Loading...
HomeMy WebLinkAbout39-02 Millwood Station Fire & Rescue - Shawnee - Backfile�' 1� � ' uIt DIX% Rc)_b�eirt B. C/(D millw(Dc)a 600 Millwood Avenue Winchester, VA 22601 Phone.- 540.667.1010 HOL11 Fi Ir e for -STATION FIRE & RESCUE COMPANY SHAWNEE MhGICTERIAL FREDERICK COUNTY, DISTRICT VIRGINIA TRIAD PROJECT NUMBER CD — 061 ,.INDEX OF,".._,1S­HE.ETS VICINITY MAP 1 " = 2000' TE PLAN REVIEW �g SUBMISSION - 09-13-02. v DESCRIPTION SHEET N O . RESUBMISSION - 01-31--2003 RESUBMISSION - 02-14-2003 COVERSHEET .........................................................................0 --1 r NOTES & LEGEND..................................................................C-2 EXISTING CONDITIONS............................................................ — 3 SITEPLAN.............................................................................. C-4 GRADING AND E&SC PLAN ......................................... ... . .. C — 5 'for tb>� he �� Ian rs�d �t�rt�r. LANDSCAPING PLAN............................................................... ed, a contractor ... , . � wa�o i® •:�.►tlt�ed � the >ae of tiaa and Recroatioa aa� � bl0 �Ft and WATERLINE PLAN & PROFILE ......................................... . C--7 ���t�r e hie oWsp.M to the owtin" � ot pew.0 wed 1w the contractor plor to the Ialtiatioa WATERLINE AND SANITARY SEWER PLAN & PROFILE ........ C — 8 of land -dam actMiy` STORM SEWER PLAN & PROFILE ......................................... C — 9 STORM SEWER PLAN & PROFILE ......................................... C ` 1®F'm{i .4we STORM SEWER PLAN & PROFILE ......................................... C —11 FCSA NOTES AND DETAILS..................................................C-12 CONSTRUCTION NOTES AND DETAILS ................................... C —13 .Approved by the Zoning Administrator E&SC NOTES AND DETAILS...................................................C-14 E&SC NOTES AND DETAILS...................................................C-15 — 03z1_9 0.3 Zoning Administrator Signature Date DDS & Resciae /54_0�_ TH op v DENNIE D. DUNI AP III No. 035809 2 /i y /a 3 �S7®NAL Note: Site plan is valid until 5 years after approval date. m"m=91A&00 www.triadeng.com CIVIL DESIGN GROUP 200 Aviation Drive P.O. Box 2397 Winchester, VA 22604 Phone: 540-667-9300 Fax: 540-667-2260 E—mail: office ®triad—winc.corn 971 Acorn Drive P.O. Box 1448 Harrisonburg, VA 22802 Phone: 540-434-4135 Fax: 540-434-5841 E—mail: off ice(Ptriadengineering.net GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record, shall be done at the contractors risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and ail other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health. County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES: EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor shall arrange the meeting with the County E & SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified In ASTM D-2487 as OW, GP, GM, GC, SW, 5P, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 lb/cu. ft. per ASTM D-698 and shall hove a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95% of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lone per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet. (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrades on cut shall be compacted for a minimum of one (1) foot in depth. Subgrade in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roads or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrode free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing . or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Road and Bridge Specifications and Standards and Virginia E & SC Regulations. VDOT GENERAL NOTES: 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. 3. When working on 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 VDOT's January, 2001 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction conference must 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. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. CONTRACTOR UTILITY CONSTRUCTION INFORMATION: Allegheny Power Phone: 540-722-5859 - Application for Electric needs to be made concurrently with site plan approval (1-800-225-3443). - Once site plan is approved, a copy needs to be submitted to Allegheny Power. At that time, details and specs will be provided for conduit and transformer size. Allegheny Power will be responsible for: - sizing conduit - running cable - providing junction box if needed - sizing and providing transformer - sizing transformer pad Site Contractor, after site plan approval, will be responsible for: - trenching (approx. 48" depth, conduit may be laid with telephone line with 1' separation - laying conduit with 1/4" nylon rope pull string; anticipated 4" schedule 21 PVC - lay conduit to existing junction box and make connection (Allegheny Power typically requires only one conduit to be laid but Contractor may lay two if there is a concern for conduit crushing) - install junction box if necessary - pouring and forming transformer pad - Site Electrical Contractor shall be responsible for all wiring from transformer to building. Cable installation: Approximately one week prior to conduit installation completion, call Allegheny Power at 540-722.-5859 to schedule cable installation. Verizon Contact: Larry Willingham Phone: 540-665-3153 Once site plan is approved, a copy needs to be submitted to Larry Willingham w/ Verizon. Verizon will be responsible for: - supply and install junction boxes within public right-of-ways - running cable Site Contractor shall be responsible for: - trenching (approx. 1' above electric line conduit) - laying 2-4" schedule 21 PVC conduit with 1 /4" nylon rope pull string (approx. 1' above electric line conduit); conduit should be laid to property line and be marked clearly - installation of interior mount within the Electric/Telephone room (see Arch. drawings) - provide on -site junction boxes; at no more than 500-foot intervals (all junction boxes in pavement areas to have H-20 Load Rating - Site Electrical Contractor shall be responsible for ground wire from electrical to phone mount. Cable installation: - Contact Larry Willingham at 540-665-3153 prior to electrical conduit installation to coordinate installation of telephone conduit from existing termination location to property line. Verizon will provide conduit only to property line. -- Approximately one week prior to conduit installation, call Verizon to schedule cable installation. Shenandoah Gas Contact: David Reichert Phone: 540-868-7911 Complete Gas/Service Meter Application - start date for service dictates installation schedule for Shenandoah Gas. - All line installation will be handled by Shenandoah Gas (including trenching). FCSA CONSTRUCTION NOTES: Contact: John Whitacre Phone: 540-868-1061 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. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is resonsible for the installation 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 to be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. 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) make the location of the tap: (4) make final payment when the work is completed. ABBREVIATIONS ARCH. ARCHITECT C/L OR CL CENTERLINE CL. CLASS C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER D.I.P. DUCTILE IRON PIPE DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE G.B. GRADE BREAK HORIZ. HORIZONTAL H.P. HIGH POINT INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STAN DAR D STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK S.F. SQUARE FEET STIR. STRUCTURE T.B. TOP OF BANK T/C TOP OF CURB T/W TOP OF WALL TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X--ING CROSSING LEGEND EXISTING PROPOSED 0 2900 - z.9oo---- - -- 2898 - ----__2a9e--- 2876.3x .amass. a&e SITE PLAN NOTES: 1. Total area: 5.3896 Ac. Existing area: 4.1624 Ac. Leased area: 1.2272 Ac. 2. Zoning: B-2 3. Existing Use: Vacant 4. Proposed Use: Fire Station & Banquet Hall 5. Property Identification (PIN #): 64-10-5 6. Building Setback Requirements: Front = 35' (Costello Drive) Side = N/A Rear = N/A 7. Building Setbacks Provided: Fire Hall: Front = 49.25' Side = 43.51' Rear = 562.14' Banquet Hall: Front = 42 / .45' Side = 13.69' Rear = 200.07' 8. Parking Setback Requirements. Front = 10' Side = 5' Side = 5' Rear = 5' 9. Open Space Requirements: Required: 15% = (0.15*5.3896 ac.) = 0.8084 Ac. Provided: 1.434 Ac. = 26.6% ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS CONCRETE PAVEMENT BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS SHRUB PROPERTY LINE STORM SEWER INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING LM:11 i) TRIAD ENGINEERING, INI 011111111 o I v) O ai o I 0 � _ o U o c U m o W ° C ai 0 21 F- ry c ®+ a] 3 4' Cy U ® 0 • Z w D ,► U F > Z . LO P QM wiQaZ °$0(0D LLJ mN 5, Z0 (0X2 ON-z0 6 w®wUZ a 0 0 Ka Z Id .J o.Oz J- Q_u► Z- UZOVp>$ Z Q /, W N V N UJ a00 =o IY ® 0 N ff* OF 24 i UDENNIE D. DUNLAP III ' No. 035809 2 liy �03 �1 a s'ONAL PROFESSIONAL SEAL C-2 SITE STATISTICS OWNER: DR. ROBERT B. HALL, DDS c/o MILLWOOD FIRE STATION, COMPANY 21 WINCHESTER, VA 22601 ZONING - B-2 SHAWNEE DISTRICT DEED BOOK NUMBER: DB 802 PG 1055 PIN #: 64-10-5 LOT ACREAGE: 5.3938 Ac. EXISTING: 4.1624 Ac. LEASED: 1.2272 Ac. THIS PROPERTY LIES OUTSIDE THE 100-YEAR FLOODPLAIN, BASED ON NAD27 DATA. 1106 IPIA 11 r V / \ \ exist. son top=708.87 inv. in=698.12 (8" pvc) Inv. in-697.53 4 pvc) "`c� 'tip \ \ ✓ �, Inv. out-697.41 �8:, pvc) 1 r _ r �\ A r , $LO r \ II PATRIqIA G FBIGGS y � GAR6 ER 545/1662 1 SHENANDOAH UNIVERSITY ! ) I PIN #: 64-8-9 924/973 j ZONED: 62 \ i / \ PIN #: 64—A—A / / o i j / /USE: VACANT y ZONED: B3 \ \ \ i USE: VACANT `` box • � A I /, � , ! � / j t / � � �. exis}� "storm gate j r inv—inm7 .6 (30" rcp) S22.42'25 I r ' invl out 896i (30" rcp) \ ex. chain , -:1< fence 1 / / 252.94 s23'o1'58"W .._..................... 1. PROPOSED �, .. .. . ... . \ . . . . . . LEASE// LINES N, - Id - - ....... �....... 1 ... . /.. .. /. 1.2272-AGR.AREA ,J. - . .. . TO• BE -LEASED •FRO.M • . . . . . WINCHESTER' REG10N•AL . . . . . . N/F / ..� . ... A(fj06RT -AIJT1 OkfY .. .. ..J: WINCHESTER REGIONAL % , j' • ✓ `' AIRPORT AUTHORITY 659/1059y. . PIN #: 64—A-88 / / y y. �: , .. . . . . . ZONED: RA . _ / USE: AIRPORT ! . _ . . . . ..... .. i _ ,li, . . . . . . . . . - . . . . . . / / • / �/ ' '/ �•' •/,f /_.-. . .-✓. .-.•.•.•.• JI • is-',,. .._:.-s - i... ... .... _ . . _... .. ................... ,. _ S26' 17'30'••W- . . . , . . . . ! / ! 150.00, j ....... 254.21' , exist. 30 / utility /easement 1`0 /l ! if 1 /' / / �l 1 f� j \ i 1 �, ` I exist. son mh / / / / / 1 r , -9 0.67 inv. i =691.90 (8` pvc) exist. 30" rcp 1 J j 1 1 I inv. opt-691.71 ($" pvc) ! inv. out�695.17 r 1 1 I I ./. . . .. 1 j MILLWOOD STATION / FIRE & RESCUE� INC. 01-00-803-74 PIN #: 64 10-5 1 �. / 1 j �- -� —�- °n •- — -- -=U exist. son mh 1 I I top4704.72 N/F / ZONED/ B-2 ( - I ' / I/ : l 1 j FREDERICKTOWNE GROUP, L.C. ' \ 1 USE: -VACANT 0' ` Ir I 1 ` LOT 1 ( \` + I / 955/152 �xist _goslin _ — j PIN : ZONED: B2 exi 27" r j VACANT inout=691 i.92 I N I r ex st. ; storm inle' to =696.06 in it G§Z43 ? i in�. 9utr692.39 — --. — _ - - - \ ( :.1 ) i l ! 11 i 1 ► I�j`�-}`I xist. "dip W I ��r' ` •, ( i ( I � J I !;; r 1 1 I I I I I I i �' /, / I•151 1 1 '01 °exi t. cirrri inlet r (L3 f I j F I I inv! in Z / 02194 f I I r ! I inv o1jt-,69i2.7 j `'' I SW17'30"W a I! I ) I I ( I .'r. o � .r► .an i iw • F' O W ca W 1000. I I WINCHESTER LODGE NO.1283 I I 1 1 I° 0 LOYAL ORDER OF MOOSE I 1 I II U W II 955/164 I r I I II PIN #: 64-10-4 USE: NED: B2 VACANT ► r I + I I III 40 0 1 � 1 1 I III 40 80 I IIII Scale 1" 40 ' ML:11 TRIAD ENGINEERING, INC N 0 M O N O I � '_ O °c o 1W 0 C r •p N 0 U 0 to o �>1 �T M y m Q O c o U V z , U ZS Qw� m _Z 5 Q030Nd LaJ mN �N•�S�Zo Ln Xa 0r 0�as a WZW V : 0 Z•zOW C^ aas� N z 8� U?UVJ>Yo -5)> Z ZZ •Z=:)— W 0 Lj a00 n =o Z�U 0 Q � s N i UDOW D. DUNIAP III;'• No. 036609 ro� :R /IY 03 � ti TONAL E�� PROFESSIONAL SEAL V� V N z >< 0 ZCL o m>w Z Q UZ 0 V)10 p V Lj /Q/� Y ~ VUL) V/ JCnF _J �0 C) y�W Z oV 0:Ld �.. Li. V) W X Li. LJ 120 Drawing `1 I Number: C-3 N/F WINCHESTER REGIONAL AIRPORT AUTHORITY 659/1059 PIN #: 64-A-88 ZONED: RA USE: AIRPORT PROPOSED FENCE ALONG PROPERTY LI1 (TO MATCH EXISTIN( AIRPORT STANDARDG NOTES: 1. ALL DIMENSIONS ARE TO FAC 2. ALL PROPOSED CURB RADII 3. PROVIDE HANDICAP ACCESSIE 4. ACCESSIBLE PATHS OF TRAVI APPROACHES, RAMPS AND STATEWIDE BUILDING CODE, 5. "LIGHTING PLAN" INCLUDING AND BASE TO BE PROVIDED BY THE ARCHITECT AND APPROVED BY THE FREDERICK COUNTY STAFF. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 7. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT MISS UTILITY OF VIRGINIA AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION. 8. CONTRACTOR SHALL CONCRETE ARCH EXISTING 8" W/L & 8" SANITARY SEWER FOR STORM SEWER CROSSINGS) AT COSTELLO DRIVE, CONCRETE SHALL EXTEND A DISTANCE OF 4.5' IN EACH DIRECTION FROM THE CROSSING. 9. CONTRACTOR SHALL MATCH EXISTING COSTELLO DRIVE PAVEMENT SECTION FOR THE WIDENING OF COSTELLO DRIVE AT THE FRONT OF THE PROPERTY. THE COSTELLO DRIVE SECTION SHALL EXTEND TO THE PROPOSED CONCRETE PAD IN FRONT OF THE FIRE STATION, AND TO THE R/W LINE FOR THE ENTRANCE TO THE PARKING AREA. 10. OIL/WATER SEPARATOR SHALL BE MIFAB MODEL #MI—O—HU-4 OR APPROVED EQUAL. TOP=701.00, INV. IN=696.12, INV. OUT=695.96, BOTTOM=693.92. 11. GAS METER LOCATION(S) AS SHOWN ARE APPROXIMATE. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND SIZING INFORMATION, AND SHEET C-2 FOR GENERAL GAS INSTALLATION NOTES. 12, HANDICAP SIGNS SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS, 13. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE. 14. ALL FUTURE SIGNS SHALL BE PERMITTED THROUGH AND APPROVED BY THE DEPARTMENT OF BUILDING INSPECTIONS PRIOR TO INSTALLATION. 15. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE. 16. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND, 17. BUILDING ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 303 (ASSEMBLY) AND 304 (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996. BUILDING ADDITIONS SHALL ALSO COMPLY WITH CABO Al 17.1-92 (ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 18. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR APPLICATION. 19. SPECIAL INSPECTION REQUIREMENTS IN CHAPTER 17 OF BOCA SHALL APPLY. 20. THE 20'x26' STRUCTURE AND THE UNDERGROUND FUEL TANK SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 312, USE GROUP U (UTILITY AND MISC.) OF THE BOCA NATIONAL BUILDING CODE/1996 AND NFPA 30. 21. PLACEMENT OF CG-12 CURB RAMP LOCATIONS SHOULD BE FINALIZED BY VDOT INSPECTOR. 22, DUE TO GRADING LIMITATIONS, THE CONCRETE SIDEWALK ALONG COSTELLO DRIVE WILL BE TERMINATED 15' FROM THE PROPERTY LINE. A TEMPORARY GUARDRAIL OR MEDIAN BARRIER SHALL BE INSTALLED BEHIND THE NEW CURB AND SIDEWALK FOR PEDESTRIAN SAFETY. ONCE THE ADJACENT PROPERTY IS DEVELOPED, IT WILL BE THE MILLWOOD FIRE AND RESCUE COMPANY'S RESPONSIBILITY TO EXTEND THE CONCRETE SIDEWALK TO THE PROPERTY LINE. TRANSFORMER PAD TRAFFIC ANALYSIS FIRE STATION FLOOR AREA: 17,025 s.f. BANQUET HALL FLOOR AREA: 14,808 s.f TOTAL FLOOR AREA: 31,833 s.f. USING ITE RATES: 343 AVG, WEEKDAY 2-WAY VOLUME 137 AVG. SATURDAY 2-WAY VOLUME BUILDING INFORMATION TOTAL FLOOR AREA: 31,833 s.f. TOTAL LOT AREA: 234,771 s.f. FLOOR AREA RATIO. 0.14 HEIGHTS: FIRE STATION: 30' BANQUET HALL: 41' (INCLUDES CUPOLA) IL 1\1LV1 LJlV1 VI\/'llI\ VrlJl1\ TOP=718.40, INV.=712.82 (SEE DETAIL SHEET C-15) PIN #: 64-10-4 ZONED: B2 USE: VACANT PARKING ANALYSIS —Off—street parking required per section 165-27(A) of the Frederick County Code: Fire Station: -1 space per employee: 10 employees 10 spaces Banquet Hall: -Indoor recreation: 1 space per 150 s.f. 5,915 s.f. / 150 s.f. = 39 spaces -1 space per 3 seats: 593 seats 593 / 3 = 198 spaces Total parking required: 247 spaces (7 of which must be handicapped accessible) -Off-street parking provided: Fire Station- -30 spaces (1 handicap accessible) Banquet Hall: -265 spaces (6 handicap accessible) Total parking provided: 295 spaces (7 of which are "reserved" for handicapped use, 2 of these "reserved" spaces are "van accessible") N/F PATRICIA G. BIGGS & A \IA ^ ^At rli (SEE DETAIL I ' II SHEET C-15) I II I I ! II I I I II f I I II I STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY CONCRETE PAVEMENT NOTE: SEE SHEET C-13 FOR PAVEMENT SECTION DETAILS. m:qlA L TRIAD ENGINEERING. INC c c E E E E O E e O ° U �Lo� U U = 61 Q " o tl p C 30 >rtened I into y �3) a a � m o_ v� o_ o V � V � 0 O .y N j - N M Q' "ING COSTELLO )RIVE SECTION 9, THIS SHEET) existing 27" CP (shortened and tied into STIR #2) --0 30 0 30 60 90 Scale 1" = 30' 3 0 0 cV 0 U O O I 0 C 0 rn - 0 `- o c v a� o U to m Q m A p 0 U U PP • 0 Z D U _F- Z¢' �ZZ �~ QWQ IM Zcn �® s3g aZ�j0 0 W Q 0 0� Q6Z Z ZI �'�=a WZWO L <o .Z� _ , � J . _ O W ® 46 5 0 C) �11 Ld U?-a��g 3W 0 •Zip>_a Z zzgWNU�ro W �00 W`° .=o Z�U Z iC] > a� N op 1 UDKM D. DUNLAP III No. 035809 PROFESSIONAL SEAL N Z, Z w M 0Z 1-- :D W10 0 V W 0=) Y. 00 �W� JAW p W CidW IL. W 9 AN VA Drawing Number: C-4 s' i I r � /f l N/F / WINCHESTER REGIONAL / AIRPORT AUTHORITY / 659/1059 / PIN #: 64—A-88 ZONED: RA USE: AIRPORT t/ l i r / / r / f / / / LEGEND WE TITLE KEY SYMBOL TEMPORARY 3.02 ONCONCE ENTRANCE CE I 3.03 STABWZATIONN ROAD [105] SILT FENCE SF X—X—X—X [3.017 STORM DR04N INLET PROTECTION 3 08 CULVERT INLET PROTECTION TEMPO3 09 DNERSION DIKE D D 0 TEMPORARY 3.13 SEDIMENT TRAP ST 13-1 8 OUTLET PROTECTION O P NOTES: 1. MAX SLOPE ACROSS HANDICAPPED PARKING AND UNLOADING SHALL NOT EXCEED 2%. 2. RETAINING WALL STEPS DOWN 1' AT FIVE FOOT INTERVALS. LUYAL UKULK OF MUUSE 955/164 PIN #: 64-10-4 ZONED: 82 USE: VACANT SECTION OF r-IYu VVMLL RETAINING WALL T/W=704.00 r u La =1 W=19.P U CLASS1A1 U � N 30 0 30 60 90 Scale 1' = 30' ML:11 TRIAD ENGINEERING, INC. N u f�i E E E 0 0 CU CCU p N N C 7 C p� FC U W U o_ o_ a m > % o u 3 p Iri Q O U O O c I p o M � � "0 c ci p A .0 1 201 c� \ M .o rn 0 M �� 5 p p 0 v le 0 c f Z w 0 V Z as Qzz m� wz S a <W2azzco z W:> 0�XR� z0W Zp0 005ZOR W 06E iwnzzo Q Qw(II Za�c� •Z- x�m �•J0_W ...� �, >(9�F-bQ0 zz �WU ZlWl �crO 0Z W cD W �0 Uo V) z z 0 } 3 w Q IY f oF� � DENM D. DUNLAP III No. 036809 PROFESSIONAL SEAL Z� 0 Q> z � w _O H V Z o Z (AlQ I Z .? CL V a0 W o =Y Q (� � cn jR J JAW W W W lc�sli. %— r^ V / W M Drawing Number: C-5 11'IIJyAI\AlnOfAL �C111 OF MORIMTM DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT LEADERS BROKEN OR DUb BRANCHES. INtERIOR TWIGSAND LATERA SOME BRANCHES MAY BE PRUNED- HOWEVER, DO NOT REMOVE THE TERMINAL GODS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL y� OF THE LANDSCAPE ARCHITECT �^— SEE STAKING DETAIL. T WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE, SET TOP OF ROOT BALL FLUSH TO 1800 GRADE OR 25-50 MM 1-2 IN, 400 MM HIGHER IN SLOWLY DRAINING SOILS. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. MIN. DO NOT COVER THE TOP OF THE ROOT cppM BALL WITH SOIL. 200 MM (8 IN.) i ''' tT ,'+' „'t ' i ,,,�,, ,,,, � 100 MM 4 IN.) HIGH EARTH SAUCER t fi i t,,7„ 50 MM (2 IN.) MULCH. DO NO PLACE , ,',' ,° ',', ' ' ' ' ' ,, , BEYOND DGE OF ROOT BALL. ' ' ' ' + " MULCH IN CONTACT WITH TREE TRUNK. +' MAINTAIN THE MULCH WEED -FREE FOR ' ' ' REMOVE ALL TWINE, ROPE AND WIRE, AND BURLAP FROM TOP HALF OF ROOT BALL A MINIMUM OF THREE YEARS AFTER t t , , r , , , + , , r ' , , , , , + , + , , ' , , ' , , , , , r , , , , PLANTING. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE PASKET IN FOUR PLACES AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOLE. ON UNEXCAVATED NOTE: FOR DIMENSIONS OF OR TAAMPEEDTSOILL PLANTING AREAS TYPES OF SOIL AMENPMENTS Oft SOIL REPLACEMENT, TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SEE SOIL IMPROVEMENT DETAILS.„ SO THAT ROOT BALL DOES NOT SHIFT. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL, TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. OF AWNWILTIM INTERNATIONAL SOCIETY OF ARBORICULTURE 21r3&5-9"516 161821 21 FAX WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. V 13 MM (0.5 IN.) DIAM, PLASTIC HOSE GALVANIZED WIRE OR CABLE TWIST WIRE TO TIGHTEN. 240 x 40 MM (1.5 x 1.5 IN.) HARDWOOD STAKES OR OTHER g APPROVED STAKE MATERIAL e ALL STAKES SHALL BE DRIVEN OUTSIDE THE EDGE OF THE ROOT BALL ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED, STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING, TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR - QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS, REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL, TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL, TREE STAKING DETAIL - TREES 75MM 3 IN. CALIPER OR LESS www.caddetGils.com PROTECTED BY COPYRIGHT - 145-003 03/02/DO www.caddetails.com GENERAL LANDSCAPING NOTES: 1. OWNERS OF PROPERTIES SHALL MAINTAIN REQUIRED LANDSCAPING IN GOOD CONDITION AND SHALL MAKE REASONABLE PROVISIONS TO PROTECT LANDSCAPED AREAS FROM DAMAGE CAUSED BY VEHICLES, PEDESTRIANS, SHOPPING CARTS, ETC. DEAD OR DYING VEGETATION SHALL BE REPLACED PER DIRECTION OF THE ADMINISTRATOR. REPLACEMENT SHRUBS SHALL BE OF A SIZE CONSISTENT WITH THAT WHICH COULD NORMALLY BE EXPECTED BASED UPON SCIENTIFIC SPECIES AND THE LENGTH OF TIME ELAPSED SINCE INITIAL INSTALLATION OF SAID REQUIRED LANDSCAPING ELEMENTS. REPLACEMENT TREES SHALL BE 1/2- CALIPER LARGER FOR EACH YEAR SINCE INITIAL INSTALLATION OF SAID REQUIRED TREES, EXCEPT THAT NO OWNER SHALL BE REQUIRED TO REPLACE ANY TREE WITH ANOTHER TREE LARGER THAN FIVE (5) INCHES IN CALIPER. 2. SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION WITH THE REQUIREMENT THAT NEWLY SELECTED SPECIES PROVIDE THE SAME VISUAL EFFECT AND MEET WITH THE APPROVAL OF FREDERICK COUNTY PLANNING. 4. TREES REQUIRED ALONG PARKING PERIMETER: 1 PER 40 L.F. 2,300 L.F. OF PARKING PERIMETER = 58 TREES REQUIRED PER ORDINANCE TREES REQUIRED WITHIN PARKING AREA: 1 TREE PER 10 PARKING SPACES 295 PARKING SPACES = 30 TREES REQUIRED PER ORDINANCE TOTAL TREES REQUIRED = 88 TREES 5. INTERIOR LANDSCAPED AREA REQUIRED: 5% OF PARKING AREA 8,245 S.F. OF INTERIOR LANDSCAPING IN 110,021 S.F. OF PARKING AREA INTERIOR LANDSCAPED AREA PROVIDED: 7.5% —PROPOSED LITfLELEAF LINDEN TRIAD ENGINEERING, INC PH-H � I I � � I Q nl I r p U Q 0 I O c o � I U II O 4-- 6 c ai 0 U O 1 O A 0 g c p � o, v m • 40/ Z LU e p H 0 > Uha-� z ¢� QWz m� e Z Q q s s azJ:10� nor z� O-ZIYaC 0 p>0f7� Lj v,6a WZWUzI Z ceo Og •ZO j •SOW .� m >(7Q�p< rr1 �W U?Z:)- -M zz �WUNm W # a02 0 I° O () U Z Z LU 3 Q � e N DENNIE D. DUNLAP III9 No. 035809 oNAL PROFESSIONAL SEAL PROPOSED "CLEVELAND SELECT" PEAR I N ® PROPOSED SPREADING ENGLISH YEW �- PROPOED AUSTRIAN PINE --PROPOSED DWARF ALBERTA SPRUCE rQUANTITY PLANT NAME (LA TIN) .PLAINT NAME (COMMON) SPA CING REMARKS 159 Tilia cordata Littleteatf Linden 3" cal. er Lan 20 B &- B .28 P rus eoatleryccncc Cleveland Select "Cleveland Select" Pear 2" cal. per ptccn B arc B 22 Pznus nz ra y Austrian Pine 40-5* per plan B csc B 40 Picea glccucu "Corsica" Dw rf Alberta Sp-r-uce 15"—f8" per ptear% B & B 8xj, I Tav-us bcaccuta (Re cndccns) Spreading English Yew 15"-18" per plan B &• B Double —shredded hardwood mulch 4"-6" dee ***mulch each tree individual) ***all areas that are not mulched shall be seeded or sodded with seasonal turf —type grass 30 0 30 60 90 Scale 1" = 30' ZQ Z Z Q a.� ®M>- �Z Q � �=) 0 0 I 0 Z a U 0=)Y Q 0 () C) _� V / F ('0 .j pl,r Ld +s W w. z Q U. j Drawing Number: PROTECTED BY COPYRIGHT - 145-003 03/02/00 SCALES: 1 50' HOR 1 = 5' VER A f —7 A U1 4- t JI p !rtTl 4 0i IfM 11 +> F-4 CL m vzj 77 -7— I H1 T - ----.+._-__ - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - — — — — — -- — — - - - - - - - - - - - -4- - - - - - - - - - - -- - - - - - - - - - - - - - - 730 -- 7301 --I — — — — — - — — — — — — — — — — — — — --I I— — — — — — — — — - 7251----- L F — — — — — — — — — - T — — — — — — — — — — F — — — — — — — — — — — 1 -----725 - - - - - - - - - - T - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - 1�c - - - - -- - -1 - - r-- I -- - - - - - - --- - t — — — — — — — — — — —EXISTI t — — — — — - — — — — — — — — — — GRAD__._._._ F — — — — — — — — — — — — — — — — — — -- — - — — — — — 720 — — — — — - — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — - — — — — PROPOSED GRADE 715 — — — — — — — — — — -- — — — 715 I ____1—_—_ — — — — — — L ..• ... .... -A Ir ........ . .. . ..................... 710 — — — — T — — — — — — — — — — — — — — — — — — — — --- — — — — — ----710 T — — — — — — — — — — r — — — — --- — P-RQpjaE SDR 1 PVC T I- — — — — T T — — — — — — — — — — --- — — — — ---__t__-____ 705, t 705 t — — — — — — — — --- — — — — — MAINTAIN- IN. __— — _—__+____ -IL 18" CLEARA CE J, — — — — — — — — — — -1 - — — — — — 700 — — — — — — — — — — L ---700 — — — — — — — — — — z 695 — — — — — — — — — — T in 695 Ln r— — — — - c� - LJ Ld Ld 0 2�0) L'i co 04 Q 11 LO 0 x t . 0 nsi- gi ox- to 1: 690 AO-It- r ��-*w -- -An aL 130- + 'IT cg-u-- + + + + I- + + 1 1+1 1690 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ---- -- I WATERLINE STATION 10+00 TO 15+57.47 SCALES: 1 50' HOR 1 5' VER TRUCK - - - - - - - - - - ---------------- 4 - - - - - - - - - - - - - - - - - - - - - - ----------- - - - - - - - - - - L A --725 - - - - - - - - - - 720----- ----720 715 _--_-+__ _- ____�_ __ ___ - - - - - --- --- - - - - - - - 715 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4- - - - - - - - - - - - -- - - - - - - - - - - 710 GRADE -----710 -j- 705 T — — — — — — — — — — — — — — — — — ----705 1 —T —PROPOSED T— — — — — — — — — — 700 t 1 1 MIN. 36* PROPO ED —LI —NE— COVER--- — — — — — — — — — — — — — — — — — TCLE-040- E MAINTAI MIN. ........... -1.11-- ........ . .... . . ......... 18 CE N CE 695 PR OPO�SED C' A-S- .......... —695 PROROSED67 RON'E-" — — — — — — — — — — — — — — z 6 9 0 T Cd uj T 690 Z_ wo 2-000?- T t 00 t jr V) 685E — +I---- It 0a 4 tq cq th W*— — of -- t m 43-3- — + — — — — -]685 + i 1+ . 1+to 1 9+00 10+00 11+00 12+00 13+00 FILL LATERAL STATION 10+00 TO 12+02.06 L TRn ENGINEERING. INC. www.riadeno.com 9c 8 E . 0 g 0 c S 8 19 c o �2 > C 0 N n 0 0 C14 jc: z 0 0 0 O tp 4-j Q AIJ 0in - M c a 120 0Q 0 0 uj 60 Z < z sad Wm -�c - � zo Ja.O :)to 3r z 0 M co 2 LLJ LIM 005ZOO: LLJ 6 —0 0 < ,)66 0) zuz Fj� x a, . W 111 0 0 13 Z — Z �,��� 3E o < 3 Z 0 > a—zz:)— I z0 10" wl- 00 W z Z WU'J 0 0 z (0 0 0- ,,Z QDENNIE D. DUNIAP M:P' No. 035809 A ti sjo]VAL PROFESSIONAL SEAL V� C44 >- (n Z< z < > LLJ 0 CL LLJ 0 <uz D z — 0 J (L ®W LJ a ouU n z uJ W =X0 z W Aim (L WW ce u- Drawing Number: C-7 V_0�7 SCALES: 1"=50'HOR 1 " = 5' VE R �.'A Ii A II 1 O /O TImo.: l , Pk / If +CD ;: • to ., � +_ � � ••gip-M�_� � I ' (I l •i,':i/:'i',•'t <�a I —. _ 1. 1kf , `' �' \ '•�� lra 1 •i:r �^js ik�":.;x4 • y , I I � �t t4Y. � � dip MH i __I__ ' _ MH - MH _ -___I__ '____! MH ___i _ _�__ _._ _ �__ MH - _ 5 T_—_I—_7 #A _ _. #� _ T___T_ _T_ _T___-I— . _ 730 .�. -1- _ _ .r _ _I_ _ _ .� ._.. _I._.. _.._ �. _ _.... �-oi_.._ I �.�_.I_ La _ _ .�_I_ � �.....r.. _ I_.._ _ .�..._.I__ ..._ _..I. _ 01 730 ILo iNr I —�__.�..__(_.....p.� II 0)Q �-4-_-_I—__. oI_--.if � r'i _ �.--�__,__ — I� __ _ _4— Q—�-- __1.___.I-- _—I--_. — —az — i---I---I -- azz ���z — _ -i ___4_ I—�zz _ __I__ -4 __ __I__- hz- 725--f--+---I— 725 _I _ -1__L__..._ — _L__ I_____l____ __ I _ _1caZo IL I II w = I I I I I ! zz �720 720 i I -PRO �QS I EXISTING__ —F ! - _.._II—_~_ _T__ GRADE _ 7I T _.T715 I 715 710 —4—_�__1__ _�__I__�__ _(__�. __� _ ___...�.—_� __1_ __4.--.1___-4__._ __{__-.— T — 710 —I—_ _ S-pVT.9 __ _-r __ fi ___ _ L__— _I— _ -L L__I__�� �, _ _L_—(— _L__�_ 1___.I--- _�__ +______�L__ — 705 1 1 1 ! I f '"� 8 1 I I ! ! I I 705 I ( I I I I I _ I _ ( —I _ _ 700 �. _ _I_ _i_ _ _L__ _ __I_ A _ _ _� __!__ __ _ 700 +59. 5 _-RELO-CATER I —4—_ _._.I--4—_ _I_—_T __T_______.1.—_.�__I_ _ � __-�..��___. ___1__ 4 695 _�___� _T___.__„ S _ —1— -•.I- 1 695 --1.--4---1— _a- _--1-- -i.._.._ Nz 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SANITARY SEWER - STATION 10+00 TO 14+66.92 SCALES: 1"=50'HOR 1 " = 5' VE R _ r •*.. ICD 4 ' � y .a• r ,t.. a f . 720715 71F7P� : EXISTING GLADE'-__ - _ - _ ._.... _ ... - — -- -... -- -- PROPOSED - GRADE 700 MAINTAIN MIN. 18 j_CLEARANCE MAINTA_I N MIN. i _- _ 18i' CLEA"CE — —95 DIP CL 521 W L —� MJ W/ MEGALUGS ( I -- ---- -__ _...-- -.- - - - - — r-_-- --- -�, - _-- 'I_ _ _- -_ _.- _ _ - --- — — _ - -- - '? - _ -- _ - -- -- — -- — — -- -- .._ __ __ .. 4- _ __ —d�.tA IL_:..__ cal. o. _ __ __ __ 00 + r Z i I -_} _ _ _. _.._ __.. __ J. -- _ -- -- __-- -__ _ _- ._a.�._-- _w Eo 9+00 10+00 11+00 12+00 EXIST., 12" WATERLINE RELOCATION NOTE: CONTRACTOR SHALL COORDINATE TEMPORARY WATER SERVICE DISCONNECTION WITH FCSA. RELOCATION SHALL OCCUR BETWEEN THE HOURS OF 11PM AND 6AM. L TRIAD ENGINEERING, INC WWW.trioden .com 0 0 � O O O v Q 4) C o° 0 a` to -0 A� -0 o o o m rn m o o p � U • Z U r1� FW- . to z 5� QWQ Zt o w LU aZ Jj0 5�¢ Lim o Wsgvzooex2 s zzzU-Znx W zop0ZQ W WU(� Q��a p.Z- &Z LU a, �W »U�'pQo `♦�,-/��/] adz Zca ci?—NNV,J NNO N , Z T LL LL Uj 0 Z0 Z a NN� N Ajk.j,TH pF G� UDENNIE D. DUNLAP III, No. 035809 �► w 03 1 �`�IDNAL E PROFESSIONAL SEAL V- 04 i" Q < > U) h— moL eO I— � : Li. 'Q C) z LLJ 0 ~ � J V) I Q Z CL C.) .J }. Ouj M IX0 QU ~tea o V) 'a z J LLJ Li! Q z ..._ M o V):� Li W x Li. Drawing Number: C-8 "SCALES: 1 50' HOR 5'VER FES STR STR 1 STR STR T- -1 T #4 T -11 #7 T F- - -� - - - - #8 - I- - -'- - T -I- -T -I- T- #9 T #10 'F-- F -T T -T T- T -T -T T- -F 7 3 7 3 -cJ 4 CD 04 )000 4 0 co 4 - - 910-00- to -4 - - -k- 7'3C Lri of V— V 720 0 V) z z In z 4- � Z. D o -L�- z —I— Z z 7 7;D 5 EXMIS G.- I I I I I I-T T T- T- -T -T T- T- -T - _..I_-T -T T- - 7PQ 4.�- -I- - 4 - - - - - -4 - - 71 715- PROPOSED 71C 710 T I__- -- _ _ I __T_____�__ _____ __ _ _ �o��� -- I--- _�__ �__ I__ --I---� -- �- ____ -- r-- — --� --I_ _-T 217--1-gLF- -rs' IHDPE F -T IDPE- -T - - T- 70F -T 705 -I- - 4 - - 70C 700 L - - -7-Q-9Pff -L -t L - - -HDPa @0.597- -_I_ f; 9 1 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 STORM SEWER , FES #4 TO STR #10 SCALES: 1" = 50' HOR 1" = 5' VER STR STR #7 #11 T 73r-- 7 2 0 0) 0) ;f LO -q- no no N Im 7 P . i LO LL 725 V� z zV) —.0 >; 0 CL CL —Z Z- 7PQI I7pn -T T 71 EX STING 719 DE 4 71 -4 — — — — — 1 4- 1 71 n PROPOSED 70c GRADE 705 -T T- 7 T- zoo, — — — — 2-5 Mt-F-i +- -4 — — — — — — — - — -- 95 9+00 10+00 11+00 STORM SEWER STR #7 TO STR #11 MLRIAI TRIAD ENGINEERING, INC www.tricideno.com 0 E c c 0 < o Z' z' r CL In 0) 0 0 of 0 (0 1 0 0 z 0 Q 1 3: 0 0 0 0 0 U < 0. 0 0 0 o 0 (L V) c 0 X M M 0 E0 -c z W z 0 Z > < Z5 < z W IL I z P -j :j 0 < 0 D 0 0) WR) A: >>� z 0 0� 0 X 2 M , - 0 0) 5 Z0 0 x z z z Z z 0 Z 0 U) — In < LJ 2, W z 1 (9 j .SOW U, 30- Po§. " 6Z20-1 0 �U7-' ? .225- Of I it > z-, Zoi-M' L) z LU (0 �- 10- M (') z U) 0 LU LLJ 0 7:0 0 Ld 03 Z� z -0 op r DENNIE D. DUNIAP ID No. 035809 llt b -3 ANAL PROFESSIONAL SEAL Drawing Number: C w 9 SCALES: 1 50' HOR 1 5* VER • III HUMN/ �A KIWI, AA rr. 11 1 , .. �.-- _ kv'AI .I�WE'C — — — — — — FES — — — — R' STIR STR STR 7 #.3 _ .3 #14 T T #15 — -- -- _j_ _ �_ _ ._ T 7 1­ 73 C 0 CID (0 D c" 7 P CNI 725 T A L —1 7PC A —F �PR6f�0S EDP T GLADES 71 _T r _T r 719 4 — — 4 — — 4- 4- — —I— — - —I— — -4 — — 4-STING — — — — -4 4- — —I- 71C_ E�I 71 n DE- J- 70c 705 OROPOtED _Rff4_lNFN_(:VW_AL_L- F APE @�,83% T —1 MY__&TFTEF�_S)_ T- T —I— -T T _T T_ --I— —F T_ TIC _T 700 —1— 4 __ __ _ aa� pTl _ _ } __I__ _-- __I_ __ 4 _____.__ �_ _I__ —1— 4 4- — __kq0 9+00 10+00 11+00 12+00 13+00 14+00 STORM SEWER FES #3TOSTR #15 SCA! ES: 1" = 50' HOR 1 " 5' VER I STR STR 1-3 #16 T F F --I T 73C 7 3 0 0 C9 06 jr- + _j 7 P-- q_LQ 4-- — k-- — 7P5 —la- z fr_ _L___1_ L. _J I I L 72f 7;D n T T F __l F T T F X ST-_ F 71 T _I�ORAD T_I_.._ 715 -1— t --I _ __ p ` _ t 9SEQ G + — — 4- — 71 C 710 __1__L..-_ L 70� L 15'_ 7�4 �F- _�m P-E L@ Q O'�- . .... .... .... n.5 T F_ T I T F T F7F —1 T T F 70C 700 4- — — + -._4 + — ---I -- — i _ --A — — 4- 4- — A — — 4- — — — — I L I _J I L I L —1 L __J I L I L 9 c 9+00 10+00 11+00 12+00 13+ 00 STORM SEWER STR #13 TO STR #16 L TRIAD ENGINEERING, INC www.tri<aeno.com c1l ;q S 7no,,- E E E CV U 10 O O cp 0 c 0 oox O C'4 0 0 I 1 �t z 0 c 0 X (n 0) 0 0) 0 c _0 0 0 U 21 M M 2 0 Q_c z 0 —Z (D Lo V) z Lk� > XLd UJ2PiX HJ8OlolrRIS LLJ M () LLJ z 0 ZL' r-,:: - 11 z0 z< LU o OI z ;z Pa ez 0) 9 LU 5o �-Q< z Ld z > 0 .0m z HOU LU �_ WF- z (hD Z 00 W 00 W 0 10 1 0 z J,TH OF QDENNIE D. DUNLAP III No. 035809 V-0 A s�ONAL Elm PROFESSIONAL SEAL VnI C44 Z < > LLJ Z(L< j 0:2>: V<z �_ LLJ 0 OC cn L.Lj CL 10 V) a w C.) 0 OMY :2 Z 0c.) W 4< 3r-CnEe 0 LLJ LAJ F— Z WV)< c1dw j LA. CL W Li Drawing Number: C-10 SCALES: 1" = 50' HOR 1 " = 5' VER _...: Z, 01, 4__ T T 16 If 7-N VV4 ti W-2 STR STR STR STR STR #1 #2 -7 T I T_ #3 #4 T F T F_ _T F -L0 _T T_ 71` _T 1- -1- q ­­ T_ - - - - © -_ _r -I- 1 - T___ 715 i7y —t (3r) (0 1;7) 45 I II OD I 't I to 160, ;;:,T— Ui IM, — (01 L6 ;;z, --t 0�- co —f t (0 0) T_ 41- 4 - -AAL, 4*4-y 4 -4 - - -I- - M-ce) 101 -4- - 4- - -I-- - 4 - - 71 r .1? ci In3 I V_ te) cy; I Lj nnt I prz1,Q__4 IT 0 IDIK T L-00- Z) -.Q!f K L I B- 46 CL L-3 a1z z A L z RD _z L 7 n L �d_ — Z Z Z I V) I— EX;STING; -GRADE--,' -7 -1- -PPOPIDSP- 7 _T T_ _1__T ,R _T -1, -T 70C -r- - -T 700 T- — — 4 - - 4-- - -I- - 1 45.0 LF 151 6()5 88.22L 18" HDPE @0.51 9. _6 5LLF_iM" - _ HPPE -HDO-E __001.5_O% _ 4­ J. L @P.50%1 _._1C I ARCH 6" Cd)NC.--'l 1(4.5' 1EACH T _T I DFR(tflb�) --F -T IQ5r_9G T 1 -7- T 7 __T RL=N) _T r _T __T T_ r, R CA R5 . . ....... T_ 4 - - -::il- - -1- 4 -1-- - 4 - - 4- - --I-- - 4 -1--- - -4, - 4- -4 - - 4- -!-s4- - -I- - -4 - 4- - -4- 4 - -4 - -.4- - 041 L L �0 J L G 71 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STORM SEWER EW-2 #1 TO STR #5 1" = 50' HOR " = 5' VER FES STR #1 T 1- -1- T_ _T -F _T T_ 72 7Pn —0c:) -69 Ul� y -I- - f 4 71 1 Ez 715 71 C 710 --F T T_ T_ _T _I_. _T T_ 7 n _ T 7 4 - 4.- - -k- -EXISTING GRADEn -I-- - 4 - - 4- - 700 jPROPqSED JF -1 1 1 1 li95 7___1__T — — T - _T T_ 7- _T - T 90 50.00LF 15" t 4 — 4 - C-1 R 4 — _.1,._____- - - - - - - t -1 4- LJ 2 0 9+00 10+00 11+00 12+00 h A STORM SEWER FES #1 TO STR #6 I-, FES STR #2 #12 —T T_ 725 0 t LID L co -T - 4 - - -TI 720 I— - -4 - - ->; - 4 - 4- --a M S- -2j+Z-1 720 7151 T_ I 715 7 T EXISTING T_ —F 7—-1710 GRADE�V... 710 _r _T 705 -I- - -4_ 1 1 -4- 4- - --I- 1 1 705 L PRO OSE _I AD 700 1700 7 T —T T_ __r — — —F _T T_ T _T T_ 695 95 _�C06L_V 1-5 Ti�� 0 +0.5GVOI- - - -1.-- 4- - - - - -4 6901 4 — — 1 690 -1 L -i .4_.___ — 6851 1 1 1 1 1 1 1685 9+00 10+00 11+00 L A STORM SEWER FES #2TOSTR #12 ML:ql TRM ENGINEERING, INC. www.triodeno.com Nils"1111111f E t: E ii E 0 > r 0 0 CL �42 0 > > vO a o 0 0 a: c (n 4) 7U _0 .4) 0 13. to 2" 0 c 4) M oto M 0 4) W < F- z z < Uj 3' LrIs < D. Z p _j :) 0 1 f < 0 D 0 0 0 �; z 0 (0 21 LAJ 0 G' 0 0) Z W L1) z z Z < U_)0>0 < LJ0 Z,. z z V) 6 LUM W W () I Fr '0 ozo z �:M _j 0 _j 0 x I - W U3 L> 0 qk F. , Z208 W cc) t� U I f Z 5 LU Tas 0 L�U_ zzz M �z LU LLJ .00 10 00 U1 0 s u Zears UDENNIE D. DUNIAP III-' No. 035809 SIQNA L PROFESSIONAL SEAL V000 0*4 Z <C LLJ > Z CL L`0 M>: LIJ 0 <Uz D wn 10 V) U.J QD "*'Z :2 z I UL) 0:: < ,.i:cnrr o .JWLU V)< LA. CL Uj Drawing Number: C --11 General back 'am note) select backfill mote) STANDARD general backfill (see note) iolect backfill note) 2 Q.D. CONCRETE ARCH .,a.,e.si ti,,..r..Fn ;elect backfill note) CONCRETE ENCASEMENT NOTE: To be oommWted to 96% of ASTM DM maximum density. TRENCH & BEDDING Figure 1 trench width i 'a' '',S� as required 4 a � 1 concrete thrust block 6" dia. schedule 40 steel pipe filled with concrete and painted yellow 18" dia. concrete - encasement 3- BOLLARD DETAIL direcfion of setting to be approved prior to hstalb ,`an pad 11-8' sq. x 6" oeop I' screw type + adjustable valve box locator marker FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6` branch new manhole b 3-5 ft. existing line base sectionV� repair existing line ...X.' coupling 6' stone bedding section of line to be removed CUT IN NEW MANHOLE ON EXISTING LINE Figure 14 form board 6' minimum* machine excavation limit gate valve ;, `y gala vahre trench txmom-i 'r & bOXBa & box undisturbed earth stone bedding - .. TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation Whylens, and the concrete poured tv completely surround ID" = 12° min. for 10' and smaller pipe ng and against undisturbed soil. a bearing dimensions "D• = 18" min, for 10 thru 20' pipe agalnst undisturbed soli shall remain as shown. ace chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Plugs, Wyss & 11 1/4° and 221/2° 45° and 90° Dia Tess Bends Bends A B C A B C A B C 6` 11-V 17-91 14 0'4? 0'-9" U-13" V-3" Q4r V-9" 8" 1'-3' 0'-9" 113` 9-W Y-W tY-9" 1'4r 0-9' 2'-3° 10' 1'-8' 0'-9' 110 V-0` V-9" V-3" V-9' Y-W 2'-6• 12' V0 1'-0' 2'-8" 1'-3" V-0" V-V 2-0' 1'-0" V-17 14" 2'-0• 1'-0' 31-0" 1131 11-0" V-6" 2-6" 11-0' 41-(r 11-0" 1 2'0 Z-9' V 0' 40 18' 2-W T-3" 3'0 1 1' 6' I 1'3• 1 2'0 V-0' T3' 4'-W 20' Z-9" 1'0 1 4°0" I I W I 1' 8' 1 2'0 1 X-3° ilk6' 5W VERTICAL BENDS I slZe j 11-11,V 1 22-1/2' I 45' 1 80" I ho sne bedding" 6" - 1.3 8" ` 1.1 2.3 10, 1.8 3.7 THRUST BLOCKS FOR VER71CAL 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 2.3 5.1 - 18` 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure Z top of manhole at grade In pavement areas unless otherwise directed 11'61 r(top shall be set 24" min. above grade in essament areas) square skid pad 5' thick •--� concrete ASTMG150 4" psi 12• or 16, (typ-) Joints are to be sealed with 'O' ring gasket - wrap around heat shrinkable shoot [WrapidSeal by CANUSA] 4 bolts (3/4• dia) adjustment rings (11' max.) •4. a:• i pioneer 301 mastic applied between joints and on exterior side of joints variable 4'-0" I.D. --- pipe to manhole 6� connection to be :.. B by flexible sleeve invert channel to provide a smooth transthan in to out, 3'min. for all connections 2'-0" max. 4'-0r grout bottom of manhole ~, --- ,` '- ° estop of bench -wall "` ' ` ' ";i to form channel same elev. as 5 - ? : r r D/2 "'x` - ;- y top of P9e .. y .r';'C: �:.ty as:''� l•• Tar. 6" bedding stoneyA'," NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. ff adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 METER SETTING PARTS line meter meter yo aballevslve �vatve�� a wheel n size ke 1' 5/8`x3/4` BA94-224W HHCA9t-323TV EG23 $ C84-34 1" 3/4` Y503 BA91323W & HHCA91323-TV EG23 C8434 & �C64-34 1' 1" Yi5D4 BA94 444W HHCA94 444 TV EC 4 METER SIZE METER BOX METER BOX COVER 5!8'k3/4• or 3i4• 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T Non -Traffic MC-3t1(Frame} WJTH RMI.r1-T (Top Lid) 1" 24 in. Dia Traffic MC30 (Frame) WITH RML-12-7 (fop Lid) METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com concrete thrust block 6" dia. schedule 40 steel pipe filled with concrete and painted yellow 18" dia. concrete - encasement 3- BOLLARD DETAIL direcfion of setting to be approved prior to hstalb ,`an pad 11-8' sq. x 6" oeop I' screw type + adjustable valve box locator marker FIRE HYDRANT ASSEMBLY Figure 9 mechanical joint swivel tee with 6` branch new manhole b 3-5 ft. existing line base sectionV� repair existing line ...X.' coupling 6' stone bedding section of line to be removed CUT IN NEW MANHOLE ON EXISTING LINE Figure 14 form board 6' minimum* machine excavation limit gate valve ;, `y gala vahre trench txmom-i 'r & bOXBa & box undisturbed earth stone bedding - .. TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *denotes hand excavation Whylens, and the concrete poured tv completely surround ID" = 12° min. for 10' and smaller pipe ng and against undisturbed soil. a bearing dimensions "D• = 18" min, for 10 thru 20' pipe agalnst undisturbed soli shall remain as shown. ace chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Plugs, Wyss & 11 1/4° and 221/2° 45° and 90° Dia Tess Bends Bends A B C A B C A B C 6` 11-V 17-91 14 0'4? 0'-9" U-13" V-3" Q4r V-9" 8" 1'-3' 0'-9" 113` 9-W Y-W tY-9" 1'4r 0-9' 2'-3° 10' 1'-8' 0'-9' 110 V-0` V-9" V-3" V-9' Y-W 2'-6• 12' V0 1'-0' 2'-8" 1'-3" V-0" V-V 2-0' 1'-0" V-17 14" 2'-0• 1'-0' 31-0" 1131 11-0" V-6" 2-6" 11-0' 41-(r 11-0" 1 2'0 Z-9' V 0' 40 18' 2-W T-3" 3'0 1 1' 6' I 1'3• 1 2'0 V-0' T3' 4'-W 20' Z-9" 1'0 1 4°0" I I W I 1' 8' 1 2'0 1 X-3° ilk6' 5W VERTICAL BENDS I slZe j 11-11,V 1 22-1/2' I 45' 1 80" I ho sne bedding" 6" - 1.3 8" ` 1.1 2.3 10, 1.8 3.7 THRUST BLOCKS FOR VER71CAL 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 2.3 5.1 - 18` 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure Z top of manhole at grade In pavement areas unless otherwise directed 11'61 r(top shall be set 24" min. above grade in essament areas) square skid pad 5' thick •--� concrete ASTMG150 4" psi 12• or 16, (typ-) Joints are to be sealed with 'O' ring gasket - wrap around heat shrinkable shoot [WrapidSeal by CANUSA] 4 bolts (3/4• dia) adjustment rings (11' max.) •4. a:• i pioneer 301 mastic applied between joints and on exterior side of joints variable 4'-0" I.D. --- pipe to manhole 6� connection to be :.. B by flexible sleeve invert channel to provide a smooth transthan in to out, 3'min. for all connections 2'-0" max. 4'-0r grout bottom of manhole ~, --- ,` '- ° estop of bench -wall "` ' ` ' ";i to form channel same elev. as 5 - ? : r r D/2 "'x` - ;- y top of P9e .. y .r';'C: �:.ty as:''� l•• Tar. 6" bedding stoneyA'," NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. ff adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 METER SETTING PARTS line meter meter yo aballevslve �vatve�� a wheel n size ke 1' 5/8`x3/4` BA94-224W HHCA9t-323TV EG23 $ C84-34 1" 3/4` Y503 BA91323W & HHCA91323-TV EG23 C8434 & �C64-34 1' 1" Yi5D4 BA94 444W HHCA94 444 TV EC 4 METER SIZE METER BOX METER BOX COVER 5!8'k3/4• or 3i4• 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T Non -Traffic MC-3t1(Frame} WJTH RMI.r1-T (Top Lid) 1" 24 in. Dia Traffic MC30 (Frame) WITH RML-12-7 (fop Lid) METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com VERTICAL BENDS I slZe j 11-11,V 1 22-1/2' I 45' 1 80" I ho sne bedding" 6" - 1.3 8" ` 1.1 2.3 10, 1.8 3.7 THRUST BLOCKS FOR VER71CAL 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 2.3 5.1 - 18` 1.4 3.2 6.3 - 20" 2.2 4.5 7.8 - CONCRETE THRUST BLOCKING Figure Z top of manhole at grade In pavement areas unless otherwise directed 11'61 r(top shall be set 24" min. above grade in essament areas) square skid pad 5' thick •--� concrete ASTMG150 4" psi 12• or 16, (typ-) Joints are to be sealed with 'O' ring gasket - wrap around heat shrinkable shoot [WrapidSeal by CANUSA] 4 bolts (3/4• dia) adjustment rings (11' max.) •4. a:• i pioneer 301 mastic applied between joints and on exterior side of joints variable 4'-0" I.D. --- pipe to manhole 6� connection to be :.. B by flexible sleeve invert channel to provide a smooth transthan in to out, 3'min. for all connections 2'-0" max. 4'-0r grout bottom of manhole ~, --- ,` '- ° estop of bench -wall "` ' ` ' ";i to form channel same elev. as 5 - ? : r r D/2 "'x` - ;- y top of P9e .. y .r';'C: �:.ty as:''� l•• Tar. 6" bedding stoneyA'," NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. ff adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 METER SETTING PARTS line meter meter yo aballevslve �vatve�� a wheel n size ke 1' 5/8`x3/4` BA94-224W HHCA9t-323TV EG23 $ C84-34 1" 3/4` Y503 BA91323W & HHCA91323-TV EG23 C8434 & �C64-34 1' 1" Yi5D4 BA94 444W HHCA94 444 TV EC 4 METER SIZE METER BOX METER BOX COVER 5!8'k3/4• or 3i4• 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T Non -Traffic MC-3t1(Frame} WJTH RMI.r1-T (Top Lid) 1" 24 in. Dia Traffic MC30 (Frame) WITH RML-12-7 (fop Lid) METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com top of manhole at grade In pavement areas unless otherwise directed 11'61 r(top shall be set 24" min. above grade in essament areas) square skid pad 5' thick •--� concrete ASTMG150 4" psi 12• or 16, (typ-) Joints are to be sealed with 'O' ring gasket - wrap around heat shrinkable shoot [WrapidSeal by CANUSA] 4 bolts (3/4• dia) adjustment rings (11' max.) •4. a:• i pioneer 301 mastic applied between joints and on exterior side of joints variable 4'-0" I.D. --- pipe to manhole 6� connection to be :.. B by flexible sleeve invert channel to provide a smooth transthan in to out, 3'min. for all connections 2'-0" max. 4'-0r grout bottom of manhole ~, --- ,` '- ° estop of bench -wall "` ' ` ' ";i to form channel same elev. as 5 - ? : r r D/2 "'x` - ;- y top of P9e .. y .r';'C: �:.ty as:''� l•• Tar. 6" bedding stoneyA'," NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. ff adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 METER SETTING PARTS line meter meter yo aballevslve �vatve�� a wheel n size ke 1' 5/8`x3/4` BA94-224W HHCA9t-323TV EG23 $ C84-34 1" 3/4` Y503 BA91323W & HHCA91323-TV EG23 C8434 & �C64-34 1' 1" Yi5D4 BA94 444W HHCA94 444 TV EC 4 METER SIZE METER BOX METER BOX COVER 5!8'k3/4• or 3i4• 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T Non -Traffic MC-3t1(Frame} WJTH RMI.r1-T (Top Lid) 1" 24 in. Dia Traffic MC30 (Frame) WITH RML-12-7 (fop Lid) METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com 6" bedding stoneyA'," NOTES: 1. Manhole sections shall have an external coating of approved bitumastic water proofing prior to installation. 2. ff adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bitumastic water proofing. 3. Final slope adjustment of manhole frame may be by shims and non shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) installations. STANDARD MANHOLE Figure 12 METER SETTING PARTS line meter meter yo aballevslve �vatve�� a wheel n size ke 1' 5/8`x3/4` BA94-224W HHCA9t-323TV EG23 $ C84-34 1" 3/4` Y503 BA91323W & HHCA91323-TV EG23 C8434 & �C64-34 1' 1" Yi5D4 BA94 444W HHCA94 444 TV EC 4 METER SIZE METER BOX METER BOX COVER 5!8'k3/4• or 3i4• 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T Non -Traffic MC-3t1(Frame} WJTH RMI.r1-T (Top Lid) 1" 24 in. Dia Traffic MC30 (Frame) WITH RML-12-7 (fop Lid) METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com METER SIZE METER BOX METER BOX COVER 5!8'k3/4• or 3i4• 18 in. Die. Non -Traffic M32C-PW Traffic A32HH - T Non -Traffic MC-3t1(Frame} WJTH RMI.r1-T (Top Lid) 1" 24 in. Dia Traffic MC30 (Frame) WITH RML-12-7 (fop Lid) METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com METER BOX and COVER treated 21x 4' with top 6' painted blue meter cover set 2' above fln- grade prior 1 varies as required to sodding corporation at°P 3Lmr, ng 18"•2f" F.C,S A rpatef txuc ,sx- angle check valve 361 min, with drain valve 6 �rnm' ar'b ilavatv�e �(U tYPe K copper �.. 1, tubing, continuous without joints from 2 ft. water main main to roster 61 stone bedding INSTALLATION NOTES: 1. Outer edge of outlet side of the water meter box assembly shall be a maximum of three feet from center fine of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of motor box assembly to be approved prior to Installation. 3, Water service crossing street shall be encased in 3' dia. SCH40 PVC or SDR2 piping. The piping shall run from one foot beyond sidewalk, across the attest, to one foot beyond sidewalk. 6/8"x3/41% 3/4" & 1" METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SDR 35 spigot by It v by gasketed SDR 21 gasketed 3 bell 45° Mend bell adapter r (ass note) 2' r 3' ntmum Y r; SDR 21 gasketed SDR 35 8"x4" pipe and fittings SCH 40 gasketed bell wye solvent ' lass note) weld cap property line 18 r 16. location marker (� 36" min. cover .�s.^,n,,,e^ D� OooOQO�p�o�OpODOpAOD�COopo 0 0°O O°O°° O°400°O 4 80°O S • 00°O°0°aOtlOtl°O°tl°tl ° S ,. ' 55 treated 2'x 4" with top 6' painted green y V pipe at 2.00% minimum grade q Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 r concrete cradle if top of main is greater . than 15 deop d : l GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com concrete pad 1'-8" eq. x (` deep 4' stone screw type � adjustable valve box ' 36" min. location marker starts vahre megalugged megalttgs to main r megalug 'vt• • Et. iEE � EEg° %w E oYa E � E . ...y i �-thrust block 18• to 24• 8"x 8"x 18" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure e R I clearmut SDR 35 gasketed bell wye sanitary (see note), sewer main SDR 21 cast iron clsarrout cap with brass plug having a countersunk square head Panella Model PA4SV-CSK (41 Pertella Model PABSV-CSK (61 square concrete skid pad 20'x 20'x 12° deep 4` stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bail 415' bend (see nose) �L:11J& \-.-- 6" stone bedding NOTE :1.Where length of service lateral to exceeds 75' a Geanout assembly shall be furnished at the property lino. 2. If top of sewer main is greater than 16, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 17 TRIAD ENGINEERING. INC www.triadenct.com � N 0 C E E � 1 E v '0 U U U U t ,c, C a rn a c 0 0 0 c c c`� cg c9i .9 C 0 0 0• X rr "Imonno G _N I O U o a I a) U O N - Z � c � U 0 (n 0 � 4 � t7t CD i 41 p� A U 0 W H f) ttt► UJ . ¢, Q(Ztj� iTl� Q�Ja (9 W�o>- Ur U)_ZUr x� zzz o�0 N�� wZwUZ= s � S J • J _d W »UFf,Qo \r.� WSW t:?Z�yNJ,,Ny� � J � ZS1f. 1L� g> wtW- o a0 W d (?=° � ZU Z } r W Q: < DENIIIE D. DUNLAP ffiV- No. 035809 2 If It /03 aNAL PROFESSIONAL SEAL C�l 2 eA.®e w Drawing Number: CC- 12A ® 7' WHERE STD. CG-3 OR CG-7 IS USED. 8,_0. 4'-0' 4 '60• N STD. CG-2 6" 12:1 MAX. 48:1 MAX. OR CG-6 S. , '�,, - d 20: X. 3, IVIT SECTION A —A A J5 DOWELS, 8" LONG -0. MIN. 3'- ' 5'-0" MIN. 12 C- PERMISSIBLE MIN. PERMISSIBLE SLMAXIMUlOA°, CONSTRUCTION JOINT CONSTRUCTION JOINT B .76�� SECTION B-B a•o• LIMITS OF EXPOSED AGGREGATE SIDEWALK 9 ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED FIRM AND SLIP RESISTANT PATH CONNECTING ALLEACCESSIBLE ELEMENTS OF A TANGENT PLAN FACILTY THAT CAN BE APPROACHED, ENTERED AND . USED BY PERSONS WITH MOBILITY IMPAIRMENTS. t RMWAlx I � axos," TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK -- NOTES : THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. qRWswX SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLfTHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. (WITH BUFFER STRIP) REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2 ". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE -IN -PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. TION PERPENDICULAR CURB RAMP SEFEREN RE REF REV.7/01 (ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.05 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 CG^6 2" Radius ,•,'•• •,•. •'•. a ••. • ••. '• •'•, r` ' L i may - i I The bottom of the This area curb and gutter may be concrete at be constructed the option of parallel to the slope the contractor. Note: Comb. curb & of sub'-- surface gutter having a radius courses provided a of 300 ft. or less (along minimum depth of 7" This curb is to be used when face of curb) shall be paid is maintained. design speed is 40 MPH or less for as radial combination on rural highways and 45 MPH curb & gutter. or less in developed urban and suburban areas. This item may be precast or cast in place. Concrete to be Class A3 if cast in place, 4000 PSI if precast. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT of TRANSPORTATION Concrete to be Class A3 if cast in place, 4000 PSI if precast. I I 2' Radius 'e :• . Surface e s• •e • ', • Base e 'e . •d Subbase CG-2 This item may be precast or cast in place. Note: Curb having a radius of 300 ft. or less (along face of curb) will be paid for as radial {4-i 2' Radius curb. N 0 This curb is to be used - when design speed is 40 The depth of curb may be reduced as much as j� :•;;'� : MPH or less on rural 3" (15" depth) or increased as much as 3" Base highways and 45 MPH or (21" depth) in order that the bottom of curb less in developed urban will coincide with the top of a course of the and suburban areas. pavement substructure. Otherwise the depth is Sub 6 to be 18" as shown. No adjustment in the 1 " price bid is to be made for a decrease or an ACCEPTABLE ALTERNATE IF CURB IS EXTRUDED increase in the depth. STANDARD 6" CURB VIRGINIA DEPARTMENT d TRANSPORTATION o *" Street approach same (Radius to be as 4 m surfacing as mainline shown on plans) I in 1 A roadway St'd CG-12 I / /�� RurVan�mgbunt�t�on 4' Sidewalk lO \ \ 8 I m (Optional Flow Lin Expansion Joint A _J — — Note: Width 'B' 2'-0"or as Mainline roadway shown on typical section. PLAN VIEW (Radius to be as 2. shown on plans) �� B Class A3 • ti. . p, , • Q.. • �.. ' p', �7 (H.E.S.) 6" Concrete - Expansion Joint 10' Parabolic Curve D Edge of Shoulder 8 % Max. or Optional Flow Lin Slope Chang ® - D Mainline Roadway `- --- — 8 % Max. D Slope Change ----- _ 40' Min. for Street Connection D 20' Desirable for Commercial Entr. 5' Min. SECTION A - A Guidelines for Grade Change D Entrance Volume Desirable Maximum High (more than 1500 VPD) 0 % 3 % Medium (500-1500 VPD) <-3 % 6 % Low (less than 500 VPD) ! 6 % 8 % SECTION C-C ® Construct Grade changes with a parabolic curve. ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, the depth for sidewalk & curb romps within the limits of the radii should be increased to 7'. When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please note the following: Mainline ::.:.ement shall be constructed to the R/W line (except any subgrade stabilization required for mainline pavement which can be omitted in the entrance.) ® Radial curb or combination curb and gutter shall not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with Standard CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the mountable curb configuration. See Standard CG-12 for Curb Ramp design to be used with this Standard. �C Plans are to indicate when construction of a flow line is required to provide positive drainage accross the entrance. Optional flow!ine may require warping of a portion of guttar to preclude ponding of water. CG-11 SPECIFICATION METHOD OF TREATMENT — REFERENCE CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) NEW PAVEMENT ::12" MIN. TACK COAT EXISTING PAVEMENT MI . PRIME BASE COURSE COAT 7 SUB GRADE I INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A 8" CRUSHED AGGREGATE BASE TYPE I, 21-B COMPACTED TO 95% STANDARD PROCTOR DENSITY. SUBGRADE COMPACTED TO 95% STANDARD PROCTOR DENSITY. TYPICAL HEAVY DUTY PAVEMENT SECTION NOT TO SCALE 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A on — IF 411111111101 r 2" BASE MIX • • i i .�1.ir;ir�`�•?}��� i�L•,yi�si i�': �. ,<1•_c�i.- .,i�,4r.1 i r COMPACTED TO 95% iBASE TYPE 1, 21 -B • RD PROCTOR DENSITY.! .D• ". TO STANDARD PROCTOR DENSITY. TYPICAL STANDARD 'ASECTION • • SCALE \ °-WWF 6x6 - W5.5 x W5.5 APPROVED 8" PORTLAND CEMENT SUBGRADE CONCRETE PAVEMENT 6" CRUSHED AGGREGATE VDOT #21-B PROVIDE HEAVY DUTY, REINFORCED CONCRETE TRUCK PAVING PER ACI 201, 316, 318, 325 AND 504 WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: 8" THICK, 28 DAY COMPRESSIVE STRENGTH 4,000 psi CONCRETE (3" +/- 1" SLUMP, 4% - 6% A.E.), WITH 5/8 " DOWEL BASKETS AT CONTROL JOINTS ON 20' CENTERS BOTH WAYS, REINFORCED WITH WWF, AT LEAST 6" OF VDOT #21-B AGGREGATE COMPACTED TO MIN. 95% STANDARD PROCTOR (ASTM D698). CONSTRUCTION JOINTS WILL BE FORMED AND DRILLED FOR 18"x 5/8 " DIA. DOWELS AT 12" ON CENTER. FILL ALL JOINTS. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE HANDICAP USE SIGN , f3' (2) COATS 4" WIDE PAINT STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. 0 N HANDICAPPED PARKING STALLS NOT TO SCALE -4000 PSI CONCRETE @28 DAYS -MAX. SLUMP OF 4" -4-6% A.E. -BROOM FINISH W/W.W.F. 5,0' 1.047, 4" VDOT #21-6 AGGREGATE " COMPACTED TO 95% OF STANDARD PROCTOR DENSITY SUBGRADE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY CONCRETE SIDEWALK DETAIL NOT TO SCALE DUMPSTER PAD DETAIL NOT TO SCALE 4" CONCRETE SIDEWALK, 4,000 P.SJ., 28-DAY COMPRESSIVE STRENGTH (4" MAX. SLUMP, 4%-6% A.E.) 6•• EXPANSION VDOT JOINT CG-6�\y REVERSED GUTTER PAN TO .r • 6" MATCH PAVEMENT SLOPE WHERE SHOWN �.� - ::• i i i J i COMPACTED TO 95% OF STANDARD PROCTOR DENSITY SIDEWALK DETAIL ALONG CURB & GUTTER NOT TO SCALE PROVIDE PAINTED SYMBOL IN ALL UAKlnirnDDED PARKING STALLS ON SITE PLAN, PAINT )" BLUE FIELD VD WITH 3" WHITE R AS REQUIRED BY CODE. )E PAINT STRIPE, C LINE WHITE HANDICAPPED USE SYMBOL NOT TO SCALE e r..•1•►�...•�...•�...• AGGREGATE BUILDING FACE OR LANDSCAPED AREA 3000 PSI CONCRETE AT 28 DAY BREAK WITH A SLUMP OF 3" +/- 1 " AND 4-6% AE. PAVED FLUME DETAIL NOT TO SCALE NO (E: SIGN TO BE PER LOCAL HANDICAPPED REQUIREMENTS. VERIFY WITH CITY SIZE & SHAPE 12" MIN. WHITE LETTERS & SYMBOL _---ON BLUE BACKGROUND N Z METAL SIGN, BOLT TO PIPE COLUMN PARKING ONLY AN ACCESSIBLE TO BE DISPLAYED AT SPACES NOTED ON THE SITE PLAN. 3" DIA. PIPE COL. W/ (2) COATS ENAMEL (WHITE) EMBED. 18" INTO CONC. GRADE 8" DIA. X 24" DEEP CONC. FOOTING PROVIDE SIGN ® ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN AND FURTHER AS REQUIRED BY A.D.A. ACCESSIBILITY GUIDELINES FOUND IN APPENDIX A OF PART 36 FOR THE STANDARDS FOR ACCESSIBLE DESIGN PUBLISHED BY THE DEPARTMENT OF JUSTICE. (1991) HANDICAPPED USE SIGN NOT TO SCALE ML:ql i) TRIAD ENGINEERING, INC. wwwAriodena,com •� NOT m E 0 .9 E o a E E 3 o T aci u Q v v a c c 8 8 U 'c 0 'c a U a .c c Ul c c u � W % o I;II.I��, iII 3 M T O Q O I 0.�- C ! O U Z a) 0 `�- O 0 C N ai 0 U o (!l o 'o Q C C W Of m O 0 V [n W o v 0 , ZW H U W CD U�W 0 Z <z� W z c z Q (n � Q <000 70 Lv 00-z W0< w U) O Z O Z I W WU Z <X o .z� �0 .J.�Ow m Q-0 �..J Wow UZUO�>o° \../ woe LLJ'Z .R>IY0) Z zZ gu�iN�� o LJ a00 =o ��U 0S z, z Q N Aj'oH OF v DKM D. DUNLAP III9 No. 035809 l! 't /0 3,, 1 TONAL E PROFESSIONAL SEAL N >� V / arm 0z F 0 � Q OW Z O U� V) •- - (nLL1 F z V Wp LLJ � w V i- JS cL' LJ Li z W LL. Drawing Number: C - 13 EROSION CONTROL NOTES TEMPORARY SEEDING 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE PLANTING DATES: SPECIES APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3, THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. FEB. 16 - APR. 30 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. MAY 1 - AUG. 31 SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION. 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION. INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13, UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT 1S REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH - CHOPPED STRAW AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. CEREAL (WINTER) RYE (SECALE CEREALS) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) RATE IN LBS. PER ACRE 50 -100 lbs. / acre 50% 50% 60 - 100lbs. / acre 100% 50lbs. / acre 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 lbs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 lbs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 IDS. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) 150 lbs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) ANIONIC ASPHALT 7:1 COARSE 1200 LATEX 12.5:1 FINE 235 RESIN -IN -WATER 4:1 FINE 300 END -SECTION 12'- 60' PIPE ALTERNATE END -SECTION 12'- 60' PIPE ES-1 Nub W m ou" end-ewedar Hub and m aim •rd-Nc spW end on fort ad-.eetw. spigot end on Wd wh-e.otlmn x x I x E E Concrete to be 40DO PSI Wain. Concrete to be 4000 PSI M6n. LL_ PLAN4 PLAN C B �--- C B f SW fik iWwmrt _TL h D� f�E� D _-I E�1 END VIEW SECTION X-X END VIEW SECTION X-X END -SECTION DIMENSIONS DWI. A B C D E 12' 4' 2'-0' 2'-0' 4'-0' 2'-0' 15' 6' 2'-3' V-9' 4'-0' 2'-8' 18' 9' 2'-3' 1'-9' 4'-0' 3'-0' 24' 9 1 2 ' 3'-7' 2'-6' 6'-1 4'-0' 30' 1'-0' 4'-6' V-7 3/4 6--1 3/4 36" V-3" V-3' 2'-10 3/4 8'_I 3/4 ' 6'-0' 5'-3' 2'-11' 8'-2" 6'-6' 6'-0' 2'-2' 8'-2' 7'-0' 5'-5` 2'-9 1 4 ' 8'-2 1 4 60 2'-11' 5'-0' 3'-3' '-3' 8'-0' ®s�i■�,��s'ai��aar� '�• i�'it'l�iZ'it'�'iid'� I` C B NOTE: Pipe Wgh shown on plans ore based on U-Section design shown on left. ff the contractor obis to use the alternate deign shorn an Wwt the rig4 6"q% wig be reduced by Ure dtie�ce in dmetreion b'. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT TRANSPORTATION STONE CONS TR UCTION ENTRANCE GROUND REINFORCED CONCRETE �Y•� •... �f�! �f1f •mil• t?'•. �.f•�f�t'�C�f�l�l�.l �•r•.•• • • • • • •. • • r • �•.•• :• • ! �G�f•�! �l�f �l�f �f �l.�!'►!�l�f•�f•�r�f•�f • •a • • •; r • 70' MIN. B WASHRACK (OPTIONAL) SECTION B-B 10' MIN. -- 3• MIN. 3' MIN. DRAIN SPACE SOURCE: ADAPTED from 1983 Magland Standards for Soil erosion and Sediment Control, and Va. DSWC PIPE OUTLET CONDITIONS A A` 'IPE OUTLET TO FLAT .REA WITH NO DEFINED 'HANNEL L a 0 X -- w d T- SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERLMETER ado (MIN.) 'IPE OUTLET TO WELL )EFINED CHANNEL d SECTION A -A �' T FILTER CLOTH KEY IN 6"-9"; RECOUNMED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAX111UM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC TEMPORARY DIVERSION DIKE Compacted Soil 18" Imin. -Flow 4.5` min. SOURCE: VA. DSWC PLATE 3.09-1 BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN GRAVEL• FILTER FWIRE SCREEN r FILTERED WATER - . DROP INLET WITH GATE 7 SEDIMENT ji SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. - TRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. Plate 3.18-1 SOURCE: VA. DSWC CONSTRUCTION OF A SIL T FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. / FLOW 3, ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Adapted from Installation of Straw and Fabric Filter Darriers for Sediment Control, S'herlrood dt Tyant ML:11 D TRIAD ENGINEERING, INC. www,triaden .com � � N f 0 E E E E E 0 U 0 U �. 0 Z aoi u 0 0 0 0 o > L' o 8 8 rR Is _6-11 f Y 10 L C o G � V 4 -> > ix a T__ N lI f o= v 0 C9 n �r T U o C ay D v U fQ O 1 o U o C .o -0i Ui Q N O Z d v to o a ►- v+ m 3 v o o p � ij V Z e W H U it 01.-(o reV) ZQ j z Z ] Q W m 5 3 a Z J] O 1 - ceor zzz Z0�WXIt Lr) I�OZOOQ W 0WUZI Zao O .Z- e W >_U''k� Q UZ2O.J>°o �11 w o...i ;gam � •z=:)>�� z0I'UWh Zz V� g W 3 a00 =o 00 Uu� U) Z z 0 ] W PLATE. 3.07-3 GRAVEL CURB INLET SEDIMENT FILTER i GRAVEL FILTER • RUNOFF WATER WIRE MESH FILTERED WATER SEDIMENT CONCRETE GUTTER CURB INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPIJCABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.05-1 SOURCE: VA. DSWC PLATE 3.07-E 1,40 DENNIE D. DUNLAP?u III No. 035809 ONAL F' PROFESSIONAL SEAL tV ®� w Y I VI O V Z ^W Je.l W W e. p W Q �•yW�� W W. leilr� W Drawing Number: C_14 1' 1.0' ORIGINAL 2.0' CLASS I RIPRAP GROUND COARSE AGGREGATE**-\ IGINAL (EXCAVATED) 2.4' / FILTER CLOTH\ �EGROU RLEYN CROSS SECTION OF OUTLET LENGTH OF BASIN BOTTOM - 50' WIDTH OF BASIN BOTTOM = 20' LENGTH OF TOP OF DRY STORAGE = 66' WIDTH OF TOP OF DRY STORAGE - 36' CLASS I RIP -RAP DIVERSION DIKE y S � ' OARSE AGGREGA �* LCLOTH EXCAVATED AREA �LTER COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 SEDIMENT TRAP #1 OUTLET NOT TO SCALE 12" CAST IRON GRAT LLLLLLLLLLL. L..LL_LLLLLLLLI LLLLLLLLLL" LLLLLLLLLL L_.L_LLLL_LL_LI_ LLLLLLLLLL LLLLLLLLLL LLLLLLLLLLL_ LLLLLLLLLL LLLLLLLLLL I I I i SOLID GRATE MATERIAL: CAST IRON QUALITY: MATERIAL SHALL CONFORM TO ASTM A48 - CLASS 30B PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT HINGED GRATE COVER FOR EASY ACCESS V 1.0' ORIGINAL 2.D' CLASS I RIPRAP ELEV.ND COARSE AGGREGATE"� 1, o' ORIGINAL (EXCAVATED) 2.5' / FILTER CLOTH\ ELEVNDL �/ CROSS SECTION OF OUTLET LENGTH OF BASIN BOTTOM = 50' WIDTH OF BASIN BOTTOM = 20' LENGTH OF TOP OF DRY STORAGE = 66.4' WIDTH OF TOP OF DRY STORAGE = 36.4' CLASS I RIP -RAP � /� F "_- �" 11.03, �R GREGA ��ILTER CLOTH EXCAVATED AREA �/1 COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 SEDIMENT TRAP #2 OUTLET NOT TO SCALE DIVERSION DIKE 12" DRAIN BASIN CAST IRON H-20 RATED GRATE _ FOR DETAILS SEE w PAGE 48 INLET AND OUTLET ADAPTORS j AVAILABE, 4" z THRU 12 w _J VARIOUS TYPES ? OF OUTLETS WITH WATERTIGHT ADAPTORS FOR: SDR-35 SEWER, CORRUGATED POLYETHYLENE, SCHEDULE 40 DWV, CORRUGATED PVC, RIBBED PVC ORIGINAL 2.0' CLASS I RIPRAP EGIR�EO�UND COARSE AGGREGATE **-\ ORIGINAL (EXCAVATED) 2.3* / FILTER CLOTH � LEV ND CROSS SECTION OF OUTLET LENGTH OF BASIN BOTTOM = 50' WIDTH OF BASIN BOTTOM = 15' LENGTH OF TOP OF DRY STORAGE = 66' WIDTH OF TOP OF DRY STORAGE = 31' CLASS I RIP -RAP COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5 SEDIMENT TRAP #3 OUTLET NOT TO SCALE *0) OVERALL HEIGHT 10' - VERSION )IKE 100 yr. 696.19 25 yr. 695.85 10 yr. 695.55 2 yr. 695.10 STD. DI-1 TOP emergen�s2illway_ el. 697.50 696.50 ,Z 8" Orifice 4' Diameter Inv. 694.75 Precast M.H. Structure 4" Orifice Inv. 691.65 Inv. 691.65 15" HDP E @ 1.OQaja Contractor to ensure precast structure is adequately q anchored to footer. 18" -. - ° - CO�CI'2E:T_EaFOOQTE`1=Z• .• 6" VDOT #57 Stone 8' EAST DETENTION BASIN "STR. #6" 100 yr. 699.27 25 yr. --- 698.82 10 yr. 698.54 2 yr. 698,09 Contractor to ensure precast structure is adequately anchored to footer. Not to Scale STD. DI-1 TOP emergen Z sllwa� _ el. 699.85 699.35 10" Orifice Inv. 697.50 4' Diameter Precast M.H. Structure 12" Orifice Inv. 695.75 Inv. 695,75 18" HDPE @ 0.50ajo d 18' COP CPE.1 E41F.OQJ� 6„ VDOT #57 Stone 8' - WEST DETENTION BASIN "STR. #5" Not to Scale EW-2,2A Shape to b Notes: beveled with o 0 mortar For table of dimensions and volumes for circular pipes (Standard EW-2) see sheet 2 of 3. b a For table of dimensions and volumes for elliptical pipes (Standard EW-2A) see sheet 3 of 3. K DETAIL A This item may be precast or cast in place. 2 On shallow fills, where endwalls are 300 mm or less below shoulder Line, the top of the endwall shall be constructed parallel to the grade of road. � Do not a bevel All cast in place concrete to be Class 20, 2 #13 Deformed Inver For precast see Sheets 101.06 and 101.07. crack control Bars In no case shall top of endwall project above fill 30^ sto e ditch slo e or shoulder 2 #13 Deformed crack P P CL P DETAIL B This standard to be used with straight crossings and skew angles to 15^. Cost of bars for crack control to be Included in price bid per cubic meter concrete. Headwall to be beveled In all areas except where a conflict with Invert and wingwalls occur, PLAN Bevel edge is required on the headwall at the Inlet end of the culvert (where the flow enters the culvert). Headwall at the outlet end of the culvert may be either square edge or bevel edge. S\ope See Detail H .� 4 0 0 1 Flow 4 A SECTION A -A I I I I II I L I I I I I Invert I� 'rSee Detail B (E C �f IE C I Y� END ELEVATION SIDE ELEVATION Sheet 1 of 3 SPECIFICATION REFERENCE 165 STANDARD ENDWALL FUR PIPE CULVERTS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION UNLESS OTHERWISE NOTED, ALL DIMENSI❑ S 101.03 ON THIS SHEET ARE IN MILLIMETERS m:JJA L TRIAD ENGINEERING, INC www.triaienq.com .-- N O O h r N E 0 0 0 U U � T 0 U O N Q 8, w , v o 0 o Z Z' a •� `_ U U cR Y Y O U u u V ! Y C V o q a .T T j N � 3 I 0 U O l,) U c LJ N I U Z 0 o a c 4; v v v .a U to 2 0 a � c Q 3 F c' m v c) p� � U U , Z W U Q W . > Z =� (7� U�U) �ro Z�ZZ 7� z r Q W Q m"t N-N rw W2Pp Zc0 c�z� Q0D000 ZU�U7�� W X � a- LU Ld ZtJ 2 Zry 0 0 Z =�j _J-W >_0QI-0Q �./ W( UZUU_>o (nod ' Z11>�O�j ZZU U zzc� JW �c0 W 3 d 1 i-0 ZW ZIt Ld W Q > .L�of UD.DUNIAP PROFESSIONAL SEAL T_ N }" Q Z] za CL 0 :2> W V / O� W Q a� �10 U ZW oW a 0 nY 0 JWW Z - OEM W Q �adw LL_ NW 1.i�. r� LA. Drawing Number: C-15 IRS Dir. Rc)beirt 13. C/a Mill-w0ad 600 Millwood Avenue Winchester, VA 22601 Phone.- 540.667.1010 H"a I I Fi ir e for 1 FIRE . RESCUE COMPANY r SHAWNEE MAGIS""TERIAL FREDERICK COUNTY, DISTRICT VIRGINIA TRIAD PROJECT NUMBER. CD--061 ,INDEX OF SHEETS DESCRIPTION SHEET NO. COLTERSHEET......................................................................... C -1 NOTES & LEGEND..................................................................C-2 EXISTING CONDITIONS........................................................... C-3 SITEPLAN..............................................................................C-4 GRADING AND E&SC PLANT........ ........................................... C-5 LANDSCAPING- PLAN...............................................................C-6 WATERLINE PLAN & PROFILE ................................................ C --- 7 WATERLINE AND SANI'T'ARYY SE-VER PLAN & PROFILE ........ C - 6 STORM SEWER PLANT & PROFIL,E......................................... C - 9 STORM SEWER PLAN & PROFII_,E......................................... C -10 STORM SEWER PLAN & PROFHL E .............. # - :...................... , . C -11 FCSA NOTES AND DETAILS...................................................C-12 CONSTRUCTION NOTES AND DETAILS ................................... C -13 E&SC NOTES .AND DETAILS ....................................... ..........C-14- E&SC NOTES AND DET.AILS ...................................................C-15 DDS & Res c-i.,ie CRE D. bt" M No. 035809 �O� 211.4 / 0 3NZ'�'ftkL 56/ VICINITY MAP 1 " - 2000' SITE PLAN REVI W SUBMISSION - 09-13-02 RESUBMISSION - 1 1-27-2002 RESUBMISSION - 01-31-2003 RESUBMISSION - 02-14-2003 E ors 117 App 'rove d by ti 1e Zoning Administrator Zonhig, Administrator .te: No Signature ®3 �103 Date S�.te plan is valid 'L intil 5 years after approval date. Aviation Drive 200 Box 2397 P.O Chester, `A. 2�04 xn i)ne: 540-667--9300 Ph( ,<: 540-667--2260 Fa< -mail: off ice0 triad--winc.corn E- 971 Acorn Drive P.O. Box 1448 Harrl86nnbur—g, VA ����� Phone: 540-434-4135 F "ax: 540-434-5841 --mail: office(gtriadengineering.net GENERAL NOTES: 1. Any discrepancies found between the drawings and site conditions or any inconsistencies or ambiguities in drawings shall be immediately reported to the engineer in writing, who shall promptly address such inconsistencies or ambiguities in writing. Work done by the contractor after his discovery of such discrepancies, inconsistencies or ambiguities, without clarification from the engineer of record. shall be done at the contractor's risk. 2. Contractor shall furnish all materials, labor and equipment required and shall perform all work including restoration for the completed installation of utility systems and all other improvements shown or implied as necessary. Unless otherwise noted, specifications for all work shall be in accordance with the applicable Standards and Contract Specifications of the Virginia Department of Transportation, Virginia Department of Health, County of Frederick, Frederick County Sanitation Authority, and the contract documents. 3. Contractor to verify the exact location of all existing utilities and notify the Engineer of any conflicts with existing and proposed utilities. Damage to existing utilities shall be the Contractor's responsibility. Forty-eight (48) hours prior to any excavation call "Miss Utility" 1-800-552-7001. 4. Contractor shall be responsible for all construction stakeout. All dimensions and elevations shown on the contract documents shall be field verified by the Contractor prior to beginning work. 5. Contractor shall obtain, at his expense, all permits required prior to starting work and shall adhere to the conditions imposed. 6. Any unusual subsurface conditions encountered during the course of the work shall be brought to the attention of the Geotechnical Engineer / Owner. 7. Access by emergency vehicles must be maintained at all times. Access to fire hydrants must not be impeded at any time by parked cars, construction materials, soil stockpiles, etc. 8. Refer to architectural drawings for exact building dimensions. CONSTRUCTION NOTES: EARTHWORK NOTES: 1. Erosion and sediment control measures shall be in place prior to performing any significant earth disturbing activities. This plan is incomplete without the Erosion Control Narrative and all addendums. A preconstruction conference shall be held prior to the issuance of the land disturbing permit. The contractor sholl arrange the meeting with the County E do SC Administrator. 2. All materials used for fill or back -fill shall be free of wood, roots, rocks, boulders or any other non -compactible soil type material. Unsatisfactory materials also include man-made fills and refuse debris derived from any source. 3. Satisfactory material for use as fill for public streets include materials classified in ASTM D-2487 as GW, GP, GM, GC, SW, SP, SM, SC, ML and CL groups. The moisture content shall be controlled within plus or minus 2 percentage points of optimum to facilitate compaction. Generally, unsatisfactory materials include materials classified in ASTM D-2487 as PT, CH, MH, OL, OH, and any soil too wet to facilitate compaction. CH and MH soils may be used subject to results of the Geotechnical Report and upon approval from VDOT. Soils shall have a minimum dry density of 92 Ib/cu, ft, per ASTM D-698 and sholl have a plasticity index less than 17. 4. Materials used to construct embankments for any purpose, back -fill around drainage structures or in utility trenches or any other depression requiring fill or back -fill shall be compacted to 95X of maximum density as determined by the standard proctor test as set out in ASTM Standard D-698. The contractor shall, prior to any operations involving filling or back -filling, submit the results of the proctor test together with a certification that the soil tested is representative of the materials to be used on the project. Tests shall be conducted by a certified materials testing laboratory and the certifications made by a licensed professional engineer representing the laboratory. 5. Compaction of fill material under building slabs shall be based upon recommendations of soils engineer after completion of standard proctor test and shall meet bearing requirements of architect for buildings. The contractor shall be responsible for testing. 6. Embankment fill and trench back -fill shall be placed in lifts at a maximum uncompacted depth of 8 inches and 6 inches, respectively. Density tests shall be conducted at the following minimum frequencies: (a) embankments for roads, streets, dams, etc.: one test per lift per 10,000 square feet of lift. (b) back -fill around structures and in trenches: one test per lift per 500 lineal feet of trench. 7. Compaction tests for street pavement structure shall be made in cut and fill areas at the following minimum frequencies: (a) Sub -grade: one test per lone per 500 lineal feet. (b) Stone base: one test per lane per 6" compacted lift per 500 lineal feet, (c) Hot asphaltic concrete: one test per lane per lift per 500 lineal feet. 8. Changes or revisions to these construction plans shall not be made without approval by the owner, engineer and all applicable regulatory agencies. ROAD NOTES: 1. Subgrodes on cut shall be compacted for a minimum of one (1) foot in depth. Subgrode in fill shall meet the compaction requirements stated above at all levels. 2. Areas of wet or soft material under roods or buildings shall be partially over -excavated and replaced with suitable material as directed by a Geotechnical Engineer. 3. Gravel used in base courses shall be constructed on a compacted subgrode free of organic matter. Gravel shall be VDOT type 21-B and shall be placed and compacted in a moist condition so that the fines remain mixed with the coarser material. 4. Asphaltic concrete, where applicable, shall be applied to the prepared gravel subbase following the application of a liquid asphalt prime coat. Asphalt shall consist of a plant -mixed bituminous material rolled smooth. The asphalt surface shall be smooth, seamless and of a uniform texture. Asphalt material shall comply with the minimum specifications required by the VDOT Road and Bridge Specifications. 5. Roadwork within existing or planned VDOT right of way shall conform to the latest editions of the Virginia Department of Highways Rood and Bridge Specifications and Standards and Virginia E & SC Regulations. VDOT GENERAL NOTES: 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety and Health Administration and VOSH Rules and Regulations. 3. When working on 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 VDOT's January, 2001 (or latest edition of) Road and Bridge Specifications, Section 104.04-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right of way. 6. If required by the local VDOT Residency Office, a preconstruction conference must 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. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. 8. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Sec. 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. CONTRACTOR UTILITY CONSTRUCTION INFORMATION: Allegheny Power Phone: 540-722-5859 - Application for Electric needs to be made concurrently with site plan approval (1-800-225-3443). - Once site plan is approved, a copy needs to be submitted to Allegheny Power. At that time, details and specs will be provided for conduit and transformer size. Allegheny Power will be responsible for: - sizing conduit - running cable - providing junction box if needed - sizing and providing transformer - sizing transformer pad Site Contractor, after site plan approval, will be responsible for: - trenching (approx. 48" depth, conduit may be laid with telephone line with 1' separation - laying conduit with 1 /4" nylon rope pull string; anticipated 4" schedule 21 PVC - lay conduit to existing junction box and make connection (Allegheny Power typically requires only one conduit to be laid but Contractor may lay two if there is a concern for conduit crushing) -- install junction box if necessary - pouring and forming transformer pad - Site Electrical Contractor shall be responsible for all wiring from transformer to building. Cable installation: Approximately one week prior to conduit installation completion, call Allegheny Power at 540-722--5859 to schedule cable installation. Verizon Contact: Larry Willingham Phone: 540-° 665-3153 Once site plan is approved, a copy needs to be submitted to Larry Willingham w/ Verizon. Verizon will be responsible for: - supply and install junction boxes within public right-of-ways - running cable Site Contractor shall be responsible for: - trenching (approx. 1' above electric line conduit) - laying 2-4" schedule 21 PVC conduit with 1 /4" nylon rope pull string (approx. 1' above electric line conduit); conduit should be laid to property line and be marked clearly - installation of interior mount within the Electric/Telephone room (see Arch. drawings) - provide on -site junction boxes at no more than 500-foot intervals (all junction boxes in pavement areas to have H-20 Load Rating - Site Electrical Contractor shall be responsible for ground wire from electrical to phone mount. Cable installation: - Contact Larry Willingham at 540--665-3153 prior to electrical conduit installation to coordinate installation of telephone conduit from existing termination location to property line. Verizon will provide conduit only to property line. - Approximately one week prior to conduit installation, call Verizon to schedule cable installation. Shenandoah Gas Contact: David Reichert Phone: 540-868-7911 -- Complete Gas/Service Meter Application - start date for service dictates installation schedule for Shenandoah Gas. - All line installation will be handled by Shenandoah Gas (including trenching). FCSA CONSTRUCTION NOTES: Contact: John Whitacre Phone: 540-868-1061 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. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 4. The Sanitation Authority's maintenance department is resonsible for the installation 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 to be between 18 and 21 inches; and 4) all components of the meter box assembly to be in proper working order. It is the developer's/contractor's responsibility to have the meter box assembly installed correctly. 5. 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) make the location of the tap; (4) make final payment when the work is completed. ARCH. ARCHITECT C/L OR CE CENTERLINE C L. CLASS C/OUT OR C/O CLEAN OUT CONC. CONCRETE CG CURB & GUTTER D.I.P. DUCTILE IRON PIPE DIA. DIAMETER E.P. EDGE OF PAVEMENT EL. ELEVATION ESMT. EASEMENT EW EXISTING WATER EX. EXISTING F.E. FOUNDATION ELEVATION F.E.S. FLARED END SECTION F.F. FINISHED FLOOR F.H. or F/HYD FIRE HYDRANT F/L FIRE LINE F.W. TOP OF FOUNDATION WALL G.V. GATE VALVE G.B. GRADE BREAK HORIZ. HORIZONTAL H.P. HIGH POINT INV. INVERT IRS IRON ROD SET LAT. LATERAL LT. LEFT M/H MANHOLE MIN. MINIMUM NE NORTH EAST NW NORTH WEST P.C. POINT OF CURVE P.I. POINT OF INTERSECTION P.T. POINT OF TANGENT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENT R RADIUS R.D. ROOF DRAIN RT. RIGHT SAN. SEW. or S SANITARY SEWER SEW. SEWER STD. STANDARD STM. SEW. STORM SEWER SE SOUTH EAST SW SOUTH WEST S/W SIDEWALK S.F. SQUARE FEET STR. STRUCTURE T.B. TOP OF BANK T/C TOP OF CURB T/W TOP OF WALL TPD TRIPS PER DAY U/G UNDERGROUND VERT. VERTICAL W/L WATERLINE X-ING CROSSING LEGEND EXISTING a Q 2900-Zso0--- - - 2898 - - .289a ----- x 2876.3 zags. s SITE PLAN NOTES: 1. Total area: 5.3396 Ac. Existing area: 4.1624 Ac. Leased area: 1.2272 Ac. 2. Zoning: B-2 3. Existing Use: Vecant 4. Proposed Use: Fire Station & Banquet Hall 5. Property Identification (PiN #): 64-10-5 6. Building Setback Requirements: Front = 35' (Costello Drive) Side = N/A Rear = N/A 7. Building Setbacks Provided: Fire Hall: Front = 49.25' Side = 43.51' Rear = 562.14' Banquet Hall: Front = 427.45' Side = 13.69' Rear = 200.07' 8. Parking Setback Requirements: Front = 10' Side = 5' Side = 5' Rear = 5' 9. Open Space Requii-t-.ments: Required: 15% = (0.15*5.3896 cc.) = 0.8084 Ac. Provided: 1.434 Ac. = 26.6 ROADS ROAD CENTERLINE CURB CURB TAPER SIDEWALKS CONCRETE PAVEMENT BUILDINGS FENCE DECIDUOUS TREE CONIFEROUS SHRUB PROPERTY LINE STORM SEWER INDEX CONTOUR INTERMEDIATE CONTOUR SPOT ELEVATION LIMITS OF CLEARING AND/OR GRADING �Argnei -al g Lem im 21'_'fl�:i iI-I"l"1 N 00 N M o) o c� o � I V o c W L= O _ CO o Q 0v o C .O Q) rn o c U cn ° C O F- Cp M o ° d U p U eoLU• U > Z to a> z~ QWZ mr- � L Xd a2JaO to LAJ Z Z Z fry®'Z V LJ af p Z WU�I 0° Z J a J O W UJ U-201 o° ZZ Z, 4wu,aLij r� LAJ� � IL .00 z U1 10 N 0C7U Z 7 O���LTH 0p Alt, b. 2V :k UDENNIE D. DUNLAP M ' No. 035809 j� :Z/1y �031�� "�, 101VAL Vl' PROFESSIONAL SEAL 04 • i, Drawing Number: AM, SITE STATISTICS OWNER: DR. ROBERT B. HALL, DDS c/o MILLWOOD FIRE STATION, COMPANY 21 WINCHESTER, VA 22601 ZONING — B-2 SHAWNEE DISTRICT DEED BOOK NUMBER: DB 802 PG 1055 PIN #: 64-10-5 LOT ACREAGE: 5.3938 Ac. EXISTING: 4.1624 Ac. LEASED: 1.2272 Ac. THIS PROPERTY LIES OUTSIDE THE 100—YEAR FLOODPLAIN, BASED ON NAD27 DATA. exist. son top 708.87 \ `, inv. in=698.12 (8" pvc) , \ ` °' \6�• / I i ` •� inv. in-697.53 (4" pvc) Inv. out-697.41 (8.", pvc) \ • J'' ` \ / �r �1 A/ -- d..- ► \ II o •�, � '"'1 � `` 1 gam. N/F I / i PATRICIA G. BIGGS n II / I ALM� G. GARBER 4 f �� , \ I / 1 945/1662 N F I 1 v ! ! `" • \ '�SHENANDOAH UNIVERSITY PIN #: 64-8-9 j i � ��j � �II 924/973 / o n� (.ZONED: 62 VACANT r ` / \ PIN #: 64-A-A i j USE: ZONED: 63 / O / 1 USE: VACANT �' / f electri>al\ box / �7 ,:� �A;orr�m,� �crate inv.! in=7 .13 (30" rcp) S271-42'25 1...... I ----- -7 r � � ' out. 696.43 (30" rep) ex. chain link fe: c / / 252.94' --� / s23'01'58"w / I 254.21' ' exist. 30 If \• \ / r - \............ \......'... �.......... ... \. . . ......�...�.\-.......f..'C.._..��, . PROPOSE ` ... . .'...'.' .j a . LEASE/'LINE , ......... �,.......�i .....i, � / a �* 1..2272 :-AGpE .AREA• ,� - .. .. . . .... ., . . . . TO- BE -LEASED -FROM . _ .. .. .i. WINCHESTER' PEG 04AL ...... N/F / - •� - - - - AI(�PC�RT .ALfTi-l�hlTY . • . ' - ' - - - �.� WINCHESTER REGIONAL % ✓ AIRPORT AUTHORITY / i ! . . . . . . . . . . . . . . 658/1059 • / ....... r .~ / - - - - PIN #: 64-A-88 / L y ZONED: RA y . . USE: AIRPORT / / Z . . . . . ...... . . . . . . .. . . . . . . . . . . . . ....•••... . \ . . . . ... . .-.. _ . .. y' .......... . ._ -- /...._................ .. . . . . . ;' . . . . . . . . . . f. . ---•.........---- . / . . . . . �'. - S28' 17'30'-'W - ..� . . . . . . . . 150.00' / i utility easement' T� /� a" f/ �� / ! , /� r i 1, ° , ,! I exist. 90 6� h ` ` inv. in/=691.90 (8" "pvc) exist. 30" rep I l inv. out=691.71 ($ pvc) ( % inv. out�895.17 \ I I I / MILWOOD STA ION FIRE & RESCU� 1NC. I I ! / 01-00-803 PIN #: 64y10 5 / 1 i ,•� „ „ LS�san � � (0 exist. son mh f • 0 rp ZONED/ B-2 l` Irl I 4 I I top 704.72 FREDERICKTOWNE GROUP, L.C. � / USE. /VACANT ILOT 1 / \ i # i xist_ gaslin — _ -0 i / PIN #: Y +*►' \ exi> - 27r4 I ! I I ZONED: B2 � " , f USE: VACANT inv. out=69t.92 cv r I I I I` v, � I= r — — e st storm inle © ,` t � ��. \ '+ � � v i i � I inYY ilk 6r92. 3 In+Y ut--692. 9 % r -I ;-I-Y-I xist. di w I I ` air I .e A I I �exi t. a%rti inlet j 6 6 Q31 #'inv! in 692r911 inv out-j692.77 > II sxslT3o"w ; s77` os, .�. .�. ..,,. .� — — ----r .� ...,�..,� —�=— �• —,i- I I II t , '`� 0 3, j I I � i I i l 0 I I I i W I I t J N/F 1111 I I o �I 9 e WINCHESTER LOYAL ORDER LODGE MOOSE 3 I I r l I I 0 955/164 i r 1 I U PIN #: 64-10-4 r I II USE: VACANT ACANT 40 0 I � r l I III 40 80 �L:ql TRIAD ENGINEERING, INC. 9 1 - a In 9 0 M 0 N 0 1 U O 0 1 0 I rn 0 z= o r m +� v a o v .Q ° in o v o m o o Q U Z W W > F 1/ �_ UhN a� z ?' 4WQ m 5s azJj0 WaZzzoc�� 0a WZOZ= og .zg Za0 i0 J •JOW r� viz UZ2058 zUzi gW(0 (09 0 � 3 Q � OF A UD ENNIE D. D UNLAP 11 No. 036809 ;ONAL F' PROFESSIONAL SEAL V� nl V / Z 1 >- O Q> Z(L F— w Q �>. Q <0z Z O V �O a WC.) LJ O Y �" O U iR_ �V) v, r /'� �I MO 0 � � Z z I.a. � V) W W. X ILL. W 120 Drawing Number: II - II Scale 1" = 40' I Ceiiiiiii 3 N/F WINCHESTER REGIONAL AIRPORT AUTHORITY 659/1059 PIN #: 64-A-88 ZONED: RA USE: AIRPORT PROPOSED FENCE — ALONG PROPERTY LINE (TO MATCH EXISTING AIRPORT STANDARDS) NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING UNLESS OTHERWISE SPECIFIED. 2. ALL PROPOSED CURB RADII ARE TO BE 5' UNLESS OTHERWISE SPECIFIED. L CONC. DUMPSTER 3. PROVIDE HANDICAP ACCESSIBLE ROUTE FROM HANDICAP CG-12A TO HANDICAP PARKING STALLS. PAD W/ SCREENING 4. ACCESSIBLE PATHS OF TRAVEL INCLUDING PARKING SPACES, LOADING SPACES, DOOR (SEE DETAIL APPROACHES, RAMPS AND CURB RAMPS, SHALL COMPLY WITH THE 1996 VIRGINIA UNIFORM SHEET C-13) STATEWIDE BUILDING CODE, 1996 BOCA CHAPTER 11 AND 1992 ANSI A117.1. 5. LIGHTING PLAN , INCLUDING FOOT-CANDLE READINGS AND A DETAIL OF THE POLE, FIXTURE, AND BASE TO BE PROVIDED BY THE ARCHITECT AND APPROVED BY THE FREDERICK COUNTY STAFF. 6. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS. 7. CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTACT MISS UTILITY OF VIRGINIA AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION. 8. CONTRACTOR SHALL CONCRETE ARCH EXISTING 8" W/L & 8" SANITARY SEWER FOR STORM SEWER 11�OSSING(S) AT COSTELLO DRIVE. CONCRETE SHALL EXTEND A DISTANCE OF 4.5' IN EACH DIRECTION FROM THE- CROSSING. 9. CONTRACTOR SHALL MATCH EXISTING COSTELLO DRIVE PAVEMENT SECTION FOR THE WIDENING OF COSTELLO DRIVE AT THE FRONT OF THE PROPERTY. THE COSTELLO DRIVE SECTION SHALL EXTEND TO THE PROPOSED CONCRETE PAD IN FRONT OF THE FIRE STATION, AND TO THE R/W LINE FOR THE ENTRANCE TO THE PARKING AREA. 10. OIL/WATER SEPARATOR SHALL BE MIFAB MODEL #MI-O-HU-4 OR APPROVED EQUAL. TOP=701.00, INV. IN=696.12, INV. OUT=695.96, BOTTOM=693.92. 11. GAS METER LOCATION(S) AS SHOWN ARE APPROXIMATE. REFER TO MECHANICAL DRAWINGS FOR EXACT LOCATION AND SIZING INFORMATION, AND SHEET C-2 FOR GENERAL GAS INSTALLATION NOTES. 12, HANDICAP SIGNS SHALL BE PLACED AT ALL HANDICAP PARKING SPACES, PER ADA STANDARDS. 13. CONTRACTOR SHALL PROVIDE PROPER FIRE LANE SIGNAGE AND MARKING AS SHOWN TO MEET THE REQUIREMENTS OF THE GOVERNING FIRE MARSHAL'S OFFICE AND THE FREDERICK COUNTY CODE. 14. ALL FUTURE SIGNS SHALL BE PERMITTED THROUGH AND APPROVED BY THE DEPARTMENT OF BUILDING INSPECTIONS PRIOR TO INSTALLATION. 15. THERE ARE NO SIGNIFICANT ENVIRONMENTAL FEATURES LOCATED WITHIN THIS SITE. 16. ALL PROPOSED UTILITIES TO BE LOCATED UNDERGROUND. 17. BUILDING ADDITIONS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTIONS 303 (ASSEMBLY) AND 304 (BUSINESS) OF THE BOCA NATIONAL BUILDING CODE/1996. BUILDING ADDITIONS SHALL ALSO COMPLY WITH CABO Al 17.1-92 (ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. 18. DESIGN PROFESSIONAL LICENSED IN VIRGINIA SHALL SEAL THE STRUCTURAL PLANS SUBMITTED FOR APPLICATION. 19. SPECIAL INSPECTION REQUIREMENTS IN CHAPTER 17 OF BOCA SHALL APPLY. 20. THE 20'x26' STRUCTURE AND THE UNDERGROUND FUEL TANK SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, SECTION 312, USE GROUP U (UTILITY AND MISC.) OF THE BOCA NATIONAL BUILDING CODE/1996 AND NFPA 30. 21. PLACEMENT OF CG-12 CURB RAMP LOCATIONS SHOULD BE FINALIZED BY VDOT INSPECTOR. 22. DUE TO GRADING LIMITATIONS, THE CONCRETE SIDEWALK ALONG COSTELLO DRIVE WILL BE TERMINATED 15' FROM THE PROPERTY LINE. A TEMPORARY GUARDRAIL OR MEDIAN BARRIER SHALL BE INSTALLED BEHIND THE NEW CURB AND SIDEWALK FOR PEDESTRIAN SAFETY. ONCE THE ADJACENT PROPERTY IS DEVELOPED, IT WILL BE THE MILLWOOD FIRE AND RESCUE COMPANY'S RESPONSIBILITY TO EXTEND THE CONCRETE SIDEWALK TO THE PROPERTY LINE. N/F SHENANDOAH UNIVERSITY 924/973 PIN #: 64--A--A ZONED: B3 USE: VACANT .J I (J.JJ Lf 6" HDPE STM. SEW. ® 1.00% CONC.-J TRANSFORMER PAD TRAFFIC ANALYSIS FIRE STATION FLOOR AREA: 17,025 s.f. BANQUET HALL FLOOR AREA: 14,808 s.f TOTAL FLOOR AREA: 31,833 s.f. USING ITE RATES: 343 AVG. WEEKDAY 2-WAY VOLUME 137 AVG. SATURDAY 2-WAY VOLUME BUILDING INFORMATION TOTAL FLOOR AREA: 31,833 e.f. TOTAL LOT AREA: 234,771 s.f. FLOOR AREA RATIO: 0.14 HEIGHTS: FIRE STATION: 30' BANQUET HALL: 41' (INCLUDES CUPOLA) 4" PVC SDR-21 TELE. CONDUIT & 4" PVC SDR-21 ELEC. CONDUIT BURIED IN SAME TRENCH W/ 1' SEPARATION n, 1 G IV 1 LUr LMJ 1 URMIIV DMJIIV TOP=718.40, INV.=712.82 (SEE DETAIL SHEET C-15) PIN #. 64-10-4 ZONED: B2 USE: VACANT PATRICIA G.FBIGGS & 1 ALMA G. GARBER PARKING ANALYSIS -Off-street parking required 1-.er section 165-27(A) of the Frederick County Code: Fire Station: -1 space per employee: 10 employees 10 spaces Banquet Hall: -Indoor recreation: 1 space per 150 s.f. 5,915 s.f. / 150 s.f. = 39 spaces -1 space per 3 seats: 593 seats 593 / 3 = 198 spaces Total parking required: 247 spaces (7 of which must be handicapped accessible) -Off-street parking provided: Fire Station: -30 spaces (1 handicap accessible) Banquet Hall: -265 spaces (6 handicap accessible) Total parking provided: 295 spaces (7 of which are "reserved" for handicapped use, 2 of these "reserved" spaces are "van accessible") 945/1662 PIN #: 64-8-9 ZONED: B2 USE: VACANT � 11 �1 11 it 1� PROP. VARIABLE WIDTH PUBLIC STORM SEWER EASEMENT ....� (SEE DETAIL I SHEET C-15) 1 I I STANDARD DUTY PAVEMENT HEAVY DUTY PAVEMENT HEAVY DUTY CONCRETE PAVEMENT NOTE: SEE SHEET C-13 FOR PAVEMENT SECTION DETAILS. CONC. ARCH (SEE NOTE #8, -THIS SHEET) II �> L TRIAD ENGINEERING. INC wwwArioden .com �xII mn� Itl I I N 0 0 2 s E E E 0 U 0 V 0 C C d < p O cc O ,- existing 30" a RCP (shortened and tied into 22 STIR #3) i 1� �K o. � c 0 � o � a >m 4 .q o, c .N N d' N � MATCH EXISTING COSTELLO PAVEM NT DRIVE SECTION (SEENqTE #9, THIS SHEET) ARKING IACK i -12A ff #21,1 existing 27" RCP (shortened and tied into STIR #2) I =�zs-0 I U I I HIS SHE ) III 4'1 TAP Y FCSA I I Z5, w 0 .�, > N II er U I II II ® X ml I ,ViI sT _I, W II W (Al II #1 =O a— ca N I I I I �a o III 1 V FW-. v) II S I o- ( II 1 II 1 I I I II I I SE HIS SHEET22,I II If I II � II I II 11 I I I I If it II fl I II II II I I I I II I I I i 30 0 30 60 Scale 1" = 30' .o 3 0 O N I O U O M 0 I O O tM U II O �«= 6 c 1 U �O to 0 A>%2 a M rn M o o J z ..�. D U Q � � z I' (; a' <ZZ z� 4WQ mV W2CLZIn 1.L s QZID01 W Ir3 J 005ZOR Qw UZZ0 c�UZI 0o W W z�0 og•Zg ��_ � •.SOW 0® � n >c�Q►=oQ ZIP WG) z g�V) H W a00 =a 0(? 03 Z• Z D UDEM D. DUNLAP III No. 035809 2 // •t /0 3� PROFESSIONAL SEAL �I Z� Z 0C :2'" Q0z F- 0 1 0 0 V 0W =):he =W� W W Jdw W W ix L.L_ IN Drawing Number: C-4 / r N/F / WINCHESTER REGIONAL / AIRPORT AUTHORITY / 659/1059 / PIN #: 64—A-88 r ZONED: RA USE: AIRPORT / / f i LEGEND N0. TITLE KEY I SYMBOL TEMPORARY F.02 UTIONENTRAN�E CE j 3.03 CONSTRUCTION ROAD [105] SILT FENCEjF X X X F.O7 STORM DR04N INLET PROTECTION FoolCULVERT IN PROCTIONLET C I P TEMPORARY ONERSK)N DIKE D D CO TEMPORARY 3.13 SEDIMENT TRAP O /' �� 3.18 OUTLET PROTECTION 0 P NOTES: 1. MAX SLOPE ACROSS HANDICAPPED PARKING AND UNLOADING SHALL NOT EXCEED 2%. 2. RETAINING WALL STEPS DOWN 1' AT FIVE FOOT INTERVALS. LV Jh%L VMIJUN VI" MVVJC SECTION OF , 955/164 RETAINING WALL T/W=704.00 L=l u I ( I II PIN #: 64-10-4 W19• II I J ZONED: B2 CLASS Al USE: VACANT 30 0 30 60 90 kale 1" = 30' ML:11A TRIAD ENGINEERING, INC 2 1 �� sV, u I'll-H-1 I I I I I I t1') p N p U co p M I C p U Kp7 II o � =«- o ci � c 0 U � (n A JOIN 0 o m v 0 m � 0 U DENNIE D. DUNLAP III No. 036809 It /a 3 PROFESSIONAL SEAL r N Z Q " 0 ZCL O }"w a v z Ca Z Q F— 010 Z —(L -� o o V W =)Y 0 Q V O iR V) �V) iR 0 011-6 JWW Jx0 W W LLJ V I W Drawing Number: C-5 L Y,I • NO. 1: r DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS CO -DOMINANT LEADERS AND BROKEN OR DEAlS BRANCHES. SOME INFERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED- HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT SEE STAKING DETAIL. WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE WRAPPING DETAIL. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHEN EVER POSSIBLE. Ml� LCH SET TOP OF ROOT BALL FLUSH TO 1800 M (6 FT GRADE OR 25-50 MM ((1-2 IN.) 400 MM8 ) DI HIGHER IN SLOWLY DRAfNING SOILS. 200 MM (8 IN.) 50 MM (2 IN.) MULCH. DO NO PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN THE MULCH WEED -FREE FOR A MINIMUM OF THREE YEARS AFTER PLANTING. PLANTING RAR IEASN TYP OF SOIL SEENPSOIL IRPROVEMIENT D AIILS..f�' NOTES EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED, DO NOT COVER THE TOP OF THE ROOT iFn BALL WITH SOIL. 100 MM(4 IN.) HIGH EARTH SAUCER T T T T T BEYOND EDGE OF ROOT BALL. ^ ,rrrr TT T T REMOVE ALL TWINE, ROPE AND WIRE, ','r'r','"' BURLAP FROM TOP HALF OF ROOT B. , „rr T rrrr, IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE PASKET IN FOUR PLA AND FOLD DOWN 200 MM (8 IN.) INTO PLANTING HOL PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL. TAMP SOIL AROUND ROOT BALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOT BALL DOES NOT SHIFT. 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL. TREE PLANTING DETAIL - B&B TREES IN ALL SOIL TYPES NOTE: THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM (8 FT.) SQUARE, OPEN TO THE SKY, AND NOT COVERED BY ANY PAVING OR GRATING. INTEMNATIONAL SOCTEf111 OF ARBORICULTURE N= 11 1 211335-9518 FAX WIRE OR CABLE SIZES SHALL BE AS FOLLOWS: TREES UP TO 65 MM (2.5 IN.) CALIPER - 14 GAUGE TREES 65 MM (2.5 IN.) TO 75 MM (3 IN.) CALIPER - 12 GAUGE TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. PLASTIC HOSE SHALL BE LONG ENOUGH TO ACCOMMODATE 35MM (1.5 IN.) OF GROWTH AND BUFFER ALL BRANCHES FROM THE WIRE. TUCK ANY LOOSE ENDS OF THE WIRE OR CABLE INTO THE WIRE WRAP SO THAT NO SHARP WIRE ENDS ARE EXPOSED. 13 MM (0.5 IN ? LIAM. PLASTIC HOSE GALVANIZED WIRE OR C TWIST WIRE TO TIGHTEN 240 x 40 MM (1.5 x 1 HARDWOOD STAKES OR APPROVED STAKE MATEf ALL STAKES SHALL BE THE EDGE OF THE ROO ASSURE THAT THE BEARING SURFACE OF THE PROTECTIVE COVERING OF THE WIRE OR CABLE AGAINST THE TREE TRUNK IS A MINIMUM OF 12 MM (0.5 IN.). REMOVE ALL STAKING AS SOON AS THE TREE HAS GROWN SUFFICIENT ROOTS TO OVERCOME THE PROBLEM THAT REQUIRED THE TREE TO BE STAKED. STAKES SHALL BE REMOVED NO LATER THE END OF THE FIRST GROWING SEASON AFTER PLANTING. TREES NORMALLY DO NOT NEED TO BE STAKED AND STAKING CAN BE HARMFUL TO THE TREE. STAKING SHOULD BE DONE ONLY WITH THE APPROVAL OF THE LANDSCAPE ARCHITECT IF IT IS EXPECTED THAT THE TREE WILL NOT BE ABLE TO SUPPORT ITSELF. THE FOLLOWING ARE REASONS WHY TREES DO NOT REMAIN STRAIGHT. o TREES WITH POOR - QUALITY ROOT BALLS OR ROOT BALLS THAT HAVE BEEN CRACKED OR DAMAGED. REJECT RATHER THAN STAKE. o TREES THAT HAVE GROWN TOO CLOSE TOGETHER IN THE NURSERY, RESULTING IN WEAK TRUNKS. REJECT RATHER THAN STAKE. o PLANTING PROCEDURES THAT DO NOT ADEQUATELY TAMP SOILS AROUND THE ROOT BALL. CORRECT THE PLANTING PROCEDURE. o ROOT BALLS PLACED ON SOFT SOIL. TAMP SOILS UNDER ROOT BALL PRIOR TO PLANTING. o ROOT BALLS WITH VERY SANDY SOIL OR VERY WET CLAY SOIL. STAKING ADVISABLE. o TREES LOCATED IN A PLACE OF EXTREMELY WINDY CONDITIONS. STAKING ADVISABLE. NOTES 1. PLEASE REFER TO INTRODUCTION AND USE CRITERIA PRIOR TO USING THIS DETAIL, TREE STAKING DETAIL - TREES 75MM (3 IN.) CALIPER OR LESS GENERAL LANDSCAPING NOTES: 1. OWNERS OF PROPERTIES SHALL MAINTAIN REQUIRED LANDSCAPING IN GOOD CONDITION AND SHALL MAKE REASONADLE PROVISIONS TO PROTECT LANDSCAPED AREAS FROM DAMAGE CAUSED BY VEHICLES, PEDESTRIANS, SHOPPING CARTS, ETC. DEAD OR DYING VEGETATION SHALL BE REPLACED PER DIRECTION OF THE ADMINISTRATOR. REPLACEMENT SHRUBS SHALL BE OF A SIZE CONSISTENT WITH THAT WHICH COULD NORMALLY BE EXPECTED BASED UPON SCIENTIFIC SPECIES AND THE LENGTH OF TIME ELAPSED SINCE INITIAL INSTALLATION OF SAID REQUIRED LANDSCAPING ELEMENTS. REPLACEMENT TREES SHALL BE 1/2- CALIPER LARGER FOR EACH YEAR SINCE INITIAL INSTALLATION OF SAID REQUIRED TREES, EXCEPT THAT NO OWNER SHALL BE REQUIRED TO REPLACE ANY TREE WITH ANOTHER TREE LARGER THAN FIVE (5) INCHES IN CALIPER. 2. SPECIFIED PLANT SPECIES MAY BE SUBJECT TO SUBSTITUTION WITH THE REQUIREMENT THAT NEWLY SELECTED SPECIES PROVIDE THE SAME VISUAL EFFECT AND MEET WITH THE APPROVAL OF FREDERICK COUNTY PLANNING. 4. TREES REQUIRED ALONG PARKING PERIMETER: 1 PER 40 L.F. 2,300 L.F. OF PARKING PERIMETER = 58 TREES REQUIRED PER ORDINANCE TREES REQUIRED WITHIN PARKING AREA: 1 TREE PER 10 PARKING SPACES 295 PARKING SPACES = 30 TREES REQUIRED PER ORDINANCE TOTAL TREES REQUIRED = 88 TREES 5. INTERIOR LANDSCAPED AREA REQUIRED: 5% OF PARKING AREA 8,245 S.F. OF INTERIOR LANDSCAPING IN 110,021 S.F. OF PARKING AREA INTERIOR LANDSCAPED AREA PROVIDED: 7.5% —PROPOSED LITTLELEAF LINDEN s� =ate ff I I III III I I I I I I I III III I I I I II I II I I I I I I I II I III I I I I I @—PROPOSED , SELECT PEAR R o PROPOSED SPREADING ENGLISH YEW IK ,j PROPOED AUSTRIAN PINE -----PROPOSED DWARF ALBERTA SPRUCE Q UANTITY RLAArT NAME i(LA TIN) PLANT NAME (COMMON) SPA CING REMARKS S9 Titia coralata Little teaf .Dirtden. 3" cal. er lccrn 20 B 8c B 28 P rua ceclle crmcx Cleveland Select "Clevelara.d Select" Pear 2" cal• per plain 122 Pi?%%ta 7%lgra A%L&tria,7% Pii%e 4'--5' per ptart B 8c B 40 _ Pieea glceuca "Corricea" Dwarf Alberta Sp-ruoe per ptan, B 8c B 88 Taxus baccata (Re andans Spreadirzg Ere,g►lish Yew >5"-y�" per p1cm B d7c B Double -shredded hardwood mulch 4 "--6" dee i ***mulch each tree individual! 1**all areas that are not mulched shalt be seeded a►r sodded with seasonal turf —type grass 30 0 30 60 90 kale 1" = 30' lm:ql TRIAD ENGINEERING, INC i f� O 1 r 0 U I O O 1 0 �- ® K? O w 6 C 45 D Q U ) V) ' m rn a M A U s z W i U r. Z ? LU 01 2 I` (L Z IL ZUOu'1OWO ozzoZQ �a W WU l •za 4x�j J •J0W rn tea? UZUUJ -°o Ott,zQ �W� W 3 �pz0 LU z�' z� LU .� W U DKM D. DUNLAP III ' No. 035809 /0 3 PROFESSIONAL SEAL q a. 0 Uj .� M r Uj Drawing Number: IMF PROTECTED BY COPYRIGHT - 145-003 03/02/00 www.caddetaiis.com PROTECTED BY COPYRIGHT - 145-003 03/02/00 www.coddetaiis.com SCALES: 1" = 50' HOR l " = 5' VER .................... 1'�.4-4 ft4,z4 k4 VI phi cu fo j T4 E;D II T l PM � � d ��, rid ch) '17 ro CL 7 Z - _..._.__-..I.__..._—_ — — — — — — ----------------------- 4 - — — — — — — — — — — 4 - — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — 730 — — — — -- — — — — — r T t- - - - - - - - - - EXISTING - F�A_D, - - - - - t 720 - - - - - - - - - - - - - - - - 720 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - 4- PROPOSED DE 4- __GR 715 715 -- - - - - - - - - - L -- - - - - - - - L .ti ...... ..... ...... .... .. VON-.- - - - - - F_ F 7 10 T — — — — — — — — — — F — — — — - - SDR 1 PVC 8� — — - - — — -1_ — — — — — -- — __T ._ — — — — — — — — — — T T 705 - - - - - - - - - - - - - - - - t 705 - - - - - - - - - -- MAINTAIN MIN. -4 - — — — --- — — — — — 1 8'LEAR C E 4- — — — ____1-_....-. - - - - - - - - - - - - - - z -J 695 - - - - T — — — — — - N W i W —.-:— LU- - - U-1 C! W 00 C14 LA. 0 0 J�� 4- C,4 N CN 6 9 0 - R-1+0`f (+a-r- -- 1-?.- 1690 I I - I + +MOO TC+NLI +0- 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WATERLINE STATION 10+00 TO 15+57.47 SCALES: 1 50' H OR 1 5' VER — — — — — - — — — — — — -- — — — — — — — — — — — — — 4 - — — — — — -4 - — — — — — — — — — -- 4 - — — — — — - — — — — — — — — — — -4 — — — — — — — — — — - — — — — — 725 - - - - - - - - - -- L - - - - - - - - - - ----720 -- — — — — — — — — — — — — — -- — — — — — t t 715 - - - - - - - - - - - - - - - - 715 - - - - - - - - - - - - - - - - -4 - — — — — — — — — — — — — — — — — — — — — -- 710 [---EXISTING---- - - - - - - - - - - 710 ,.,-GRADE 705 ----T-_-_- - - - - - - - - - - - - - - - T - - - - -- 705 PROPOSED GRADE t 7 700 -- - - - - MIN. 36" -- - - - - - - - - - - 700 PROP ED --LINE- COVER' TECPH-0- . ...... ........... MAINTAI MIN. _1 _CL gel, NCE_ 695 PROPPED -GAS- r -695 -�o PROROSED 6" Z)UK I z I PVC— — — — — — — — WATEREIN-E-- z z W�-oj- T (0 _ 00 0 zi cy LO + 1`0 J* 1 1685 9+00 10+00 11+00 12+00 13+00 TRUCK FILL LATERAL STATION 10+00 TO 12+02.06 M:ql L TRIAD ENGINEERING, INC www.tr'iadenQ.com E 0 vY .0 4, OC 04 n z 0 oc 0 �2 0 4j < 00 10 0) Ill 3 2 0 -0 0 z tY Z ZS z Lu M Z LLJ _> z:l AZ I z Z- z z 9005ozo CO W LAJ F' 0- 0) z W z Oz Z 2� Q8: Jd Q :J >0 Q Wo ce () 532sj�§ o z L-Z,, z z > LAJ LU 01 I- 0 Z W,6 (D 0 U) W () z Cl W J601,TH r QDENNIE D. DUNIAP M;P' No. 035809 A It /03 IVAL PROFESSIONAL SEAL qr-- c*4 >_ (n z > Z(L W< 0:2>: LL. 0 �_ W 0 C.)z z ce tn 1 0 j IL 0 0 LLJ x LLJ a r-% %-0 =) �4 00 U F— z (n L.LJ 1 W z 01 LLJ LL. CL W W LL. Drawing Number: C--% vv:�_ FSCAIES: = 50' HQR = 5' VE R II �n „II 4 bd O p• � / /l D) k NQ 11 ,+ 1� i 77 Y / Y.�a•r/:�y 1 •••�f� �j j•.y 7 f 10 7- g.4 . r dip i \ ',\ `l \ �,'.� :%. i � , ( f •� 4'.:at ii.' J r r, y3~ '' { I �I— ——_ MH i—_!_--�� MH I�-H — —_ .I _- i� i MH MH - . - F _ -1 T" 5 T _ . I.. __ _..I. _ # 4 3 2 F _ --I _-_. _-1- _71 # 1 _._. � 730 730 r 11) 061 0)I zA1— r' Z — 4 ---- _ 4- -- --I--- cz _ - --1-- .—.I- — --- a _ _i _ _ 4 —1-- 0- _ .}- __._ _4. _ _I. _. —I—. _ 4 725 _ 4 — — 4--'--1—. —0 z � . _ _ --1-- _ .�..,._, _ o �I— � .I- � z �_ _ _ _ ._.4. _ __ � __ _ ._•..I W.. Z � � _ . _ - I ___ .__ 4 __ __ � _.._ I._.. — 4 � �i� _ z 725 co Xz I L _ _!_. _ _ L { _ l _ _1_ _ _.� . _ 1 L _ _I l_ _ I_ .__ _a _ _._ w_ I I� __Ir_ L —L �? 720 I° z z= 720 � _..._ T __,. __!._ ._... _ .._ f ._ _._.I _...I_._ _I_. .I _!.._. _. _!_. _ _ _ _ _ _) _ PR0�2�E,� _ _ R DE _!_ _.._ __J.\' �- _ �� i EXISTING _.I__ I. I I� _T _1 _"GRAI�E� _ _ _ _ 715 rt 715 I L_ 4__ —I-----I-_— —I- —I_.___.I__ _ __I___.___I._ 710 _ _ I _ _ .I._ T — 710 _ _ _ j__ _ _ � � `' _ __I_ _ .L _ —I _w p -1— _._. _ _ L _ __i_ I _ 1- ,�-!__ L �._ .I_ 705 ! 1 1 3 1 I '°� 8 705 __T___. _.._...I__ ____..�._ _ —F —+ _{—_ — CJD _r _ — _ 4— ---- T — .� _ _ ..�...._. _I_ _..-. T_ _ _ ..� _ _I_ _._._ _I. __ _ ---I_ �._. �o—�__—I_ _.._ _..I_ � ._._. ____I_____� __ _.. _ _I__ _��_ �.__ 700 I A � 700 I i_ _ - __ — � _ IS��B _ I< _ ___ I__ _ ...� +59. 5 _ _. RELGCATE I 695 ...� _ T. -4 -1--_ -�-- 695 .I.__ _ __ _ _ _ �. __ 00 _ .fi._ Z _ 690 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SANITARY SEWER - STATION 10+00 TO 14+66*92 SCALES: 1" = 50' HOR 1 " w 5' VE R I i I f I y •.a r _ tz °° r / © r ,! � �2x, r a j III ��..� � --.. _�-. ....._ _._._ __..., ' \, ✓' ♦. ! � �:. 1. • i __ i710 _ EXISTING GRADE- 4-_ _. __._ __ _. _ __ `. _.._..__ __-_ _._ ._- ---- - PROPOSED GRADE MAINTAIN 18"j CLEARANCE MAINTAIN MIN. 18" CLEARA(�CE DIP CL 52; W L MJ W/ MEGALUGS _._ Ix 7)90 IX Lo �-li�o ;..__ .. { o --- _- _- — - - -- - - - `_ — -- -- - co - - cq . cri -Z I -- 0 - + ___ _ . .-_ ._ + � i + vn + 9+00 10+00 11+00 12+00 EXIST. 12" WATERLINE RELOCATION NOTE: CONTRACTOR SHALL COORDINATE TEMPORARY WATER SERVICE DISCONNECTION WITH FCSA. RELOCATION SHALL OCCUR BETWEEN THE HOURS OF 11PM AND 6AM. ML:11 i) TRIAD ENGINEERING. INC www.triadena.com u ca Q O Q z O v p Q I U = C 0' V)i 4) c a O o 0 (1 V) 30*1 0 M m 0 V p U • U , Z � D U z U Q • jy i'�i Y. Z z� Qwz m� Q az�j01 i� _ W �z z°} o o W Y0,a� WZWV� �o z p� •Z- � o J 0 -1 0 Lu -d Z� >ZUVpj$ �W U_ 0 W°�� 'ZT>Ixrn ZU�UWI: Z 3� aUz0 LIJ L•j•� W U = 0 0 • i Q a N Aj'�Lv op r L� �& �. D4-A U DENNIE D. DUNLAP III No. 035809 `�IONAL PROFESSIONAL SEAL v-•- N a> cn UJ U� �.J F--OH JdW� ,d U Z W a D Z�M 1 O a- U .J ).. 0w wwa V) cis wz Lj Z ��� 0. Li. W x dmwm LL. Drawing Number: C-8 / MEN � \ \ i \ to 00 tc) --M- STORM SEWER FES #4 TO STR #10 10 GRADE PROPOSED STORM SEWER STR #7 TO STR #1 1 V— SCALES: 1 50' HOR 1 5' VER -M pl— imam FES — — — — STR S STR #3 1--' I-#13 #1 -T T -T #15 73 C I 72 n O 06 04 4 — + 1-4---l- 0-1c cl, 7Pc 7P5 __i_--1--1_— --�__ 1.QI ® ��T Z'n —I- J- a L I C) —I— L A L —I— Z Z 7PC 720 F T-0S6 7 T- 71- -,—I— 715 71 C EISTINQ 710 _RADE- -I— d L —A 7 ff� 705 1 PROPOtED '—�5,43J 18' I RETAININO WALL APE @�,83% 1 —1 (RY-CFTREEVS)- T- -T - - T- -F —F -T -F -T T- —F 70C 70n f; 9 —I— — 4 — — 9 C-5 _ __I _ _ l __ �_______I __ I__. I _ __�____I__� __ __,_ -4 — — � ___.__ __.� __{__ _ -i L —1— L d L --L f; 9 9+00 10+00 11+00 12+00 13+00 14+00 STORM SEWER FES #3TOSTR #15 SCALE 1" = 50' H O R 1 " = 5' VER S r13_ STR #16 'T F 7 F -1 T T- "II �_T__�_ - — r- _ I� _ __C _ 73 A +._ _� __ _Q.� _� _ �_ _ �I__-�_ + W imp r- + — -- 7 Pt✓ k- - --4 - 4- - - - 7P5 _J L L -J L J 1 L I I L 7Pd L —.j 7PA I 'T F— T f— T T F- 7 T F T -1 T T F 71 F 715 -1 t It ISED t A — — 4- — — -4- 1- — 71 f 710 -L L J- L -J L -J I L L-111''. ............ L ---. L 70c 15- F— � P -E -HD L@050T. I 7n5 T f— T F T T. F --1 F T T F- 7 T F --r F 7 F -1 T T F 7nr 700 (,C)q c) r) 9 0 9+00 10+00 11+00 12+00 13+00 L A STORM SEWER STR #13 TO STR #16 ML:ql TRIAD ENGINEERING, INC WWWA60 emcom 3- 0 a E E 0 c U. I-T O 0 0 z 3: 0 Q) 0 M 0) 0 0 d- (n A, 2� 0 M c 0 M c Q) -Y 0 cc) c Z W z 3: V) 5; M Uj 2 P iL Z j z -J:) 0 (0 LLJ z M z d E co E 00 Z 0 < L j.j 0' z F. Mo a- ) z 'c'l 0 Z ;e � z 0 �i 'd V:) Z -j 0 0'4 50 6p it z CO) Z LZU < LLJ 2 Z' z 3: LU ozz aWZUNm (? 00 t 0 U) �W 0 (q . 01 z z 0 0) TH UDENNIE D. DUNLAP 01" No. 035809 ;z A q /" :3 L PROFESSIONAL SEAL V� C**4 ZQ > LLB < ZCL j 0:2>. �—z Q U LLJ 0 t-j n 10 V) Ca W 0:3Y :2 Z 0c.) W < 3r-v)iE 0 LLJ W F— Z LLJ JdM V) .< La. (L LAJ cya iz Drawing Number: c-10 SCALES: 1" = 50' HOR 1 " = 5' VER I/ \ ST zzz S 3 Zzz 16 1\ 1-N f ZV w_2 STR STR.__,___I__STR F - -I - I �rs-]TR STR 1 1 1 #3 T F-'— 7— —I- -T T - - -U*) — F— —I--ri-0 71 — -T — — —I— — tq -r 1 " -I U--) --I-- -T r- UjI 6 Uil T- L6 4 — �4- -f 41-- — — 4 — — --I-- 'Alp — 4 — --I -42ffy — --._I--.--_{..._ — M 0 101 LO K) La 4- 71 C 9 naI . n I I CY) 1*1-11 0 M n I 1- V- cn -.. L- 1 0 � 71 n 4- —1— r- ZI-0 -T cr), 0(01 KZ8 i- IF Pr) n ic 0 D Q, , a t) M Q. rL r-- 21 z - 11 - -- - L- — — — 4:i Piz z -4--j-- --do- --�->- - Z 0 #r 7 0 L 7n5 EXSTING ADIE--i G -T -Ppcypos —I— — -T — — —I— — -! TORR 7 -T —F —,F 7 0 C, -T 7nn t — 4 — — 4- — —I— — 1 4 —1 45.0 LF 151 8.22E -0 -5m- — — —r �_ {_ _ypp_ES�O_150� _I__ 1 _L_____ __L _I__ { _A� __1__ _ __f_ -i L �PPE @10.00Lj 50% 1— 1 1 I ARCH I I F) 9 0 6" CbNC.--4 -T 1(4,5' 1EACH I I I XR�H -T —ID-1-REtfib-N) F -T T 4-.-5'-9C-H —I—_-T 1- —1— —'-T T- REJCMN) -T -T T- T- —I— —I—_-T T- C, I t 4 — — I I I CD 4- — — W 00 00- im 00- co -4 (0 1 >�iq Ui 1 LAJ PIE 75) 9+00 10+00 11+00 12+00 13+00 14+00 15+00 STORM SEWER EW-2 #1 TO STR #5 SCALES: 1 50' HOR 1 5' VER 11 T FES STR I -I — — T- # 1 T #6 T 7Pf 7 r — — — 4 — — 4- — —1— 4- TI 4 4- — -cz 4 —1— -4 71 715 4-- -1 L 71 710 -T T- — —I— — -T Z.0 17 -4 — 4- — FXISTWG — GMDEn — — 4 7f)n _I LPROPqSED L -t L IF — I -T T- -T T —I— -T —F -T T- r-9 f T- -T I —i— -T T- 1 9 0 50.00LF 15" f UPE -6 f.-OW,' 4 — 4-- — ---I— — 4- — 4 — — — 4 — — ---4--- 4- —1-- — — L -1 —L -1 Iqn 9+00 10+00 11+00 12+00 L A STORM SEWER FES #1 TO STR #6 SCALES: 1 = 50 1 5' VER 6 vo? - - - FES T- - - 'STR —'-T — T- #2 T---( #12 7 — T- -T TF 725 725 0 to 720 1 4 4- 1 1 04K 1720 1.-_L 715 T- 71 EXITINGT P— — - —F -T T- GRADE T- 710 T- 710 —I— — 4 — — __ __4__ 7051 —I— — 4 — — 705 L I L OSEPL _PRO 17 700 00 -T T T- F-- -F -T T -T 695 1---695 -+dk -0 tza 690-- —1-- — -4 — — 4- — — 1 690 1685 1 9+00 10+00 11+00--j STORM SEWER FES #2TOSTR #12 TRIAD ENGINEERING. INC wwwtrioden q.com 11117 E (0) E E o C 0 0 0 c 0 0 z �:: 0 T V) 0) 0 o O V 76 U 0- V) r c C-)DENNIE D. DUNIAP M:P' No. 035809 t A,7' L PROFESSIONAL SEAL Z < > < ZCL 0 "�. 2 >- Lj 0 Q UZ n La a. 0 LLJ Q=)Y M Z ,L) C.) W < Fx 0 W o Z LLJ C�6 M V) LL. a. LLJ M LA. Drawing Number: C-1 1 STANDARD j ° vac" ;see note) %elect backfill note) general backfill general backfill CONCRETE ARCH ielect backfill note) 2 O.D. form board }- 6' minimum* machine excavation limit ram' trench bottoms gal & boxeee ` °` 8 boxa undisturbed earth - � stone bedding TEE, WYE, OR PLUG TYPICAL SECTION In lieu of wood forming the fitting may be wrapped with *ryde,notes hand excavation oolvethylene, and the concrete poured to completely surround 'D' - 17' min. for 10' and smaller pipe tthhee fitting and against undisturbed soil. The bearing dimensions •p• a 18^min, for 12'thru 2lY pipe agalnot undisturbed eoll shall remain as shown. sea Chart below for A, B, C dimensions. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS Pipe Die. Plugs, Wyes & Teas 11 1 /4° and 2210 Bends 46' and 90° Bends A B C A B G0-AlB C 8' 114Y U-9' 1'-�0]" 0'-W 0'-9' 0'-9" 0'-W 1'-9'8' 1'-3' 0-9' 1'-3" 0'-9" 0'-W U-9" 0'4? 2'-T 10' 1'-8' Y-W 1'-6' 1'-W U-9' 1'•3'0'•9" 2'-6'10 1'-9' 1'-0' 2' 8 1' 3' 1'-01 1' 1'-V 3'-0' 14, 7.0' 1'-0' 3'-0" 1'-3' 1'-0" 1'-6" 1'-0` 4'-0'182-31-014'-T V-V 1' 0 2'-0' 1'-0' 4'-6' 18' 7 6' 1' 3"1'-e 1'-X 2'-0' 3'-0' 11-3" 4'-W 20' 7-9' V-6' 1' 9" 11-8' 2'-W V-3' W -8" 11 1/4° THRU 90° BENDS ' select backfiU ee note) ' 2�t` select backfill (see note) :, ' y, gaiv.0 rods over fittings and 17L21 'r ; s• embedded in concrete thrust blocks. O.D.B"7/2 ROD SIZE NO. ROos EMBED nrr12' 0.D.Fn-nNC;W & LESS 6 2 30'� 14'- 20' 8 2 36' :2 � Concrete 'td ~ \ ~ 8' concrete concrete "�'�•'H� Fitting of thrust b VERTICAL BENDS size 11-t 4° 22-1 shone bedding 6' _ - 1.3 CONCRETE CRADLE CONCRETE ENCASEMENT 8' 1.1 2.3 10, 1.8 3.7 THRUST BLOCKS FOR VERTICAL 12" 1.2 2.6 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 NOTE: To be compacted to 96% of ASTM D698 maximum density. AS FOR HORIZONTAL BENDS, IV 0.9 2.2 5.1 - 18' 1.4 3.2 6.3 - 20' 22 4.5 7.8 - TRENCH & BEDDING CONCRETE THRUST BLOCKING Figure 1 Figure 2 trench width as required 6" dia. schedule 40 steel pipe filled with concrete 3, and painted yellow T `. f° 2' Y fi` . lhr;•. 18' dla ° concrete concrete ti thrust block BOLLARD DETAIL direction of setting to be approved prior to Installation as required concrete pad 1'-6' sq. x 6" deep 2" min. - 6' max. 4' storie''� i screw type adjustable stone I stone to be minimum valve box of 6' above top of base I v s• o locator marker stone rnogalugsN J`>\\\l Tg °°;%° °°•�8$ �k« a ^8=�'�°,r %e ° £°%=fgE;°p<�.,g5� .a rr •h� �:4 si„ t �, •r tge$ ° g'° am - a rt.Ft. ?g%%$a,��t sa a• r°a°s%a°a s• 3 $"a•4 :•':i:. •.: e • '. � gg" e y}S.p °�° °^a�°°;.;r ° � !ct"t pa %fit°°. a.r. €-s`s $1°a lYt / /3'l / l r° /' >/ mechanical ioir� '''... ,ga;`aaz°°°: 7`°°°�°°g°°f z•°° a swivel tee with :_ ..;, <°„ `%g•.°,° s�$%aa„{ $a%s e�B So°$,t%3�$g°a ` M. , :� .• ✓ °r o .•A°>;s; Y;S;° g.°�e�t� 8' branch .` p %°M;$- %r FIRE HYDRANT ASSEMBLY Figure 9 existingUna new manhole b 35 ft. base section existing line r.. �t mot. ..� ..'y-. .': ...: �,w� •.. ..JL T . Y •�. i 1 r ' r,,,.•.�`•� n. ` ;,ra: _zt•: a, ...`,ram .a.:.i w .+'•c repair coupling 6' stone bedding section of line to be removed CUT IN NEW MANHOLE ON EXISTING LINE Figure 14 top of manhole at grade in pavement area, sir Mess otherwise directed 1 (top shall be set 24' min. above grade in easement areas) square skid pad 6' thick- concrete ASTMC-150 4000 psi 12 or 16' (typ.) joints are to be sealed with '0' ring gasket _ wrap around heat shrinkable sheet [WrapidSeal by CANUSAI 4 bolts (3/4' dia.) adjustment rings (11' max.) + e. i pioneer 301 mastic applied between Joints and on y d exterior side of joints - 4'•tY' I.D. pipe to manhole connection to be :.. d by flexible sleeve Invert channel to provide a Smooth transfUon In to out, for all connections 2'-0' Max, 3'-0' 4' min. a :, rout bottom of manhole g l to form channel 1 ": :`, ' 4 r ^ ;. �` >` y ` 0/2 estop of bencth-wall same elev. as 8' bedding stone ^`' "•°' "' NOTES; 1. Manhole sections shall have an external coating of approved biturnastic water proofing prior to installation. 2. If adjustment elevation exceeds two Inches use concrete adjustment rings with a exterior coating of bttumasdc water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (6 ft. or less) Installations. STANDARD MANHOLE Figure 12 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'41,r or 3/4' 18 in. Dia. Non -Traffic M32G-PW Traffic A32RH - T 1' 24 in. Dia Non -Traffic MG-30 (Frame) WITH RML•1-T (fop Lid) Traffic MC-30 (Frame) WITH RML-12-T (fop Ud) varies as required corporation i stop 3'stow bedding surrounding box 1)• 36' min. f ( 6' min. type K copper tubing, continuous without joints from main to meter . main METER SETTING PARTS line size meter size yoke angle yoke ball valve angle check valve expansion wheel 1' 5/8'x3/4' Y502 BA94-224W HHCA91.323-TV ,& C84-34 EC-23 1" 3/4' Y503 BA91-=W & C8434 HHCA91.323-TV & C84-34 EC•23 1' 1' Y504 BA94.444W HHICA94-444-7V EG4 treated 2'x 4' with top 6' painted blue meter cover set 2' above fin gradsng prior tosoddi. it matar €by F.G.SA materox box angle check valve pg with anb:tl I valve n valve 2 ft. W stone bedding INSTALLATION NOTES: 1. Outer edge of outlet Side of the water meter box assembly shall be a maximum of three feet from center line of water main or three feet beyond edge of sidewalk (or property line). 2. Exact location of meter box assembly to be approved prior to Installation. 3. Water service crossing street shall be encased in 3' dia. SCH40 PVC or 8DR2 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. 5/8"x3/4", 3/4" & 1' METER INSTALLATION Figure 5 Revised May 02 SDR 35 spigot SUR 35 spigot by R v by gasketed SDR 21 gasketed 3 bail 45° bend bell adapter b (see note) 2' Minimum ti SDR 21 gasketed SDR 35 8"x4" pipe and fittings gasketed bell wye SCH 40 (see note) solvent weld cap weldc property line r 18, location marker i 36, min, cover °O 0 0 0 0 000 0 0 O° aao°coo°opo°a°o°o°Oo�oyOO000 °o°opoogoov000000000°oo a°o o _ a �y treated 2'x 4' with top 6' painted green 4' pipe at 2.00% minimum grade Note: if top of train Is n greater than 15 ft deep use heavy wall SDR 35 ^} ° concrete cradle if top ° of main is greater ' than 16 deep d . - GRAVITY SEWER SERVICE LATERAL Figure 15 concrete pad 1'-W sq. x W deep 4' stonesa' screw type adjustable valve box 36" min. location marker stone valve megalugged megaiugs to main -megalug i'7 ar;% ' 4' •iti°i_ 'g Yi. a , •1% •g � ,E�B °�� Ybi g .. ^_ -, • : 'Srt• 'rt t • °��_ °` ',"r 2• thrust block 18' to 24' 8"x ON 18' solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure a VA deanout pipe SDR 35 gasketed bell Wye sanitary (ass note), sewer main SDR 21- cast iron deanout cap with brass plug having a countersunk square head Panelia Model PA4SV-CSK (41 Panella Model PASSV-CSK (6-) square concrete skid pad 20'x 20'x 12' deep 4" stone -SDR 21 SDR 35 spigot by - SDR 21 gasketed bell adapter SDR 35 spigot by gasketed bell 46* bend (see note) '- - 6' stone bedding NOTE :1.Where length of service lateral to exceeds 75' a deanout assembly shall be furnished at the property line. 2. If top of sewer main is greater than 16, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 17 m:JJA L TRIAD ENGINEERING, INC W W W Aricden .com 7--c-7:3- r C E c E u E E U 0 0 U U � V U u act Q rn rn c O O O Ro c`3 cg rii u T��i vv�c 42 ` U c c v 2 o a > % q c a? T-- M 0 q N I p 13.1 U do I a U c p in I U Z O ' O 4- O c ci v v 0 ° U -i to m v U Q ha U J Z W D U liftLU . > 01.. pj� r Z a> �Z 'M z Q� m� �.._ sz th ag az�50� ZU0f�0rr U1-Z ()ZZ a1z200 W Q Z �0 05 _Js.Z° 4i�� J °.IOW �.. d m >U' QI-p< UzVU..I>o �•or LLJW 'ZZjr>LLJ (lm Z U z i < U) F- N zz "JWZ fro W a '0 0 =o v~i Z ( ' z UJ 3 _J44�:111 O� �'Irl ;& 'D. QLI NNIEi D. DUNI fP V' ,r� No. 035809 Y/o3�f11V ®NAL E PROFESSIONAL SEAL z� V ) J �> w Lid V L LJ V/ U Z 0 V) fl.f.. JL'LJW �•yW 1.4... �LLJ 4tfl.r, 'shhsriru L. Drawing Number: C�12 CG-12A 0 7' WHERE STD. CC-3 OR r� CG-7 IS USED. 8'-0" 4'-0' OR CG—C'62 ®6" 12:1 MAX. 48:1 MAX. 20: 8' a • 3 , SECTION A -A A .5 DOWELS, B" LONG 10 12" C— PERMISSIBLE —0" MIN. 3 — - 5•-0- MIN. SLOPE 10:1 CONSTRUCTION JOINT MIN. PERMISSIBLE MAXIMUM CONSTRUCTION JOINT B �z B SECTION B—B 6" 0• o• �•�• LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT A TANGENT PLAN PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. CRAMw,vx -as"g. I I TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK —� NOTES a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. —, CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) +-!ITH SLIP RESISTANT INTEGRAL DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. Sys SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL WITHIN CROSSWALK BE CLASS A-4. (WITH BUFFER STRIP) REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID —DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1 1/2 ". CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE —IN —PLACE. CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION, CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES DIAGONAL VARIATION EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT I'"EMENT. PERPENDICULAR CURB RAMP SPECIFICATION REFERENCE EV.7/D, (ACCESS FOR MOBILITY IMPAIRMENTS) 105 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION 6 U2 CG-6 ,I' I 2" Radius ATM ►�: •: 'e,�e .a 1• a 6• 'see. •e:e. s�s. 'e..A 'A'" .,A :,A., 'e �e. •'e •'e. � e•'e. • a:e. e:e. e:e. ZIR The bottom of the This area may curb and gutter may be concrete at be constructed the option of parallel to the slope the contractor. Note: Comb. curb & of sub- surface gutter having a radius courses provided a of 300 ft. or less (along minimum depth of 7" This curb is to be used when face of curb) shall be paid is maintained. design speed is 40 MPH or less for as radial combination on rural highways and 45 MPH curb & gutter. or less in developed urban and suburban areas. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000 PSI if precast. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT of TRANSPORTATION Concrete to be Class A3 if cost in place, 4000 PSI if precast. I I 2" Radius ..e •e Surface . ,e i = ° Bose e:e. � Subbase CG-2 This item may be precast or cast in place. Note: Curb having a radius of 300 ft. or less (along face of curb) will be paid for as radial N 2• Radius curb. N This curb is to be used when design speed is 40 The depth of curb may be reduced as much as • MPH or less on rural 3" (15" depth) or increased as much as 3" • Base highways and 45 MPH or (21" depth) in order that the bottom of curb less in developed urban will coincide with the to of a course of the p and suburban areas, pavement substructure. Otherwise the depth is I to be 18" as shown. No adjustment in the 1 " price bid is to be made for a decrease or an ACCEPTABLE ALTERNATE increase in the depth. IF CURB IS EXTRUDED STANDARD 6" CURB VIRGINIA DEPARTMENT Of TRANSPORTATION o (Radius to be as m ++Street approach same surfacing as mainline shown on plans) I v I A roadway cn St'd CG-12 I /\` Rurial �odmgb�n tron 4 Sidewalk h 6, Optional Flow Lin Expansion Joint —� `— D o A c� I _ ^ Note: Width "B" 2'-0"or as Mainline roadway shown on typical section. PLAN VIEW (Radius to be as 2` shown on plans) I� B Z_ Class A3 6 e. N. p, °, C• �� (H.E.S.) d .. t . 6" Concrete - Expansion Joint 10° Parabolic Curve D Edge of Shoulder 8 % Max. �`-_�___ ® --" or Optional Flow Lin Slope Chang = D Mainline Roadway- 8 % Max. D Slope Change _ 5' Min. SECTION A — A Guidelines for Grade Change D Entrance Volume Desirable Maximum High (more than 1500 VPD) 0 % 3 % Medium (500-1500 VPD) S3 % 6 % Low (less than 500 VPD) <_6 % 8 % SECTION C-C ® Construct Grade changes with a parabolic curve. ® When the entrance radii cannot accommodate the turning requirements of anticipated heavy truck traffic, the depth for sidewalk & curb romps within the limits of the radii should be increased to 7'. When St'd. CG-11 is used for entrances built in conjunction with VDOT projects, please note the following: �C Mainline pavement shall be constructed to the R/W line (except any subgrade stabilization required for mainline pavement which can be omitted in the entrance.) ® Rad;oi r:!:; combination curb and gutter shall not be constructed beyond the R/W line except for replacement purposes. When used in conjunction with Standard CG-3 or CG-7, the curb face on this Standard is to be adjusted to match the mountable curb configuration. See Standard CG-12 for Curb Romp design to be used with this Standard. �G Plans ore to indicate when construction Of o flow line is required to provide positive drainage accross the entrance. Optional fiaw:ine may require warping of a portion of gutter to preclude ponding of water. SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 602 AND COMMERCIAL ENTRANCES — VIRGINIA DEPARTMENT OF TRANSPORTATION — 203.04 REMOVE EXIST. ASPHALT PAVEMENT (SAW CUT) NEW PAVEMENT 24" MIN. -III TACK COAT / r EXISTING PAVEMENT PRIME BASE COURSE COAT SUB GRADE INTERFACE NEW PAVEMENT WITH EXISTING PAVEMENT TYPICAL SECTION NOT TO SCALE 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A //////////////////////: ;• ti yt•�e11� )4• ••� 114 f �s.��l)�•iXri. � I�r 1•r r, I . � Isr'.f jr•tr.A )1•��'1I `� Y 1 t M- _11'.•i 1t4.w •� 1.5" HOT ASPHALTIC CONCRETE SURFACE SM-12.5A 4000 PSI CONCRETE @28 DAYS f -MAX. SLUMP OF 4" 4-6% A.E. -BROOM FINISH W/W.W.F. 5.0' d- 4" VDOT #21-B AGGREGATE COMPACTED TO 95% OF \ STANDARD PROCTOR DENSITY SUBGRADE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY CONCRETE SIDEWALK DETAIL NOT TO SCALE \\ `-WWF 6x6 - W5.5 x W5.5 SUBGRADE �8" PORTLAND CEMENT CONCRETE PAVEMENT r CRUSHED AGGREGATE VDOT #21-B PROVIDE HEAVY DUTY, REINFORCED CONCRETE TRUCK PAVING PER ACI 201, 316, 318, 325 AND 504 WHERE SHOWN ON THE DRAWINGS AS FOLLOWS: 8" THICK, 28 DAY COMPRESSIVE STRENGTH 4,000 psi CONCRETE (3" +/- 1" SLUNAP, 4% - 6% A.E.), WITH 5/8 " DOWEL BASKETS Hi CONTROL JOINTS ON 20' CENTERS BOTH WAYS, REINFORCED WITH WWF, AT LEAST 6" OF VDOT #21-B AGGREGATE COMPACTED TO MIN. 95% STANDARD PRO CTO,; (AST,M D698). CONSTRUCTION JOINTS WILL BE FORMED AND DRILLED FOR 18"x .5/8 " DIA. DOWELS AT 12" ON CENTER. FILL ALL JOINTS. HEAVY DUTY CONCRETE PAVEMENT SECTION NOT TO SCALE HANDICAP USE SIGN (2) COATS 4" WIDE PAIP STRIPING TRAFFIC LINE WHITE, TYP. ALL H.C. STALLS TO BE SINGLE STRIPED. TYP. IT C14 EE PLAN 8' HANDICAPPED PARKING STALLS NOT TO SCALE DUMPSTER PAD DETAIL NOT TO SCALE 4" CONCRETE SIDEWALK, 4,000 P.S.I., 28-DAY COMPRESSIVE STRENGTH (4" MAX. SLUMP, 4%-6% A.E.) 6" EXPANSION 4.5' VDOT JOINT 1.5" CG-6 1.5" ,25" PER 1' r".r . REVERSED GUTTER PAN TO ?�,� : , MATCH PAVEMENT SLOPE - WHERE SHOWN \ 6" X 6" W.W.M. 4" VDOT #21-B AGGREGATE COMPACTED TO 95% OF STANDARD PROCTOR DENSITY SIDEWALK DETAIL ALONG CURB & GUTTER NOT TO SCALE PROVIDE PAINTED SYMBOL IN ALL "ini "ED PARKING STALLS ON SITE PLAN, PAINT D" BLUE FIELD ND WITH 3" WHITE R AS REQUIRED BY CODE. )E PAINT STRIPE, IC LINE WHITE HANDICAPPED USE SYMBOL NOT TO SCALE 4" VDOT 21-8�I 2' AGGREGATE C BUILDING FACE OR LANDSCAPED AREA 3000 PSI CONCRETE AT 28 DAY BREAK WITH A SLUMP OF 3" AND 4-6% AE. PAVED FLUME DETAIL NOT TO SCALE NOTE: SIGN TO BE PER LOCAL HANDICAPPED REQUIREMENTS. VERIFY WITH CITY SIZE & SHAPE 0 ra 12" MIN. WHITE LETTERS & SYMBOL ---ON BLUE BACKGROUND METAL SIGN, BOLT TO n PIPE COLUMN PARKING ONLY AN ACCESSIBLE — TO BE DISPLAYED AT SPACES NOTED ON THE SITE PLAN. 3" DIA. PIPE COL. W/ (2) COATS ENAMEL (WHITE) EMBED. 18" INTO CONC. GRADE _ e 8" DIA. X 24" DEEP CONC. FOOTING PROVIDE SIGN ® ALL HANDICAPPED PARKING STALLS INDICATED ON SITE PLAN AND FURTHER AS REQUIRED BY A.D.A. ACCESSIBILITY GUIDELINES FOUND IN APPENDIX A OF PART 36 FOR THE STANDARDS FOR ACCESSIBLE DESIGN PUBLISHED BY THE DEPARTMENT OF JUSTICE. (1991) HANDICAPPED USE SIGN NOT TO SCALE ML :11 TRIAD ENGINEERING, INC www.triaden ,co w N °3 u 3 M i LLJ 1 o a I O 1 U C p (N i a:• U O Z O `- 0 C N .n 6 U � (n .o o 'v 0 3 at I— 0] O U p U V , Z W U w FW- . > V Z <wZ =� � p�� d m W �"Z 0) ZOZ4 a o_ W W = <2( 0 •Z� z = J • J _0 W U?UUJ>°o �../ i0" •Z��UW� Z Z W 3� ©0 Wo (��� Ui • Z } 3 W 1.1.E • F— �,L OF ;A_� UDKM D. DURR 0:0 No. 035809 A It /0 3 �� ON.AL E PROFESSIONAL SEAL N ZQ V I Q> J '� a- ., Z �-- 0 H— — W L)z O 0 ® nY � )u JVI� Z V / ��® ® w LLJ O Z Ld Drawing Number: C-13 EROSION CONTROL NOTES TEMPORARY SEEDING 1. THE CONTRACTOR SHALL ARRANGE FOR A PRE -CONSTRUCTION CONFERENCE WITH THE PLANTING DATES: SPECIES APPROPRIATE EROSION AND SEDIMENT CONTROL DIRECTOR 48 HOURS PRIOR TO BEGINNING WORK. 2. ALL EROSION CONTROL DEVICES AS SHOWN OR AS REQUIRED ARE TO BE CONSTRUCTED SEPT. 1 - FEB. 15 ANNUAL RYEGRASS (LOLIUM MULTI-FLORUM) TO STANDARDS AND SPECIFICATIONS OF VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (LATEST EDITION) AND ARE TO BE IN PLACE PRIOR TO ALL CONSTRUCTION. 3. THIS PLAN IS NOT COMPLETE WITHOUT THE APPROVED NARRATIVE. FEB. 16 -APR. 30 4. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN AND AS NECESSARY AND SHALL BE CHECKED AFTER EVERY RAINFALL. MAY 1 - AUG. 31 SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS, 5. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON ARE TO BE FERTILIZED, SEEDED, AND MULCHED BY THE CONTRACTOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS. (LATEST EDITION). 6. WHEN THE CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE EQUAL TO THAT OF ORIGINAL APPLICATION, 7. ALL DRAIN INLETS SHALL BE PROTECTED FROM SILTATION, INEFFECTIVE PROTECTION DEVICES SHALL BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF CLEANING. 8. GRADE AREAS ADJACENT TO BUILDING TO ACHIEVE DRAINAGE AWAY FROM THE STRUCTURE AND TO PREVENT PONDING IN SWALES. 9. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS, PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 10. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. 11. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND - DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 12. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 13. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL USED FOR BACK FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION. E. RESTABILIZATION SHALL BE ACCOMPANIED IN ACCORDANCE WITH THESE REGULATIONS. F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH. 14. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 15. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. 16. ALL DISTURBED AREAS NOT PAVED OR BUILT UPON SHALL BE TOP SEEDED, MULCHED AND FERTILIZED. PERFORM PERMANENT TOP SOILING, SEEDING, LANDSCAPING, FERTILIZING, AND MULCHING AS SOON AFTER FINISH GRADING AS POSSIBLE. SEEDING SHALL COMPLY WITH THE FOLLOWING: A. TOPSOIL - 4 INCH MINIMUM FOR PERMANENT TURF B. FERTILIZER - 450 POUNDS PER ACRES OF 10-20-10 FERTILIZE OR EQUIVALENT POUNDAGE OF DIFFERENT ANALYSIS. WORK INTO SOIL PRIOR TO SEEDING. C. LIME (PERMANENT SEEDING) - AGRICULTURAL LIME SPREAD AT RATE OF 2 TONS/ACRE. WORK INTO SOIL PRIOR TO SEEDING. D. MULCH - CHOPPED STRAW AT RATE OF 2 TONE PER ACRE AND TACKED IN PLACE. HYDRO -MULCH AT RATE OF 30 BALES PER ACRE. CEREAL (WINTER) RYE (SECALE CEREALE) ANNUAL RYEGRASS (LULIUM MULTI-FLORUM) GERMAN MILLET (SETARIA ITALICA) RATE IN LBS. PER ACRE 50 -100 Ibs. / acre 50% 50% 60 - 100lbs. / acre 100% 50lbs. / acre 100% PERMANENT SEEDING MINIMUM CARE LAWN (COMMERCIAL OR RESIDENTIAL) 200-250 Ibs. / acre KENTUCKY 31 OR TURF -TYPE TALL FESCUE 90-100% IMPROVED PERENNIAL RYEGRASS 0-10% KENTUCKY BLUEGRASS 0-10% HIGH -MAINTENANCE LAWN 125 Ibs. / acre MINIMUM OF THREE (3) MAXIMUM OF FIVE (5) VARIETIES OF BLUEGRASS FROM APPROVED LIST FOR USE IN VIRGINIA GENERAL SLOPE (3:1 OR LESS) 150 Ibs. / acre KENTUCKY 31 FESCUE 85% RED TOP GRASS 3% SEASONAL NURSE CROP** 12% GENERAL SLOPE (STEEPER THAN 3:1) 150 Ibs. / acre KENTUCKY 31 FESCUE 70% RED TOP GRASS 3% SEASONAL NURSE CROP** 13% CROWNVETCH**** 14% ** SEASONAL NURSE CROP TO BE SELECTED ACCORDING TO TIME OF YEAR WHEN SOWING WILL OCCUR. SEED WILL HAVE SHORT GERMINATION PERIOD FOR WEED AND EROSION CONTROL. **** WEEPING LOVEGRASS MAY ALSO BE INCLUDED IN ANY SLOPE OR LOW -MAINTENANCE MIXTURE DURING WARMER SEEDING PERIODS. ADD 10 - 20lbs. / acre IN MIXES. DUST CONTROL MEASURES THE CONTRACTOR SHALL USE SPRAY - ON ADHESIVES IN ADDITION TO THE OTHER STABILIZATION METHODS AS SPECIFIED ON THESE PLANS. TO CONTROL DUST DURING CONSTRUCTION THE FOLLOWING SPECIFICATIONS SHALL BE USED WHEN FOUND NECESSARY: (CHOOSE 1 METHOD) ADHESIVE EMULSION WATER DILUTION NOZZLE TYPE APPLICATION RATE (GAL. / AC.) ANIONIC ASPHALT 7;1 COARSE 1200 LATEX 12.5:1 FINE 235 RESIN -IN --WATER 4:1 FINE 300 END -SECTION 12-- 60' PIPE ALTERNATE END -SECTION 12'- 60' PIPE ES-1 Hub ere on suet md-..ctlar Hun aid On outlet «,a- o" m Spigot era an Nset end-ooaorr SAd ad an Net ena-.wotlorw X X X X E E Concrete to be 40DO PSI Win. Concrete to be 4000 PSI Min. PLAN PLAN I,, 3011 redo MWOMnnt _L 'LZ � F- iL D (� E �l f- D I f E SECTION X-X END VIEW SECTION X-X END VIEW END -SECTION DIMENSIONS DWI. A 8 C 0 E 12' a 2'-0- 2'-0' 4'-0' 2'-0' 15' ti 2'-3- 1'-9- 4'-0' 2'-8' 18' 9' 2'-3- 1'-9' 4'-0' 3'4' 24' 9 1/2 ' 3'-T 2'-e 6'-1' 4'-0- 30' 1'-0' 4'-C V-7 3/4 -1 3/4 5'-0- 36" 1'-Y 5'-3' 2'- 10 3/4 8'-1 3/4 ' 6'-0' 42' 1'-9- 5'-3' 2'-i 1' 8'-2' 6'-6. 48' 2'4' 6'-0- 2'-2. 8'-2' Y-O- 54' 2'-3' 5'-5' 2'-9 1/4 ' B -2 1 4 7'-6' 60 2'-11' 5'-o' 3'-3' '-3' 8'-0- Muir �-iaE€il��fi �i� �iili[,�®mom■ !E����Fi6D��VQiI C NOTE Pipe Iergh skv on pions an based on End-:,ediai deign slam on eft. ff the contractor sects ..> , to use its Affinate design shom on the right, Ierot rig be reduced by the dilterawe in dmerron b'. SLOPE DETAIL FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS VIRGINIA DEPARTMENT or TRANSPORTATION ,STONE CONSTRUCTION EN�'RANCE' 70' MIN, EXISTING A 3' PAVEMENT 5:1 FILTER CLOTH 8" MIN. q i;;IJNTABLE BERM (OPTIONAL) SIDE ELEVATION GROUND 70' MIN. B WASHRACK 10MIN, [�COPTIONAL) _ II��• ]r fir• •j���{��jr•1#i /;���i e 11._II W11 II1,9780013 11 H O!.]"���Y�i.Y�`vYwSr�..Y��Y��Y��.S •Y FILTER CLOTH REINFORCE➢ CONCRETE SECTION A -A SECTION B-B DRAIN SPACE SOURCE: ADAPTED from 1983 Mgyland Standards for Soil erosion and Sediment Control, and Va. DSWC .PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT .REA WITH NO DEFINED HANNEL L a 0% d T SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER ado (MIN.) 'IPE OUTLET TO 'WELL )EFINED CHANNEL ii� W� �6 SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOW31ENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.16-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC TEMPORARY DIVERSION DIKE Compacted Soil 18" min. -Flow I' 4.5' min. SOURCE: VA. DSWC PLATE 3,09-1 BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER WIRE SCREEN GRAVEL* FILTER WIRE SCREEN FILTERED WATER OVERFLOW - -"-✓ RUNOFF WATER WITH SEDIMENT DROP INLET WITH GATE 7 SEDIMENT . . SPECIFIC APPLICATION -iIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE �:EAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW i APACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * CRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. Plate 3.18-1 SOURCE: VA. DSWC 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 LINE OF POSTS. r FLOW III II, 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. G 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. G FLOW EX EN51ON OF FABRIC AND WIRE INTO THE TRENCH, FILTER FABRIC -11111 WIRE ( i Plate 3,02-1 SOURCE: Adapted from Installation of Stray and Fabric Filter Barriers for Sediment Control, Shenrood k Xyant ML:111& TRIAD ENGINEERING, INC. www.triaden .corn O O O o(0) E F E E U U U r V � *: 0 cm O 0 o c O 8 8 69 Y _ U. a c u O_ c O 4 O e S > C 0 O x mot - N M i 3 0 cV a O o o I V) c o I U O o= o Z c v o v o o v 7 2 o v a c c o O, M 0 U p � U • Z W �... F U F. > to Zd> 0ZD K-, Q W m W2�-a.Zv) 5 3 a (L Z,:) O i c�z?-<05000 WWooW Z�NzZ 0zUW Z M(; sz- xw •JOWQ_ M >0-� Q z Z2U>Qz o° w� Z U0ULU - U W �� a000 =o U) ZO Z Q a 7 ci PLATE. 3.07-3 L� JRA VEL CURB INLET SEDIMENT FIL TER �1 GRAVEL FILTER RUNOFF WATER III SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. a GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. PLATE. 3.05-1 SOURCE: VA. DSWC PLATE 3.07-E 0tv, op P�,&e, UNLAP D. D DFaNN)E III No. 036809 A�#� 01VAL E PROFESSIONAL SEAL N z 0- © W J OZ _ VI U Z W ® W �W�/W Z W W I,i LLLJ Ire Drawing Number: C-14