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HomeMy WebLinkAbout21-01 Westminster Canterbury (additional cottages) - Gainesboro - BackfileWaiY 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 Siltation and Erosion Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 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 (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail 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. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Mdnual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 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. 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 Frederick County and/or the Frederick County Sanitation Authority. 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. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site 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 gravesites are discovered during construction, the owner and 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 by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a regi. eyed professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has ben prepared, it should 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 day^, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in ar, emergency condition. Water/Sewer: Frederick County Sanitation Authority Power: Allegheny Power P.O. Box 1877 P.O. Box 1458 Winchester, VA. 22604 Hagerstown, MD 21741 (540) 868-1061 1-800-654-3317 Phone: VERIZON Gas: Shenandoah Gas Co. 600 E. Main St. P.O. Box 2400 Richmond, VA 23219 Winchester, VA 22604 (540) 954-6282 (540) 869-1111 MISS UTILITY 1-800-257-7777 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. 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. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. 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 IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. 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 are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" 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 Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 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 acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way muist be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions 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 pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING INTERMEDIATE CONTOUR 33 EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EXISTING EDGE OF PAVEMENT EX E/P PROPOSED EDGE OF PAVEMENT PROP E/P EXISTING CURB AND GUTTER EX C&G PROPOSED CURB AND GUTTER PROP C&G CG-6 CG-6R TRANSITION FROM CG-6 TO CC-6R EXISTING TELEPHONE LINE - PROPOSED TELEPHONE LINE - EXISTING STORM SEWER rti EX. 15" RCP PROP. 15" RCP PROPOSED STORM SEWER rti -- EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE r PROPOSED ELECTRIC SERVICE P1 ^ EXISTING GAS LINE s PROPOSED GAS LINE -c PROPERTY LINE - FLOW LINE FENCELINE x EXISTING POWER POLE -Q- EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE i T w i PROPOSED WATERLINE W/ TEE w ' T' w w EXISTING FIRE HYDRANT C& EXISTING WATER VALVE w--a w PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER w STOP SIGN HANDICAP RAMP (CG-12) DENOTES LOCATION OF STD VDOT CG-12 AND4OR JURISDICTIONAL STANDARD AMP CONSTRUCTION PARKING INDICATOR Al2 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT 'LOCATION HANDICAP PARKING H/C VEHICLES PER DAY COUNT 100 PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN + PROPOSED, SANITARY LATERAL CLEANOUT -•---� SANITARY MANHOLE INDENTIFIER 12 STORM DRAIN STRUCTURE IDENTIFIER O EASEMENT LINE CENTERLINIE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE DRIP LINE EXISTING TREE PROPOSED TREE 12.0 7153 15" OAK 15" PINE OAK TRIP GENERA TION DATA COVER SHEET CLASS USE PER PERSON NO. EMPLOYEES TRIP RATE VPD SITE LOCATION PLAN ROAD & UTILITY PLAN 220 APARTMENTS 23 INCREASE N/A 2.813 68 GRADING PLAN PROFILES STORM SEW. PROFILES EROSION & SEDIMENT CONTROL PLAN DETAILS DETAILS PUMP STATION DETAIL PARKING LOT PLAN SHEET 1 SHEET 2 SCALE 1 "=2000' ROME 31 STREET ADDRESS 300 WESTMINSTER DR. WINCHESTER, VA 22601 MAGISTERIAL DISTRICT GAINESBORO PARCEL IDENTIFICATION NO.. 53-((A))-63A LOT AREA_: 48.2747 AC (TOTAL -COUNTY ONLY) DISTURBED AREA, COTTAGES: 5.3 AC PARKING LOT: 0.45 AC TOTAL. 5.75 AC CURRENT ZONINGS RP CURRENT USE RESIDENTIAL PROPOSED USE._, RESIDENTIAL 18 TWO BEDROOM DUPLEX UNITS SINGLE STORY 3 THREE BEDROOM SINGLE UNITS SINGLE STORY TOTAL 21 UNITS REQUIRED DUPLEX SETBACKS: SIDE: 10' REAR: 25' UNITS ARE NOT INTENDED TO BE SOLD SEPARATELY HOWEVER ALL MINIMUM YARD AND LOT REQUIREMENTS CAN BE SATISFIED. MINIMUM LOT AREA REQUIRED: 5,500 SQ.FT. BUILDING HEIGHT: PROPOSED BUILDING HEIGHT 16' NOT TO EXCEED 35, OUTDOOR LIGHTING: STREET LIGHTING IS TO BE PROVIDED USING SAME LIGHT STANDARDS AND PATTERNS ESTABLISHED IN THE EXISTING SECTIONS OF COTTAGES. ALL LIGHTING TO BE SHIELDED TO PREVENT ILLUMINATION OF ADJACENT PROPERTIES. OPEN SPACE EX. OPEN SPACE 40.95 AC. = 84.8% PROP. OPEN SPACE 38.34 AC. = 79.4% ENVIROMENTAL FEATURES FEATURE EXISTING ACREAGE DISTURBED PERCENT FLOODPLAINS- 0 0 0 LAKES & PONDS 0 0 0 WETLANDS 0 0 0 SINKHOLES UNKNOWN UNKNOWN UNKNOWN NATURAL S,W. DETENTION ARE/'IS 0 0 0 STEEP SLOPES % 25% 5.7 A.C. 0.1 A.C. 1.7% WOODLANDS > '!'-% 31.7 A.C. 4.5 A.C. 14% PARKING LOT ADDITION LANDSCAPING REQUIRED: PERIMETER - 1 TREE PER 40' PERIMETER INTERIOR - 1 TREE PER 10 PARKING SPACES PERIMETER= 600'/40= 15 TREES INTERIOR=44 SPACES/10=5 TREES TOTAL=20 TREES REQUIRED PROVIDED: 20 TREES PROVIDED HANDICAP PARKING 26-50 = 2 SPACES REQUIRED 2 SPACES PROVIDED OF MARK D SMITH i; No.022837ol SI®Nay � SHEET 3 1 PROFESSIONAL SEAL & SIGNATURE SHEET 4 SHEET 5 THESE PLANS ARE IN CONFORMANCE WITH SHEET 6 COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE SHEET 7 IN THESE PLANS SHALL BE APPROVED BY SHEET 8 THE ZONING ADMINISTRATOR PRIOR TO SHEET 9 CONSTRUCTION. SHEET 10 SHEET 11 Project Name: CO PER SHEET WESTMINSTER 0 W UJ Z 0 M W 62 o to a 00 1.0 62 to CO � Z7 x CI �CQ W Q a� I Owner: Address, Including Zip Code & Telephone No. WESTMISTER .WESTMINSTER CANTERBURY WNc ESTER, VA 22601 ATTN: MICHAEL PEASLEY (540) 665-0156 Developer: Address, Including Zip Code &{Tel n. 300 WESTMINSTER" DR. .WESTMINSTER CANTER B U RY WINCHESTER, VA 2269UT 2 6 2001 ATTN: MICHAEL PEASLEY (540) 665-0156 Engineer Certifying Plan: Address, Including Zip Code &-TeI LrWW71n�V 151 WINDY HILL LANE .GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 APPROVAL ra4slt I/ ai FREDERICK COUNTY ZONING ADMINISTRATOR DATE * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL * F.C.S.A. APPROVAL VALID FOR (2) TWO YEARS FROM DATE OF APPROVAL DATE: 5/ 18/01 SCALE: N/A DESIGNED BY: AS/JAW JOB NO. 2039 SHEET -1 OF -11 I 4 ! MARK G. STEPHENWH 00,00. I V56 RES. V \,_.,.... lop PARK I NG LO FLAN SHEET,� O `rrr r ol (O$A ` \'%�~P 1' i / ! `�.,��-..cam-y, *� a.. "+!'!~`a+ tw----� /' • ,` ,��L / % " WA \y /r \�� • r � -'"' � I �?��, "_.-. ....-....-... �-'-• �i % � \ � � � \ ,.� of % \�,Ls " � �-.--__-�________�' •> � 1 � �--/-�" \\ ` , \ V`� ; it r ,/ • �s (6DI) GOTTAC2ES SI T F' PLAN SHEET #E3 r t u v rn ado j SCALE: 1 " = 100' NUMBER DELTA RADIUS ARC TAN GHORD BEARING GHORD GI 41.24'33' 40.00, 28A1 15.12, N 45.1210" E 28.28' G2 221.2447" 40.00' 154.57' 105.03' N 44.47'42" N 74.83' G3 77°17107" 50.00' 67.44' 3q.g8' N 52°42'21" E 62.45' NUMBER DIRECTION 015TANCE L I 5 7505651 " E 270.00' L2 N I6.33'18" E 372.g7' L3 5 60026Iq" E 272.20' L4 N 2q'33'41" E 150.00' L5 15 600261W E 400.00' Lb N 2q033'41" E 75.00' L7 5 5q•3620" E 225.00' LS 5 2q°04'5g" N 704.26' Lq 5 71'14'41" E 574.43' LIO N 46'24'26" E 15-1.50' LII 5 4q•0154" E 222.50' L12 5 44036'25" N 1237.56 L13 N 46.02'04" N 32.3q' L14 5 40040'18" N H4.42' L15 5 35.32'20" N 140.87' LI6 15 33°05'47" N 223.71' L17 S 04'31'25" N 132.Sq' L18 N 52'22'0q" N 356.37' Llq N 44°51'07" N 161.67' L20 5 81'23'50" N 13q.25' L21 N W44'44" N 38.34' L22 N Iq'52'52" N 25.00' L23 IN Iq°52'10" N 128.5q' L24 N 21.13'12" N 12q.32' L25 N 18.4357" N g2.55' L26 N 20'21'31" N 120.00' L27 N 15'36'22" N 50.04' L28 N Oq°42'20" N q.q8' L2q IN Og •36'08" N 58.10' L30 N 11'30'30" N 133.5q' L31 N W12'27" N 105.51' L32 N 24°2q 53" E 206' L33 N 14.1277" N g4.56' L34 N 0404057" N 185.gq' L35 IN 040011" N 241.b1' L36 5 78647'30" E 308.34' L37 N 0I.20'55" E 485.18' L38 N 36'04'55" E 684.85' Lag N 10°575q" E 77.8b' +/- W W Wc\2 O O CQ 10 O 1-1 a CQO ' �> x �� O LU U {~ E_ s~ c� U O 4) 40 F>. Wco ly- ks) z o Q 0 W 5 F a' W (j) cl m � V1 Q LU j O W v Pj MARK D. S -Tf 9 I No•022837 SIGNAL >n cr D 1- W F­� a Q � O E- Z F-i OW W co O � � Z W W Q Z' W DATE: 5 /18 /01 SCALE: 1" =100' DESIGNED BY: AS JOB NO, 2039 SHEET 02 OF 11 CURVE DELTA ANGLE RADIUS AR G LENGTH TANGENT CHORD BEARING CHORD LENGTH GI -120545-1" 55.00' bq.gq' 40.64' N 44025'43" E 65.3q' G2 q1°48'O-1" 75.00' 120.17' 77.40' N 53°52'0" E 107.12' G3 3805q'30" 270.00' 183.14' g5.5q' N 80°16'31" E 180.22' G4 55°03'23" 150.00' 144.14' 78.18' N 88°18'33" E 138b6' G5 36°57'43" 160.00' 103.22' 53.48' 5 82°57'36" E 101.44' G6 52°5q'21" 115.00' 161.85' 81.23' 5 74°56'47" E 156.14' G7 q6°31136" 220.00' 370.64' 246.61' 5 00°11'18" E 525.33' LINE BEARING DISTANCE LI N 07°58'15" E I7.57' L2 5 48021'07" E 45.00' L3 N I1°54'56" E 15414' J� D8. ?63 p TN I J STA. {+80.00 - K) �/ F.H. A55'Y.Lb C)` / M/C'q 5 R r�l 3A Q__ #3a s R- f U r C'� 4 .4 /F.F.= / 808.15 ri °R�ii _- --! 2O i 35 RE'E #3g 1q F.F.= j NOR7 53g_ ' \ , �j pd.. t-- / F.F.= y 807.0 FADe D 4 20A j'��, #40 / 808.15 ~ �l _ `/ ti I 5 ;. ,!y; j rr co� SAG �7RE7Y r/; r / r I 810.25 l 4 bir' � ,�' �� f� t 1 '-� -- _ ^ �R�A / ITT G ° r �•�l / ' ! l '- 7�17 -I 7 �_ #54 l'G. 77/ / GAR $3g,4 8�� TEE F.F.= 80,7.0 p6s` y u) J �� _ 3 20' SAN. 2 _ �11_ ` PROP. TREY sEN. ESMT. 15 bx /�• ��` I r } > i 1 r) « _~ - `�J S REENINC� RKtNG Au V1 �T 22.5* BEND ! 41 / x- z EX. &A5 LINE ~ n� TO PE RELOc�,AlT #42 O �, 22 23 ��� F.F.= F.H. 14 45 BE ,, w 805.50 # ASS'Y = 43 F.F.= F.F. a06.50 #44 808.g0 F.F.= e 804A3 PROP. x� ' // f SIGN STOP R- +5, d / • = PI GONN. �t 8"X8"X8" TEE i ``.5+g4.5g ELDERBER~ Y DR. PT _ 1+28 � 2 - 8" G.V. �.` 0+00 ELDERBERRY,•' GT. oX t G I = 0+ PPROX. END EX. 6" W/L 1 REMOVE B.O.,, ' J TYPIGAL LAND5GAPIN6 SGREEN DETAIL N.T.S. 10, �VIRGINIA PINE 5, O 10' NOTE: ALL TREES TO BE A MIN. OF 4' IN HEIGHT d 2" CALIPER AT TIME OF PLANTING. #55 F.F.= 805.5 1IA) #45 F.F.= 11.250 803.60 ( - 8 X6 REDU(�ER 22 21 �_7 ;---� II/40 BEND �„ G? 0 1- �ar_ /12 1 ' �►� % 'QQry o r ILJ I rr; o < 9 i = �� `% f s1 Ex STOP G 0 F.M. 450 BEND x 2 PARKING 5PAGE5 (TYP r yr a #46 F.F.= 00.50 0 tz 0. _X. FIF EEC. ST E1 I t y END STREET GONST. x H`r'DRANT I ICON 1 / ` 'STA. 12+67.47 � •;� I I �I -- -� __-- -� _s L / = �" END WATER LINE GONST..22 I/2� BEND j�. ..�� ® e \ � -' / TT APPROX_ STA. 13+65 t t EX. TU f' o „ C'01F u -- 4 - t / A -' .- ,�- -'Ex - - P�TE�-,_----" ----j+ Q IDEN EX. ELDERBERRY - l %' -X. S..LR>a E-T------ N ---r-_ R I VE TO 18' W I TH I 1 TAPPING- ---�O__,------ _..-,----- ( r , o o � t �; 1 I VERLAY. TAP B'i -�=_�='"a e o �-,._..�,,,.....� � ` -� \ ��;1r„,•• � f i APPROX. LOAT1 " -�---~~__--_'� � , � t'�,''""�-" �� •'1 r � � � � � � � r 1 � l `� l AY.. c� � EX. +� Wr`L c i L CATION t / 20 WATER EX. 1-I.H. .� � �i�"'y" l CB t�q4 PIS! 7�9 ZT, ,/, ••- A a #4-7\ F.F:= �i7.a3 (n F.H. #48 F.F.= 7g3.00 F.F.= 7g3b7 8 b" RED R o T I �* ly EX. 2" CAS X. 1N✓_51c�.05' 40 20 0 40 80 [•`' t t SCALE. I" = 40' / Ex. r? STONE KALI_ # 2 F. ._ 7g .00 IN kv- v#27 F.F.= 7g5.75 I I MIN. LOT 25' REAR SETBACK SIZE: 5500 S.F. MIN. LOT SIZE: 5500 S.F. I I TYPIGAL PARKING: ENGLOSED GARAGE AND 25'XIO' PRIVATE I i DRIVEWAY TO EAGH UNIT. 1 10' SIDE SETBACK 10' SIDE I SEW. LAT. SETBACK I TYp, I I I I I W/M TY I 10' GONG. DRIVEWAY 6.33 #2a IVA FGSA DTI DETA #30 #2q F.F.= i 1 ( 1 1' STREET \-- 10' RADIUS (TYP.) TYPIGAL DUPLEX LAYOUT N.T.S. 4/ NER PUMPSEE I SHEET IO ,O0 PRO PON i 48" RGP RISER i SEE DETAIL 1 41 z cc W W Z Z W o c0 0 mt acvco a� ' co tt� zx... �9 0� L0� W � � a� U �� Hw o� a) o w to Z o oQ z� �< � / 5 SL LL > Q 0 L z LU jy Q N _ Q -1 wQ w Q z kD k d Q w Q w tY v �-- �I O O O O O 'z O O ►n cv �� Q t � 6 0 40' EMERGENCY WEIR FGj P. �r/ MARK D. S 9 D oy No, 022837 sIONAL f t 1/ I In / GLASS Al RIP RAP E- J/. i I / 53-A-53 / KATHERINE P. VEBER / ZONED: RP U5E: RE5. / DB. 324 MPG. 188 NEF fi�Nrv� _ s � 20' LEVEL W U (� E- Z TSPREADER (� E-VE5GH SPEC. 3.21.2) Z Q �--, (,� w E-1 E­ p Cc dO UJ Q O �mm o W 0 U) NQ DATE. 5/18/01 SCALE: 1"=40' DESIGNED BY: AS/JAW FILE NO. 2039 SHEET 3 OF 11 f f4a _ / f / / f \ \ ...\ r / / J I 1�y - -_-- \ ~�\ //l;J /� / W 01 z el otj,�38 / I r l !1 "� ,' � \ ` _ �� f \ co _44�i+ _� � r \ f _ �p2 ~ \ \ /��, Cat -4 U�2 °, / / / / \ '� .\ \ r «.w — i \ J 804 aD 11 Rg � CAU j � j j / / fi �, \ \' J �\ \ +� H R F.F.-tko ,. f 1 f / F.F 7f \ 801.0 y y ! `.,♦�`��v I ! I I t >~ .1 o \ \ / \,/ / �iDw�_G J / . 3 PrI t: \ #40 1 b08.15� �"!� f - -j I I I ( _ \,�\\ `` \ / / / \ 7Y f s e bIO.25\\ 1 -f- /I / ;< �. ~�' �/ (1\\ 7�7'�c,�r 1 c� s�� / C` 80 �'' �`'�I 1 #3 t _ . = �\1� 1 �,� r \t1, ' \ '�- F �.''�� S 805.5 _��,\ 1 t, =, — _ 1 1 t t t t 1 \ \ t / % 1 '\ F- W w 77 '� � �� ; / / / ao�.o \ f y�\\\ \ r r _ - t } t \ t \ \ --1 ! -- - / z w° �. sq3 � / / F�, �, / / ^q� �- �., � `,` } y \\\ r{ � 1 / , t y 1 ` t \ \ �, � t w � / / � / j e� ��. �t .� �� - r ' Ira / a / � �� / t `�� .� ,_.,,_ ,, i \ ` -•---. \ \ \ J t 'tit � 1 ( � 1 � � N LU Y.._ L ._ PROP. TREE /YT- -~ . • �, / I (Ot` t t f t V -' ��. ,l + -/ /� .. \ \ \ 1 \ t t �♦ / I z z �„z,REEN i/ _ / \ _.. ' / (// / LL• (L/ < . - gip,ul EX. � A -4 r t'.:\ ,�,, `` �, ,� ••�' v .�� ♦ \ / I / ,>�' L / r�. z7 h't-' r -._.. I i t� `� �.. *, -. . \ � l 1 �,. ,' . i r J % / � � 1 I 1 t) \ \ \ ---- ,� ./ � � � � u i\,� ( / / �r / _ --- _ \ ( l #42 --_ �'` f 1•'i .� - '\ 5Irf b ) _../ t \, I t 1 ( / t \ \ \ \ ,U y p ►;,1/5"' � I (Y f / / `> ' ' ` .'3 — i i _.8 6 ' ) y '� FrF = I I 1 1 \ _S._ __��, r` ) (i } I ,(( ♦ � \ \� ` n Q o / 605.5045 a 1 t // / , v; `_ F ! ♦ r / f.F.= # 2 \45\ \ 1 \� - F. . = I \ \ \ -~ / / / / \ \ J` \ E" O t j It y144 I �.• `i 1 � '% 1. ! �� �., '`� Bay t "`` v+Oo _ :,t {�T ' \ \ \ - � - 1 �� — � ` t ,' --- EMERGE, I( 00.50 \ 6.33 / WEIR /1\ U MARK D. 9 1 �a ! �- O "-,r '� / (� � �� • 21 / -�1" l '�`'� \. i r- , ,t No.022837 i j � ( ,< < � `'`fit .,,_. � • / � `' .i ..., � \, ( � .,, � ,� ' �' ! � ,.,� ' / 1 / � .� �� �/�� ../� \ �.. / / _.-..-_._...7- / / -�.,` \ ':'�+r- /mil � � � r- l �� i} 1`�, \ , ♦ � � � v -I I ,ti `9 IVAL UL )xX7F. .. •/ z ( 1 7dI /�` �/ 'W '1`/ ♦ lk /~ v 7qLEAF� i . / t 48 RGP �,' -^..- `,,. \,, -\_ / %� ti y RISER p, / DETAIL F.F.= � I \ ao t4) , , r- iY F.F.= U E LA55 Al RIP RAPbl- i I (� 1 � � rl �r y 't j �' \ \ � \ / /� �',,•- '.= �. -- ' #4 , %- r c� � t / / � U' \ \ � � 20 LEVEL 1 j / \ \ \ SPREADER ►-a \ , __� % /' e�'� r_~- - - \ %/' r/ �/' r q 1 i \ x ; i i TOP E5C �� (5EE VESGH SPED. 3.21.2) d� a EX STOP %///� \' f / / /f i a W N EX. FIRE t E.X. 5TFr. ET rn - { / / / / O f f If 1 1 / i GS 51C7r! \ �\ END STREET GON5T. =. \ / J / \ 1 / Z C'3 O H't'DRl�N f 1 / 5TA. 12+�ii.47^�' Lu ENE" WATER LINE Gi T. NS APPROX. 5TA. 13+05 ! I t �I - 1 1 \; ~ \ ♦ \ \ // /� w W Y`__— Mr L -- . -- . �A `� t o L��N EX. ELDERBERRY / Al 1 // 1 1 #2�_ ! \ 1 F ��. �:.�:�'EE-�---�---- ____-;,--- . � RIVE TO 18 WITH I cf) YA APPROX. L Al rVoi EX. 6" )^u'L � t NX L r / - / 1 ( I P \ "- 1 i ; ! ♦ APPROX. LOCATION .mac, W a aTEi`?L1NE E5N1T, EX r-,.H! 1 1 r `� a L - 1G f- t - -- DR 544 F& 1 -- ....� \ / ! �',� KATHERINE P. WEBER ZONED: RP RX. FIRE ��''/ - �` �--� l } / •-~ '�p� / U5E= RED CP3. 524 Ibb E STOF 0 . 5/18/01 DATE I - P�� REDUGEF, J / / / ; ` ti I / r _ �., — -. .� /� _ _ _ __.�= Ir `�\✓ 1 \ '` ("`= SCALE: 1"=40' I NN, DESIGNED B boo '-- �•- �` \ �/ ! Y: AS/JAW 40 20 0 40 80 FILE NO. 2039 5GALE: 1" = 40' SHEET 4 OF 11 m c m 0 0 Oki m iv m CV O U 0 a) r-- 171 3 0 cc a i rn m 0 4-1 a L 4J N m C w i L QJ .1 U, E rn m 0 Cu w 0 u�i m ry or s O O O 520 t � Q F d � o f ? w w w 50.00 VG �� 163.34 5D �10.4 K-Val } 515 /2.r 2.51% , e 810 805 500 1 +00 0+00 1 +00 2+00 ELDERBERRY COURT 820 0% m 5+00 6+00 -1+00 ELDERBERRY DRIVE E 510 ly ._ _L -500 _. 810 '7QO EX. GRADE i Fumo 5TATION •- 015GHARGE 7q5 _. _. (SEE riHEET 10) 805 ?85 - - It, -. 8" PVG 5DR 35 790 _ 5.0% f � 1 1. 1 � -185 ! ... .._ $ LL z [L rIf � zr _g +_ 0+00 0+50 1 +00 1 +50 WINEBERRY DRIVE 0+00 0+50 PROFILE MH5- SEW. PUMP STA. -185 12+00 13+00 1' 41 u � /4 %1:1 % ": P __ -------------- DATE: 5/18/01 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 -_ _ _ -_ _ = _ -- = _ _ _ _ _ _- _ _ = _ _ _ _ _ 3/ \ PROFILE STM STR 13-2�F PAVEMENT DE516N SCALE: HORIZ. 1"=50' / SURFACE: 1-112" - SM-2A VERT. 1 "=5' BASE: 1-112" - BM-2 SUB -BASE: 6" - 21-8 DESIGNED BY: AS/JAW TYP I GAL ROAD SEGT I ON JOB NO. 2039 NO SCALE on H W SHEET 05 OF 11 x m Q 0 0 cv 0 v m d-i c"i 0 U O tv - 3 CU O rT- m m 0 CV cn I C fD d Q) C- CU N C c- C W C QJ cn E 3 rn CAJ 0 n 0 0 ..-.......__ z t 9 } p[ _ I � 9EE tl Q I ui i 3 lu LU I QO_ __..._ cv It lay } p u t 7q5 ; O t lq5 7q5 _. _ -. -_ ... � (V" i o sw.' C�! CO 6 -777-777 I i 20 Iq IJC: GRADE c do f- . ..... ... .. ... .. i.. _. t ........ _. __ _.. la0 g _ _ lao, -►qo 810 -..... _. 1�i Z x ►n CQ rE�7 T5_.:_.._.-._.. _. Ibio 8 7 T _._ _ . _ . ui A._ I _ [ .. .__ , i� IL, y� 53' - 15" AD8, o 41% i j a d v (� l55 _ f 9 185 805 W lb0 ll5 ll0 l boo ll5 0+50 1+00 1+50 2+00 2+50 3+00 5+50 4+00 q PROFILE STM. SEW. STR. 1-6 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 Y PROFILE STM. SEW. STR. 4-17 i• -Iq5 0+00 0+50 1 +00 PROFILE STM. SEW. STR. 16-20 0+00 0+50 1 +00 Ct PROFILE STM. SEW. STR. 2-9 'M '7qO " lb0 &J r. A %4 0 O W VJ Q Att W W z o o Q <�, W IL O a w W Q W Pw LU o>� w TH ARK ll, S 9 No.022837 Lcj�"' SIGNAL DATE: 5/18/01 I : HORIZ. 1 "=50' SCALE VERT. 1 "=5' DESIGNED BY: AS JOB NO. 2039 SHEET 06 OF 11 x (D NOTE: Z PRIOR TO GOMMENGING7 SITE NORK/ Fr UJI l sf� 4_ r�Q ct A LAND DISTURBANGE PERMIT SHALL LU BE OBTAINED FROM THE FREDERIGK GOUNT"r PUBLIC NOR<5 DEPARTMENT z BY THE GONTRAGTOR. y cl LLJ CQ 0 CD 7 0, A 4 (5 > C\2 CV Qr It 00 �I� %EMPORARY V) Lo C) fN5TRUGTION E55 ROAD GE zcv C\12 V, ZZ/ f may' U - Q) L0 In 10 Ma -T _T X c 4,/ Lo J _C0N5TRXT1ON ENTRANCE 1jle ,W WA f;ZArK Io4 Z -t__1 '11 1-1. A' I� 4.) 0 - 5. zq A A1_1 tko "C4 I "I 0 :J W P\ Ile It 1:3 F.F.= v (D N c� UJ 40 A f S, J :\ f ( 0 \\\\\ / I _C6 /Nam/ z 0 L u L -y- uj > 7; < ks) #40 zz� 5,5&-/ l C ra Y) > Z luy 6� 1-4 e10.25 ARr11 7 i 1 v cj n 'M- 77/ GAP 4 L:)F3 &07.0 cl) 5 X5" TE. -A, < f p 'Y Lu () T 20. 5m. IV pill Lu PROP. E It N t \� ``, ` / } ~`/ A- 6 - r 5�- V4 IJ "9,'s q 0 Cy LX G, 5 DNE-1 #42 JA I [�, � I I I A� F. t 4:3 #41 F. # F. - N No 022837 IZ'4,01 I}�'Rr ,/ r .� i r1 /* r�� _`..•` \ \ / / / f t -'' -- , /" ( /f \ F it 1.00 FPI CONN _t5 TEE 14 f 5+ .5q EL }J 1 V / 0+,f)(. 4 N, ` "0AL JAFFROEXt. EN/DE3#4& 314q/ c 00.50 2 "may!`` _65A ER W4 Z A + 5Tt w >?yv _ 7c" 5. (211 5F 14,X. 1­1 H Ay RGF 0 '70 In E- C-) < z, -7,q 4,5" � 1 P ER_ SEE 1.4 0 E- /Al / 7 .. / • I `c3 ."`.,\ •'"'`.---"—..-`` Z' A D) I- T A I L _;, '1 / ' r t j t/ /Z E­4 z > 0 , �' � ( � �r �• F.F.=J i � ~ ,r trI �/ � �() p � If 0 A/ 1 0 \ON - 1/1 / / - �4 k'4 \T I /? W E- rr: p F.F.= 5 ip ci ip LASS Al RIP PAR LLJ �D #4q a f 14j- '5v 20LEVEL I, TOP=-1-10,5 0 0 r r I v__ -. `� ­-H SPEC,. 5.21.2) 4 (SEE VES�_- .'` / /_ l I / ✓ %�/ / w A; EX. STOP °f 516N EX. 1-/ :3 -f ' VEX. FIRE END STREET GON51. x / ET (D ,� HYDRANT 5TA. 12+6-7.4-7 1-1 tl Ax f END V4ATER., LINE GONST. �,22 v��-A '7�7 EROSION/SEDIMENT CONTROL LEGEND c) jp 0 APPROX. 5TA. 13+65 i i m 0 EX TC 02 _"�/ __ NO. <EY 5YM50L DE5CRIPTION 713 XZ la TEMPORARY GRAVEL C4"TFRUC, -TION 302 CE ENTRANCE W1 WASH RACK uj Ex. I ti � I � r t M _ _...._._- •-- -- • �,p-rTP�___--•- — ___-----�--- —1 --' 1 � I \'. '�-�:a - Ln _-- _ "' 1 m "' I ,IDEN EX. ELDERBERRY #21 FYI.= 305 SILT FENCE 3DI E) STORM DRAIN INLET PROTECTION RIVE TO I&'WITH I" 3D8 GIP CULVERT INLET PROTECTION 0 VERLAY. I 4 �` '\ � ' � � F�-� P ��` -1{ft {-'�.�-` � � � f ! � /�, ��� 1 �•_ � � N. //� ~�r?�r 1r /DRAINAGE DIADE6 DATE: 5/18/01 Ali 01), EX. 6 N/L- / i ', i 1 ✓ 1 / APPR.ox L(09, MON 0 NATERLINE ESIll'T. r-'x "1A OB -7cf,-1 40 20 0 40 850 SCALE: 1"=40' DESIGNED BY: AS b4 4 P6, l l �� >> / ✓! l .---~- --"` ,� % '� l f/ a tr`�` 55-A-5" "o P.-I mmmmmil KATHERINE . NEBER, L_ SCALE: 1 40' ZONED: RF FILE NO. 2039 SHEET 07 OF 11 mmummA _6 m Q cc 0 0 tv In ru iri m di rU 0 CD C7 C71 3 0 LL) 0 i rn m 0 r\I i +.r Ca U") c rD tl i CM c_ L Ca CU c CM C w i L a� cn a-+ u� E CD 3 I rn rn CD rU co a, l� n 0 D 0.0 8' stop form b1 �°neroI bocl l- note) ' select back e note) i' general backfill I' select backfill se note) 6' 1 /2 O.D. 6. CONCRETE CRADLE C I' select backfill se note) 6' 1/2 O.D. CONCRETE ARCH NOTE: To be compacted to 95% of ASTM D698 maximum density. TRENCH & BEDDING Figure 1 select bockfll note) 6' minimum ° machine excavation Nmit 9 &vvhe F vale trench bottom I boxes �. a& box undisturbed Bath sham bedding TEE WYE �M TYPICAL. SECTION In lieu of woad forming the fiiYing may beerrapped wiUl 'demotes hand excavation and the concrete ooursd to Pat surround b' = 12' mil. for 10' and smoYer pipe agar no xfndturbed s'N ndia eshall r d goemain l�bearing dimensions b• = 18- min. for t2' thru 20' pipe see chart below for A. B, C dimensions. CONCRETE DItENSIONS FOR HORIZONTAL THRUST BLOCKS D'tpo Pigs R 11 1/4'Tan �22 1/7 45and 90' Bends -- A B C A B C A B C 8 1'-0' 0'-9" 1 -0 0'-9' 0'-9' 0 -9 1'- 3 0 -9 1 -9 8 1 -3 0 -9 1 -3 0 -9 0 -9 0 -9 -1--6- 0 -9 2 -3 10 1 -6 0 -9 1 -6 1 -0 0 -9 1 -3 12 1 -9 1- 2 -6 1 -3 i -0 1 -8 2 -0 i-0 3-0 14 2 1 -0 3 -0 1 -3 1 -0 1 -8 2 -8 1-0 4-0 1 -3 1- - 1 -8 1- 2 -0 2 -9 1-0 4 -8 18 -8 1 -J 3 -9 1 -6 1 -3 2 -0 3 -0 1 -3 4 -9 20 - 1 -6 - - -6 - -11--6- 11 1/4' galv. n rods over fdtirae and THRU 9O' BENDS s embedded in concrete ffirusit blacks. f 'KK, KK'KKKK KfYnsr F1fiNG S� sass, s 12' & LESS ssssfss ` i;, s 1 sass ROD e,7F .131aL�iK. 6 NO ROM l7f(�...J]fabt 2 naEDMENT 1i88,1Af1aL 30" .!fir _ sfs�tss 14" 20' �f�FSf, 8 2 36' Concrete - 0 ssrffs �'�' ffassss� VERTICAL BENDS ss.,s, s,�ss, size stone bedding 6. - - - 1.3 8' - - 1.1 2.3 10' - - 1.8 3.7 THRUST BLOCKS FOR VERTKIAL 12' - 1.2 2.8 5.5 UP BENDS SHALL BE THE SAME 14' 0.5 1.7 3.9 7.6 AS FOR HORIZONTAL BENDS. 16' 0.9 2.3 &1 - W 1.4 3.2 6.3 - 20' 21 4.5 7.8 - CONCRETE THRUST BLOCKING Figure 2 METER BOX and COVER treated 2-x 4" with op pane blue meter cover set 2- above fin. grade prior 18- varies as required to sodding star corporation 8--21' stop 3' stone bedding by F.C.S meter box 1 surrounding box 1. 36' mi a I (check valve with drain valve 8'f min. angle ypke 1- ball nrorve lJ K copper tubing, continuous 1- without f�aoints from 2 R water main main to meter 6" stone bedding curb alb gutter Street ENE INSTALLATION NOTES: ==< a ewe 1. Exact location of meter box assembly '° . to be approved prior to installation. 2. Water service crossing street shall be _ p encased in 3' dig. SCH40 PVC or M _""" .... SDR21 piping. The in stall run from Y _ .��_ 4 pW 9 piping one foot beyond sidewalk, across the ^ ' ^ street, to one foot beyond sidewalk. 1- X 1- TEE (T444-444) DUAL METER INSTALLATION 5/8"x3/4", 3/4" & 1 " METER INSTALLATION Figure 5 METER SIZE METER BOX METER BOX COVER 5/g'x3/4' or 3/4 18 in. Dio. Non -Traffic M32C-PW Traffic A32HH - T 1- 24 in. pia. Mon -Traffic MC-30 (Frame) WITH RML-1-T aP Lid Traffic MC-30 (Proms) WITH RML-12-T op Lid Note: METER SETTING PARTS I'i(te meter � a leyoke angle check expansion aze size y ball vale voles wheel 1. 5/8'x3/4 2 BA94-224W HHCA91-323-TV EC-23 do C84-34 1' 3/4' Y503 BA91-323W HHCA91-323-N EC-23 do C84-34 dt C84-34 1- 1' YSO4 BA94-444W HHCA94-444-TV EC-4 (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 n Note: METER SETTING PARTS I'i(te meter � a leyoke angle check expansion aze size y ball vale voles wheel 1. 5/8'x3/4 2 BA94-224W HHCA91-323-TV EC-23 do C84-34 1' 3/4' Y503 BA91-323W HHCA91-323-N EC-23 do C84-34 dt C84-34 1- 1' YSO4 BA94-444W HHCA94-444-TV EC-4 (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 n (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE Figure 8 n 11/!�1\lti C coo. schedule i steel plipe filled with concrete 3 and pomad yellow % 0. concrete 11 thrust block e■ =s, : 3s DETAIL direction. . .. approved prior.installation as required ------ 0- pod V-6" sq. x 6* deep [concrete / .1 %/. screw type adjustable stone stDrw to be mininum valve box of 6- above top of locator marker stone lugs / t �Id�����ldl��lid►r11;� ��PlAlllUl►`!J: mechanical joint swivel tee with 6" branch FIRE HYDRANT Figure 9 SDR 35 spigot SDR 35 spigot by R ° by gasketed SDR 21 gasketed + bell 45' bend bell adapter (see note) 2' • r J 7{ N+''! .N " ion+' 1+• •..'RM� i 3' minimum r SDR 21 gasketed SDR 35 8'x4' pipe and fittings ~ keted bell wye SCH 40 rate) weld ct web cap s property line 18' location marker 36' min. cover stone treated 2N 4- with top 6' pointed green 41 4" pipe at 2.00f. minimum grade Note: If top of main is greater than 15 ft deep use heavy wall SDR 35 S concrete crodle if top " of main a greater than 15' deep A. GRAVITY SEWER SERVICE LATERAL Figure 15 Sea St'd.SL-1 for applicability of safely slabs. Note. The top of masonry In to be left euffklently low to pertnN proper adkrt- SYd. MN-11 Frame h_Cwsr m°^t of cover and frv^r to grade by v\ taw use or mortar or brick as dr■abd by the Engineer. Al concrete to be cass A3 flat slob top as detailed on MH-2 may be substituted fc sections when approved by th When (specified on plane the be shaped in accordance wIl Plan 15-1. SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK Sheet 1 of 5 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE TABLE OF QUANTITIES » DEPTHMANHOLE BRICK MANHOLE CONCRETE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YDS. CU. YES- 4 0.5 0,785 1.437 5 0 785 1.699 e 0.9 0,785 1.961 7 0,785 8 0,7B5 2.485 9 1.4 7 2.747 10 1.6 3.009 11 7 4 12 2.2 0.970 3.817 13 2.5 7 4,179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 INCREMENTS 0.45 - 0.582 e Ouantities 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. tincrements 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 thicknese of some is to be 5'. Other thicknesses are to conform to wall thickness shown for concrete. MANHOLE FOR 12"-4811PIPE CULVERTSSPECIFICATM VIRGINIA DEPARTMENT of 302 106.01 TRANSPORTATION DI-1 Steps an to be provided when H it 4'-0- or greater 4'-2- For details sea St'd. ST-1. NOTES 2'-7' t--, 3- Do, wep hole Maximum depth (H) to be 10'. For greater depth ,sae lil~. Standard 01-IA. a{ �Q r wMn epe~ on plme One kwert Is to be We 1r1,L+A I 4• depth Aggr. In oocordonoe ewh Standard Plan IS-1. The ant of A A H %se. M, or 1 and pk.*,g all n,al mule Inddenfol to the '+ fU L -t 2- tY-te' Its er 24' /ere' wkM Ito be Included in the price bld for the drop fi 4'r'1 >r>r>rti Thle it.m may be precast w oast In plea.. -- I AN oat In place oonereb to be Class Al For precast Sheet 03.03. . � '4 � The 'H' dkn^rbn shown m the storndaM and speellled on tM plans sw M mwwxed from the kwert of tar out- s fall pipe to the top of the structure, Plan 'P dinwWone SECTION A -A are oppreainale any tw wtkrnatrng papaw and the actual dkr,enM x doll be defertMrrd trl the Cmtroctw 9)1 2'-7' 9)4- from field condition. 4'-2' PLAN t the ward f t Invert of e, a Inv-bflpip t irtru then the bottom d the structure, the inert of the etnxtxe (Grate Removed) Hue' smooth oowW • aprxa,. tz• CONCRETE QUANTITIES FOR MIN. DEPTH shall be shaped wit °anent m«tar t° pre+ernt etondkq C-C to t» placed In all areas od or punall, of water In the atauctu . TM cost for )aowvt 12' cone. pipe-1.440 Cu. Yds. Concrete kwert sholaknq ehaN be Included In the pia bid for eeassp hale with 125r12' per° hand am to abutting concrete to p:v4wd 15" cone. pipe-1.628 Cu. Yde. Comets the structure. cloth 1/4• well n w galwntred steel sire, settlement. te• cone. pipe-1.e20 Cu. YM. Concrete minknum wire Clio. 0.03 Inch, number 4 In eeu of dowele a 2'x4' notch may be rtneeh haideare ckre, anchored firmly to provided. See Standard T-a-3.4 24' onna, pip-1.817 Cu. Yale, Concrete outside of structure. I alternate design. Add 0.4e0 Cu. Yds. per oddlOaal foot of depth. S4 SECTION STEEL T)4 SECTION CAST IRON 2 -6' 1'-3' � � NOTES L2%*x2)4'x%" 1'-3% Lugs to be 10'-4" long IT cast with collar OAe welded BL AB C C Any aRemote methods of anchorage. joint L J meeting the approval 01 the Engineer, • may be substituted for the cast Iron iu lugs as shown hereon. Option n �I Weld i Brace Ribs 43.61be. 8813 Ibi to collar including Including ti connectors lugs _ GALV STEEL w CAST IRON 1h'x1'h'v," lugs 1� 4 )i'x4' Stud Shear �ctore I =II 3 SECTION C-C N APPROXIMATE WEIGHT Cast Iron SECTION B-B DIMENSIONS FOR Grate 363 t 18 lbs. CAST IRON ONLY DETAILS OF COLLAR AND GRATE STANDARD DROP INLET SPECIFICATION 12"-24" PIPE MAXIMUM DEPTH (H)=10' VIRGINIA DEPARTMENT 30 104.01 Of TRANSPORTATION 7 Z W W C9 M W� O CO C1t � C\2 It Q 5 61 Go CID 71.4 I rn � I � UJ r W 0 In 0 U U CD�-fr� HGtr o) A rA I•-1 0 fti a) O j Is] Ui e cs. FARIII - ,TH OF 7 L) MARK D, SMITH No.022837 k QIVAL a: M1 W U W �� ~ LJ Q� w Z a �� V w� � � H [� w V 0 ^� Q 0 0 W Z �Q w - W W DATE: 5/18/01 SCALE: N/A DESIGNED BY: AS JOB NO. 2039 SHEET 08 OF11 - LEVEL SPREADER CROSS SECTION JUTE, OR EXCELSIOR OR EQUIVALENT STAPLED IN PLACE VARIABLE (MIN. 7') BURIED 6" MIN. 6' MIN. BURIED 6" MIN. LEVEL UP OF SPREADER 2:1 OR FLATTER MIN. 6, LEVEL SPREADER WITH VEGETATED LIP CROSS SECTION VDOT #3, #357, #5, #56 OR #57 COARSE AGGREGATE IN VARIABLE (MIN. 7') _ GALVANIZED WIRE MESH BASKET SECURE WIRE MESH TO TIMBER • FILTER CLOTH 6X6 TREATED TIMBER SECURE WIRE TO GROUND 6" MIN. WITH WIRE STAPLES 5 REBAR TO SECURE TIMBER 7' MIN. 3' UNDISTURBED 2:1 OR SOIL FLATTER MIN. 6' LEVEL SPREADER WITH RIGID LIP " MIN. PHYSICAL REQUIREMENTS OF FILTER CLOTH NOTED IN STD. do SPEC. 3.19, RIPRAP SOURCE: VA. DSWC AND N.C. Erosion and Sediment Control Planning and Design Manual PLATE: 3.21-2 EROSION AND SEDIMENT CONTROL NARRATIVE Description: This project proposes to construct a road For 23 duplex units and a parking lot, total area to be disturbed by this project is approximately 2.95 acres. Date of construction: Construction will begin following plan approval and will take approximately one (1) year to complete. Existing site conditions: The area to be disturbed under this plan is a combination of grass and woods. Adjacent areas: This project is bounded on the North, East, West, 4 South by residential lots. Soils information: The existing soil conditions were obtained from the USDA Soils Survey. The soil type listed is 11C. Erosion potential For this soil is severe. Critical areas: There are no critical areas on this property. Erosion and sediment control measures: 1. Silt fence 2. Diversion dike 3. Inlet protection 4. Outlet protection 5. Sediment basin Vegetative measures: Permanant or temporary soil stabilization shall be applied to denuded areas within seven (1) days after final grading is reached on any portion of the site. Temporary soil stabilization shall be applied within seven (1) days to denuded areas that may not be at Final grade but will remain dormant for longer than fourteen (14) days. Permanant soil stabilization shall be applied to all areas that are left dormant for more than six (6) months. 5tormwater management: 5tormwater management for this site is provided for by a new detention pond. (See stormwater report.) Maintenance Program: The erosion and sediment control measures installed on the site shall be maintained by performing the following: I. The site superintendent shall Inspect all erosion and sediment control devices after each rainfall and at least daily during prolonged rain Fall. Damaged or deficient controls shall be repaired or Improved immediately. 2. The site superintendent shall inspect daily the areas of construction activity to insure erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are Found. 3. Permanent erosion control measures include the installation of rip rap at storm sewer outfalls and the establishment of grass on exposed surfaces disturbed in the construction process. Erosion and sediment control program 1. Nold pre construction meeting on site. 2. Install construction entrance and silt fence as shown. 3. Clear and grub, install sediment basin. 4. Install storm sewer and inlets. 5. Complete rough grading. Temporary soil stabilization shall be applied to all disturbed areas within 14 Id2i9s if the area is to remain dormant For more than 21 days. 6. Complete utility installation. 1. Complete Finish grading, paving, and permanent stabilization. 8. After approval 6y the Inspector, remove the temporary control devices and stabilize the areas disturbed Sur ng removal. Note: Frederick County retains the right to add and/or modify these erosion and sediment control measures duringq the construction process, within reason, to ensure adequate protection to the p0lic and the environment. Ct PROFILE POND OUTLET PIPE y. .. ... _ -.... ..... I f TOP OF i ._.. . 780 $ERNI 77a 5 _ 7bO RAGK �- OVERT=LAW ., PROP. GRADE �� II RISER 775 1 ::Y : 775 _. _::: _.::_ ..__._ �._ _._.::::M._�:... _ _ EX. GRA©E 201 LEVEL :SPREADER I INV=770.5 �... __ _. -110 1511 ORIFICE I I , CLA55 AI RIP RAP 0+00 0+50 1 +00 5GA:LE: HOZIZ. - I"=50' VERT. - I"=5' a 58' (typ.) HOPE 22 1/4' (typ,)-{�-.-� structural plastic - { 53 1/2' (typ.) B Top View 27" RCP f- �°a u u Li Ld Steps u ♦ ° ♦ O ° < ♦ d LJ ►�a ►►.a a o a ►4 A►♦'d ►° ►♦.4 Trash rack manufactured by Plastic Solutions Inc. 540-722-4694 Top of riser=776.0 Precast riser 1J segment with flat top Temp. 12" orifice Inv.=774.5 Precast riser segment Trash Rack Assembly 21 48" reinforced concrete pipe 15" orifice Inv_=771.0 Precast riser segment with base I M R °R.44 ►♦P e d ► 0 4 o ♦ .♦ ' ► ♦' ► ► .� a o a ► o o a •. Sect. A -A Elev. B-B NOTE, CUSTOM SIZES AVAILABLE UPON REQUEST PART NO 48 " PYRAMID PL AI S TIC 240 McGhee Road P,O, Box 4386 TRASH RACK SOL UTIDNS Winchester VA 22604 PYD 48 WITH CONCRETE RISER INC, 540-722-4694 www.p(astic-sotutlon.com TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 tbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass w 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 lbs. General Slope (311 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww 20 lbs. 150 tbs Low -Maintenance Slope (Steeper than 30 - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Cropww 20 lbs. - Crownvetch www 20 lbs. 150 lbs w Perennial Ryegrass wilt germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ww Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,❑ct. Annual Rye November through February Winter Rye www If Flatpea is used, Increase to 30 lbs./acre. All legume seed must be properly Inoculated. Weeping Lovegrass may also be Included in any slope or low-maintance mixtures during warmer seeding periodsi add 10-20 lbs/acre in mixes. TABLE 3,31-13 ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS 'QUICK REFERENCE FOR ALL REGIONS' Rate Planting Dates Species (tbs./acre) Sept. 1- Feb. 15 Feb. 16 - Apr. 30 May 1 - Aug. 31 50/50 Mix of Annual Ryegrass (Lolium multi-ftorum) & Cereal (Winter) Rye Anual Ryegrass (Lollium multi-florum) German Millet (Setaria italica) 50 - 100 60 - 100 50 Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep. Grasses and legumes shall be planted with no less than 1/4' soft cover, CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW /. 3. ATTACH THE FiLTER FABRIC TO THE WIRE FENCE AND EXTEND iT INTO THE TRENCH. SOURCE: levood k 4. BACKFlLL AND COMPACT THE EXCAVATED SOIL. i �(IIIII G FLO 1/ =i III Ij' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE -I from Installation of Stray and Fabric Filter Barriers for Sediment Control, PIA?L 3.05-1 PIPE OUTLET CONDITIONS A e IIPE OUTLET TO FLAT R2EA WITH NO DEFINED 'HANNEL I« L Q 0% d SECTION A -A FIITZR cLMH KrY IN 6•-9•c WOMEN= FOR ENTIRE PE UMrrrR L 3do (MIN') ����r��\was ��•��•. �►s•�y_ Imo• i��� i��� i��� i��� i��� ����a�- III . • 1 ► 1 1 1 I l r 1:1 1' :,' I 1 ;: -1 I -P • JII 1' 1 K :1 ll 1 I . , • • • A •1 . 1 • STONE CONSTRUCTION ENTRANCE 70' MN. LwoT /t 1 I-aosmc ORVAGE COURSE AOfX a4?r B M SEDM EW M4PPFJO DEVICE A#JST cam nAL worm O '""° ErnExs PLAN VIEW SECTION A -A EI057MC' PAN�Nr S:1 `IpIMlA13LE sera 10' MAY. RERFORM CONCRETE J `- DRA•N SPACE SECTION B-B SOURCE.- AA'WIEO from 198J d/orvbrd Stonalvrds for Sal erosion and S66m at Conhal and W. ZW Pbte J.02-1 W W Z Z W O LO CQ -4 a' a� 0 N CD LO �y Zx �C\J UJ j� 0 as 0 U � a d .•4 1n 0 Q) O �4) .. b qwo/ rs Z5 nN ll_ O � H 5� QL NW W � lu �1ARK �iSM)H;5No, 02283 c W E-� Z_ 4 Z a 1.4 x U E-I E_ ��D E-LU CC �o o O W V 1 rT, F DATE: 5/18/01 SCALE: N/A DESIGNED BY: AS JOB NO. 2039 SHEET 09 OF 11 � light to be overhead �� 110 mounted on extention 2' above and 1' ap pp O \ weather proof 00 in front of enclosure. 00 A strobe light and g (see notes 8 & 9) 2' NOTES: • vibrating horn 1. Enclosure construction: � (see notes a) to meet NEMA 3R standards 6 & 7) b 3'-0" (W) x 3'-0" (H) x 1'-0" (D) c 12 gage galvanized steel d double doors with: p 1 heavy duty hinges p 2 heavy duty 3 point latching mechanism D . 3 heavy duty hasp (for padlock) 3 e drip shield electric f� back panel (of 12 guage steel) to NEENAH MODEL R-6080 W/ OPEN PICK meter 0 provide a minimum of 5/8" clearence 5' x 5' CONCRETE HOLE LIFT HANDLE socket (see 2. The following items are to be mounted PAD W/ COVER notes in enclosure: 1 thru 5) 9' a circuit breaker panel b 110 V outlet c ADAS DiaLog autodialer (with dedicated 8° MIN ' � � - � � � • - �- 4° MIN CLEAR OPENING telephone 110 V outlet, if needed ) �• .. interface d phone jack b" MIN 1' a pump control panel f) each pump shall have an hour meter STONE BEDDING 3' 3 which shall record accumulated running time. underground 3. Controls to be in their own enclosures and PROPOSED power mounted inside panel enclosure. PUMP STATION %1,11 4. The pump control panel shall be accessoble without cutting off power. ... • : 5. Inside 110 V outlet to be on separate circuit PUMP STATION GOVER DETAIL concrete ` to pump::,., . 6. Light and horn shall be Edwards model no. (NTS) station 50-R (light) and model no. 876-N5 (horn) dia. hole a a or FCSA approved equal. •. • 7. Alarm light and horn to have manuto„/off • '' switch inside control enclosure. 6"x 6" 8. Overhead light to be on separate circuit and pressure have on/off switch inside enclosure. posts treated 9. Overhead light to be 175 watt 120 V, mere S J GRINDER PUMP STATION (coated) security light. ELECTRICAL CONTROLS ENCLOSURE NOTES I. SLOPE PUMP STATION SITE AWAY FROM PUMP STATION TO MINIMIZE WATER IMPACTS 2. PUMP STATION SHALL BE INSTALLED WITH ADEQUATE ANGHORA6E AS RECOMMENDED BY THE PUMP STATION MANUFACTURER. 3. CONTRACTOR SHALL SUPPLY PUMP STATION PARTS TO FGSA UPON COMPLETION OF CONSTRUCTION, o. SPARE GORE - I ea b. SPECIAL WRENGH - 2 ea c. 0$ M MANUAL - 2 ea. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL CONNECTION TO PUMP STATION TO ENSURE PROPER OPERATION OF THE STATION AND ITS GOMPONANTS. DES16N GALGULATIONS 16, 2 BEDROOM HOMES SERVED BY PUMP STATION ASSISTED LIVING COMMUNITY - ONE PERSON PER BEDROOM WITH 100 GPD/PERSON (51GAT REGULATIONS) DESIGN FLOW - I6 HOMES * 2 BDRM * 100 OPDBDRM = 3,200 6PD OR 2.22 GPM PEAK FLOW - 3,200 6PD * 2.5 (PEAKING FACTOR) = 6,000 6PD OR 5.56 GPM PUMP STATION DETAILS SUCTION WATER SURFACE ELEV. - 7b4.61 DISCHARGE (HIGH) WATER SURFACE ELEV. - 603.00 STATIC HEAD - 16.3q FEET FORGE MAIN LENGTH - 560 FEET FORGE MAIN DIAMETER - 1 1/4 INCH FRICTION AND MINOR LOSSES - 2cf.7-7 FEET TOTAL DYNAMIC HEAD (TDH) - 4b.16 FEET VELOCITY IN THE FORGE MAIN - 3.20 FEET/SEG. PUMP STATION SPECIFIED - e one SEWER SYSTEM MODEL 2015-1211, DUPLEX PUMPS, EACH PUMP RATING FOR 12.75 GPM AT 22.6 P516 FLOAT ELEVATIONS AS SHOWN ON THE PLANS Pump .vrrpxiQDn :hart t StAi-m Hood Cur✓a 1: GP<015 ,sa.m 1]OJA t!V�0 Moo brr. goTDH (f�q? 70M M3P/70 ;p.W M00 30m ` r _ l ♦ ; o , e i it1 // 12 13 t1 IS io 17 to . Invr(3Pm. DISCHARGE: 1-1/4 FEMALE INLET: EPOM GROMMET FOR PIPE THREAD / 4" DwV PIPE (STANDARD) �/J'� 5PEGIAL ORDER - 5" INLET PIPE FROM 51TE 5ANITARY 5EYER 3/8' STARLESS STEEL KARDWARE -FIELD ASSEMBLE- (16 PLACES) —SIKA TAPE -FIELD LOCATE- -THREADED INSERT (16 PLACES) DETAIL, FIELD JOINT PROFILE (NTS) 20U -[I **SEE INSTALLATION INSTRUCTIONS OR SPECIFIC DIAMETERS AND HEIGHTS REQUIRED FOR PROPER CONTAINMENT 'HEN USING 2015 PRE -CAST BALLASTS 6 A CONCRETE ANCHOR OF 9300 Ibe (619 cu It) IS REOUIRED ON ALL MODEL 2015 129' STATIONS. LL TO GRADE WITH CLEMI, CO PACTABLE BApffILL. SUCH AS PEA GRAVEL OR CRl/SYfD STO E. 1/8' - 3/4' M SIZE. CLAY AND SILTS ARE NOT ACCEPTABLE BACKFILL 0 e PRE -CAST .tA Iw IN �— GRAVEL BEDDING L NSF CID SGS CAH 1/25/99 1 A 1/16 DR BY CHK'D I DATE ISSUE SCALE M Mdk SEWER SYSTEMS MODEL 2015-129 PA 0899 P03 ACCESS WAY VENT STRAIN RELIEF CORD CONNECTOR INTERNAL WELL VENT 2.0" DIA. b" GRAVITY 5EYER (FROM MH 5) IN\/ERT IN - -785.b2 DISCHARGE O "' W Z Z W02 o co LO CO C\2 It r� PUMP STATION A Q 1 22 I/2 BEN COVER (SEE AILS) ;0 °A I rn Z�> x I 0C\J 0 C\J W b � z � LU 3, 45 DEG BENDS H [� S V 0 V W Co SEMI -POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CAPABLE OF DELIVERING 9 9pm AT 138' T.D.H. (34 Ipm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR IS REQUIRED TO PREVENT THE TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGHT OF ANCHOR Z PUMP S TION CONTROL PANEL UJ (SEED AIL) z C) ' V L ALL WEATHER Q ( EPTH OF GRAVEL) 5 a w m o d N SITE PLAN SGALE I "= I O' AQz WATER TIGHT LID, FRP POWER & ALARM CABLE / 12-6 W/CND DUAL WALL,CORRUGATED HDPE ACCESSWAY ZELECTRICAL QUICK DISCONNECT / (EQD) CORE CONTROL COMPARTMENT / BREATHER DISCHARGE 1 1/4" FNPT (304 S.S.) QUICK DISCONNECT ASSY. (304 S.S.) SS CAST BALL VALVE PROFILE (NTS) 1 1/4" DISCHARGE LINE (304 S.S.) t CHECK VALVE (GLASS FILLED NORYL) ANTI -SIPHON VALVE (GLASS FILLED NORYL) DUPLEX MOD 260 VISUAL & AUDIBLE ALA MANUAL SILENCE MANUAL RUN 120VAC 4X FIBERGLASS ENCLOSUF AVAILABLE CONFIGURATI0' G01 - 24OV, STANDARD CO2 - 120V (SHOWN) FIBERGLASS REINFORCED TANK 1/2' NOMINAL WALL THICKNESS 137.5 GALLON CAPACITY EACH SIDE OF BAFFLE. U � NSF CIP w 120VAC SGS CAH 01/25/99 G 1/16 NEUTRAL DR BY CHK'D DATE ISSUE SALE " GROUND � • � SEWER SYSTEMS W y A Wi�W Z ,��, �ZJLJ hzz• `iW'i JW mJ amp i JQJ M 0 0 u m 0 u 0 0 MODEL 2015, DETAIL SHEET CONTROL CABLE P A 0 911 P 01 SIX ; DIRECT CO DUC OR.BURIAL, 12AWG, ZED @ NSF SGS CAH 9/5/00 A 5/32 DR BY CHK'D DATE ISSUE SCALE SEMNER SYSTEMS PANEL, 4X DUPLEX, 120V LM000157 GONTROL PANEL DETAIL (NTS) U MARK D, �eH 9 "b No.022837 10 �ftAL H C0 W I•� DATE: 04/02/01 SCALE: AS SHOWN DESIGNED BY. RLK FILE NO. 2039 SHEET 10 OF 11 IN 11/ l 1 ' PO PO �XC ► ,\ { / t ! - j 1 ff � j y. } J ' 822��ET J l 82 RM M RM RM I N\ F� I J J t 10 (10 e jjj r _ PO fiy a-1 Steps an 0o be provided when H Is4« p Fo ' For tletaib seeeet'dS. ST-1.T-1. 4.-2• NOTE$ ,rr a ,� YaOnee W-1A DQ b » W. Fa 4+0er depth w I __- LSil OMR I'1 TIR. 96-d-d 01-1A I b+ M% C depth Aw ' aooetomw rn >t�uwtwo M�er-I.. The oto be �d ed A A H /ee. /'m. > erwA,o .1d ped�., dl ,r»ar wterrr a w f i l l .2. I .qA ,` n» Ir"AW w Mae W w IT -le -Ire se' Het coneeas - M1�i Nii 7W ran -my be ►^e^el - -4 r 0.- At acid M pboe aororMe a toCMM Al. Far M.oM! j "�,. -L_ - •; . • '/ . The h 'w a —men W.- M w .k A." w She speaelN P pins A»rMeew d ft—w~ dthe sd- Iw pM a 0. up did ew.ree. Alert W deeewwe.r SECTION A -A w. wwe+,eb mb ar e.1..wa wpo.w .w w sears drtettelrr sir » deYrTYrd by w end 0.le. 1rr.t thee e.du.- 4-2' PLAN r w ...d w Bert d w etdre p1pe : 'dapwr tAw w bdbn d id eertmr.w w eneri d id eereebe. /�• sntodA Doweb . 12' CONCRETE OUANTITIES FOR MIN. DEPTH O" be 0-ped .en o 4 —W b pn.rd detMeq (Grote Remwrd) �_C ,o » vroed n a aajoc.nt er paarq d .draw .euobr. tn. eed ar 12' can. p6pe-1M0 Cu. Yde. Cenarls Wwat eltep+rq eetw be Wadded in the prae W r« .twp ter .m 1r.12- pbwe la °wAuO-re" 1. P m. I6' oar c pips-1.62e Cu. Yd. Canaeb w eb ime. n 1/4w." dda O n'b''a.r rku id m..b a 2W nabb may w le Done Alp. 1.ezo Cu. rd. eonor.r me.n 1torls«e obtA aeder.e M1ndr b ee . Sw Si�'d'�a' 24' Dom. pps 1A17 Cue rde. Owwr tm oddde d etreotae. Ada AMY Q. rda per eddlllwd fool d depth. K SECTION STEEL --t—K SECTION CAST IRON ,'-3' t NOTES L2K'x2K'x)(- 1 _Sx•r-7• j 10'-4' long I to o011or a» 6L C CAny dl»nab nlettode oT anCtoroge, Ir OOWQ 6w approval Of the Engbwer, Olx T� b. �.1itu� f« the cast Won tetlownhereon.tlroce RAea„43.61tw. 66ON coNar In nectog intwnwat«r rALV stEn « 4 I)J'x4' loge 1• K'x4' Stied Show ear's I �1 APPROXIMATE WEIGHT 2K" Cost Iron SECTION tT-D DI ENSIONS FOR Grate 363 3 16 Ills. CAST IRON ONLY DETAILS OF COLLAR AND GRATE STANDARD DROP INLET maw 12"-24" PIPE MAXIMUM DEPTH (H)-10' VIRGINIA DEPARTMENT 233 104,01 .302 TRANSPORTATION 0; Dl-3A-J6-3C Oot.a . of b 3 »d jo°e"t » et dn-w .0 )E'.1' etud dra j } \ �, / � 4 x 6• Smooth DowWappM> 12• CC ty be p1a0W In d arras ad aqr d d6• J0' and r a L2K•.2K•r11• 2' G RB �' ; /,,, J ! t , r j iii \ w abuttkq rn,arM to prevent wltlenr+t. dew 2' ..Nee m e.r pOWezee f a 1%• OPEN NC7S f - , \� \ s1a/r ,M } .i /� • ,/ \��' r Y fa debt d Het Fran ! tbrr w. 0 *[A.* A Type s • I( , /,f--` �/``- ,...._ ! -._ I •'.-' ..'� / /{ l/ f .�"'.�....^"" r+'-�. `r+.,• et Y I e ,-O• NOSE DETAILS ate. 1 Bar F grti A Faced 0.6 ebrped OMIT \ D Outbw aw 0w* JabA ese a Ceea M A r�``-_I / ✓ I f I %r, ' I— PLANT`"" )�J/' f{/•'' ' /� (( aawhldtl In Wren 0" m c b. OLLbr r be b onet wsee dMw(i ` �t �,�( ` /J� f 1, __- 10'' • IleEc lti ano mry beearYrrt, a dist Dade w .Mean }Me �--I tT w-wtwr-ki- 2W CO a" anh, to ourb or ids am a mere / r '`" �„� 1 ,`y \\�-,J I ; 1 l 8 -� SECTION a-B � / Awweee Odle �. 2 NEW HG % 1 I I , 1\ J I �� ,, \ .�- _ SPACES •-- l � fJ }j \ I .I f r' ,` J l I .'- 00-3 . C6-7 ,t.w.de. ~ r I r OkMAer ' J � ( ,�ti -LC ^ //ob A eotM bM x11ap »aced � - !bb ! .� / `-✓ ' .0- j ' I J 1 FROG ELEVATION type B nese 4" dw be end r deer — ar a » re.w i Nad ar aou ` •�\ CO-2 4 CO-e 9btdsde. A .1 w Mi w the I w he pr. r a.r w edew b ardr .Yid rndw0.0. Meep \ i\ f nwr a prare .wNr - a.r... nr a'-0 Ter. d w etrw., w lest e w .bts♦.e ehJ » snpM .tl werM »M adt II1nY grla Mdwe bb.* r eoa d— .0 w dAm* side, e« we X. OA3 nini»r 4 rarA -r .. Ka t. � � Mebe: fletwrd Ydeb rnq » ewelnaew xY w+n+/r P� r•�•f r pe+w�rO ab1A N' rne/r « OotMr.4 ebel r Fr deer � J ooA ten Iw�l MNtp std » ded r w Mb W ar w ebsbea and pwndtlest slshownw shost 2 d 2 a.ldde d .brslr�n. !� 91e.daA 0rv.rp DFII. b1.as erM seM.d M1my b F. dkn nd- r- f' l_ f-' / /i DI-3A a-:fe a-x I- --7 for win malls Far won 7d•• Both MOM to be h+rw -.* peed w Y b » 1 0 a socad.w Ma .- �...•.;, �` �. / / ( (� / I i1j // \ Il(j / 16" wet ls-r ► aw 6. befa�reesdiede w r � � � tm *" w DETAIL WHEN USED mTMM..w.d b.«t a ate. odrdi p skondarcha w'daI"n.,� Ala x lntpA d sM (1) xR r asY asM » eront on glide. WITHOUT CUTTER F JY� „11 lr" / •� „derwrwrM a. for van,. and w ad" d.nwdarw ADJACENT UT Cl1Re QI f/� / JC evab ady, nw w►a•M Mee veedr r a Wa_ eoew d »w r a » .e+o.a a oo aa, / a.l.,nin.e w —b—tor fv held-natlone. „i ewe Tee' be preoset or owl r peeoe 9w1 / d 2 1-'Q l _'� �`�•` } \\ �, f/ f STANDARD CURB DROP INLET "°" 12" 30" PIPE MAXIMUM DEPTH (H)-8 /�yr / `\ ' n �'^•-� (/'f �..-_ \ I VIRGMU DEPARTMENT 233 302 .` %'/ N l / /� - /}( \� I •` Jr _.'�"`• ``~��' yr (�.._� C.Y. / `\ I ! 1aAg TRANSPORTATION LD 1 3 LLj SCALE: HORIZ. - I"=50' _(b" 21-13 BASE 5TONE PAVEMENT DETAIL (NOT TO SCALE) 4" REINEORGED GONGRETE 5000 PSI 4" SUBBASE (21-A STONE) WIDTH VARIES SEE 51TE PLAN 1/4" = 1' _—III—III— I —III— I I- I I -I I I- GOMPAGTED 5UB6RADE 05% DENSITY) GONGRETE SIDEWALK DETAIL (NOT TO 56ALE) ♦ 0 4" TREE LE&END SYMBOL QUANTITY NAME PgMW REMARKS 2" GAL AT PO 10 PIN OAK TIME OF BdB PLANTING 2t' GAL AT RM G 10 RED MAPLE TIME OF BdB PLANTING -•--!J<j 1r lwlbtn d w aA w4 pWr tttw be aerrbtnad j.-0. perawe is w erg. d eddw.a TW sne tnw ee eee.eb did epee N w aenbsalr qr w .0 elredd spenyedN drwtepe Iqr. w ben.n d id aeA rob _ drlat epeM Y eDeM er Mw�rels vM . eer/Mn e ww ewl.t pNe eN eeoeew!'.Mrs Ca-1 r rs�.si 0-6b"" _b . F~ Aed'tp a r,dk. d 300' w rid e1rM — d dab) *" » MN br w aetMreBwt a- At VAr. TAr r.• rrtw be P—A w eeA r 0— ae4 pal. » a..btta.r4 paws ad b the dwWhM we pawned. Oen.eb b » Caw A, a cent r peen. 4000p61 x I " COMBINATION 6" CURB & GUTTER foe 602 VIRGINIA DEPARTMENT OF TRANSPORTATION ,.03 . r _ _ _:. _ _ : .... 1- _-- � ,. � : � - 825 __.::. �„ _- � _...;_..�. �. � ! 8�20�.. _ _. / . _°�._.._ CO. fete... . Al 815 815 — .w i f1. EX. 24 kGP r---- _, ..__� c0 qT Z .w a ; 4: I� .... li ... _ n 0+00 1 +00 2+00 3+00 4+00 CL PROFILE STM. STR. 1-5 W W Z W O C\2 to It It a zx �c\2 y�� to cQ L1J W�Q, 0'�1 r+^t LL J LO w V) w � � a) 0 O w to w ill h- Z w Z z O Z 5J W CL a W CL Quj Gf No.022837 t SI _ANAL m E U W �� n�1 z aF+r p-1 i•._t O trT� E r� Q 1l-7-1� fv1-1 I D W a �-- c o ow Q � W I� DATE: 5/18/01 SCALE: 1"=20' DESIGNED BY: AS FILE NO. 2039 SHEET 11 OF 11