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Home My WebLink About57-06 Fredericktowne Crossing - Commercial - Opequon - Backfile (2)C3 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no wayrelieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation VDOT and Frederick Count prior to construction in existing State right-of-way.V3. (VDOT) Y P gg 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is PP P g required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held g with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P Y P P g Psole (VDOTVDOT to determine if and where guard rail and of paved ditches will be needed. The develo er will be ) g / P ,� P responsible for providingguardrail and paved ditches as determined by this joint inspection. Refer to Virginia Department of Transportation VDOT Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. P 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. VD0T GENERAL NOTES V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia the Virginia Erosion and Department of Transportation (VDOT) Road and Bridge Specifications and Standards, g Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of awo discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health V2. All con p y P P Y Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. When working within VDOT right-of-way,all traffic control, whether permanent or temporary, shall be in P P Y� accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic' signal nal poles, unction boxes, controllers, etc., owned b VDOT or private public utility companies. It is the g P 1 Y P / P Y P responsibility of the developer to locate and identify utility facilities or items that may be in conflict P Y P Y Y Y with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from` this responsibility. P Y V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for an work within VDOT right-of-wa P YY V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. LEGEND EXISTING INTERMEDIATE CONTOUR - - - - --------�-- - - -- , R---------------- � EXISTING INDEX CONTOUR -- 330 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT EX F/P --- -- -- --- - PROPOSED EDGE OF PAVEMENT PROP E/P EXISTING CURB AND GUTTER_� X C;&G _ -v --,. - _j� PROPOSED CURB AND GUTTER PROP C&G CG-6 CG-6R TRANSITION FROM CG-6 TO CG-6R 0 EXISTING TELEPHONE LINE __ - - _,_ ___ __ _ __ __ - -._ T - T - T PROPOSED TELEPHONE LINE T EXISTING STORM SEWER EX. 15' RCP r PROP. 15 RCP PROPOSED STORM SEWER4?�T�I EXISTING SANITARY SEWER - ®S b- - -- - S -- - - - --;� - --- -� PROPOSED SANITARY SEWER S EXISTING ELECTRIC SERVICE - -E-----E-_--... E._-- PROPOSED ELECTRIC SERVICE E VICINITY MAP SCALE: 1 �� = 2000 ' 0 Z W W Z CQ W o LO CO COt `� I 0 0 c\ a . Co Ln an •� o I W, Z x c�\t `� W ° d �. paw c °� 1-4 >~ � F w �• ` �, jir` �` �� z`(`� ` \/ `� > '" � . C �r� <. =� ��' �`_-� ' ;� °;`�i _ �`. /1;� ` - / � %�� y�; �LO,,.wj v� « 4 E�F� T C `� a a , M i �,� Z ., / `_ �< r sr/. �o _? ;-, �" '�. +o ..y =�%: % % t _;� :; �� ,' '� /\ %1 MPS ` -�- 7�� `✓� l l �_1' �� u ' L._ '� j `z r� <r� �1_r� ,J F �/ rf �� - �� _% t ;/>��_ /; �� /, r / /// �/ /�/. T_-!� . • 11�1, j •.i� % -_� / \ ' - r l' :�:, 1 '✓��?:•_l/ '_ r'v'`�C �yh i , / = "� j % T % i/ �'�� I ;�_ i :� ; z,. / / / ! % `�`I / e -/ ` / / / ' \ �`� ` SHEET INDEX COVER SHEET 1 EROSION & SEDIMENT CONTROL NARRATIVE & COMPUTATIONS 2 EROSION & SEDIMENT CONTROL PHASE I 3 EROSION & SEDIMENT CONTROL PHASE II 4 GRADING PLAN 5 SITE PLAN 6 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the EXISTING GAS LINE --- - G - -- --- -- �,, -- - -- - G - -- - PROPOSED GAS LINE G PROPERTY LINE FLOW LINE FENCELINE ' X -- X -- _-- ^� o N y w � 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. EXISTING POWER POLE EXISTING TELEPHONE PEDESTAL r_� , , EXISTING WATERLINE W/ TEE ~- -�°!- -- - - ./-- ---- ;!- - -- PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE _ `.W- - - va�� UTILITY PROFILES 7 LANDSCAPE PLAN 8 DETAILS 9 DETAILS 10 Z O (z] 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. PROPOSED WATER METER PROPOSED REDUCER W W� 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. STOP SIGN pARIQNG INDICATOR INDICATES THE NUMBER OF TYPICAL PARIQNG SPACES 12 HANDICAP PAREING W 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Public Works Department prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y q project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event ravesites are discovered during construction, the owner. and g g engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined b method ' A" per standard P Y Y � P proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it shot ld supersede the requirements in this note. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick Count appear below. These numbers shall also be used to serve in an emer enc condition. Y PP emergency 24. All utilities to be located underground. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bride Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless g P r P Y specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as P / specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within an dedicated street right-of-way P Y g Y must be provided to the local VDOT Resident Office prior to acceptance of the work. Unit and total rites P Y P P P may be obscured. V19. A re ate base and subbase materials shall be laced on sub ride b means of a mechanical spreader. Aggregate P g Y P Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking P P Y P g stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S 101 SANITARY MANHOLE IDENTIFIER 12 O STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE - ---- -_v CENTERLINE - EXISTING SPOT ELEVATION X 735.4 `< PROPOSED SPOT ELEVATION X 35-, EXISTING TREE LINE -�-"�' Q THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION H OF Ilf �l O U TUNG NIKI ADHIKUSUMA "d No. 026715 A- 1 �'�' �' bw IDNAL _ PROJECT INFORIMIA TION - PARCEL IDENTIFICATION NO., 86-((A))-10 ALL SIGNS SHALL CONFORM TO SECTION 165--30 OF THE FREDERICK COUNTY h.' STREET ADDRESS: DOUBLE CHURCH ROAD SUBDIVISION AND ZONING PROJECT ARE ^,: ORDINANCES 19.74 AC Q. DISTURBED Al�E�'i: 2.09 AC ALL BUILDING HEIGHTS SHALL ^' CONFORM TO SECTION 165-83 t CURRENT ZONING: B2 :, �--� OF THE FREDERICK COUNTY sJ ::: CURRENT USE: ,4 VACANT SUBDIVISION AND ZONING - Q PROPOSED USE n� I RETAIL ORDINANCES ; SETBACKS: PROVIDED REQUIRED INDIVIDUAL SIGNAGE MUST BE FRONT ' 35 35 WALL MOUNTED. INDIVIDUAL �:; �, REAR NA NA FREESTANDING SIGNS ARE NOT ``'� Q�, SIDE 50 50 PERMITTED. V � , MAXIMUM HEIGHT: 35 RETAIL 22 ) OUTDOOR LIGHTING SHALL BE SHEILDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES co 0 (1' SURVEY AND TOPOGRAPHIC INFORIYIA TION FCSA CONSTRUCTION NOTES 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: XX/XX/XX 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 20 (Year) 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitarysewer portion of these plans are valid for two ears from date of FCSA approval. p p y pp 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering assistant. g• g- 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. b) An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. P YP The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three 3 ears from the date of the a roval letter. PP P P• () Y PP VV23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified Y V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. 3. Aerial topographic mapping performed by: - _ Dated: F.A.R. CALCULATIONS LOT 86=((A)) -10 = 859.874.40 S.F. TOTAL = 859,874.40 S.F. TOT. PROP BUILDING AREA = 7,800 S.F TOT. EX. BUILDING AREA = 80,100 S.F PROP. BUILDING /LOT AREA. = 0.1022 < 1.0 (*) PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT APPLICATION. PARKING REQUIRED PROVIDED 4,200 SF RETAIL/RESTURANT 3,100 SF 44 44 1,200 SF 6 6 10,800 SF BANK 7,200 BANK AREA 29 40 3,600 STORAGE 0 0 U] W Q W � 0 [� w � x Z C) U� W Z ® W 0 _J > ® W W Q IX W Q' W In cc LL 0 #'NERS CERTIFICATE The foregoing Site Plan of the land of g g Property Owner is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPRO VAL FIRE MARSHALL'S NOTE FRED RICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Project Name: "D ED ER I CKT 0 Wl V E C.R 0 S SING RETAIL 1 U 0 T 1 A l L l� EL Project Number: 40 21- P 1 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD e) The Authority will install all sewer laterals. ' 814 SPECIALTY RETAIL 40.58 41 41 Magisterial District: Date of Plan: (Month, Day, Year) 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 912 934 DRIVE-IN BANK FAST FOOD W/ DRIVE THRU 340.92 676.72 341 677 341 677 OPEQUON JULY 2006 ' 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a * TA EN FROM ITE TRIP GENERATIO1 7TH EDITION DATE: JULY, 2006 Owner: Address, Including Zip Code & Telephone No. 1000 N. FRONT STREET SUITE 500 UTILITY fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read STEPHENS CITY GF,. LLC WORMLEYSBURG, PA 17043 remotes are required. CONTACTS 1-(717)731-0700 SCALE: NO SCALE Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O. Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 868-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Developer: P SAME AS ABOVE Address, Including Zip Code & Telephone No. DESIGNED BY: JSM FILE N0. 4021-P1 HANDICAPPED PARKING NOTE Engineer Certifying Plan: GREENWAY ENGINEERING Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE WINCHESTER, VA 22602 (540) 662-4185 SHEET 1 OF 10 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 06-56 L�J �i' 3��, 2) 43) Lr} if Q r_1 In N 0 0 (D N rn CD 6 J t r) c1 Q Z w N 0 di U) a aJ P fu a O .6 a CZ' i CD z W Z z LU in v a� E 0 U a. x 12 ru LL N O aJ O MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITH THE VSECH FOR 4VAC50-3040 MINIMUM STANDARDS: 1. 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 SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANTFOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING PROTECTION AN MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY P D PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROMTHE PROJECT SITE. 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT COVER IS ACHIEVED IS UNIFORM MATURE ENOUGH TO SURVIVE AND VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL AGROUND , WILL INHIBIT EROSION. 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO "TRAP SEDIT,IENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS 5. STABILIZATION MEASURES , DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 268 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER T14AN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 268 CUBIC YARDS PER ACRE, OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTFI CONDITION OF THOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT WILL MINIMIZE EROSION, SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED. 10. ALL STORM SEWER INLETS THATARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISETREATF.D TO REMOVE SEDIMENT. 11, BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE, OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL. BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 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. /I r I r / FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC (AND WIRE INTO THE TRENCH. FILTER FABRIC "I IIII�=- SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 Sherrood h Tyant BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER fI ' mr1inwiniv Juuu AEI] GRAVEL* FILTER WIRE SCREEN r FILTERED WATER • • M • �i •41► -ermrit - La \-DROP INLET WITH GATE 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. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC 12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED PRECAUTIONS SHALL BET TAK EN N CO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL. SILALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAYBE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. 13. WHEN ALIVE WATERCOURSE MUSTBE CI OSSED BY CONSTRU TION VEHICLES MORE ' C I L 1 } IAN'IWICIi IN ANY SIX-MON'17i PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SFIAI..L BE PROVIDED. 14. ALI. APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SI IALL BE MET'. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN'n1E WATIiRCOURSr.. IS COMPLETED. 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDCTON TOOTHIiR APPLICABLE CRITERIA: A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAYBE OPENED AT ONETIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. C. EFFLUENT FROM DF.WATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMEN"TTRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. D. MATERIAL. USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, IROVISIONSSFIALLBEMADL:TOMINIMIZ.GTIIET'RANSPORTOF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT T14E END OF EACH DAY. SEDIMENT S HALL BE REMOVED FROM 771E ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SH ALL BE ALLOWED ONLY AFTER SEDIMENT 1S REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL. AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL, MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AITL•R III] - TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OF THE LOUDOUN COUNTY INSPECTOR. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL. AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF 1-1 IF, STAHi. GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER 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. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION FLOW Ag 2.5' �VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED PLATE. 3.07-3 1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC STONE CONSTRUCTION ENTRANCE 70' MIN •r•r•r.•r•r•r�r..r.r•r�r.r.r�r�r�r�r•r•r•r.�z�r.! • o � � �r• �rir�r�r�i�r�r�r�t�r•�t� EXISTING L MOT /I COURSE AGGREGATE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERA77ON RF7 POSMVE DRAINAGE TO SEDIMENT B TRAPPING DEVICE 5LU I TUN A -A SECTION B-B EXISTING - PAVEMENT MOUNTABLE BERM (oanoNAL) 10' MIN, EXISTING PAVEMENT �0MIN. PLATE. 3.08-1 SOURCE ADAPTED from 198J Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plote J02-1 Erosion &_ Sediment Control Phase I Narrative PROJECT DESCRIPTO FREDERICKTOWNE CROSSING IS LOCATED ON THE NORTH SIDE OF FAIRFAX PIKE ROUTE 277 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE OPEQUON MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBER 86-(A)-10, AND CURRENTLY ZONED GENERAL BUSINESS (132). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR PHASE I EROSION & SEDIMENT CONTROL MEASURES. EXISTING SITE CONDITIONS THE SITE HAS BEEN CLEARED AND ROUGH GRADED PER A PREVIOUS APPROVED SITE PLAN DATED JUNE 2005. ADJACENT PROPERTY THE SUBJECT PROPERTY IS BORDERED ON THE EAST SIDE BY THE NOTTOWAY TOWNHOUSE SUBDIVISION, AND ON THE WEST SIDE BY THE PINES TOWNHOUSE SUBDIVISION. TO THE SOUTH THE PROPERTY IS BORDERED BY DOUBLE CHURCH ROAD RT# 641 AND FAIRFAX PIKE RT. 277, AND TO THE NORTH BY SINGLE FAMILY HOMES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I: ALL PHASE 1 MEASURESBE_INSTALLED PRIOR TO CLEARING AND GRUBBING THE SITE 1. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. 2. INLET PROTECTION (3.07), SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUN-OFF BEFORE IT ENTERS THE EXISTING STORM SEWER. 3. CULVERT INLI;T PROTECTION (3.08) SHALL BE INSTAOLED AS SHOWN ON THE PLANS. PHASE II 1. ONCE AREAS ARE BROUGHT TO FINAL GRADE, CHECK THE MEASURES TO ENSURE THEY ARE WORKING PROPERLY, MAINTAIN CHECK DAMS WITHIN EXISTING SWALES WHERE NOT REMOVED BY GRADING. INSTALL ALL STORM SEWERS AS SPECIFIED IN THE PLAN TO MAINTAIN WATER OUTFALL INTO THE SEDIMENT BASIN AND PROVIDE THE NECESSARY INLET AND OUTLET PROTECTION. 4. INSTALL SANITARY AND WATER LINES WHERE SPECIFIED AND PROVIDE WHATEVER ADDITIONAL EROSION PROTECTION DEVICES AS OUTLINED IN THE PLAN OR AS REQUESTED BY THE COUNTY INSPECTOR. 5. PERFORM FINAL GRADING AND STABILIZATION OPERATIONS. 6. MAINTAIN PERIMETER CONTROLS UNTIL UPSTREAM AREAS ARE FULLY STABILIZED, INSPECTED AND RELEASED BY THE COUNTY INSPECTOR. 7. UPON SUCCESSFUL COMPLETION OF VEGETATIVE GROWTH AND FOLLOWING INSPECTION AND RELEASE BY THE COUNTY INSPECTOR, CAREFULLY REMOVE AND DISPOSE OF PERIMETER CONTROLS. SHOULD ADDITIONAL GRADING BE REQUIRED TO RESPREAD TEMPORARY DIVERSION DIKES AND BASIN EMBANKMENTS, THEN THE CONTRACTOR SHALL PROVIDE ADDITIONAL SEDIMENT TRAPPING MEASURES, RESPREAD AND RESEED IMMEDIATELY, UNDER THE SUPERVISION OF THE COUNTY INSPECTOR. 8. ONCE ALL DENUDED AREAS ARE PROPERLY GRADED, STABILIZED, AND RELEASED BY THE COUNTY INSPECTOR, REMAINING EROSION CONTROL MEASURES MAY BE REMOVED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMIMEDIATELY AFTER GRADING. ALL EARTH BERMES, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELIECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. NOTES: I. ALL TEMPORARY CONTROLS ARE TOE BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED: TRAPPED SEDIMENT SHALL BE REMOVED AND STABILIZED. 2. ALL DAMS, DIKES, AND DIVERSIONS ARE TO BE STABILIZED IMMEDIATELY AFTE CONSTRUCTION. 3. ALL VECzETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 4. ANC" SEDIMENT FROM THIS SITE ON PUBLIC OR PRIVATE ROADWAYS SHALL BE CLEANED IMMEDIATELY. MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS 0 RESP NSIBLE FOR KEEPING EXISTING PUBLIC 0 R ADS IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. A S PHASES OF LAND DISTURBANCE __CTIVITIE. 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT 0 C NTROL DEVICES ONLY SEDIMENT I PHASE I ( N BASIN, SEDIMENT TRAPS, DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE IT DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABALIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES. SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRICULT RAL GRADE LIMESTONE SHALL BE INCORPORATED I 0 INTO SOIL (TOP 4-6 INC HES) AT A RATE OF 90 LBS. PER 1000 S.F. 2 TONS PER T ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. RESPONSIBLE LAID DISTURBER NAME: CERTIFICATION #: DATE: THE Rl"I]SPONSIBLE LAND DISTURBER ' PARTY RESPONSIBLE FOR 1S TIIu CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET NORTH IN TILL PLANS. ER0510N/5ED IMENT CONTi;,10L LEGEND NO. KEY SYM50L DESGRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 05F SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.06 GIP CULVERT INLET PROTECTION 3.013 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 Wp RW�D TEMPORARY RIGHT OF WAY DIVERSION 3.12 00V10 DIVERSION 3.13 ST -►- TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD --' --' ROCK CHECK DAMS 3.33 SO SO SODDING 3.38 TP 0-0-0 TREE PROTECTION LGG LIMITS OF CLEARING GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START I W I W z W 0 912 N' G C I a) 1 4 M .� � 00 Q co Lo 4D C~ 3: F, I- - r-4 4) Z"y 't� � x { Lid CQ W >-,0) >~ b 0 W q 0 0 a� a� rl lr, Lo t t` I N O N W U) w I opt, O UO TUNG NAAD60SUMA No.02671.5 tol 4 /0r `SI09AL DATE: JULIY, 2006 SCALE: NP SCALE i' DESIGNED BY: JSM FILE NO. 4021-P1 1 SHEET 2 OF 10 06-56 0 0 N r r� 0 U 0 0) W W A, U J ......... d011 ois dOiS Is \ldW d0lS M Lc 5 �.:. \ \ � h � 0 ILL U; d z", ols 'll (L \j ZL121 I z </��}OJT I", 00fGI ---------- U) 'an -LO-1 0 CA 42" Ub N-12 P S ont 1.01 Nx \ ` '\ / lZ4 I ( I �1't' ` I �- .. .:�i..\ / I� f 1 (Jl 101 1 I�� s I �,' W ezi 1.0-1 LW C, 0 co 14 cll W r q- j�� /W EX. 20',5AN 5ELVESf�T. 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NEW \' � \\ `�� `� } � I � /� � ° / 68 70 P , � 63 • - 63 { � i w,,,( , r-'-f �\ f-_"'" 1 r ,� . � �# � I ,�� , � cS�' DO NOT I METER., 6p 40 ENTER SIGN I LOADING: AREA 68EP�`�- i / \� \ \�, \ �� \\� \ / / / (� _ �✓ NOSE ` is Q Z �' 6 --- --------- ----------RB T / 6920 n0' DRIVE TFIRU LANE bl r 6 I �iC(/\ \ �\ / ✓ EP 00, STAKING-MLSTAN , �'t" J• Q 6 ►- 1 I 4 1 1.'' </ry/ /�'p 4,��\`-+�� ,�� FA �`. \\\ ,:''! % �� 2" DOM SERVICE Q(o EP p �a. I 1 1 S // �'.3 W 1 f' v r c� is �Piq , F� � \ �' 4 IN IN � 3 • ., \ -�,.<' �� ,/� �' 6i 1111 � c&i \�•�\ , - �Q� N? b—'—r-`.. 68 `� ,�l II ; r :. 1 / tLt ? 1 G\ 4�\ \`'�`'�\ \� -�`=��~ ��'• '�!t� `"~ �''�`'� �% 69 0 .� ,I. 4" rt� a' zEMAI INCs� 8" lll/11,A/ND r �� ljcC \�•w �.:,.� ..� „� \ \�4 .� /S('' ".I d✓ EP 1-- �f� T 1,�33r;� i 12+00 � 69 .-, I z ,� �\> 0 1 E SAN TAI$Y SEWER TO Wen p r 1 E REL�CA I EU OR 1 q*3 ''(D ��j �y: I;�►E' : ' . ' : ' . ' ` ANDOf�iED IN PLACE 1 Sr,�\\�\ ,\ \� �� \ j ` 6/7 \ �1 _ (pg �� oP y .:. .:. cE ` I N j Cu N SE 'cwNITI� lip `� \ r`:TL: l:.�t+i� . INS '� � t R CxHT -1 \ � r SIGN Z�� „ -o 10 E::'� � ( TKING6. .. DISTANCE 68P IGN l Y I EP INV_'w 1 1 EP \ \� :; \�. \ \ / <, u, \ SIAMEASENXMkTER: N��` 12]ANK co,NEr, ITN �ma '1`6m; � 10 7,2 OS.F.(TWO LEVEL) rc i 'P$ _ EP a', �? '- 0 3 60 S.F. BF (S� ORAGE) 1 91 robs ` \ ew \ 1 r \ /� a �, �0 1 GRIN ER PUMP REqUIRED 69 E (BY OTHERS) \ •� , �, r \ ,•, r _ \ \ FF- 117m.50 5F- 160:5 1 ice, 1�J vj � �\� \ � 0' �•�,, „ � � / � Q� 9\ � '---__-_- -_``� 1 -r C,O 15 • 50 • fog-Tc_ _, �,✓ \\ a lit 68 �., .� 1-1 �tlks Z�18/�kb�EP � � � F4�= s a 'y °�� '/ m' �E c� 6R _ �,/� - rr `�Gy ✓' --'",, ,.--- -> I I 1 1 \ \ \h' esrrrP 5' 9EP `-9. �f>O 0 ® .fig. ` �., � °' � , % '. • ; / J. `�` \� -�-�i w � T 69 E0 (Loa Em IL yZ /g�Q \ I�%, \ Tc000 E' Z } N w Im , / LU <~.- gGli NJ- w Fz o �� \� Ir 0 ff Wt IL CD UJ ion / � Pt210 J � 0 oc W W Lu o Ln CD CQ N co a' � � U W >,W W � W I 0 't � U a Lo nA Lo _� W &0) N 0 wm O H E-+ OP r U y TUNG NIKI ADHIKUSUMA No. 026715 SIGNAL z 0) C0 O E-, V U) Q N a Z a " O WO U z O E-+ U O �D w W O W cc LL DATE: JULY, 2006 SCALE: 1" = 30' DESIGNED BY: JSM FILE NO. 4021—P1 SHEET 5 OF 10 06-56 r L -Q 0 U O 0) C .5 w cu a) LJ - -- - --- `•S STOP TAP ZI i ;li + W -_ III: v� y�, I I ( ff I � FT - 1 I ! 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IN \ � �' • /� ,Y YEILD r-�.�bai0 I �r - __ "�T 24 _ �/ S a---''`----'".-----" � . .l. � � _ \ - - - Ill METE 1 DO NOT ENTER SIGN 1 10LuDRIVETHRU 4-T ---------------- - RB Y771 LANE cn z 00, STAKI ` "1NCs DISTANCE 1 23.Ile045, 0 w , a t�A \\` \\` /\ :%' \`L 4 --" / ✓ /Q�i 2" DOM SERVICE ------ 3 ---�\ r..• � I \ q5 N W LINE _ .; r o:^ �I` \I II 1 / / X W r.� H 0 Ul • REMAI Ii 8" W/M,'AND W W —r— W W ss F+f= F� t W 12+00 8 W/1 1 sDR 21 II i ;` E N ANI,TA R TO C ,.\� QS :1, ,. \\ 3\ \ - ' �-- J / / \ > ; Q';� ►3 90 �iwr._ euF " �S' S �'I E RELOCATED OR j KINCs a� I vI ANDOtJED IN PLACE I U TUNG NIKI ADHIKUSUMA 4 'x34' : cE OP —\ Nf, sE �atiN Q I LANE :2; : .' N RICs{iT `� V: CuR T ITION l INCs ��, DtST NGE SIGN 11L \ Q v. STOP r� '`' I. \� � a � ` : ::: 3 -o ` � � ' W� q�- 1 (- j I� I<: I\ \ \ �O No. 026715 ® ssI4NAL ,�Cs v�• V +� TL'L'ANE z W �W SIGN (Yf J' � �j v�' GE / .;is = i , �� Q cc� �AN_ u SIAMEASE°x�d" M�TER \ \ 12 �< \ �4 11 CONNECTION p p 7,206S.F.(TWO LEVEL) 3,60 S.F. BF (STORAGE) GRIN ER PUMP REQUIRED (BY OTHERS)\ N \„ �> ��\ FF- 110.50 BF- -160:5� ` - ^, COVERED PORC •,- i 0 \ s � � � 4 1 CD .. ', / * O� � � ''.._.� ?t •� \1 �� - .�s 'tip' � �� 8 � �.'S. � ,r ' 4 l � '��'\ W \� \ yP• i _I IAO- F-1 /TILLI X �Q � V //rL'`? \ \ \�\� LLI I --I \'� \ n �' •,,`' \'�� \� \ \ KJ � / CAW ` 1 f'"`.•v/ r� / ! ..," \ � `: q i\� c sr, , o' \ �\ C� �R • Z� �- I D. E- ,fie-�li q _ ,%C � \? �� e \ PYLON,' ( ©gay -i L •� ,c� 1.. \ i �� \ ' ,�ary�_- ...;y/'_ r' /.U� !n -v �r"i / �a ,� �" �Jt�r,,G=� \ -"�` �•� y ` I-- 04 U1 NI —,, O�L� :•�/ce''GC'��v�y�� `�\ La 101 ' �' W '"� � .r` � N � _o35 �l-�'.:; .- ,�. � o��--�;ao�G • �o� Ul _.' - � 2 5� ;I �Rt30 LL 15 DATE: JULY, 2006 0 30 SCALE: 1" = 30' y SCALE: 1 == 30' DESIGNED BY: JSM FILE N0. 4021-P1 SHEET 6 OF 10 06-56 0 IN i 0 U �� 5-K W m W V, 1E 185 STORM SEWER COMPUTATIONS Line ID Linel-ength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc (ft) (ac) (ac) (C) (min) (min) STR 1-2 63.36 0 0 0 0 0 0 2.8 STR 2-3 88 0 0 0 0 0 0 2.3 STR 3-4 134.74 0 0 0 0 0 0 0 STR 1-5 54.83 0 0 0 0 0 0 1.1 STR 5-6 194.64 0 0 0 0 0 0 0 STR-EX.25-7 46.2 0 0 0 0 0 0 0 INLET COMPUTATIONS- CID6 vl� INLET NUMBER 4 LENGTH 0.0 STATION DI-1 _ a - - - --- - --- _ - TOTAL PEAK DISCHARGE - 1.22 (cfs) IL �� - 0-O di ,. XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX u O = I f DEPTH OF WATER (ft)= 0.16 PERIMETER OF GRATE (ft)= 6.40 AREA (sq ft)= 2.00 I o i i INLET NUMBER 3 LENGTH 0.0 STATION DI-1 --- - -- TOTAL PEAK DISCHARGE = 1.65 (cfs) XX=XXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (ft)= 0.25 PERIMETER OF GRATE 4.50 AREA ft)= 1.16 3f (ft)= (sq 9 a ! I 1 INLET NUMBER 2 LENGTH 6.0 STATION DI-3B TOTAL PEAK DISCHARGE = 0.73 (cfs) -- 110 GUTTER SLOPE = 0.0117 FT/FT PAVEMENT CROSS SLOPE = 0.0177 FT/FT SPREAD AT A SLOPE OF (ft./ft.) AND 0.53 (cfs) IS 2.32 (ft.) 1 . ' PRO GRADE g 1 EX. GRADE m .012 CURB INLET IN A SUMP , C OF I . TM 5EW ! i (2 OFi 1 STM SEW P EFFEC. LENGTH (ft) = 9.60 H (ft) = 0.450 DEPTH OF WATER (ft) = 0.10 SPREAD = 5.81 (ft) 165 - -165 ; INLET NUMBER 5 LENGTH 0.0 STATION DI-1 TOTAL PEAK DISCHARGE = 0.82 (cfs) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL s 1 1 1 1- I DEPTH OF WATER (ft)= 0.15 PERIMETER OF GRATE (ft)= 4.50 AREA (sq -IO EX 9: . 88'-l5" ADSI � 1 r, it;" ADS N-12 0.5 ! INLET NUMBER 6 LENGTH 0.0 STATION DI-1 _ . 160 a .. N-12 0.5 o 9 N 12 0.509) 1 ; 1(00 TOTAL PEAK DISCHARGE = 3.73 (cfs) ; _._ ._.________.._ ____.__ .___.__._ ._ ._..... ______ _____ __ : _-____.__ XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX ( DEPTH OF WATER (ft)= 0.42 PERIMETER OF GRATE (ft)= 4.50 AREA (sq ft)= 1.16 1 INLET NUMBER 7 LENGTH 12.0 STATION DI-313 TOTAL PEAK DISCHARGE = 1.90 cfs GUTTER SLOPE = 0.0312 FT/FT PAVEMENT CROSS SLOPE = 0.0230 FT/FT SPREAD AT A SLOPE OF .031 (ft./ft.) AND 0.95 (cfs) IS 2.53 (ft.) I _ ! XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX I P EFFEC. LENGTH (ft) 15.60 H (ft) 0.458 ... N..Ln _- DEPTH OF WATER ft = 0.14 SPREAD ft = 6.13 ( ) ( ) 150 145 1E 115 110 165 155 150 145 10+00 10+50 11 +00 5TM STR EX, 25-1 35 1! 185 115 11 115 110 11 110 165 II 165 MMIEWIR 155 11 155 15011 150 145 11 145 145 10+00 10 +50 11 +00 11 +50 12 +00 12 +50 5TM STR 1-6 185 115 110 1(05 155 150 145 Rnfallnt TotalRunoff AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevLlp Inv ElevDn HGLUp I-IGLDn Grnd/RimUp Grnd/RimDn (in/hr) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft) 0 0 0.73 4.33 7.92 4 18 0.57 762.11 761.75 762.91 762.75 767.23 767.58 0 0 2.38 3.6 4.57 3.5 15 0.5 762.65 762.21 763.54 763.31 766.4 767.23 0 0 1.22 1.22 4.59 2.07 15 0.5 763.43 762.75 763.9 763.7 766.1 766.4 0 0 0.82 4.55 6,47 4.71 15 1 762.55 762 763.4 763 767.9 767.58 0 0 3.73 3.73 6.16 3.86 15 0.91 764.42 762.65 765.19 764.01 767.5 767.9 0 0 1.9 1.9 4.56 2.05 15 0.5 763.11 762.88 763.91 763.88 768,43 767..73 185 i85 185 185 (" W/M TCO PIPE NY` ANT I ;DR ! 1 T ` NOR N E,45T GORIER OF 180 BANK BLDG I 1 I _ REIMAINI'NC PORTION OF LINE L 1 I F TO BE >4r50NDONED IN PUCE 1 1 PER FC�A REQUIREMENTS. 115 )115 115 i 1_.115 PROP. CrtRADE 1 I � q OF W PROP. GRADE e 110 110 1=X; GRADE �► OF W/M1 110 __-----_ - -. - OF I lU/M EX. GRADE. { ae• nIN coven - - - T 165 g $ _ 1165 165 j I 1165 $ t 1 i 8" W/M 6DR 2 PVC ) I E - I I r 1(o0 d (0W/M srR 21 PVC 160 160 _ _ _ 160 _ __-_.-R-.-.. 1 w 1 1 1 I I f a � 1 q _ 155 1155 155 w .. Q X - zzff- z I 150 O ! O Q I , 150 150 i X X I Q ( 150 -__z___..._�_� F-____.___ , .._ ! Z_._.... _.k._ __ _..... w _._ ._� _. _.� C __._,_ __.,._._ .. i p z_ u CN Q ! 3 xCN 145 145 145 _a) _`+�:...____. ___ _ ._:_.J �..:___._ �:__�.___ t `+ 4. :��M�:.. _145 9+50 10+00 10+50 11 +00 9 +50 10+00 10+50 11 +00 11460 12400 12 +50 13 +00 EX. , I 180 r _ .. 1 � PROP. IRADE _ 110 .. X: GRADE 110 __ _ 165 i -I 1 9340'-6 1,8 R 35 1(00 SDR 35 _ N.W. 3309b AX-(o" 2.08Y, I I c I I 155 r y Q� 150 1 !X Ln sQ►n i co-Q, (L Ln cn O �rO�� r, ( o o_ ,r Z cq Z -O Lf) u z Z n - - 0 � m . 0 1451 �zz�zzzzz I l '145 1 9 +50 10 400 10 +50 11400 11 +50 12400 12 +5 0 REMAINING PORTION OF LINE TO BE ABONDONED IN PLACE PER FC5A REQUIREMENT5. C3� l) T\q-22 � 0 1.59ia 50' -101, PYG 0 1.59% PRE[DRlC<T0WNE CROSSING OUT PARCEL ROOF Drain 5cherna t c; NT5 a z W Lu z z Wo ,n w C\2 ab -t >~ Zcd a c\2 ac)° CO `n to cio I rn � �7 x `n � Wa) W a Lo to LO id E- FX .-1 n v r-: a) w zn r/ 0 H ri �o �f� U TUNG NM ADIIIKUSUMA9 No. 026715 to� 6� sIONAL -L C z CD co O E--i v c aW0 -j Q � I o o � Oa E W , to Q W W 0 W LL DATE: JULY, 2006 SCALE: H: 1';==50' V. 1' == 5 DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 7 OF 10 06-56 H r� u r �T J Cciki 20' 54N 5E_U-I_5r1 r. T'I__ ll -NI... _ -_. fp -I 6SIGN (TT ) \/� Zv 10i o; �(//J� t a• _. 5' PRO -�S)�"'_ ILI i. ry�s i {I „ i,I ` �• ' ' Y--0 _g_T_M M� � }5C-�'��OJiF`4----r— -�-�a /�•` ��, {I. DRAIN I1 ECKrgt,4TiC 5HEE1�—I � I YI I ---. _... - r a-- m c+l I it X FtT_A 1.I A1ZEA w — — — — — -.jam- -- ,/� • Y(I_D i .SIGN 02 j 111 / z �I L I l i c,�.: 1 t1Z a z t . I U V. U �r— I�Ti <(IL ll� 6 11L � I { � / II 'k> .. I I ' } � DAILY GRIND L { 125' fII;' OCJ ` `al I`` - (L r ICE o RITA w2ETAIL -Cs� 1301aSF 12OfA5F 1 I,�P�D 5F. I ILI -[Do LOT �� _ _ ET � / _ , _ r� ,� / -;� ti `(1r'''ry{�1 IN ,' i LOADING AR * % J1 .l '� h \\ r--; ; 110' tDIRMVE TWi•21.1 LANL is •, i i \ (\\,,^ •�- 1100' STAKING DISTANGf= 1 DOM SFPVIGE c -�' z > C4 / 2 /, \ __i " / ✓ ,r lts G -- LINE -- -- - -- '--- - - --\ �; — - i %/Q��i , to fir/ T— \r%'-1 _ W�r�F55 kANE -r 11400 �• /` .1\\ ,,... _ r ! q >l.< It •.../ � \ ,r- y ;�c , c L - - - ' -:4 Cra-1,>�astlr.1� i 1 sl'P�ttr 1=�:31> I�- f�} } % a ) �. (� : &IZ7 VI �_� !' l i �/ j = k 4'x3�F' fi 7L C .aNs a;I: E ��_. I+ RICNT , � 2" DO SERVICE o P1.bT N" LINE 16 TL:LANE-1,:g'�' s _ D[5T NGE C/O [ `' f(((JC If.�� i"i�TEf 2 ��\, \ � l i "7 2 S.I T�t� i9 L VEL 4_ \ n 1 i IJ I 1 i - 1 3,609S.F. BF 0:31, RAGE) 4\. \, l-•-.--' iV ?C c A10A 2 X X X\� \�\^ \ �7�\\\ \ y4w \ } \ \U-1 � ,.��\'C�� :`w�\�C,-�,\. \��,.., � � � .,\ ; --�_ luv 24 YI Iti JU cv 4 to LU O CD rl 0 a / D \4--"/ fig✓: \ �1 �o 15 0 '36 1 r r4 cV O Ln i~. 0 DIG HOLE 2X-3X ROOT BALL WIDTH q TREE PLANTING — VERTICAL STAKES TREES <4' CAL. PRUNE DOMINANT LEADERS PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY REMOVE TAGS AND LABELS \ CUT AWAY ALL BALLING ROPES TOP OF BALL IS TO BE 2" \ EXISTING GRADE REMOVE TOP OF WIRE BASKET I I I • 4^ J — — III I I IIIIIIIII -•i' II -III J".' •„�.. - WIDEN AND SCORE HOLE WALLS —,ll1, ; .III .� — ., •� •` : � _ __ — REMOVE CONTAINER AND I-111-III—III—III-111=1 11- —) CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH T 2X-3X BALL DIA. q q TREE PLANTING DETAIL TREES <4' CAI. SCALE: NOT TO SCALE SCALE: NOT TO SCALE 11N OR TIE HOSE WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL TAKES PARALLEL S AND BUILDINGS DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS — PRUNE BROKEN BRANCHES -- PRUNE SUCKERS 2"-3" MULCH KEPT ___—AWAY FROM TRUNK SOIL WELL TO CONTAIN WATER �i UNAMENDED BACKFILL SOIL _ WATER TO SETTLE SOIL AREA FOR WATER DRAINAGE ABB BOTANIC NAME COMMON NAME QUANTITY 51 ZE AS Acer saccharum Green Mountain Green Mountain Sugar Maple 9 (parking) 2.5" cal 545 CF Cornus Florida Flowering Dogwood 19 (perimeter) 2" cal 545 CK Cornus kousa Kousa Dogwood 15 (perimeter) 2" cal 545 JC Juniperus Chinensis 'Fruitlandil' Fruitland Chinese Juniper eb (parking) 3' HT 545 INTERIOR PARKING LOT LANDSCAPING 065-27EXIIXb: I TREE PER 10 SPACES 81 5PACE5 PROPOSED/ 10= ai OR 9 TREE5 PROVIDED PERIMETER LANDSCAPING C165-21-I(EXI1)(a): 61,383 IMPERVIOUS AREA I TREE 6 20005F FOR 15T 100,000 6F OF IMPERVIOUS AREA / 2000 = 34 TREE5 PROVIDED NOTE: *THE PLACEMENT OF TREE5 5HOWN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE 51TE LAN 5TACiE. THE OWNER RE5ERVE5 THE RIGHT TO RELOCATE TREES TO MAKE THE BITE A5CETICALLY iPLEA5ING. *ALL PLANTS 5HALL CONFORM WiTH 1(o5-3(o6 OF THE FREDERIC< COUNTY ZONING ORDINANCE AND ALL PLANT 5U55TITUTION6 MUST BE APPROVED IN WRITING BY FREDERICK COUNTY PLANNING DEPARTMENT. GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus IiI by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make eve reasonable effort to find the P P tY every material speified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE 1 If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. STANDARDS A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) 1.Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container -Grown Stock 1.The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following [Wanner prior to planting: using a knife or sharp blade, snake 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The coverng shall comply with state and local laws pertaining to the transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24-hours without adequate water to insure roots survial. INSPECTION a. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. c. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. 720 PLANTS REQUIRED BY ZONING ORDINANCE 811 PLANTS PROVIDED ON THIS PLAN a Z rc LU W Z a Z Wo LO CD C\1 cc `t a �coa C.) � l rn C W l U U � CIO E rr N a� o Q� Jl W rn N Q OF�f U TUNG NIM AI)HIKUSUMA9 No.02ti715 5 bio 0. ' `SIONAL 0 Z CO (1) OE H U U)> LU Q aZ<� W cc CL Z �D o p Ew-� U Q0JU U) \� LL, i Q i Z C W W a W u DATE: JULY, 2006 SCALE: 1" = 30' DESIGNED BY: JSM FILE NO. .4021- P1 SHEET S OF 10 06--56 N CD Ln w 0 Type of Pipe Crushin LF S[ren th LBS 4"I.D. 6"I.D. Vitrified ClayIODD 1000 Corrugated Steel Corrugated Aluminum 0.4 Asphalt Fiber i200 1400 Smooth Wall PVC .153 Smooth Wall PE * # 70 PSI * * CD 1&2 COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS COMBINATION UNDERDRAIN CD-2 ON FILLS CUT GRADE Unless specifically indicated, Ilil FILL COMBINATION UNDER N combination underdrain will when pavement design llocated at this apin CENTER LINE SECTION CENTER LINE SECTION accordance with Typical Section (With Typal Select (With Type I Select Mat 1) IV below. PLAN VIEW SHOWING PLACEMENT OF PLAN VIEW SHOWING PLACEMENT OF STD.CD-1 UNDERDRAIN UNDERDRAIN OUTLET CD-2 UNDERDRAIN TOP OF Clli MARKER DETAIL o�� 4•x8.1/32' Min Steel Aluminum or TOP OF CUT a�a� or .080 inch Min. steel rivets or Aluminum Plate bolts compatible j with poet material DIT U-Type Rolled 4' 0" UN Roll Steel Poet at 1.33 lbs./fLor Aluminum Alloy 6063-160 .78 lbs./H. Steel posts and plates to be painted or galvanized in accordance with the spec. If pointed the final coat shall be No.13 aluminum paint or No. 11 white point. b d t tl t d f CH TOE OF Fl J TOE OF FILL SHOULDER LINE EDGE OF PAVEMENT 90 EDGE OF PAVEMENT SHOULDER LINE k: ITCH LANE Marker to e p ace a ou a an o LL C TOE OF F1L all underdrain installations barring P OF OJT Locations where underdrain is tied Into other drainage structures or as directed by the Fsgineer. Note:Whem Select Material Type I or Ill is not used, the 12" dimension will apply I from the bottom of the subbase material. Where subbase material Is also not used, the dimension will apply from the bottom of the pavement. Subbase 11at I. Sabot Not'I. Shoultlers Paved or unpaved (Tree x) GENERAL NOTES COI may be substituted for CD2 or vice verso, Select uat'I and she be constructed at the xlmate appre NON -PERFORATED OUTLET PIPT bcaibn Shawn on Ua pbnti or as directed by the (Type 1 or Ill) Slope paro1N1 to pavement Eaglrwrr. AN pipe to be e' unities otherwise noted on plans. Trench shall begin at the edge of pavement and shall be pl-ed on a grade parallel to the shoulder On curb and gutter •actions, where It Is impw-I61e to otherwise provide outlets for underdralns, they on to be locaNd se as to drain Inlets or manholss HALF SECTION HALF SECTION TYPE I SELECT MATERIAL Povtiment TYPE II SELECT MATERIAL Granular Subbase SuAoce �� Subbase ____-�Cr'anulor Subbase Set Mat'I. Type I '� , Sel.Mail. Type A & 111 SN.Nat'I. t2' 1- 3 J• No.8 or No.57 Aggr. ,z• TYPICAL SECTION I TYPICAL SECTION II Pavement Granular Subbase Granular Subbase Surface & Base (Cement Stabilized) Subbasti f« the to ouHall Into a cut If It le mceesory pipe * Subgrode StobAlzed � , •, ditch, the ditch Is to be deepened If and as Wall Thickness (min) Inches. (Cement or Ume) StaGlized Subgrode CementSbgrads Stabilized directed by the Fsgintier. * *Tested according to ASTM D 4212 at 5% deflection, No.6 « No. Aggr. (Cement or Uma) On superelevatsd sections, branch is to be under TYPICAL SECTION III tintin pavement are with pipe on low side only. TYPICAL SECTION IV ":1' Nops to ouWda shouMer METHOD OF DRAINING TO OUTSIDE OF DUAL ROADWAY SPECIFICATION SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE REFERENCE 501 105 VIRGINIA DEPARTMENT OF TRANSPORTATION raj 502 1 OB.04 MH-I This area may L_ _ at the option of the contractor This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban & suburban areas. If these design speeds are exceeded Standard CG-7 is required. COMBINATION 6" CURB 8c GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION Note: See St'd.SL-1 far applicoblity, of safety dab•. Note: The top of masonry is to be left sufficiently low to permit proper adlust- St'd. MH-1 Frame &Cover mart of cover and frame to grade by the use of mortar or brick as directed by the Engineer. ao 0 Shape to contour of pipe. o U a, o 2 0°- All concrete to be class A3 + at slab top as detailed on u E I MH-2 may be substituted ft A Slope to drain to invert of u section when approved by U outlet pipe. U -T SECTION A -A v St'd. St-1 When on plane the _THOD OF TREATMENT IN DROP INLETS be shaped in accordance wi pie in /\ A ,,. A Plan IS-1. B e: • ,e \ \r . NOTES Shaping of manhole and Inlet inverts In accordance with this drawing � Slope to drain to invert „ b to copy to those structures • Ifled on plans or where of outlet pipe. PPY Pea P a �\ P Pe invert of pipe Is above Invert of structure. Manhole of drop Inlet Is to be farmed and constructed In accordance / with applicable standard or special drawing. The Invert shaping as detailed - hereon Is to conslst of o Portland Cement Concrete mix conforming to ". aggregate may be u Class A3 or CWe• C7 exec t that 25% of course t P broken Y P to 4' diameter and cons6l of atone, broken brick, broken concrete, i(L; ;d!b or broken concrete block. The surface shall be bR smooth by means r�>._ra,,,Y.,.,r of hand troweling. None of the coarse aggregate shall remain exposed. // r.;; ;: U_H.t., �•v .... Z. Details of Invert shapiN as shown hereon are for example purposes only. �'• .l' Each manhole or drop Inlet Is to be shaped Individually to best fit the • , particular inlet and outlat configuration and flow lines. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT 302 of TRANSPORTATION •• �■I MMME II��II�I�■ '."SHSLr�=Ml8 `. lll101► /i sll�ll�11�� Z/00/0//000/I♦�� % ! 0 OM1111I�111 % s. The bottom of the curb and gutter may be constructed parallel to the sloe of P P subbase courses provided a minimum depth of 7" is maintained. For use with stabilized a on- raded P 9 drainage layer, the bottom of the curb and gutter III= be constructed parallel to the slope of subbase courses and to the depth of the pavement. Note: Combination curb & gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cost in place. Concrete to be Class A3 if cast in place, 4000PSI if precast. Sheet i of 5 HALF PLAN VIEW TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLF CONCRETE BRICK CONCRETE FEET THOUSANDS CU. YDS. Cu. YOS. 4 0.5 0,785 1.*37 5 0.7 0,785 1.699 6 0.9 0,785 1.961 7 0,7852,223 8 1 9 0,785 2.485 9 0 785 2.747 1.6 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 1 4.541 15 3.1 0,970 4.903 16 3.4 0.970 5.265 INCREMENTS 0.45 1 - I I) , MANHOLE FOR 12"-48"PIPE CULVERTS VIRGINIA DEPARTMENT of 106.01 TRANSPORTATION N ^ A ILL Y N L x a, I -I 915'I 2'-T -I s/" I- PLAN4'-2' (Grate Removed) CG-12A 15 SECTION STEEL -I-Yu SECTION CAST IRON L2Yu"x2%"x)(" _V_3%"- 10'-$ Ion Lugs t' be -� 9 Tr 1A]cast with collar NOTES One welded B 9 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. a Joint L FOR DEPTH GREATER THAN 10' USE STANDARD A J Weld all connectors to collar %"x4" Stud Shaer Conn tore 42 2'-7' * 3' Cis. weep hole 1 /2' 2" min. I 4' depth Aggr. I-t I 66, 1 width or 6.te' width 12"-15'-1e'« 24' h i�hh 1 L n a SECTION A -A CONCRETE QUANTITIES FOR MIN. DEPTH 12" cone. a-1.440 Cu. Yda. Concrete PP 15' cone. pipe-1.528 Cu. 7ds. Concrete DI -IA. 8 Optional 2. THE 'H" DIMENSION SHOWN ON THE STANDARDS Brace Ribs AND SPECIFIED ON THE PLANS WILL BE 43.81bs. 88d 3 lbs. I nt MEASURED FROM THE INVERT OF THE OUTFALL nciudinq Includlnq PIPE TO THE TOP OF THE STRUCTURE. connectors lugs PLAN 'H" DIMENSIONS ARE APPROXIMATE ONLY GALV STEF3. or CASs FOR ESTIMATING PURPOSES AND THE ACTUAL IRON DIMENSIONS SHALL BE DETERMINED BY THE %"x1t/2"x4" lugs CONTRACTOR FROM FIELD CONDITIONS. ---� J. WHEN SPECIFIED ON THE PLANS THE INVERT IS I TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL 'I}j MATERWS INCIDENTAL TO THE SHAPING IS TO BE SECTION B-8 INCLUDED IN THE 810 PRICE FOR THE STRUCTURE / 4. IN THE EVENT THE INVERT OF THE OUTFACE 8 1 -sK"-I- 1 '-I J' 1S-'I PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMEM ORTAR I I r � N PREVENT STANDING OR PONDING OF WATER N IN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO -1 2yu" I- THE SHAPING IS TO BE INCLUDED IN THE BID DIMENSIONS FOR PRICE FOR THE STRUCTURE. CAST IRON ONLY 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. THIS ITEM MAY BE PRECAST OR CAST IN PUCE. 2-6' I N 7. } 4X8' SMOOTH DOWELS AT APPROXIMATELY 12C-C TO BE PLACED IN ALL. AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT cltosSWM3l ADJACENT TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. IN LIEU OF .OWES A 2' X 4' 0 NOTCH MAY BE PROVIDED. SEE STD T-DI-3 4 FOR ALTERNATE DESIGN. C 8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO zo DRAIN SUBBASE MATERIAL WEEP HOLE WITH L b e_ 3 g(10:1 MAX) ' MIN 10:1 A MAX) 5'-!1• MIN _n" 5'-n" MIN. PERMISSIBLE CONSTRUCTION JOINT z B ® 7" WHERE STD. CG-3 OR CG-7 IS USED '''' STD. CG-2 ®16^' 12.1 % MAX. 48:1 MAX. OR CG-6� 111 20:1 SECTION A -A 5 DOWELS, 5" LONG 12" C-C PERMISSIBLE SLOPE 10:1 CONSTRUCTION JOINT MAXIMUM SECTION B-B Eb'4• LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SUP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. n CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP RESISTANT INTEGRAL V DETECTABLE WARNING SURFACE COVERING THE ENTIRE WIDTH OF THE RAMP FLOOR RAMP FLOOR MAY BE fL ( AM PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED AGGREGATE 121X12" PLASTIC HARDWARE CLOTH 1/4' MESH cu SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING I CROSSWALK CROSSWALK OR GALVANIZED STEEL WIR MINIMUM WIRE 0 SWALK O PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. DIAMETER 0.03" NUMBER 4 APES HARDWARE Q H CLOTH ANCHORED FIRMLY TO THE OUTSIDE TYPICAL PLAC�MENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED of THE STRUCTURE. TYPICAL PLACEMENT AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 AT INTERSECTION BE CLASS A-4. I- -1• 2I I (3000 PSI). PRECAST CONCRETE IS TO 8E WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 4DDD PSI. WITHIN CROSSWALK �,.r„, 4 1�- - 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON ' -- .-I�" 18" cone. pipe-1.620 Cu. Yds. Concrete LUGS AS SHOWN HEREON. . - 24' cone. pipe-1.817 Cu. Yds. Concrete Add 0.489 Cu. Yds. per additional foot of depth. SECTION C-C SECTION 0-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grate 363 t 18 lbs. STANDARD DROP INLET SPECIFICATION REFERENCE 12"-24" PIPE MAXIMUM DEPTH (H)=10' VIRGINIA DEPARTMENT 233 104.01 of 302 TRANSPORTATION 203.05 T-DI-3,4 NOTES: See General Notes- Precast for additional details. CURB DROP INLET THROAT SECTION Concrete to COO PSI minimum compressive strength. = St'd. IC-2 Frame and Cover Reinforcing steel in accordance with AS11M A-615 (reinforcing bars). Reinforcing In accordance with ASTM A-185 for welded wire mesh. Dowel Holes Dimensions shown are minimum. Actual dimensions see sheet may vary with manufacturer. Lin 20 x3p' 2 of altefn2 or This unit may be used with all Standard DI-3 & DI-4 L '• .'� e I'oa detail. Curb Drop Inlets. y .�•..y..•' rOrh 1'-6, Each face block shall he" 2 or more CThese loops (} 3 tars) cast In face as shown. loops my be used for lifting, and • for tieing in the poured in place gutter section. Face Block Face blocks orn to be sealed with grout or see sheet 2 of 2 polysulfide seolvr. for alternate detail. QuPP P antities shown are for manhole without pipes. The amount dis lac ed by pipes must be deducted to ob- tain true quantities. A base thickness of 9" was used In computing concrete quantities. P 9 Increments to be added for each additional foot of depth. Materials may be brick, concrete or approved concrete manhole block. If blocks are used the minimum thickness of some is to be 5'. Other thicknesses are to conform to wall thickness shown for concrete. } 4 } 3 } 4 Location of hole to vary accord'ng to type of inlet constructed. W-20 W-20 SPECIFICATION Sheet 1 of 2 REFERENCE 302 103.05 See Alternate Nose Detail A, sheet 2 of 2 enlero I 2 -10' 4 Bars I 45 ~ } 3 Ban �1 } 5 Ban r' 6• H } 4 Bars _ ( See Altem ire L 1" Deep Notch Detail B Varies with manufacturer for Interlock I YFIUAL MINIMUM BAR REINFORCEMEN NI Rib Ban W 20 Smooth W-20 /Bars on 4" Centers. W-20 4- No. 4 Ban W-20 W-20 \4�' W-11 o ` W-11 I :.s ,r W-11 W-20 W-20 H W-20 W-20 1' Deep Notch For Interlock W-11 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION A -I 8"I- B }o UFFER STRIP) 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 THE 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 AND ACCESSIBLE 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 DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SPECIE CATION REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION RECOMMENDED MINIMUM A - - - A HEIGHT CHART L_ PIPE H DIMENSION o_ SIZE f° CONC. C.M. LL - -_ - -- -- 6 -Z- 1-1 2-II Z U � 8„ T-1 1/4' 3'-1" .� of 10' 3'-31/4' 3'-3' 12" 3'-6' 3'-5' PUN (COVER REMOVED) r� 15" Y-9 1/4. Y-8' A-4'-4" (12"-36" Pipe) O M 18" 4'-1/2' 3'-11 9-3'-0" (12"-36" Pipe) 21" 4'-3 J 4' 4'-2' A-4'-10' (42" Pipe) 0-3'-6" (42• Pipe) CRETE COVER 6" S-9' 3'-9' U_ 8" 3'-1 1/4' 3-11 m FOR OETAlLS SEE -d 10" 4'-1 1/4' 4'-I' T- �1EEi 2 OF J) w 12" 4'-4' 4'-3" 15" 4'-7 1/4' 4'-6' ti d 18" 4'-10 1/2' 4'-g' wE�d,qpLE u'-J j` SFE NOTE 6. DO 21" 5-1 1/4' 5'-0"co 1 f: r 24" 5-5' 5'-3' I o - 27" 5'-111/4' 5'-6' y > •• STEPS. SEE NOTE 5. o 30' 4'-I1 I/2' 5'-9' i.' 12' 4'-7' 4'-6" I - -- 0 15' 4'-101/4' 4'-9' I z 18" 5'-5 1/2' 5'-0' L I '� 48 w 21- 5'-4 3/4' 5'-3' I �_ " L, i w 24" 5'-8' 5'-6' o0 27" 5'-11 1/4' z) -9 �- N ¢ 30" 6'-2 1/2' 6'-0' SECTION A -A CAST IN PLACE m r` m 33" '- 6534'6'3' / - FOR USE WfIH 12" TO 42" PIPES a 36' 6'-9" 6'-6' f I 42' 7-31/2' 7'-0' r] tc, r � LA" 7'-1171" 7'-R' RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONC. CORR. METAL 15" 2 -9 2'-B' 18 - - 21" 3'-3 3 4 3'-2" 27" NE 0 " 3 4'-4 J 4 36 - 4 -5 42" 5'-2%" SPECIFICATION REFERENCE SPECIFICATION REFERENCE 105 241 233 302 503 DI-7,7A,78 NOTE H 1. DEPTH OF INLET (0 BE SHOWN ON PLANS. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN iM• DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONi),ITIONS. MAXIMUM DEPTH (H) TO 12'-8 . 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 6. REINFORCED CONCRETE FOOTING MAY BE PRECCAST OR CAST -IN -PLACE. TWO UFTING HOOKS FABRICATORS DESIGN TO BE PROVIDED IN PRECAST FOOTING. 7. 4' DEPTH AGGREGATE 168, }78, OR }8 X 6- WIDTH. 8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL WEEP HOLE WITH 12'X12" PLASTIC HARDWARE CLOTH 1/4• MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03', NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE), DETAILED HEREON TO BE CONSTRUCTED WILL BE AT THE OPTION OF THECONiRACTOR. 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND GRATE AND THE METHOD OF PLACING APPROACH GUTTER SEE SHEET 2 OF 3. 11. CAST IN PUCE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATED DEPTH (H) WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT THE APPROPRIATE CUSIS YARDS OF CONCRETE FOR EACH FOOT OF DEPTH 13. PAVED DITCHES ARE TO BE TRANSITIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG-2A 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. Increment per foot of additional depth (H){-0.3e2 cu. yds. (12"-36" Pipe) 0.410 cu. yda. (42" Pipe) Sheet 1 of 3 STANDARD MEDIAN DROP INLET VIRGINIA DEPARTMENT OF TRANSPORTATION 04.22 12 PLAN (COVER REMOVED) covet IIS SEE 1rF)) E E 7. B. 15. DI-7------- NO GUTTER 01-7A------ SINGLE GUTTER WHEN DROP INLET IS ON A GRADE. DI-70------ SINGLE GUTTER WHEN DROP INLET IS IN A SAG BETWEEN TWO GRADES. 16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, FOR PREuAST GENERAL NOTES, PACE 103.02 AND FOR APPLICABLE PRECAST BASE, RIR AND TOP DETAILS, PACES 103.07 THRU 103.12. 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. PipeSize 12„ 15' 18' 24" 30" 36" 42" Minimum Depth H 2'-0 '-311' 2'-61(' 3'-1' 3'-7K" 4'-2' '-e}j' Cu. Yds. Gone. .947 1.045 1.143 1.339 1.535 1.731 1.927 W W W0 CD to 00 C a 'r AO ..•I � CQ C10 n(1 r-4 � I o I W Z ��~1 > hA••I �� CV L J l\L 1•� W i� 0) I Q) W� rb }3 4 � to N .--i 0) E"t I•Z•I Z_ - N 0 1107 C' G! ✓1 2i '_' > ba fi W U) Ts, z r0 V1 W OFI,j U TUNG DIIIKUSUMA� b No. 0215715 ti k6g�LjNA L z co O ET ` V H WMl �Q� Z o M 4 w L� Q0J�U W � W U 0� � w W In W �� OC U DATE: JULY, 2006 SCALE: NO SCALE DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 9 OF 10 06--56 L I- L-I Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6• 8' 1 10' 12- 6- 8' 10- 12' 6• -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER i" LEI I L I L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6' 8. 10- 1 12 6• 8" 10• 12' 60 60 80 1 100 40 1 40 1 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP 05 finished grade :. :... ..... METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8' x 3/4' or 3/4' 16 In. Dla, Non -Traffic 74M32CRG Traffic A32HH-T t" 24 in. Dla. Non -Traffic MG30 (Frame) WITH RMLA-T (fop Ud) Traffic MC-30 (Frame) WITH RML-12-T (Top Lid) Opposite Side 12 gauge insulated copper wire for line tracing, taped at 10 foot intervals treated 2'x 4' with meter box and cover finished grade I--sldewallk . 5 it top 6' painted blue 24' 1 materby\\ /--finished 18'-21' 3' stone F.C,S.A. grade surrounding box \ rr: 36' \ 38' ... \ / 1°CTSpolyethylene tubing (PET) 200 psl with SS Inserts at allconnectlons saddle with rp stop min.' r 12' Ix \ stone Same Side (PJ 1' coupling X FIP) C14-44 with SS insert anc MIP plastic plug COPPERSETTER meter size Opposite Side Same Side 5/8' x 3/4' VBHC72-18WD 4444B4 VBHCa2-10WD144-44-B4 3/4" VBHC72-1BWD-4444-B4 VBHC82-18WD44-44B4 1' VBHC7415WD4444-B4 -N/A- INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street: a) Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to Into the meter box [wrap wire around ccrp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 - Wit � finished grade top of manhole at grade in pavement areas unless finished 1 6„ otherwise directed (top shall beset 24" min. above grade grade in undeveloped areas) In addition to restraining each joint of the tee, (1) any joint t that falls within the recommended length on the branch square skid pad 6" thick g around manhole frame In outlet (Lb) piping shall be restrained, (2) any joint that falls DOWN BEND developed areas 3/4" x 2" butyl within the recommended length of the run (straight through) DEPTH 4 FT. MIN. . P' joint sealant Outlets Lr Shall be restrained. adjustment rings ( ) (I I., max,) 35" max. A cross shall be restrained per a tee's requirements for Lb. IMF Ld - I 24" min. in undeveloped areas 3/4" concrete anchor u A Wye shall be restrained per a tee's Lr and a 45' bend's L requirement. bolts (4 each) if %.. RESTRAINED LENGTH OF PIPE Ft RESTRAINED LENGTH OF PIPE Ft UP BEND ( ) ( ) finished Cv DEPTH concrete ASTMC-150 TEE PVC DIP TEE PVC DIP 4000 psi grade DOWL. BEND y r X b Lr Lb Lr Lb r X b Lr Lb Lr Lb 12" RESTRAINED LENGTH ort16" (typ.) -L 6 X 6 20 20 20 20 10 X 6 20 20 20 20 waterproof coating , i 1"nominal size butyl jdnt " sealant applied between 8 X 8 20 20 20 20 12 X 12 20 20 20 20 ° joints and on exterior side of joints 8 X 6 20 20 10 20 12 X 10 10 20 20 20 10 X f0 20 20 20 20 12 X 8 ?0 20 20 20 joints are to be sealed `(, LU with "O" ring gasket .•e , 10 X 8 1 20 1 20 1 20 1 20 12 X 6 20 20 20 20 Vertical offsets contain down and up bends. variable On down bends, one joint faces horizontal and the TEE, CROSS, WYE other points down. On up bends, one joint faces 4 horizontal and the other points u Each side of an 5 - pipe to manhole P P• Y conned°^ntobe vertical offset bend shall be restrained. In addition, any by flexible sleeve UP BEND RESTRAINED LENGTH d ` joint that falls within the ' ecommended length on each invert channel to provide a 4 I L �{ side of the fitting shall t.0 restrained Ld, Lu . smooth transition in to out, 3'-0"min. g ( ) for all connections 2'-0" max. 4'-0"max. top ofb^nc, in. RESTRAINED LENGTH OF PIPE (R) precast invert or grout • yr�:.. ! ' w: `:e ,n bottom to form channel f' w �'�` `'•:` D/2•{:^:• .> same elevation. as lop ♦, In addition to restraining each side of the bend, any joint that falls within DEPTH OF BURY DEPTH OF BURY ?=': `:'": a, �,;�=n:•;:: e ' . - 6, of pipe the recommended length on each side of the bend shall be restrained. ,4� 4 FT, MIN. 5-12 FT. 4 FT MIN. 5-12 FT. d • ' ' + + TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) SIZE *, '°•" '! /TYPE DECREE OF BENDS Ld (DOWN) Lu (UP) SIZE/IYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) „ . • . ' ' , . a• , • , "• ' ' • 8" FITTING PVC DIP 6' Pl1 DIF 45 22.5 11.25 0 2 2 20 10 PVC 22.5 k 11.25 20 20 6" bedding stone DEGREE 6- 8' 10' 12* 6' 8" 10• 12' 8' PVT; 45 40 20 10' DIP 45, 22.5 dr 11.25 20 20 . . . .. . . . .. . ..................................................... 90 20 20 40 40 20 20 20 40 8' PVC 22.5 dr 11.25 20 20 12• PVC/DIP 45 40 20 NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 45 10 20 20 20 20 10 20 20 , 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of 8' DIP 45, 22.5 do 1..25 20 20 11• PVC 21.5 Qr 11.25 20 20 water proofing. 22.5 20 20 20 20 20 20 20 20 10' PVC 1 45 40 20 12' DIP 1 22.5 & 11.25 20 20 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 11.25 20 20 1 20 10 20 20 20 20 5. Flat top shall be used if height from invert out to rim Is four feet or less, Frame to be flush in top. VERTICAL OFFSET HORIZONTAL BEND RESTRAINED JOINTS 30173 STANDARD MANHOLE RESTRAINED JOINTS 2 OF 3 -4- SEP 05 -13- SEP 05 -3- SEP 05 general backflll SDR 35 spigot SDR 35 spigot by R by gasketed SDR 21 gasketed bell 45° bend bell adapter 8. 45° SDR 358'x4" gasketed bell wye 3' minimum - SDR 21 gasketed pipe and fittings SCH 40 solvent - weld cap property line 4' pipe at 2.00% minimum grade treated 2"x 4' with - top 6' painted green 1 SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 24' select backfil I 61 All backfill to be compacted to 95% of ASTM D698 maximum density. - 6. STANDARD 24' select backflll s CONCRETE ENCASEMENT TRENCH & BEDDING -1- ♦ SEP 05 48' 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" 1' I -III -III I -III -III -III -I I COMPACTED SUBC�RADE (909- DENSITY) GONGRETE 51DEUJALK DETAIL (NOT TO SCALE) d 2-24" % REBARS II ; .• FOR WHEEL STOP 9° u SECTION A -A WHEEL STOP DETAIL NOT TO SCALE YAtDTH VARIES I� (SEE SITE PLAN) 6' WDE YELLOW STRIPE (TYP.) 2' VADE YELLOW PAINT STRIPING 4' O.C. O 4.5 LENGTH VARIES (SEE SITE PLAN STRIPE -- TYPICAL CROSS WALK DETAIL N.T.S. SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAIL) FC OR EF WHEEL STOP 2 wl� T STRIPED AREA e 0 I"X4"X4'-8" 5LAT5, 2-FINI5H NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"XS' POSTS 125" jj, 4'-0" NOTES: I. PRESERVATIVE STAIN ON ALL WOOD. 4 COLOR TO MATCH THAT OF BLDG. T e 2. FINISHED SIDE OF FENCE SHALL FACE cn ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL W001) FENCE DETAIL OR AFFROVED EQUAL FOR BOTI 4 DUIMPSTER ENGLOSURE AND PERIMETER FENCING HOLE FOR GATE (TYP) BOARD ON BOARD FEN( NOSE DOM CURB TRANSITION NOT TO SCALE DUMF5TER ENCLOSURE DETAIL NOT TO SCALE LIGHT COLORED REFLECTIVE I 12„ I BACKGROUND MAT'L. 'i DARK COLORED 2" LETTERS & 3/8" BORDER RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY T 24 6' 6,. 9 DOWN CURB TRANSITION 1 WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301.04 ` `' CLASS A-3 CONCRETE " BASE 21-A \ COMPACTED SUBGRADE !COMPACTED TO 1359. DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) TRr45� DU11'ffi=STER FAD (NOT TO SCALE) 4.0' MIN. 7.0' MAX. HANDICAPPED DISPLAY CONDITIONS SYMBOLS 8' MIN. UNLAWFUL 4" STEEL PIPE FILLED WITH CONCRETE PARKING IN THIS SPACE IS SUBJECT TO A FIND OF DARK COLORED REFLECTIVE 8' VAN ACCESSIBLE SPACE 50.00 TO 100.00 BACKGROUND MATERIAL 5' FOR RE6AULAR SPACE HANDICAPPED PARKINCz DETAIL " LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATED N.T.S. AT SAME POINT ADJACENT TO THE 8' AISLE. 5+40F SING CENTER T�'PfC,4L fi AuEI„fENT SECTION NOT TO SCALE LIGI-IT PAVEMENT/PARKING 5ECTION 1.5" 5M-9.5A SURFACE COURSE •. • .: .: ,;::.; . 3" BM-25�O BASE COURSE (o" SUBBASE VDOT STD. GR-215 �T 1-1 EE llll�lllll�lllll�lllll�lllllElllllHElllll�llil:COMPACTED suBCxRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT 2" DOME CCUC.- STD. STEEL PIPE 0/4" MIN. WALL T+IIci ;e�6) CCNCiRM FILLED SET IN CONC:I=TG, PAINTED - P-1 6"ID. CONC. D _ _1TING 1a11 = 11-011 41, MIK Iz i1 C5 W W Z Z W o co CQ in CC) C\2 Q� 00 O �A CO C\2 �p to 4D ~> 1 C Cd W x Q) to C Iv r-� toVJ I a) U� a to on to G N d t` a (1) O IZ4 :J o W Ul OF j O� 1 v TUNG NIKI ADHIKUSUMA� No. 026715 o�� 101111 ap SjONAL OE U W W W Q > Zak 0 d N ' 0 W Q 0 JIIIIIIIIIIIIIII, F- W W Se Ir �4 III c � W W in W Im LL DATE: JULY, 2006 SCALE: NO SCALE DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 10 OF 10 06-56 �' t, GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation VDOT and Frederick Count prior to construction in existing State right-of-way. (VDOT) Y P g g Y 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law.CG-6 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (VDOTVDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be ) g / P P responsible for providing guardrail and aved ditches as determined b this joint inspection." Refer to P P g g P Y J P Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. Ana roved set of Tans and all applicable permits must be available at the construction site. Also, a PP P PP P representative of the developer must be available at all times. P P 7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic g g Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. VD0T GENERAL NOTES V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern.9` V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control fla err must be certified in accordance with Section 104.04 c of the VDOT gg ( ) T Road and Bridge V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffics signal poles, unction boxes controllers etc., g p , j , e , owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict P Y P Y Y Y with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this res onsibilit P Y• V5. Design features relating to g g field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary b VDOT. An additional expense incurred as a result of an field revision g Y Y Y P Y shall be the responsibility of the developer. P Y P V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use P q g Y permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. LEGEND EXISTING INTERMEDIATE CONTOUR - - - - - - - _ -330 EXISTING INDEX CONTOUR ---'------- -- -___ . ---•-- ---- 3;;C1 PROPOSED CONTOUR 400 EXISTING EDGE OF PAVEMENT -- --- EX I /P PROPOSED EDGE OF PAVEMENT PROP E/P FIXC&G EXISTING CURB AND GUTTER.j`-` PROPOSED CURB AND GUTTER PROP C&G� CG-6R TRANSITION FROM CG-6 TO CG-6ft EXISTING TELEPHONE LINE -. - - -- - - --_ _ -- -- _ _ _ - T T PROPOSED TELEPHONE LINE T EXISTING STORM SEWER CX. 15 RCP_ PROP. 15" RCP PROPOSED STORM SEWER EXISTING SANITARY SEWER --- _ S w- - - -- PROPOSED SANITARY SEWER S�l EXISTING ELECTRIC SERVICE - - E - - - - E - - -- - - E - - -- PROPOSED ELECTRIC SERVICE E VICINITY MAP SCALE: 1" = 2000' Z ■ ■ cQ �■ oLO o ao , , c� I Q) �LX1 o 0 Q CO au `t� q •� o > c\ x � `n c�Cd o a) a,� - �, \ `_ "r � \\ `� `-',ry �¢� � • �` \ �� j ff \ �, �/�� 7� \ �\ \�I\\ \ % �?� : 7;;•.�,i , .� , , �� $ sic ., \v \ max, Y �'� C/ �/ �`' �i;i '">4 % q� �`>„ 1^ 1...,, .,: % J :;':: \ >y a�o ,.\ _%:. . ,1 �.�\\ -=-;ixP,� L_=y _�'';' �_ L� \, ` V /'% -o -- �\ i s Y j / i f i (� 11 -__ ._\ �� \ , \ �` ` �/ I '� >� fi L �n 1\ %/� /, �� . /: _ J l .,, _, �.\ � ,.� j� � U11 I 3`\� //r `/j, r ,m- , 4> ? � „N„ ..- ^ �y .yw . �'jl\ {{�� / \ j 'y \ % f ( i `. ) \ e \ \�I \�% ` ,� ' C� I{ _) SHEET INDEX COVER SHEET EROSION & SEDIMENT CONTROL NARRATIVE & COMPUTATIONS 2 EROSION & SEDIMENT CONTROL PHASE I 3 EROSION & SEDIMENT CONTROL PHASE II 4 GRADING PLAN 5 SITE PLAN 5 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the EXISTING GAS LINE -- -- - --- --- ---- �, -- - - - -- -- PROPOSED GAS LINE G PROPERT7 LINE �e� ems® FLOW LINE -►- - -- - -- •••. ... FENCELINE - - ;< - X - X -- z: au o `' d • 4 co11. o � w 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of the Frederick County Sanitation Authority. project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. P P P P P Y V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. EXISTING POWER POLE -0- EXISTING TELEPHONE PEDESTAL_, EXISTING WATERLINE W/ TEE -- •--w- - - - ' T' PROPOSED WATERLINE W/ TEE W EXISTING FIRE HYDRANT EXISTING WATER VALVE ._ _W•_.._ - -s�� PROPOSED WATER METER W -0W PROPOSED REDUCER W W► UTILITY PROFILES 7 LANDSCAPE PLAN $ DETAILS 9 DETAILS 10 Z 0 Y) W �+ 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. STOP SIGN PARKING INDICATOR INDICATES THE NUMBER OF TYPICAL PARKING SPACES 12 HANDICAP PARKING \ W F' 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick Count Public Works Department prior to issuance of grading and/or site p Y P P g g / development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event ravesites are discovered during construction, the owner and g g engineer must be notified immediately. 60,;, 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted tc Frederick County prior to pavement construction. If a {1 geotechnical report has been prepared, it sho ld supersede the requirements in this note. 23. Contractors shall notifyoperators who maintain underground utility lines in the area of proposed excavating P g Y P P g or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. y pp g Y 24. All utilities to be located underground. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AA5HT0 T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these Tans and or as P / specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to 'VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT S SANITARY MANHOLE IDENTIFIER 12 O STORM DRAIN STRUCTURE IDENTIFIER O6 EASEMENT LINE _ _--_ -_�- -. _ _-- _ CENTERLINE EXISTING SPOT ELEVATION X 735.4 5 PROPOSED SPOT ELEVATION X35- EXISTING TREE LINE '�°� ^ ��-�� -^'`-J"'``"' A THESE PLANS ARE IN CONFORA.,1NCE WITH FREDERICK COUNTY STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION H OF f f O U TUNG NIHI ADHIKIJ°UMA� '-d No. 026715 Ord �s`sIONAL N PROJECT INFORMATION PARCEL IDENTIFICATION NO. 86-((A))-10 ALL SIGNS SHALL CONFORM TO SECTION 165-30 OF THE FREDERICK COUNTY �• STREET ADDRESS: DOUBLE CHURCH ROAD SUBDIVISION AND ZONING -- PROJECT AREA: 19.74 AC ORDINANCES DISTURBED AREA: 2.09 AC' -' ALL BUILDING HEIGHTS SHALL � c:� r �^ CURRENT ZONING: B2 CONFORM TO SECTION 165-83 ,. OF THE FREDERICK COUNTY °� � CURRENT USE: VACANT 9� SUBDIVISION AND ZONING PROPOSED USE: RETAIL ORDINANCES SETBACKS: PROVIDED REQUIRED ;;•: t INDIVIDUAL SIGNAGE MUST BE FRONT 35' n REAR NA NA35' WALL MOUNTED. INDIVIDUAL � NA, NA FREESTANDING SIGNS ARE NOT �„ SIDE 50 50 PERMITTED. \0 � , MAXIMUM HEIGHT: 35 RETAIL' 22 OUTDOOR LIGHTING SHALL BE SHEILDED TO PREVENT GLARE ONTO ADJOINING PROPERTIES co 0E-4 U � (214 � U SUR VEY AND TOPOCRAPHIC INFORMA TION FCSA CONSTRUCTION NOTES 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: XX/XX/XX 2. Aerial, horizontal and vertical control surveys were performed by: GREENWAY ENGINEERING 20 (Year) 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com 2. The water and sanitarysewer portion of these plans are valid for two ears from date of FCSA approval. p P y PP 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. P 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in anew sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: 1. make application and pay deposit 2. mark the tap location. 3. coordinate installation with the engineering- assistant. g� g- 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: p a) The meter box, with its frame and cover, must be properly aligned with the coppersetter. b) The frame and cover shall be set to final grade. c) The distance between the top of the cover and the coppersetter shall to be between 18 and 21 inches. d) All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a) The location of the service lateral is to be coordinated with the Authority's engineering assistant. An Application for Service must be made and fees paid before work will begin. c) The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d) For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install theT meter. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. P YP The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three 3 ears from the date of the approval letter. PP P P () Y PP V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. g Y P 3. Aerial topographic mapping performed by: - Dated: - F.A.R. CALCULATIONS LOT 86-- ((A)) -10 = 859,8 r4.40 S.F. TOTAL = 859,874.40 S.F. TOT. PROP BUILDING AREA = 7,800 S.F TOT. EX. BUILDING AREA = 80,100 S.F PROP. BUILDING /LOT AREA = 0.1022 < 1.0 * () PROPOSED BUILDING DIMENSIONS SHOWN ON PLAN ARE APPROXIMATE, ARCHITECT SHALL PROVIDE ACTUAL DIMENSIONS WITH BUILDING PERMIT APPLICATION. PARKING REQUIRED PROVIDED 4,200 SF RETAIL/RESTURANT 3,100 SF 44 44 1,200 SF 6 6 10,800 SF BANK 7,200 BANK AREA 29 40 3,600 STORAGE 0 0 Y) W Q E� � (� [� w x Z ,-, �D IL f-+ O 3:� W U ® �' W H 0 J O U �, 1 1 W Q Z W W o In In 0 WNERS CERTIFICATE The foregoing Site Plan of the land of Property Owner is with the free consent and in accordance with the desires of the undersigned owners, properties and trustees if any. DATE APPRO VAL FIRE MARSHALL 9S NOTE -' y J l'P G FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE ( 5) YEARS FROM THE DATE OF PLANNING APPROVAL Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. TRIP GENERATION DATA Project Name: "EDERI C 1 T V VV1 �l E CR 0 SSING 11 ILL' TAIL 0 UTPA R CEL Project Number: 4021-P1 CLASS USE DWELLING UNITS * TRIP RATE TRIP RATE USE VPD e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 814 912 934 SPECIALTY RETAIL DRIVE-IN BANK FAST FOOD W/ DRIVE THRU 40.58 340.92 676.72 41 341 677 41 341 677 Magisterial District: OPEQUON Date of Plan: (Month, Day, Year) JULY, 2006 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. * TA EN FROM ITE TRIP GENERATIO 7TH EDITION DATE: JULY, 2006 Owner: STEPHENS CITY GF LLC Address, Including Zip Code & Telephone No. 1000 N. FRONT STREET SUITE 500 WORMLEYSBURG, PA 17043 1-(717)731-0700 UTILITY CONrr SCALE: NO SCALE Water/ Frederick County Sanitation Authority Phone: Verizon Sewer: P.O.Box 1877 P.O. Box 17398 Winchester, VA. 22604 Baltimore, MD 21297 (540) 866-1061 (301) 954-6282 Power: Allegheny Power Gas: Shenandoah Gas Co. P.O. Box 1458 P.O. Box 2400 Hagerstown, MD 21741 Winchester, VA 22604 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Developer: SAME AS ABOVE Address, Including Zip Code & Telephone No. DESIGNED BY: JSM FILE N0. 4021-P1 HANDICAPPED PARKING NOTE Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE SHEET 1 OF 10 Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. 1-800-654-3317 (540) 869-1111 Virginia Utility Protection Service 1-800-552-7001 GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 06-56 0) .(D W (U (D a) �1 t u Ln N M N 0 M 0 0 0 N rn 0 3 -1 a z 02$ w N 0 70 a U 0 _CL 0 c� �zy w w Z C7 z w N Fnn 70 o) E 0 U aJ a X q- to LL c� N 0 Ul 4aJ - O MINIMUM CONSTRUCTION STANDARDS NARRATIVE AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE CONSISTENT WITII TIIE VSEC14 FOR 4VAC50-3040 MINIMUM STANDARDS: 1. 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 SOILS STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER TI{AN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL. BE STABILIZED OR PROTECTED WITH SEDIMENTTRAPPING MEASURES. THE CONTRACTOR IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL, STOCKPILES ON SITE AS WELL. AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. 3. A PERMANENT' VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT, IS UNIFORM, MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. 4. 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 UPSLOPF•, LAND DISTURBANCE TAKES PLACE. 5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE CONSTRUCTED BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY "THE TRAP OR BASIN. A. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 268 CUBIC YARDS PER ACRE OF DILIINAGE AREA AND THE: "TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. B. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 268 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A TWENTY-FIVE YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF A BARE EARTH CONDITION OFTHOSE CONDITIONS EXPECTED TO EXIST WHILE THE SEDIMENT BASIN IS UTILIZED. 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTION A MANNER THAT W ILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTTER PROTECTION SHALL 13E PROVIDED. 10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WIT]IOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT'. 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. 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. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FL5� OW ////// G I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-I ShuvW k leant BL 0 CK AND GRAVEL DROP INLET SEDIMENT FIL TER • • AI 1 `wA ILL AF111 ' I 9 �, l ll� FILTER r WIRE SCREEN 1 r- FILTERED WATER OVERFLOW -� RUNOFF WATER ....... WITH SEDIMENT DROP INLET WITH GATE SEDIMENT '- SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE, SOURCE: VA. DSWC 12. WHEN WORK IN A LIVE WATERCOURSE 7S PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALT. ➢E USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLr COVER MATERIALS. 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE T•IIAN TWICE IN ANY SIX-MONTH PERIOD, A TT:EMPORARY VEHICULAR STREAM CROSSING CONSTRUCTION OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 14. ALI, APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING OR CROSSING LIVE WATERCOURSES SFIALL BE MI 1'. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN TI IE WATERCOURSE IS COMPLETED. 16. 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 MAYBE OPENED AT ONE TIME. B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OFTRENCHES, C. EFFLUENT FROM DEWATERING OPERATIONS SI{ALL BE FILTERED OR PASSED THROUGH APPROVED SEDIMENT TRAPPING DEVICE, OR I30'ITI, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFT -SITE PROPERTY. D. MATERIAL, USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDIN TO 111ININ1ZE 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE Tl-IE TRANSPOR'I'OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR. PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. .D F I S MEN"C SHALL BE REMOVED FRON4'TI{EROADS 13Y SHOVELING 012 SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHA LL ALL OWED CD ONLY AFTER SEDIMENTIS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAPS AFTER FINAL SITE STABILIZATION OR LATER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. 'TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION. NO EROSION CONTROL MEASURE CAN BE CHANGED OR REMOVED WITHOUT THE PERMISSION OFTHE LOUDOUN COUNTY INSPECTOR. 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY AND PEAK FLOW RATE- Of STORMWATER RUNOFF. 20. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER WI IICI I MINIMIZES IMPACTS ON TFIE III IYSICAL, CHEMICAL AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. GRAVEL CURB INLET SEDIMENT FILTER f GRAVEL FILTER a RUNOFF WATER 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. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0' 1.5' h' FLOW 2.5' CLASS I RIPRAP �VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED PLATE. 3.07-3 1 SOURCE: ADAPTED from VPI)T Standard Sheets and Va. DSWC PLATE. 3.08-1 STONE CONSTRUCTION ENTRANCE 70' MIN. A FILTER CLOTNI 6' YIN I A SIDE ELEVATION MS17NG 12' MIN. L MOr /7 COURSE AGGREGATE MUST EXTEND FULL W107H OF INGRESS AND EGRESS OPERA77ON RE 70' YIN. B WASHRACK I %(OPVONA1j -POSITIVE DRAINAGE B TO SEDIMENT TRAPPING DEVICE SiLU I IUN A -A 70' MIN. EXS17NG - PAWMENr BERM SECTION B-B SOURCE • ADAPTED from 198,E Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plote 302-1 Erosion & Sediment Control Phase I Narrative PROJECT DESCRIPTION FREDERICKTOWNE CROSSING IS LOCATED ON THE NORTH SIDE OF FAIRFAX PIKE ROUTE 277 IN FREDERICK COUNTY VIRGINIA AND IS WITHIN THE OPEQUON MAGISTERIAL DISTRICT. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBER 86-(A)-10, AND CURRENTLY ZONED GENERAL BUSINESS (132). THE LAND DISTURBANCE PROPOSED WITHIN THIS PLAN IS STRICTLY FOR PHASE I EROSION & SEDIMENT CONTROL MEASURES. EXISTING SITE CONDITIONS THE SITE HAS BEEN CLEARED AND ROUGH GRADED PER A PREVIOUS APPROVED SITE PLAN DATED JUNE 2005. ADJACENT PROPERTY THE SUBJECT PROPERTY IS BORDERED ON THE EAST SIDE BY THE NOTTOWAY TOWNHOUSE SUBDIVISION AND 0 N N THE WEST SIDE BY THE PINES TOWNHOUSE SUHDNISION. TO THE SOUTH THE PROPERTY IS BORDERED BY DOUBLE CHURCH ROAD RT# 641 AND FAIRFAX PIKE RT. 277, AND TO THE NORTH BY SINGLE FAMILY HOMES. EROSION AND SEDIMENT CONTROL MEASURES UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. STRUCTURAL MEASURES PHASE I: ALL PHASE 1 MEASUTiES_BE_ INSTALLED PRIOR TO CLEARING AND GRUBBING THE SITE. 1. SILT FENCE (3.05) SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUNOFF FROM DISTURBED AREAS BEFORE IT LEAVES THE SITE. 2. INLET PROTECTION (3.07), SHALL BE INSTALLED AS SHOWN ON THE PLANS TO FILTER RUN-OFF BEFORE IT ENTERS THE EXISTING STORM SEWER. 3. CULVERT INLET PROTECTION (3,08) SHALL BE INSTAOLED AS SHOWN ON THE PLANS. PHASE II 1. ONCE AREAS ARE BROUGHT TO FINAL GRADE, CHECK THE MEASURES TO ENSURE THEY ARE WORKING PROPERLY, MAINTAIN CHECK DAMS WITHIN EXISTING SWALES WHERE NOT REMOVED BY GRADING. INSTALL ALL STORM SEWERS AS SPECIFIED IN THE PLAN TO MAINTAIN WATER OUTFALL INTO THE SEDIMENT BASIN AND PROVIDE THE NECESSARY INLET AND OUTLET PROTECTION. 4. INSTALL SANITARY AND WATER LINES WHERE SPECIFIED AND PROVIDE WHATEVER ADDITIONAL EROSION PROTECTION DEVICES AS OUTLINED IN THE PLAN OR AS REQUESTED BY THE COUNTY INSPECTOR. 5. PERFORM FINAL GRADING AND STABILIZATION OPERATIONS. 6. MAINTAIN PERIMETER CONTROLS UNTIL UPSTREAM AREAS ARE FULLY STABILIZED, INSPECTED AND RELEASED BY THE COUNTY INSPECTOR. 7. UPON SUCCESSFUL COMPLETION OF VEGETATIVE GROWTH AND FOLLOWING INSPECTION AND RELEASE BY THE COUNTY INSPECTOR, CAREFULLY REMOVE AND DISPOSE OF PERIMETER CONTROLS. SHOULD ADDITIONAL GRADING BE REQUIRED TO RESPREAD TEMPORARY DIVERSION DIKES AND BASIN EMBANKMENTS, THEN THE CONTRACTOR SHALL PROVIDE ADDITIONAL SEDIMENT TRAPPING MEASURES, RESPREAD AND RESEED IMMEDIATELY, UNDER THE SUPERVISION OF THE COUNTY INSPECTOR. 8. ONCE ALL DENUDED AREAS ARE PROPERLY GRADED, STABILIZED, AND RELEASED BY THE COUNTY INSPECTOR, REMAINING EROSION CONTROL MEASURES MAY BE REMOVED. VEGETATIVE MEASURES PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN SIX (6) MONTHS. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION IMMEDIATELY AFTER GRADING. ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR STRAW) FOR TEMPORARY AND/OR PERMANENT VEGETATIVE COVER WITHIN SEN SE FIVE (5) DAYS AFTER MANAGEMENT STRATEGIES CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS QUICKLY AS POSSIBLE. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP AND REMOVED. ELECTRIC POWER, TELEPHONE, STORM, SANITARY, WATER & GAS SUPPLY TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT ANY ONE TIME. ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE (5) DAYS OF COMPLETION OF GRADING. DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DAMS SHALL BE REMOVED. DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN SEDIMENT ON SITE, ALL MEASURES SHALL BE INSTALLED ACCORDING TO THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. NOTES: I. ALL TEMPORARY CONTROLS ARE TOE BE REMOVED WITHIN 30 DAYS ONCE NO LONGER NEEDED: TRAPPED SEDIMENT SHALL BE REMOVED AND STABILIZED. 2. ALL DAMS, DIKES, AND DIVERSIONS ARE TO BE STABILIZED IMMEDIATELY AFTE CONSTRUCTION. 3. ALL VEGETATIVE STABILIZATION SHALL BE UNIFORM, MATURE ENOUGH TO SURVIVE AND ADEQUATE TO INHIBIT EROSION. 4. ANY SEDIMENT FROM THIS SITE ON PUBLIC OR PRIVATE ROADWAYS SHALL BE CLEANED IMMEDIATELY - MAINTENANCE ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT' A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. GRAVEL OUTLETS SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED IMMEDIATELY. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS IN A CLEAN, DUST AND MUD FREE„ CONDITION AT ALL TIMES. PHASES OF LAND DISTURBANCE ACTIVITIES 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ON LY PHASE I SEDIMENT BASIN SEDIMENT E IMENT TRAPS DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE A DEVICES WITH SEDIMENT CONTROL 8. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABALIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES. SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #. DATE, THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. ER0510N/5ED IMENT CONTROL LEGEND NO. KEY 5YM50L DESCRIPTION 3.02 GE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 06F X----XF- SILT FENCE 3.01 IP STORM DRAIN INLET PROTECTION 3.08 GIP CULVERT INLET PROTECTION 3.09 DD D TEMPORARY DIVERSION DIKE 3.10 FD FD TEMPORARY FILL DIVERSION 3.11 EO RWD TEMPORARY RIGHT OF WAY DIVERSION 3.12 DV DIVERSION 3.13 ST TEMPORARY SEDIMENT TRAP 3.18 OP OUTLET PROTECTION 3.20 CD --�--, ROCK CHECK DAMS 333 SO SO SODDING 3.38 TP 0-0-0 TREE PROTECTION LCG LIMITS OF CLEARING 4 GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START of Df V TUNG NIKI ADHMSUMA� No.026715 SI011�fAL I1.4-1 F--I Q �7, - 1 CO I co w �® � E F-I-•I I -+-I T�� di fv 1-I Q - o Wcc� z IxZ9L� a O U O 0 O W \/ W U1 ® a w Z W O <:4 Q O W O UL W DATE: JUW, 2006 SCALE: NO SCALE DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 2 OF 10 06-56 H uH b1 f� N 0 cu -0 O r: dO1S == — — = \dOIS =�dO1S -- - — dO1S — d0 S - � \ 0 fLLI 404 __tl~ STOP S P F I Lu w tv j`, fy, "LL fi; , I I —----- -- I I 6. z� I I x W �� ° I.n ♦ 11 %I �_ — h , o � t~ JU , 1 Ex. 20SAN s> UJ'E6 �ir. �6.... i I I I I t~ w loll C* v) rl ! • �` II I �— � I I I � � O .;�,w�ar�v.r r--zziru•v-:::�;nzv-srv�raa rzK-ru--L.,...., _.a, -ea a Wr -rt.: rs:cu ra---ra.:>: _-��:rasz-_- I I I (..Gi .�.0� IJ I �..1/ •'�1 ..J W m IMIT5 OF CLEARING , s CF2ADINCx CCU �t� I j l LOU (; I m /u .rr+�-.=.�..r.�=:aW...�=...�.rr..r-arrrw.. =` t I 6 ( � LOU � f; �� x x x x x x x x , X wQ� I { I I I . � /� .�:..- --' s •'.- Lu Jill z \ [L FI IF~ L c o-- � \ r Ct r- �o F ff x I III { I I I V)` I I \�1 �;, _ I Lu th CL j� 1 ro/ � '\� \ �� p\ �r�4;•�- \ _( Et / ) I � ApS N 12 x� � I � , j ---� ., �.`3S` E---" ,- "'�----�"--�-"'-- \ �. 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I Q DAILY GRIND L 125 RI0 RETAIL i l i � — -- — _— { 130SF 12005E I �r O_ 1 I 24" ADS P I l - ,3g' E - '_'_ "' -IN ' YEILD I.�6a.�0 I -- .{—.. 1� — 77'24 ---"_ --�_ -- _ S l SIGN ,� --Qi; _ / '•y'' �l �( �l \ I I � 1 DO NOT ENTER SIGN I LOADING AREA \ W --- ------------------- RB T I ION tR5 110' DRIVE TNRU LANE ' I ' 1R5 zz (� I 4100' STAKING DISTANCE a1 `1 1 23.045� 00 e W Q c� IR 2" DOM SERVICE r ��' I I 1 S N 3 W 3 �0 .� c� LINE t �r o, \I II ` x I 1 ? Q H QF cxREMA I IN6 all W/RAND �� y G� \ \ ` s• �. ` � � •� / �\ j '/ `/� .1� ��> /4 IZ+00 „ W �- W -- W ss 3r E „ SANI,TAW SEW TO �.� •�� \�'�� /\QQ' ." 8 W/M SDR 21 II +(Dm E RELOCATED OR g� ` «1 ' S, !� ' U Q�'N� �;r4eiJF. _ ,''� ` // �� \ rf }� / —0 KING I ANDOt ED IN PLACE 4 'x3�4' : GE � � � � � N SE Y,OUN OP L' L 4NE :2;I: N \RIGHT `" N cult ItIONoL TUNG NM ADHIKUSUMA� No. 026715 O ` SIGN '� ! I !` � ,4 � : ' : ' : STOP I' �., 1 l ... o :: TL .L'ANE I:: g��: T KING / ti ti GE �W \ ~ ��► \ i `\ \ \ �\ \ k � "' \ 51AMEASE xM1 \ 6 ANI 1 �Q N S1L ONNEC CN 7,200S.F.('I'W0 LEVEL) 3,60 S.F. BF (STORAGE) I ` \ ` cv - Al , \ i-\ IR GRIN ER PUMP REQUIRED OTHERS) (B( } COVEREIL D ! JS �% is0. Lu a a o •, � � O �� _ ~\� 'C\Y �"'' 'tom• J^ � ,\� , �`� � =� --^�' I� � f .� / � / w 107 D . \9KaN cj�C, imm lu CIA E c ' 8� � � • ~ .'.7 f Q\ �•. _— .. �i - C '��A \ I.11 < f Tj�, <• ," �1 r r\ — w i! . .<- �` , o ad ta p � p u� � �r.._ � � �;• ...- - ��,,.,�ss� W � � � �., } �•h- �,5�..—�--4� •y, ,�� H��Gr 35 /- �;a��U�G� � f La30 Q ul LL 15 0 50 do DATE: JULY, 2006 SCALE: 1" = 50' " ' ' ��' � \ �C // SCALE: 1" = 30' ��-��" ,, ;��=✓ �a �.� �' 2'�-\� 1 DESIGNED BY: JSM \ � J.i ' � FILE N0. 4021—P1 SHEET 6 OF 10 �' .J/�' �� —1 �,�•✓ it 06-56 N Al w V, 18 ilm 115 110 165 155 STM STR 1-4 185 11 185 STORM SEWER COMPUTATIONS Line ID Linel-ength Incr.Area TotalArea RunoffCceff (ft) (ac) (ac) (C) STIR 1-2 63.36 0 0 0 STIR 2-3 68 0 0 0 STR 3-4 134.74 0 0 0 STIR 1-5 54,83 0 0 0 STIR 5-6 194.64 0 0 0 STR-EX.25-7 46.2 0 0 0 INLET COMPUTATIONS IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevUp Inv ElevDn HGLUp HGLDn Grnd/RimUp Grnd/RimDn (min) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft/s) 0 0 0 2.8 0 0 0.73 4,33 7,92 4 18 0.57 762.11 761,75 762.91 762.75 767.23 767.58 0 0 0 2.3 0 0 2.38 3.6 4,57 3.5 15 0.5 762.65 762.21 763.54 763.31 766.4 767.23 0 0 0 0 0 0 1.22 1.22 4.59 2,07 15 0.5 763.43 762.75 763.9 763.7 766.1 766.4 0 0 0 1.1 0 0 0.82 4.55 6A7 4.71 15 1 762.55 762 763.4 763 767.9 767.58 0 0 0 0 0 0 3.73 3.73 6,16 3.86 15 0.91 764.42 762.65 765.19 764.01 767.5 767.9 0 0 0 0 0 0 1.9 1.9 4,56 2.05 15 0.5 763.11 762.88 763.91 763.88 768.43 767-73 INLET NUMBER 4 LENGTH 0.0 STATION DI-1 TOTAL PEAK DISCHARGE = 1.22 (cfs) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL DEPTH OF WATER (ft)= 0.16 PERIMETER OF GRATE (ft)= 6.40 AREA (sq ft)= 2.00 INLET NUMBER 3 LENGTH 0.0 STATION DI -I TOTAL PEAK DISCHARGE = 1.65 (cfs) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (ft)= 0.25 PERIMETER OF GRATE (ft)= 4.50 AREA (sq ft)= 1.16 INLET NUMBER 2 LENGTH 6.0 STATION DI-313 TOTAL PEAK DISCHARGE = 0.73 (cfs) GUTTER SLOPE = 0.0117 FT/FT PAVEMENT CROSS SLOPE = 0.0177 FT/FT SPREAD AT A SLOPE OF .012 (ft./ft.) AND 0.53 (cfs) IS 2.32 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 9.60 H (ft) = 0.450 DEPTH OF WATER (ft) = 0.10 SPREAD (ft) = 5.81 INLET NUMBER 5 LENGTH 0.0 STATION DI-1 TOTAL PEAK DISCHARGE = 0.82 (cfs) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (ft)= 0.15 PERIMETER OF GRATE (ft)= 4.50 AREA (sq ft)= 1.16 INLET NUMBER 6 LENGTH 0.0 STATION DI-1 TOTAL PEAK DISCHARGE = 3.73 (cfs) XXXXXXXXXX GRATE INLET IN A TRAPEZOIDAL CHANNEL XXXXXXXXXX DEPTH OF WATER (ft)= 0.42 PERIMETER OF GRATE (ft)= 4.50 AREA (sq ft)= 1.16 INLET NUMBER 7 LENGTH 12.0 STATION DI-313 TOTAL PEAK DISCHARGE = 1.90 (cfs) GUTTER SLOPE = 0.0312 FT/FT PAVEMENT CROSS SLOPE = 0.0230 FT/FT SPREAD AT A SLOPE OF .031 (ft./ft.) AND 0.95 (cfs) IS 2.53 (ft.) XXXXXXXXXX CURB INLET IN A SUMP XXXXXXXXXX P EFFEC. LENGTH (ft) = 15.60 H (ft) = 0.458 DEPTH OF WATER (ft) = 0.14 SPREAD (ft) = 6.13 185 185 185 W/M TO FIRE N'rDRANT f NORTH EIA5T CORNER OF BANK BLDC a 18� I � q 9- PROP. GRADE 19 I: q OF W/M I 9p 110 .. tl � _ 110 I I / � EX. GRADE 1. 48' MIN CA (� �a 9 165 3 1 1 1 1 a ) 160 6" W/M 5DR 21 PVC 160 w z 155 y_ ;155 o� Q z (L 1501 } 150 w I- Z u e e 145 9+50 10+00 10+50 11 +00 150 cA r ( 750 ,n - -- ----- 1�a _ r 6' Ln 150 - - 750 ism I (L v) N9� i� fir_€ _ ��Q�� \Q� (�� X r ° r O - r it -„ I u a� u fl n�4 tL It _ If 73 " Z Z O ) Z -zn Z Q i Q a Z O m Z i tip z�Z crl _ ----� ")>X - - > 0}}�>>I-z-z z �II�n-z}Z1454145 w 145 z 9+50 10+00 10+50 1140 11+50 12+00 12+50 10+00 10+50 11 +00 10+00 10+50 I I +DO 11 +50 12 +00 12 +50 5TM STR EX. 25-1 5TM 5TR 1-(o REMAINING PORTION OF LINE TO BE ABONDONED IN PLACE PER FC54 REQUIREMENT5. 115 � � I 8" W/M 5DR 21 PVG I � i I 1 1 i 0 Z W W z z W `\2 o cc ,r, cc c a° �� a tw CO `n 1 . I rn yo I c, LO l \ W �� 00 W � to an �! ., a x¢ Fri V z; rn ^ �4 N N v a W co L I 1 z "V ti O 160 . _ I . _ . - i .---__w 160 LLI W a i i 9 155 150 _ C1 X W _ 150 E- ---Q U _ m cn i to 1 w Q ZQ� O (L " �i ... r11 � � � _ I I it e a ' s vt I �� i OF 145 w >n ►n �n m cn _ ;145 h 9+50 10+00 10+50 11+00 11 +50 12 +00 12 +50 13 400 O U TUNG NM ADHIKUSUe No. I026715 °'!�s�D ( 1110 (� J `STOICAL go L� � CV C6 m � �22�1.5'i% 501- l0" PVC �@ 1,59% FREDR1G<TOUJN Ci�O551NG OUT FIAFGEL ROOF Drain 5Chernatic NT5 0 z W O E- E- > Q L V E. a H O O E-1 0i -+ W �D Q 0 4-4 w W 0 w cr u DATE: JULY, 2006 SCALE: H: I"=50' V- 1 = 5' DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 7 OF 10 06-56 H • t L, ;s yr. \L iX-5 N O V} 0 I� �I � 20- 64N E E5h'I r. L11J_L__ -_ _ ' �\ rie� ir I fy—r-1 Ty I e 5 00 aoR j7 I';�t°'• CUSS ' LE I�_ - - �T oLiTl�o — 1�-k�l_D AREA lu U - i •-CC.� la , 1- iql z THE ^ { U 1 DAILY L - { 25' T PITA RETAIL. { I 13003F 12D� f" I,SIJD �F. � - 'CAR, 24 �. Ylrllw� F - E �fET —• tIOT •_ 4 l N'' -�. iCIN+LOADING CK r.t IV- THRU LANL �(/ J�Ou_tS) AT ��' STA,€G€N D15TANCE /' A }\ �p� \ — - ..f_ I {<' 1 III 1 „ �� %�` f . 23 0, ul M S DOEPVIGE-----__- / C3 -- p tu -_..''.. CP ` / r ...h I !t!' - I -�� W -T - W W 12a,00 11+00 M �-. '�t ,, �:�•,' .� � �� .^ --- --- •''I-�la� J-��•Gt -1" �'`- 111 �' � � t ^\'� �r�f t �`� ah �r -i►-j r - --- -- :��t Lr��IE �---- _ -._ s�1 `�.ii �y� 'KING !DP ERVICE TL L�N>✓ 2 .€: ICI �WT 2 KING �2"p0 S 3 5IGN� i I- •" 1(0 TL L 4rifr i; : g °SPA iNGl NCE \1 �,� < •'L♦� —.� C �.� T .... T,. ;�.....`iY�i`CFui.6G:G31t::L::S::�•..aiL:::'lal�` ___ ._ a..1 \ /,� 4 k, }o�1F' ' '/ `\\ \ / f fir• �KKr``� / ` \ __ j`. g� _ K II�. V- 1'• TE rh,.., y 1\ \ /.•� Z ,�.y�� ' / �- Vi / \� s \ , 7 2 C1S.I . T li9 LEVEL)\_ .. 3,609S.F. BF (S"`PORAGE) R LK tip° xsv�.u'u•�.a:'aaa'-au•.�.e.,,•.•-ura•,�wG,. xam'isa'h:.i,�r -. � �� - \ � _ /' ' `'1\ �c�`':�. \ '\ � � �. \ � •��+`�,' �' ' �' Ira (l�l�;' \ 'a !' 1� � � \ �0_ C?Cp ,.ate` \� `j� \ (3 \\�.r '•' `\ �1 �;,\ y v / \ \ 1\ _.,_ - \� \ Iti 41 Fro �� ,tl' �\ �3�r l , �- 24es- r4 /art}" lu fyI- �lu <I 4) _0-t Z> lu iLI k� Q �Q n� M G / l� 0 1, C:) qi f I i 115 O00 CO O SIN OR TIE 10SE WITH TIE STAKES ) TO FIRM SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL S AND BUILDINGS DIG HOLE 2X-3X ROOT BALL WIDTH q q TREE PLANTING - VERTICAL STAKES TREES <4' CAL. SCALE: NOT TO SCALE DO NOT PRUNE TERMINAL PRUNE DOMINANT LEADERS LEADER OR BRANCH TIPS PRUNE RUBBING OR CROSSING BRANCHES DO NOT STAKE OR WRAP TRUNK UNLESS NECESSARY PRUNE NARROW CROTCH ANGLES AND WATER SPROUTS REMOVE TAGS AND LABELS CUT AWAY ALL BALLING ROPES . PRUNE BROKEN BRANCHES TOP OF BALL IS TO BE 2" EXISTING GRADE PRUNE SUCKERS REMOVE TOP OF WIRE BASKET 2"-3" MULCH KEPT AWAY FROM TRUNK — — I I III IIIIIIIII II I I SOIL WELL TO CONTAIN WATER I I1'l�o- :{.T•. :?..•(.�``.:�, I I-ll WIDEN AND SCORE 11I1l '—! UNAMENDED BACKFILL SOIL HOLE WALLS —f II J--I 11I �1lJ— 1!—ll WATER TO SETTLE SOIL Jill REMOVE CONTAINER AND I—III—IIIIII�III�III�III— =11 AREA FOR WATER DRAINAGE CUT CIRCLING ROOTS IF CONTAINER -GROWN OR AS LEAVE SOLID SOIL PEDESTAL - DO NOT MUCH BURLAP AS POSSIBLE DIG DEEPER THAN BALL DEPTH 2X-3X BALL DIA. t TREE PLANTING DETAIL TREES <4' CA,. SCALE: NOT TO SCALE A55 BOTANIC NAME COMMON NAME QUANTITY 51ZE AS Ace saccharum "Green Mountain" Green Mountain Sugar Maple 9 (parking) 2.9" cal 545 CF Cornus Florida Flowering Dogwood 19 (perimeter) 2" cal B4B CK Gornus kousa Kousa Dogwood 15 (perimeter) 2" cal 545 JC Juniperus Chinensis 'Frultlandil' 1 Fruitland Chinese Juniper 7 96 (parking) — 3' HT 545 INTERIOR PARKING LOT LANDSCAPING (165-27EXIIXb): I TREE PER 10 SPACES 81 SPACES PROP05ED/ 10= 8.1 OR 9 TREES PROVIDED PERIMETER LANDSCr4i='INC3 C1ro5-27-(E)(11)(a): (,i,383 IMPERviou5 AREA I TREE m 20005F ,FOR 15T 100,000 5F OF IMPERVIOUS AREA / 2000 = 34 TREES PROVIDED NOTE: *THE PLACEMENT OF TREES SHORN ON THE PLAN MAY CHANGE AT THE FINAL FUTURE SITE PLAN STAGE. THE OWNER RESERVES THE RIGHT TO RELOCATE 7REE5 TO MAKE THE 51TE 45GETICALLY PLEA5ING, *ALL PLANTS, SHALL CONFORM WITH 165-365 OF THE FREDERICK COUNTY ZONING ORDINANCE .AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRiTING BY FREDERiC< COUNTY PLANNING DEPARTMENT. GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, to be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing; takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make eve reasonable effort to find the P P tY every material s cified b the architect. The landscape contractor may offer substitutions to P Y P Y the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions, SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contractor shall notify utility companies and/or the general contractor in advance of construction to locate utilities A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall notify the landscape architect and owner. If they deem necessary, the plants shall be relocated, the contract shall be ,adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. All plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Any material that is 25% dead or more shall be considered dead and must be replaced at no charge. A tree shall be considered dead when the main leader has died back, or 25% of the crown is dead. C. Replacements shall be made during the next planting period. D. Replacements shall be of the same type, size and quality as original species unless otherwise negotiated. STANDARDS A. Plants will be in accordance with the current ANLA's Standards and conform in general to representative species. B. Balled and Burlapped (B&B) LBalled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball sizes shall be in accordance with ANLA Standards. 3. Caliper and Height Measurement: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" above the ground level (up to and including 4" caliper size) and 12" above the ground level for larger trees. For multiple -trunk trees, height measurement shall take precedence over caliper. C. Container -Grown Stock 1.The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the same standards listed in B.3 above. The root system of container -grown plants shall be well - developed and well -distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp blade, snake 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material froth drying out. The coverng shall comply with state and local laws pertaining to the transport of materials C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24-hours without adequate water to insure roots survial. INSPECTION a. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. b. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. c. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub or tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. 720 PLANTS REQUIRED BY ZONING ORDINANCE 811 PLANTS PROVIDED ON THIS PLAN 0 H H Q W W Z WCQ o L0 CD CC) C\2 -1 > CQ I a�C° �> do I x in� N UA U cn a� 10, •d N ✓, > t).0� l5 W Co G� OF �, f O �G' TUNG NIKI ADHIKUSUMA� No. 026715W o��s� vl l�►'b� ��- SIDNA L 0 Z CO C0 OE U U.JF1 ILI 0Q E-+ �Z<�� O 0 E- U il� O J U� � U U 0� W W O 0 W cc u DATE: JULY, 2006 SCALE: 1" =: 30' DESIGNED BY: JSM FILE NO. 4021—Pl SHEET 8 OF 10 06--56 r r L 0 U O 0) .a) 0) W C0 a) a) Ai CD 1&2 COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS COMBINATION UNDERDRAIN CO-2 ON FILLS CUT GRADE Unless specifically indicated, III)located at this FILL COMBINATION UNDER N combination underdroin will when pavement design is CENTER LINE SECTION CENTER LINE SECTION accordance with Typical Section (With Typal Select (With Type I Select Mat 1) IV below. PLAN VIEW SHOWING PLACEMENT OF PLAN VIEW SHOWING PLACEMENT OF STD.CD-1 UNDERDRAIN UNDERDRAIN OUTLET CD-2 UNDERDRAIN TOP OF CIIT MARKER DETAIL oo� 4"x8"1 /32" Min.Steel Aluminum or TOP OF CUT OKAl or .080 inch Min, steel rivets or Aluminum Plate bolts compatible • with poet material DIT U-Ty a Rolled 4' a• LINE Roll Steel Post at 1.33 lbs./fLor Aluminum Alloy 3'. 6063-160 .78 Its./ft. Steel posts and plates to be pointed or galvanized in accordance with the spec. If painted the final coat shall be No.13 aluminum paint or No. 11 white paint. M rk t b I d t tl t d f CH E TOE OF J TOE OF FILL SHOULDER LINE EDGE OF PAVEMENT �90 EDGE OF PAVEMENT SHOULDER LINE FILL DTP a(� ( a ar o e pace a ou a en o TOE OF FlL all underdroin installations barring O locations when underdrain is tied #'�� Into other drainage structures or as GO J directed by the Engineer. Nole:Where Select Material Type I or III is not used, the 12• dimension will apply from the bottom of the subbase material. Where subbase material Is also not used, the dimension will apply from the bottom of the pavement. Subbase MIMI Saba Mat'I. Shouben Paved or Unpaved (Tye s) GENERAL NOTES CD1 be substituted for CO2 or vice versa and sh°u be eanstmete° at the approximate NON -PERFORATED OUTLET PIPT sw�et Matl' location shown on the pbm or as directed by Na {Type I a sl) Slope porellN to pavement Englina r. MI pipe to be e' unles. othsrwiss noted on pans. Trench shall begln at the edge of pavement and shall be placed on a grade parouel to line shoulder slops. lM curb and gutter sectlone, Metre It In Impossible to otherwise proHde outlet for underdmine, they ors to be locatsd .o a. to drain Inlets or manholes_ HALF SECTION HALF SECTION TYPE I SELECT MATERIAL Povement TYPE It SELECT MATERIAL Granular SubbaseW3_41_ Surface & Base \_____yCranulor Subbase SM,Mat'I. Type- Subbase & lu Sal.Mat'I. 1 Srertil'l. Type u 12• No.8 or No.57 Aggr. TYPICAL SECTION I TYPICAL SECTION II Pavement Granular Subbase Granular Subbaae Surface & Bass (Cement Stabilized) If It Is necessary for the to outfall Into a cut Subbase pipe « Subgrode Stabilized s Stoblized Su rod ' ditch, the ditch It to M deepened If and as Wall Thickness (min) inches. (Cement or Lkoe) Su rade Stabilized \\`�- og the in.er. directed by Er+q * *Tested according to ASTM D 4212 of Sx deflection. No.B or No.57 Aggr. (Cement or urns) On euperelevatad section., trench Is to be under TYPICAL SECTION III TYPICAL SECTION IVImUrs pavem.nt area with pipe on low side only. Hop. to outside shoulder METHOD OF DRAINING TO OUTSIDE OF DUAL ROADWAY SPECIFICATION SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE REFERENCE 240 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 501 502 108,04 Type of Pipe Crushing Stren th LBS LF 6.1.0. Vitrified Clay1000 Concrete 1500 Corru oted Steel IPSI* Corrugated AluminumAs halt Fiber 1400 70 PSI # # NOTES Shaping of manhole and Inlet inverts In accordance with this drawing P 9 9 Is to apply to those structures specified on plans or where invert of pipe Is above Invert of structure. Manhole of drop inlet is to be formed and constructed In accordance with applicable standard or special drawing. The invert shaping as detailed MH-1 This area may t_ at the option of the contractor This curb may be used when design speed is 40 MPH or less on Rural highways and 45 MPH or less in developed urban & suburban areas. If these design speeds are exceeded Standard CG-7 is required. COMBINATION 6" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION Note: See St'd.SL-1 far applicability of safety slabs. Note: The top of masonry le to to left sufficiently low to permit proper adlust- B St'd. MH-1 Frame & Coverment of cover and frame to grade by ,--the use of mortar or brick as directed I by the Engineer. t- m "0 incise to contour 0 If pipe. 2 Oz-- ... • o All concrete to be class A3 + o at slab top as detailed an St'i Slope to drain to invert of M w 1 '_ MH-2 may be substituted for to section when approved by the e outlet pipe. o SECTION A -A St'd. St-1 When plans the Inv FHOD OF TREATMENT IN DROP INLETS tin_ � pin cc be shaped n accordance with S �\ A A Plan IS-1. Slope to drain to invert of outlet pipe. hereon Is to conslat of o Portland Cement Concrete mix conforming to Class A3 or Cbes Cl,0 except that 25X of course aggregate may be up to 4' diameter and consist of stone, broken brick, broken concrete, / ^ .p .•,..:!..._ . r rk I nil or broken concrete block. The surface shall ga lest smooth in moo _,ry,l••v ,.,:. o had trowelin None of the coarse aggregate shall remain exposed. / �rti- :V-+; Ur.•J•.-. . f n 9 99re9 Pa I •,. Detoila of Invert shaping as shown hereon are for example purposes only. •'� 'r'': .1' '�'• Each manhole or drop Inlet is to be shaped individually to best fit the Particular Inlet and outlet configuration and flow lines. SPECIFICATION REFERENCE 302 v-1 [V O 0 PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS VIRGINIA DEPARTMENT of � TRANSPORTATION I' ' ��w.amrw..IM��ll�l�-• The bottom of the curb and gutter may be constructed parallel to the elope of subbase courses provided a minimum depth of 7" is maintained. For use with stabilized upon -graded drainage layer, the bottom of the curb and gutter W= be constructed parallel to the slope of subbase courses and to the depth of the pavement. Note: Combination curb & gutter having a radius of 300' or less (along face of curb) shall be paid for as radial combination curb & gutter. This item may be precast or cast in place. Concrete to be Class A3 if cost in place, 4000PSI if precast. Sheet 1 of 5 HALF PLAN VIEW HALF SECTION A -A 'r (WITH FRAME AND COVER REMOVED) T BRICK CONCRETE - r e I 'e ! Diameter x, 4'-8'+( x Wall Thickness) SECTION B- B BRICK CONCRETE OR CONCRETE BLOCK TABLE OF QUANTITIES * DEPTH BRICK MANHOLE CONCRETE MANHOIF BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YDS. CU. YDS. 4 0.5 0,785 1.437 5 0.7 0785 1,699 6 0.9 0,785 1.961 7 0.785 8 1.2 0,785 2.485 91. 0,785 2.747 10 1.6 0,785 3.009 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 2.8 0.970 4.541 3.1 0.970 4.903 [INIRREEII 3.4 0.970 5.265 0.45 - 0.582 MANHOLE FOR 12"-48"PIPE CULVERTS VIRGINIA DEPARTMENT of 106.01 TRANSPORTATION v ^ A < iu L m -I 9%-I 2'-7' -1 9%- I- 4'-2' PLAN (Grate Removed) A J CG-12A K SECTION STEEL -I-K SECTION CAST IRON IsK"x2K'x}4'-1'-3y2"2'-7' - 10'-4' Ion Lugs to be - 9 cast with collar NOTES One welded B 6 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS, 4 Joint L - FOR DEPTH GREATER THAN 10' USE STANDARD of-1A 8 - Optional 2. THE 'H' DIMENSION SHOWN ON THE STANDARDS Weld Brace Ribs AND SPECIFIED ON THE PLANS WILL BE all connectors 43.6Ibs. 88t3 Abe. iu MEASURED FROM THE INVERT OF THE OUTFALL to collar including Including PIPE TO SHE TOP OF THE STRUCTURE. connectors lugs PLAN 'H' DIMENSIONS ARE APPROXIMATE ONLY GALV STEEL or CAST FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE IRON %"xi%%4" lugs CONTRACTOR FROM FIELD CONDITIONS. K"x4' Stud Shear 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors I TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL B MATERIALS INCIDENTAL TO THE SHAPING IS TO BE SECTION B-B INCLUDED IN THE 810 PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL 8 3' PIPE IS HIGHER THAN THE BOTTOM OF THE 1 STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO � PREVENT STANDING OR PONDING OF WATER C"IIN THE STRUCTURE. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO -I 2K" I I THE SHAPING IS TO BE INCLUDED IN THE BID DIMENSIONS FOR PRICE FOR THE STRUCTURE. CAST IRON ONLY 5. STEPS ARE TO BE PROVIDED WHEN H IS 4 -D 4r-2• OR GREATER. FOR DETAILS SEE STANDARD ST-1. 2 -7• -I * 3' ao. weep hde B. THIS ITEM MAY BE PRECAST OR CAST IN PUCE. . 1/2' I_ t,_.-, 2}-6' I R 7. / 4X8' SMOOTH DOWELS AT APPROXIMATELY 12 C-C TO BE PLACED IN ALL AREAS ADJACENT 2" min. TO ABUTTING CONCRETE TO PREVENT CROSSWALK a( cdmr ADJACENT TO ABUTTING CONCRETE TO PREVENT 4'wbbZ _ !4%' depth All f l _" SETTLEMENT. IN LIEU OF DOWELS A 2' X 4' 1H L l raxe /78, width r O LI p FORNOTCH MAYALTERNATE DESIGN. SEE ST-D T-DI-3,4 >rh�'? -12'_ 12•-i5'-1e'or u' C C 8. 3' DIAMETER WEEP HOLE TO BE LOCATED TO L O O .a DRAIN SUBBASE MATERIAL WEEP HOLE WITH 'ERMISSIBLE 'ONSTRUCTION JOINT B 0' A TANGENT PLAN ® 7" WHERE STD. CG-3 OR CG-7 IS USED STD. CG-2 ® 6 12.1 % MAX. `- 48:1 MAX. OR CG-6 20:1 -� , SECTION A -A N 5 DOWELS, 5" LONG b 12" C-C PERMISSIBLE SLOPE 10:1 CONSTRUCTION JOINT MAXIMUM SECTION B-B baS4b LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY IMPAIRMENTS. NOTES: a THIS DESIGN TO USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) CROSSWALK REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FT. FOR NEW CONSTRUCTION, 6 FT. FOR ALTERATIONS. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SUP 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 I I 12-X12- PLASTIC HARDWARE CLOTH 1/4• MESH FINISH. RAMP SHALL NOT EXCEED A MAXIMUM SLOPE OF 12:1. cu SLOPING SIDES 0 CU RAMP OR GALVANIZED MINIMUM W C 0 CROSSWALK F CURB MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING STEEL WIRE, N MUM IRE R SSWALK E PERMISSIBLE CONSTRUCTION JOINT WITH S D O D O DIAMETER 0.03' NUMBER 4 MESH HARDWARE N 1 H BAR . � a ' CLOTH ANCHORED FIRMLY TO THE OUTSIDE d. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED 1- TYPICAL PLAC�MENT OF ME sTRucluRE. TYPICAL PLACEMENT AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL SECTION A -A I 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 AT INTERSECTION BE CLASS A-4. 1K=I I- -1• 2- I } (3000 PSI). PRECAST CONCRETE IS TO BE WITHIN CROSSWALK REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP 4 { 400o Psl. WITHIN CROSSWALK , CONCRETE QUANTITIES FOR MIN. DEPTH 1 - 0. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER 12" conc. pipe-1.440 Cu. Yde. Concrete MAY BE SUBSTITUTED FOR THE CAST IRON 15' cone. pipe-1.620 Cu. Yds. Concrete z•- __ -1 �. LUGS AS SHOWN HEREON. 18' conc. pipe-1.820 Cu. Yde. Concrete T - 24" conc. pipe-1.817 Cu. Yds. Concrete Add 0.489 Cu. Yds. per additional foot of depth. SECTION C-C SECTION D-D GRATE DETAIL APPROXIMATE WEIGHT Cast Iron Grote 363 t 18 Ibs. STANDARD DROP INLET SPECIFICATION REFERENCE 12"-24" PIPE MAXIMUM DEPTH (H)=10' VIRGINIA DEPARTMENT 233 of 302 TRANSPORTATION 203.05 T-DI-3,4 NOTES: See General Notes- Precast for additional details. CURB DROP INLET THROAT SECTION Concrete to 4000 PSI minimum compressive strength. St'd. IC-2 Frame and Cover Reinforcing steel In accordance with ASTM A-615 (reinforcing berg). Reinforcing in accordance with ASTM A-185 for welded wire mesh. Dowel Holes Dimensions shown are minimum. Actual dimensions S. see shoat may vary with manufacturer. 2 0 kJ0` 2 of 2 for alternate This unit may no used with all Standard 0I-3 & 0I-4 t VO'>rs detail. Curb Drop Inlets. from 2'-S. ' Each food blwrs)shall fr more to 0 loops in (111 aceshown. 0. !(� These loops may be used for lifting, and for Using in the poured in place gutter section. Face BlackFace blocks are to be eased with grout or see sheet 2 of 2 polyaulfide sealer. _ for allermole detail. Quantities shown are for manhole without pipes. The amount displaced by pipes must be deducted to ob- tain true quantities. A base thickness of 9" was used In computing concrete quantities. $Increments to be added for each additional foot of depth. Materials may be brick, concrete or approved concrete manhole block. If blocks are used the minimum thickness of some in to be 5". Other thicknesses are to conform to wall thickness shown for concrete. % 4 3 11 4 See Alternate Nose Detail A sheet 2 of 2. lten I 2'-1 1 O 4 Ban 45' 0 0 1 3 Ban 1 .1 5 Ban N 6' H 4 Bars _! See Alternate I' Deep Notch dries with manufacturer Detail B for Interlock I TrICAAL MlivimuM BAR REINFORCEMENT LAcotion of hole to vary according to type of inlet constructed. W-11 W-20 c f W-20 SPECIFICATION Sheet 1 of 2 REFERENCE 302 103.05 s , s STANDARD PRECAST TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION UFFER STRIP) 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 THE 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 AND ACCESSIBLE 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 DIAGONAL VARIATION OR AS DIRECTED BE THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP SREEREN E REFERENCE (ACCESS FOR MOBILITY IMPAIRMENTS) 50 VIRGINIA DEPARTMENT OF TRANSPORTATION A B -I 8 RECOMMENDED MINIMUM A - _ - A HEIGHT CHART L PIPE H DIMENSION SIZE CONC. C.M. 6 2-it 2-11 z c3 > 8„ 3'-1 1/4' 3'-1" m W 10" X-31/4' 3'-3' o QQ 12' Y-6' 3'-5' PUN (COVER REMOVED) M e 15' 3'-9 1/4" 3'-8" A-4'-4' (12"-36' Pipe) Q r.�j 18" 4'-1/2" 3'-11 B-3'-0' (12--36" Pipe) 21" 4'-3 3 4' 4'-2" MV-10' (42" Pipe) B-3'-6' (42' Pipe) 6" 3'-9' 3,-g. u- 8" 3'-1 1/4' 3'-11 roaR w w 10" 12" 4'-1 1/4' 4'-1' 0 4'-4" 4'-3' - 15- 4'-7 1/4' 4'-6' 18" 4'-10I/Y 4--g- oo m 21 5'-1 1/4' 5'-0' 10 I o 27" 5'-8 1/4' 5'-6' y slErS. SEE NOTE 5. o w 30" 4'-Ii 5'-g" 1/2' � 12" 4'-7' 4'-6' J 0 15• 4'-10 1/4 4'-9' w z w 18, 5'-5 1/2' s'-0' I a •• u I w,21 " 5'-4 3/4- 5'-3' I " Edw 24" 5'-8' S'-6. :.� ' '•..'. 00 27 5'-11 Tiff S'-9" c' �la� 30" 6'-2 1/2' 6'-0" SECTION A -A m rn m CAST IN PLACE 33" - 6534'6'3' FOR USE WfIH 12' TO 42' PIPES / 36" 6'-9' 6'-6' I o I 42' 7'-3 1/2' 7'-0' io 0 4R" 7'-10" 7'-6" RECOMMENDED MINIMUM HEIGHT CHART PIPE H DIMENSION SIZE CONC. CORR. METAL 15" 2 -9 2'-8' 18 -211 21" 3'-3 3 4 S-2" 27' S-10 3'-8" 33" 4'-4 J 4 4'-2" 36 - 4'-5" SPECIFICATION REFERENCE SPECIFICATION REFERENCE 105 233 241 302 503 01-7,7A,78 OTE 1. DEPTH OF INLET (� H0 BE SHOWN ON PLANS, 2. THE "H' DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN if' DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CON70NS. MAXIMUM DEPTH (H) TO 12'-8 . 3, WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDINC OF WATER IN THE STRUCTURE THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0' OR GREATER. FOR DETAILS SEE STANDARD 5T-1. 6. REINFORCED CONCRETE FOOTING MAY BE PRECCAST OR CAST -IN -PLACE. TWO LIFTING HOOKS FABRICATORS DESIGN TO BE PROVIDED IN PRECAST FOOTING. 7. 4' DEPTH AGGREGATE /68, 178. OR /8 X 6" WIDTH. B. 3' DIAMETER WEEP HOLE TO BE LOCATED TO DRAIN SUBBASE MATERIAL WEEP HOLE WITH 12'X12" PLASTIC HARDWARE CLOTH 1/4' MESH OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03', NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE), DETAILED HEREON, TO BE CONSTRUCTED, WILL BE AT THE OPTION OF THECONTRACTOR. 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND GRATE AND THE METHOD OF PLACING APPROACH GUTTER SEE SHEET 2 OF 3. 11. CAST IN PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 12. CONCRETE QUANTITIES SHOWN ARE FOR INDICATE) DEPTH (H) WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO OBTAIN TRUE QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT THE APPROPRIATE CU81S YARDS OF CONCRETE FOR EACH FOOT OF DEPTH 13. PAVED DITCHES ARE TO BE TRANSRIONED TO MEET INLET GUTTER AS SHOWN IN STANDARD PG-2A. 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. Increment per foot of additional depth (HI)f_o.382 cu. yds. (12'-36' Pipe) t 0.410 cu, little. (42' Pip.) Sheet 1 of 3 STANDARD MEDIAN DROP INLET VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 PLAN (COVER REMOVED) GROUT. ,,.,..,.., SHEET 2 Of 3) SrE NOTE e. LIFT HOLES 0 15. DI-7------- NO GUTTER 0I-7A---•--- SINGLE GUTTER WHEN DROP INLET IS ON A GRADE. DI-78------ SINGLE GUTTER WHEN DROP INLET IS IN A SAG BETWEEN TWO GRADES. 16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.01, FOR PRECAST GENERAL. NOTES, PAGE 103.02 AND FOR APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, PAGES 103.07 THRU 103.12. 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. Pipe Size 12" 15' 18" 24" 30" 36" 42" Minimum Depth H 2'-0 Cu. Yds. Conc. .947 1.045 1.143 1.339 1.535 1.731 1.927 W W Z WCQ O to C QCO � C\2 co to t10 Z "y ��I It W� 11) �(A (L) I W ooa) 04bo U to rl tor x-H � 0) E-i F•�1 0) O 01 W � op TT � fv TUNG )1IIKUSUMA No. 02CI715 6l ti �`sSIONAI, �G Z co C0 0 E_ �1 L ' WIx1.4 tu V Q Za1� �7' 0 F"H � O w E Q 0 wa W W U C)� OC w W 0 0 W cc um DATE: JULY, 2006 SCALE: NO SCALE DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 9 OF 10 06-56 O U 0 V/ W .0) W a) L IV LJ 10 11 L ----► Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) SMALL LARGE SIDE JOINT SIDE PVC DIP JOINT 6" 8' 10" 12' 6" 8" 10' 12' 6" -- 40 60 50 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 10" -- -- -- 40 -- -- -- 20 REDUCER O •f L �I as required concrete pad V-6' dla. x 6" deep finished grade 2' min. - 6" max. L I L 4' stone stone to be screw type >Nl minimum of 6' adjustable above top of base valve box locator marker stone stone In addition to restraining the connection, any joint that falls joint within the recommended length (L) shall be restrained. restraints RESTRAINED LENGTH OF PIPE Ft () PVC DIP 6" 10" 1 " 6' 8" 10" 12" 8" 1 O O 60 60 80 100 40 40 60 60::::::::::::::::::::::::::::::::::::::::.::::•::..::.:::::.::::..::':..:..:::::::::.:::. ::::::::':::: VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP 05 In addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) rT outlets (Lr) shall be restrained. A cross shall be restrained per a tee's requirements for Lb. A wye shall be restrained per a tee's Lr and a 45' bend's L requirement. RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 10 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 45' RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE �- L -I In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10' 12' 6" 8' 10" 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 1 20 20 20 20 20 20 20 71.25 20 1 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2011173 -3. SEP 05 SDR 35 spigot SDR 35 spigot by {� by gasketed SDR 21 gasketed bell 45" bend bell adapter r --1 3' minimum �{ SDR 21 gasketed SDR 35 8' x 4' pipe and fittings 0J gasketed bell wye SCH solvent weld cap property no finished M-T grade 18, I --I location marker 5' 36' min. cover stone............................ treated 2"x 4' with - top 6' painted green 4' pipe at 2.00% minimum grade SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 DOWN BEND DEPTH 4 E:. MIN. Imo- Ld mechanical joint swivel tee with 6" branch FIRE HYDRANT ASSEMBLY _10- SEP 05 finished Yy, UP BEND DEPTH DOWN BEND RESTRAINED LENGTH 1/1 Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and tt other points down. On up bends, one joint faces horizontal and the other points up. Each side of any / vertical offset bend shall be restrained. In addition, any UP BEND RESTRAINED LENGTH joint that falls within the recommended length on each side of the fitting shall bo restrained (Ld, Lu). 0 RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN. 5-12 FT. 4 FT.. MIN. 5-12 FT. SIZEInVE DEGREE OF BENDS Ld (DOWN) Lu (UP) SVE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6 P4C D IP 4 .5 & 11.25 5 22 20 20 1" PV C VC 22.5 & 11.25 ZO 20 8' PVC 45 40 20 10' DIP 4.5, 22.5 & 11.25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 11" PVC 22.5 & 11.25 20 20 10" PVC 45 40 20 12- DIP 22.5 & 11.25 20 20 g.. a" VERTICAL OFFSET RESTRAINED JOINTS -4- nenaral h-k-fill STANDARD 3OF3 SEP 05 24' select backfi II 6' All backfill to be compacted to 95% of ASTM D698 maximum density. 6' 24' select backfill s• CONCRETE ENCASEMENT TRENCH & BEDDING -1- y SEP OS METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8' x 3/4" or 3/4' 18 In. Die. Non -Traffic 74M32CRG Traffic A32HH-T 1" 24 in. Die. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lid) Traffic I MC-30 (Frame) WITH RML-12-T (Top Lid) treated 2 x 4' with meter box top 6' painted blue and cover finished grade -sidewalk -I+ 5ft 1-24" if, meter by 18'-21' `-finished 3' stone F.C.S.A. ;;�\ 14 grade surrounding 36' box 38 ......... ' 1" CTS polyethylene ..:. ::::::::': tubing (PET) 200 psi with SS Inserts / i r:i 12' tio at all connections / / saddle with min.' 8' an \ r O \ Corp stop ...... ......................:: \ stone Opposite Side ir:4 :ii: r::': 12 gauge insulated copper wire for line Same Side 1' coupling tracing, taped at 10 (PJ X FIP) C14-44 foot Intervals with SS Insert and MIP plastic plug COPPERS meter size Opposite Side Same Side x 3/4' VBHC72 -10D44- -10WD-04 44-845/8' 3/4" VBHC72-18WD-4444-B4 VBHC82-18WD-4444-B4 1' VBHC74-15WD44-44-B4 -N/A- INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to installation. 2. Water service crossing street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from Corp. stop to Into the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle ball valve). 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION '7- SEP 05 finished 1 6„..,1 grade I top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" min. above grade in undeveloped areas) square skid pad 6" thick around manhole frame in developed areas 3/4" x 2" butyl e .4. joint sealant adjustment rings (11" max.) 35" max. , 24" min. in undeveloped areas 3/4' concrete anchor ° bolts (4 each) �.. concrete ASTMC-150 e'. finished 4000 psi grade _T 12" or 1 a" (typ.) waterproof coating 1"nominal size butyl jdnt sealant applied between ° joints and on exterior side of joints joints are to be sealed with "0" ring gasket �. ' •'° , variable 4',0 pipe to manhole connectic:+: to be by flexib!e sleeve invert channel to provide a ', 4 smooth transition in to out.-4'-0" 3'-0" min. for all connections : ' ' 2'-0"max. max• precast invert or grout top of bench to be bottom to form channel `' ''�. �,='>;y'�� ' D/2 ''. �' d ;� same elacaiion as top ^.W ;• . .r';t `l.Lh•*::4 W of pipe •.e� •4 . ' 6" bedding stone y::rrri:•r:•:as�•:•:•r::�rri:Till:ii•:•r i:•:i{cir:•:•rrr.i•tr.•: •r':i•:•tr:ii•rrrc-rrir: c•:i:iii:': NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation, 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top shall be used if height from invert out to rim Is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 4" REINFORCED CONCRETE 3000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE SITE PLAN 1/4" = 1' 'o. d e'. o a' 411 d 0 0$ W41"I I( I �1-1 COMPACTED SUBGRADE (90% DENSITY) CONCRETE SIDEW,4LK DETAtIL (NOT TO SCALE) SECTION A -A WHEEL STOP DETAIL NOT TO SCALE VADTH VARIES [_ (SEE SITE PLAN) 6 WIDE YELL( t� STRIPE (TYP.) 2' WIDE YELLOW PAINT STRIPING 4' O.C. O 45- LENGTH VARIES (SEE SITE PLAN 53" STRIPE -- TYPICAL CROSS WALK DETAIL N.T.S. SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. SIGN (SEE DETAIL) FC OR EP WHEEL STOP 2' WIT T STRIPED AREA I"X4"X4'-8" SLATS, 2-FINI5H NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST 4"X4"X5' POSTS 125" r NOTES: I. PRESERVATIVE STAIN ON ALL WOOD.ILI COLOR TO MATCH THAT OF BLDG. - = e 2. FINISHED SIDE OF FENCE SHALL FACE J ADJOINING PROPERTY, IF APPLICABLE. COMPACTED GRAVEL - = 1=iTi- WOOD FENCE DETAIL OR APPROVED EQUAL FOR_BOTI4 DUME5TEIR ENCLOSURE AND PERi1 IETER FENCING HOLE FOR C (TY BOARD ON BOARD NOSE DOWN CURB TRAN51T LIGHT COLORED REFLECTIVE BACKGROUND MAT'L. I 12„ I "I DARK COLORED 2" LETTERS & 3/8" BORDER RESERVED INTERNATIONAL SYMBOL PARKING OF ACCESSIBILITY 6 [_6 NOT TO SCALE DUMF6TER ENCLOSURE DETAIL NOT TO SCALE 24"1 9 DOWN CURB TRANSITION WIRE MESH REINFORCING V.D.O.T. ROAD AND BRIDGE STANDARDS SECTION 301-04 CLASS A-3 CONCRETE " BASE 21-A COMPACTED SUBGRADE (COMPACTED TO (35% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM-I METHOD) T A&H t-1 T R U 5 ,� D E �R fi D (NOT TO SCALE) Q 4.0' MIN. 7.0' MAX. HANDICAPPED DISPLAY CONDITIONS SYMBOLS 8' MIN. UNLAWFUL PARKING IN THIS 4" STEEL PIPE FILLED WITH CONCRETE SPACE IS SUBJECT TO A FIN OF DARK COLORED REFLECTIVE 8' AN ACCESSIBLE SPACE $50.00 TO 100.00 BACKGROUND MATERIAL 5' FOR REGULAR SPACE HANDICAPPED PAR<NG DETAfL NOTE: LIGHT COLORED 1" LETTERS RAMP FOR HANDICAPPED MUST BE LOCATE[ AT SAME POINT ADJACENT TO THE 8' AISLE 5�40EEING CENTER T"rFICAL FAVE1 IENT 5ECTION NOT TO SCALE LIGHT PAVEMENT/Pr4RKING 5ECTION 1.5" SM-9.5A SURFACE COURSE 3" BM-25.0 BASE COURSE SUBBASE VDOT STD. GR-2115 =I I I=I I I- 111 ==I I I=I I I=I I I :-COMPACTED SU =111=IIIBGRADE i-ITT-III-I i 111 I-i i I_ITI-iTI-ITT-1 (COMPACTED TO 95% DENSITY AT OPTIMUM M015TURE CONTENT VDOT VTM-I METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 10. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PvMTSEGT Y" DOME GC KC-1 57D. STEEL PIFE (1/4" MIN. WAI-I- VHIC 56)) CONCF4ETE HLLED 6~T IN CONC. FTG. PAINTED - P-1 6" I O. C.ONC. D __ITIKCs 4" MIK fz" L, LA R ID FI) F_ T A 111. in = 1 t+011 W W Z W Q co � co �. � cc)O Rom '� Z~' SIC x Ln W �) Q) LU 4 tfJ t10 U 104 Q) I .to -I E- w h M Q) O (L) >, .d tan I~ :J W UJ z 0 F-4 Y) NW W C L OF Pj U TUNG NIIQ 01-HKUSUMA9 No.02:6715 �SIONAL �Cs Z t� W W OE CH� U E4> W v H Q E--( o w Q O J U W w Q U �� r W C W LL DATE: JULY, 2006 SCALE: NO SCALE DESIGNED BY: JSM FILE NO. 4021-P1 SHEET 10 OF 10 06--56