T•, L;: " "D;, s ° r" machine excavation limit C gate valve gate valve trench bottom & boxes $ box undisturbed earth atone bedding TEE, WYE, OR PLUG TYPICAL SECTION In Ileu of wootl forming the fitting may be wrapped wIN 'denotes hen" excavation poryethylena, and the concrete pouratl to completely surround °D" - 1 T min. for 10' and smoser pipe the fitting entl against un"Iturhed salt. The bearing dimemiotre •0' 76• min. for tY thm 20' pipe against undistu soN shall remain as shown. sea then below f.1 A, 8, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS .$ mint- � Pipe Plugs, Wye. $ 1 t 1A and 2211T 45' and 90° .p j Dla. Tees Benda Bantle A 1 B C I A e C A B C 6' 11-V a-9' 110" as° as' a4Y a 1'3" a• ft9° r;''�•+; tv" S' i'-S' a-0` 1'•3" a-g' CIS,a•9' 1'-8• a-9' 7.3' g. 7a 1'-M a-9. 1'•8° IVY a-0° 1'3" IW "' 24r /T i'3" 1'-a 2-0' 1"1W 1'3" 2'-0' V . '-0' 3 14" T4Y i'-0" 9'-0' i'' 10 1'•8' 2'4' V-0- 4'-0' 16' 2'3° 7'-V 3'3' 1'W 1'-0° Z-V Z-9' 1-04'41" 18° 2.6• 1'-3" 3'-9• 1-6' 1'3' 2W T-V 113" 4'.9„ 20" 2.9- l'3° 4'-0• 11 1/4'THRU 9W BENDS ..,, a gal v.ilrodaoverflningsend mbeddelIn oonrxete thrust blocks. F)IMU SIZE ROD SIZE NO. RODS EMBEDMENT 12'&LESS 6 2 30, �• p„ r 14• - 20' 8 2 36' concrete • . ;Y' I Editing r Mcu- VERTICAL BENDS I sue i •t a 45° 9n° atone bedding li• - - - 1.3 2.3 1.8 3.7 THRUST BLACKS FOR VERTICAL 12, - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16, 0.9 28 5.1 - 1$ 1.4 3.2 6.3 - 2a 2.2 4.6 7.0 - CONCRETE THRUST BLOCKING Flgura 2 c.q. opwatng nut soli" block BLOW -OFF ASSEMBLY Figure 10 M.J. FITTINGS AND 01. PIPE RESTRAINED BY MEGALUO RESTRAINING GLANDS WATER $E1nffF n isp. be miMmum 6I. wide 4�-eep C sVeeln bed requiretl STREAM CROSSING Figure 4 top of manhole at grade in pavement arose unless otherwise directed (top In" be set 24° minabove grace In easement areas) square cup pad 6' ihlok- K -wrap around heat shrinkable sheet (WrapidSael by CANUSAI 4 bolts (3/4' dia.) W, maw adjustment rings (1 V max.) concrete ASTMC•160 4000 psi T or 16" (typ.) pioneer 301 mastic applied between join b and on exterior side of joints joints are to be waled win v ring 98" Variable 4'-0" ' zabs. I.D. pipe to manhole 6' connection to be „y byflexiblesieeve irwen channel to provkle a 4 3'-0' mm. smooth transition in to Out-4'47' mac for all connections 210' max. f.; a estop grout bottom of manhole of baron -wall '' '; to form channel °". •'': Dl2 .it;};?.V:'° same Nov. as :'0'x rCi i top of pipe 4.a ..' . 8' 6' bedding stone WIN d. NOTES: 1. Manhole eactions shall have an a terrul coating of approved bitumwtic water proofing prior to instillation. 2. It adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bitumastin water proofing. 3. Final slope adjustment of manhole frame may be by shims and nonmhdnk grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Fla tap casting shall be used on shallow manhole IS I. or less) Installations. STANDARD MANHOLE Figure 12 Note: this detail Is also used for butterfly valves GATE VALVE Flgura 8 bedding inside drop system manwsctured by: Royal Emaonmental Systems, Inc. P.O. Bore 43D 30%2 Forest Blvd. SuW MN 65079 MSI)462�2130 (651) 462 69M Fax DROP MANHOLE Figure 13A oil _4 Z J s O O Q 04 2 N U M V) W z I � 0 LA Q O z O � U � Y W U z W O Ld L� C2.4 STORM SEWER SCHEDULE STRUCTURE TYPE COORDINATES EL EV I OUT O1 ES-1 1 106 0 -NA- 696.40 2 MH-1 N 7093 98.00711.60 697.50 O MH-1 t1 4' 1 715.33 699.40 O4 DI-3C E 11582051.23 714.25 701.00 5 DI-1 713.72 702.90 O6 DI-1 709278021 E 11582018.70 712.78 704.20 7 DI-3A 7092711.78 E 1158 024.86 714.34 705.50 O DI-5 TYPE III 7092558.79 1 53.00 712.00 706.10 9 DI-3B36 715.62 708.10 10 DI-1 7092992.32717.00 710.00 fl MH-1 7092839.94717.30 711.40 12 DI-1 N 7093110.78 713.49 709.75 13 DI-1 N 7093230.81 E 11582368.3712.85 7 702.50 14 DI-1 1 7093063.34 4 716.10 709.40 15 ES-1 N 7092808.52 706.00 11583326.25-NA- 18 DI-1 7092900.68 713.70 708.25 17 DI-1 N 7092782.32 713.70 709.75 18 ES-1 -NA- 707.50 19 DI-1 N 7092584.07 11583055.67 713.70 711.50 20 DI-5 80 714.30 710.30 21 -VOID- -VOID- -VOID- -VOID- -VOID- -VOID- -VOID- -VOID- 23 -VOID- -VOID- -VOID- -V010- 24 ES-1 7093122.92 E 11581825 37 -NA- 704.00 25 MH-1 N 7093100.90711.50 705.95 26 EW-1 E 11581909.66 -NA- 707.00 27 EW_1 N 7093035.67 _NA- 706.85 28 EW-1 N 7 92g_NA- INV 29 EW-1 N '092_NA- INV 30 ES-1 1t-NA- INV d v> 31 EW-1 E 11581597.95' -NA- INV : ......... .. r ................... .... m a^� 32 ES-1 N 7092651.06 -NA- INV 1a'` EW-1 N ONO E 11581685.40 -NA- INV C ..... •••• :................. o �i : •: �................... `�;' '-- ���� / ;' : /' 34 ES-1 N 7092754.40 E 11581 N 3.35 -NA- INV ,n i �' ^�` '•7pg. :' 35 EW-1 N 7092682. 6 E 11581 8 5 -NA- INV 36 ES-1 E 11581898.13 -NA- 669.40 ...... a i - i �. w - 33 .... 37 NO LID 1 677.00 670.45 ........... // / "'� 38 EW-1 9 -NA- N / ✓:' .. ....... .. �}.2.. . NOTE: COORDINATES ARE qCENTER OF STRUCTURE. COORDINATE COCO COORDINATE / .Fr .. �. „,•• o DI-39 DI-3C MH r l 71'�98::.`. 8.45.".oz L."''�.. 1 �' 18.33 i i 8.33 717.28 ...j.• 7.40 Y I/ u / Q z o J s O a N N LLJ z _I I- w c x L as z F Q O � U U Y LLJ af Z L0 w cr I, 1-11 REFERENCE THE FOLLOWING SHEETS FOR INFO: o N Ih A SEE SHEET C3.2 FOR PROFILES OF STORM DRAINAGE SHOWN ON THIS SHEET. O SEE SHEET C3.3 AND C3.4 FOR ROOF AND YARD DRAINAGE PLAN. o SEE SHEET C3.5 FOR STORMWATER MANAGEMENT AND STORM DRAIN DETAILS. SEE SHEET C3.6 AND C3.7 FOR EROSION CONTROL PLAN AND DETAILS. O GRADING & STORM DRAINAGE NOTES 1. NEW CONTOURS AND SPOT ELEVATIONS SHOWN ON THE PLANS REPRESENT FINISHED GRADE ELEVATIONS. 2. ALL SPOT ELEVATIONS SHOWN AT CURBS REFER TO THE TOP OF CURB. 3. CONTRACTOR'S FINISHED GRADE ELEVATIONS SHALL BE WITHIN ONE TENTH OF A FOOT OF PLAN ELEVATIONS. 4. CONTRACTOR SHALL PROVIDE THE OWNER WITH A TOPO- GRAPHIC SURVEY OR OTHER DOCUMENTATION CERTIFIED BY A LICENSED LAND SURVEYOR VERIFYING THE FINISHED GRADE ELEVATIONS ARE WITHIN THE SPECIFIED TOLERANCE. 5. GRADE AROUND ALL BUILDINGS TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE BUILDING. 6. GRADE ALL AREAS IN THE VICINITY OF DROP INLETS TO PROVIDE POSITIVE DRAINAGE TOWARD THE INLET, 7. PROVIDE INLET SHAPING AT ALL NEW MANHOLES AND CATCH BASINS IN ACCORDANCE WITH DETAIL, SHEET C3.5. 8. THE CONTRACTOR SHALL SPREAD AND FINE GRADE TOPSOIL, AND APPLY PERMANENT SEEDING IN ACCORDANCE WITH SPECIFICATIONS TO ALL DISTURBED UNPAVED AREAS. 9. THE CONTRACTOR SHALL STOCKPILE ALL STRIPPED TOPSOIL IN DESIGNATED STOCKPILE LOCATION MOWN ON ADJACENT PROPERTY / PASTURE NORTH OF SITE; SEE SHEET CO.1 FOR LOCATION. ALL EROSION CONTROL MEASURES SHALL APPLY TO THIS STOCKPILE LOCATION AND ACCESS TO AND FROM IT. AT CLOSE OF PROJECT, ALL EXCESS TOPSOIL SHALL REMAIN IN THIS STOCKPILED LOCATION FOR POSESSION BY OTHERS. 10. ALL CONC PADS, SIDEWALKS, AND WALKING TRAILS SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5.07, AND A MAXIMUM CROSS SLOPE OF 2.08% 11. DETENTION FACILITIES SHALL BE MAINTAINED BY THE CONTRACTOR UNTIL PROJECT COMPLETION. LONG TERM MAINTENANCE OF THE DETENTION FACILITIES SHALL BE THE RESPONSIBILITY OF THE ACTUAL PROPERTY OWNER ON WHOSE PRDPERY THE POND IS LOCATED (NOT F.C.P.S.). orf o Z Z ~ J a_ � LL1 Z m Z LLJ C) 0 Q Q ry Z U Q LLB � I- 0 V) 50' 25' 0 50' 100" L�J 1" = 50'-0" Is ME 1111151111110 Mimi ■■■■■■■■■■■ ■ I■■■o■■■■■ MONISM ■moms ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■1 ISE■■■EEO■■E■MEE■■EEE■MMEE■EEEEE■■EEO■E■■■■EEEE■■■EEES■■E■■■O■E■■■■■■■■■■■■■■■■■■■■■■■■■■■■■MI ■MMOU��l9SG ■■mm■mom■■ sommosommi MONSON IOE■■EEmE■■■■■■■■■■■■■■■■■■■■■■■■■■SEE■■ nossomms smmmoon ■ ■■■■■■■■■■ ■■■■ommonM RONNIEM■n■■■N NONE■■■ ■■■■■■Moo ■■■■■■■■■■■ OEM ■■■moms MONSOON ■■■■■■mom ■■ E■■■■■■s■■ No IN om■■m■m■■■N■■■s■■■ E■1�1E■�1E■ O■r1m■mor kimm moP1m■■■■■■■■E;.;'■■■ IN 0 ■■M■■■EIgmm ■ENN■■■■E!n ■ESE■■■■■■N■■EIlMO■ ■■s ■■■;u■■ ■■m=7■■■m■lii■■ ■■■!.l■■■■■■■■■■U 0 ■■OWN■E%I■■ ■E■WO■■■■AMm E■■W■■N■■■■■■■IC■■N mom' S EE■ monamm■■■;mmm mmm;]mmmmmmmmmmim■■■ ■ONE■MwemMsN No it, Ism■�E0 No E■IN(ION■■■mom ■ IN ME MEANS No�3mmNA ME E NNE �NN■■■MOM �E!.F0. 0 ■or 7■or€Emm ■■F_■■■■NN sN■ ■■Fib■S■m■moo■f� ■ ■■o.�■mfilEmm EmmamsENGimms ■INN rl■■■o■s■mmsil.■■s ■■■E■■■■■■ ■■■mom■■NINON ., coons■■■NEMMEENIO■ES .� ENE ■N■Elms ■ ■■■M■■■n■Isms MME■N■■■■MENOMI■SEE ■EN■■■Elmm■ ■■ ENO ■M■■NEN s■■■■■■No■■■moll NJOE mom monism IN mom Moloon ME ON smilm 0 on■■■■■INN E ■■nE■E■■■INE■ 0.000■■E■■o■■■O■1■■N ■■MME■■[son ■■■■■■■ EI■No ONE E■■■ME■NNE■I■■Nmm sNO■■■EINMI EN■M■■■mmismo OMENS ■■so■��Molloo■ no so INN 0 soloom IN onM■EEEloom ■■■■oM■MEIN■■ ■■MI%MENIMP E :I l■o■ ME mom mom WASSON! 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C O Q • 0�TW ca.z ROOF & YARD DRAINAGE SCHEDULE 270 90 180' 11 TOP VIEW -7 1 SIDE VIEW INLET NO: 8A STUB NO. 1 2 DRAIN BASIN SIZE: W' STUB SIZE: 15' 12- GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 165.42' OVERALL HEIGHT (A): 6.30' TYPE OF PIPE: HOPE HDPE NORTHING 7092488.90 TOP OF GRATE TO BOTTOM OF STUB (B): 5.80' 5.80' EASTING 11582291.72 TOP ELEVATION: 714.30 INLET NO: 8B STUB NO. 1 2 3 DRAIN BASIN SIZE: 15' STUB SIZE 15 12• 12' GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 109.00- 151.44' OVERALL HEIGHT (A): 5.25' TYPE OF PIPE: HDPE HDPE HDPE NORTHING 7092428.37 TOP OF GRATE TO BOTTOM OF STUB (B): 4'75' 2.00' 4.50' FASTING: 11582450.58 TOP ELEVATION: 715.00 INLET NO: 8C STUB NO. 1 2 DRAIN BASIN SIZE: 15" STUB SIZE: 12» 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 137.56 OVERALL HEIGHT (A): 3.70' TYPE OF PIPE: HDPE HDPE NORTHING: 7092446.91 TOP OF GRATE TO BOTTOM OF STUB (B): 3.20' 3.20' EASTING. 11582587,73 TOP ELEVATION: 715.00 INLET NO: 8D STUB NO. 1 2 3 4 DRAIN BASIN SIZE: 15' STUB SIZE: 12" 12" 6" 12" GRATE STYLE: SOLID LOCATION (DEGREES): 0' 90.00' 180.00' 270.D0 OVERALL HEIGHT (A): 5.60' TYPE OF PIPE: HDPE HDPE PVC HDPE NORTHING 7092516.46 TOP OF GRATE TO BOTTOM OF STUB (B): 2.50' 2.50' 5.10' 5.10' FASTING: 11582645,80 fl TOP ELEVATION: 717.50 ROOF & YARD DRAINAGE SCHEDULE ° 270' 90. 180' ToP aw 7 m 1 ODE VIEW INLET NO: 11J STUB NO. 1 2 DRAIN BASIN SIZE: 15' STUB SIZE: 1Y 12' GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 137.64' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE: HDPE HDPE NORTHING: 7092637.47 TOP OF GRATE TO BOTTOM OF STUB (B): 2'00 2.00' FASTING: 11582386,12 TOP ELEVATION: 716,8011 INLET NO: 11KPTYPE B NO. 1 2 4 DRAIN BASIN SIZE: 15" SIZE: 12" 6" 6" -a- GRATE STYLE. PEDESTRIAN (H-10)TION (DEGREES): 0' 106.20'160.DO'270.00' OVERALL HEIGHT (A): 2.50' OF PIPE HDPE PVC P1C PVC NORTHING: 7092619.68OF GRATE TO BOTTOM OF STUB (B): 2.00 1.50' 1,50' 2.00' FASTING:11582407.51 TOP ELEVATION: 717,00' INLET NO: 12A STUB NO. 1 [12*412" 3 4 DRAIN BASIN SIZE: 15' STUB SIZE 6" 6" GRATE STYLE: SOLID (H-20) LOCATION (DEGREES): 0' 119.96- 20.96' 271.68' OVERALL HEIGHT (A): 2.80' TYPE OF PIPE: H6PEJ HDPE PVC PVC NORTHING: 7092998.57 TOP OF GRATE TO BOTTOM OF STUB (B): 2 2 30' 1.80' 1.80' FASTING. 11582336.68 TOP ELEVATION: 715.35 INLET NO: 12B STUB NO. 1 3 DRAIN BASIN SIZE 15" STUB SIZE 6" GRATE STYLE: SOLID LOCATION (DEGREES): �HDP4EPVC 270.00' OVERALL HEIGHT (A): 3.65' TYPE OF PIPE: PVC NORTHING. 7093003.11 TOP OF GRATE TO BOTTOM OF STUB (B): 3.1 2.90' FASTING: 11582386.87 TOP ELEVATION: 718.45 ROOF & YARD DRAINAGE SCHEDULE ° 270' 90' 160' 11 TOP VIEW SIDE VIEW m INLET NO: 8E STUB NO. 1 DRAIN BASIN SIZE: 15" STUB SIZE: 12' GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' OVERALL HEIGHT (A): 2.50" TYPE OF PIPE: HDPE NORTHING: 7092452.96 TOP OF GRATE TO BOTTOM OF STUB (8); 2.00' EASTING 11582721.84 TOP ELEVATION: 715.00' INLET NO: 8F STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 12» 8" 6" GRATE STYLE: SOLID LOCATION (DEGREES): 0' 180.00' 270.00' OVERALL HEIGHT (A): 2.45' TYPE OF PIPE: HDPE PVC PVC NORTHING 7092550.27 TOP OF GRATE TO BOTTOM OF STUB (B). 1.95' 1.95' 1.95' FASTING: 11582605.30 TOP ELEVATION: 717.60' INLET NO: 8G STUB NO. 1 2 3 DRAIN BASIN SIZE: 15 W" STUB SIZE: 12" 6" 12' GRATE STYLE: SOLID LOCATION (DEGREES): 0' 90.00' 180.00" OVERALL HEIGHT (A): 3.00' TYPE OF PIPE: HDPE PVC HDPE NORTHING: 7092501.46 TOP OF GRATE TO BOTTOM OF STUB (B): 2.50' 2.00' 2.50' EASTING: 11582511.60 TOP ELEVATION: 717.50' INLET NO: 8H STUB NO. 1 2 3 DRAIN BASIN SIZE: 15' STUB SIZE 12 6• 8' GRATE STYLE: SOLID LOCATION (DEGREES): 0' 90.00' 152.19' OVERALL HEIGHT (A): 2.15' TYPE OF PIPE HDPE PVC PVC NORTHING: 7092547.59 TOP OF GRATE TO BOTTOM OF STUB (B): 1.95' 1.60' 1.60' EASTING 11582550.12 TOP ELEVATION: 717.60 INLET NO: 13A STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 12• 6" 6" GRATE STYLE. PEDESTRIAN (H-10) LOCATION (DEGREES); 0' ,00.84' 190.84' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE: HDPE HDPE HDPE NORTHING: 7093115.57 TOP OF GRATE TO BOTTOM OF STUB (B): 2.00 1.75' 1.50' FASTING: 11582401.35 TOP ELEVATION: 715.00 INLET NO: 138 STUB NO. 1 2 DRAIN BASIN SIZE: 24" STUB SIZE: 12" 12" GRATE STYLE: SOLID LOCATION (DEGREES): 0' 270' OVERALL HEGHT (A): 9.85' TYPE OF PIPE: HDPE HDPE NORTHING. 7093264.28 TOP OF GRATE TO BOTTOM OF STUB (B): 9'35' 9.35' FASTING: 11582396.31 TOP ELEVATION: 713.65 INLET NO: 13C STUB NO. 1 2 DRAIN BASIN SIZE: 24' STUB SIZE 12• 12• GRATE STYLE: SOLID LOCATION (DEGREES): 0' 90' OVERALL HEIGHT (A): 8.70' TYPE OF PIPE: HDPE HDPE NORTHING: 7093244.21 TOP OF GRATE TO BOTTOM OF STUB (B): 8.20' 8.20' FASTING: 11582420.36 TOP ELEVATION: 713.70 INLET NO: I 1313 STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 6" 6" 6" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 135' 270' OVERALL HEIGHT (A): 3.20' TYPE OF PIPE: PVC PVC PVC NORTHING 7093209.41 TOP OF GRATE TO BOTTOM OF STUB (B): 2'70' 2.70' 2.70' FASTING: 11582435.60 TOP ELEVATION: 713.DO INLET NO: 14A -SIZE: STUB NO. 1 2 3 4 DRAIN BASIN 15* STUB SIZE 12" 12'. 12" 8• GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): o' 103.46' 180.00' 221.41' OVERALL HEIGHT (A): 4.05' TYPE OF PIPE: HDPE HDPE HDPE PVC NORTHING: 7093005.84 TOP OF GRATE TO BOTTOM OF STUB (B): 3.55' 3.55' 3.05' 2.75' EASTING: 11582574.11 TOP ELEVATION: 716.75 ROOF &YARD DRAINAGE SCHEDULE 0' 270' C)901 ISO, TOP VIEW m SIDE VIEW INLET NO: 11A STUB NO. 1 2 3 DRAIN BASIN SIZE: 15' STUB SIZE: 12" 6' 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 90.00' 202.31' OVERALL HEIGHT (A): 5.40' TYPE OF -PIPE.*HDPE PVC HDPE NORTHING. 7092844.19 TOP OF GRATE TO BOTTOM OF STUB (B): 4.90' 2.00' 4.90' FASTING: 11582263.24 TOP ELEVATION: 717.00 INLET NO: 11B STUB NO. 1 2 3 DRAIN BASIN SIZE 15' STUB SIZE: 12• 6' 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 105.98' 20170' OVERALL HEIGHT (Ay 4.90' TYPE OF PIPE: HDPE PVC HDPE NORTHING: 7092831.02 TOP OF GRATE TO BOTTOM OF STUB (B): 4'40' 2'20' 4.40' FASTING: 11582305.89 TOP ELEVATION: 717.20 INLET NO: 11C STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 12' 8" 12' GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 135.03'209.22' OVERALL HEIGHT (A): 4.60' TYPE OF PIPE: HDPE PVC HDPE NORTHING: 7092810.25 TOP OF GRATE TO BOTTOM OF STUB (B): 4.10' 2.80' 4.10' FASTING: 11582330.77 TOP ELEVATION: 717.30 INLET NO: 11D STUB NO. 1 2 3 DRAIN BASIN SIZE 15" STUB SIZE: 12" 6" 12• GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): o' 105.78' 195.78• OVERALL HEIGHT (A): 4.00' TYPE OF PIPE: HDPE PVC HDPE NORTHING: 7092756,74 TOP OF GRATE TO BOTTOM OF STUB (B): 3.50' 2.20' 3.50' FASTING 11582351.22 TOP ELEVATION: 717.20 ROOF & YARD DRAINAGE SCHEDULE 270-090' 180' MUM _ -T 1 SIDE VIEW INLET NO: 14B STUB NO. 1 2 DRAIN BASIN SIZE: 15' STUB SIZE: 12" 12' GRATE STYLE. PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 180.00' OVERALL HEIGHT (A): 3.05' TYPE OF PIPE: HDPE HDPE NORTHING: 7092955.72 TOP OF GRATE TO BOTTOM OF STUB (8): 2.55' 2.55' FASTING 11582578.61 TOP ELEVATION: 716.75 INLET NO: 14C STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE 12• 12• 6• GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEUEES): 0' 180.00' 235.65' OVERALL HEIGHT (A): 3.15' TYPE OF PIPE:' HDPE HDPE PVC NORTHING: 7092918.84 TOP OF GRATE TO BOTTOM OF STJB (B): 2.65' 2.65' 2.25' EAS71NG: 11582581.93 TOP ELEVATION: 717.25 INLET NO: 14D STUB NO. 1 2 3 4 DRAIN BASIN SIZE 15' _ STUB SIZE: 12' 127 8" 12' GRATE STYLE PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 100.73' 196.83' 267.9t' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE HDPE HDPE PVC HDPE NORTHING 7092873.68 TOP OF GRATE TO B0170M OF S"18 (B): 2.00' 2.00' 2.00' 2.00' FASTING: 11582585.99 TOP ELEVATION: 717.00 INLET NO: 14E STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 12' 6" 8" GRATE STYLE PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 159.58' 204.54' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE: HDPE PVC PVC NORTHING 7092864.93 TOP OF GRATE TO BOTTOM OF STUB (B): 2.00' 1.75' 1.75' FASTING: 11582517.09 TOP ELEVATION: 717.60 ROOF- &YARD DRAINAGE SCHEDULE ° 270 90' 10- TOP T-7 °° INLET NO: 11E STUB NO. 1 2 DRAIN BASIN SIZE: 15' STUB SIZE: 12" 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 141.91' _ OVERALL HEIGHT (A): 3.60' TYPE OF PIPE: HDPE HDPE NORTHING: 7092713.77 TOP OF GRATE TO BOTTOM OF STUB (8): 3.10' 3.10' FASTING: 11582355.09 TOP ELEVATION: 717.20 INLET NO: 11F STUB NO. 1 2 3 DRAIN BASIN SIZE: 15' STUB SIZE 12` 12• 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 128.09' 215.44' OVERALL HEIGHT (A): 3.75' TYPE OF PIPE: HDPE HDPE HDPE NORTHING: 7092688.12 TOP OF GRATE TO BOTTOM OF STUB (B): 3.25' 2.50' 3.25' FASTING: 11582379.20 TOP ELEVATION: 717.65 INLET NO: 11G STUB NO. 1 2 3 DRAIN BASIN SIZE: 15' STUB SIZE: 12" 8' 12- GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES). 0' 90.00' 180.00' OVERALL HEIGHT (A): 2.90' TYPE OF PIPE: HDPE PVC HDPE NORTHING: 7092690.84 TOP OF GRATE TO BOTTOM OF STUB (B): 2.40' 1.90' 2.40' FASTING: 11582409.39 TOP ELEVATION: 717.65 INLET NO: 11H STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 12" 6• S. GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): o' 135.00'225.00' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE: HDPE PVC PVC NORTHING: 7092694.91 TOP OF GRATE TO BOTTOM OF STUB (B): 2.00' 1.90' 1.90' FASTING: 11582454.68 TOP ELEVATION: 717.65 ROOF & YARD DRAINAGE SCHEDULE ° 270' 90 Q10) ' TOP VIEW 7 1 INLET NO: 14F STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE: 12" 6" 6" GRATE STYLE: SOLID LOCATION (DEGREES): 0' 124.27 214.27' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE: ..HDPE PVC PVC NORTHING: 7092869.66 TOP OF GRATE TO BOTTOM OF STUB (B): 2.00' 1.50' 1.50' FASTING: 11582626.87 TOP ELEVATION: 717.90 INLET NO: 14G STUB NO. 1 2 DRAIN BASIN SIZE 15" STUB SIZE: 12" 6' GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 252.97 OVERALL HEIGHT (A): 2.55' TYPE OF PIPE HDPE PVC NORTHING: 7092992.86 TOP OF GRATE TO BOTTOM OF STUB (B): 2.05' 2.05' EAS71NG: 11582862.91 TOP ELEVATION: 715.85 INLET NO: 14H STUB NO. 1 2 DRAIN BASIN SIZE: 15' STUB SIZE: 12' 12" GRATE STYLE PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 256.04' OVERALL HEIGHT (A): 3.50' TYPE OF PIPE. HDPE HDPE NORTHING: 7093103.10 TOP OF GRATE TO BOTTOM OF STUB (8): 3.00' 3.00' FASTING 11582623.31 TOP ELEVATION: 713.50 INLET NO: 14J STUB NO. 1 2 DRAIN BASIN SIZE: 15' STUB SIZE: 12• 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 90.00' OVERALL HEIGHT (A): 3.40' TYPE OF PIPE: HDPE HDPE NORTHING: 7092974.37 TOP OF GRATE TO BOTTOM OF STUB (B): 2.90' 2.90' FASTING: 11582777.47 TOP ELEVATION: 715.00 r 0 0 0 3 i 0 0 U 0 i i i N a ROOF & YARD DRAINAGE SCHEDULE 270' 90' olo* roP "Ew 1 1 SIDE VIEW INLET NO: 14K STUB NO. 1 DRAIN BASIN SIZE: 15• STUB SIZE: GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): OVERALL HEIGHT (A): 2.50' TYPE OF PIPE FHDPE NORTHING 7093066.97 TOP OF GRATE TO BOTTOM OF STUB (B): FASTING: 11582854.70 TOP ELEVATION: 715.00 INLET NO: 17A STUB NO. 1 2 3 4 DRAIN BASIN SIZE 15' STUB SIZE 12• 12• 12• 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' 124.01' 201.73' 275.05 OVERALL HEIGHT (A): 4.25' TYPE OF PIPE: HDPE HDPE HDPE HDPE NORTHING: 7092700.59 TOP OF ORATE TO BOTTOM OF STUB (B): 3.75' 3.50' ZOO' 2.30' FASTING: 11582742.72 TOP ELEVATION: 715.00 ROOF & YARD DRAINAGE SCHEDULE ° 270' 90' 180' MUM -T 1 SIDE VIEW INLET NO: 17B STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE 12- 12" 6" GRATE STYLE: SOLID LOCATION (DEGREES): 0 120.55' 210.55' OVERALL HEIGHT (A): 5.90' TYPE OF PIPE: HDPE HDPE PVC NORTHING: 7092649.04 TOP OF GRATE TO BOTTOM OF STUB (B): 5'40' 5.40' 2.40' FASTING: 11582734.27 TOP ELEVATION: 717.40 INLET NO: 17C STUB NO. 1 2 3 DRAIN BASIN SIZE: 15" STUB SIZE 12' 12• 6" GRATE STYLE: SOLID LOCATION (DEGREES): 0' 190.50' 270.00' OVERALL HEIGHT (A): 5.40' TYPE OF PIPE: HDPE HDPE PVC NORTHING: 7092606.96 TOP OF GRATE TO BOTTOM OF STUB (B): 4.90' 4.90' 2.40' FASTING: 11582784.67 TOP ELEVATION: 717.4p ROOF & YARD DRAINAGE SCHEDULE1 270 90• 010. TOP VIEW m SIDE VIEW INLET NO: 17D STUB NO. 1 DRAIN BASIN SIZE: 15' STUB SIZE: 12• GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREESj: 0' OVERALL HEIGHT (A): 2.50' TYPE OF PIPE HDPE NORTHING: 7092565.43 TOP OF GRATE TO BOTTOM OF STUB (B): 2.00 FASTING: 11582819.06 TOP ELEVATION: 715.00' INLET NO: 17E STUB NO. 1 2 3 4 DRAIN BASIN SIZE. 15' STUB SIZE: 12' 6• 6• g` GRATE STYLE- SOLID LOCATION (DEGREES): 0' 90.00' 180.00' 270.00' OVERALL HEIGHT (A): 2.55' TYPE OF PIPE: HDPE PVC PVC PVC NORTHING 7092697.14 TOP OF GRATE TO BOTTOM OF STUB (B): 2.05' 2 05' 2.05' 2.05' FASTING: 11562676.26 TOP ELEVATION: 717.2511 ROOF & YARD DRAINAGE SCHEDULE ° 270' 90' ,60 TOP wEw 7 1 SIDE ME�f INLET NO: 17F STUB NO. 1 2 3 DRAIN BASIN SIZE 15" STUB SIZE: 12" 6' 12" GRATE STYLE: SOLID LOCATION (DEGREES): 0' 149.55' 239.55' OVERALL HEIGHT (A): 4.70' TYPE OF PIPE: HDPE PVC HDPE NORTHING: 7092755.02 TOP OF GRATE TO BOTTOM OF STUB (B): 4.20' 2.40' 4.20' FASTING: 11582723.29 TOP ELEVATION: 717,40 INLET NO: 17G STUB NO. 1 DRAIN BASIN SIZE 15` STUB SIZE: 12" GRATE STYLE: PEDESTRIAN (H-10) LOCATION (DEGREES): 0' _ OVERALL HEIGHT (A): 2.55' TYPE OF PIPE: HOPE NORTHING: 7092848.22 TOP OF GRATE TO BOTTOM OF STUB (B): 105' FASTING: 11582801.10 TOP ELEVATION: 716.25' L Co a Q z J s O Oh S N I UM W O LLJ z J 0 w a a z O W U N Y LLJ U z o w E LLJ z �w J r ¢ LLJ yy U aG7 N LL O of CH.4 .... HIGH DENSITY POLYETHYLENE .................................... OCTAGONAL TRASH RACK FASTENED "" O + �9. h........................... TO TOP OF RISER PIPE 147 III h"r,':;" '•':":;;......, •;, ',:',',:'',.;',; ..... ' ,.... c 37 / w 1 ,2' GRAVEL ROAD i EMBANKMENT TOP VARIES ALONG ROAD.._ _ _. _ _ . _ _ - - . - — GRASS LINING REINFORCED } :'--- --- N ......, WITH N.A.G. S75 STRAW _ �. _.. ...... .......'5';4I , •.;:P. + `•.l ; MIN. ELEV 678.00 :: �". ': ....: ,: •: �': •;::•;::••;:....:•..; ,: ,,. ...,;.., 4...................... 22Yw 13' 1 BLANKET (STAPLE PATTERN 0) OP OF MH 1 RISER T � 3. � \ ..., ,,.. W NO CONE OR LID) (MAX)( ) „ .: • ,• ELEV = 677.00 ) TYPE 1 DITCH CONTROLLED FILL 3 MAX) VDOT ES-1 END SECTION WITH """'•••^•••... ', "" ,.;67 ,y 38 3 MAX 48' I.D. CONCRETE MH-1 COMPACTED IN STRICT i RIP RAP OUTLET PROTECTION NO SCALE .r ` ...... ...•......',...........•.• 1 WITH NO CONE TOP OR LID ACCORDANCE WITH INVER = 669.40 •' PROJECT SPECIFICATIONS •'`•.. •'• i \' ANTI -SE COLLAR (TYP)\\\ +., : 37, • '/ ; LOCATE 2 ET MINIMUM FROM PIPE JOINTS, \ `' ;...., '',i°f:. �• '�.'�` .��0 3'-0' 2 COLLAR 1,00 MAX SPACING I \ 1� 36 t, 11 AGEMENT % i /\�\ .......... V ....... k 1 MAX) I ° t 13.00' - 24' SD O 2,50R , + I, •:•i�:•. 1 PRECAST VDOT EW-1 ENDWALL 2' MIN DEPTH " �\ / / \ GRASS LINING REINFORCED ,' ,....,.• 5, ; : ) I ' \ `\ INV IN = 671.00 47.00 - 36 SD O 2.50% \-WITH N.A.G. SC250 TURF ! %//�/\////% /\// O 0 CUTOFF TRENCH MAT (STAPLE PATTERN E) 4 �//�j/%// //% / \fit ' ' :: ; i I ,; ,..: •'.: •.;.,,::•.,...,: `: ', ': '�, ; ! EXCAVATED INTO EXISTING GRADE / /\ /0/ /\ // F O'�'/////�'///,, TYPE 2 DITCH ; ; :° ; :;.:::;:: : :::.:...........•;:....:::: ,..' NO SCALE STORMWATER MANAGEMENT BASIN OUTLET STRUCTURE DETAIL NO SCALE t !'f••� ' , 58" (typ,) 10 --- OFFSITE STORMWATER MANAGEMENT BASIN PLAN 3 EA SIDE 515 8225' 0 50' 100' O iP4 ADJACENT I � 1" = 50'-0' �. OF PIPE 3000 pal g• MIN FINISHELLz- E CLA LANDSCAPE MOUND CONCRETE _..._r� GRA----._-_-----.-__--------------- io TOPSOIL T SEE RISER DETAIL SUB ELEVATION ^^ ( ��� FOR PIPE DIA i ELEVATION 22 14' (typ.) —1-• . HIGH DENSITY POLYETHYLENE STRUCTURAL PLASTIC Al BONDING COMPOUND AROUND PIPE LANDSCAPING MOUND CL LENGTH TOPSOIL VOLUME APPROX I`, `. �•'•. •�'�``''., `\•''� 1 •'• I , L y�_� ;• ,..,. o 71 LM 1 242' 160 CY LM 2 72 50 CY LM 36 25 CY LM BASE BID 115 75 CY LM �4 AL1'1 BID 30 20 CY TOP VIEW ISOMETRIC VIEW 713.79 OCTAGONAL TRASH RACK DETAIL DETAIL - ANTI -SEEP COLLAR LANDSCAPING MOUND DETAIL 716 77360 ! 713'�� -714 71 716 716— 47 NO SCALE NO SCALE NO SCALE 71345 719.4@ 1 t .45 {,•, 7134 /— -- 13 ;' 14 \ DIRECTION OF FLOW DIRECTION OF FLOW ^,o ' �„�. ��,;�. 0° . s7�'_- • , \\� {- CAST IRON CLEANOUT CAP WITH BRASS PLUG \ 7 �Q�!.,, \ 717.09 71773 --, HAVING A COUNTERSUNK SQUARE HEAD w LANDSCAPING' ✓ APJG MOUND,' 3 k ., �,B:dO '/ ,iy w. •. I j r SQUARE CONC SKID PAD PANELLA MODEL PA4SV-CSK (4") ; __,S� 454 BEND L ` I : # '1'` �R , /� ' x \, _ ; { ' 90 20"X20"X12" DEEP PANELLA MODEL PA65V-CSK (6") TABS `• ' ,•�` ✓✓•••""••X:. ,,% �,V.ls $.00 I` BELOW 1s' : �"' .y o•• �\ '� 1 .72 �'• 4" STONE-Q5• 7.85 GRADE SURFACE SET HEIGHT AS 7 }S: 7'•.,���� AWAY FROM CLEANOUT REQUIREDLAt3p 1NG 3 0 • , 1 .. 5t$.00 2'-0' 2'-0' CAST IRON CLEANOUT CAP WITH BRASS PLUG - --- M A HAVING A COUNTERSUNK SQUARE HEAD \ W 45° BEND SQUARE CONC SKID PAD PANELLA MODEL PA4SV-CSK (4") \ 45' COMPACTED VDOT NO. 10 -COMPACTED OR SAND 20'X20"X12' DEEP PANELLA MODEL PA6SV-CSK (6') BEND 0 TO SUPPORT RISER I : , .;`• .;,.;,:. 77 4" STONE STONE CAST IRON CLEANOUT CAP WITH BRASS PLUG718. 0 GRADE SURFACE SET HEIGHT AS DIRECTION OF FLOW 45' BEND /� HAVING A COUNTERSUNK SQUARE HEAD '"--�;., �'f¢:00 .` 71 4 :'�' { �, -g'•3 2'-0' AWAY FROM CLEANOUT- / REQUIRED SQUARE CONC SKID AD PANELLA MODEL PA4SV-CSK (4") +; �' .r, / ........... ,,, ,.••"�""'' 'a 20"X20"X12" DEEP I PANELLA MODEL PA6SV-CSK (6 71,K.•`' 45' BEND ,., �•;.:.:: �', 1�.,,"'' ...�..: 'A cm.. /.r,..,. STONE OR SAND TO SANITARY CLEANOUT TYPE 1 -COMPACTED VDOT10 4" STONE J �' TERMINAL LINE CLEANOUT / I SUPPORT RISER GRADE SURFACE SET HEIGHT As AWAY FROM CLEANOUT /� -REQUIRED .,� zf FITITNGS REQUIRED FOR ACHCLEANOUT CLEANOUT 45' BEND 45' BEND 9 WYE 45' BEND 221E BEND 1114' BEND ADAPT r-COMPACTED w0T N0. ,0 ,../, f f x ,.- 7 PROPOSED MIDDLE SCHOOL BUILDING STRAIGHT 0 0 2 0 0 1 TYPE 3 CLEANOUT 18 TO SUPPORT RISER STONE OR SAND '71: /� ,t 'f8:6i7 •'` STRAIGHT r ;/,- �, FFE _ ._718..fi7••••'~"'. FOR BENDS GREATER THAN 45' FITTINGS REQUIRED FOR EACH CLEANOUT SANITARY CLEANOUT TYPE 5 ALTERNATE #1 SITE GRADING DRAINAGE PLAN CLEANOUT 50' 25' 0 50' 100' Y WYE 45' BEND 22W BEND 11144' BEND ADAPT FOR JUNCTION OF TWO LINES AT 90' 1" = 50'-0" � \ BEND 561/4' 1 2 D 1 1 FITTINGS REQUIRED FOR EACH CLEANOUT CLEANOUT WYE 45' BEND 22Yi' BEND 11 Y% BEND ADAPT 671/2' 1 2 1 D t 78 3/4. 1 2 1 1 1 w 1 a D 1 a 1 1 SEE TAB S BELOW \ 0 CAST IRON CLEANOUT CAP WITH BRASS PLUG HAVING A COUNTERSUNK SQUARE HEAD (JUNCTION 2 4 0 I 0 1 SQUARE CON, SK PAD PANELLA MODEL PA4SV-CSK (4") 20"X20'X12' DEEP PANELLA MODEL PA6SV-CSK (6") I �1 a= 4' STONE _ GRADE SURFACE ,-SET HEIGHT AS DOWNSPOUT-- FACE OF BLDG W z AWAY FROM CLEANOUT / REQUIRED BRAN BRANCH 45' BEND Z RAL COMPACTED AASHTO M43 CAST IRON DOWNSPOUT SHOE / #10 STONE OR SAND TO SUPPORT RISER NEENAH R-4925-A, TYPE B, OFFSET OR APPROVED EQUAL FINISHED GRADE _ FIFE _ (0,00') \I/\'/ DIRECTION OF �—• -30� FLOW 2'-0• FINISHED GRADE 1' MIN COVER 6"0 45' BEND TIED 6"xl2" TEE I dl /\\/\\/\\/\�/\\ \ \\ \\ \\ r%!i�/i\\!!\\\;;/\\�;\�;//\\\;//\\\;� '/ ' 6" (TIP) DOWNSPOUT LEADER-- YINTO ARD DRAIN NEIN TYPE 2 CLEANOUT 12" (TYP) HOPE FOR BENDS LESS THAN 45' YARD DRAIN N 4"x6" REDUCER S SET Y�YARD RT ADRAIN RIES ASLOPES INVERT CHANNELS SHALL BE FORMED WITH CONCRETE SHOWN j REQUIRED FOR EACH CLEANOUT 45' BENDS (2) AND SHALL BE SMOOTH AND SEMI -CIRCULAR IN SHAPE,, CONFORMING FITTINGS THE INSIDE OF THE ADJACENT SEWER SECTION. CHANGES IN a CLEANOUT i 0 WYE 45' BEND 22Ye' BEND ADAPT 6" SD-\ NOTES: nnc a Ye D noeiu SYSTEM DIRECTION OF FLOW SHALL BE MADE WITH A SMOOTH CURVE OF DIRECTION AS LARGE A RADIUS AS SIZE OF MANHOLE WILL PERMIT. STRAIGHT 0 1 1 0 0 �"' WHERE A ROOF DRAIN LINE TIES INTO A YARD DRAIN LINE WITH NO YARD 11 1 4' 1 1 0_ 1 NTHRU FLOW DRAIN BASIN OR CLEANOUT. MANHOLE INVERT SHAPING , , ;- _ , 0 o BEND 1NV = (-3.00') 33 3 4' 1 1 1 1 NO SCALE 45' 1 1 1 2 0 0 i.�w1�1rnT°r,�, Mr A1° -rvn i^°^A IAIr/,%TI/NAI -r\ WA Mr\ nnAIKI I IAICC` UUININZ:F'UU I LUININLU I IUIN UL I /AIL I I Tr CO NIVEC I IUN I U 1 MrCU Ur\MIIj LIINLJ NO SCALE NO SCALE C3 W :fj o u 0 4 a I bcq moo® r� m � a N C. d L/J Ci3 Q Z_ CD O s O n V M LIJ z F- Q U w ® O 0 z Q O I- U V) Y LL I ca Z !r U- Z LL I LJ J Q LLJ r) Q ti Z LL1 Q Q ry n- O C/) C3.5 A B RISER PIPE W/ OUTLET SO AND VOOT EC-1 TOP OF SB BERM=710.50 DOD EROSION CONTROL LEGEND SYMBOL DESCRIPTION STD, & SPEC. cyCONSTRUCTION ROAD STABILIZATION 3.03 IP INLET PROTECTION 3.07 ®I CULVERT INLET PROTECTION 3.08 DD TEMPORARY DIVERSION DIKE 3.09 ST TEMPORARY SEDIMENT TRAP 3.13 SB TEMPORARY SEDIMENT BASIN 3.14 STORMWATER CONVEYANCE CHANNEL 317 4PsOUTLET PROTECTION 3.18 PERMANENT SEEDING 3.32 EROSION CONTROL NOTES 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, LATEST EDITION, AND THE EROSION CONTROL NARRATIVE, 2. INSTALL EROSION CONTROL PRACTICES AS SOON AS PRACTICAL IN THE LOCATIONS SHOWN ON THE DRAWINGS AND IN ANY ADDITIONAL LOCATIONS DEEMED NECESSARY BY INSPECTORS OR LOCAL OFFICIALS. 3. EROSION CONTROL SHALL REMAIN IN PLACE AND CONTRACTOR SHALL MAINTAIN THESE MEASURES UNTIL THE AREA THEY SERVE HAS BEEN STABILIZED AND THE INSPECTOR HAS CERTIFIED THAT THE CONTRACTOR'S WORK IN THAT AREA IS COMPLETE. 4. CONTRACTOR SHALL MAINTAIN ALL STREETS AND ROADWAYS FREE OF MUD AND DIRT, AND SHALL CONTROL ALL AIRBORNE POLLUTANTS AS DESCRIBED IN THE EROSION CONTROL NARRATIVE. 5. ANY TEMPORARY EARTH BERMS, DIVERSIONS, AND SOIL STOCKPILES SHALL BE SEEDED FOR TEMPORARY VEGETATIVE COVER WITHIN 10 DAYS AFTER GRADING. 6. CONTRACTOR SHALL ADHERE TO ALL PROVISIONS OF THE EROSION AND SEDIMENTATION CONTROL NARRATIVE INCLUDED WITH THE EROSION CONTROL SPECIFICATIONS. 7. CONTRACTOR SHALL LOCATE A GRAVEL CONSTRUCTION ENTRANCE AS NECESSARY TO ADAPT TO FIELD CONDITIONS. B. ALL PERMENANT SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02900, 9. REFER TO PLAN SHEETS C3.1 - C3.5 FOR SITE GRADING AND STORM DRAINAGE. 10. REFER TO ACCESS ROAD PLAN AND PROFILE (C1.5) FOR ADDITIONAL EROSION CONTROL MEASURES. 11. REFER TO SHEET C3.7 FOR EROSION CONTROL DETAILS. 12. CONTRACTOR SHALL PROVIDE A SOURCE OF WATER FOR WASHING VEHICLES AT THE WASH RACK IN THE CONSTRUCTION ENTRANCE. WATER SOURCE SHALL BE PRESENT AND OPERABLE AT THIS POINT DURING ALL WORK UNDER THIS CONTRACT, 13, CONSTRUCTION ROAD STABILIZATION SHALL BE PLACED OVER ALL PARKING AND DRIVE AREAS TO BE PAVED. NEW CIRCULATION ROAD SHALL BE 6' COMPACTED VDOT 218 BASE COURSE STONE. SEE TYPICAL SEC11ONS ON SHEET C1.3 AND C1.7 FOR DETAIL OF SUBRADE ELEVATIONS AND ROAD STABILIZATION ELEVATIONS. 14. A STOCKPILE LOCATION FOR ALL STRIPPED TOPSOIL HAS BEEN DESIGNATED OWN THE ADJACENT PROPERTY / PASTURE TO THE NORTH; PLEASE SEE SHEET COA FOR STOCKPILE LOCATION. CONTRACTOR SHALL PROVIDE AND MAINTAIN PROPER EROSION CONTROL AND STABILIZATION MEASURES FOR THIS STOCKPILE AS WELL AS HAUL ROUTE TO AND FROM THE STOCKPILE. AT CLOSE OF PROJECT, ALL EXCESS TOPSOIL SHALL REMAIN STOCKPILED IN THIS LOCATION FOR THE POSSESSION OF THAT PROPERTY OWNER; PROPER STABILIZATION WILL BE NECESSARY FOR FINAL STOCKPILE. 50' 25' 0 50' 100' 1" = 50'-0" CC3 G� q'S'go .N t101., q q o �',, � • C0�2 W W �w a z J z O S 0 a Iv Z N M L .i z J U w o O EL � CJ LLJ C) w 0 w w z Q J n J O ry z 0 U z _O U) 0 cr— Ld C8.6 BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER ,Tl,•r••f AM ,,.•,1af. ►tea` �1 ►a.+s�1 ►i- 4� Oi- �, NWPOP ALET HIM SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PON➢ING AROUND THE STRUCTURE. + GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC (3) #4 EA SIDE Or ._ x CULVERT INLET PR 0 TECTION Q DISTANCE IS 6' IF FLOW IS 1 TOWARD EMBANKMENT ROW OPTIONAL STONE COMBINATION I' • I Flow 'MSNiO M43 a3, 1357, t15,56 OR #5 SE AGGREGATE RIP RAP TO REPLACE SILT FENCE IN HORSESHOE - WHEN HIGH VELOCITY OF FLOW IS EXPECTED PLATE. 3.07-3 SOURCE: ADAPTED from VDOT Sfudord Sheets and Vc. DSWC ADVANEDGE SILT BARRIER RING WITH GEOTEX 117F FILTER TYP. FlHISHED to YARD DRAIN BASIN GRADE FRAME AND GRATE 30' LONG STAKES -4 PLACE (USE CAUTION WHEN INSTALLING STAKES TO N PREVENTDAMAGETO UNDERGROUND PIPES) L TYPICAL DRAIN BASIN STRUCTURE INLET PROTECTION FOR YARD DRAIN BASINS NOTE: FOR USE AS INLET PROTECTION FOR ALL YARD DRAIN STRUCTURES (SEE C3.3 FOR YARD DRAIN STRUCTURES). 6" MIN �� COLLAR iISER DETAIL SIZE (X) 'E DIA i LOCATION X I SED. BASIN A 4.50' COMPOUND BASIN B 5.00, PIPE SED. BASIN C 5.25' SWM BASIN #11 4.50' SO 35-36 3.00' DETAIL - ANTI -SEEP COLLAR NO SCALE PROVIDE ADEQUATE STRAPP"' POLYETHYLENE CAP `PERFORATED POLYETHYLENE TACK WELD _--_ DRAINAGE TUBING DIAMETER CORRUGATED = SHALL BE 2 INCHES (MIN) METAL RISER j LARGER THAN ORIFICE DIAMETEi FERNCO-STYLE COUPLING DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1-FOOT MINIMUM NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE ` DRAINAGE TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 A DEWATERING SYSTEM 1 NO SCALE FOR SEDIMENT BASINS PIPE OUTLET CONDITIONS Source: Va. DSWC 14 GA, CORRUG METAL TOP PLA REBAR UPPORT BARS SPACER BAR; S DIA AS SUPPOR 14 GA. 54'0 C.I 36+0 C.M.P. RISER SECTION A -A 14 GA. CORRUGATED METAL TOP PLATE- PLATE. 3.08-1 I.� a 61m, CONTRACTOR SHALL PROVIDE OUTLET PROTECTION STONE APRON IN ACCORDINANCE WITH VAESCH STANDARD 3.18 AT EACH STORM DRAIN OUTLET: DETAIL AND TABLE OF DIMENSIONS ARE PROVIDED AS MINIMUM FOR CONSTRUCTION. Plate 3.18- W i� to CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE ONE OF POSTS. l I � ( .r FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW III = X, A L `~' A II II II #8 REBAR SUPPORT � 1----4A-----Y- -1-----**-----r-0 II BARS (BELOW) WELD TO INSIDE OF CYLINDER ° K' DIA PRESSURE RELIEF HOLES. HOLES MAY BE OMITTED IF TOP IS pl CORRUGATED AND ENDS OF CDR -RUGATIONS ARE LEFT FULLY OPEN PLAN WHEN TOP IS ATTACHED. ANTI -VORTEX DEVICE FOR 0 CDORRUGATED METAL STANDPIPE NSCALE EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Fit ER FABRIC WIRE I Adapted from ]nstAlleUon of Stray and Febricll_ei'_Barriers. for Sedim OUTLET PROTECTION OUTLET MEDIAN STONE SIZE 050) APRON LENGTH UPSTREAM WIDTH OWNSTREA WIDTH 1 6" 35' 10' 1 20' 15 SCOUR BASIN: SEE DETAIL ON THIS SHEET 18 SCOUR BASIN: SEE DETAIL ON THIS SHEET 24 6" 4.5' 4.5' 6' 28 6" 6' 8' 8' 30 6" 6' 6' 8' 32 6" 6' 6' 8' 34 6" 6' 6' 6' 36 6" 12' 9' 15, J 3.U5-1 TEMPORARY SEDIMENT TRAP 1' VAflIA9LE+ ORIGINAL VARIABLE' GROUND ELEV, 67 CU. YD./ACRE VARIABLE 14 67 CU. YD./ACRE 4' MAX. (EXCAVATED) ILTER CLOTH ORIGINAL GROUND ELF/. 'SEE PLATE 3.13-1 COARSE AGGREGATE" CLASS I RIPRAP CROSS SECTION OF OUTLET CLASS I RtPRAP LENGTH (IN FEET) 6 X ORNNAC,, AREA ON AC.) DIVERSION DIKE GOARSE AGGREGATE EXCAVEAATE0 / (//� FILTER CLOTHAR + COARSE AGGREGATE SHALL BE VDGT #3, #357 OR #5 OUTLET (PERSPECTIVE VIEW) SOURCE: VA. DSWC PLATE. 3.1 TEMPORARY DIVERSION DIKE Compacted Soil 18" min. 1111111111111 Flow I^- 4.5• min. MINIMUM TOP WIDTH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS ACCORDING TO HEIGHT OF EMBANKMENT (FEET) HO � 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 ZEX.AVATEG 3.5 2.5 3.0 HG H 4.5 3.5 4.0 5.0 4.0 4.5 T MAX. DEPTH 4' ORIGINAL GROUND ELEV. SOURCE: VA. DSWC PLATE. 3.13-1 TEMPORARY SEDIMENT TRAP CHART DESIGN / CONSTRUCTION DATA SEDIMENT TRAP' DRAINAGE AREA (acres) TOTAL STORAGE TRAP DEPTH (feet) TRAP LENGTH (feet) TRAP WIDTH (feet) WEIR HEIGHT (feel) WEIR LENGTH (feet) BERM HEIGHT (feet) REO'D (cy) DESIGN (Dy) 1 2.9 388.6 407.0 2.6 80 30 2.0 17.4 3.0 2 3.7 495.8 522.9 2.5 80 40 2.0 22.2 3D 3 0.3 40.2 50.0 1.6 20 20 1.5 1.8 2.5 4 0.4 53.6 56.7 2.1 20 20 1.5 2.4 2.5 5 0.7 93.8 96.0 2.1 35 20 1.5 4.2 2.5 6 0.4 53.6 56.7 2.1 20 20 1.5 2.4 2.5 7 0.5 857.6 69.8 2.1 25 20 1.5 3.0 2.5 8 0.2 26.8 30.5 2.1 20 10 1.5 1.2 1 2.5 9 0.1 13.4 16.6 2.1 10 10 1.5 0.6 2.5 10 2.1 281.4 303.1 2.5 60 30 2.0 12.6 3.0 11 8.2 830.8 855.2 3.3 100 40 2.5 37.2 3.5 12 6.4 857.6 817.2 3.0 100 45 2.6 38.4 3.5 13 3.5 469.0 1 469.1 1 3.1 60 1 40 2.2 21.0 3.2 14 --> Erosion control structure 14 is a sediment basin; please see appropriate details. 15 4.8 1 816.4 1 684.7 1 3.1 80 1 40 1 2.5 1 27.6 1 3.5 •SEDIMENT TRAPS 11 AND 12 MWIDTH ALL HAVE 1.00' ADDITIONAL BERM DUE TO EXCESSIVE DRAINAGE AREAS INSTEAD OF A 3.00' WIDE BERM (W), THE BERM WIDTH FOR BOTH TRAPS Q 11 AND 12 SHALL BE 4.00' (IV). A.d rl pp� O b V � O, M co CIO � o m V M, r AIVo cv � •mo _ Fyn �f Cz, O � L[i Q Uv GO c�v a1 W T �i- SOURCE: VA. DSWC PLATE 3.09-1 Tp CpN p� T N 7Uq t, g7p�pM q�qN EL, pp �� qp N Q NOTE A: WAgpf NASIN S IF OFUIDMBE°ATATHEASAME ELEVA•NONNOR LOWERANPRNATURAL NOTE A Z CHA N BOTTOM AT SEC. A -A. CD -I 5 O Oa 04 TOTOP ��NATURAL \\ = N \LNATURAL CHANNEL M SEC. '.-A (n EXISTING GRADELiJ Z NATURAL C.A.M. C W \1 a. QU ---� SUPPORT RIP ��il ? 0 SEC. B-B EXCAVATE TO THIS LINE H U BACKFlLL W/ RIPRAP N - o. _1 z O ' BEAM AS REQUIRED l t APRON tA' TO SUPPORT RIPRAP AP I O M 0 �� T f; /� , I 2:1 I EXCAVATE TO THIS LINE'�" � � C LVER t \ 2.1 1 HORIZONTAL i i �SYMM ABOUT SEC. C-C BAC KFILL WRIPRAP O A NOTE: Wo DIAMETER OF PIPE CULVERT HALF PLAN J1 Y ]C <L EMBANKMENT TWW =ELEV 710.50 - - - - - 2 (MA ANTI-VORTEX DEVICE 1 SEE DETAIL THIS SH- TOP RISER=TOP - 5 _p+ DEWATERING TUBE _ =ELEV 707.51 INV 5.3' ORIFICE=705.73 IN V=705.73 'POND / CLEAOUT ELEV=704.- / -- - z-, D)W CONTINU POND FILLET LD \/ r 18" n VOLUME Y" / \% 1/4" STEEL PLATE�� \// 95% COMPACTION \\//\\/I 6'-0" OVER BASE PLATE TOP OF BERM TOP OF OF RIPRAP7 ACXk` WATER CENTERLINE SECTION NOTE B OUTLET DIMENSIONS Lb Ls d50 he SD #15 10.95 ft 7.5 ft 5 In 0.73 ft SD #18 7.2 ft 4.8 ft 3 in 0.48 ft I` 4.0' MIN I J ANTI-SEEP COLLARS, 3.75 SO. (2) COLLARS O 12.25MAXACING; LOCATE 2 FEET MINIMUMFRPIPE JOINTS BERM AS REQUIRED TO SUPPORT RIPRAP 0 y d N mt7 4) . SEC. D-D �T e SCOUR BASIN DETAIL 0 2 21.00' - 24" SD O 0.90% (RCP OR HOPE) LB070M OF POND AT TOE NOTES: OF EMBANKMENT = 701.50 1. INSTALL RISER, CULVERT AND EMBANKMENT AS INDICATED FOR USE AS TEMPORARY TEMPORARY SEDIMENT BASIN "A" OUTLET DETAIL AT SEDIMENT ND OF CONSTRUCTION CONCE THTOR ELNTIE AREA REMOVE ESERVE R, CULVEBYTTHE BASIN HAS AND NT NO SCALE BEEN SATISFACTORILY STABILIZED. AREA WILL THEN BE RESEEDED FOR STABILIZATION. 2. MARK POND CLEANCUT ELEVATION ON RISER SUCH THAT WHEN SEDIMENT REACHES THIS LEVEL, THE POND SHALL BE DREDGED TO ITS ORIGINAL CONTOURS. VDOT ES-1 ND SECTION WITH VDOT EC-1 OUTLET PROTECTION; INVERT OUT = 705.50 0 _J Q L1J 0 J z O z O cr- LJJ C8.7