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HomeMy WebLinkAbout81-05 Shenandoah Development Community Center - BackfileGENERALCONSTRUCTION NOTES 1. lbe contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Dcpqrtment of Health, Frederick CountySanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. the contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's resppoonsibilit�yyr. The contractor shall nofrfy all utility companies 72 hours prior to construction. Call Miss Utility 1-800-552-70{il. 3. the contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL. 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, THE AUTHORITY. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A B) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL THE CONTRACTOR MUST: 1. MAKE APPLICATION AND PAY DEPOSIT 2. MARK THE TAP LOCATION 3. COORDINATE INSTALLATION WiTH THE ENGINEERING -ASSISTANT. 7. EXACT LOCATIONS OF WATER AND SEWER SERVICES ON NEW LINES ARE TO BE COORDINATED WiTH THE AUTHORITY'S INSPECTOR. 8. THE AUTHORi YS 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 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 %- 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. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACK FLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A BACK FLOW 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 BACK FLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRE, 12. FCSA ENGINEER SHALL REVIEW THE MECHANICAL DRAWINGS CONTAINING THE DOMESTIC AND FIRE SERVICE METERS AND BACK FLOW PREVENTION DEVICES, AND APPROVE THE DESIGNS AND MATERIALS, FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times durin construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION Vt. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety do Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs;. sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. z 'kin -4 cnl'� ,4 �TAX � �- "k woff v S P GAm" E, L A U *qAo V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 957. of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT°s discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total- prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade, by means of a mechanical spreader. Density Will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VfM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-s°rx- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing. pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT9s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. r r 4 r a. kit VICINITY SCALE: 1 " = 2000' Wft Engineers. Surveyors. Planners. Landscape Architects. EROSION CONTROL 1. Prior to initiatingan land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public y meetings will be scheduled rior to works staff to discuss the approved erosion and sediment control plan. No pre-constructiong P issuance of the land disturbance permit for the subject project. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspect ions 2. Co P Pa as indicated by the program administrator. 9 the erosion and sediment control measurers have been installed in accordance withthe approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subd`nnsion shall be stabilized in occordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) stormwater con veyance ance ern curb items o ' the following b) Submittal of certified as -built of the subdnrision which contains - ey and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control strictures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. required Burin con struction sh all be con tinuously ma intained shown or as iY 5. A11 erosion control structures sho eq 9 throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shag be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. OWNER 600 SUITE i MARYLAND 20852 0• i' UTILITIES FREDERICK COUNTY SANITATION AUTHORITY P. 0. BOX 1877 WINCHESTER, VIRGINIA 22604 (540) 868--1061 P.O.C. JOHN WHITACRE ALLEGHANY POWER 3463 VALLEY PIKE WINCHESTER, VIRGINIA 22604 (540) 722-5852 P.O.C. CINDY LAING VERIZON 404 H I LLAN DALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 P.O.C. TERRY PERSONS ADELPHIA CABLE 1039 N. FREDERICK PiKE WINCHESTER, VIRGINIA 22601 (540) 667-0364 P.O.C. BRENT LILES SHENANDOAH GAS P. 0. BOX 2400 WINCHESTER, VIRGINIA 22604 (540) 869-1111 P.O.C. TIM HOCKMAN . i IAID' w. }3 i NAME: Ron Mislowsky_ CERTIFICATION PE-020674 DATE THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS., 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 540.667.2139 P�_l H OF 540.665.0493 % '0. �'' 0� Z .1.. SHEET TITLE 1 COVER 2 KEY PLAN 3 SITE PLAN 3A ROOF DRAINAGE PLAN 4 GRADING AND EROSION & SEDIMENT CONTROL PLAN 4A PLAZA AND THEATER GRADING PLAN 5 STORMWATER MANAGEMENT POND 6 STORMWATER MANAGEMENT POND DETAILS 7 STORM CULVERT PROFILES 8 STORM CULVERT PROFILES 9 STORM CULVERT PROFILES 9A STORM CULVERT PROFILES 9B ROOF DRAIN PROFILES 10 LANDSCAPING & LIGHTING PLAN 10A LANDSCAPE & LIGHTING PLAN 11 MISCELLANEOUS DETAILS AND NOTES 12 MISCELLANEOUS DETAILS AND NOTES 13 MISCELLANEOUS DETAILS AND NOTES 13A UTILITY DETAILS AND NOTES 14 MISCELLANEOUS DETAILS AND NOTES 15 MISCELLANEOUS DETAILS AND NOTES Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date QNFNANnnAN nFVFi OPMFNT COMMUNITY CENTER OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT SMARY TAX IDENTIFICATION !DUMBER PART OF 87-((A))-103 EXISTING PARCEL AREA 976.266 ACRES DEVELOPED PARC`- AREA 18.97 ACRES ZONING R5 ADDRESS - BALD EAGLE DRIVE CURRENT USE VACANT PROPOSED USE COMMUNITY AND FITNESS CENTER DISTURBED AREA 18.97 ACRES SETBACK REQUIRED PROVIDED FRONT 20' CORNER SIDE SIDE 10' 696+ REAR 15' 219'+ PARKING 5' 18'+ BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR FITNESS CENTER 9283 SQ.FT. GROUND FLOOR COMMUNITIES CENTER 18321 SQ.FT. BASEMENT FLOOR COMMUNITY CENTER 8707 SQ.FT. TOTAL- 36311 SQ.FT. NUMBER OF STORIES FITNESS CENTER 1, COMMUNITY CENTER 2 FAR ALLOWED 1.0 FAR PROVIDED 1.0 MINIMUM LANDSCAPED AREA 4.73 AC. (25%) LANDSCAPED AREA PROVIDED 11.82 AC. (627) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250) 17 334 HANDICAP SPACES 8 12 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 347 PARKING LANDSCAPING PAVEMENT AREA 143,503 S.F. PAVEMENT TREES REQUIRED 71.8 0 1/2000 SQ. FI. PAVEMENT TREES PROVIDED 72 INTERIOR TREES REQUIRED 34.2 (01/10 SP.) INTERIOR TREES PROVIDED 35 TOTAL TREES REQUIRED 106 TOTAL TREES PROVIDED 107 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. BUILDING AND POOL SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/ 2003. OTHER CODE THAT APPLIES IS [CC/ ANSI A 177.1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) HOTE CHAPTER 31 IBC FOR SWIMMING POOL BARRIER REQUIREMENTS. 12. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC COMMUNITY CENTER SITE N/F . NORMAN N. & CONSTANCE H. 93-A-77 USE: AGRICULTURAL DB 312 Pg. 208 FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST ETC.) AND THE PLANS SUBMITTED FOR PERMIT APPLICATION AMENITIESSHALL BE SEALED BY A VIRGINIA LICENSED DESIGN AREA PROFESSIONAL. 13 TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF CONSTRUCTION. TRIP GENERATION ITE, 6TM EDITION ESTIMATES COMMUNITY AND FITNESSTHIS SITE AT FULL DEVELOPMENT CENTER WOULD GENERATE M T.P.D. USE CODE: 495 0 •JI FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. PROPOSED W W.T.P. o N/F NORMAN N. & CONSTANCE H. TOLKAN 93-A-77 USE: AGRICULTURAL DB 312 Pg. 208 PHASE I LIMITS c,s N/F ALBERT & TERRI GRADY 94A-1-11-20 USE: VACANT N/F MARY M. GRADY 94A 1-10-11 VACANT USE: VACANT MARY M. GRADY 94A-1-1-12 USE: VACANT NOM Rn TO FRONT PHASE 4 PHASE 4 LIMITS" PHASE PHASE 4 N/F OAK RIDGE PROPER7IES, INC 86-A-27 3D USE: AGRICULTURAL DB 604 Pg. 792 N 02'59'34" E 159.32' SE / �S? O .sue 1 N 0=0 o ,E .64' E 2' �► 0 r( 0 v as 'ta• w s 2 , 57. J. D C 94 DIRMA V. HEADLEY , W 87-A-105 aS� 8050' ' E USE: RESIDENTIAL $A F 70.76' �a e 1 �514 `p° ACE L- a , OD 4 •1'2 W t] ' gOYD D. & C A- 07 --- i9 8 RES10 55L 1 0 USE: 8 1'2p' E m 76'37 4 DO 645 Pg• 98.14' {{ O u1 '37'34- E, Y 1 0.26' V RED N CQU 350.0 , E � ,` jet' z 350.00' A � `E N/F c"ii a PARCEL FOUR i � - 4r` ,�, , AVID AHEAD Y a ^' 14.025 AC. N 87-A-103A ni G 666. SE: RESIDENTI L r S 34*46'16 W 1,12 46'480.78' JEFFREY E. WILLIAMS 34'16' W AMS 134. 16W - �I S 34'461 DB 568 Pg, 105 U • � � R 0 U TE 5 2 2 504.33' 0s0 � /34� R/ r--\ / r-1 I A K I ROY S. & MARGARET 1. MADIGAN 86-A-223 DB 274 Pg. 52 N 58'03'25" W ''•4.._. 231.81' • 5 N 55.22'55~ W 219.72' A S 72.59'02" W 57.66' O z cn N� N ELIZABETH CAMPBELL ESTATE BOBBY W. & GLADYS E. :::� GIBSON 86-A-273C DB 581 Pg. 792 W A] SCALE: 1 " = 500' L IPLAIZE 111 ---- 27-A- C. SE:E: VAC 0 MARY E. 1' DB 162 Pg. 0 Z 196.. W S 27 07z NT ' rn OD GIN W j 40, ---j S 27'09'16' W 388.10, N/F CLEVELAND WILSON & GLORIA J. SETTL 27-A-15 DB 139 Pg. 423 (C) 5' E N/F JOHN M. & UWAN G. LEIGHT 86-A-218 DB 426 Pg. 121 0 w1 O 00 N/F MILTON K. & BEATRICE I. APPERSON O 87-A-15 DB 263 Pg. 183 J J N 34'57 24" E 137.284 AC. E N SANDY'S MOBIL HOME COURT. INC. 87-A-95 USE: RESIDENTIAL DB 837 Pg. 1554 4� 0 U N/F ROSALIE B. CHAMBUN 27-A-12 DB 65 Pg. 39 (0) e i� 3 ! VY & BOLYARD ° 87-A-101 920 Pg. 1000 ROGER G. CLARK 87-A-100 DB 930 Pg. 1325 In L & SHIRLEY J. LEE 87-A-98 DB 929 Pg. 1718 _ N/F 13ERNICE A. RAPCZYK. TRUSTEE 87-A-97 & 97A INST. #030004781 N/F RALPH L & STELLA M. CATETT 87-A-96A DB 627 Pg. 389 WAIVER OF CURB AND GUTTER REQUIREMENT FREDERICK COUNTY GRANTS A WAIVER OF THE CURB AND GUTTER REQUIREMENT AT THE INTERIOR ISLANDS AT THE SHENANDOAH COMMUNITY CENTER PARKING LOT STRICTLY FOR THIS SITE PLAN ONLY AND BASED ON THE NEED FOR WATER QUALITY TREATMENT OF THE PAVEMENT RUNOFF TO PROTECT THE SURROUNDING NATURAL WATER FEATURES. THIS WAIVER REQUIRES THE INSTALLATION OF PLANTINGS WITHIN THE ISLANDS AS SPECIFIED BY DETAILS PROVIDED ON THE PLANS. N/F JOHN F. JR. & LILLIAN M. DAVIS APPROVED WAIVERS: -- 27-A-14 USE: RESIDENTIAL ON NOVEMBER 8, 2000, THE FREDERICK COUNTY BOARD OF SUPERVISORS, FOLLOWING DB 160 Pg. 354 (C) ;; 8148' W 323.16N/F �M L & JO ANN FRANCIS 27-A-13 DB 168 Pg. 22 (C) THE RECOMMENDATION OF THE PLANNING COMMISSION, GRANTED THE APPLICANT OF THE SHENANDOAH MASTER DEVELOPMENT PLAN THE FOLLOWING: 1. ENVIRONMENTAL PROTECTION - AS PERMITTED BY 165-77.R, A WAIVER OF THE REQUIRED PROHIBITION OF WETLANDS DISTURBANCE. 2. ENVIRONMENTAL PROTECTION - AS PERMITTED BY 165-77.R, A VARIATION FOR WOODLANDS DISTURBANCE, ENABLING DISTURBANCE OF UP TO 60 PERCENT OF THE PROPERTY'S WOODLANDS. 3. BUFFERS AND SCREENING - AS PERMITTED BY 165-77.H, A WAIVER OF THE INTERIOR RESIDENTIAL SCREENING AND ROAD EFFICIENCY BUFFER REQUIREMENTS IN AGE RESTRICTED COMMUNITIES. GRAPHIC SCALE: 1 " = 500' 500 0 500 1000 a G' a vi vi r o o O o ` N ¢ o N W V) W U w W to M � M o O o 0 Z Z Z � O O O cvi� U U U W 0 w W w 2 d d M N z d v a CV (0 0 O� N tl) N a N0 �_ E Q W � .2) 07 M L ch 0) c > L LL FA N W " I, .0 U) U) C: f-- LL. N ._ 0i O T C O L � 'cn IL L j z w Y z W (� I- :2 W Qv �--- 0 (� > W (� J W W fY zW O 0 U Q O�U Z U -- z QO Cy � z LLJ In v W O O LIJ c V J LLd LO �_ W CD t7 O Q U(z w J_ U) ° 3 n (7) B L� Li) WLL U) Q Q W W Q = 0 O I-- _fr 0 N STM STIR 28, DI-1JH =3.26' STA = 10+50/10+88.11 RIM = 668.20 ......................... INV IN = 665.45 C29-28 IN = 665.15 C30 28 664.95 C28 1 038A EX 0,41V EX STM STR 1038A, DI-3C L= 2 STA = 10+50 RIM = 669.50 INV IN = 663.70 C25-EX 1038A INV IN = 663.70 C28-EX 1038A INV OUT 663.50 C103BA-1036 o STM STIR 25, DRAIN BASIN, 1 5"0,H=2.62' STA = 11+02.36 RIM = 667.00 INV IN = 664.58 C26-25 INV OUT = 664.38 C25-1038A j STM STIR 26, DI-1,H=3.30' STA = 12+06.44 RIM = 669.60 INV IN = 666.50 C27-26 INV OUT = 666.30 C26-25 EX STM STIR 1037B, DI-3B L=20 STA - 10+00/10+50 A. RIM - 662.95 INV IN - 659.23 C23-EX 10378 EX. INV OUT= 659.03 C103713-1037A STM STIR 1037D, D1-1,H=6.62' RIM = 663.00 INV IN = 656.60 C47-1037D INV OUT = 656.38 STM STIR 23, DI-3B L=20.H=3.92 STA - 11 +52.70 RIM - 666.40 0 INV` IN = 662.68 C24-23 INV OUT = 662.48 C23-EX 1037B STM STIR 24, DI-3B L= 1 2',H=3.92' STA = 12+37.59 RIM 669.19 x INV OUT 665.27 C24-23 IN O 1�0 STM STIR 47,DRAIN BASIN STA = 11+45. o 03' RIM = 663.00 36 P I C N I C INV IN = 660.17 C48-47 A L-A INV IN = 660.17 R21-47 RE INV OUT a 659.97 C47-1037 TM STIR 44 DRAIN BASIN, 15"0,H=3.30 "f S 6000 SO. FT. RIM = 67 + INV I.68 TA = 11 N = 266 C44A-44 11INV IN = 669.0 13-C STX STIR 48,INLINE DRAIN,15-0,H-2. INV OUT = 6%90 3A STA = 12+58.28 INV OUT M = 'fi63.17 & 660.75 C48-47 STM STR 46, NE DRAIN, 1 2-0,H=2.20' STA = 12+68.0 RIM - 672.10 INV OUT - 669.90 -45 STM STIR 29, DI-38 L=12'.H=3.92 STM STR 30, DRAIN BASIN, 15-0, H=3.40' STM STIR 35, DRAIN BASIN, 1 5-0,H=2.62 STA = 12+28.15 STA = 10+50/11+41.05 RIM = 669.00 RIM = 672.00 STA = 11+64.45 INV IN = 665.80 C31-30 INV OUT = 668.08 C29-28 RIM = 671.00 INV IN 668.58 C36-35 -30 - 668.38 C35-34 INV IN = 665.80 C32 0 INV OUT 665.60 C30-28 _DRAININO 5" H=2,420 P ; 3� 'U'l r 669.00 2 I; = 666.78--C33 .. 3- STIR 31,INLINE DRAINO-5 k�-4.42, OUT 666.58 C32"STA S6 12+21.39 _Rid.,671.00 666.58,,., -30 INV OUT STM STIR 33, INLINE D 2il 1 RIM 671.00 INV OUT - 668.58 C33 32 ST 37 NL NE D iN 150, =2 STA + 3.6 RIM 673.00 R7 INV OUT - 670.58 C37-36 STATE 36-9! TYP NV\ 81 t 19 S1W "�T RI EX, FH C27-26 8"X8" TEE EX STM STIR 20, DI-3C 8" GV L=10',H-4.50 fi" PLUG -7 STA = 13+78.18 RIM = 671.00 INV IN = 666.70 C21-20 INV OUT = 666.50 C20-19 -4 WATER -'qq 4!MW il Awkwl 7) -, "IN", lzlq�Wlmlz STM STIR 45, DRAIN BASIN, 12 0 H-2.55 STA = 12+20.19 RIM - 672.10 RIM 671.75 STM STIR 44A, MH-1,H=3.05' 1W IN - 668.30 C INV IN = 669.65 C46-45 . m STA = 11+75.47 668.20 21 INV OUT 669.55 C45­44A R10- = 672.25 IN IN = 669.30 C45-44A aim Qlr% 14,11'qwl-m- INV IN 'jI%,,669.3O POOL-44A VN. M 1 15"0,H=10.00' RIM 6� 1 INV OUT 69.20 C44A-44 STA = 12+89.63 1w. IN= 0 RIM INV. OUT= 65 .0 INV OUT 649.40 C7 15 71,DRAIN BASIN, 1 5"0,H= 10.00' STA = 2+89.63 5"A'A", Alih, !04 RIM = 651 80 INV IN - 6)S80 C72-71 STM STIR 62,DRAJN BASIN, 1 5"0,H=3.58' C-A STM STIR INV OUT 41.80 C71 -62 STA = 12+89.63 RIM = 641.00 RIM" 37- 0? (a QT 1A %S11 STM STIR 39,1tS 637.42 C62-61 INV` OUT C70-DITCH STA = 10+16.34 RIM = 631.50 MANHOLE RIM IV INV OUT= 631.50 C39-66 659.71 STM STIR 61,DRAIN BASIN,15"0,H= STA = 11+93.03 RIM = 637.00 INV IN = 632.84 C62-61 INV OUT 632.64 C61-60 STM A STR 66,DRAIN BASIN,24"0,H C39-66r� 2.42- = 10+00/11+59.50 r RI = 631.50 6.7 5, 00 INV IN - 629.28 C67 55/1,t INV IN 'N,629.28 C68 INV IN = 629.28 C39 INV OUT - 6W.08 C66 ----------- STM STIR 60,DRAIN BASIN, I 5"0,H=7.39' STA = 11+38.25 RIM = 636.25 INV IN = 629.06 C61-60 INV OUT = 628.86 C60-59 ... STM STIR 59,DRAIN BASIN, 1 5"0,H=4.38' .... STA = 10+89.50 RIM = 626.00 INV IN = 621.82 C60-59 INV OUT = 621.62 C59-58 STM STIR 64,DRAIN BASIN, 1 5"O,H=2. STA = 10+00/10+72.27 RIM = 621.62 INV IN 618.98 C65-64 INV IN = 618.98 C40-64 INV OUT = 618.78 C64-58A STM STIR 58,DRAIN BASIN,24-0,H=2.42' STA 10+00/10+33.22 RIM = 616.25 INV IN 614.03 C58A-58 INV IN = 614.03 C59-58 INV OUT = 613.83 C58-LAKE ES STA = 10+24.17 INV OUT = 613.50 C58-LAKE STM STIR 40, ES STA = 10+16.34 RIM = 621.50 INV OUT = 621.50 0-6 NOTE: 1 FOR ROOF DRAIN PLACEMENT AND INFORMATION REFER TO SHEET 3A. 2. LENGTH OF FLOATING ACCESS PIER AND ALUMINUM GANGWAY ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DESIGN -BUILD FIRM TO DETERMINE THE APPROPRIATE COMBINATION (INCLUDING HEADWALL/LAND EXTENSION/RIP RAP) TO PROVIDE THE SPECIFIED ACCESS LENGTH TO THE FISHING PIER OUTLET PROTECTI( WIDTH-10' LENGTH-8' DEPTH-1.7' RIPRAP CLASS 1A STIR 27: DI-39 L=10' = 13+16.13 72.28 $68.36 C27-21 EX STM STIR 21 0 C STA - 10+00/14+ RIM = 671.8U ' N1 INV IN = 667.70 C43-2 INV OUT - 667.50 C21 - --------- STA RIM\11_ H=4.30'/ TYP REVISE EXISTING OUTLET PROTECTION Culvert Summary O)bidge Comnunity Center TO ACCOMMODATE POND OUTFALL Sir Culvert Irw. In Inv. Out Qfl) D(m.) S(%) Type WIDTH-16' 1 1-4 667.18 664.84 88 15 266 CPP LENGTH-14' 2 2-1 668.58 667.38 66 15 1.82 CPP DEPTH-1.7' 3 3-1 668.98 66738 35 15 4.57 CPP RIPRAP CLASS 11 4 4-50 664.64 663.50 52 18 2.19 CPP STM STIR 38, DI-1,H=2.50' 50 R. 0. W 5 54 666.00 664.84 69 15 1.68 CPP STA = 10+43.17 RIM = 671.50 . 6 6-5 667.00 666.20 76 15 1.05 CPP INV OUT a 669.00 C38- 7 7-6 669.30 667.20 100 15 2.10 CPP 8 8-7 670.00 669.50 27 15 1,85 CPP --- ---- 9 9-8 671.00 670.20 58 15 1.38 CPP -7 ------ - ---- E RACHEL CARBON DRFVE x �4 10 1 10.4 11.10 665.20 666.10 664.84 665.40 33 65 15 16 1.09 1,08 CPP CPP X 12 12-11 668.30 6156,30 74 15 270 OPP 13 13-12 669.00 668.50 84 15 0.60 CPP ti 14 14-13 670,0D 689.20 27 15 296 CPP 15 15-14 671.00 67010 50 15 1.60 CPP ES 16 16-11 0.60 666.3D 58 is 0.52 CPP OUTLET PROTECTION 17 17-16 667,30 0.80 87 15 0.57 CPP INV OUT 662.00 WIDTH-4' I 18 1"0 664.70 663.50 189 24 0.63 CPP -6 NGTH 2.97 CPP DE 2.2' 1 111A I &A-1 8 667.38 665.45 65 15 0.58 W5,45 57 15 5,49 CPP 18B 18B-18 RIPRAP S 1 19 19-18 665.60 665,20 rA 18 0.62 CPP STORMWATER 20 20-19 0.50 0.80 125 18 0.56 CPP MANAGEMENT POND 21 21-20 667.50 666,70 38 15 2.11 CPP 22-DITCH 664.09 66200 30 15 6,97 CPP 22 23 23-10378 662.48 659,23 103 15 3.16 CPP 24 24-23 665S 6MU 9 15 3.05 CPP )U ET PROTECTI 15 1.31 CPP STM STIR 34, DI-1 -8.60' 25 25-10311A 664,38 663-70 52 STA - 10+00/1 01.20 26 26-25 666.30 664.68 104 15 1.65 CPP _E TH-10' RIM - 671.6 27 27-26 W.36 666.60 110 15 1.69 CPP -22'INV IN .00 C35-34 28 28-1038A 664.95 663.70 38 15 3.28 CPP P CLASS 1 INV = 668.50 C38-34 668.08 0,45 140 15 1,88 CPP OUT = 663.00 C34-POND ES 29 M28 30 30-28 665.60 0.15 91 15 0.50 CPP STA = 10+00 31 31.30 666.58 665,80 80 15 0.98 CPP INV OUT = 661.00 C50-POND 32 32-30 666.58 6E 80 52 15 1.50 OPP 33 33-32 668,58 666.78 79 16 2,28 OPP 34-poNo 663.00 662.00 51 15 1.98 CPP -0,H-3.30- 34 RAIN BASIN,15 64 z M STIR 50, MH-1 H=8.20' 35 W34 0.38 0.00 63 15 0.60 CPP 76 15 1.47 CPP 0 36 36-35 669.70 661158 670. 90 C37-36 STA 10+00/11+69.59 58 669.90 113 15 0.60 CPP R 671.50 37 37-36 9.70 C36-35 INV IN = 663.50 C63-50 l 1 INV IN 664.50 C4-50 1 38 38-34 669.00 6R50 43 15 1.16 CPP = 631.50 629.28 16 15 13.88 CPP INV IN = 663.50 C18-50 39 3M6 INV OUT - 663.30 C50-POND 621.50 618,98 16 15 15,75 CPP 43 43-21 668.20 667.70 51 12 0,98 OPP -66�ft-6 cc, 9-18 668.90 W8.30 108 12 0,56 CPP i 40 40-64 26-19 STM STIR 18B, INLINE DRAIN, 15*0,H-2.42 44 4443 STA = 11+06.76 0,20 669.00 34 12 0,59 CPP 44A 44A44 RIM = 671.00 INV OUT= 668.58 C1813-18 STM STIR 4,DI-1,H=4.96' i ai w 45 46-44A 669.55 669,30 45 12 0.58 CPP 10+00/12+11.29 -45 669,90 669.65 48 12 H2 CPP STM STIR 18 DI-1,H=6.90' STA 46 46 I x i RIM 669.60 -3CC 47-10370 6%97 656,60 193 15 1.75 CPP STA - 10+90/11+89.09 INV IN - 664.84 CIO-4 STM STIR 63, DI 47 - 671.60 -6,00',H=9.06' RIM L 48 4847 660.75 660.17 95 15 Hi CPP -18 INV IN - 664.84 CI -4 50 50-POND 661.00 160 24 1. 0A CPP INV IN = 665.45 C18A STA - 12+61 INV IN = 665.45 C188-18 INV IN - 664.84 C5-4 j \ \ 58 58-LAKE 613.83 613.50 35 15 0,94 CPP INV OUT 664.64 C4-50 RIM - 678.38 INV IN - 665.20 C19-18 INV OUT = 669.32 C63- 50 INV OUT 664.70 C18-50 $$A 58A-66 617.08 614.03 51 15 5,98 CPP 5813 586_58A 617,48 617.28 25 15 0.81 CPP M STIR w 1 IM - 6 INV INS INV OUT ' -q-i8 R10' X 59 59-58 621.62 614.03 60 15 12.65 CPP CIS-50 0 TM STIR 10, DI-1,H=4.40' STIR 1, DI-1,H-2.42- 60 60-59 628,86 621.82 49 15 14.37 CPP STA = 10+35.05 STA - 10+50/10+88.34 61 61.60 632.64 629.06 55 15 6.51 CPP RIM = 669.60 RIM = 669.60 62 62 -61 637.42 632,84 97 15 4.72 CPP DI-3C INV IN - 665.40 C1 1-10 INV` IN - 667.38 C3-1 63 63-50 0.32 663.50 260 15 224 CPP L=1 01 NV OUT 665.20 CIO- INV IN = 667.38 C2-1 618.78 617.28 21 15 7.14 CPP STA - 11 1 OUT 667.18 CI-4_____ i 64 65 64-58A 65-64 623.00 618.98 35 is 11.49 CPP c: IM - C c OUT C18A-1 66 66-65 629A 623.20 53 15 11.09 CPP M STIR 16 D IN BASIN1,`-' 15*0,H=4 40- STA = 11 +08.1 IM - 671.00 I IN = 666.80 17-16 IN OUT = 666.60 16-11 C) P 0 DICAP 0 PARKING S # 1�pw PER VIRGIN ODE. �5 SECTION 36- X ("'Kitwumv, TIP. x 90 6, � ��b 4p j5I kil C) .00 x 7, V?l % <1 10 STM STIR DI-3C L 3r. STA = 11+95.16 ARCH , RIM = 671. '%INV OUT - 36067.30 C17-1 FIRE DEPT. (%nmmF(%,nnm--q DITC ITC OUTL PR f WIDTH -I( I ENGTH-8'y PTH- 1.7' CONNECT TO 51 4EX. WATER Al P CLASS N PROVIDE 8*X6" 15 D WAo -0, METER TER REDUCER STA = 6 $Tk­ +00 EX STM STR 14, DI-3B 9 RIM = 0 652.50 L-8',H=4.20' 6' WIDE STEPS., n rAR , NN % INV 0 NMIUITC STA = 12+85.30 STMSTIR 65,D M STIR DRAIN IN, RIM = 674.20 15"0H48 INV IN = 670.20 C15-14 15"0,H-5.00' ,=.INV OUT = 670.00 C1 4-13 C40-6 STA- 11+06.78 STA - 10+29. PROPOSED DUMPSTER PAD RIM - 628.00 RIM - 649.20 lc� INV, IN - 623.20 C66-65 INV IN - 644.53 -69 WITH 6' SCREENING WALL AND OPAQUE SATE INV OUT - 623.00 C65-6 INV OUT - 644.33 STM STIR 22, DI- 1,H=3.51 -DITCH STA = 10+79.43 C69 64-58A ES OUTLET PROTECTION RIM = 667.60 WIDTH' 10' STA = 10+00 INV IN = 664.29 R8-C22 RIM = 642.00 LENGTH-8INV OUT 664.09 C22-DITCH DEPTH_'1.7' INV, IN = 642.00 ES C69-DITCH RIPRAP! CLASS 1A STA 10+50 < INV OUT 662.00 C22-DITCH I STM STIR 58B�JNLINE DRAIN, x H=2.42 N', EX STM STIR 15 DI 3B 115"0, OUTLET PROT1660' _8' * - 7 L H=4.67' STA = 10+24.39 WIDTH-10' RIM =619.90 LENGTH-8' STA = 13+35.45RIM = 675.67 INV OUT = 617.48, C5813-58A 1 DEPTH-1.7' INV OUT = 671.00 C15 RIPRAP CLASS 1A STM STIR 58A,' DRAIN BASIN W/ T IN SOLID TOP,24*0,H=2.74 S 7' STA = 10+50.81 RiA.1 611.0/ 0 RIM = 619.82 lt',Al JAI 65.3.9,9 /1", �i. 4 �7 Yv`l iA,, iz�- 6,`� a" NV IN 617.26 C64-58A "T", J INV 0; T -,, 6, ;5..;7 NV IN 617.28 C64-58A SHORTEN 5' WIDE ALUMINUM V OUT = 617.68 C58A-58 MANHOLE RIMEXISTITONG GANGWAY 659.71 8' WIDE FLOATING ACCESS PIER 10' x 72' FLOATING FISHING PEIR NUNE 0 +18.70 so 0 67 D C7( 68,INLINE W/ 24- COVERED CENTER SITE -PLAN SCALE: 1 50 ft LEGEND SYMBOL DESCRIPTION EX. SAN. SEINER MANHOLE EX. 8* SAN. SEWER MAIN EX. WATER MAIN EX. CONCRETE ROLL-TOP CURB EX. GATE VALVE EX. FIRE HYDRANT ASSEMBLY EX. STREET SIGN EX. STOP SIGN co -I SANITARY SEWER CLEANOUT I CO-2 SANITARY SEWER CLEANOUT 2 Y FIRE DEPARTMENT CONNECTION 1/ 1 ), 67 67-66 637.00 629.28 60 15 1287 CPP % 637,50 629,28 62 15 13.26 CPP WHEEL STOP, TYP. '90 66 68-66 644.33 642,00 38 15 6.13 CPP 7* 69 69.DrrCH I KAI, A. STR 3, DI-1,H-2 42� 70 70-DITCH 653.50 65250 15 15 6.67 CPP RIM +85.01 71 71.62 641.80 637.62 32 15 13.06 CPP Ml 6'701.40 OUT 72 72-71 649.40 645,80 31 15 11.61 CPP - 668.98 W-1 1114V "1 11 10378 -1 037A 659,03 652.35 113 15 5.91 RCP DRAIN,15"O.Him: 10378 STIR 2, INLINE 2. 141 is 238 CPP 10437D 1037DA03710 6515A 0.03 = 11+54.46 1038A 00 103114-1036 6615D 651-20 105 16 11,71 RCP - 671. 70 VVI 668.58 Cz�l - $Wm 81ruftre Summery 00"nuinky O"t H STIR 5, DRAIN BASIN, I 5*,l ,H=5. Sk. TKwt STR by STA - 12+80.17 Size or b Cu w KIM - 671.00 Sir. No. Irw. In Inv. Out Inv. In. Inv, in. Inv. in, Top Ely. Type (in) Hw1d INV it) H(mq'd) INV IN = 666.20 C6-5 1 667.38 687,18 W7,38 - 669,60 DIA 2.42 2.42 INV OUT = 666.00 C5-4 2 6N,58 - 671.40 ILD Is - 2.82 242 STIR 11, DRAIN BASIN, 1 5"0,H-4.90"' 3 668.98 - 671,40 DH - 2.42 2.42 STA = 10+50/11+00.05 671.00 RIM 4 664.64 684.64 6604 664.84 60,60 01 4.96 2.67 15 R5p INV IN - 666.30 C16-11 5 066,20 WOO 671,00 Do Is 5.00 2,42 INV IN - 666.30 C12-11 6 6$7.20 667,00 - - - 671,00 DO 16 00 2.42 INV OUT - 666.10 C11-10 7 669.50 669.30 - - - 676.00 01-M - 12 6.70 392 r STM -0,H a 670.20 MOO - - - 676,00 01.39 - 12 6.O0 3,92 STR 6,DRAIN BASIN. 15 -4.00 "00I!, R10' j STA m 9 - 671.00 - - - 676.00 DI-3C - 8 5.00 392 • -30' 13+56.64 10 665,40 665,20 - - - 669.60 DI-1 - - 4.40 2.42 CO. 671.00 -6 - - 671,00 Do is - 4.90 2.42 INV IN - 667.20 C7 11 R6.30 666.10 08.3D INV OUT - 667.00 C6-5 12 668.50 OX - - - 671.00 N 15 - 2.70 2.42 STM STIR 12, DRAIN BASIN, 1 5*0,H-2.70' 13 0.20 0.00 - - - 873.80 D138 8 4.80 3.02 STA - 11+74.43 14 670.20 670.00 - - - 6700 DI-38 - 8 4,20 192 RIM - 671.00 15 - 611.00 - - - 675,67 Ola - 8 4,67 3.92 INV` IN = 668.50 C13-12 16 666.80 0,60 - - - 671.00 08 15 - 4A 2,42 INV` OUT = 668.30 C12-11 V 17 - e67,30 - - 671,30 DWC - 12 4,00 3.92 EX STM STIR 7, DI-38 L-12',H=6.70' Is 665.45 864.70 0.45 0.20 671.60 D0 - - 6.9D 3.17 00 - - - STA - 14+56.64 18A 667,38 671.30 014C - 10 3.92 3.92 18B 688,58 671.00 111) is 2.42 RIM = 676.00 - - - - - 2.42 INV IN = 669.50 C8-7 INV OUT 669.30 C7-6 19 665,80 665-60 - - - 672.00 DI.30 - 12 6,40 4,17 - 20 666-70 666-50 - - - 671,00 DOC - 10 4.50 4.17 EX STM STIR 8, DI-3B L-12',H-6.00' - - - - STA = 14+83.31 21 86710 667.50 671,8D DJ.3C 10 4.30 3,92 22 664,29 Wig - - 66T60 DI.1 - - 3,61 2.42 RIM me 676.00 f_ INV IN = 670.20 C9-8 23 W68 662,48 - - - 056,40 OM - 20 3.92 3.02 INV OUT = 670.00 C8-7 24 - 665.27 - - 0.19 DI.38 - 12 3.92 302 - - - 25 664.58 66438 667,00 Do 16 - 2,62 2,42 EX STM STIR 9, DI-3C L=8',H=5.00' 26 %6.60 W- - 6.30 669,60 01.1 - 3.39 2.42 668 36 - - - 672,28 DI-38 - 10 3Aq 3,92 27 - STA - 15+41.62 665,45 66415 WAS - - W8.20 01-1 3.26 2.42 28 - RIM - 676.00 EX STM STIR 13 DI-38 L-8',H-4.80' INV OUT_w,-67I.00_t9-8 -a j 6158,08 672.00 DI.38 - 12 3,02 3,92 29 30 W.80 W.60 W80 0.00 Do Is 3,40 2.42 STA - 12+58.6S RIM - 673.80 )N INV IN - 669.20 0i4­13-666,58 $71.00 ILD 15 4,42 2.42 INV OUT 669.00 C13- ---_...... 31 r 33 32 666.78 666.68 MOO Do is - 2,42 2.42 -sw­ 668,58 671.00 ILD is 242 2.42 X, 34 668.00 663,00 0,50 VIA DI-1 8,60 2,42 • 35 868.58 668.38 671.00 Do 1s 2,62 2,42 'i I i 36 669,90 669.70 673.00 OB 15 3.30 2.42 37 - 670,58 613,00 ILD is - 2.42 2.42 r 'y 38 669,00 671.50 DI-1 - - 2.50 2,42 11 631.50 631.50 ES - < 0.6 0,00 0,00 (O�s 0.00 0,00 39 621.60 ES - j V1.75 01.1 - - 3.55 2.17 q_ 40 621.60 43 6N.30 6611,20 en,20 Do 12 - 330 217 44 MOO 6611-W 669.00 A 44A 66930 6%,20 669,30 67226 MM-1 3.05 2.17 669.65 8%,55 - 672.10 D8 12 2.65 217 1 45 46 669,90 672,10 ILD 12 220 2.17 ...... 47 660.17 659.97 660-17 663.00 Do 24 « 3.03 2.42 48 663.17 ILD is 2.42 2,42 So 03.50 663,30 863.50 663.50 671,60 MH-1 820 3.17 W'15 08 24 2,42 2,42 614,03 613.83 614.03 77 617.28 619.02 DS 24 2.74 2.42 58A 617.28 617,08 588 617.48 621.0 042 619.90 0.00 ILD Do 1s is 2.42 4.38 142 2,42 A 629.08 628.86 61 632,84 632,64 637.00 D8 15 - 4.36 2,42 SYMBOL C1 -4 DESCRIPTION STORM CULVERT PIPE on ES 1 PAVEMENT - WHEEL STOP 450 PARKING LOT LIGHTS PROPERTY LINE FIRE LANE AN CG-12 lqp\ 82 637.62 637A2 641.00 DO 15 - 3.58 2,42 63 W9.32 678.38 D1-3CC - 9.06 392 64 618.96 618.78 818,98 621.62 DEI 15 - 2.84 2.42 05 623.20 0.00 - 64,00 D8 15 5.00 2.42 88 MA Me 10,28 629.28 - 631.50Do 24 - 242 2,42 87 - 637.00 - - - 642,50 ILD is - 5.50 2.42 es - 637.50 - - - 6460 ILD 15 - 650 2,42 89 64,53 801.33 - - - 649.20 Do 15 - 4.87 2.42 70 - 65350 - - - 653.50 ES - < 0,5 0,00 0,00 71 W-53 641.80 851.80 08 15 %00 2.42 72 - 649.40 - 659A ILD Is - 10,00 2.42 1037B 6%.23 0.03 - 662.95 DIa - 20 3,92 3.92 1037D 656.60 69.38 - 663,00 01.1 - 8.62 2.42 1038A 663.70 663.60 663.70 689.50 DI3C 20 6.00 3.92 GRAPHIC SCALE: 1 50' 50 0 50 100 FH NEW FIRE HYDRANT ASSEMBLY F7 cl� >: 0: >: a: >: (6 C6 CR 2 9 14 -.4 fir i-Z = z 0 0 co 0 m co O Go to 0 to co 0 in to 0 �j w 9 w w m 0 0 8 2 0 0 ry 5 8tL 0 w w a 8 3 I CL al (L 211 0 i'011 O cL w a, a. L-W I X I a: w I col U) I I- re) C'4 .6 'A • L 7p U) F- m Uj < z :7L m - oU_ 0 V) Uj 2>j 0 w _j < tY Z < UJ z U.5 F- 0 (/) W 5 0 < 0 v z rz z D :2 0 :D < LIJ Z :2 w Ll- 12- F- Uj 0 0 0 Ld ) _r 0 0 in- 0 > LLJ n _j :z z V_ w :D < UJ to 0 V) ILL. LO V_ Lj- LIJ X: UJ 0 Ed Q� . 7: ry w n a a >: > to a O w 0 Of w 0 0 v w V 4. N N a N v � J a N C(D Zo ce CL Lo r� © '- tL w I I �i (n w ( �- �w QC) 0. � 3 OU. LL.a w Q �i ac ry oQw Z)� = W oQ raC y mi oU Z �z Z 00 < w CY Zryn Ld =U a LO (n p z Ujo Z u J e— � Q LLJ Q W� �¢'- �� W 0 a: a a vi rri vi o Z Q co 0 0 \ N M ry m LLLj m 2 V 2 O U U V U O U ti w 3 U p U U f f W W f a E o a a E Ir � iri rior I 0 4! M I N 1 'r pO Z ;d z 10-11 Z O� U) ...,! 00 w w w �-- Z oO Z U Z Z W Q d [L F W (n f— W U) �-- W QU OF 30 > W 2> ry J <Y QZW Zw oQ = W 0 U wo Z Q w a w0 LLI �o W = C) a o U., o 0 _ z rn V7 V) Q LL. Z:2 Z Y� �j e— qm W OG 2 Q! V) cf- STM STIR 46, INLINE DRAIN, 0 12", H=2.20' RIM = 672.10 i AR Oil all NOW - A NEW hx LAN MAN ♦.♦*♦tip, � ► �� . ��'�1111r, '-� �:� .— :,_; ' w ;t�r♦r�♦fI ��� ' ,�q�► �� r/ • i lk',`ft WMIR _ ♦`:�♦♦�s`♦fir � , ��►� ' �ry . j ���� � ._, � . ` , ,�► �♦�t�s♦'�rr � Via\ -� , .. � � MR-11�/""'i�!j��.`-'� 1�♦•V►♦'lt�`!rr♦♦•��J'�� •I !®'` �r + �1'il�' ���c�'lSr%•Ifll. � � ,� �}, � '.r' � rya • �•�•rrro•♦ � .may► . ��� ._, ., /� ,i� � .1.�� "" e i = 6 00 NI AR H _ STM- STR" 4-5, DRAIN BASIN, R M VE 12, H=2.55' RIM *=. 672.10 i / 7 STM STR "d, H=3.05' — R1M = _ r, STR H s STM STR 61, DRAIN --BASIN, 15" 0, H=4.36' ti RIM 637.00 e e STM STR 60, DRAIN BASIN, 15"0, H=7.39' / RIM = 636.25 i STM STR 59, DRAIN BASIN, 15" 0, H=4.38' RIM = 626.00 / STM STR 40, ES, \ RIM = 621.50/ STM' STR 58, DRAIN BASIN, 24"4, H=2.42' RIM = 616.25 OTE:� / 1. OR ROOF DRAIN PLACEMENT AND INFORMATION REFER TO SHEET `�3A,_ / I LAKE, ES OUTLET PROTECTION 1 RIM =613.50_ ./ RIPRAP CLASS IA J DEPTH-1.7' LENGTH-8' /WCDTR�� 0'.. MINING 7 MiL im; 1011► ��! ice. � 6T, AN Main WIFUMPIN Isis Oil ... f, 7 ot ,.�w.._..rr�.�•�.. �,a,,,..��: c`it.'+��:.=v!-`a�/" 'i/ ��/ :\�\ • ' • � \ � • ••�/ + 'i� � � ``` .,�1�►`r S TA 5+36 1 Sea-, V SHORTEN EXISTING 900ml awl:`. : " ��i..--., - \ �� �1:• i s ' ' , e� r MANHOLETO 659.71 640 aIva NM M, 1•-wig I� ) --_ c C40-64 1 � 00 a Fj 659.2 IN DRAIN, STM STIR\ \67, N E DRAIV, N E A CH \ 15 0, 0 \� \ RIM = 42. O J STM STR 0, \ \ \ \ � \ \ � \ � � 0 C 0 ITCH ooll 659:2 \ \ Ile c �0 659.2 ar ` ES \ ICI 6 \ 659.2 \ d q 646 d � � STM STR 65, DRAIN BSI e 15"0, H=5.00' RIM = 628.00 \ P \ \ s } -5 A DRY STACK ` P SAN MH 7046 \ I V OUT'/ = 662.00 C22--DI C RETAINING WALL i ES I STA = 3+99.67 \ / \ RIM = 642RIM = 671.00 .00 � \ T/W= 636 P SHORTEN EXISTING \ X S 1 STR \1`5, DI-3B L 8 , \ TOE=630.5 I MANHOLE RIM TO �y \ _ / \ H=4. 7' STM STR 68, INLINE 1 659.71 I IM 75.67 \ ` STM STR 64, DRAI\\N. BASIN, DRAIN, 15" 0, H=8.50' l I \ \ ► \ \ 15"0, H=2.84' RIM = 646.00 STM STIR 69, DRAIN BAS N, \ I )Riot = 621.62 r 1510, H=4.87' � // RIM = 649.20 I � 1 \ _ STM STR 588, INLINE DRAIN, 15"0, H=2.42'\ \ \ \ RIM =619.90 — STM STR 58A, DRAIN BASIN 1\ dd }} GRAPHIC SCALE: 1 " = 20' q W/ SOLID TOP, H=2.74' 1 \ d 1 I 20 0 20 40 RIM =619.82 q q I ! logo to ai U N T- o �( � C � y N cII `w '5 2 M a 08 0 N 'lot n `L Q L � j O .+ c a• w w H Z W f- �►W <U o� Ia W Q � "Q rz �ZQW ZW W V) OQ Q Q Y :E Q Q� aCY Z� �o W w = V 0 V) >Z �i n w o Q q Q V) !] r ,^ �! E STORM WATER MANAGEMENT POND SCALE: 1 " = 20' LEGEND SYMBOL DESCRIPTION -- — PROPERTY LINE ca C50--POND - 27-2- - 670 w ES-1 STORM CULVERT PIPE EXISTING CONTOUR FINISH CONTOURS RIP RAP GRAPHIC SCALE: 1 " = 20' 20 0 20 40 i� (y U O N O •- C) a(Di N fA N N N cy -a cOM 0) C U .i r It o N O V L .�.+ a co CO COD. vi W v "r 'c r- to Lo S 1— LL D_ N L L- L � O C aW Z Q � J W a' f- I- Z 3:: W mm LY_ W O (D Z Q Z (n W / �► W I . Q (L Z z I- O F- (-D V) W�� >J �ry Z LLJ zw Z oa = Q � U 0Z �z Z:D < : ®o 0 CL �o F- WO W 3 =U O a G7 woo p D �- zLd U)o v) Q I Z L Z 0 Ym �QQ�wQ= LL- lEL LINING W STANDARD DI TCH SECT/ON Oxbridge Community Center Channel Sizing Calculations Ditch C1039 Road or Lot RACHEL CARSON Begin Sta C1039 End Sta TOE OF FILL Side SOUTH 0(2)cfs 5.76 Q(10)cfs 11.00 Ditch Type V Invert In 650 Invert Out 631 Length (ft) 56 Channel Slope (%) 33.93% Bottom Width (ft) 0 SS (x:1) 7 Manning's n 0.07 Flow Area (sq ft) 1.31 Wetted Perimeter (ft) 6.11 Trial Q (cfs) 5.8 Trial Depth (ft) 0.43 2-Yr Velocity (fps) 4.41 10-Year Depth (ft) 0.55 Mimimum lining width (ft) 13.2 Lining VDOT Class Al Anchors per sq yd NA Oxbridge Community Center Ditch Detail Summary Ditch C1039 Road or Lot RACHEL CARSON Begin Sta C1039 End Sta TOE OF FILL Side SOUTH Length (ft) 56 Channel Slope (%) 34% Ditch Type V B = Base Width (ft) 0 SS (x:1) 7 d = Depth 2yr + 0.5 (ft) 0,9 D=Mimimun ditch depth (ft) 1.0 Lining Type VDOT Class Al W = Mimimum lining width (ft) 13 Anchors per sq yd NA 2- Year Vel. (ft/sec) 4.41 DETENTION POND - TEMPORARY SEDIMENT BASIN CC POND CC SEDIMENT BASIN EMERGENCY OVERFLOW ELEV -A NONE NONE TOP OF EMBANKMENT-B 666.60 666.60 TOP OF EMBANKMENT WIDTH (MINIMUM) (FT) - B1 15* 15* OUTSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICAL) - 132 2 2 INSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICAL) - B3 3 3 RIP RAP VOLUME CL Al (C.Y.) - C NONE NONE DISCHARGE PIPE DIAMETER (IN) - D 15 EXISTING 15 EXISTING DISCHARGE PIPE INV. OUT -E 657.5 657.5 DISCHARGE PIPE LENGTH (FT) - F 101 101 DISCHARGE PIPE SLOPE (%) -G 0.63% 0.63% DISCHARGE PIPE INV. IN - H 658.1 658.1 DISCHARGE PIPE TYPE - H2 RCP RCP OUTLET STRUCTURE TYPE - I EW-1 DIA OUTLET STRUCTURE TOP - J 660.33 662.00 SEDIMENT BASIN STRUCTURE 1041 ORIFICE INVERT - L2 - 658.10 SEDIMENT BASIN STRUCTURE 1041 ORIFICE DIAMETER (FT) - K2 - 0.50 TWO YEAR STORM ELEV - M 660.56 661.60 TEN YEAR STORM ELEV - N 662.14 662.90 100 YEAR STORM ELEV - 0 663.72 664.46 CLAY CORE TOP - P NONE* NONE* ANTI -SEEP COLLAR DIMENSION (IN) -Q NONE NONE EMERGENCY OVERFLOW WEIR LENGTH (FT) - R NONE NONE TEMPORARY PVC STUB INVERT ELEV: S NONE NONE TEMPORARY PVC STUB DIAM (IN) - T NONE NONE STRUCTURE INLET PIPE LENGTH (FT) - U NONE NONE STRUCTURE INLET PIPE DIAMETER (IN) - V NONE NONE STRUCTURE INLET PIPE TYPE -W NONE NONE STRUCTURE INLET PIPE INV. IN ELEV. -X NONE NONE STRUCTURE INLET PIPE INV. OUT ELEV. - Y NONE NONE STRUCTURE INLET PIPE SLOPE (%) - Z NONE NONE STRUCTURE INLET PIPE ORIFICE DIAMETER (IN) -AA NONE NONE STRUCTURE INLET PIPE ORIFICE INVERT ELEV. -AB NONE NONE TRASH RACK (TR) REQUIRED YES / NO YES NO DEBRIS CAGE REQUIRED YES / NO NO NO ANTI VORTEX DEVICE REQUIRED YES / NO NO NO BARREL LENGTH IN SATURATED ZONE (FEET) - Ls 25 25 DESIGN FLOW IN IN EMERGENCY SPILLWAY (CFS) 0 0 OUTLET PROTECTION (MINIMUM FOR C1037) Q10 (cfs) 10.05 12.15 WIDTH (FT) 14 16 LENGTH (FT) 12 14 RIPRAP VDOT CLASS 1A 1A DEPTH (IN) 1.7 1.7 MODIFICATION OF DETENTION PONDS TO SERVE TEMPORARILY AS SEDIMENT BASINS WORK SHEET FOR CALCULATING SIZE AND LENGTH OF DRAIN TUBING volume to be drained 25596 cf 0.587603306 ac ft 8.13 AC X 67 = 545 CY flow rate for 24 hr dd 0.29625 cfs 545 X 27 = 25596 C FT min diameter 6 inches oriface area 0.087 sq ft (Item 2)/(0.6*(64.4*0.5)^0.5) oriface area x 2 0.17 sq ft oriface area x 2 25.06 sq in orifice area / ft 1.66 sq in feet of tubing reqd 15.10 ft use 30 ft Typar flow rate 709 sgcfs / Typar 3301 area reqd 210 sq ft area reqd x 2 420 sq ft Width reqd 14 ft Design Minimum diameter of tubing 6 inches Minimum tubing length 20 feet Minimum grade of tubing 0.02 ft/ft Minimum dimensions of gravel Lenght 30 feet Width 14 feet Depth 1.5 feet EMBANKMENT SIDE SLOPE HORIZONTAL (82) TO 1 V! EMBANKMENT SIDE SLOPE 1 VERTICAL- TOP OF EMBANKMENT ELEV (B) EMERGENCY OVERFLOW PROVIDED ELEV. (A) V.D.O.T CLASS - A1 RIPRAP (C) MM EMBANKMENT SIDE SLOPE HORIZONTAL (83) TO 1 VERTICAL EMBANKMENT SIDE SLOPE 1 VERTICAL 100 YEAR WATER SURFACE ELEV. = (0) 10 YEAR WATER SURFACE ELEV. = (N) 2 YEAR WATER SURFACE ELEV. = (M) CLAY CORE TOP AT ELEV. = (P) �- -- \ VDOT EW-1 �- FIT EXISTING SIR 1041 WITH SEDIMENT FILTER PIPE DURING CONSTRUCTION 6 INCH ORIFICE FOR SEDIMENT FILTER PIPE INVERT AT (L2) o / REMOVE S717 1041 AND SEDIMENT FILTER PIPE FOLLOWING SITE STABILIZA71ON FEES PROVIDE CAGE ON VOOT EW-1 TO PR07ECT OUTLET cD , 25 DISCHARGE PIPE INVERT IN = (H) x v��RT 1fl G C ,\ CONS�gE p1P NOTES. o'SCNpRt;E IS�NPRG� EMBANKMENT TO BE PLACED ON POND SIDE DE N�pN CPS"\\ ENS , OF RACHEL CARSON DRIVE EMBANKMENT TO BE PLACED AND COMPACTED IN 8" LIFTS. NO TOPSOIL, ORGANICS, OR STONES PE OR 1 GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 9510.' OF MAXIMUM DENSITY AT PLUS OR MINUS 27. OP17MUM MOISTURE. CLAY CORE TO BE PLACED ON POND SIDE OF RACHEL CARSON DRIVE IF REQUIRED CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXIS77NG GRADE. THE TOP OF THE CORE SHALL BE AT ELEV = (P) . DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE 77ME OF CONSTRUCTION. MAXIMUM SIDE SLOPE IS 1: 1. DETENTION POND - TEMPORARY SEDIMENT BASIN OUTLET DETAILCLAY MEET THE UNIFIED°RE CLASSIFICAI TAL ION:HALL SM, SC, ML, MH,°C LOR CH. PAR77CAL SIZE 95% PASSING 1/2" SIEVE. not to scale THE LOCATION OF THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VARIABLE CONDITIONS. WHEN THE HOLDER BOLT IS LOCATED ON THE METAL PLATE THE %z' DIA. BOLT LENGTH IS TO ,t3E SHORTENED TO IAA" AND WELDED TO THE PLATE. DEBRIS RACK BOLDER AND ALL HARDWARE IS TO BE GALVANIZED. Vx"x4" ADHESIVE BOLT, SELF-LOCKING HEX. NUT, FLAT WASHER. f ly2m. 4 2 �� 1401 7480 DIA. ftow4. HOLE "'*0 BOLT �/;.e METAL -- -- PLATE R SIDE VIEW OF BOLT ON TO METAL PLATE SIDE VIEW DEBRIS RACK HOLDER TOP VIEW FRONT VIEW PURPOSE OF THIS UNIT IS TO ALLOW DENS TO FLOAT ABOVE DEBRIS RACK AND TO MINIMI; CLOGGING OF THE WATER QUALITY ORIFICE. �!@ UNIT TO BE CONSTRUCTED OF WELDED %" DIX BARS -NOT GALVANIZED. **TO BE ATTACHED WITH HINGE AS SHOWN OR APPROVED BY THE EMACER. CONTRACTOR MAY SUBSTITUTE COMPARABLE DESIGN AS APPROVED BY THE ENGINEER. COST TO BE INCLUDED IN PRICE BID FOR SWM DAM OR SWMII DRAINAGE STRUCTURE. ACCESS TI WATER QUALNRO(&FiCE (SEE HOLDER DETAIL ABOVE) * * DIA. BARS f NOT GALVANIZED I'-O%z' MIN. SIDE VIEW FRONT VIEW DETAIL FOR DEBRIS RACK (FOR WATER QUALITY ORIFICE) SPECIFCA III STORMWATER MANAGEMENT (, DEBRIS RACK, METAL PLATE, WATER QUALITY ORIFI 302 (FOR SWM DRAINAGE STRUCTURES, SWM RISER PII VIRGINIA DEPARTMENT OF TRANSPORT. A6.3 MODIFYING STORMWATER DETENTION PONDS TO SERVE TEMPORARILY AS SEDIMENT BASINS Most stormwater detention ponds are designed to serve temporarily as sediment basins. These ponds are installed before land clearing in other areas is begun. The volume of storage is based upon stormwater detention requirements rather than 67 cubic yards of sediment storage capacity per acre of disturbed land or drainage area. Another advantage is that the pond can be constructed in accordance with the final, permanent design rather than constructing it in accordance with a temporary design and then modifying it to meet the design requirements for the permanent structure. This modification is accomplished by placing filter fabric on the ground and placing 6-12 inches of gravel on top of the filter fabric. Perforated drain tubing or perforated pipe is laid on the gravel and temporarily grouted into the orifice. This can be done with brick and mortar or some form of impermeable grout which can be removed without damaging the orifice. The end of the tubing or pipe is capped and the tubing or pipe is covered with 12-18 inches of gravel. Size of gravel is not critical if it is properly enclosed in filter fabric but numbers 7, 8, and 78 are recommended. The filter fabric is then folded around the gravel so that water must flow through the fabric before flowing through the gravel. Where drainage area is 5 acres or less, a 20 foot length of tubing or pipe is recommended. Where drainage area exceeds 5 acres, it is recommended that the tubing or pipe be so designed that design drawdown time does not exceed 48 hours. FILTER FABRIC DRAIN TUBING million 1111olil ,use■ RGtNIA 10 0 C �o Qo QZ 0 NOh'W00 V1 0 ii) U O N q �-C .O Q N CL N D U ?' •E rn rn co -O M 0) c U > I 0 U N O J t!! W c c r,- o F- u. rn � L L O (a y �- 07 C 6 O 0. Lc ryz W� W Q Ew LLJ (O �z Q W W (/) I- XW Q2 Q. � ca c W Cn > J �jaW �( aZ�W zw ::) � Z o- Q�W �< 0Z ofz Z pW � .Q LLJ a �- W O o = U O V `) o: J a_ �_. 0 w w o O Z j LLJ �+ o V) U z Q w "� J `- cn a V) iL Z Z Y � '.- (n Q qQ2 Q L LdQ 2 O Q � I- = 0' (n 00 C a FINISH GRADE n •d �' z of �j j d EXISTING GRADE v p FROM PHASE 1 v v v N US OO co dD'* r r _ Cie 4410 11 Mc�sU Z . c0 tO cO cO +0it0t0t0 ouco () a c�°n it it II r I "t co co � N C�' q II II zzz00 ���c�o M Nn11zz oCD It 15.e p4 65 -� Ly 1/81 PP /'i5 \—r-X1 TING G I rn 00 00 h� to 4 4 00 ci 9 N U 00 tq t (00 j0� Fn n - cO br jqo � e> DE 10+00 10+50 11 +00 11 +50 STOIC CULVERTS 1-4 TO-1 VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1" 50' 1 U { A 00 rn 00 1 00 1 100y00h d0 o�-:10 �Coco o +� q /—FINISH GRADE Z c tr ct 670 • . � 1r 4 Ir 670 11u� un q Z_ z�z 35 X5 / 15 \ / to a- M d• 00 N 10 N to 0) �-- 10 c0 to t0 t0 1­ to c0 to cU c0 W 10+00 10+50 11 +00 STORM CULVERT —1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' EXISTING GRADE OUTLET PROTECTION WIDTH-6' LENGTH-10' DEPTH-2.2' RIPRAP CLASS 1 v r O O tD q r11 1(9 o IIto O u h j r to.to q 0 00 Q A11 to 1 I I �__ b ® ®t1q> ® uoi I'n + 0 Ir zu +`°no _ CL UU at u �v q Uv p N oaro +ron- II 11 z n I zp LUZ ®®1� I 00 00 oco �' a� II dr- o ,0 .*� p ±�II I 11 z , sn a®mco ,� +0a co co II II �q XISTIN GRADE FROM HASE 1 1- n u q c"o g n q S z FIN/ H GR DE n q ��® »> , i �� 1 -6" MI . 0- a� » z z a zzz ' C9-8 `� / Cp 58 LP ® 0%15! 15 100 Ix CPP q C6- C8 7 n z C5 76 L 27 LF 1.877. 4-50 69 1.05 15" CPP 4m p pow1.24%/ 160 1. 15� P 1S"cp / i E STING RADE / C9 a � I f � 1 S f .- � OW z N In O O t0 cc) M 00 O M t() O �' d"' to � .� LO to e! W t7 h Prj I` to r- I`� h ® 00 .a 00 N 00 N 00 N 00 00 •® 00 00 00 ! CO c0 to c0 to co t0 to c0 co c0 c0 c0 O t0 c0 c0 c0 t0 w to 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 STORMTS 9-8 T VERTICAL SCALE: 1" — 5' HORIZONTAL SCALE: 1" = 50' EXISTING GRADE FROM PHASE I O et' (tD M d' �. e u FINISH GRADE 04 .n Of 'n pu O oo 0000 0 040 ifs K) I I L q w o o� Lie 0 64 Ott U _ rrr UUU r O I (:)0:),! I o InlasO rn�� (uj/00 o n �� 0 oilrivigi + ' oco cotaco CJ (0 (° 0((D0 04 rIi If o +r+ h r- - co 11 If BiKZ? O II nzzz q qz I a� � �— - W i C2 2 �. C20- 9 12 LF 0 6% 1 " CPP / C19 18 36 0.74% ' CPP 21 % C1 50 189 64 IF15" pp J 18" cPP O < i /\-EXISTIAG / GRAD t;5 N 00 rn O d 00 00 co *- P- O co h O O h � � r- 06 to to coo (N0 (0 (0 � � � (D (0 (0 (0 (0 (0 CO to (0 (0 to eo to 13+50 14+00 '-6" MIN. ;LEAR. e-vre-•rieen nnenr rnnu ne_,ncc � 67 10+00 10+50 11 +00 11 +50 12+00 T 1 —1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" == 50' XISRNG GRADE EXISTING GRADE IIIIIEF111161 // C EXISTING GRADE FROM PHASE 1 FINISH GRADE x ® TING GRADE '2: 11 d � 4� C> N h cO 11 4 •o- i 00 a � r II '00 �U t1 M U Ur ®o No Q 3CU Ltd®U111 � r h • C, -. •_,r • � !�-., �• `�e..... ^�-',. .� • , ,; �' -•,���e a Tie a , • 10+00 10+50 11+00 11 +50 12+00 12+50 13+00 STORMT 1 1„ ! TO 5' 1 —1 VERTICAL SCALE. HORIZONTAL SCALE: 1" = 50' 'IST7NG GRADE FROM PHASE I FINISH GRADE G GRADE IN PHASE 1 670 EXISTING GRADE IN PHASE I OUTLET PROTECTION WIDTH-10' LENGTH-8' DEPTH-1.7' RIPRAP CLASS 1A f N N _ w w ` s r, 1. I NISH GRADE GRADE 3E SLEEVE IN THE ZING WALL DESIGN LOW PASSAGE OF 70RM CULVERT Z 10+00 10+50 11 +00 STORMC —ITCH VERTICAL SCALE: 1" r 5' HORIZONTAL SCALE: 1" = 50' VERTICAL GRAPHIC SCALE: 1 " = 5'--0" 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " = 50' 50 0 50 100 W Q a >i zi Z p 0`D O tC O M Q W \ \. _ > uj Iz w � V � W o a a. w a rn Ii X W M N r z A • , 4 • LO lu�l U-10 w O z L, a ® z w to � Z:� Z Yg ru e- 2� d W W _ w Q� F- = tY to 670 650 640 DATUML'•'n'N 635.00 ON �v to M M t m II p Cl U itil ,. W PI�p� ci N04 Ica � p r tp DOo w II if / i xit I FINIS GRA E +(6o i v tnm m 00; ro 11 o C*4 II 11 Z / rOonvi II Q�> / +�; chow n 0 3 n a z z C2A'- / xPQ-zx g5 / tnE_.w 103,78 3� C p/ C23J 10 vF / 15r op? / EXIS 1NG GR DE IN HASE i / / EXIST/ GRAD O +z O r Q w z N U 0 h cV N 00 00 K) 0 w) 1t- 0 c0 c0 6 cV c3i 4 0i cV M 6 6 t7 4 d d d d' to to c0 c0 t0 0 h h cfl co cp c0 c0 cp c0 c0 (0 c0 c0 t0 10+00 10+50 11 +00 11 +50 12+00 12+50 STORMCULVERTS — 3 TO 23-1037B VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' zo It O �t Q M _ I:4t _ to Q i 0 O = N MMOi o to of of tO da0NOWo { ty t0 t0 II "oo II II F- tn II II zzp Q >>> �t'�zzz EXISTING GRADE ••l DATUM ELEV 855.00 7 FINISH GRADE c 4 tip t0 O II Li D ° 11 0 r > ~ Z EXISTING GRADE IN PHASE 1 A.� VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' 67Q v ..� ITUM ELEV 650.00 tr tr tG (C 650 630 K'SWOMMINNA r; o 0 W to p N 3j n� N _j OD ��I ® NI tM M Mte Ld ® I! I p 0. t0 / Oi I I I = r v r w 00 cmvI o w rwt r M I o 0 ao o U II / > x+�ww EC) to N to rt0 II / t~ncn Z II , o11z n II ZZ FI ISH G ADE / ��� Mzz 2g 110 <rF 1 7 to 26- 10380+ C25- / 52LF 1. W. / 15" CPP \\_EXISTING I BADE 1 PHAS I / /1 / l / EXIST/ G GRA E / / I (0 co r N cn to ''- (0 - 0 0 f- 0 0) N 0) cV (0 c` t` d c� to tm LO d t0 a; c0 �i h 4 h c0 h c0 h 00 h 00 h w (0 (0 (0 w 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 STORM TS 27-26 T 1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' M VN' 0 QM11 r M w It MI O_ z ® p z et I tJM ow _ r zOHO 0 fl 0 _ _4m 00 (00 10 •QtO0w0 — +Mt° II +MOO II �0 Il FINISH GRADE *-o it 11 EXISTING GRADE Ix 11 11 zp if if zzo V)&zz zZz �< \ / go 48-47 L.F 0.51 % 15" CP C P C4 -103 / EXIS TIA G GRAD /N 1 ISE to Q1 P\ N OD O O t0 to P- tr) 00 to O O an an 4 to 4 tt) 0) tra N o q. o 4 Wto 4 4 t0 6 m to c0 W c0 t0 Wt0 t0 o Wt0 t0 t0 t0 t0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 STORM CULVERTS —47 TO .7-1 37 VERTICAL SCALE: 1 " — 5' HORIZONTAL SCALE: 1" = 50' 1 O er v 670 650 630 c c 14 Q o � M O ®e< 0 O O X M m O LLl3 0 0 NNV M t� N0 a 0Ut1., 11 woN O 0 0 h � r (r 00 U) r t0 F- 11 it O xw)go(0 poerjr,7 S *—fit -w it 11 to t0t0 n mZ nllzZ C'e�r 0+ 11 If to 11 II ZZ0 r N z>zz 1 Cp A 40 1 G -28 25� �C 15 EXISTI G GRACE'IN P SE / / / I EXISTI G GR4 E / / l / / 00 00 �- LO 00 d- ao (0 0 OD to ci (0 vi Oil r_:1 4 (3 vi 4 (0 (0 co ( (0 0 10+00 10+50 11 +00 11 +50 12+00 12+50 STORMLVERTS 29-28 T —1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' STORM CULVERT —1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' to 0 O tsi 00 C4 11 o� Il 0 WZ FINISH GRADE— 650 630 c N ►M co tM O N Z tM t� I Coco® NNI m •.1-NM "no r) 1 110 11 �vii z UUo 0 M z I O U z 00 c FINISH GRADE z_ �0 it i 0 to to . o o MAP+ t Woo t° 'to to II ctG tl Is `�° OMNOO otsjttj Pi'Mr II 11 it o0mo 11 to II I ZZp �—to n u II II ZZ g n ge ncr__Z C 1-30 C30 8 Of LF / 91 .97%/ o It- luyr 15" PP / EX1S ING G DE FRO PHAS 1 / / l EXISTIN GRAD / / / \ �l 0 00 to c0 to to (0 W0 N 0 N V) V)n (0 (0 r n r c0 c0 c0 (.0 co c0 c0 (0 t0 c0 c0 10+00 10+50 11 +00 11 +50 12+00 12+50 STORMT TO 31-30 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' N it7 p N M C4 3 re) O 0 �a 9 W I tiD I _ -,:Ow z to 1 1 Kc? M t0 r ww • / 000000W co w oc?o 0) II to ~ Q Z 00 M +o; ti p0 it II co ii / II II Z z II II Z m> _ Q�> Y Z C3 -30 52 7 15 Am'XISTING / GRADE 1N PHASE 1 / EXISTI GRAD �J M e- ® t0 to to to to t0 (0 to cfl c0 CO t0 t0 c0 (0 10+00 10+50 11 +00 11 +50 12+00 STORMU TS 33-32 TO 3-30 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' VERTICAL GRAPHIC SCALE: 1 $ = 5'-0" 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " = 50' 50 0 50 100 W Q 0 0 o � � �C Q lC M WO B _ \ _ ` W ry g 0 0 wa rL FL n. N O 0 a a N �- Z U) (h 0 o s •0 aa) co N v N 0 -a °' M 0) U j r CV d J d L Nto N W V t � a C ti C _a 3 �- 1L. .® Qi � L �3 Q V) 0 a) .� c 'a) ®- w V) UJI U) F_ UJI Q U LL_ U "< D LLI O 0 z z Q O CY I1 0- r 0 L�i1 0 v) Q_ _a.. 0 wo 0 a' zui .- F z U LJJ M V)o— Q Q -1 I z� z Y� otzoa— =cry y°° �i• 670 660 OUTLET PROTECTION WIDTH-4' LENGTH-6' DEPTH-2.2' RIPRAP CLASS 1— 650 640 o 04 M � 11 N N a it to 0 M to M r 01 - to E M,'� Uo U N oi M O I n I c0i z vq. � U. rn(0 FINISH GRADE noo.• U o loo0 'r + cow - _ p, +wi I N o co tp 0 II jt- O�( m to M-h 11 II z0 \\ II 110 Id ±n0 II r II / il _ 0 - z v� II II z 0 y a ¢g> > Wv) �7Z \ 0 a- C 7 - 3 6 13 LF M -35 U Lr o 0 tco) � 3 �/ 0 .90% 15" CPP EXISTIN GRAD IN PN SE 1 •- 11 1 CPP IIzull / ¢> t LF / CPP / EXIS ING GRADE / N �t (0 d' M O 00 to to O O (fl +- r7 I� N t0 O M of tD 1`, 00 06 to to I- to �! do to c0 t0 r r f� t� r f\ I` I` co I`h (0 to (0 (0 c0 (0 co O t0 (0 co (0 co 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 STORM CULVERTS 7— TO 34—POND VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' Q tq z sy�O Coco, m (0�o z 00 O r 0)00)t0 p cq-w to -(o +N0to II w it o .-co BI II II II zz0 rgs s( y >> tn�ZZZ 635 I 0 U EXISTING GRADE 0 �lq 12MN ®rtD + 630 o 11 625 FINISH GRADE ii n 15.42% 15" CPP EXISTING GRADE a 000 635 gin I�mg to co U UU 00 O 03Ne` DNrr'' :) OR 630 — �— O ? 0) co to II II 11 zzp gg»> »azzz 625 24 LF 615 15" CPI DATUM AZEV 610.00 10+00 STORMS VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' C4 x to co too coo c0® 1 ¢ ���0 (0 (o n Q_ U U U 0 L� Q NNNO) ooN0;N,N e(0 +NOtc0 0 v) II n ZZzO �zz-- EXISTING GRADE 645 fI CD M U 0 �tD .M oho 640 Oil N 11 0 635 FINISH GRADE 625 C3-66 16 LF 13.59% 15" CPP 66 66 65 65 64 6 63 63 62 MENOMONEE MENEM mmmmmmm 1- MENNEN MENNEN. ON ME Olt or aw IVA PIMA El MEN OMEN 4 NONE EON EE NONE MENOMONEE z b co a to O 00 thoon 11 v MMU O 000 I .- a1a p oO�M now OOo6Wt0 'tan M+�tCOOCO 10 ¢- II n �o� Pf —toll 0o II o II 11 zz FINISH GRADE 670 C38 34 43 1.1 % 15" PP rEXISTING GRADE 12+00 66C 65C 65f 64: 64( 62; 621 61 61� NOW -Us i M i U) t0 M M n _ I = aId � I u'i M U 0 1 a4 0 N z to0 1 (n I co (A I� (0U v)II ED Z� r �� 9N1. 01q QN 000000 ®Mc® 00 00 �+ N co r 11 co 11 � 4t _ O t1n to - Q ,oU 11 z0 N� z to 0 p nl�� <�II I� + vV o^� II �61 go V) II i zp 0 1�0 °i II II go6�� uJ zz �q A o_°t' / �- c`o IB II IB z ,v e ) IV// "�c E 5 35 15"CP ) 0) 0) 97 0 r N 00 N 0 M 0 M 0 d• st to tt• to d• to d• t0 It co d' to co O t0 CD 0 tp t0 to tp tD t0 co 10+00 10+50 STORM11+00 11+50 12+00 12+50 CULVERTS VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' N 0 w I IN -CO th U U N N 0to " tO 11 III$_ II z0 g» � z 2 VERTICAL GRAPHIC SCALE: 1 " - 5'-0" 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " = 50' 50 0 50 100 W Q 0 a Q Q Q'• Y Y � Q �jo � Z , M �,, d _ A w ry to p to S d aW. a O. tL N � o E Eli Eli N. .- z d U N Q O ® �N 0 0 U)N cc M ce) ui 0 0 (0 co vi m LO Gto ce = I- u. o_ y + 3: D In = (,i 0 `' U ®. 1 j a ■j (Y I-- > VJ .J ry ® � �� 0— UJ U cC � � Z ULIJ ® O W Cyr Q_ W `L_ CL U 1LJ 0 0 LI o � z �_ M wo O Q C) to Uf d o V) z z � Ca Y� L Cn Q W W _ �Iy ~ _� � 101 ® i 640 i co 06 d- 0 z! a n s �1 n U C] 00 `f're !1 r� 11 s nut© m 1 � a-- 1 �. / INJII A- QQ �A 0) - rto to 10+00 I: 3'-0" MIN COVER C EXISTING GRADE E E FINISH GRADE E •s+ VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' DATUM ELEV 655.00 c r- csr OUTLET rA PROTECTION WIDTH-10' LENGTH-8' DEPTH-1.7' RIPRAP CLASS 1A .EEVE IN THE NALL DESIGN TO SAGE OF THE VERT 10+00 10+50 �- EXISTING GRADE FINISH GRADE 1' 10+00 10+50 11 +00 ,zr-my i %-#11= r i i iN r-aa VERTICAL SCALE: 1" = 5 HORIZONTAL SCALE: 1" = 50' 2" WATER SERVICE 6" FIRE SERVICE 670 650 v 0 I r U vi nul) I n �! uo 650 Ir n� FINISH GRADE 70-DITCH OUT'Er PROTECTION 15 IF WIDTH-10' 6.6 7% 7% LENGTH-8' 156 DEPTH-1.7' RIPRAP CLASS 1A 6,40 u tN C • e'i R GRADE r• x 12+50 r EXISTING 8" SANITARY SEWER TO REMAIN EXISTING GRADE PRIOR TO CONSTRUCTION CONCRETE ARCH OF PHASE 1 rn © O N N O rj t1j (o h � � Ki cg3 Lo ULo m � Lq to C>C ) O u7 � p Ni o � CU �' C1C Lo !! o n Lo Lo lC) � � e - Lo z o 4 0� ®® �} � kid � P oc^o It II ~��� II '�I- d''LL- N ocooLo �� �t CSf��O to ± co I I i\ d L6 0 �` � rry c° 11 � � co Lq c® o 0) 0 � >- � Lt a o to Z Ca II it ZZD = j d�cp�+ Lo9O Lo (o+N 11 W� ®U 'I"c® It +* g II !1 °Z oaioLt7LO r"Z� Z r` co co II ® FINISH GRADE J ® Q- cc� tI i_ >- ®� �> Z ir�Z� Zak>> sn.ac� PHASE 111O1-O mac' II tl �W ¢►"`z Mao II Q ®z� a -It ItZ® Oda Us zIi 11 � cna- _ ����W cn cn 6E . Ca V-6" MIN. \ CLEARANCE FNSH EENTER G ¢ /"77 1 -6 MIN. T«.------ CLEARANC / � 67 LF SAN \ 159 LF SAN 0.50% i, PVC 136 A 0.507, 8" PVC .�--_ _ _ „ i .00� 6 PV 256 LF SAN 0.5 % HEAVy WALL SDR 35 H Vy WALL SDR 35 „ox1r HEAIA' WA L SDR 3 SDR 5 144 L ° _ HEA WALL SD R 5 V-6" MIN. CLEARANCE 35' LF 6" SAN @ 1.00% H 0.5 % HEAVY WALL SDR 35 [L Ci v _ INV = 669.37 +� �00 .I.�N xt 000) +UO Q ®� t EX I ST I NG 8" SAN I TARY Q a i N v? ¢ is i II a SEWER AND R TO BE REMOVED PLACED W I H NEW (r)00 " IZANITAPY 7 cV r` Ln ac) N co It OR M u� co ter o o •- 0) eo ® r` o r� co (0 0) LC) Ki LC) u7 r- to tl- co M co 0 0 co Ln ® co � co cCa co co w co cti co co co co eo ao c� co co co 10+00 10+50 CLEAR a- 00 K9 ti to 11+00 11+50 FINISH GRADE 2" WATER SERVICE 6" FIRE SERVICE Z Lo M co m + tO r a V_ 0 LLJ Q CJ N (n u- C UN IV VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' fARY ' WALL SDR 35 L' e 0 0 >; Y � Z O 0 o o o o CD e•- U r M r r V ` O O V)V) 61..! r r w w v 0 Z U Z o a a Q 0 �n d cc �n o U a O U a s w 0 21 > > 0_' tlC 0` x of tq d N =a U Ci Q 0 to NS 04 C1r (Q ern°2,� ca V > 04 O co co Lu Ln m O NItr C v co 0 > V) _� L N • � wr i • s t �i o a lAJ W o a z a' 1-� QN�L ¢ .- V) in® V) U- Z:2 Q Z yL WQ t5 r- T N Q 670 P c 664 i c 650 640 / T 635.00 c c �Jf() W JW 00 �Jtn m ui [ram goo en `�° C'4 �eDM e? v�i;n w 1* ��i,M ti'U00 Lq tn to +o; u +� o u + n +�; u+ o onus inns uus Una�- Wn0 z o II Azz �z z a_ I ► U rnI IU MM M �fr Otero N0 / . /I , �- --f r-�' r-7-1 r 11 ►— 6''R 2-R II II go 4-R5 3-R4 24 5-R6 20 L2 01% 8" CP9pP"GPP c_ g2"5 Gp 7% 8CP o CPP A 1'-6" MIN. 0� CLEARANCE EXISTING G ADE h tD tn o `a r n on to 0 OD W W W W 10+00 11+00 en n tn upI-I on �cDli PII Sui 06�Intn��W +0;+es t zzo if it zo m crl 21 lLF2 1.00% 8" CPP VERTICAL SCALE: 1" — 5' HORIZONTAL SCALE: 1" = 50' ISH GRADE 11, 10+00 10+50 11+00 11+50 VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1" = 50' tn Ix !:c4— it ouzo tn 1 w ow sue � � NN css� z II �U® a 00 �o .Wo rr� m�� 3 n Vic» M � p z II n W 1! II z +c'J W II 11 ilzz� n nz o cha A oe_ n u za `--_675 _ R13-5� MR LF 6�° CP 665 E FINISH GRADE 3 \ I EXISTING GRADE HORIZONTAL '.•1. ! SCALE: :. h OQ Wh f_W �� II nzo A» azz 04 04 t r.. 40qw000 • P r: :. . ,.. 0. .r' FINISF GRADIJ =..c 010: ; ['wMom/�000 -� PIIUAAW 10+00 10+50 11+00 VERTICAL SCALE: HORIZONTAL SCALE: 1" = 50' M r r r r _nN It 0r tljij) W Z 000a cfl u c® �uUicoW p� )r%w p +cgwW 11 No' II n5 'its it Z® a n u z O 6701FINISH GRADE 670 R 0 Ri 1 R15 0 0 6" PP PP 665 E !STING GRADE 660 CPR 10+00 VERTICAL f SCALE: HORIZONTAL f w ct 1 o.-a �-r W O >: Q Q 7 7 Z U 00 t M CO \ \ \ t2 N p rj �L w W g o. a p eL a 0 z ® U z o U p � cc a M N f� *' .D v � CD 0¢ N �! N v u c 03 CD m ui ,.� vi a � mc�fl, L W c I LL H r.. `- >01 ru _ I� V ) C � O ++ tD •w c �CD �• W ry • 0' .' 0 X LLJ uj } W to \ UJ WO o z > w W f- .J Q � .� W to J r VD ® Uf Li z :2 W Q=/y 4J o in W w 9 }"' MIX V) m x x x Prune codominarrt leaders DO NDT prune terminal Prune rubbing or leader or branch tips cross branches DO NOT stake or wrnp Prune narrow crotch angles trunk unless necessary and water spouts Remove all tags and labels . - - --" 'Y Prune broken branches Prune suckers Cut away all balling ropes 2'-3" mulch kept away from trunk Remove top of wire basket Soil well to contain water N f\t"'iti S' • �'t��';z �� �i� � a '- r ; =p' ` UNAMBIDED backfill soil � 2 :b..�c- �,}��'.•! r Q ' Partially bac I, Crater to Widen and score hole wall a'C"'r :; ;F}�t, •°:i settle soil, finish backtilling Remove container and cut circling a for water drainage Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL WT TO SCALE ALL PLANi1NGS SHALL CONFORM W DTI 165-368 OF THE FREDERICK COt1W ZONING ORDINANCE, ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WFnNG BY THE FRE ICK OOUNTY PLANNING DEPATiTkIINT. Permanent Stabilization: All dsturbed areas not paved spoil receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per ac. Q lb. Annual Rye per ac 1(100 lbs. 10-20-20 Ferbl'¢er per oc. 2 tons agricultural limestone per oc 2 tons straw mulct per at Permanent seeding will occur as the final phase of construction Temporary Stabilizat,an: Seeding to stabiC¢e areas left denuded for more than 7 days, but not yet at final grade sholl be as follows: 60 Ibs German Millet per cc. (clay through September) 60 lb. Annual Rye per oc. (October ihmugh April) 450 lbs. 10-20-20 Ferblizer per ac. 2 tons ogrtculturol limestone per oc 2 tons straw mulch per cc, Seeded areas to be watered and cared for as necessary to provide grass emergence. oxouo0o0ooxoox©0000x0000000rJx0000000ax000000aa o©00000Qxaoo®ppO' x MW EWN Mor '♦ �, /�� � �//,►ice'.-/�/��j/� '����.�� r'"- :. LIN ► `\ ..� x MEN 5' MIN 6' MIN 5' MIN GRASS AREA AREA OF GRASS AREA ANCHORED CONCRETE LAWN SEED WETLANDS LAWN SEED WHEELSTOP MIX TYPE PLANTINGS MIX SEED MIX TO BE AS PROVIDED BELOW PARKING SURFACE PROPOSED GRADE SECTION A --A SEED MIX COMMON NAME LATIN NAME 30% 3 LBS FOX SEDGE (CAREX VULPINOIDEA) 10% 1 LBS DUCK POTATOE (SAGITTARIA LATIFOLA) 10% 1 LBS CARDINAL FLOWER (LOBIUA CARDINALIS) 30% 3 LBS MEADOW PHLOX (PHOLX MACULATA) 20% 2 LBS MARSH SMARTWEED (POLYGONUM PUNCTATUM) SEEDED AREAS: BROADCAST SEED MIX OVER THE ISLAND DRAINAGE AREA. ROLL OR TRACK SEED INTO TOP 1/4" OF SOIL. DO NOT ROLL ON TRACK SEED IF SOIL IS WET. SEED SHALL NOT BE PLACED IN POOLED AREAS. MAINTENANCE -MONITOR WEEDS AND MOW REGULARLY DURING THE FIRST TWO YEARS, WHEN DRY ENOUGH TO MOW. MOW EVERY THREE YEARS THEREAFTER TO RETAIN HERBACEROUS COVER. SPOT TREAT TO REMOVE INVASIVE SPECIES, Ed 5 ° t-, I0 Eoj O 0 x x � , 1 owe Q i o O O ° •irwri�\\\\��\��i.�i\rrrv\.� ireiR _.:.-�►ri► ■fir• x ,Wd QTY_ SCIENTIFIC NAME COMMON NAME SIZE SPACING x 57 ACER RUBRUM RED MAPLE 2" CAL_ AS SHOWN 57 QUERCUS PALUSTRIS PIN OAK 2" CAL_ AS SHOWN ® 101 IILEX GLABRA FINKBERRY 18" H AS SHOWN x RISEN i 7-�� OPEC SPACE x GRAPHIC SCALE: 1 " = 40' 40 0 40 BO WQ O cm r -> � m t- Q rw- a z O O N �O` dp 'd• W 0 rn z w W o o z z 0 3 K 0 0 d Qi Cr- d r� W w W p' W W to N r- Z o d U O N � m !E :3C) U �o Q Ui Q N +-� N U) U (6 a0"U CY) M Cf) U > N O U U � J a` m ti tt? 7�; 7�; ((00 ('00 y� fA dy W U ' d c n c a C r H LL EL U) L L L � O L v f+ v OC . I W CL J Lij n Q V) d z W J < 1- J Z (n LLJ U) F- S Ljj Q U L1. Z z t— 0 (n o J w LL Q ZLJ F--- zw Q c~n ®Q Z W �z rz ZD c� Z � CL � U W0 0 W =0 0- M wo O z a' > of W t-- Q _jZ `t t/7 U d _J .- 0 o to Q LL- z "2 Z Y:j rj •- cnQ Q�Q QW wQ = w ci f I— o _ [Y cn r- m x k C U U C O x000000000xoca0000000x00000 x OO�pxO�� ooDOxOOOOOpo ppO fox xp0' OO x k x • .� , i t w��`.ok = p mot► �a \ \L \ "lop y o \ ��4••�� mot\ %/•% � " \ / \ f r \ Pf \ F,sF�Fti� SITE PLAN SCALE: 1 " = 40" NOTE: FOR PLANTING DETAILS SEE SHEET 10. I e Sox0��00�0"- ./ OPEN SPACE 20' STORM ram_-- f 15 18 17 i 1-F.H. ASS'Y. s�E 7 � VAlEg _ tiUATr SM'T _ ri \ r' sto(m �8 and DlSCHAR 1 � CANOPY TREES LIRIODENDRON TULIPIFERA - TULIP POPLAR (�� f BETULA LENTA -SWEET BIRCH ORNAMENTAL TREES AMELANCHIER CANADENSIS - SERVICEBERRY CERCIS CANADENSIS - EASTERN REDBUD million MOWN mini U) o o N 4� m c 5 L cf) r C Q m ,r N UN co Q 2, c -o � _g' c� ern}• U � �(n m o V w LO C f+ p I- u. CL L �- i O 4 �> s� V) o� Q) .,.. c LL w z_ 1- z Q LiJ n n Q U z F I- z cn w �- => Ld Q v qz z� 0 L- L' V) > _! Q W L1 Fes- a- z w �� 0_ z W U Q Q 0-� C) oz rz z� o0 Q w Cy z� LIJ �0- W 0 0 tjj = C) n- to m LLJ w o O zz Q M Uz W V/ 'n V/ Q T LLLL- cFQ Q �Q = p0 4/1 SCCt10N CAST IRON SECTION STEEL NOTES L 21/8 ■21/7 x 1/i` L OFMK Or WET 00 TO BE SHOWN ON ice$. / 10'-4' *M FOR DEPTH GREATER THAN XT USE STA14AR0 0-IA p 2. THE •W' P85K1H SHOWN 04 TSTANDAMS ST9:CI SY GH IE THE PLANS WILL EM MEASUFEO FROM: THE "PT OF TT£ OUTFALL PPE TO THE TOP OF 7PE STRACTl1tE. ONLY ddwF OR Cw; UA SeS TNIE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITION& vmw of ��cmwcws 3. " st tEO ON THE PLANS THE INERT IS Tp BE SHAPES ON AMORDA CC WITH STANDARD to coos 1S-1. ARE CO5T OF MINISHHC 90 PLACING ALL MATEIIA-S METAL TO THE SHAPING IS TO BE NCLUOEO N THE 80 PIKE FOR THE STRUCTUIC A. N THE EVENT TI1t INVERT OF TIE OUTFALL THE stud 5Nad cometla9 PIPE IS HR THAN TIE 801TOY O STRUCTXW t1E ER1 OF THE MSTpRRUCTUIE SHALL CE-0.PREVENT STD � B OF WAR® N THE STRUCTURE. TIDE COST OF FORHS"No AND PLACM ALL MAIERMLS N(TOEM TO ' D N riE r vRCE FO STRRUC S. OR CREAPS TOR. N OR DETAILS OSEE VAW St.i IL THIS ITEM MAY NE PRECAST OR CAST -IN -PLACE. 7. w 4 X 81 BOTH DOHS AT APPROXIMATELY 1r C-C TO BE PLACED N ALL ARM A04ACENt To 180TING CONCRETE TO PIREVENT NOrC" MAY S LIEU POOOVDED. S E`STAA!$MO T-01-3.4 FOR ALTERNATE F�e.�Raa 0. S" ONI EIER WTYP Ol.E WITH 12"K12' PLASTIC HARDWARE CLOTH l/+" WESH OR GALVARM STEM NUMBER 4LIM HARDWARE D EIU:- FIRMLY TO THE OUTSME OF TSAC 9• a NHSX C CO £TE 6 TOCLASS BE A13 b. MECT04 ET TEAL THE ENOINEW MAY BE 15WTNT{�1�-0 :OR EPIC. CAST IRpH LUGS A5 MN N£REON_ M' concrete Pape - L440 Co. Y43. OWKIWRe SECTION C-C SECTION D-O 0- conaato paps L528 0,. YaA. C&weto 2 " c eW P _ltttell CCV Yds. Cwcfot* & Cenaete GRATE DETAILRea 0.469 CwYdi. « od600Mfact of 40VL APPROXMATE WEICHT C.ri Man OrNe 363 a to IH& VEOITATIM STANDARD DROP INLET 1211 - 24" PIPE: MAXIMUM DEPTH (H) = 10' 2" Ioa.01 VIX*M OEPNRT:EHT OF TRANSPORTATION Sn NOT • SCALE 0- FXPAARSION ,tQM '.1C• EVANS�M F OET QOVER OUT BACK OF SIDEWALK JOINT mpg �Li�ACH SEE 5TA WaA� BURRS 4- r .. 'w HA35 F' 6" SUBBASE 8/R5 B o B .r.- BARE z F C ! PNOEI 1-pi +� '• • AR F RAR A Se�'TIE'SS I" It 0 FACE OF QlAtB - 18- • C JOINTCUTTER CRACK RO, Jt%RT •. I c OL PLAN SECTION A -A r-A HY MAX. `• xEYEO CpST..fw L-VAIA�E •Max 20 I WASPED A cv'PiT�RAraR BARS ' Y--...............�....._.._--�_-_._. ' T« j , gApS jr 8Ni5 E (4„rB 3v a BARS E NA3" OAA TCR BARS a MP IOLE FRONT ELEVATION WARS F r- _ RtAJTTER MEP�vEOX y4. s•a' Sk/.- "t RAM � SECTION B-8 TYPE A HOSE OETAL SHAH, ERE USED WITH CG-3 m CG-7 STANOAtAS.-• '/<' R : o;: L21/':pp//��'Xlli CAL TYPE 8 NOSE OETA&. SHALL BE USED W11H CG•2 STNOAMMP. TYPE A Sim SI TYPE B S/U" X 4• STIR $BEAR L'O4ECrdR WEt.LED cA.VAmf2E0 PLATE FOR TYPE A TO BE BEM ON AN AMIE OF BtT-JO• TO ARGUE INN AT 2C•C. CONNECTORS AND IS TO S AN "WO WIN W X 4- STRIA SHEAR NOSE DETAILS WELOEO TO BENT PLATE AT ]C-C- PAYMENT M-3A 1 L -I, 0•38 L 0.3C L "... AIDED PAYELEM sA■� 1-- -i -L = t f b f - rF-Oa1 'H air b-3 O~j J DETAIL WHEN USED FOR USE ON ORMES ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER BORN SIDES TO BE Sy"TRICAL SHEET 1 OF 2 STANDARD CURB DROP INLET E 12" - 30" PIPER MAXIMUM DEPTH (H) = 8' 233 XX4.09 VOGMA DEPAMPQEM OF TRAtFORTAT1oN J02 =1 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS AS F CAST I1 PLACE. 4000 PSI IF PRECAST. 3. COIIR WTION CURB 6 CUTTER HtAVNNG A RAbatIS OF Soo FEEL OR LESS tALOC FACE OF CURBB SHALL BE PAD FOR AS RAOAI. COMBINA1ON COW & CUTTER. A. FOR USE WITH StOOL ffiD OPEN•CRAOEO ORANPLE LAYER, THE BOTtOA OP THE CItlRB AO CUTTER FYI at CONSTRUCTED PARALLEL TO THE SLOE (if SUBBASE COBS AID TO THE DEPTH OF THE PAVEMENT. 3. TNS CURB MAY W USED WHEN DES" SPEED S 40 MPH OR LESS ON RURAR. HIGHWAYS NO 45 MPH OR 4- r R LESS N DEVELOPED URBAN Ik SUBURBAN AREAS. IF THESE DESIGN SPEEOS ARE I EXCEEOEO STANDARD 013•7 15 REQUIRED. D ! ® rr . r-r D. p v D, D, D• D D p D D THE GUTi RTTMAAYY BE Cor O STRRUCTCURS No PARALLEL TO THE SLOPE OF DEPTHSUBBASE PROVIDED A miNumum;OF 71 IS MAt HrAIm. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 6" CURB & GUTTER >D� 502 VIRCIVA DEPARUVNT OF TRANSPORTATIOIlI TABLE OF QUANTITIES REINFORCING lmm ' F2L7' �Eii�IO',��7 i E l i�41��sum �!iLill�il, • iE•1�� mm�7�1L7R��",1•iR r�E��Hlf p:E 3imm mKIIIIIIII11urmu7BE3 iMEl li�� i OMQ#MIE-C-M EmmxE! IIIIE7IBBMB 7B�!�aBEDi3>3iB rdS#�'t� ::: 8�7:BEiFr��34'ZQEt�3��' �`����E3Ei'�l7�aiE��O�"d,7�:',.1•I wammunwFmQ "'I"Ii7 ALE! )!EPS",ilQ !�•[3s3iR RDi OF;M umim ETA!QIIIIInINIIIINUKON. R7iisi"'!A' � Ie�wL-,Nt�wlM� lKNBOM el o�wraiwl>c; BBL'#,311111577md"7itE'77>E�EAitrl�viiE�i it'dTai�'7 orm. am ?� ��'7�T7C7.����.1^ '.����7EX"�"�i�E��m7E�tZGTit�"T•� t71>C3»R 10 IR'i7 1�B T1�i7l ir-�Tl1IrnriUmEmEit�dlX"��,t� >1wRF� ��s7 FiiR '��E$i1� �1R iiKi E mr7m ts7'a�ii'i�7I'';•-I�lR,'4r','�E7�LTd�i�l�'9FA'i���iE'=�a7�'�BB��E�RZt'aRF, ,7 NOTES I. DEPTH OF MET 011 TO IE 90M ON PLANS- 7. 0 SMOOTHWAUS TEILYY IS, ONE EXP CML N WHICHCA 70 2, THE -1P SHOWN ON THE ST 12- -C TO O W ACT APoE ACENT TO ABIATTM CONCRETE TO PREVENT ,BEGS an No curtffl AVER SPEOFIW tkl THE �T74�L�HE � r0 THE TOPOFSTI9DCTUWf i L B. SETTLEMENT. 3- DIAMETER WEEP HOLE TO BE LOCATED TO E• OC W-r WITHOUT & THE T ONCRETE OVANTIMS Sm" An flop M TO 'PLAN-1�' DIME APNk XMATE ONLY FOR ESTIMAT9* PLWOSES AND THE ACT" ORAN Sty MATERIAL. WET') Nag WITH IrX12" PLASTIC FNROWAYRE CLOTH %4' MESH 06RALE0 BY Pr9t£S LRIS4 BE OEDUCTE0 OBTAIN TRUE GUAATI RCS rOR PUTS OF E L DE OErER O By THE OpNYRAC'TOt FRof FIELD CONWTI MS. OR OA.VANZEO STEEL WIE.MI VIM DIAMETER OAS' NUMBER 4 MESH /MfHIWANE OFFERFA4r oPTt1S !� OR SiJBTR/IC7 oat C1AfC YARDS V COa 1t BOt EACH FOOT CLOTH ANdNaI�o FYmR,Y 10 THE OWSOE OF DEPTH. 3, WHEN SPECFED ON THE ERE YR W IS TO BE SHAPED N ACCORDANCE WITH STANDARD R)F tNE $TRUIC419E 17. LENGTH C'' A/GLE -TON AS SHOWN ON SHEET T tS-L THE COST OF AAO ALP. V. ALL HLWIJW6TW STEEL. S HAY% A MIN. O' 2 IS TO M L+�- AT 4.10 LBS./FT- MUTEYBNS Nl7DETHTAL i0 THE 6 TO BE &vCNAT0E0 N TIE � PRICE FOR THE S-UTURE. COVER OF 2-. to, s DENOTES LFJNCTH or ONE 40 BAR. IN THE EVENT THE9NERT of THE SLATER.. ALL 21, TO NE PIT CLEAR OF AA. OPLbM105 BT Y. 6, ALL REINFORCING BNtS TO (KDS. 4. PFC 6 "own YARN THE BOTTOM THE STRUCTURI, THE INVERT OF THE un A CAST-N PLACE CONCRETE 6 TO BE GAGS A3 20. WREN NLEi 6 ISO INS 4'•0'MPDMN, SACK NN gly,y t£ SHAPED WAIN CEMENT MORTAR TO MBM PSi7. PRECAST CONCRETE LS TO BE am PSL K DOC �9iA'ED i0 CO8'O10N TO Prt£VfNt' STAOe10 OR POmE*4 OF WATER of THE STRUCYtW_ THE COST OF FURNS" G AND PLACING ALL MAgTT��ERIALS I8 CWWAL 10 12. I.FRIC711 OF SLOT RLI WILL. N EVERY CASE. BE WNA"IONIE TrofiKgt .11D£D N EPIC 8A SH " ONFOR VLAN'S. S- STEPS IRE TO BE RR[OV= ROAN H 6 4'-D- f& IF HRLET IS CCPWM CTEO N LIEDwt CURB OR WITH INTEGRAL C91111, GUTTER IS TO BE 0t CREATER FOR OETNLS SEE STADkV ST•L CRITTEO -SEE OETAR,I. $. TId RFJ+1 MAY BE PRECAST OR F.ASP•N•PLALE. 14• INLETS MAY BE CONSTRUCTED BLOCKS IN A ANCWITH THE LETMS SHOWN OH SrAROARO ORAN" 01-MB. STANDARD CURB DROP INLET 33 12" - 30" PiPE: MAXIMUM DEPTH (H) - 8' 302 VPGM DEPARTMENT OF TRRISPORTATION ETANDARD CURB DROLMILAM-12 : Y D ODE 1®3 . NOT TO SCALE rtATTFIR f ( H 1 1 - tAAX.OR R-THAN 4� M'" ROW IAAY BE ANCHOR SLOT Bi ,O wmENu OPE LIMINATTH•IR IS LESS I1 TAMP SOL FOXY I t 1 I � VWAX. 4,1 OR FLATTER JUNCTION SOT I V MAY, STEEPER THAN 4t1 CHECK SLOT t i T ANCHOR SLOT EDOVGE ARO ENO JOINTS TO TERMKAL FOLD a I fE FREAPPED 2- MINLUM. LAP 4ONT �. t ' t ' 2• MLR. nmRO ROW of STAPLES TAMP SCE. FMALY H H 1 R:OMtNTff FROM FACIA ALTERNATE SPACiHA. STNA N LAP iNRTH 1 TERMINAL FOLD R 1 I MAX. 1 f H 1 RRgAyI�.p� y-Ism+-i�_g- f61f1 iltlf WFbI "L � - � e d. ' (T�SOL FIRIMLY Tom' SOH, FdhwLY III TARP SOL FFRMLv t ' " CHECK $107 JUNCTION SLOT .-arl-.iwt- TD r Notes:APPROXIMATE 200 STALES MODIt£0 - r TO 2-PER W X 223• ROLL e 2. MOOR OR SLOTS."CTWM SLOTS NA G N 1 CHEC9 se SLOTS TO BE t D 8•' TO tr JUNCTION SLOT 3. MAX_ SPA C-C CHECK SLOTS XV SLOPE 4% OR LESS SO -SLOPE N0.11tA1 STEEPER THAN 4 DACE WIRE 4.STAKES FOBAED FROM No.B $TEEL PLAN VIEW WIRE 9" STAPLE LENGTH STAPLING DIAGRAM FOR SANDY SOIL B- STAPLE WMAJ SOIL RETENTION MAT JUTE MESH LENGTH FOR OTHER SOL. GENERAL NOTES. 1•8ASIS OF PAVWNT TO BE StOUME YARDS OF PROTECTIVE COVERING CoBPLETE W PLACE. 3. JUTE MESH OR SOIL RE70I1TOH MAT N AUOROVICE WffM THE SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATEO AS UCiCATED ON THE PLANS IN ACCORDANCE MAY BE LASED AT THE OPTION OF THE CONTRACTOR, WITH THE DIMENSIONS SPECIFIED ON TYPICAL SECTION. A• WIDTH OF MAtERn1 MAY VARY FROM 115401AUIA OHME61$XNR BY tFCiE@$R1T5 OF 2."T-TOP- STAPES OR OTHER MANIFACTURMS O%SICH APPROVED BY THE EHBYEER MAY 4 OR 5 FEEL. BE SUBSTITUTES FOR THE STAPLES SOWN. S. FOR SOURCES OF APPROVED MATERIAL SEE VOOT•S APPROVED ITS LIST FOR STD. EC-2 MATERIAL. _ SPECIFICATION! PROTECTIVE COVERING INSTALLATION CRITERIA 244 tu.02 VIlGO" DEPARTRENT OF TRANSPORTATION eos SAoet 2 of 2 YIRS AREA MAY AT TIE OPTION OF TIE 1COfdT fiOTESr L THIS ITW MAY M PRMAST OR CAST IN P.AOL 2, CONCRETE TO BE CLASS AT F CAST I% PIAtE, 4000 PS F PRECAST. 3. a TOM LTF18 B OUTTER N1 C A RAM OF 300 FEET OR {&SS eALtYG FACE OF CUiEN SNtAA. ZE PAO FOR AS Lich. IXW�IaTAM CURB W CUTTER. pip 4. FEY! LMAH'TiE �TTVTHE RSPB AYO NATTT RXYOSTIAIC7ED PArA,LEL TO tHE m 51AIbE a KAYO TO THE OFPTH OF THE s. THIS CURB MAY BE USED WITH - OESXIN SPEED IS 40 IINMWN O1 RURAL HCHWAYS 00 43 MPH IN DEVELOPED 1A10AH 4 USAROAM AREAS. 6. iM1EN-tlILS STARDMD 6 TO � TPA INTO f�STIIG BAtRiR CURB, TIE TRANSiI'AN 6 TO � oANE WTT1W 10 CNtANOE N STAB YA9E AT REWIAR 7. WNW Comokam MOUNTABLE Cifs AO GARTER IS USED, THE STANDARD ENTRY NUTTERS OR STA OM CoNfecTIOYNE MOUNTABLE CONFIGURATION L FOR Sven wummNS ARIE TO HAVE 2' R �r rR . p . . D D • ► '"•� ----.-.•_.----•___-..-•--- t�T4O9 NTP THE d61R ANO BE CONSTItUCTIEV PARALLELM TO THE SLOPE Of A 7---•�«--• r•cr f COMBINATION 4" CURB & GUT -TER VQGpI1A MOATMEtR OF 94TN4g0ORTAT�N REVISED ON 7/01 REVISED ON 3/03 REVISED? ON 1/04 RIEVISEID ON 7105 CO•IZA ®% tnERE ST0. CC-3 OR � CC-7 a usEo. W-W 4`V 4 ems-- � e2 161 ®t2 ti MAX 9&1 MAX s' SECTION A -A A 0 S DOOMS. r ILONG ® er c 5..e- INS 1 G71BIe71O1 JtTedi MPI" CONSTRUCTION JOINT g B SECTION B-8 r tIPYTS OF EXPOSES ACGREOAtE SIDEWALK i � AttES516.E ROUTE 6 DEFeEO 15 A CONTINUOUS ATN� T '4'C�'pf/,lSGTABLE. F M MRT OA A TANGENT PLAN FACILITYTHAT7*7 CAN�BE TpNTERE7o USED BY PERSONS Nme IPNIEHTS. NOTES, as THIS 0M= TO DE USED FOR CONSTRUCTION THAT OrARPORMIM CIDER Sl ALX. L (48- WNOEB tAaN4stA 4" (JNYBjmAREQUIRED AT top of on PAW. WMW GAO RAW UNDTH 8 Fr. FOR NEW CMRSVAWtOKS FT. FOR 17 CURB RAmP FLOOR TO K CLASS A-3 NOTE MASS A•4 IF PRECAST) WITH "RIESISTAHT INTEGRAL DETECIOW TIAMM SURFACE OOVE&MO tot ENTIRE W11:1714 OF THE RAM/ FLU -RAMP FLU MY of PRECAST OR CAST W PLAICE). PC DETECTABLE WARNIM SWU BE PROVIDED BY AN E»£0 GATE FUK RMV SHHLLL IOT EXCEED A WAMN SLOPE OF En aWt�ns PL O. SIDES OF CAW RAID /MAY M POURED Y WITH RAPS n" OR BY US04 FCOOSMt CONSTRUCT" JOINT MTN At"no BARS. TYPICALPLACEMENT TYPICAL PL ION CASBE CAM IN A� AFTER PLACEMENT OF PST RAMP L BM 30 THAT ADJW= FUM FLOM T e EtE AT INTERSECTION Sm SKU AT INTERSECTION BE IZAISS *4. WITHIN CROSSWALK WITH�I CROSSWALK RE0000 5 TG ft $ tt s PLA= rCEIm TO CENTER AILO� NTH �E5 aF THE RAA� (WITH BUFFER STRIP) FLOM MDacPt" ar aewE FL OWN Cowcate COVER vs-. ctm RAM'S WILL U ImAsum me PM FDA AY THE CONTRACT UNIT PQBiEB FOR HYDRAULIC CEMENT CONS RI TE SmAx AID mosm ADMATE SwWftKCOMPLm-*PLACE. CUMCUR111 AND GOITER SLOPE TRANSITIONS ADAAaW TO 10 CM RAPS AM VIOLUODO IN PA'ftMff FOR WREN USED U WITH STOMOMD �S OR 0" THE CM FACE ON TMS STANDARD 6 40 fE ASA6TE0 TO MATCH THE LRRNTAt81$ CURB A� T.O�IdPTATm1L CI,� MTAS TO M LOCATED -AS SHOrRN 0A TIE eH6AtS AB DX■ECTED ITV tHfE THERM TO � At NTERS[CTbN6S AM RDaNTE � WITI®N 7NE RRIPT or WRY A HDmaY FACRKY o5 A C OF 1WEi1NiR t4K 6 Ems. OA "THEY BAST tE LOCATED NTTHlN CiM3SWAt� AS ON M+P.AL4 MM Ad ACTED, 8Y TIE AO SIOR.D �Y � ItJCATED 82HYD YE09bIE SYOP BYES. DIAGONAL VARIATION E�$tI10 HJiRR NOES FGL eRYBMAMtS-D Y6[t5 LTC TALI ASO AFFECT FLAENAi. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) , 203.M 43EP A=" I..Al ETa•1.tA ----® SEEMDT T TO BE dEVELEO .....------_«___- I B SHAPE H WITH mIx"AR 0 1..-- BROW I -• 1 I 00 NOT BEVEL INVERT B _ B NOTES- L 9r WY BE REOlGEA UNTO 'X' SCABIES A OF 4" {IfERE EFNOIYALL B. [EYE. EOOE LS REOLr ON THE PEADWAU AT l/E SSET ENO OF THE Yt7RT (WHERE TFE FLOW ENTERS T:E OR.VERTT. WORLD PROTRUDE peoVE 9�LOER LINE. N NO CASE SNAIL TOP OF ENWAII t CT MOVE FRB. SLOPE, wCH SLOPE. OR PULOM 7. IEAOWALL AT THE OUTLET Do of TIE CULVERT MAY BE EITHER SWAM 2, THIS TIE■ MAY BE PRECAST OR CAST N PLUM. SHEET EDGE OR BEVEL EOC%. 8. S BELOW 3, IN PLAN NXRaCRETE TO K CLASS A3, FOR PRECAST E LON PARALLEL TO THE T0OP OF f� ENOWALL SHALL BE CONSTRUCTED R:lRAbE OF THE ROAD. 4. M SFAPOARD To Be USED tWTH STRAIT CROSSM AND ALL SKEWS 9. Y.- (SiA6ER MAY BE PROVIDED ON ALL EDGES AT 11AWNACYLIAM OPTON. W10 45'1. 5, IN ALL SAS EMCEPT WHEW A CONE= LOTH INERT CAUL EW-t EWtA ENDWALL FOR CIRCULAR PIPE OAAOm OF PYRE CULVERT t2` is" N- 2r NN 2r Sr` OR 3r 3r NN 3I- A a•C' 0•s- a-F a -Tr r•tt" r-a• a 40mr r-r r-r r-W r-r r-Or C T-4" r•7- 1•9" 2•-2• r-W r-Dr 0 T-0" r-3' T-w r r• 74r 31W F Ow 0-B` a-V W-9- a-S' 0'-W*--- H 21r r-W W-r S-r 4-3' 1 4•-9" L W r 9••O" W-0" 8••N Ptr-a' -w a 0,41'e, W-W.- a-r 0-2'(e a �/. a•3ia OM YARDS OF ATE CONC. PNti R291 R492 0.09T t3M ZOBT 2.947 C,M.PIPE 0.257 1 0.521 0.739 L398 2.'isIN 3.t45 ENDWALL FOR ELLIPTICAL PIPE SIZE OP mm im WE CULVERT ipm - RISEN 23-3/4' 3W'919' 34"A2r 3r.124- 42'4dr 45's28" 49-a3r SrAW A 0-8 a-r a-t0' a-Ir a-Ir r-r r•tr f•+r B 7-2' r-S" mr Y•B" r-r r-HI" r•R• T-Ir C T-8" r-tr 2-r T-4" 21r 2•7" 2-8' r-9' D r-2" r-7. T•Itr r-o" r-r 2'-3" r-B' r-TD" dr.r 17-9~ a•w H r•b" 3•-3- 3'-71 3•-r 4•+a• 4•-2' 0'•5~ L r-5- 7--r e. 9•-r t9'-7r t2'-r t2'•tr S Mr, r-B' r•r 3-21P&- 3-r 41T` 4.5- e a•2Ya" a-SI/4" a-3�I:' 0.4~ a-4Fra-S" 0-Wi® a•r a-2%' aV-2i a-3-File0••3i74" 01•4" C-0/0 CUBIC YARDS OF ATE PBIE 0.302 OR3SS 1238 .SOS t811 21M 2.512 2.9M maw STANDARD ENDWALL FOR PIPE CULVERTS 12"-36A1 CIRCULAR AND 2Wx14"-53'Ix34" ELLIPTICAL PIPES 302 1 VMM OEPARMa NK TRANSPORTATION 'o' SECTION A -A SECTION 8-8 nFTAIL 2 SS SECTION A -A SECTION A -A S NOTES - I, MR MULTIPLE LINE INSTALLATIONS S IS TO OAVEM THE PROTECTION OLATSOE THE CHANNEL WOTH (O. 2. =10SECONDAW ROAN INSTALLATION REOUIRVIC EROSION CONTROL STfkE TOENOWALL OR WITH DET� a SHOWN SPECIFIED ON PLANS, CONSTRUCTION LS 3- GEOTEVILE FABRIC TO BE INSTALLED 4RdER ALL EROSION CQNTRq. STONE IN ACCORDANCE WITH THE SPECIFICATIONS. 4. S - DIAMETER OF CIRCULAR CULVERT OR S'AN F DOX.ELLmTkAV. CYt ARUM CULVERT. H - DIAMETER OF C✓M1A.AI 01YEAT OR RSEIIE1d1T FOR BOXC, H]dU'iTC11 OR ARCH I7,eCtC��U�L�VERT. S.••tP.�E TYPICAL SECTIM Dow ON man OR Felt SOmm. BOTTOM WIDTH Me MPTH or CHAaNFS.. MATCH EX511610 DITCH OR NATURAL G00". EC-1 MOL DEPTH 'O- cLas a r CLASS E 3• "48 STONE FOR EROSION CONTROL 245 VROM WARITMEN I or MA4SPORTAIION 1HAt . 'N MENEM N *� O 4) U cy .® <t L_ r C) CV C -J CL co Q U M cr) P C V > N O 0 `N r l L>7 .I .. N w w w C ItT At C 1- u. LL .® N C Uj 0 +� v ++ C •(�n 0- LLl Ilf- cn W F- U OF �U) �i � o W >_j ®ZZW ZLd F- ::) (n = Z oa Ld AAA U ®Z �Z ZD oD Q LW a Lli w0 �O U W O Lc) a LLI O o J[>J Ld Z i IW-� QV) J M Z 2 Z m Y� C7 Q U Q Lu O LNJ Q[ Q' f"- LLI _ a, = (n Y- �- - PAVEMENT PARKING GRASS ISLAND WIDTH VARIES CRASS ISLAND SECTION NOT TO SCALE 1 FT. SHOULDER ® 1":1FT 10 FT. `-6" 21-B 1 Y SM-12.5A G TRAIL SECTION TRAIL .WALKINGZ BIKING NOT TO SCALE 50 CONCRETE PROPOSEDSIDEWALK`' NOT TO SCALE PAVEMENT PARKING 1 FT. SHOULDER @ 1":1FT SM12.5A 8" VDOT 21B /- WELL COMPACTED SUBGRADE STANDARD PAVEMENT SECTION NOT TO SCALE 1.5" SM12.5A 3" BM25.0 /� 8" VDOT 21 B / /- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION NOT TO SCALE _ t 1 max. anchoredMinimum V* x Ir into CMINd DETAEL PROVIDE HANDICAP RAMP IN SIDEWALK WHERE INDICATED. BACK OF SIDEWALK POST MOUNTED HANDICAP PARKING SIGN AS APPLICABLE AT EACH SPACE. FACE OF . x ' ADJUST PAVEMENT GRADES TO BUILDING W�-STRIPES PROVIDE 2% MAXIMUM GRADE AT RAMP LANDING. PAINTED O :2 PAINTED HANDICAP z SYMBOL 00 2> r general backfill 24" select backfill All backfill to be compacted to 6. 95% of ASTM D698 maximum density. stone L 6• STANDARD general backfill general backfill 8. 8. -- - - - = concrete ' 24° select 24' select backfill backfill stone ' �`r 6° 61 1/20.D. 1/20.D. ` L6' L_6, concrete stone CONCRETE CRADLE CONCRETE ARCH general backfill 24' select backtill ti',• 3L 6. ` concrete 6' CONCRETE ENCASEMENT TRENCH DDING ®� m SEP 05 8' MIN. 8' MIN. 8' MINIMUM AT SINGLE SPACE 5' MINIMUM AT MULTIPLE SPACES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA CRITERIA. SCALE: 1 /4" = 1'--0" rs1n ^F- 4" WIDE PAINTED STRIPE WPICAL PARKING SPACE (PERPENDICULAR) NOT TO SCALE SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6' D.C. OFF SITE LIGHT POLE TO BE GALVANIZED STIn Ply WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED EDGES HAND RUB FINISH ON — SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB GRADE 8' GALVANIZED GROUND ROD. BOND TO POLE 13 STEEL REINFORCEMENT $' TIES 0 V-6' O.C. 164p�STEEL REINFORCEMENT BARS ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8* 0 CONCRETE BASE P.Y.C. CONDUIT AT 2-If BELOW BELOW GRADE TO PANEL NOTE: All UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT is—$» 140T TO SCALE LIGHT I DETAIL .a ..1� LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' ago LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHAM. BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. I'll 211 MINX, I MINIM r •-Ak•-- ,•(k 'n'r WW ift Anf€ FCR .i $k , ) b �� � a go" am msam" �° yr � rim os•a it M f♦ W oaf Posy FOM (nMX OF 4) SECTION A g d (� � c A x a PLAN VIEW xars N as QMN wsf cum vomm W W Q c, o 12 Z o O � o � 6 ` N W/ a-- fe w M M o Z a V w 0 W ♦- w 0 z •f•' O d � N .1.•7 ftmj ai cu ® Q U N m N a 2) M q) � co 0 } N O L J (n U W Lf) -t c r` U. EL ... to L L- � T V) C � O L W .ems U .fm+ C cU 'rn ®. LLJ w F- Z W I— M W Q0 H�;; fyi 5 c~ 0 _n W �j ®LAC Of In<Z� zw = W CQ U ®Z �z Z C) W LIJ W® �o = U W O Cf) W a LO � W O r W M Q JZ d O to o 10 r- J) Z Z Y :2 p— L0 Lcl U) Q Q W W Q LL. = O W p_ I.- _ V) r- finished grade concrete skid pad 10° � r 18' dia. x 6" deep 4" stone Panella Model PA4SV-CSK (4' &C7 VaNco, Inc. cast iron cleanout cap with brass lan6Fig- No. 71 BOB plug having a countersunk square with lid marked head v�v 'sEwER' R 21 - cieanout pipe bottom section Ubrick of box base sanitary sewer main SDR 21 wye v 4 -; ;,>:4 •: SDR 21 45° bend ,-45' SDR 21 6' stone bedding SEWER CLEANOUT -19- SEP 05 concrete pad V-6" dia x 6' deep 4' stone-- I screw type adjustable valve box location marker stone joint restraints :r..::..... .. .............. ..................r !J stone 18* to 24' finished grade 48" min. valve restrained to main f: 8'x 8"x 16' solid block (for valves 12" and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- -f finished grade 6' dia. schedule 40 steel !.' pipe filled with concreteEll -!i and painted yellow - 4 square skid pad 6" thick finished f' around manhole frame in grade %.l zry 7 2 1 developed areas adjustment rings - d 35" max. max.) 18' dia concrete 3/4" concrete anchor a encasement ,, f/f. 3' bolts (4 each) concrete ASTMC-150 BOLLARD DETAIL 4000 psi waterproof coating 12" or 16' (typ.) as required finished grade 2' min. - 6° max. stone to be minimum of 6" above top of base stone joint pad V-6' dia. x 6' deep ,V' --� 4" stone screw type adjustable valve box i— locator marker ----------------------------------------- mechanical joint swivel tee with 6' branch joints are to be sealed with "O' ring gasket top of manhole at grade in pavement areas unless otherwise directed (top shalt be set 24' min. above grade in undeveloped areas) 3/4' x 2" butyl joint sealant ped areas • ' • d,: /''' finished �~•. / grade 1 1" nominal size butyl joint „ sealant applied between ° - joints and on exterior side ' of joints SEP 05 variable -- 4'-0"- 5' 'I pipe to manhole connection to be by flexible sleeve invert channel to provide a 43' 0W " min. smooth transition in to out, T-max. for all connections ' .y 2-0" max �t precast invert or grout :a' .� • 'r`` top of bench to be bottom to form channel t- '�- =; r' +;� D12 =:'^` -:$. •- s same elevation as top i w ;r'; ` 6" of pipe d 6' bedding stone .... 4 ...... .......: i::::a s.... r::............................................ 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. 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. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) URGE SIDE JOINT PVC DIP 6' 8" 10' 12' 6' 8' 10" 12' 6" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- 20 40 10' - -- -- 4-0 - -- -- 20 REDUCER ION L In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PI/C DIP 6' 8" 10" 12' 6' 8" 10' 12' 60 1 60 80 100 41 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 10173 -2- DOWN BEND DEPTH 4 [!:'Ld DOWN BEND RESTRAINED LENGTH finished LIT Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the 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 joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH Lu RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN. 5-12 FT. 4 FT. Aft 5-12 FT, sfzc 1'F DEGREE F BEhOS �.d (DytJ n Lu �J S.ZE P- DEGREE of BENDS Ld Doe) Lu t'PJ 6- PVCIDIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 225 & £ 1,25 20 20 8" PVC 22.5 & 11.25 20 20 12" PVCIDIP 45 40 20 8" Dip 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10' PVC 45 40 20 12' DIP 22.5 & 11.25 2D 20 _r 11_� 17 t In addition to restraining each joint of the tee, (1) any joint Lb 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) 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 tr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 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 f-�-- L t 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 LE14GTH OF PIPE (Ft) FITTING PVIC DIP Df0'REE F. 8' 10' 11.' 6" 8' 10` 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 225 20 20 20 10 20 20 20 20 11.25 20 1 20 1 20 20 20 j 20 j 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 VBHH77-15BHC-1 t-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) manhole varies at propertyline 2' max. finished (see note 2) grade skid pad roadway box 2" CTS polyethylene 27' - 29' 3' riser section for 4' tubing (PET) 200 psi diameter manhole w/ SS inserts at all with cutouts 45' connections L[7�3' min. — saddle with 2" min. corporation stopar<';� t'-<... :,-- .a S" � ^'• ; 6' solid support blocks ^ water main stone bedding under custom setter 12 gauge insulated copper ball valve curb stop with Pi wire for line tracing, taped C14-44 w/ SS inserts (CTS) both ends t644-777 at 10 foot intervals and MIP plastic plug w/ SS inserts); with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no. S1 R3030 I+ b) in traffic area - model no. H1R2424 8' 2. Water service crossing street: a) Encased in 6' diameter SCH 40 PVC or SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge insulated copper wire (for line tracing) from Corp. stop to into the meter box I wrap wire around (typical) 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). VERTICAL OFFSET FIRE HYDRANT ASSEMBLY STANDARD MANHOLE RESTRAINED JOINTS 3 OF 3 1 1 /2" and 2" METER INSTALLATION _10- SEP 05 -13- SEP 05 -4- SEP 05 -8- SEP 05 Iloilo N� O d U O N N •�• U C Q a) cta N64 M p Q 0) M 0) 0 > r- N O Ui j (p (0 W L CO O U C LO L0 •— `- S F- IL o r- tn ._ in L � L U in fr Ci la, W Y O Z 0 Z Q V J a w J _ D F— t-- W C w- �W <0 W .I D �Z W z w c~n = W 00 oQ O 0 aZ �Z Z� oD Q LiJ Cy WO LJ �o U T V W .i. O , ) CK H Q y W L0 \_ M W LJ O O ,— ZZ O > W Q �'` J Z U V) LLJ —1 Z Z Y In r- Q Q WQ =Q0 (ui w lz rr I— _ to Section 2721 Engineered Surface Drainages Products GENERAL PVC surface dmhw Inlets shall include the drain basin type as indicated on the contract drawing and refemned within the coact specifications. The ductile iron grates (12" and 15' frames are cast iron) for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be famished by the same manufachmer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The drain basins required for this c ontrxict shall be manufactured from PVC pipe stock, utilizing a themes -molding process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to &IM D3212 for iointss for drain and sewer p� _ptebc pe using _ e9astomoc seals. The pipe beg spigot shag be joined to the main body of the drain basin or catch basin. The pipe stock used to manufacture the main body and pipe stubs of the surface drainage inlets shag meet the mechanical property requirements for tabricated fittings as described by ASTM D3034. Standard for SOW PVC f'iae and Fittings: ASTM F1336. Standard for PVC Gasketed Sewer Fittings - The grates famished for all surface drainage inlets shall be ductile iron grates for sizes 8% 10, 12",15l,18'. 24" and 30" (12" sand 15! frames are cast iron) shag be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for drain basins shell be capable of supporting H-25 wheel loading for heavy-duty traffic or H-10 loading for pedestrian traffic. 12' and 15' grates wig be hinged to the frame using pins. Metal used in the manufacture of the castings shall conform to ASTM A535 grade 70-SO-05 for ductile iron and ASTM A48-83 class 30B for 12" and 15' cast iron frames. Grates shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shag be ir►staied using conventional flexible pipe baCkfll materials and procedures. The backidl material shall be crushed stone or offw granular material meeting the requirements of class 1 or 2 material as defined in ASTM D2321. The surface drainage inlets shag be bedded and bac k fried unifomdy in aeoordanoe with ASTM 02321. The drain basin body will be cut at the time of fine final grade so as to maintain a one piece, leak prof structure. No brick, stone or concrete block will be used to set the grate to the final grade height. For K25 Load rated installations, an W to 10" thick concrete ring will be poured under the grate and frame as recommended by details provided from the manufacturer. 180 DRAIN SASIN " U'C ME IRON FRAME NO GRATE INLETAND PIMEf AnAKM AVAILABLE 4' THRU .18" 1<— I VA LE INVERT HEIGHT VAMW TVPES or t]UTLl=TS _I tMTHWATSTI1 TfrADAFI RS i FOR; ADS N42 SDR35,St_4VER. CORRUGATE©FVC RIBBW PVC 2r DRAIN BASiN 2824AG.. - X - r -- Dt�ME.IRON Ffti'WE � AND GMTE INVANDix19 67 VA1itA9LE INVERT — ADAPTERS AVAILABLE HEIGHT j 4°THRU24" z VARIOUS TYPES OF OUIMS VlR H WATERTIGHT ADAPTERS — FOR:' ADS N-12 SCHEDULE 40 MW iXiM ATED PVO r4 Pilo PVC r/Lt a OPAWNW CA MATSM&BLWOM7f�1Fi f1A78S1U DATE IA rfY M N416st APAOaY CIA PROJECrNOd1AlE TRLE am i6KAM ORM BASM SECTM 2M r-WSPECMATIM d>M SM A WAM f:t 8/1EEr 1( 1 tnrONO mt-110M REY C DUCTiLE IRON GATE wrcAsr�oNFRa1� INUEf AND OUTLET ADAPTERSAVAI ABLE 4•THRL"2' — VARIOUS TYPES of OUTLETS WITH WATERTIGHT ADAPTERS FOR:- ADSN•12 SD2-%SEWEt SCHEDULE 40DWV CORRUGMED PVC RMBEDPVC STONE O RGRAVELVATERIALLWNG CLASS 1 OR2AS SPECIr ED IN ASTM D2321. BACITILLMATERIAL94ALLBEPLACED VNIFORMLY IN I LIFTS AND COMPACTED T090-95%DEMM. 249.KC GRATE-02 75 r' 11) ADAPTERS CAN BE MOUNTEDONANY ANGLE Vg�703Wea T M ANGLE BETWEEN ADAPTi34,4 SIB DRAVANG t10.7g09-itbe912 DATE MAIM APPO9Y CIA PROJECT DATE itAUM DRAM SAM 12'- 30" INLINE DRAM rw war uwd va.nu- w: w�var.w STONE OR GRAVEL MATERIAL MEETING aASs1OR2ASSPEC DINASTtitiAD2321. BACITILL MATERIAL SWL BE PLACED UffORMLYN IrLIFT'SANDCOMPACTO TO90-= DENSITY. t IralrOM dDETAILS r<b1.9new m PIfY e AT1�2A:y5=. 4+�4������ e � �q i ' t.�t z� • / r. 1 n.• a .� , ��� r ' 1 e;•= :, .r ` L' 'I `; #♦ r e r tl1 r, •�r, r 1 a e �1 v� •• I r ,. 1 r 3 t to . '�i' , r.• 1 . �'1,: ♦ h .� h .11 �� 1 r C.. � r .. .:': � - a r e • o o e � re r �t • 1 • ts4 4 4 ■• 1 'rt •� ore s !► a'r >. 3iN r '!� r rk � :, -,,, 7 4.• y ...^! i E !�'!! 1 +�I ',�1 ,i ::� , ,q n.r , i [r an. a.•. r ; :.. 3` f. t" way%w ;� aLl:� ,)�.1.,.;1. 1 1.^. •11 > r .,:r � 1. 7.. � •i c!���ii1i , OWT.'h, i ` 1 • till. • q �;! E, .; In ll !' t ♦ .r;.. VARIABLE ELEVATION INLiNE DRAIN CAN BE USED AT BEGINNING OF A DRAIN LINE .ru ran er,e na,e rse WATERTIGHTAOAPTERSAYAILABLE FOR ALL PLASTIC PIPING SYSTEMS 3' To48° I 10'lNLINE 3 CHANGE PIPE m 12' DRAIN BASIN r DRAIMIOAArI GATE /01M0 �-g'7YP/CAI.M�AW4T�N MOM A SCALE 1Ae Sf4EE7 tOFt lT1TGIIR T1Qf940-0If 1!£1f a 4' oft BODY SIZES 17 - 24' IV ON BODY SIZE 30" FlEll7 GLUE JOINT 2908AG 2910AG 7° To 48° EXTEN54�1 2915AG 2918AG 15 3'oNBODYSIZES W IV SAG AG ewratx OEM pt DALE UWTO r,AXdrIbMM" d Amoy CA P/B AMMAI M FONAT9pN WARY "GAMICMUM TrrtF 0 DATE #EFTOA 1!4•HIMI.Nn? r-w MOSM A SC" WM S M 10F1 DWGNM 71MMISM R5Y million r� U) O N U fn ® Q •-: O 1;%) rL. N a C/) 0'c L7 'ra M CF) C > N O Cd C) V V1 (D W ell L!J to to Q; r iH iL v r L 0O 0 N kU AW C � -v1 CL L J r 0 VI �® OZ W QZ J U J I R �— V0 W W J W (n ]-- :� W Q a oY a W � > J ®OC �C" ZW zw Q Q Q W Y a rz Z� ®0 Q w 0 Z �� W� o LLJ 7) (r to ® UJ O O (� Q UZ in W M —L ,— kn C) (n Lr_LLJ z� Z� Y� t0 Lj Q Q W Q = to LLJ Section 2722 Engineered Surface Drainage Produeft GENERAL PVC surface drainage inlets shall be of the inline drain type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron grates (12" and 15' frames are cast iron) for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, inc., or prior approved equal, MATERIALS The inline drain required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the furnished configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer mastic vide using flexible elastDmeric seats. The pipe bell spigot shall be joined to the inline drain body by use of a swage mechanical joint The pipe stock used to manufacture the Inline drain body and pipe bell spigot of the surface drainage inlets shall meet the mechanical property requirements for fabricated fittings as described by ASTM D3034, Standard for Sewer PVC Pioe and Fittings: ASTM F1336, Standard for PVC Gasketed Sewer Fittings. The grates furnished for all surface drainage inlets shall be ductile iron grates for sizes 8", 10', 12',15% 18", 24" and 30° (12° and 15" frames are cast iron) shall be made specifically for each fitting so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet, Grates for inline drains shall be capable of supporting H-25 wheel loading for heavy-duty traffic or H-10 loading for pedestrian traffic. 12" and 15" will be hinged to the frame using pins. Metal used in the manufacture of the castings shall . conform to ASTM A536 grade 70-50-05 for ductile iron and ASTM Class 30S for 12" and 15" cast iron frames. Grates shall be provided painted black. iNSTAL.LATIDN The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1 or 2 material as defined in ASTM D2321. The surface drainage inlets shall be bedded and back -filled uniformly in accordance with ASTM D2321. For H-25 Load rated installations, an 8" to 10" thick concrete ring will be poured under the grate and frame as recommended by details provided to the manufacturer. WnDPL TIWISPROPReTARYMWS.THEPffC6•T P}W ORPOSMUMOFTR•SPRfrD=NDTC0NFM wE i81 m iR ER,oxuCBM7fK=0FTW0WGN0 R M34ZawrMVM TE044CALW 0FWATMMMN8 it PJWWf CJA PROX-CFNDARAM REPR40UCTM0FTF9SMW0RANYNF0WTM i U WKA1NWH MK0RWXWAC7M0FAAIY GATE t > ODAN DON272a Y•IP T 71CtE l FM TUEDf TO WiM ISFORS MLE)WTOMEO CWftl M P rIFROUV44P AST. DMZZE A I SCALE t1 SN M 10R1 10MR& ImIIDm• REV C WHEN ARE INLINE DRAINS USED? 2708AG X THE INL� DRAIN CAN BE USED TO ENTER AN THE INLINE BEGINNINGDRAIN CiW�USED EAT EXISTING LINE BY USE OF A RISER AND A TEI: 2710AG_ _X 2712AG _X 2715AG X RISER 2718AG _X VrilHEBEGI 2724AG X 2730AG x TEE TYPICAL INSTALLATIONS INURE DRAIN RrINLINE DRAIN DRAIN BASIN 12' DRAIN BASIN TYPICAL INSTALLATION OF NYLOPLAST DRAW BASIN AND INL�!£ DRAIN VARIABLE ELEVATION i INLET ADAPTERS 10" lNUNE DRAIN EPUTON ANY ANi E WATERTiGt±T ADAPTERS AVAILABLE 17 FOR ALLPLASTIC PIPING SYSTEMS WHEN ARE DRAIN BASINS USED? 1: CHANGE ELEVATION 2: CHANGE M METER 3: CHANGE PIPE 2808_ AG X 4: CHANGE DMCTION 2810AG _X T15" 1d CO IGATEDIPE - i 28127_AG _X i I I 2815- AG -X SMOOTHWAU. 2818_ AG .�c 2824_ AG -X TMPP 0=0=W8XCTMATMIN%*QCH DRA/AMW AAA KA,RUL MVVWUAVE 2830_ AG_ X NftMWWPAWWARYW4Z TKKCBK CRP=EWN0F1WMWTD=WC0NM DATE 19At1<??O TRMEFEKORRLC8r5£THEMOFTHEDE"OR �y1 FAXlr70j AVAILABLE IN SIMS W THROUGH 30'. oFT► SP TaRANYVff*WTM �0RWMH9M' � ✓ COHAMHERMORWRFACTIMOFANY Tru ®A�1 oRlVll !:•�"TYPMal.Bl3iAllATpk ADAPT TO PIPE SIZES4'THROUGH 3{r. ARPME►IEURMfORTH5WO-0b'!MM � WAUM ISF0F800GKEXCEPTBY7 %PJ d McSSIONFROMNYLOPLASST. onsn A stw 1� T Iorl D/TGNO 76911160Q L HINGED Rr • xl GRATE COVER 3.38 1►FOR EASY ACCESS I� ., > 4 STANDARD13.56 74 SOLID"PEDESTRIAN APPROX_ DRAIN AREA = 60.62 SQ. IN. APPROX WEIGHT VM FRAME $9.90 LBS. APPROX. DRAIN AREA = 60.60 SO. K APPROX WEIGHT_ /• LBS STANDARD GRATE RAS H-25 HEAVY DUTY RATING SIZE OF OPENNG MEET$ REQUIREMENTS OF AMERICAN DISABILITY SOLID • DUTY RATING ACT AS STATED IN FEDERAL REGISTER i DEPARTMENT OF PEDESTRIAN GRATE HAS H40 MEDIUM DUTY RATING JUSTIM, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF QUALITY MATERIALS SHALL CONFORM TO ASTM DISABILITY BY PUBW ACCOMMODATIONS AND IN COMMERCIAL MATERIAL- DUCTILE IRON GRATE W/CAST IRON FRAME PAINT- CASTINGS I FURNISHED BLACK INCLUDESLOCKING DEVICE AVAILABLE UPON REQUEST PRICE r• NYLOPLAST HAS FP40PMTAWMMMTHE RECEIPT UAWN ORP ROFTHSRW0=WTC0*13L SATE 15AM oucluam PFRM 9324M TRAmumoRL TieuSE0FTHE OR FAXmM TECLYd3P.A DECRWTOWWWWAM ON CJA MM RIDi40UC"OFTMPRMORANY TION THE CONTA>A HEM.OR WAKWACMAE OFANY DATE 434Ut ORATE 10011� 9T SY ffolS06 ARw_EN( LFORTHEL TO ISFCFt9D0M E)0PTBY S NM"ffl PEWSSONFRWHYLOPLAST. LTMME A SCALE t12 2W 1OF1 O PT REV C 4 DUCTtLE IRON GRATE AUCAST IRON FRAME ` B VARIOUS TYPES OF OUTLETS VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS WITH WATERTIGHT ADAPTERS FOR: 2712AGO4 12X4 2712AG12 12X12 ADS - 2712AG06 12X6 ADS N-12 SEWER 2712AG0$ SDR 35 SEWER SCHEDULE 40 DiiVV 12x10 SCHEDULE 40 DWV CORRUGATED PVC 2712AG10 CORRUGATED PVC RIBBED PVC RIBBED PVC 3° TO 48' 1 A B I C 12' 4' 10.50 12' 6' 11.50 12` 6' 11.50 12" 10° 11.25 M12" 12° 6.00 FIELD GLUE JOINT 3' TO 48' O ON SODY SIZES 12' - 24' V ON BODY SiZE 3V DATE $40 1 APJM18Y CIA f DATE i TM1Y°L1UMPAILS OWGSO:E A SCALE NT8 SMMT 1GF1 mmm WAS-146- I B FIELD GLUE JOINT 4' ON BODY SIZES 17 - 24' 6' ON BODY SiZE V • GLUE JOINT 2908AGlip-ui• ,. 2912AGA • Ilii. �r •, 81 ia. u ,; ► 1. y fi ., I N00 111111 1 HINGED GRATE COVER FOR EASY ACCESS I 1599CGS MATERIAL DUCTILE IRON GRATE WICAST IRON FRAMIE PAINT: CASTINGSARE FURNISHED W17H A BLACK PAINT LOCKING DEVICE AVAILABLE UPON REQUEST PRiCE INCLUDES FRAME & GRATEICOVER HINGED GRATE COVER FOR EASY ACCESS :31.1 63 1599CGC s•I HINGED GRATE COVER FOR EASY ACCESS 1599CGP R@i► = DAAWNCY AWA MAYORAL SOMMAVS VEWCEIPT ,OA2B DTCOWK DATE 1�0DUOLESM "FOR FAX•4ft ii rlyi*as W-Aftud- AMBY CJA PROMUDAVA OFMY Tom! WLE METOORM DATE ISAIM ORATEICOM WST SOM& Sf M tTTfl1 OMME A SCALE 1:12 90F1 OTrO= 710441000 REV C A DUCTILE IRON GRATE WICAST IRON FRAME � B VARIOUS TYPES OF OUTLETS 2715AG04 15X4 VMWATERTIGKADAPTERS 2715AGOB 15X6 FOR: 2715AGOB 15n ADS M-12 2715AG10 15x1® sDR-35SE�R SCHMLE400M 2715AG12 15X12 CORRUGATED PVC RIBBED PVC witLGMNMTE ,. -� .� • anti, :�.:e a� A DUCTILE IRON GRATE WiCAST IRON FRAME c B VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS 2716AG15 15X15 FOR ADS N-12 sDR-35 SEWER SCHEDUL.E40 DWV CORRUGATED PVC RIBBED PVC 00 �0 ®IN BRl/! 1 ORA ROY CJAKamm anwwommAva S.THERiOr NNMGA/rfza►// FIUR(P10np2�• rl(YROM M APPDRY CJA Im FGIUTATC 1 EOHEDEMOOR AMr 51A�RETTO DATE ►YDESI(.YIOETAIIS Mats RMEN ONRiIIOI P/R•110•p REV B OS� A &GALE /Ir6 BHEET 10F1 �WERai A ✓3 amm'�.y!Iyt�..R.l ry E irY6 0. N5 • SEELfRA1�1t�€' NQ.T041.1�042:> I=YMPIW#tK 17ATE 99166�►.. - »mVrWar!sys. m :.tQTG, iArtf teo?i' AP►OBY� CtA cr 7Ufl�GFA�d1'� oasi>R�Tn.:....- . o>~r� i . x�• otrAt�' �T?.4a1'TfIJ .: 06tieiu•- A.. 8 k9i1T. :- i�#. : 't>W�Mti. :f�P41;lfldil: . - WRV 0': 90 on: 9>'+ in ate . 2 1p 8min 24Steas m &da b WTRArQIe rev. ifin n ANte r- W01n mArgh As Ow �ni mm' . ft:NAIffh � aRtirae�,iA<haWt�s, etP►�.y ra:Adig �p �.®: .igrA�daater•' r g ar TV. 4• =a- Ir a "" rag 4`-•� 45+'. 0°'--16" 98• 4"•�t" 55• ,•°''-?.4" .•3° it W, 'A& it . 11- �• . "�130 ice' t•"� L 7•. r- 19, 4P Ir:1ll" sr Ar.16* ate` 1•�- '. M 4tq 4114 1. ia". 0-ov, 1 1t"::=15" a�5• 4" ii" 6v7�. 1•" ��". 11• PIP Mw aw-�° .. 12"®14' 90$� i•".iop 4�° 9z°°-�e- ar fin"-`�" 7B7t` gig9o�p$y" p® Be s .ems- 4a® 'r �111' :so` 0f_e12" or 24" ZC 1W Ti1iSPlbtlT»E5A1?.�TASLr1FR41V1FH�F sY -C!A NATERRAL 3T70Y�ONAAYE PdflA�tASikBtSrif�i�TJ4YZ6�1[S.t1{&h�Pr >�NNiK�tQA;�bit OTt ..T►EYPIZ•lTS�aWfSfit TAl1 ,f:3RLKME'U*�Uwcfiw NCR OATS W1{TT9)lBL241d -'T�R[7i�F32.2'rd• reaa+rJr�ri?RIpilatR�+i¢a�a �FFRO�B�,(�P1�kTNR¢PR$ir4R:AWY SY 'CJA FRO�tLTNOA/ME , rmra•.MY�Dp1iM4ta►MM- G�{rAl�l)HEVEItl,gA 9�A>9N.: ARIICLEFE�A06t:i�1TLNE�LYO5R�T6 QV1R� 1 �Pt91j>Itl►rCR410iTNffirCrtIWU ...19gAA� YBTR11C10/tS T� �°42fta Alf+ ADA ISPO115tWti !r. SPF3fi»WEN ' F.f!�81fi1 ST• .. 4' Y 41 1> 1, fh1G#A Yti~nMtwa my t.. million 1 O 0 CV CL _ca -k7 V M C') C > N o U J 4- ca N W �_ � � � ti C v o = G7 0 '- N a.• C �• L j N �O O Z W Z a �a �U J � W 0 N W td) I-° W <t U Ur OU. �_ W Z � ®Q� Z oM = W UQ Q U ®Z Cz Z oa Q w Z� �LL) W U o 0 X a- LaJ Lv Z Q M ::) 0 =1 Z Z Ld L-i L �QQwW<C= L,J � i- _ rn u7 GENERAL CONSTRUCTION NOTES GE 1. The contractor shall furnish all materials, labor and a uipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existingsubsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work sas to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. THE AUTHORITY'S WATER AND SEWER STANDARDS AND SPECIFICATIONS ARE AVAILABLE AT WWW.FCSA-WATER.COM. 2. THE WATER AND SANITARY SEWER PORTION OF THESE PLANS ARE VALID FOR TWO YEARS FROM DATE OF FCSA APPROVAL 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, THE AUTHORITY. 6. WHEN AN EXISTING WATER MAiN IS TAPPED FOR THE INSTALLATION OF A NEW LINE A B) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIAL THE CONTRACTOR MUST: 1. MAKE APPLICATION AND PAY DEPOSIT 2. MARK THE TAP LOCATION 3. COORDINATE INSTALLATION WITH THE ENGINEERING -ASSISTANT. 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 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 %* 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. E) THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 10. ANY WATER SERVICE LINE MUST HAVE A BACK FLOW PREVENTION ASSEMBLY (DOUBLE CHECK VALVE OR RPZ, AS REQUIRED). THE ASSEMBLY MUST MEET ASSE STANDARD NO. 1015 OR 1013. 11. ALL FIRE LINES SHALL HAVE A BACK FLOW 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 AFIRE SERVICE METER. THIS ASSEMBLY SHALL BE INSTALLED IMMEDIATELY BEFORE THE BACK FLOW PREVENTION UNIT. RADIO READ REMOTES ARE REQUIRE. 12. FCSA ENGINEER SHALL REVIEW THE MECHANICAL DRAWINGS CONTAINING THE DOMESTIC AND FIRE SERVICE METERS AND BACK FLOW PREVENTION DEVICES, AND APPROVE THE DESIGNS AND MATERIALS. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any -time. VIRGINIA DEPARTMENT OF TRANSPORTATION 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 V2. All construction shall comp 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 floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs-; sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall he present to insure the sample obtained is representative of the location. When soil samples are submitted to primate 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. a a n rAt . NA Am I Ri me] �z 1 _4!m --I"" AP CELt am-87 PAR , V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 957. of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise VI 5. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's :discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V1& 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. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-s'►x- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOPs installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. , VICINITY SCALE: 1 " = 2000' Pattoni Engineers. Surveyors. Planners. Landscape Architects. EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, sic.) b) Submittal of certified as -built of the subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. OWNER/DEVELOPER OXBRIDGE DEVELOPMENT AT SHENANDOAH, LC 600 JEFFERSON PLAZA SUITE 550 ROCKVILLE, MARYLAND 20852 (301)294-4150 LOCALA s FREDERICK COUNTY• AUTHORITY P. •. BOX 1877 WINCHESTER, VIRGINIA 60. ALLEGHANY POWER 3463 VALLEY PIKE WINCHESTER, VIRGINIA 22604 (540) 722-5852 P.O.C. CiNDY LAING VERIZON 404 HILLANDALE LANE WINCHESTER, VIRGINIA 22602 (540) 665-3156 P.O.C. TERRY PERSONS ADELPHIA CABLE 1039 N. FREDERICK PIKE WINCHESTER, VIRGINIA 22601 (540) 667-0364 P.O.C. BRENT LILES SHENANDOAH GAS P. 0. BOX 2400 WINCHESTER, VIRGINIA 22604 (540) 869-1111 P.O.C. TIM HOCKMAN 117 East Piccadilly Street, Suite 200 RAWinchester, Virginia 22601 540.667.2139 P�1 H op 40.65.043 SHEET TITLE 1 COVER 2 KEY ` PLAN 3 SiTE PLAN 3A ROOF DRAINAGE PLAN 4 GRADING AND EROSION & SEDIMENT CONTROL PLAN 4A PLAZA AND THEATER GRADING PLAN 5 STORMWATER MANAGEMENT POND 6 STORMWATER MANAGEMENT POND DETAILS 7 STORM CULVERT PROFILES 8 STORM CULVERT PROFILES 9 STORM CULVERT PROFILES 9A STORM CULVERT PROFILES 9B ROOF DRAIN PROFILES 10 LANDSCAPING & LIGHTING PLAN 1OA LANDSCAPE & LIGHTING PLAN 11 MISCELLANEOUS DETAILS AND NOTES 12 MISCELLANEOUS DETAILS AND NOTES 13 MISCELLANEOUS DETAILS AND NOTES 13A UTILITY DETAILS AND NOTES 14 MISCELLANEOUS DETAILS AND NOTES 15 MISCELLANEOUS DETAILS AND NOTES Approved by Frederick County Zones Administrator f�e a Site Plan Approval Valid for 5 Years From Date Shown Hence Date Sheet Number 1 of 15 SHENANDOAH DEVELOPMENT COMMUNITY CENTER OPEQUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA PROJECT SUMMARY TAX IDENTIFICATION NUMBER PART OF 87-((A))-103 EXISTING PARCEL AREA 976.266 ACRES DEVELOPED PARCEL AREA 18.97 ACRES ZONING R5 ADDRESS BALD EAGLE DRIVE CURRENT USE VACANT PROPOSED USE COMMUNITY AND FITNESS CENTER DISTURBED AREA 18.97 ACRES SETBACKS REQUIRED PROVIDED FRONT 20' 0 CORNER SIDE SIDE 10' 696+ REAR 15' 219'+ PARKING 5' 18'+ BUILDING HEIGHT 35' (MAX.) 32'(+/-) GROUND FLOOR FITNESS CENTER 9283 SQ.FT. GROUND FLOOR COMMUNITIES CENTER 18321 SQ.FT. BASEMENT FLOOR COMMUNITY CENTER 8707 SQ.FT, TOTAL- 36311 SQ.FT. NUMBER OF STORIES FITNESS CENTER 1, COMMUNITY CENTER 2 FAR ALLOWED 1.0 FAR PROVIDED 1.0 MINIMUM LANDSCAPED AREA 4.73 AC. (25%) LANDSCAPED AREA PROVIDED 11.82 AC. (627.) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250) 17 334 HANDICAP SPACES 8 12 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 347 PARKING LANDSCAPING PAVEMENT AREA 143,503 S.F. PAVEMENT TREES REQUIRED 71.8 0 1/2000 SO. FT. PAVEMENT TREES PROVIDED 72 INTERIOR TREES REQUIRED 34.2 (01/10 SP.) INTERIOR TREES PROVIDED 35 TOTAL TREES REQUIRED 106 TOTAL TREES PROVIDED 107 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 150 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 11. BUILDING AND POOL SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND USE GROUP A (ASSEMBLY) OF THE INTERNATIONAL BUILDING CODE/ 2003. OTHER CODE THAT APPLIES IS ICC/ ANSI A 177.1-03 USABLE AND ACCESSIBLE BUILDINGS AND FACILITIES. (CAN UTILIZE THE 200 EDITION OF THE VUSBC UP TO NOV. 16, 2006 FOR PLAN DESIGN) HOTS CHAPTER 31 IBC FOR SWIMMING POOL BARRIER REQUIREMENTS. 12. STRUCTURAL SHALL COMPLY WITH CHAPTER 17 OF THE IBC COMMUNITY CENTER SITE N/F . NORMAN N. & CONSTANCE H. 93-A-77 USE: AGRICULTURAL DB 312 Pg. 208 FOR SPECIAL INSPECTION (SOILS, CONCRETE, BOLT TEST D SEALED BY A VIIRGINIAD LICENSEDMDESIGIPLICATION SHALL BETHE PLANS FOR AMENITIES AREA PROFESSIONAL. 13 TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF CONSTRUCTION. TRIP GENERATION ITE, 6TH EDITION ESTIMATES COMMUNITY AND FITNESSTHIS SITE AT FULL DEVELOPMENT CENTER WOULD GENERATE 831 T.P.D. USE CODE: 495 0 FIRE LANES REOUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. PROPOSED W.W.T.P. c c N/F NORMAN N. & CONSTANCE H. TOLKAN 93-A-77 USE: AGRICULTURAL DB 312 Pg. 208 PHASE 1 LIMITS N 02*59*34" E 159.32' I", WEEKS =11; N/F ALBERT & TERRI GRADY 94A-1-11-20 USE: VACANT N/F MARY M. GRADY 94A VACANT USE: VACANTT MARY M. GRADY 94A-1-1-12 - USE: VACANT N" Rri TO FRONT PHASE 4 N/F OAK RIDGE PROPERTIES, INC. 86-A-27 3D USE: AGRICULTURAL OB 604 Pg. 792 l 7 E Q ' E 9 2 v aS� 805 7C E E- PHASE 4 PHASE 4 LIM/TS� ROY S. & MARGARET 1. MADIGAN 86-A-223 DB 274 Pg. 52 N 58'03'25 W - 231.81' •p 5 N 55'22'55" W 219.72' .4 S 72'59'02" W 57.66' O z ' v; Cn N� N ELIZABETH CAMPBELL O ESTATE BOBBY W. & GLADYS E. GIBSON 86-A-273C DB 581 Pg. 792 n PHASE 1 I a 49 ''14• W3 9 w - 2 , N 80 24" W 57. [N/F , d J. 0�& DIRMA V. HEADLEY , 87-A-105 USE: RESIDENTIAL (A F W 11�514 : � & CA ACE L 4 'BOYD D• 07_-,- 12 W 4 $7-A- TIAL 1 0' USE: RESID m 76'37 4� pg 645 Pg• 55 98.14• N N 34'41'19" E K,yr COU Z 350.00' N/F PARCEL FOUR AVID A. HEAD Y 00 to 14.025 AC. 87-A-103A N ! Z 34'46'16" W S 3446'16" W 480.78' JEFFREY E. VAWAMS 134.92' - S 34461 DB 56$ Pg, 105 so � U.S. .^e ROUTE OUTE 5 2 2 504.33' . (1 /340 R/"") I I A K i SCALE: 1 " = 500' L LA 27-A- C.__-- SE: VAi n MARY E. DB 162 Pg. z 196.00 w 1 S�27 07' Z "SN i 1 27ro9'16" W 388.10' N/F CLEVELAND VALSON & GLORIA J. SETTI_ 27-A-15 DB 139 Pg. 423 (C) v E 83' t0 '4 a v N/F JOHN M. & LILLIAN G. LEIGHT 86-A-218 DB 426 Pg. 121 wl N/F MILTON K. & BEATRICE I. APPERSON 87-A-15 OB 263 Pg. 183 N 34'57�24" E 137.284 AC. rJ N SANDY'S MOBIL HOME COURT, INC. 87-A-95 USE: RESIDENTIAL ` OB 837 Pg. 1554 I �W 0 O N/F ROSALIE B. CHAMBLIN 27-A-12 DB 65 Pg. 39 (C) 1 O • x n t J -». t e2Y A. BOLYARD ° 87-A-101 920 Pg. 1000 ROGER G. CLARK 87-A-100 DB 930 Pg. 1325 OYD L & SHIRLEY J. LEE 87-A-98 o o �• DB 929 Pg. 1718 N/F + BERNICE A. RAPCZYK, TRUSTEE 87-A-97 & 97A INST. #030004781 N/F RALPH L & STELLA M. CATETT 87-A-96A DB 627 Pg. 389 WAIVER OF CURB AND GUTTER REQUIREMENT FREDERICK COUNTY GRANTS A WAIVER OF THE CURB AND GUTTER REQUIREMENT AT THE INTERIOR ISLANDS AT THE SHENANDOAH COMMUNITY CENTER PARKING LOT STRICTLY FOR THIS SITE PLAN ONLY AND BASED ON THE NEED FOR WATER QUALITY TREATMENT OF THE PAVEMENT RUNOFF TO PROTECT THE SURROUNDING NATURAL WATER FEATURES. THIS WAIVER REQUIRES THE INSTALLATION OF PLANTINGS WITHIN THE ISLANDS AS SPECIFIED BY DETAILS PROVIDED ON THE PLANS. 4 1. ' o '- 24'31'14" W N/F JOHN F. JR. & UWAN M. DAVIS APPROVED WAIVERS: 27-A-14 USE: RESIDENTIAL ON NOVEMBER 8, 2000, THE FREDERICK COUNTY BOARD OF SUPERVISORS, FOLLOWING OB 160 Pg. 354 (C) THE RECOMMENDATION OF THE PLANNING COMMISSION, GRANTED THE APPLICANT OF THE SHENANDOAH MASTER DEVELOPMENT PLAN THE FOLLOWING: 1 ° C] 1. ENVIRONMENTAL PROTECTION - AS PERMITTED BY 165-77.R, A WAIVER OF THE REQUIRED PROHIBITION OF WETLANDS DISTURBANCE. �tstf T- 2. ENVIRONMENTAL PROTECTION - AS PERMITTED BY 165-77.R, A VARIATION FOR $'48- W WOODLANDS DISTURBANCE, ENABLING DISTURBANCE OF UP TO 60 PERCENT 323.1614/F OF THE PROPERTY S WOODLANDS. %M L & JO ANN FRANCIS 3. BUFFERS AND SCREENING - AS PERMITTED BY 165-77.H, A WAIVER OF THE 27-A-13 DB 168 Pg. 22 (C) INTERIOR RESIDENTIAL SCREENING AND ROAD EFFICIENCY BUFFER REQUIREMENTS IN AGE RESTRICTED COMMUNITIES. GRAPHIC SCALE: 1 " = 500' 500 0 500 1000 d 0 a.: vi vi o o 0 \ o o 4 0 N I� o 0 to W V) I- U C.O.) U zo z O z O z O 1r V) U U U W 0 w w w O_ CL o_ r7 N z rr • f w u i C� • � i •t r � r'r��t:Ae.•11��'r o W U CV .i. � Q t: C7 O N N N N N ra Q (n i) cM T7 cU '- t- '- NC) � V L• _ J a u�Ui (0 (0 N W �_ u�i � s✓ I- a F- LL ri �> + O �. .0C:tI aW z w li Z (J� � w Q C)n z � 0 LLJ W r n Ir OZW r_ zw 0 cn z W U 0 I- - U v 0 0 00 Q� WLjLj �o F- w0 Lu =U o 0-1 CL w w WO p O rn Q U� co Q W M J_ (/) 0 Cn LL z Q 7- Q W Y� 0Q W � W O (n LU 0 ~ _� U N STM STIR 30, DRAIN BASIN, 1 5-0,H=,3.40' STM STIR 29, DI-3B L=12',H=3.92 STA = 12+28.15 STM STIR 35, DRAIN BASIN, 1 5'0,H=2.62' STM STIR 28, DI-1,H=3.26' STA = 10+50/11+41.05 RIM = 669.00 FRIM = 672.00 STA = 11+64.45 STA = 10+50/10+ 88.11 INV IN = 665.80 C31-30 INV OUT = 668.08 C29-28 RIM = 671.00 IM = 68.20 INV IN = 665.80 C32-30 INV IN 668.58 C36-35 • INV IN = 665.45 C29-28 INV OUT 665.60 C30-28 STM STIR 32, DRAIN BASIN,15-0, 11,11#11`11�141K 668.38 C35-34 -2. IN 1 = 665.15 C30-28• 664.95 C28-1038A --Iii- 1 +01.71 ­STA -_I EXFp RIM m 669.00 tv o�! C33-32 INV IN I= 666.78 STIR 31.INLINE Df;wN;1-5 0jHi4;4?- MAN ...... Nil I V OUT 666.58 N C32-30,/` S�TA 12+21.39 RIM 671.00 401V 0< STM STIR 1038A, DI-3C L= 2 STA = 10+50 _7 Q _Cl .4!0�1_ F., W OUT a-666.58, C31-30 "kil rA A l`3' RIM = 669.50 ................ STM STA-- 11+81.14 INV IN = 663.70 C25-EX 1038A "V INV IN = 663.70 C28-EX 1038A RIM - 671.00 , "7 � �: : INV OUT - 668.58 C33-32 INV OUT 663.50 C103BA-1036 A N 15 0. -2 STM STIR 25, DRAIN BASIN, 1 5"0,H=-2.62' STA - 1 + 3.6 STA = 11+02.36 RIM - 673.00 RIM = 667.00 R7 INV OUT = 670.58 1 C37-36 INV IN = 664.58 C26-25 INV OUT = 664.38 C25-1038A STM STIR 26, DI-1,H=3.30' 22' STA = 12+06.44 RIM = 669.60 -30 11A, .1 1 INV IN = 666.50 C27-26 UA, 1R 0 22 INV OUT = 666.30 C26-25 11 h EX STM STIR 1037B, DI-3B L=20 18 STA = '10+00/10+50 MOU1 RIM - 662.95 INV IN = 659.23 C23-EX 1037E L4 INSI EX. INV OUT= 659.03 C1037B-1037A r-WRGINIA S1 18 C33-3 31 STM STIR 1037D, DI-1.H=6.62' RIM = 663.00 INV IN = 656.60 C47-1037D INV OUT = 65638 STM STIR 23, DI-3B L=20,H=3.92 )r STA - 11 +52.70 RIM - 666.40 \gyp SST INV IN = 662.68 C24-23 RI INV OUT = 662.48 C23-EX 1037E 1&3 30 EX FH C27-26 STM STIR 24, DI-3B L=12',H=3.92' -A 8" 8" TEE EX STM STIR 20, DI-3C STA = 12+37.59 r 8" GV L=10',H-4.50 RIM = 669.19 PLUG STA = 13+78.18 INV OUT = 665.27 C24-23 M = 671.00 V IN - 666.70 C21-20 NV OUT 666.50 C20-19 kp 0 'z Nlk 4 40, Ud STM STIR 47,DRAIN BASIN, 03 STA = 11+45.36 PIC MC RIM = 663.00 WATER INV IN = 660.17 C48-47 INV IN = 660.17 R21-47 AREA y INV OUT a 659.97 C47-1037 TM STIR 44 DRAIN WIN, H=13j3101..68 STA + 6000 SO FT - RIM 672. INV IN = 669. C44A-44 INV IN = 669.0 13-C S'6%90 3A tK STIR 48,INLINE DRAIN, 1 5-0,H=2.42 INV OUT STA = 12+58.28 RIM = *663.17 INV OUT`*'- 660.75 C48-47 STM STIR 46, NE DRAIN, 1 2"0,H=2.20' STA = 12+68.0 RIM = 672.10 INV OUT = 669. -45-­ STM c-ro q. r%omm mg m 4,)",* u ) rms STA = 12+20.19 RIM 6fi.75,__ RIM - 672.10 STM STIR 44A, MH-1,H=3.05' INV IN - 668.30 L; INV IN = 669.65 C46-45 01 SiQ = 11+75.47 INV OUT 668.20 21 INV OUT 669.55 C45-44A RIIQr*- = 672.25 'IN INV IN = 669.30 C45-44A STM SiR--12,-INUNE"b'�A",." INV IN �669,30 POOL-44A SAN MH 1 15-0,H=10.00' RIM= 671 INV 0 - 69.20 C44A-44 INV. IN= 7. 0 STA = 12+89.63 INV. OUT= 65 .0 RIM._Jw_e59q""1"� INV OUT = 649.40 C7 15 71,DRAIN BASIN, 1 5"0,H= 10.00% 2+89.63 1 RIM = 651 80 1 STM STIR 62,DRAJN BASIN, 1 5"0,H=3.58' INV IN = 6X80 C72-71 STA = 12+89.63 .7 STM STIR INV OUT = 6,fl.80 C71-62 RIM = 641.00 .1,00 STA = 1 STM STIR 39, 61 ES INV OUT = 637.42 C62- r INV OUT STA = 10+16.34 RIM = 631.50 MANHOI E RIM TO 659 74 STM STIR 61,DRAIN BASIN,15.0,H= STA = 11+93-03 RIM = 637.00 INV IN = 632.84 C62-61 INV OUT = 632.64 C61-60 STM STIR 60,DRAIN BASIN, 1 5"0,H=7.39' STA = 11+38,25 RIM = 636.25 INV IN = 629.06 C61-60 INV OUT = 628.86 C60-59 STM STIR 59,DRAIN BASIN, 1 5"0,H=4.38' STA = 10+89.50 RIM = 626.00 INV IN = 621.82 C60-59 INV OUT = 621.62 C59-58 STM STIR 64,DRAIN BASIN,15"O,H STA = 10+00/10+72.27 RIM = 621.62 INV IN = 618.98 C65-64 INV IN = 618.98 C40-64 INV OUT = 618.78 C64-58A STM STIR 58,DRAIN BASIN,24*0,H=2.42' STA = 10+00/10+33.22 RIM = 616.25 INV IN = 614.03 C58A-58 INV IN = 614.03 C59-58 INV OUT = 613.83 C58-LAKE ES ­` STA = 10+24.17 INV OUT = 613.50 C58-LAKE Fj TYP STIR 21; DI-36 L-10' 'I[I=3.92' = 13+16.13 =1 672.28 :& 9 668.36 C27-2k EX STM STR STA = 1O+O0pi4D+N1C RIM = 671.8 INV IN = 667.70 C43-2 INV OUT = 667.50 C21 - 1 +18.70 16 50, OUT 37.00 67 ES �3 0 C7C TYP N-STM STIR TA w I RIM - 6 4Y INV INS INV OUT DI- =12',H=6.40 2.9 .Qu REVISE EXISTING OUTLET PROTECTION Culvert Summary Oxbridge Comnunity Center TO ACCOMMODATE POND OUTFALL Sir CuNed lay. In Inv. Out qM D(m) S(%) Type WIDTH-16' 1 1-4 667.18 664.84 88 15 266 CPP LENGTH-14' 2 2-1 668.58 667.38 66 15 1.82 CPP DEPTHI- 1.7' 1 3 3-1 668.98 66738 35 15 4.57 CPP RIPRAP CLASS 11 4 4-50 664,64 663.50 52 18 2.19 CPP 38, DI-1,H-2.50' STM STA STIR 0+43 = 1.17. . 50 R0, W 5 54 666.00 664.84 69 15 1.68 CPP RIM = 671.50 6 6-5 667. W 666.20 76 15 1.05 OPP INV OUT 669.00 C38- 7 7-6 669.30 667.20 100 15 2.10 CPP 8 8-7 670.00 0.50 27 15 1.85 CPP 9 9-8 671.00 670.20 58 15 1.38 CPP ...... 10 10-4 665.20 664.84 33 15 1.09 CPP EX RACHEL CARSON DRIVE ip 11 11.10 666.10 665.40 65 5 1.08 CPP ;x4r 12 12-11 13682 6662 A 15 270 CPP 13 13-12 669,00 668.50 84 15 0,60 CPP i 14 1413 670.00 669,20 27 15 296 CPP 15 15-14 671.00 670.20 50 15 IM CPP E$ 16 16-11 666,60 66630 58 15 0.52 CPP ,.,-OUTLET PROTECTION 17 17-16 667.30 666.80 87 15 0.57 OPP INV OUT 662-00 WIDTH-4' J_ 18 1840 664.70 663.50 189 24 0.63 CPP NGTH-6' DE 2.2' -- ----- --- 18A I8X18 667.38 66545 65 15 2.97 CPP RIPRAP S 1 18B 1BB-18 668.58 6M,45 57 is 5.49 CPP 19 19-18 665.60 665.20 64 18 0.62 CPP STORMWATER Z "x 20 20-19 666.50 %5.80 125 18 0.56 CPP 21 21-20 667.50 666.70 38 15 2.11 CPP MANAGEMENT POND i 22 22-DITCH 664.09 66200 30 15 6.97 CPP 23 23-10378 662.48 659,23 103 15 3,16 CPP JT11ET PROTECTI 24 24-23 665.27 66268 85 15 3.05 CPP STM STIR 34, DI-1 -8.60' 25 25.1038A 664.38 663,70 52 15 1.31 CPP STA - 10+00/1 01.20 26 26-26 666.30 664,58 104 15 1.65 CPP TH-10' RIM = 671.6 27 27-26 0,36 W60 110 15 1.69 CPP INV IN .00 C35-34 28 28-1038A 664.95 SM.70 38 15 3,28 CPP IP CLASS 1 IW-M----- 668.50 C38-34 II i 29 29-26 668.08 685,45 140 15 1,88 CPP OUT - 663.00 C34-POND 30 30-28 665.60 665,15 91 15 0.50 CPP ES STA = 10+00 1 31 31.30 666.58 685.80 80 15 0,98 CPP Cn INV OUT = 661.00 C50-POND 32 32-30 666.58 665,80 9 is 1.50 CPP 33 3M2 668,68 0.78 79 15 2.28 CPP LU tAIN BASIN, 1 5"0,H=3.30' D 34 WOND 663.00 662.00 51 15 1.96 CPP STR 50, MH-1,H=8.20' 35 35-U 668.38 668.00 63 15 0.60 CPP STA 1 0+00/11+59.59 M.70 0,58 76 15 1.47 CPP T C37-36 36 36-35 F-ITIVi - 671.50 37 37-36 670.58 669.90 113 is 0,60 CPP 70 C36-35 IN IN = 663.50 C63-50 W -YM t INV IN - 664.50 C4-50 38 38-34 669.00 668.50 43 15 1.16 CPP INV IN = 663.50 C18-50 39 3966 631.50 629.28 16 15 13.88 CPP INV 1 66 C2 -19 STM STIR 18B, INLINE DRAIN, 43 43-21 668.20 667.70 51 12 0.98 CPP IN- 5.6 C19-18 15"0,H-2.42 44 4443 668.90 0.30 108 12 0.58 CPP STA = 11 +06.76 RIM = 671.00 i 1 44A 44A-44 669.20 66900 34 12 0.59 CPP INV OUT= 668.58 C188-18 STM STIR 4,01-1,H=4.96' 45 4644A 669.55 669,30 45 12 0,66 CPP J. 7­ so, STA - 10+00/12+11.29 46 46-45 669.90 669.65 48 12 0.52 CPP STM STIR 18 DI-1,H=6.90' STA - 10+60/11+89.09 RIM - 669.60 STM STIR 63, DI-3CC 47 47-1037D 0.97 656.60 193 15 1.75 CPP INV IN = 664.84 CIO-4 RIM - 671.60 L-6.00',H=9.06' 48 48-47 660.75 660.17 95 15 0.61 CPP INV IN - 664.84 C1 -4 V INV IN - 665.45 C18A-18 INV IN - 664.84 C5-4 STA - 12+61 60 50 POND 663.30 661.00 160 24 1.44 CPP p I INV IN - 665.45 C18B-18 RIM - 678.38 INV OUT - 664.64 C4­50 613.83 613.50 35 15 0,94 CPP INV IN - 665.20 C19-18 58 58-LAKE INV OUT = 664.70 C18-50 INV OUT 669-32 C63-50""\ V 511A 68A-68 617,08 614.03 61 15 5.98 CPP 588 68BseA 617,48 61T 28 25 15 081 CPP 19-18 R10! 0 59 59-58 621.62 614.03 60 15 12,65 CPP ris-50 60 W59 628.86 621.82 49 15 14.37 CPP t TM STIR 10. 1-1.H=4.40' 41 -STM STR 1, DI-I.H-2.42' STA = 10+35.05 1 STA - 10+50/10+88.34 61 61-60 632,64 629.06 55 15 6.51 CPP RIM = 669.60 8 RIM = 669.60 62 62-61 637.42 632.84 97 16 4,72 CPP INV IN - 665.40 C11-10 INV IN - 667.38 C3-1 % M �3C 663.50 260 15 2.24 CPP rNp U. W OUT = 665.20 CIO- INV IN - 667.38 C2-1 63 63-50 0.32 IV tru 9 OUT m 667.18 CI -4 64 64-58A 618.78 617.28 21 15 7.14 CPP STA - 11 1 IM - ('1 1.3 CIU--r 65 65-64 623.00 618.98 35 15 11.49 CPP OUT 67 C18A-1 66 68-65 629,08 623.20 53 15 11.09 CPP STM STIR 16 D IN BASIN-," 5"0,H=4.40 §7A = 11 +08.1 IM = 671.00 N = 666.E 17-16 IN OUT = 666.60 16-11 0 PARKING S ALLED -f CODE,. PER VIRGINIA 5LUVIUN 36- C,,.KLWUIKLD, TYP. 0 0 01 � n k�x 0 o0 0 0, .0 STM STR 7, DI-3C L- asp r. STA = 11+95.16 RIM = 671.30 E ARCH 4 FIRE INVPTOUT - 667.30 C17-1 N DE. 4 1 __ CONNECTION--i Gy.- - 11-4v j D `_ PROTE =2.42' C39-6 WIDTH-1 0 STM STIR 66.DRAIN BASIN,24'0,H=2.42 = 10+00/11+59.50 NGTH-5' NE TO PTH-17 # X W RI - 631.50 E WATER RI P CLA' INV IN - 629.28 C67 'N PROVIDE S*X6* INV IN 'N-.,629.28 C68 STM 68,INUNE WATER REDUCER L INV IN = 629.28 C39 15 0, Do METER �1' INV OUT - 689.08 C66 STA = 61.90 "STv. +00 EX STM STIR 14 DI-3B STM STIR 40, ES - STA = 10+16.34 RIM = 621.50 INV OUT = 621.50 NOTE: 1 FOR ROOF DRAIN PLACEMENT AND INFORMATION REFER TO SHEET 3A. 9. LENGTH OF FLOATING ACCESS PIER AND ALUMINUM GANGWAY ARE SHOWN FOR ILLUSTRATIVE PURPOSES ONLY. DESIGN -BUILD FIRM TO DETERMINE THE APPROPRIATE COMBINATION (INCLUDING HEADWALL/LAND EXTENSION/RIP RAP) TO PROVIDE THE SPECIFIED ACCESS LENGTH TO THE FISHING PIER OUTLET PROTECTION—' WIDTH-10' LENGTH-8' DEPTH-1.7' RIPRAP CLASS 1A '9 .1 1 RIM 6 WIDE STEPS 00 INV OUT 652.50 p I L-8',H=4.20 INV 0 37.50 C68 070-DITCH STA = 12+85.30 STR D STM STR DRAIN IN, RIM = 674.20 15"0,H-5.00' 15 no, H-4. INV IN = 670.20 C15 -14 INV OUT - 670.00 C14-13 C40-6 'STA - 11+06.78 STA - 10+29. RIM - 649.20 PROPOSED DUMPSTER PAD RIM - 628.00 INVJN = 623.20 C66-65 INV IN - 644.53 -6 WITH 6' SCREENING AND OPA.�SUE INV OUT - 623.00 C65-6 INV OUT - 644.33 WALL 9ATE 'C69-DITCH STM STIR 22, DI-1,H= .51 STA = 10+79.43 64-58A ES OUTLET PROTECTION RIM = 667.60 STA = 10+00 WIDTH 10 INV IN - 664.29 R8-C22 RIM = 642.00 LENGTH-8 ' INV OUT - 664.09 C22-DITCH INV IN = 642.00 DEPTH� 1.7' ES C69-DITCH RIPRAP CLASS 1A STA = 10+50 '50,,,, INV OUT - 662.00 C22-DITCH STM STIR 589JINLINE DRAIN, 15"0,H=2.42 ',, I -OUTLET PRO4 EX STM STIR 15, DI-3B STA - 10+24.3'9 L=8%H=4.67' WIDTH-10' STA = 13+35.45 RIM =619.90 LENIGTH-8' RIM = 675.67 INV OUT = 617.48.C58B-58A DEPTH-1.7' `.INV OUT = 671.00 C15-1 RIPRAP CLASS 1A STM STIR 58A, DRAIN BASIN W/ ill 711___"� j " ".1I ___ i SOLID TOP,24"0,H=2.74' STA 4,t- r4J,�, 0. 8,15 STA = 10+50.81 RIM - 619.82 fvl/ ilki ,Si /A! 65,_;" 9Y' 6,'55, 4/ 4f NV IN = 617.28 C64-58A JNV cl: 6`5, NV IN = 617.26 C64-58A SHORTEN EXInNG 5' WIDE ALUMINUM V OUT 617.68 C58A-58 MANHOLE RIM TO GANGWAY 659.71 A 8' WIDE FLOATING ACCESS PIER x 10' x 72' FLOATING FISHING PEIR W/ 24' COVERED CENTER SITE PLAN SCALE: 1 " = 50" SYMBOL LEGEN DESCRIPTION EX. SAN. SEWER MANHOLE EX. 8* SAN. SEWER MAIN EX. WATER MAIN EX, CONCRETE ROLL-TOP CURB EX. GATE VALVE EX. FIRE HYDRANT ASSEMBLY EX. STREET SIGN EX. STOP SIGN CO-1 SANITARY SEWER CLEANOUT 1 CO-2 SANITARY SEWER CLEANOUT 2 Y FIRE DEPARTMENT CONNECTION WHEEL STOP, TYP. 67 67-68 637.00 629.28 60 15 1287 CPP 7f 68 68-66 637.50 629,28 62 15 13.26 CPP 69 613-DITCH 644,33 642.00 38 is 6.13 CPP M STIR 3, DI-1,H=2.42, 70 70­DrrCH 653.50 65250 15 15 6.67 CPP STA - 10+85.01 h71 71.62 641.80 637.62 32 15 13.06 CPP RIM - 671.40 72 72.71 649,40 645,80 31 15 11.61 CPP 668,98 C3­1 1037E 10376.1037A 6%.03 652-35 113 15 5.91 RCP STIR 2, INLINE DRAIN, 15"0.4-2.42.' 104370 1037D-1037C 65&38 653-03 141 15 2.38 CPP = 11+54.46 1 1038A 103&&,l 036 663.50 651.20 106 16 111,71 RCP - 671.00 jil, OUT - 668.58 C2�11 Storm svucwm Summay 2ew 2=ky enter 7#• STIR 5, DRAIN BASIN,15"0,H=5.00' H STA - 12+80.17 St. Ir"I SYR bp /RIM - 671.00 Size or locUm INV IN = 666.20 C6-5 Sr, No. Inv. In Inv. Out Inv. in. Inv. In, Inv. In. Top EN. Type (in) HwId INV (k) H(m� I 657,38 687,18 66718 669,60 01.1 2.42 2.42 INV OUT = 666.00 C5-4 STIR 11 DRAIN BASIN, 1 5"O.H-490"' 0,2 - 58 - 671.40 ILD 15 - 2.482 2.42 . 3 M98 671,40 DI -I - 2,2 2.42 STA - 10+60/11 +00.05 RIM = 671.00 4 664.64 664.64 W64 664.64 - 6%.60 01-1 - - 4.96 2.67 15 R5' V IN 666.30 C16-11 5 6*20 6%.0D - 671,00 DO 15 - &00 2.42 INV IN = 666.30 C12-11 6 667.20 667,00 - 871.00 08 16 - 4:00 2.42 INV OUT = 666.10 C11-10 7 689.50 0.30 - 676.00 01.36 - 12 6.70 192 8 670.20 670,00 - 676.00 01.39 12 6,00 3,92 cz 10, STA 13+STR 6,56.64 DRAIN BASIN, 1 5"0,H-4.00' 9 - 671.00 - - 678M DI-3c - 8 600 3.92 10 W.40 865,20 - 669,60 DIA - - 4.40 2,42 30 RIM - 671.00 11 08.30 0.10 00,30 - - 671,00 08 15 - 4.90 2.42 INV IN - 667.20 C7-6 INV OUT = 667.00 C6-5 12 688.60 %830 - - - - 671,00 DO is 2,70 2,42 STM STIR 12 DRAIN BASIN, 1 5"0,H-2.70' 13 60.20 669.00 - - - 673.90 DI-38 - a 4,80 3.92 1+14.43 14 670.20 670.00 - - - 674.20 D1-38 - 8 4.20 3,92 RIM - 671.00 671.00 - - - 675.67 DI-38' 6 4,bV 3.92INV IN = 668.50 C13-12 16 N6.80 0,60 - - - 671.M I DO 15 - 4,40 2,42 INV OUT = 668.30 C12-11 17 - W.30 - - - 671.30 DIM 12 4.00 3.92 EX STM STIR 7. DI-313 L-12',H=6.70' 19 60.45 664.70 0.45 6%.20 671.60 DI-1 6.90 317 FH 77 STA - 14+56.64 IBA - 07,38 6700 DWC - 10 3.92 3,02 Ok V RIM = 676.00 INV IN = 669.50 C8-7 186 - 671.00 ILD 15 - 2A2 2,42 -3C - 12 &40 07 19 WOO W.60 072,00 DI INV OUT 669.30 C7-6 20 668.70 666-50 671.00DI-3C - 10 4.50 4.17 EX STM STR 8, DI-3B L-12',H=6.00'21 W7.70 667-50 671,80 D1-3C - 10 4.30 3,92 STA - 14+83.31 2,2 W.29 94.09 W.60 DI-1 - - 3.61 2.42 RIM - 676.00 INV IN = 67020 C9-8 23 662,68 662.48 OWAO 01.36 - 20 3.92 3,02 0,19 DI-38 - 12 3.92 3,92 S .M5.27 INV OUT - 670.00 C8-7 24 25 664.58 W-38 667.00 DO 15 2,62 Z42 26 686.50 666.30 S9.60 DI -I - EX STM STIR 9, DI-3C L-8',H-5.00' 3,30 2.42 - 0.36 672.28 01-38 - 10 3,92 3,92 STA - 15+41.62 27 2.42 RIM - 676.00 28 W,46 664,95 M5.15 60.20 014 3,26 EX STM STIR 13, 01-313 L-8',H-4.80 INV OUT_ - - 67 1.00 6%08 672.00 008 - 12 3.92 M � r -, 29 STA - 12+58.63 1 1­ 30 0M 10,60 MAO 0.00 DO 15 3.40 2.42 ,-­ �-7:7 RIM - 673.80 r 6%.58 871,00 ILD 15 4,42 2,42 INV IN = 669.20 614-13 31 INV OUT ­669.00 C13_,1�2,,�--` 32 666.78 688.68 669.00 DO is 2,42 2.42 - �V 33 60.58 671.00 ILD Is 2,42 2.42 34 668.00 663.00 668,50 671,60 DI-1 - 6,60 2,42 - 671.00 15 2.62 2.42 (31<1 35 W.58 038 Do 36 669.90 689.70 - 673.00 08 15 3,30 2,42 37 - 670-4 - 673,00 ILD is - 2.42 2.42 V 38 - 0.00 - 671.60 DI.1 - 2.50 Z42 631.50 0,50 ES < 0.6 0.00 0.00 6% 39 40 62t50 621,50 Ea < U 0.00 0,00 43 6N,20 67115 DI-1 - 3.56 2.17 688.30 669.00 868.90 W-00 - - 672,20 DO 12 - 3.30 2,17 44 wc1V% 44A 669-30 W9,20 869.30 - - 672,26 M H 305 217 2.17 131 45 0.65 6%.55 672,10 DO 12 2155 f 672,10 ILD 12 Z20 2.17 46 11�'R 60.90 660,17 659,97 660A7 663.00 DO 24 47 3.03 2.42 6M.75 663.17 ILD 16 242 2.42 48 So 663,50 663-30 663-50 663-50 6711ki MH-1 8.20 3.17 616,25 08 24 2,42 2,42 so41 614.03 613.83 614.03 50A 617.28 617.08 SIT28 619.82 DO 24 2.74 2.42 B 61782.4 ID is 2 242 c ------1 59 621.82 621.62 626,00 DO 15 4.38 2,42 p Moe 628.86 0,25 08 15 TA 2.42 - 00 61 632,84 02,64 637.0D DO 15 - 4.38 2,42 SYMBOL C14 DESCRIPTION STORM CULVERT PIPE CQ ES PAVEMENT WHEEL STOP PARKING LOT LIGHTS PROPERTY LINE FIRE LANE CG-12 FH NEW FIRE HYDRANT ASSEMBLY 62 837.62 637A2 - 841.00 08 16 - 318 2A2 63 - 669.32 - - - 678.38 01.3CC - 0.06 3.92 84 618.96 618.78 618,98 - - 621.62 DO 15 - 2.64 2.42 65 623.20 623.00 - - - MOO DO 15 - 5.00 2.42 00 629.28 MOO 0,28 629.28 - 631,50 DO 24 - 242 2.42 67 - 637.00 - - - 642.50 ILD 15 - 6,50 2.42 18 - 637.50 - - - 646.00 ILD is - 830 2,42 10 644,63 1144.33 - - - 649.20 DO 15 - 4.87 2.42 70 - 65150 - - - 653.50 ES - < 0.5 0.00 000 71 645.53 641.00 - - - 651,80 DO 15 - 10.00 2.42 72 - 649.40 - - MAO ILD 15 - 10,00 2.42 lows 69-23 859.03 - - - 662.05 Dia - 20 192 3.92 1037D 856-60 6938 - - - 663,00 DI.1 - - 6.62 2.42 iom 663-70 663-60 663-70 - - 669.50 013C - 20 6.00 3.92 GRAPHIC SCALE: 7 = 50' 50 M 0 m m 50 I 100 cl: >: a: >: ci cri j vi j w cS ci Its cq co 0 (0 0 0 co 0 to 0 U) cq 0 0 E>j cn cr_ w rE IS t5 w 0 0 w 0 0 0 a. 0 CL D 0 D 0 0. a. 0 In cwL aw � j �jl ilul ?U1 21 2u, 1 0:1 Cc I w I Ix cr 101 I I 1 C-4 U) it n m z to LLJ V) M Ld C. Z z oL1_ 0 V) cr_ 0 > Lli w ry 0 Z LLJ Z LLJ :D �- 0 V) � 7_ LJLJ (50 0- Z ry,-- z LJJ 0 0 :D < LIJ a Z O� LJ Lj_ 0- LLJ 0 0 Ld :1 a: 0 0 w m 0 z > Uj _j :D LIJ V) V6!�2 Z:2 z LLJ :2 0 ul'j- .,� 0 LLJ Cr . rr) a a a a co w 0 o O OD Lo cr- c.i � z V w V W N +� dz z LIVO W w O 0- N cs m N vQ m o O O N N a- CA N vto Q -CO a LM M c ry o a N (D Zo w� len ��� U. IL ... CO L L- O � lA Q) U 0. W F —A A L.j 0 Q Z Id L- a 0 w w� F- �w QC) CL Z of w > -j ry �Z�CW zw N Z)� W o oQ 0 -- U � zD wo Q� oOr W��., � CL LJ z V 0 `^ x V! ICL- �. U'). o WO 0 Z D W j Q p -j Z U Cn Q = M r V) .- to t% Q 19:w Lij tV+ l Q LO Li T 0 (n W h _ Q� (n < J STM STR 25,DRAIN BASIN,15 A RIM = 667.00 STM STIR 26 DI-1,H-3.30' r RIM = 669.6o EX STM STIR 1037B. DI-3B L=20,H= .92' RIM = 662.95 STM STR 1037D. 0I-1,H=6.62' RIM = 663.00 STM STIR 23, DI-3B L=20,H=3.92' RIM =: 666.40-- kR 1k ro'�`� + /n �• z• � STIR 47 DRAIN BASIN 024" H=+3 03' IAA = 663.00 " STM�`S�TR 48 INLINE DRAIN,015',H= 42' RIM = 19 -3B L=12',H=3.92' RIM s 663.i7 m• STA = 7+73. . + INV = 657. STM STR 46,1 INE D IN,O 2",H=2.20' a. RIM - 672.10 SF STM STR 45,DRAIN BASIN,01 a H-2.55' 6, RIM = 672.10 666' STM STR 44A,DRAIN BASIN, 12 `H=3.05' SAN MH 1 RIM = 672.25 RIM= 671, . IN-t I OUT= STM STIR 61,DRAIN BASIN, 15"0,H=4.36 RIM = 637.00 SAN MN 15. STA = ��-0.�3 v, RIM, = 673.00 INV IN = 65735 INV OUT = 657.15 STM STR 66,DRAIN BASIN,24"0,H=2.42 RIM = 631.50 STM STR 60,DRAIN BASIN, 15"0,H-7.39' RIM - 636.25 Pro 2i } _ RIP RAP ;IN�_ -iN,-15"0,H=3.40_r. STM STR 2-9- -�DI-3B L=12',H-3.92' RIM 672.60 __ STM =STR 3500DRAIN BASIN,,H-2.62 671 RFCD " _ „_-,� 5-N.:�k 38-w TIC_-1,H- .50' STR 32; DRAIN BASt -_... 669.00 \\___...._ Drainage OxNi* Canm�dlyCar DAA CCA T(c)min �4.._...� I(14" Q(2)cfs Q(10)cb 0(4'm4 ; I(100)hlM Q(1000 STM STIR 31 INUN DRAIN,015 ,H=4.42 " �- _ -- - A 0.10 0,90 0.09 i 5.00 4.69 6.42 0.42 0.58 0.36 9.40 0.85 '� - "� 8 0.27 0.90 D24 5.00 4,69 6,42 1.14 1.66 0.97 9.40 228 RI C 0.22 0.90 0.20 5.00 4.69 6.42 0.93 1.27 0.79 9.40 1.87 D 0.10 0.90 0,08 _...,. - 5.00 4.89 8.42 0.42 0.58 0.36 9.40 0.85 EX RACHEL CA SON DRIVE STM STR 331NUNE D , 2' - E 0.13 0.90 0.12 I 5.00 4.89 6,42 0.65 0.75 0.47 9.40 1.10 f F 0.30 0.75 0.23 ' 5.D0 4.69 6,42 1,06 1.44 0.90 9.40 2.12 G 0,07 0.90 0.06 5,00 4.69 6,42 0,30 0.40 0.25 9.40 0,59 :.< H 0.10 0.60 0.06 5.00 4.69 6.42 : 0.28 0,39 0.24 9.40 0.56 - ' ,Q "`..•,• . „ „Y .>. ` ko 1 0.13 0.60 0.08 5.00 4.6 8.42 0,37 0.50 0.31 9.40 0.73 UT a 682,.00 C34-PONp J 0.33 0.90 0.30 5.00 4.69 6.42 1.39 1.91 1.19 9,40 279 ° K 0.09 0.90 0.08 5.00 4.69 6.42 0.38 0,52 0.32 9.40 0.76 Tki R 7 IN wil D L 0.07 OR 0,04 5.00 4,69 6.42 0.20 0.21 0.17 9.a0 0.39 RIM 6 M 0,10 0,90 0,08 5.00 4.89 6.42 0.42 0.58 0.36 9.40 0.85 N 0.06 0.50 0.03 : 5.00 4.69 6.42 0.14 0.19 0.12 9.40 0.28 V 0 013 0150 0.01 b.00 4.69 6.42 0 30 0.42 016 9.40 0 81 C 1--'22' - t �; , P 0.18 0.9D 0,16 5.00 4.69 6,42 0,76 104 0 65 9.40 1.52 "`� 1 0 0.26 0.90 0.23 6.00 4,69 6.42 1.09 1.50 0.93 9.40 ' 219 22' I 22, C 7-36 KII STQ MWATER i 1.R 0.22 0.90 0,20 5.00 4.69 8.42 0.93 1.27 0.79 : 9.40 1.86 P MANA MENT POND 1 e - S 0.24 0,90 0.22 500 4,69 6.42 t.01 1.39 0.86 9.40 203 3 DIMENT FILTER T 0.11 0.70 0.08 6.00 4.69 6A2 0.36 0,49 0.31 9,40 0.72 �.� �% N 14'W X 301! X SD u 0.22 0.90 0.19 5.00 4.69 s.az 0.91 tea o.n 9.40 tat �CG- 18 18 - v 0.34 0.90 0.30 5.00 �4.0 6.42 1.43 tn s5 t.9.40 2.86 A W 0.19 Ho 0.10 5.00 4.69 6.42 0.45 0,61 0.38 9.40 0.89 0 MOU s X 0,42 oleo 0.26 5.00 4.69 6.42 1,18 1.62 1.01 9.40 237 PAR ` /� Y 0.20 0,60 0.12 6AD 4.69 6.42 0.66 0.77 0.48 ` 9.40 1.13 oo P 2 0.32 0.90 0.29 5.0D 4.69 6.42 1.36 1.86 1.16 9.40 2.72 " RGI CODE AA 0.17 0.90 0.15 5,00 4.69 6,42 0,71 0,98 0.61 9.40 1.43 1 C33-32 18' 2-- r-1 138 0.06 0,90 0.05 5.00 4.69 6.42 0,23 0.32 0.20 9A0 OX , � i .;`� 1 •�� ° � - CC 0,08 0.90 0.05 : 5,00 4.69 6.42 0.25 0,35 0,22 940 0.51 DO 0,17 0.70 0.12 6.00 4.69 8.42 0.56 0.76 0.48 9,40 1.12 6 -.. STM STIR 34,,-'DI-1,H- .60 fi- EE 0.14 0.70 0.10 500 44.690 0.46 0.83 0.39 9.40 D•92 FF 0.20 0.90 0.18 5.00 489 6.42 0,84 1.16 0.72 940 1.69 RIM 671 B = .60 I GG 0.18 0.90 0.14 5.00 4.89 8.42 0.68 0.92 0.68 9.40 4.35 HH 0.13 0.90 0.12 5.00 4.69 8.42 0.55 0.75 0.47 9.40 1.10 7, 01�36 L=10% -3.92' H TM 0 = it 0,09 0.90 0.08 5,00 4.69 6,42 0.38 0,60.9.40 0, 76 STM STIR 2ST D S) 15"H3 j� !� JJ 0.11 0.90 0,10 6.00 4.69 BA2 046 0,64 0.4400 9,40 0.9933 ' I RI 672.28 J RIM 67 KK 0.13 0,90 0.12 5.00 4.69 6.42 0,55 0.75 0.47 9.40 1.10 OUT 661.0 C50-POND I LL 0.24 0.90 0.22 6,00 4.69 6,42 1.01 1,39 0,86 9.40 2.03 FN S 3C ' H= } MM 0.11 : 0.90 0.15 6.00 4,69 6.42 0.72 0.98 0.61 9,40 1,44 w � � " � � ..�.,.,,...,, �,_..,e._ �_�.,,,...•...,�.,., `,, - NN 0.15 0.60 0.08 6.00 4.69 8.42 0.35 0.48 0.� 9.40 0.71 EE RI 0 _.- TM 50 - Mf#�"I;H*�8. 0 - - ,. ST 18 INU 1 15 2. 2 00 o,n 0.90 0.20 5.00 4.89 8.42 0.93 1.27 0.79 9.40 1.8e 2 Gv 671 2 C L=10„ 6 >c 58 IM 71. 0: ; IM.=:671.50 �__.: `- n s V - 1 PP 0.19 0.90 0.17 6.00 4.69 &42 0.80 1.10 0.66 9,40 1.61 aQ 0.11 0.50 0.0 5 5.00 4.69 6.42 0.25 0.34 0.21 9.40 0.60 RR 0.04 0.50 0.0 "{•.' 67 1, - 10,H= STM 18=6.75° } �� 5,00 4.69 642 6.10 0,14 0,09 9,40 0,20 iP . 1- , uu 0,18 0.90 0.18 5.00 4.69 6.42 0,75 1.03 0,64 9.40 t51 RIM = RIM 1 5 a VV 0.10 0.90 0.09 590 4.69 6.42 0.43 0.59 0.37 9.40 0.86 / VE �Q, , l� } } w J 665 5 CISA-18 _ h ww 0.06 " oso D.� S.00 489 6.4a 0.24 0.33 0.21 9.40 0.48 Xfi REDUCER ! XX O,Od M 0.03 . 5.00 4 0 ` 6,42 0.16 O.n 0.14 9.40 0.32 n NV N 6 .45 Ci86-18� Sv 'TEE ` �-�� �\� I 1 5.20 C19" I 't STM STR 63 DI 3C,H 3.92' zz 0ss 0.70 0.22 6,00 a 69 6.42 228 1.39 0.88 9.40 '' 2.03 ,. � 2Z 0.36 0.80 O.n 5.00 4.69 6,42 1.01 1.39 0.88 9.4D 2.03 RIM C63-50 a 678.38 . �: AAA 0.95 0.50 0.43 5.00 4.69 6.42 1,99 273 1.10 9.40 4,00 88B 0,11 0.50 0.08 , 5.00 4.69 6.42 0,27 0.36 0.23 9.40 0.63 , 0 rCONN� 7 " . .p. STR 4. DI-1,Ha4.�6 CCC 0.18 0.50 0.09 5.00 4.69 6.42 0.43 0.59 0.37 9.40 D.$6 .+ , 1, DI-1 =2.42' DDD 0.05 0,50 0.03 5.00 4.69 8.42 0,12 0.18 0.10 9,40 4.24 __ SItrF 0 t=1,H-4.40 1 RIM fi69.fi0 M 669.60 f � �" EEE 0.20 O.bO 0.10 A00 4.89 8.42 0.48 0.63 0.39 9.40 0.93 s69.60 4 FFF 0.30 0.50 0.15 5.00 4.69 &42 0,70 0.98 0.60 9,40 1.40 IP GGG 0.10 0.50 0.05 5.00 .69 6.42 OM 0.31 0.19 9,40 0.45 `� Qf STR 16. IN,15"S0.H-4.40' HHH 0.07 0.60 0.04 5.00 4.69 8.42 0,16 0.23 0.14 9.40 0.33 RIM 6 1.0 r' C14^ 4 - 3,. 1 111 0.04 0.50 0.02 6.00 4.69 - 6.42 0.09 0,13 0.08 0.40 0.19 JJJ 0.08 0,50 0.04 5,00 4.69 6.42 0,19 0.26 0.16 9.40 0.39 3 - KKK 0.07 0.50 0.03 5.00 4.69 6.42 0.16 0,22 0.14 9,40 0,32 6l 3• '� S STR DRAIN BASIN,12 3.5 IP �r EL STOP, � • N 3 � RI _ 7 .� � ' Lu 0.02 0.50 OM 5,00 4.69 6.42 0.05 0.07 0.04 9.40 0.10 F S OR G 1r`L,� i2$ IP 1 -+ .92 MMM 0.07 0.50 0.03 6,00 4.69 6.42 0.16 0.22 0.14 9.40 0.32 i s' \rrss NNN 0.04 0.5D 0,02 - 5.00 4,69 6.42 0.09 0.12 0.08 9,40 0118 ffi RIM 871.3d IM 6 V��-�\�� .¢, STR 18A I-3C L �3:92' iAI 3� I'" o00 0.31 0,60 OA8 s.ao 4.69 6.aa 0.87 t16 ON 9.40 1.73 0 v\� e � / PPP 0.11 0.94 0.10 ' 5•00 489 8,42 0,47 0•61 0.40 9.40 0,93 VV 0 HANDICAP J QQQ 0.19 0.90 0.17 : &00 k% 6,42 0,78 1.07 0.67 9.40 1.67 RETAINING r , ® PARKING STALLED y 2, INLINE DRAT , 5 0,H=2.42 WALL ,♦ �,, PER VIRGINIA CODE= - ?671 Q'- CAMP �. SECTION 6 `'? <\ ry 5,DRAIN BASIN,15"0,H-5.00 RIM. 671::00 �LEGENEX .Q tJj°6'O fl SYMBOL Q,SCRIPTTON EX 8" SAN. SEWER MAIN IN BAST , 4.9 --S ST�111aDORA N,15" 41 H= 0 EX SAN. SEWER MANHOLE �J 'oaf W STR 17, DI-3C L=12, 4. L ,.`EX GATE VALVE N ARCH M 671.30 ' 2.5 OUT = 667.30 C17--16 6 DRAIN BA5 ' FIRE DEPT. �C. '( r ,,' TIU R IN,15 0, 4,00 EX FIRE HYDRANT ASSEMBLY CONNECTION t;�' e Gp' U y� RI m 671.00 , STM STR 40, ES. RIM = 621.50 .. STM STR ;59,DRAIN BASIN, 15"0,H-4.38' _ f``... RIM = 626.00 w / ,`'".. STM STR 64,DRAIN BASIN, ° STM STR 58,DRAIN BASIN,24"0,H=2.42' J �r� \ t. 15"0,H=2.84' » » t �� RIM = 616.25 y RIM - 621.62 ,; f ! ,' / ee r •' '! RV !! -_-`- -`° RIM=613.50 5 wID�EII INfJM K°r i -�------- AQCESS' P " f ; %� , 1072')J� ',7 WING PEIR NOTE: -- W/ fir' COVE {;cIt 1. FOR ROOF DRAIN PLACEMENT D INFORMATION REFER TO SHEET 3A. 2. LENGTH OF FLOATING ACCESS PIER AN LUMINUM GANGWAY ARE SHOWN FOR ILLUSTRATIVE P POSES ONLY. DESIGN -BUILD FIRM TO DETERMINE THE APPR RIATE COMBINATION (INCLUDING HEADWALL/LAND EXTEN N/RIP ! RAP) TO PROVIDE THE SPECIFIED ACCESS LENGTH T THE FISHING PIER C70-pITC p 'r ?k - '� �` EX STREET SIGN -STM STR 12 DRAIN BASIN,15"0,H=2.70' , �- 6� `°"` EX STOP SIGN RIM = 871,00 -- i CNN TAR PROPERTY LINE to EW PR DE 8"X I iP 6 !yam% EX STM 7. p3B L=` 2',M=6.70' c1- STORM CULVERT PIPE �P�F WA R UCER EX FH � � :.� -•--- RIM 676 0-�- ' ae ' / r - .50 NEW WATER MAIN METER � ��;� / �♦ri 1�.®✓ / 01-0 R 14. 3B = ' �� - ---- 6A0' y DRAINAGE AREA g , 6 4.20 _ 1P C9 � :...- EX�,Si� 8,, D� , 12 , �9 WI 06w, 1013 UMITS OF DISTURBANCE ' r NW 6 REENING $ ' P DOS D DUMPSTER PAD a 646' - , SF AND OPAQUE GATEIM STM 0 9, DI C '. =5.00° V = 64 0-� sa STM STR 2, DI-1, 3 ',,,.,,..w X SF X SILT FENCE STR 65 DRAI� I CLUDE SLEEVE IN RET ' N1i STM STR 1,- D1=3B L=8'� IN,15"0,H=5.00' �� 67 CONSTRUCTION ENTRANCE E STORM D = 628.00 `�' ALL DESIGN 1'Q„ OW PASSI G STM STR 58B,INLINE DRAIN,15" 0, =2.42' S + RIM =61,9.90p ' INV OUT 662.00 22-DITCH 67Q 79t� EXISTING CONTOURS STM STR 58A, DRAIN BASIN W/ S LID TOP,H=2 RIM=619.82 v � x `` STR 15, DI- B L=8 ,H-4.67 3 ,; + .,"...450---- NEW CONTOURS 0. ROCK FILLED CHECK DAM .. SAN MIN 104005-0 SAN MH 1046 IP INLET PROTECTION STA = 4+ 10.85 RIM = 6 3.,50 RIM=71.00 1,� pp OUTLET PROTECTION INV IN = 53.9 INV IN _- 655.47 .. { INV o r = 653.79 r� 662 1 INV OUT -- 655.27 EXISTING"�-..°�-""- SHORTENRIP RAP MANHOLE RIM 0 659.71 ( 0 I CROWN VETCH PLANTING ` r • �� DITCH �� 1 �FH NEW FIRE HYDRANT ASSEMBLY !' 1 CO-1 SANITARY SEWER Cl EANOUT 1 t � e CO-2 SANITARY SEWER CLEANOUT 2 Y FIRE DEPARTMENT CONNECTION if `"_ --- GRAPHIC _SCA, E: 11'_' = 50' 50 0 50 100 `- SCALE: 1 " = 50" W 0 0 o: a: a 6 6 6 r >; r -i -> D o 0 o a 04 O to O \ O \ 0 \ O V) 04 O OD ry W W W V � U U U U U j 4. 0 :D U M U Cam) fin. a` a a a m a iull � � a w t0 rn 't I M N •- Z 14S Z Q CL V / +j 00 w w wz cl oU Z Z Z w Q 0 LiJ X U) w (/') f-- :2 w " CL Z --I w �' Q V) "Q IY f_ om Q�w r L.L.In o Z Q :2 uj C1 LJ �0 v w0 0 v) r W W O Z D M Q p 0 Q r rn a Ll. Z� Z Y� •- ,rj Lu fy V) d- STM STR 46, INLINE DRAIN, 0 12", H=2.20' RIM = 672.10 ----� i / / _ STM- STR- 45, DRAIN BASIN, 0312', H=2.55' RIM = 672.10 A E� \ STM STR , "0, H=3.05' , - / O STM STR 61, DRAIN/BASIN, \ 15" 0s, H=4.,3V / RIM = 637.00 STM STR 60, DRAIN BASIN, 15"0, H=7.39' � RIM = 636.25 ' i STM STR 59, DRAIN BASIN, 15" 0, H=4.38' J RIM = 626.00 i STM STR 40, ES, RIM = 621.50,- _ STM" STR 58, DRAIN BASIN, i 24"0, H=2.42' RIM = 616.25 ' OTE:`� N� / 1. OR ROOF DRAIN PLACEMENT AND INFORMATION REFER TO SHEET `3A.. ��►�i �..rz, :,''err..,.F, -+.�.'-_._. -�. MISSION p!}}•}rid �► �--� ► ,,,;,;, • / �_ :�t�s L���rr�_ •A i��:♦�}}�}�� a \, , � �, '�J� �ry j ���� / ,_, � . � ! ♦ ♦ ,. r , am �! t� NEW 'r►♦}v►♦}+ei�'}••r}•♦;,}! ¢7' ■1'itI ` �IBM ��""-'1�1: LAKC; ES OUTLET PROTECTION ---' 1 RIM=613.50 RIPRAP CLASS IA J DEPTH-1.7' LENGTH-8' "WIDTFF-I O' �v i%blow! yy� `1 � ��` �,.iw.-� .iiiil��tro MONZA 01 • ► _ : ,Y� •1 1� `ir� / .�/�\• • air.#� �`\����1� :-��i \ � \;� � - �, • It .4 drag I ILI MANHOLE RIM TO `STA�E ■_- OWN,' • 659.71 1 �h 640 l \ 659.2 \ \ 1 IN DRAIN, \ � 0 \ \ \ \ a \ 1 \ \ cc ` STM STR \67, N E DR�4�N, g \ 15 0s, 0 \ \ \ RIM = 42. ` \ J STM STR 0, \ C 0 ITCH \ \ \ \\ \ \ 659.2 ES 6 \ 659.2 \ 1 1 cy \ \ I I t 646 STM STR 65, DRAIN BAST \ 15"0, H=5.00' RIM = 628.00 DRY STACK i I SAN MH 9046 \ I V OUTV = 662.00 C22-DI C L STA = 3+99.67 \ \ RETAINING WALL ES I I ° RIM = 642RIM = 679.00 � .00 \ T/W= 636 I SHORTEN EXISTING Qp) \ 1 \ ° TOE=630.5 ! MANHOLE RIM TO, .�y \ X S j STR 1�\ DI-3B L 8', H=4. 7' 659.71IM STM STR 68, INLINE - 75.67 ! I a STM STR 64, DRAI . BASIN, DRAIN, 15" 03, H=8.50' 15"0s, H=2.84' RIM = 646.00 STM STR 69, DRAIN BAS�N, 'RW = 621.62 1510, H=4.87' RIM = 649.20 I 4 \ \ STM STR 588, INLINE DRAIN, 15" 0, H=2.42'° \ RIM=619.90 \ I f 1 \ \ �— STM STR 58A, DRAIN BASIN GRAPHIC SCALE: 1 " = 20' 1 W/ SOLID TOP, H=2.74 1 1 I 1 1 20 0 20 40 RIM=619.82 1 oil go Q> U o N .o co M N y a 'q L1 M ccy)) c� Zo (n con, N i W -c Ito O � � o >�a u. o tt� > C v; o .+ c CL w w w (j) I- � W z9 OF V) W V" LL- <H �� = Z `. W Q.Y� 0 '."_ U U Zz cr-z � p0 < L's cy aZ .m � � "- w 0 O v = 0 w o C/) a_ �_ Ch w o o o M Q p U —t � oC> wQ Z :2 Z ::E Y:� r- 0aQ�uj r o w f-- _ � to ¢ STORM WATER MANAGEMENT POND SCALE: 1 " = 20' LEGEND SYMBOL DESCRIPTION --- PROPERTY LINE ca 00—POND - -&7-2- - 67V w ES-1 STORM CULVERT PIPE EXISTING CONTOUR FINISH CONTOURS RIP RAP GRAPHIC SCALE: 1 " = 20' 20 0 20 40 G1NIA D o U)" !iO QO Z VO�� 00 -ate+ O O N ti -c • U W ♦ ♦ L. T V O 0 N U1 CV N O U) cc -a M m C V T I}' V N 0 co W t�A (o N W U � da c: ti c to to T s E-- u. T •— cn L L- L 0 C L i✓ N Z Q � J W CL H F-- Q Z '-� LiJ d'_ W 00 Z J F- I� Z WS (n �-- L W Q 0- Z I- 0� �V) _J L>L > W � V) ry aQ Of 0 d LLJ zw oQ = W Q U y_7:E az �z 7 0D Q: w0 Z w W 0 O Ld =U cr cr- 1-1 o woo a w z M `� V 9 Q T Z Z 0 Y2 C�Q ��co UQ W O W Lp < ~ _ !Y U) 'I LINIA(I I?/ B STANDARD DITCH SECTION Oxbridge Community Center Channel Sizing Calculations Ditch C1039 Road or Lot RACHEL CARSON Begin Sta C1039 End Sta TOE OF FILL Side SOUTH 0(2)cfs 5.76 Q(10)cfs 11.00 Ditch Type V Invert In 650 Invert Out 631 Length (ft) 56 Channel Slope (%) 33.93% Bottom Width (ft) 0 SS (x:1) 7 Manning's In 0.07 Flow Area (sq ft) 1.31 Wetted Perimeter (ft) 6.11 Trial Q (cfs) 5.8 Trial Depth (ft) 0.43 2-Yr Velocity (fps) 4.41 10-Year Depth (ft) 0.55 Mimimum lining width (ft) 13.2 Lining VDOT Class Al Anchors per sq yd NA Oxbridge Community Center Ditch Detail Summary Ditch C1039 Road or Lot RACHEL CARSON Begin Sta C1039 End Sta TOE OF FILL Side SOUTH Length (ft) 56 Channel Slope (%) 34% Ditch Type V B = Base Width (ft) 0 SS (x:1) 7 d = Depth 2yr + 0.5 (ft) 0.9 D=Mimimun ditch depth (ft) 1.0 Lining Type VDOT Class Al W = Mimimum lining width (ft) 13 Anchors per sq yd NA 2- Year Vel. (ft/sec) 4.41 DETENTION POND - TEMPORARY SEDIMENT BASIN CC POND CC SEDIMENT BASIN EMERGENCY OVERFLOW ELEV -A NONE NONE TOP OF EMBANKMENT -B 666.60 666.60 TOP OF EMBANKMENT WIDTH (MINIMUM) (F) - B1 15' 15* OUTSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO 1 VERTICAL) - B2 2 2 INSIDE EMBANKMENT SIDE SLOPE (FEET HORIZONTAL TO VERTICAL) - B3 3 3 RIP RAP VOLUME CL Al (C.Y.) - C NONE NONE DISCHARGE PIPE DIAMETER (IN) - D 15 EXISTING 15 EXISTING DISCHARGE PIPE INV. OUT -E 657.5 657.5 DISCHARGE PIPE LENGTH (FT) - F 101 101 DISCHARGE PIPE SLOPE (%) - G 0.63% 0.63% DISCHARGE PIPE INV. IN - H 658.1 658.1 DISCHARGE PIPE TYPE - H2 RCP RCP OUTLET STRUCTURE TYPE - I EWA DIA OUTLET STRUCTURE TOP -J 660.33 662.00 SEDIMENT BASIN STRUCTURE 1041 ORIFICE INVERT -L2 - 658.10 SEDIMENT BASIN STRUCTURE 1041 ORIFICE DIAMETER (FT) - K2 - 0•50 TWO YEAR STORM ELEV - M 660.56 661.60 TEN YEAR STORM ELEV - N 662.14 662.90 100 YEAR STORM ELEV - 0 663.72 664.46 CLAY CORE TOP - P NONE' NONE* ANTI -SEEP COLLAR DIMENSION (IN) - 0 NONE NONE EMERGENCY OVERFLOW WEIR LENGTH (FT) - R NONE NONE TEMPORARY PVC STUB INVERT ELEV: S NONE NONE TEMPORARY PVC STUB DIAM (IN) - T NONE NONE STRUCTURE INLET PIPE LENGTH (FT) - U NONE NONE STRUCTURE INLET PIPE DIAMETER (IN) - V NONE NONE STRUCTURE INLET PIPE TYPE - W NONE NONE STRUCTURE INLET PIPE INV. IN ELEV. - X NONE NONE STRUCTURE INLET PIPE INV. OUT ELEV. -Y NONE NONE STRUCTURE INLET PIPE SLOPE (%) -Z NONE NONE STRUCTURE INLET PIPE ORIFICE DIAMETER (IN) -AA NONE NONE STRUCTURE INLET PIPE ORIFICE INVERT ELEV. - AB NONE NONE TRASH RACK (TR) REQUIRED YES / NO YES NO DEBRIS CAGE REQUIRED YES / NO NO NO ANTI VORTEX DEVICE REQUIRED YES / NO NO NO BARREL LENGTH IN SATURATED ZONE (FEET) - Ls 25 25 DESIGN FLOW IN IN EMERGENCY SPILLWAY (CFS) 0 0 OUTLET PROTECTION (MINIMUM FOR C1037) 010 (cfs) 10.05 12.15 WIDTH (F) 14 16 LENGTH (Ff) 12 14 RIPRAP VDOT CLASS 1A I DEPTH (IN) 1.7 1.7 MODIFICATION OF DETENTION PONDS TO SERVE TEMPORARLY AS SEDIMENT BASINS WORK SHEET FOR CALCULATING SIZE AND LENGTH OF DRAIN TUBING volume to be drained 25596 cf 0.587603306 ac ft 8.13 AC X 67 = 545 CY flow rate for 24 hr dd 0.29625 cfs 545 X 27 = 25596 C FT min diameter 6 inches oriface area 0.087 sq ft (Item 2)/(0.6*(64.4*0.5)^0.5) oriface area x 2 0.17 sq ft oriface area x 2 25.06 sq in orifice area / ft 1.66 sq in feet of tubing reqd 15.10 ft use 30 ft Typar flow rate 709 sgcfs / Typar 3301 area reqd 210 sq ft area reqd x 2 420 sq ft Width regd 14 ft Design Minimum diameter of tubing 6 inches Minimum tubing length 20 feet Minimum grade of tubing 0.02 ft/ft Minimum dimensions of gravel Lenght 30 feet Width 14 feet Depth 1.5 feet EMBANKMENT SIDE SLOPE HORIZONTAL (82) TO 1 VI EMBANKMENT SIDE SLOPE I VER71CAL- 00 S TOP OF EMBANKMENT ELEV. (B) EMERGENCY OVERFLOW PROVIDED ELEV (A) -r� o,ScNAR� V.D.O. T CLASS - A1 RIPRAP (C) CLAY CORE TOP AT ELEV = (P) s 10 EXIs¶NG CONO6p SCNPRt;E p1pE n1 CRPO�' EMBANKMENT SIDE SLOPE HORIZONTAL (83) TO 1 VERTICAL EMBANKMENT SIDE SLOPE 1 VERTICAL 100 YEAR WATER SURFACE ELEV. = (0) 10 YEAR WATER SURFACE ELEV = (N) 2 YEAR WATER SURFACE ELEV. = (M) �-- VDOT EW 1 FIT EXISTING STR 1041 WITH SEDIMENT FILTER PIPE DURING CONSTRUCTION 6 INCH ORIFICE FOR SEDIMENT FILTER PIPE INVERT AT (L2) REMOVE STR 1041 AND SEDIMENT FILTER PIPE FOLLOWING SITE STA81UZA77ON PROVIDE CAGE ON VOOT EW-1 TO PROTECT OUTLET DISCHARGE PIPE INVERT IN = (H) NOTES: EMBANKMENT TO BE PLACED ON POND SIDE OF RACHEL CARSON DRIVE \ EMBANKMENT TO BE PLACED AND COMPACTED IN 8- LIFTS. NO TOPSOIL, ORGANICS, OR STONES GREATER THAN 6" DIAMETER SHALL BE USED. MATERIAL SHALL BE COMPACTED TO 951% OF MAXIMUM DENSITY AT PLUS OR MINUS 27- OPTIMUM MOISTURE DETENTION POND - TEMPORARY SEDIMENT BASIN OUTLET DETAIL not to scale THE LOCATION. OF: THE DEBRIS RACK HOLDER MAY BE ADJUSTED FOR VVAkIAIDND.1.T1ION!94 WHEN. THE E METAL PLATE..THE Y" DI •LT - LtNOTIH IS. TO_BE SHORTENED TO AND WELDED. TO THEE PLATE DEBRIS RACK HOLDER AND ALL.HARDWARE IS TO BE GALVANIZED. ADHESIVE BOLT. SELF-LOCKING WASHER.FLAT gmj� • • r3 k �*iIIi 111 Q2 fool- _. • ♦ • h c g:1 :'► I W 2N DAM OR rSTRUCTURE. Re- • �le '►� • • � Ki r-0yin MIN.SIDE VIEW FRONT VIEW DETAIL FOR DEBRIS RACK tFOR WATER.QUALITY • ^- STORMWATER MANAGE MEN T Cc - DEBRIS RACK, UETAL PLAI WATER QUALITY ORFI �•VIRGINIA DEPARTWENT OF TRANSPORT. CLAY CORE TO BE PLACED ON POND SIDE OF RACHEL CARSON DRIVE IF REQUIRED CLAY CORE TO EXTEND 5 FEET BEYOND ENDS OF EMBANKMENT, AND 2 FEET BELOW EXIS77NC GRADE. THE TOP OF THE CORE SHALL BE AT ELEV. = (P) . DEPTH OF CORE TRENCH IS GENERAL, ACTUAL REQUIRED DEPTH SHOULD BE DETERMINED BY SOILS SPECIALIST AT THE TIME OF CONSTRUC77ON. MAXIMUM SIDE SLOPE IS 1: 1. CLAY CORE MATERIAL SHALL MEET THE FOLLOWING: UNIFIED CLASSIFICATION: SM, SC, ML, MH, CL OR CH. PAR77CAL SIZE. 95% PASSING 1/2" SIEVE. A6.3 MODIFYING STORMWATER DETENTION PONDS TO SERVE TEMPORARILY AS SEDIMENT BASINS Most stormwater detention ponds are designed to serve temporarily as sediment basins. These ponds are installed before land clearing in other areas is begun. The volume of storage is based upon stormwater detention requirements rather than 67 cubic yards of sediment storage capacity per acre of disturbed land or drainage area. Another advantage is that the pond can be constructed in accordance with the final, permanent design rather than constructing it in accordance with a temporary design and then modifying it to meet the design requirements for the permanent structure. This modification is accomplished by placing filter fabric on the ground and placing 6-12 inches of gravel on top of the filter fabric. Perforated drain tubing or perforated pipe is laid on the gravel and temporarily grouted into the orifice. This can be done with brick and mortar or some form of impermeable grout which can be removed without damaging the orifice. The end of the tubing or pipe is capped and the tubing or pipe is covered with 12-18 inches of gravel. Size of gravel is not critical if it is properly enclosed in filter fabric but numbers 7, 8, and 78 are recommended. The filter fabric is then folded around the gravel so that water must flow through the fabric before flowing through the gravel. Where drainage area is 5 acres or less, a 20 foot length of tubing or pipe is recommended. Where drainage area exceeds 5 acres, it is recommended that the tubing or pipe be so designed that design drawdown time does not exceed 48 hours. r u n � �-4� v o cv e0 t>p7 v co �v �B'M'M C 10 r v ca ry o Cd rt. _ J a.c'°-�n two, coo, U) Liu W c in C r- a LL f� •- ui L � T ® t aa) ®. W W C I- y W `Q 0 0. Z 30 OLL. 110 W �� Z W 00 y� U C)O � Cy W `'- o v W O wo Z r O r (n W LL Z Q Y m W Q ls7 = O (n L O' W ~ = lY U) (0 FINISH GRADE - i c 684 i I Z tl 670 m a `r' z �t oil r EXISTING GRADE ++ UUU r-rcvrvr rnnac G1 sF4t-tw `ruj l Z 1 w0000d - o444to ! 1 •- -i (potowco 11 VVV z — $tnraww II Op ow it ll ii r ! rcoiMr; N n p zzz0 �ir (o Wiz- z � II Il If II zz� -:� 3�i / 15 PP 66 2 6 % PP /15 EY,I TING G N to 0) 00 co 0 i N CJ 00 to r 00 hw 0� pn0 _m> z Big 10+00 10+50 11 +00 11 +50 STORMCULVERTS- 1 T —1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' 1 i V IIU 0000 0! r I 00 1 nnte acwD o� ° $a n /—FINISH GRADE t6 CC Ilp�. fan n zz0 g zz� -c� ' GQ / \ / to r— M st 00 CN t') CV to CA .-- co w CD CD CD CD CD 10+00 10+50 11 +00 STORM CULVERT —1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' EXISTING GRADE OUTLET PROTECTION WIDTH-6' LENGTH-10' DEPTH-2.2' RIPRAP CLASS 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 STORM,TO PQN—Q VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' EXISTING GRADE FROM PHASE I z FINISH GRADE �, rnco o a p m n 1- ' it 0 0° *-°`coin I I Ut �I �in 00 1a$-�s Li V 0M UU � rUUU acc a0 as ers us o o, a o aMM� �mw i`®r-o wo ao + N ,rw .� � ® cow Ii If $-w$ — rI zIIz 0 zzz C2 "Z C20- 9 12 LF 0 671 „CPP / C19 18 3a .�'° CPP 189 0.74% 2.1 Cl 50 /, 64 15" PP / 18" PP i / EXISTING GRAD co 1 / \\ r M cc N 00 07 O et co 00 1- CD 17 *- O I`� 9- O O 0 to n c4 CND (o COD fO- r` 1�� o 0 o 0 0 o (o o to 0 to o 0 o o 0 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 STORMCULVERTS 18-50 TO 21-20 VERTICAL SCALE: 1" — 5' HORIZONTAL SCALE: 1" — 50' '-6" MIN. LEAR. rv�rru •i+ i+nenr rnnii niiw car d m EXISTING GRADE 9NISH GRADE EXISTING GRADE Chi C N It 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 VERTICAL SCALE: 1" — 5' HORIZONTAL SCALE: 1" = 50' ! Y q Imo, ; p • wd .it a.... . `ISTING GRADE FROM PHASE I FINISH GRADE XISTING GRADE IN PHASE I ! EXISTING GRADE IN PHASE I OUTLET PROTECTION WIDTH-10' LENGTH-8' DEPTH-1.7' RIPRAP CLASS 1A — na0 na_ �N N III 10+00 10+50 11 +00 STORM T — ITCH VERTICAL SCALE: 177 r 5' HORIZONTAL SCALE: 1" = 50' ISH GRADE 3RADE SLEEVE IN THE JG WALL DESIGN )W PASSAGE OF DRM CULVERT VERTICAL GRAPHIC SCALE: 1' r 5'--0" 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " 50' 50 0 50 100 w a 0 a ki >i --D ml a j Z co to Do to M 4 Vi e n w Iz 0 o v ® w w a n. a [% 0.. v w o O O Lij 0.. w cr- 0 N 2 4) a 0 tv co 0 N 0 v m v , 'E -� vs M 0) o 0 > N o ti Ln cco, ` �c ..� oi >01 11-- > T X V) �oi o L. w c �+ W A i i • �' c� uJ ® z .- z � uj `- to O to Z :2 Z Y Ln v -. � uj r O (n w� I I cj V) r- 10• 670 am 640 N CA M M N aNil M it N M O U cli I �Nc00 .0) / M m V it O -'0 ca '� it It / o M FINIS GRA E +�co01 �oW // m U of II II Z O Nc0 otoo; 11 torn�� �z 0w 110 3 n n z z xt"C-�Zw 85 / g0376 3 0 1p/ C23J 1® LF / 15» GPP / / / EXIS ING GR DE IN HASE 110 / / EXISTI GRAD / O to W +Z OWN O a. �� O N N 00 00 M O Nl d O W 0 0 CV ai 4 ai CV r7 tri 0; r7 4 el t mot' d to to Co (0 c0 cU h h co cc) c0 CO c0 � c0 c0 (c) CO t0 10+00 10+50 11 +00 11+50 12+00 12+50 STORM CULVERTS 24-23 TO 3-1037 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' C• EXISTING GRADE DATUM ELEV 655.00 LO o �� p.. � U I UO _ o N n n 0) ¢0otoDirnU "w w co It +C-4" II O W II it II II ZZ0 g >>> >�ZZZ 7i] L� FINISH GRADE 0 w q II too Z to c0 1 �a II C 9 C 0110 r P —n EXISTING GRADE IN PHASE i VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' It 67� v ITUM ELEV. 650.00 tr tr CC 670 e 650 630 625.00 K; O Z M t0 M • O z t) tip of ® CM .i `1 II o w Go moo•- l N") Iq FINISH GRADE I~ Z4 N M NNN z UUo Z P®co 0 fi a0., A ^^O NoU N _i 1 o N I I tij a< M W ® 1 !1 ill r t0 M OD <0 I I I g U UC�N3 r f .i � I If 0'.00 r +tlicD / ooe'iM U NCO -w+vi it / > Z oco11 to it 11 Z n II zz qwu +�� FI ISH G ADE N.040 :2 .-co u 110 LF 1.7 E? 26 26- 1038A C25_ / 52 ty 15" CPP / / E LISTING FRADE IN PHAS 1 / /e / / / -EXISTING GRADE I/ / / / e/ / (0 c0 0 a- 0) O r- O O cd c� � ni 06 of 4 co c6 06 06 N N K) et eg- to >n e0 c0 r` r- t� r (� to 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 STORM CULVERTS.,,27-26-TO C 1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' U O � � N O II ® X _� to W M r MI Z o® _�1 a m 00NULAJ UM UCirr- _r0 Z _ tOt)tp O�to 0��� it UFINISH GRADE �il 11 EXISTING GRADE a II II zp It it zz® QM» viimzz g¢ F'� >» zzz r \ / 48-�7 LF 0.51 % 15" CPI C4 �103 / EXISTI GRAD IN PH SE 1 !� N •" 00 OR cD to 6` aA tm cD 06 to to to 4 to 4 to tT N to at c0 4 c0 4 to 4 t0 an c0 M co to co (o (0 to 1 00 •�t U to ti � ^ 0 ^Y CD e� II t0 P- II 110 Q:2> n�? 68! t 68C t i B 671 i 67C ss' all 65r, r 670 650 630 625.00 e d a II N ®< 9'co U o -� - ® I 00 11 C-4 000 NNE FINISH GRADE �o(0 Q UUo If wov N I-N II 0 oo - .- -(0a-- n o xOOcptD oK;" LO tq (0 to8, It �;� d�� � n 11 t0 +00wco cocow 11 fizz n 11� fig» Fw- II II zZ19 C 9-28 140 28' 'J;ZS » C P 15 EXIS77 G GAADLT IN PhASE 1 / / / / / EXISTING GRACE / / e w 00 u') co -t ell c0 O to (0 (0 ( co 'qtl 0 mmmmmm_.m OMNI A. RIO rMER in I MO. 9-il"m MENEM 11m NONE ME MENEM 0 pm MENNEN 0 .. 4 a `' •� • • ?Y+,_;4Swtrtilfiti IA,=,<A°Y-�;Ei '?�Ri:f8k9U %Li4u4 K1a8A;;:t.$,^®�'^.tr.Mx 3'iJm.ew�iv 'a:,9t'l,duti iw^R.ii O 0! V tT 0 0oco V� II � (0 nnp s�> naz FINISH GRADE— V10MUMNAMANA 650.00 4 tr 670 ..i 650 630 625.00 c n K O it t ® totc) "' oo* Mom+ c0c0o 'c0t1) 11 II D= co S �,nw N� ID f it zz o �otn(0 c000 If II II II zzZzz r M_Z> C 1-30 C3 0OPA 8 / 91 %/ Wtv 1 Cyr- 15" PP /7 /.9 EXIS ING G DE HS1\-EXISTIN" / l/ GRADff / / / / / / / / Q Cc) r) c0 LO o 0 (0 O N O cq oi �n to o (0 o r- (0 10+00 10+50 11 +00 11 +50 12+00 12+50 T T ®2 T 1— VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' cq Jk O M t+i cli 3 ! V = z w _ Z MM I M I .:occo m UU v O ±r-it '' c0 F- 11 p / / ®04 +��� ®oaoouiui c `itt �z II MO�II II III / 11 fizz fiIlz g �> Ax Z C33_3 C3 -•30 52 27� 7_1 15 / ISTING GRADE IN PHASE 1 / /\_-EXISTM GRAD M e- O (0 d' a) 16 to � LO to `n ai to "i CO c6 Cc) 6 r � 4 . w (0 t to VERTICAL GRAPHIC SCALE: 1 " = 5'-0" 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " = 50' 50 0 50 100 tW- 0 0 Q p g d z to 0 OQ IN, W a � o a. a a- � � N m ix O O a M N <- z U) }; o o N m .0 aa) N N y v U "l7 2) M_ m c U L J (0 0 cri W�u C C LL. vi o 3: :3 V) c Ui � �rn ®.l3 1(-1 d ui }-a< t- Q_ 0Z�� zw OQ _ Z Y,:E lyz ZZ) ®o W CY �� O w j 0 w a } 0 I.t.! ~O Q ZO 0) > D wty -Jz _' Q Z � Z 2 Y� u Q�WQ= ®� o �-- z � U) °o M- 660 OUTLET PROTECTION WIDTH-4' LENGTH-6' DEPTH-2.2' RIPRAP CLASS 1- 650 o M 4 iv 11 04 W $ n to 17 c0 M M .- Z M M of d�� re) 1 U o U tV CT1 c0 I n 1 qt v �M w FINISH SH GRADE no z �o I N 0 (otot- II \ \ it r (o o(Cq� co o to M+ co w II it z21 0 \\ I— II 11p it -0 - VTK Z II 11z 0 > Z U)0 \ O " \ CL C 7-36 13 LF , M -35 U 7 0 O to04 n (0 3 �/ 00 •- II 0% 15 CPP ECISTIN GRAD IN PH SE 1 1 CPP II z 51 IF / 15" CPP elll EXIS ING G DE / i J N d c0 ct' to •- O 00 to to ® 0 co �- r i .-- t` cV (6 M 4 (6 1� 06 06 (6 � K) 04 Nt to to co (o co co co (D co co (o co co co to co 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 STORM CULVERTS - TO 34-POND VERTICAL SCALE: 1" -- 5' HORIZONTAL SCALE: 1" = 50' , EXISTING GRADE Z coco m (O"to Z_ U U00 t` p 0000 (0_r 000 co •otyo011 w n �% Il 11 zz=0 Wqt �? 635 U O o- �? w M N O-to 630 + it r � 110 Q tn� 625 FINISH GRADE 15.42% 15" CPP �01 FINISH GRADE a<� EXIS77MG GRADE a,00 635 Lo j� I mto (`roto0 11 m UU� z 00 U N11) N :)Nr:r: -w 630 "- zrn 00 n +lq II r �00iU 11 11 zzo +0> II Q��!» —r(o� nazz? _ it 110 0��_> 625 to z 24 LF 615 15" CPI 10+00 STORM CULVERTS VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' EXISTING GRADE645 , 635 FINISH GRADE--, r v i 625 Lo c0 (Oococcoo 1 I 1 110 W((DM(5 00000 co oo oo q NNNO) :)00;0i0i(N N f- CV (o co(No ttoo n '-Wuon� 11 n zzzoo zM>> nRzz-- u� to I 0> M U O T .M 0 r (a Oil jx N 4<n, > z 16 LF 13.59% 15" CPP 670 661 651 651 641 64 63 63 62 62 C3 61 10+00 10+50 11+00 11+50 12+00 STORM T VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" - 50' Z O to n ®.co inn I toGoI� II U M M U O 000 1 O O •- 0D o tot+7 M'O� �otmcbo U? 'to co (o U + a- i- - co (o n n �uu0 unzz �a (nw_g> ��» � nzz FINISH GRADE 43 15" EXISTING GRADE vI 1 661 65 651 64 63 63 62 61 ) 00 i u') 17 ' M tM u _ = z to to to (o 1 0® (oN Zf to NIc I co (o U to II z U co Z Cote Q � �N to o ON A ®�(O v _/ ( 5 N co r` r) c_00oo + co it II II If r z 0 > to ?- '¢ to 0co �� - to - 01 Q '0U IS w Y z - U N "GQ y to to oor . 1 z in N co �l 0) to co it 100 Orr 0+ 11 �61 5 C'a_ (,y OR cn II i z ®n r gg<00 ' V M� �tD v~icn / o I IB II II z p �' ro Q 0 v, rx z z 1g (b w 3 h 00 tc) / 5 o 00 Otq4. t 0- (oil II nz _ v D L(E 5 IV 35G 15"CP 0 5 01 c) a M M i` M 0f d N Iq 0! (O n co r r d N tq N O M O n O �t n d to It to d• to It (o t co w (o co to (o w (o 0 co 0 O to 10+00 10+50 11+00 11+50 12+00 12+50 STORML T VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" = 50' NO 0 1 iO4 � U U N (o� oe10 *(o it to If z0 Z Z W Q d a a a � o M r- W Q p o n. a. w 0 O O N - Ld ) / Vim/ I_ Q U Z Z� 0 0 LL_ > Z W z O it® u < v U Z z Q— U oiCY LLJ `� v w 0 o I -, 0 co tl aWozz 0 O , > W J Z d. (n ® r• (n ¢ lL Z = Z Y� I�-•- � W fn Q W W _ O G� 650 a a d a t! 9 ul 1 N v. 'ptri +.- 11 1" c�u tt S ouzo 1 v tN6 h. G7 q"c0 s� GQ kl* Z. / f Y� (- AQ to to 10+00 655 650 EXISTING GRADE -� 645 640 FINISH GRADE- 635 11 CUTLET It PROTECTION a WIDTH-10' LENGTH-8' DEPTH-1.7' RIPRAP CLASS 1A- , 650 3'-0" MIN COVER VERTICAL SCALE: 1 " = 5' HORIZONTAL SCALE: 1" = 50' i 625 670 DATUM EZEV 655.00 T C 10+00 10+50 SLEEVE IN THE dG WALL DESIGN TO PASSAGE OF THE CULVERT _- EXISTING GRADE FINISH GRADE . •� M — 2" WATER SERVICE 6" FIRE SERVICE z ca zo D w m mm w Qz N 10+00 10+50 11 +00 WATER SERVICE — FITNESS —CENTER VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1" _ 50' FINISH II :70-DITCH OUTLET PROTECTION 15 LF WIDTH-10' 6.67% LENGTH-8' 160 CPP DEPTH-1.7' RIPRAP CLASS IA 640 670 640.00 c u cc rT+l"SiZ�7 P1CPP Ely GRADE ..i " y10+00 10+50 11+00 11+50 12+00 12+50 linwv t Ll 01241011, � �. n 10+00 10+50 11 +00 11 +50 GhIJttIVV O Jl�IVIIHRt JC9oG.R 1V f�G1Vlf'91tV EXISTING GRADE PRIOR TO CONSTRUCTION CONCRETE ARCH OF PHASE 1 co r\ � � � Z °7 U ,. pC�© � d �pt,j� LO '� P t,t �`a o r + '1-,r) wi1 O (0 + t\ W (� Vj to i >- c0 II CNIf ®®M�o S*-� c ujZO ww N i1flO it c0(0 11z o0iotnz zZV F���®� �Z I@ FINISH GRADE w O ') ® ®•�— II it �p 3 II Il OCRPHASE 1 +N If 1ZO If OZ ZE II 11 o x cn C� Wct> vs d Z (�i> m Q j2: (c 1'-6" MIN. to' CLEARANCE COMMUNI TY CENTER FINISH G ME 1 -6 PAIN. CLEARANC 67 LF SAN \ 159 LF SAN 0.50% \ "PVC 136 A 0.50% p VC 8 P -.�------ 1.00% 6„ pV 0.5 % HEAVY WALL SDR 35 H VY WALL SDR 35 , 256 LF SAN HEAVY WA L SDR 3 Y WALL SDR 5 144 L HEq WA SDR DR 5 1'--6" MIN. CLEARANCE 35' LF 6" AN 1.00% HEAV 0.5 % HEAVY WA L SDR 35 CL 7 - v v INV 669.37 1­ to Coto o\ nm� Cato N � N ® w - I EXISTING 8" SAN I ARY N 04 SEWER RIND RILPLACED TO BE REMOVED W 1 H NEW 1 !" c� N w P`, 0 to ® to (6 N of c0 Ki d- 00 tf3 to (0 ® N c6 O 6 ® 4 -7 (6 1 (0 (0 CC (0 i� (0 co (0 (0 to (0 to w to to to co (0 (0 (0 w (0 to co (0 (,01 10+00 11+00 12+00 13+00 14+00 VERTICAL SCALE: 1" 5' HORIZONTAL SCALE: 1" = 50' 17+00 rARY ' WALL SDR 35 NISH GRADE " WATER SERVICE " FIRE SERVICE VERTICAL GRAPHIC SCALE: 1 „ _ 5,_009 5 0 5 10 HORIZONTAL GRAPHIC SCALE: 1 " — 50' 50 0 50 100 r a 0 _Q d Q F•- °-' z o Cho to 0 a ti 0 t 0 V o c O r ry W :2 w X. � U W tat O � a7_ V r F- z tVi a_ m 2 n. m 2 z O U z O U n Vvi 0 (L ® a:d w > > ixx wto cj G�NI,q D c IN izz b NppyWOG o � � N ms •�. () to Q+v b O v N c� v� ca co U) i- Lu C a FL t� y(D e1� V! c In 0) CL w • • • a w O z {� W a o a V) .t r Z :2 z Y to �j `"e `t e�� W w `� _ ccn ��2 In Q 670 r m 3 a 66d U e 650 640 c c to u cD 0 (09 In n cD ,n a>: * I= �i ix co R an ScD WJtD Jets 40 aJ,g, �, M00 °;oN °co tnt� o 4 tj�It oiow N +ai`�'t 11 + '�`Dll +uat° A 1' `nc�Dps III Np IIS (D Iis roN Na=r Z�p(0mMg tRN o2-R 4-R5 p LF 100 9 � 10� „GPP8- CP C % 8' CPP 1•-6" MIN. CLEARANCE EXISTING G. ADE + (D1 en oq n to In In 1co (o O to 10+00 11+00 I �►0o n,,tn�w n c! Uiitn to N +oiof Itm +m(0 tl ,.-m 11 its � II II n -MO fl 11 ?U aWEE `21 LF 1.00% 8" CPP ROOF DRAIN R1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1 " = 50' low a M IX �O d, 10 '.ococo +6' II =N II Il Il z ncr trb � U(C0 000 008 a �c�tcocoo in( + ocD fl -0 II 11 Za 11 BI Ego 0. R13-STM STR 1603% V CPP r /o s y. Got, r• 1�. • A k 10+00 11+00 I �►0o n,,tn�w n c! Uiitn to N +oiof Itm +m(0 tl ,.-m 11 its � II II n -MO fl 11 ?U aWEE `21 LF 1.00% 8" CPP ROOF DRAIN R1 VERTICAL SCALE: 1" = 5' HORIZONTAL SCALE: 1 " = 50' low a M IX �O d, 10 '.ococo +6' II =N II Il Il z ncr trb � U(C0 000 008 a �c�tcocoo in( + ocD fl -0 II 11 Za 11 BI Ego 0. R13-STM STR 1603% V CPP r /o s y. Got, r• 1�. • A k waM e� N L6:OGoto O n ��o) ' N0: ton,0Ooo � N Z Bn 510mto Df- .+�w(o '-eD 11 N sp +cVo 11 it it t[:SL U s N U?o na_ N R19- 13 6„ C P 665 660 655 10+00 EXISTING GRADE 6 o` O ®o cq ® f � '-aver II 0 11 h- noc�� 655 w M tp°ice I OF 10+00 10+50 11+00 rnM ec�! 10+00 cr I 0 n FINISH GRADE IrIII� 'rlrlr, _. N m !E .0 co to 04 H} ® w U) q M m N o U ELM$'° 1` to J (At Nto co (o to m � cs N W z C U a. � L 0 a Z c N *0 C ®Y •Qa IaJ J F- GI ® w o Z CD Z ¢ Ui o L►- zgzw�i`I 0 C,Q Lo w W = lY V) m x x ®0000x000000ooxc,oxo000ox09oo0000x0001zoa00x00000000 -- x000a0000x000 x o•oox00000 o°oo x Prune codominant leaders DO NOT prune terminal Prune rubbing or leader or brunch tips cross branches — DO NOT stake or wrap Prune narrow crotch angles trunk unless necessary and water sports Remove all togs and labels Prune broken branches Prune suckers Cut away all balling ropes 2'-3" mulch kept away from trunk Remove top of wire basket Soil well to contain water •'f �;_z !� c i`�,�'z. �i� ; %© UNAMENDED bockfill soil Widen and score hole wall , �'�! . ��� ` Y�'}� 1 d`•: • Partially bockill, water to settle sail, finish backfiffing Remove container and cut circling —Area for water drainage Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL NOT TO SCALE ALL PLANTINGS SHALL. CONFORM WITH 165-360 OF THE FREDERICK M MY ZONING ORDINANCE. All PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDE.RKCC ODUNTY PLANNING DEPARTI+fENT. Permanent Stabilization: All disturbed areas nat paved shall receive a min. 6 in. topsoil and be seeded as follows 200 Ibs Toll Fescue per ac. 12 lb. Annual Rye per ac. 1000 Ibs, 10-20-10 Fertilizer per oc. 2 tons agricultural limestone per oc 2 tons stray mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stablize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 Ibs German Mullet per ac. (May through September) 60 lb. Annual Rye per ac. (October through April) 450 lbs. 10-20-20 Fertilzer per or- 2 tons agruultural limestone per ce 2 tons straw muleft per oc, Seeded areas to be watered and cared for as necessary to provide gross emergence. x `r 1_N`'" `�V 0 ` El 5' MIN 6' MIN 5' MIN GRASS AREA AREA OF GRASS AREA ANCHORED CONCRETE LAWN SEED WETLANDS LAWN SEED WHEELSTOP MIX TYPE PLANTINGS MIX SEED MIX TO BE AS PROVIDED BELOW PARKING SURFACE PROPOSED GRADE SECTION A -A SEED MIX COMMON NAME LATIN NAME 30% 3 LBS FOX SEDGE (CAREX VULPINOIDEA) 10% 1 LBS DUCK POTATOE (SAGITTARIA LATIFOLA) 10% 1 LBS CARDINAL FLOWER (LOBILIA CARDINAUS) 30% 3 LBS MEADOW PHLOX (PHLOX MACULATA) 20% 2 LBS MARSH SMARTWEED (POLYGONUM PUNCTATUM) SEEDED AREAS: BROADCAST SEED MIX OVER THE ISLAND DRAINAGE AREA. ROLL OR TRACK SEED INTO TOP 1 /4" OF SOIL. DO NOT ROLL ON TRACK SEED IF SOIL IS WET. SEED SHALL NOT BE PLACED IN POOLED AREAS. MAINTENANCE —MONITOR WEEDS AND MOW REGULARLY DURING THE FIRST TWO YEARS, WHEN DRY ENOUGH TO MOW. MOW EVERY THREE YEARS THEREAFTER TO RETAIN HERBACEROUS COVER. SPOT TREAT TO REMOVE INVASIVE SPECIES. 1�1 + N0 I0 n O :o. x0 �—iY ��'��► err •r I'�o ` .r... v' � J /M R25 tli�,,, J+l ri x SITE PLAN SCALE: 1 " = 40„ x 0-4 QTY_ SCIENTIFIC NAME COMMON NAME SIZE SPACING x 57 ACER RUBRUM RED MAPLE 2" CAL_ AS SHOWN 57 QUERCUS PALUSTRIS PIN OAK 2" CAL_ AS SHOWN ® 1013 ILEX GLABRA INKBERRY 18" H JASSHOWN 060 PENN OPEC SPACE 19-0-v GRAPHIC SCALE: 1 " = 40' 40 0 40 80 w 0 A V5 N � Q I-- ck:z O o o w ap •d' N W rn fY w z z Z O � z W ZZ O ae a V W a- Z 0' w w w w to CV O Z fit oi � O a N V tir U) r` O ¢ a) m fA CL N fA O co U C I) M � U > N O a Z) w a r, ui �W(D(0 tff W U a r H U) L L L � Z � fn O '- a> C L- W Q n V z_ 0 LIJ n Q V) w < Z� (f� F-- cw G w Q 1101- z OLL- ow � t� > w LJJ F— O � z _ �0 = <C U y � 0z 0:�z Z:D o0 .Q w C'1 �O " W0 w =U > ,� a w O a O rn LLJ -- Q o .._, U d 0 Q LL- Z Z Ld Y r17 i `=dWUjLy Q::�;Q r,_ LIJ Q: � 0 O �y ! \�\ ly z 0 x k AREA n no L 0 0 x k \ � / i::T���1g• ��, � ��. `run•.' F. �t � ti � f•4e r��r;�c� a !ipn� a \ �•,;�`'r m�lre,� SITE PLAN SCALE: 1 " = 40" NOTE: FOR PLANTING DETAILS SEE SHEET 10. x x VIX I I I x �j0000000b0 x pOCO00©000 x OOOOp I O{�po x OOOO�Q�y Opx�O � / � 1 SOxti 0 r/ i-. n k Q 1:1 1 X / '?,'•'/ OPEN SPACE 20' STORM �'��--- -_ ---- 15 cU I � 1 1-F.H. ASS'Y. WA0 _ WATF- 'T n RUFFED GROUSE COURT i��30, ROW pr SEWERE�` Nw - Ir storm pond 1 DISCHAf 1 � , CANOPY TREES LIRIODENDFtONTULIPIFERA- TULIP POPLAR BETULA LENTA -SWEET BIRCH ORNAMENTAL TREES AMELANCHIER CANADENSIS - SERVICEBERRY CERCIS CANADENSIS - EASTERN REDBUD milli N milli I I u y N 0 N 3 U �o O < V •t NN U) p U > N °a (0 O LL! L0 to �a r� t-- LL CL �> s� V) c(6 o '- �a aw Z J �z z� Q w C- n Q U Cn C) z W .J Z (n w cn �— L,i Q CL Z z 01-- ) I � >� L1 > Q � �ZW zw Q F- :D t~- o_ S I W �Q <C U oz �z �o o 0 <Q z� LL0- �- Lu 0 o LLJ =U o � IL �_ 0 LJ o z r- \ 4 Z U c/'3 V)0 O V) Q -i _J LL. Z Z 0 ljjY � u') [ Q Q LJ li = p0 IRE '/2 SECTION CAST IRON --I-VT SECTION STEEL X-7- X Wj ■ 2'/i _x Y," l 11Y 4 laluj = �9.0 �:of co-ecws to coua --Yi x 4" SILO Sr4& cowcloca NOTES L DEPTH OF 111ST 00 70 BE SHD"N ON PLAPM FOR DEPtH GREATER TWW 17 USE STMOMO DI -ILA 2. THE "!r DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE ♦PERT Of THE OUTFALL PPE TO THE TOP OF THE STRUCTURE. FOUR CSTMATNC PIRPODIMENSIONS OSES NO T%AACTTE UAUAL DIEN$ONS SHALL 8C OEIERMHD 8Y THE CONTRACTOR FROM FELO CONDITOHS 3. RHEN SPECIFIED ON TtE PLANS TALE INVERT IS 70 BE SHAPED N ACCORDANCE VAT" STANTARO IS -I. THE COST OF fi.R101SN1140 AMC PLACING ALL MATERIALS INCIDENTAL TO THE SNAPNG IS TO 01 INCLUDED N THE BID PRICE FOR THE STRUCTURE 4. N THE EVENT THE ♦PERT Of THE OUTFkl PPE IS I,GNER THAN TILE BOTTOM Ol' T STRUCTURE 1TE INERT OF THE STRUCTURE SHALL BE SAHIWEO Iw7N CEMENT MORTAR TO PREVENT STANDING OR PONO04C OF WATER N TW STAICTLNE. THE COST OF FURNISHING AND PLACING ALL MATERIALS NCIOEMAL TO PRICE S ~ IS ST O BE IN. UDED IN THE BO 5. gTnEPS CWATER•0 OR DETAILS SEE STANON70 SM IS T- t S. 114S ITEM WAY BE PRECAST OR CAST-N•PLACE. HARDWARE CLOTH ' ," MESH OR GALVARM STEEL RARE. MINIMUM W1RE OLAME TER 0.03-- NLA6ER 4 MESH HARDWARE CLOTH ANCHORED rstay TO THE OUTSIDE OF TEFL STRUCTURE. BE 9.IM PSI,PSA). PRECFCTT=09ATE IS TO BE A3 40M PSI. O. ANY ALTERNATE METHODS OF A UIDRACE WETNG THE APPROVAL OF IHE ENGINEER WAY EIB $ BS11iUTFARE FOR THE CAST PON �I LUGS AS SNOIIN £ SECTION A -A R 11 11 ))j, 4-1 CONCRETE OUANTITiES FOR MIN. DEPTH-.41-'RPIZ M'tonne(# PW# t440 Co.YdT. CamrSie SECTION C-C SECTION D-D IS" concrete pipe - t528 C.. YdA, Conv414 If cow0ty Pp4 - IUD Ck% Yds. Canned# 24` t»naete P9e - 1817 C.I. Y6-Conuete GRATE DETAIL Add 0.489 W. YdA, Ier 0"60-d Root of 41*M APPROXIMATE WEIGHT Cott Van Grate 363 2 IS Hbt VEOFICAWN STANDARD DROP INLET KMtDa 12" - 24" PIPE: MAXIMUM DEPTH (H) 10' 233 Hp4.01 Vr,,*W OEPMTMEHT GF 7RA SPORTATION 302 c-3A.SB.x 7. ! 4 X 8' SMOOTH Dome AT APRO,OLfTELY Rr C-C YO BE PLACED N ALL AREAS ADJACEM TO AUTTNG CONCRETETO PREVENT morcw MA t BE P�ROvo�EDO0WCL5TAANDAAL) T-04-1.4 FOR ALTERNATE DESIGN. H S. 3" CARRIER wF1T HOLE WITH 12"x12" PLASTIC H STANDARD DROP INLET: VD( NOT TO SCALE E)W SION i, Y€Q 11 al NOTES: 1. THIS 11614 MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS Al F CAST N PLACE. 4000 PSI RF PRECAST. 3. COIVBNAITION CURB I, CUTTER NAVNG A RADARS Or WO FEET OR LESS (ALONG FACE OF CUR81 SHALL BE PAW FOR AS RADIAL COI StMATON CURB L CUTTER. ALPOP USE WITH STABILIZED OPEN•CRADEO DRAINAGE LAYER. THE BOTTOM OF THE CURS AND CURTER�l, BE CONSTRUCTED PARALLEL TO THE SL01'E OR' SWRASE COURSES AD TO THE OEPTH OF THE PAYRDMCNT, 5. 7M5 CURE MAY BE USED 'AHEM OCSIGAI SPEED 15 40 MPH OR LESS ON RUR4 HIGHWAYS AND 45 MPH OR LESS INAREA&RDEVETHELOPED UWANIGN & AR EXCEEDED STANDARD CG•7 IS REOURED. . rr --"` T_r b• w p m~D , < D D THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A mUld DEPTH 6 MAINTAXIM THIS AREA MAY SC CONCRETE AT THE OPTION OF THE CONTRACTOR ' COMBINATION 6" CURB & GUTTER 1Ds 502 VIRG"A DEPARTMENT OF TRANSPORTATION 20L03 TABLE OF QUANTITIES REINFORCING I�cm�1r mmplTm w■:I.II�s�II�Irr�IIwA�lo�sal�lo�11. 1 �11L�K"s ��' . � � YR'.ir:..I1 oaleia ===Kv=wm 11"Num1E�;1E©E =-'SRA''RrX-W- !! AIE7113i1 IRl1EBii iIIi i17ii >• c7MY-%t 3E1t�n 13�/.1•' ti>A .fit H a7WAKMMRliiZA=i m HAIIIIII1100>l��t�E iia�"�Ql�i3i5i��i�F51• imt=l�'!©�3iET#R'Lr���Til7E�7l�RTd.7E�� m7E�E'1fi�El �7i © pt tlri�H 1Hid�A�2[lHRmt,5m W-AW:t Nor-47loE1E'7tE�E>iE1,EitJ•�3iEf3iO�di�'� /F:'AIIl�IIFaII[�.•lE71 ��awtA�a�•sE�I�1��o��Qs���a»i�*i �c:�I�l�n�%:i�>rnll�>E��>Ea�Ir�rr��IQIrI��si%�I■�II;s l fwKmwxm l it3• HallurloHHHH€T'uvI..on i9 iCs=mrNmml A�F7t A� 7���4Fii�� is *lt A'i�i�lL37E�i�i �'1• wr�llt offZ111■+Raw^a�aFz�=�arra■1�r0}�;�ar'.cre��, I�r�ele��4 i i11�FF� ��I IIIFi•� sm amp amff-m ll�IeVRY:.�e �'_ aNr eRAI' wrem NOTES BARS :0 SANS F ARSE L DEPm OF M.ET a) TO BE SHOWN ON PLANS. T. tH4 X B` SMOOTH DOWELS AT MiMiOl111ATELY 15. TfeS AREA M11Y OE IARTNE6N WHICH CASE �s- 02 C-C TO BE PLACED N ALL AREAS ADJACENT Ili E AIND G T , WM W ILL APPLY ONLY io .ri3^ aAMETER OARS E • 2. THE -W ONENSION SHOWN ON THE STACtM TO IAOIN40 CONCRETE TO PRCVEW CURB AND CUTTER, WEEP WILE BATS B 40 SPEp �}pp ON THE TAT. BE SErnEAEHr. _ _ 1 FRONT ELEVATION IRIS F r• MEk EO FROY TIRE i�RT TIRE avtFALL 10. CONCRETE QUANTITIES p4lpt�oTIE ARE FOR DEPTH PIPE---- 1 tourTER REMovm, r/." S•O' PLiM17-°Rr'TweHE TN Cla MIE ASPNro 1xYAX'ETE d�l.Y 0 DRAM WAAETER CUTER .MOPE TO ISE ELOO�GE WIT"O 06P01) LACiO By PIPES MUST S. THE AMOUNT TO �d FOR ESTIMATNG PURPOSES AD THE ACTUAL 12"X12' PLASTIC FMAAOW/RE QOTH Y•' LESH OBTAIN TRUE OLL WrtES. FOR WAYS OF sX'/r Mt PLATE • SECTION B-8 oMENsRONs SE+M.L BE DETEawwa BY THE «+ oKVN.zEo srEa WPE. L.A.Iw WPE osFEAmrr OFrTHs Ao0 oR wBTRACr oat CONTRACTOR FROM rEtO CGNDLTONS- afNEtQt o,gQSS����M,IBCR 4 MESHI HADWARE CUBIC YARDS OF CGNCAEIE i EACH Foot ICI G10THt AHICHMOAED FTRK.Y TO ILIA OUTSIDE of DEPTH. 3, WHEN SPECIFIED ON tK PLANS THE SWEAT IS OF t/E STRUCTURE. R • TO BE SHAPED N ACCORDANCE enTN STANDARD 17. LEN07H OF ANGLE PON AS SHOWN ON SHEET I TYPE A HOST' OETAI, SHALL 8E USED WITH CG-3 i CG-7 STAfDAR05.-• `C •.• Lr/-Xr//��'7R': ts•f THE COST 0/ Fi/ IG MD p. ALL 9. ALL REINFORCING STEEL SNAL HAVE A MN. OF 2 TS TO BE L+tat- AT 4.10 LBS./F7_ GAL�AM7ED / MATERIALS .NGEEHTAL TO f4E SRMNC INTO A. OOVER OF 2 TYPE 8 NOSE DATA. SHALL BE USED WITH CC STANOANNS. ' TYPE A WAUOEO N THE 80 PRICE FOR THIE STRUCTURE. ALL STEEL TO BE CUT CLEAR OF O' 4 DENOTES LEHCYN OF ONE 40 BAR. TYPE B yr x Y STUD S1tEM GaIECTut WETELo CA.VAMZEO RATE FOR TYPE A TO BE BEM ON AN ANGLE OF OB13W TO MCIE IRON AT 2' C-C. M THE HIGH. THE !INERT a TEE OLtifALl ALL OPL?df105 BT 2". 19, ALL REINFORCING BARS TO BE•5. COMP{CTORS No IS 10 BE AICDR£0 WTR h• X 4" STUD S1EAR 4. PIPESTA C HIGHER TNAH THE BOTTOM ppFF TIIf NOSE DETAILS SittUCTIXE. THE INDENT OF TIE sTRUctuRE R. CAST-N PLACE CONCRETE t5 t0 BE CLASS AFL 20. 1YNFJH NLEr 16 USED N 4••0• HIAFDHN, BACK Of WELDED TO GENT PLATE AT 2' C•C. SHALL, BE SHA•CD ROTA CEAva 1 aMAR TO W IS t3000 ISO. PRECAST CUNT BETE 15 TO BE To BE SKMPE6 t0 COWORIA TO .PAVEMENT PREVENT STAONO OR POMM OF WATER 4000 PSL PROPOSED CURSIN THE STRUCILOC Tw COST OF rumeglIA10 a-3A ,�L 0.38 L 01_3C L XAWED PAVEMENT *0 RAM ALL MATiTBM$ INCIDENTAL 12. UNGTH OF SLOT (0 WILL. *4 EVERY CASE. BE 1 I ppCE fCR TIE TWRUBCETt.1RE.�0 N INE 00 SHOWN ON PLANS. I& C INLET IS C.ONSTAMICD IN ME" CUPS OR SSTEPS ARE 1'-'! ----"E•.-_-----` --.- z i E..l OR GREATER- OR =T &lfSEE IWTADA6fR17 SST-L OMITTED (SEE DETAIL). CUTTER IS TO 8E bi t..,lOW FLOv` I �,Q+I . •i....i.L .8. TH6 REM WY BE PRECAST ON CAST-N•PLACE. W STADARO NUELS wY BE 0ONS XfFO WIM b-i DETAIL WHEN USED DETAILS E BLOCKS N ACCORDANCE +wn+ TK 1-u oEr/4Ls SID1m oH1 srAtDARD ORAMfNC. a MB. FOAL USE ON CRAOfs ADJACENT TO CURB FOR USE N SAGS WITHOUT GUTTER OWN SIDES TO BE SYMI{iR+CK SNfET I OF 2 STANDARD CURB DROP INLETgumAllm 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 b4.09 VOCIIA DEPA" ENT OF TRANSPORTATION 302 SNeet 2 of 2 1 STANDARD CURB DROP INLET 12" - 30" PiPE: MAXIMUM DEPTH (H) - 8' 302 - VIRGrFA DEPARTMENT OF TRANSPORTATION 1040 STANDARD CURB DROP INLET.: VDOT D1-3A, 38, 3C NOT TO SCALE EC-2 I CENTER ROW MAY BE ANCHOR SLOT ELIMINATED WKIN SLOPE O I I IS LESS THAN 41 (TARP SOIL FIRMLY 1 \ e4 ' ' I SP MAY, 411 OR FLATTER JLNCTTW SLOT r..r 1 3'MAX.STEEPER THAN 4,1 T CHECK SLOT /� ANCHOR SLOT EDGE AD W JOINTS To TERMNAL FOAL BE OVERLAPPED 2- WN"AA. JOINT 2" MIA. IN. , 1 2' COMBr4E TARO NOW OF STAPLES TAP SOIL FIRL4.Y I i FROM EACH STRIP N LAP WITH I ALTERNATE SPACM-- TERMINAL FOLD -.t--f•+-r MAx. I 1 I YNaA01.E_i vAauaE_i ro � �' j 1 i I H N. FIRMLY SOL MILY TAMP SOIL FIRMLY It TARP SOL M 1 I , CHECK SLOT JUNCTION SLOT Notes- • �'• .-..t-fa. (r 70 r 1 APPROX9IATE 200 STAPLES REODR1Eo .�•- 1- TO 2-PW W X 225' ROLL - I' I 2. ANCHN SLOTS. JJNCION SLOTS AND �CYAR1 Eli. TO BE BURED 6" TO W JUNCTION SLOT 3.MA)r SPACING C-C (HECK SLorS x.10 SLOPE 42 OR LESS 50' SLOPE Ha 11 A TLVARMS Ir STEEPER TAM4SL GAGE WIRE 4. STAPLES FORMED FROM NO.8 TEEL PLAN VIEW CURE B' STAPLE )IMAM LEW IN STAPLING DIAGRAM FOR SANDY SOIL 8' STAPLE MINIMUM SOIL RETENTION MAT JUTE MESH LENGTH FOR OTHER SON. GENERAL NOTES: I.BAStS OF PAYWNT TO BE SQUARE YARDS OF PROTECTIVE COVERNG COMPLETE IN RACE. 3. JUTE MESH OR SOL RETENTION MAT N ACCORDANCE WITH TT£ SPECIFICATIONS PROTECTIVE COVERING IS TO BE LOCATED AS INDICATED ON THE PLANS W ACCOROA4M MAY BE USED AT THE OPTION OF THE CONTRACTOR. WITH THE DIE"SION' SPECFEO ON TYPICAL SECTION. 4. HPO7M1 CF MATERIAL, MAY VARY FROM I:yMl14 fXHEkSON BY INCREMENTS OF 2."T-TOP- STAPLES OR OTHER MANLIFACTUPER'S DESIGN APPROVED BY THE ENcrEER MAY 4 OR S FEET. M SUBSTOuTE0 FOR rW STAPLES SmOwt- S.fOR SOURCES OF APPROVED MATERNAL SCE V0075 APPROVED PROOlICiS LIST FOR STT. EC-2 MATERIAL. � F�ERMEAU PROTECTIVE COVERING INSTALLATION CRITERIA CE 244 1N.02 VPGdIA DEPARTMENT OF TRANSPORTATION 606 MXr•7 eDTEs, L THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO Be CLASS AS F CAST AI PLACE. 4000 P51 IF PRECAST. 3. COMBINATION CURB IL CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF C R18) SHILL BE PAID FOR AS RAOUL COMBINATION CURDOUTTERL 4. fOR lqE MTH ABWE9 OPEN•CRAOEO OIRNIACE LA THE BOTTOM OF' THE CUPS AND TAUT. BE CONSTRUCTEO PARALLEL TO TIE "..RIFE OF SUBBASE CC �tNo TO TIE DEPTH OF tHE 5- TM CURB MAY BE USED MTH My DESIGN SPEED BUT 6 REOwtO WHEN DES" SPEW 13 GREATER THAN 40 MPH ON MAX WWAYS MO 43 MPH N MVELOPED URBAN ♦ SUBURBAN AREA'S. PILL WREN 71iS 17NDAA0 IS i0 BE TIED NTO E705TYIG EARNER CURB. M TR/Fb)TION a 10 BE MYOE WIttM 1a CMW(E N 3TNWRDS YIOE AT REpA.AR OPENNm 7. WAEN COMBINATION MOUNTABLE CURB NO WATER IS USED, tw STAOAIO ENTRANCE CUTTERS OR STANDARD CONNECTION FOR SVW" WERSECTRONS ARE TO HAVE OE MOUNTABLE CURB OOIFIGtRIATION INCORPORATED. 2- R r f'•-� rr R RIP 4` rt D w b D• D D D 7- D D a •--_-••--•--•--•••_-•".••_ BOTTOM OP THE CURB AND -~ PARA.LOluhr SLOPE Of TTHIS HE OPTW AY It TIE=TATOR 7' ^-'•�•�'-""-'^• 2--0- T1156iME0 COMBINATION 4" CURB & GUPTER VRGIIA DEGMtMENT OF tRANSOORTATON 502 sa>J" REVISED ON 7/01 REVISED ON 3/03 REVISED ON I/04 REVISED ON 7/05 CG-12A ® 7- TIt1CRE SIa CG-3 OR 5 CG-7 a USED. B'-O` I 4 0- 4 OR C -02 12.1x MAX. 401 MALL -'� • ,, 2011 r SECTION A -A A • s ooWELs. a^ LONG ♦ Ir C-C 5'•0 0- s'-D" lol PE EN J-CONSTRUCTIt7vRt 'f•'' caNsrRucnoa .low. g� B SECTION• B-B 6• LII1W5 OF EXPOSED AtxR.EOATE SDEWKR 1 � 1MCCESSHBIE ROUTE 6 OEF140 AS A CONTINUOUS TANT PAI'Rf Cd�It[CTIICTALLL ACCEFIRMSSIBLE S OF A A TANGENT PLAN FACILITY THAT CAN BE MPROACM01TEFSD NO USED BY PERSON" WITH MOBILITY WARMENIS. NODES I d,. THIS CUM TO BE USED FOR 00H6TRUCTION THAT INCORPORATES DOER SOEWAY. LMONF (41E WIDER HyIReI4Atr a+ H7oe6#eA REGUMM AT TOP OF CURB RPM. INMIAM CURB RAM' LENGTH 8 FT. FOR NEW CONSTRUCTION. 6 FF. FOR e S RAMP FLOOR To BE CLASS IFS CONCRETE (CLASS 4.4 r PRECAST) WITH SLR RESISTANT NTECRK DETECTABLE WARIMR. SURFACE COVERI10 THE ENTM WIDTH of THE RMM FLOOR TRAM FLOOR MAY BE PRECAST OR CAST w PLACER. THE DETECTABLE TARNNG SHALL SC PROVIDED SY AN EXPOSED AOCAECATE F/♦AL RAM SHALL NOT EXCMD A MAMA SLOPE OF 1211, ,alaI6,4I /Ae�A SLOPM WES OF CURB RAP MAY BE POURED MOMOLITEeCAIY WITH RAW FLOOR OR BY toc pmts fBtE CoNsTRUCTOM "a "m REORMREO BARS. TYPICAL PL EWNT F RAP FLOOR 6 PRECAST. HOLES MUST BE FTUOVDfD FOR OOWEL BARS SO THAT AARONIG FLARED TYPICAL PLACEi4EN I AT INTERSECTION =Ks CAN BE CAM IN PLOW AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SMALL AT INTERSECTION BE CLASS A-4. WITHIN CROSSWALK WITHIN CROSSWALK RE�0 BARS am i0 BE NO, S x a PLAvw raxt R DES TO CDOCA ALOW BOTH SOF THE RAMP (WITH BUFFER STRIP) noon, a0•DEPr" of RAIN FLOOR. MtiAAM 1rtRMTE COVER %-- CR18 RAMS WU BE 1E16M NO PAD FOR At THE CONTRACT UNIT PRKt5 FOR HYORNRIC CEMENT COIIORETE 30MALIL NO Ex►OSED AtMOATC SOEWALK COWLETE•04-PLACE. LUfMICLJIIB MD CUTTER SLOPE TRNGITONS ADAICENT TO TO CURB RAPS ARE INCLUDED N PAYMENT FOR CtN IMURB NO CUTTER. WRFA USED N OOKO CUM WITH STANDARD CG-3 OR 00-7. THE CURB FACE ON INS STANDARD IS To NE ADJUSTED TO MATCH THE MOUNTABLE CURB AND COHMWRATOK CURS PAWS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED 8Y THE Lb 9ML i THEY Mc TO BE PROVOED AT INTERSECTIONS WNEREYTR AM ACCLKSABLE ROUTE ® WRT)M THE RIGHT OF WAY Or A HIGHWAY FACYJTV CROSSES A CURB AEOAROLESS OF WHETHER SPEW" IS E*STIC' PUOPOSED.OR NONEISM9, THEY MUST YE LOCATED YIITIMI PCOESTRtw CROSSWAYS AS SHORN ON PLANS OP UNM DIAGONAL VARIATION EWXWPNOAS OLL*W pCLLM HYDRANTD BY THE 0106CER, S, CROP INLE SHOIALD NOT ETC. BE LWU ALSO AFFECT POCATED K"NO hE FL*CEMENT. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 05 ......w veto" DEPARTLfXT OF TRANSPORTATION S x 0 NOTE I StME TO BE i N WRH MORTAR i A I DO NBEVEL �� OT i i i NOTES) L -W MAY 1E RECUCED 1oBTt "X' REACHES A MNM1M OF 4" WHERE ENDWALL ACT /ft DOVE FlIEOPE� d GTRSLOPE. dt 9104R.DER. LKIN NO CASE SHALL TOP OF T:tDMfKL 2, THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST of PLACE CONCRETE TO BE CLASS AS, FOR PRECAST SEE SHEET 02 4. THIS STANDARD TO BE USED TNTH STRMCHT CROSSINGS AND ALL SKEWS OrIO 45"). 5. fWAOMMMLLLTOBE MELED IN ALL ALL AREXCEPT W►EK A CONFLICT WITH AWES. EW-1 ENDWALL FOR CIRCULAR PIPE DIAMETER OF PPE CULVERT 12- 1S` W I 2r OR 24" 2r OR 3r 3r OR 3C• A a-6- a-b" a•Ir a-tR' r-w T-O' ¢ a-lr r•r T-r C T-41 r•7- T•9- r•r 2--6' r-s- 0 T-a' r-3' r-6" r•O" 1•r V-O IF 0'-6" Or-Ir a-W Otir W-0- a-V H 2,.r r-Ir 3'-r S•0" W-3' 4•-9" L I 4'-O" s•-o` C-O" a•-O' Wa-W tr-O" a-t/r a•Q'." 01-2- a-r/,- 0'-31/r 0`-3%. RE a•r a•r/.~ o-ri4" 0'-2' a•2'h- a•3- CUBIC YARDS OF CONCRETE CONC.PIPCI 0.241 1 D,492 10.6971 t.310 2A67 2.947 C,1A IPIPE a257 0•S21 a739 1 T.398 2t08 3.tt5 I•m c-+'I 8. CtA.��COCK TIS HE FLOW ENTERS THE THE 1LL.YAA.ITIETT I- NLET ETD OIL THE 7. HEADWALL AT THE OUTLET END Of THE CULVERT MAY BE EIDER SOVAiE EDGE OR BEVEL EDGE. & ON SHALLOW FIEL5 THERE ENOWA LS ARE t *OR LESS BELOW S HpRDER CLINE OP OF O DowALL SHALL BE CONSTRUCTED PARALLEL TO THE 9..y4^ LIHAFER MAY BE PWMCD ON ALL EOGLS AT MANUFACTURER'S OPTION. ET-lA I ENDWALL FOR ELLIPTICAL PIPE SIZE OF ELLPPTICA. PIPE CULVERT tSPA1 x RRSD 23"%W 30"x79 34"42r 38`024" 42-A27" 45"x29" Mrx3r 53'a34' A a-e" a-r 01-W a-U" a-Ir T-O" r•cr T-O- B 1-2" T-r r-8" T•8- r-r r-lO, v-ir Y-ir C r-8' r-Tr r-r 2'-4- r•S" 2'-7• 2'-Ir 7-9" 0 r-2' r-7' T-110• 2'-M r-S' 2'-5" r•Ir r-V' F or -a" a•ar a-ir a-9" Or-r a-9" a-r' a•r N r-10- v-3- 3'-7" 3•-9r 4••O• W-r 4•-3 4•-7- L Y•'S" 7•-r 8'•6" W-r l(r-r ta•7r S Y-Tr r-t r•WD' 3,2" 3'-8" 3'-r a'-r o a•2v7" a-s/.- a-s'/=` a-r a-4y, a-4Yr a-r G^-sYi' e a•r v-2'/i a-2�.^ 0'-3- a-31/i O-3is" 0'•4" a-4'/f CUIBIC YARDS OF CONCRETE COIICfME Q502 D BSd L438 L500 t811 2Ot 4 en 2 Tq1 SF` STANDARD ENDWALL FOR PIPE CULVERTS Toy 12"-36" CIRCULAR AND 23"x14"-53"x34" ELLIPTICAL PIPES see VPRGPN % DEPARTMEM OF TRA45PORTAMN � DETAIL IMIN. 11 1Ir►Nls, 0 f S i•� � �, � � •:ice �' r';: � fw`r� i 311 'fir^_•`-,`. AJ CEOTcxnz FABRIC ,1--"^s#a�! _ SECTION A -A OWSM THE CHANNEL WIDTH (W). 2- On ANY SECONDARY ROOM FWALLATION AfO~ /�+.. TO BE 04 ACCORDANCE WITH DETAIL 2 SHOWN ABDVE- 3. FAMC TO BE INSTALLED UNDER ALL EROSION COlPrmOL STOW IN .,,., _ r OF C11 CULVERT OR SPAN FOR BOX. ELLIPTICAL OF 5 xtsc lyplm SICTM S,"m ON PLANS ON TOR swESLoPE. BOTTOM WIDTH AND DEPTH MIN. THI ` ♦ CLASS 1 2' �� Im 0 0�011 NOME 0 m a1 U CV Q O N Eli N N y to U U co _ EM 0) C 06 a 04 0 J 0 h- L6 y ca LU 7Z3 I` ti 0 u. In 0i L L- � T �> + r.. In 0 L- 4- (1) c YIN L1.1 } n 0 z Muj d� O J0 U� -I (n 0 0 Q LL z:2 z Ld Y> h- U-) 11rLL 0 fz to 0 � W d R 0 CK CHECK DAM SILT FENCE CULVERT INLET CULVERT INLET SEDIMENT TRAP STRAW BALE BARRIER cRA VEL CURB INLET SEDIMENT PROTECTION STRAW BALE AA FIL 2 ACRES OR LESS OF DRAINAGE AREA:COWSSW_ _ TO ENDWAI2. / f 11 l I PREVENT PIPING ---••� �-�^'��� CLASS I RIP RAP I / �� / FILTERED RUNOFF It RUNOFF N RIPRAP ''r ter. y. �'/� HEADWALL. ,, ,;;;�.• 0_.�..,'" rMTER CLOTH A �_ ' TOE OF FILL CULVERT INVF1tT ` ( - o (OPTIONAL) �\ PIPE ( U W (DOWNSTREAM VIEW) VDOT #1 '/ / I i , i / PROPERLY INSTALLED STRAW BALE COARSE AGGREGATE 1 �. _ , ! 1 ► �E • '�� #5 (CROSS SECTION) o EMW FLOW AREA '---.- '� / 1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAW BALES. � } t= 0 1 � P�BESI0V�8Q1' • C.� TOE OF FILL • \ \ 1 LAM H� GRAVEL FILTER 12 WIRE MESH o STORAGE REQUIREMENTS EOUNALENi ! RUNOFF WATER TO THAT OF TEMPORARY SEDIMENT �, �q+� TRAP. STD. & SPEC. 3.13 �' '� - FILTERED WATER SILT FENCE ° ° DISTANCE 6 8' MM>fMUM IF ROW 67 C.Y./ACRE WET STORAGEr��- '�/y �'- c' ; : • !�` * d .::. :: 2-10 ACRES OF DRAINAGE AREA: � TWATD ��, ( aASE sT0"� PERSPECTIVE VIEW 1 87 C.Y./ACRE ORl STORAGE ` " r� f ^ ^ 4- ✓� s bF O LFLOW (BASE STONE 1i? TOP �� ./" / . ' • ." Z OF STONE BUM) PIPE INVERT NATURAL GROUND ��' PALM B, * 1 2 RIPRAP HEADWALLIT N►ID17i : as - _o :+: `;. OPTIONAL STONE COMBINA TION �-# - _ = - 3' SEDIMENT �III� O :" •. i -' �� ��� FILTER CLOTH AREAS TO BE DISTURBED (OPTIONAL) (CUT. FILLED. ETC.) GUTTEit (DOWNSTREAM VIEW) 1s' �W E1r CURB INLET 00 G� Q �� ROW' • • '� �I• NN Q VDOT #1 Z COARSE AGGREGATE FLAW _ CLASS I RIPRAP SPECIFIC APPLICATION y of VDOT #3, #357. OR #5 COARSE AGGREGATE FLOW�7 THIS METFIOD OF BUM PROTECTION IS APPLICABLE AT CURB INLETS � C1 � 4. EXCAVAL AND COMPACT THE WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT IXELY TO CAUSE N Q MAX SEDpAENT od'rH (cLFA1N a►T PDOM 3. WEDGE LOOSE STRAW BETWEEN BALES. EXCAVATED SOIL INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AT 1/2 VOLUME OF tYET STORAGE AREA •VDOT #3. #357. #5. #58 OR #57 COARSE AGGREGATE CLASS I RIPRAP AREAS` TO SILT LHORSESHOE ' � CLASS I RIPRAP EXPECTM ELEVATION CONSTRUCTION OF STRAW BALE BARRIER • GRAVEL SHALT. BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.20-1 SOURCE: ADAPTED from YDOT Skndm-d 9*6 and Ya DSWC PLATE. 3.08-1 SOURCE: NORTH CAROLINA SEDIMENT CONTROL COMMISSION PLATE. 3.08-2 SOURCE: VA. DSWC PLATE. 3.04-1 SOURCE: VA. DSWC PLATE 3.07-8 4% N 04 FCD STONE CONSTRUCT,ON ENTRANCE: VESQ 3,02-1 IP SILT FENCE CULVERT INLET PROTECTION: VESC 3.08-1 CULVERT INLET SEDIMENT TRAP: VESC 3.08--2 STRAW BALE. BARRIER: VESC 3.04-1, QRVEL CURB INUZ SEDIMENT FILTER;. VESC 3.07-6 NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE Od CONSTRUCTION OF A SILT FENCE BLOCK AND GRAVEL DROP INLET BLOCK & GRAVEL CURB INLET PIPE OUTLET CONDITIONS N STONE CONSTRUCTION ENTRANCE (WITH WIRE SUPPORT 1. SET POSTS AND EXCAVATE A 4 X4' 2. STAPLE WIRE FENCING TO THE POSTS. SEDIMENT FIL TER SEDIMENT FIL TER A A a C .= ro) m > N qt TRENCH UPSLOPE ALONG THE LINE 06 a U V O 70' MN. EXISTING OF POSTS. CURB INLET A 3, PAVElAENT WIRE SCREEN CONCRETE BLOCK 4'' 00 W o Cj O EATER CLOTH 6' MIN. A MOUNTABLE BER4 Ln to PIPE OUTLET TO FLAT r LL SIDE ELEVATION - __� NO DSPINED EXISTING cxLaJNo *A PLAN VIEWui 70' MN. IIII{ B WASHRACK 10' MN. / _ '1 8 (� ; - -- V) AQFLOWIII III 12' MN. 10'EXISTING FLOW �WIRE SCREEN •, CONCRETE BLOCK d c �j PAVEMENT 4' - `"� ' GRAVEL FILTER ------"'""" `'� -�-----'� ]§�M - - - O L - - - --7 SECTION A -A Fn= CWM W IN W-W. MvDKMMKD FOR aNTM PZmLar11R 3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE GRAVEL FILTER VDOT #1 I ?� POSITIVE DRAINAGE 10' MIN. FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL M COURSE AGGREGATE B TO SEDIMENT WIRE SCREEN TRAPPING DEVICE � FILTERED WATER W NT�MQi11 OVERFLOW FILTERED WATER A � 0. LLl I OVERFlow SEDIMENT A ado (MIN.) wry • MUST DCTEND Full WIDTH � \ Of INGRESS AND EGRESS PLAN VIE }� OPERATION G RUNOFF _ - IL �v.�r-v "" i Via. d / WATER �. 12' L w. / SEDIMENT WITH! O 3' MINY •`n> I I " •' sue' �+ PIPE OUTLET TO WEIR, `'��\ IIII ``�`' II 3` MIN. / e=' �JA SEDIMENT - ,:i DEFINED CHANNEL - �, �. PLAN VIEW j W WIRE SCREEN �• '• • FILTER CLOTH WOOD STU /, - / - 4" D a SECTION A -A FLOW � smIM2' X ENT _ CURB INLET L � 0 s'-r III =III I" SPECIFIC APPLICATION -Y4 :;y,'- : � ,;' ..:' : � Y : .r; • ' �r SPECIAL APPLICATION Z EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. d :?;. �';c •• •: .}• �•. ,.• .�' THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT L7 •.,• • • - " • ;�•�: fir.` •`� •: ,: �••' �; •: . "�• HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW SECTION A -A � Z FILTER FABRIC CLOTH Last III a'-9': RECOUN IDED M MCI= t�TaH CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY Pam Q Z AROUND THE STRUCTURE. NOTss: 1. APRON UNING MAY BE RIPRAP. GROUTBD RIPRAP, GABTON TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. RABIKH2. La BI T, OR CONCRETE. j of zM RiPRAP APxON As CAICDteTgD .J REINFORM CONCRETE DRAIN SPACE III I a¢� WIRE I USING PLAM 318-3 AND DOT #3, #57 3. 3.R, 18-4. W SECTION B-B _ • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. • GRAVEL SHALL BE V3OR #5 COARSE AGGREGATE 4 - 1 STONE DIANXTIBUT Nor U J ted from Inch la m of St my and Wit filter BmTiers_for 3edmient P Control AS. 3.05-1 : Va. DSWC Plate 3.18-1 SOURCE: ADJIPTEO from iQ�.YarrlNxd SiarldaTds for $od 9-yowl and SedrtMnt Collbol, CA Va DSrfC Pbte 3.02-1 SOURCE SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PLATE 3.07-8 Source .... cn Q C@ CONSTRUCTION ENTRANCE: VESC 3,92-1 Q SILT FENCE WITH WIRE SUPPORT: VESC 3.05--1 IP INLET PROTECTION FOR DROP INLET: VESC 3,07-3 IP INLET PROTECTION FOR CURB INLET: VES-C 3.07-8 Q� ,PILE OUTLET CONDITIONS; VESC 3.18-1 � NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 FENCING AND ARMORING w Z to DRIP LINE W Q0 SNOW FENCE 0 L! j Li > o BOARD FENCE Z O CORD FENCE 0 0 PLASTIC FENCE U CORRECT METHODS OF TREE FENCING 0 Z 0:� Z Z� o� I I �,�-- W 0 I1'VI/1 z �� W = v a cn LO r� p 00 CORRECT TRUNK ARMORING ,rj ) w o �z 0) TRIANGULAR BOARD FENCE Q CD Q _-i "' StSRW{Z&:V'h?'6 TIC P"PtA1IP3.738-2 w � Q LL cn • QW wQ = 0 ® FENCING AND ARMORING: VESC 3.38 z - Y NOT TO SCALE w Q� 0:: i-- z U) N PROVIDE HANDICAP RAMP IN SIDEWALK WHERE INDICATED. PAVEMENT GRASS ISLAND PAVEMENT PARKING WIDTH VARIES PARKING _,_.. BACK OF SIDEWALK INLINE DRAIN GRASS ISLAND SECTION NOT TO SCALE "-6° 21-B 1.5' SM-12.5A MUG TRAIL SECTION WALKINGZ BIKING TRAIL NOT TO SCALE 50 CONCRETE 2" STONE BASE PROPOSED /1 NOT TO SCALE 1 FT. SHOULDER 1":1FT �z SM12.5A -8" VDOT 21B i- WELL COMPACTED SUBGRADE STANDARD PAVEMENT SECTION NOT TO SCALE 1.5" SM12.5A //3" BM25.0 "� 8" VDOT 21 B i-- WELL COMPACTED SUBGRADE HEAVY PAVEMENT SECTION NOT TO SCALE 11. "max. Minimum 0' x 6" anchored into pavement with #4 rebor. Length = 2e . CUM N19- DETAIL general backfill . w 24' select backfill 6' All backfill to be compacted to 95% of ASTM D698 maximum density. stone 6' STANDARD genera! backfill — general backfill 8. - concrete — — - - 24' select 24' select backfill backfill stone 1/2 O.D. 1/2 O.D. concrete L6' stone L6' CONCRETE CRADLE CONCRETE ARCH general backfill 24' select backfill Y •. concrete 61 CONCRETE ENCASEMENT TRENCH & BEDDING -1- SEP 05 FACE OF BUILDING 01 21 I PAINTED HANDICAP SYMBOL m (� 2' PAINTED STRIPES Lk POST MOUNTED HANDICAP PARKING SIGN AS APPLICABLE AT EACH SPACE. I 8' MIN. 8' MIN. 8' MINIMUM AT SINGLE SPACE 5' MINIMUM AT MULTIPLE SPACES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ADA CRITERIA. SCALE: 1/4" = 1'-0" r.ln nr- 4" WIDE PAINTED STRIPE TYPICAL PARKING SPACE (PERPENDICULAR) NOT TO SCALE SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL RDNFORCEIM BARS ALL FIXTURES TO BE SHIELDED %3 STEEL RENFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-C D.C. OFF SITE Wff POLE TO BE GALVANIZED STEEL. PLAN WITf! TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. I' TOOLED EDGES HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF S-0' _ CURB GRADE W GALVANIZED GROUND ROD. BOND TO POLE. R 13 STEEL REINFORCEMENT -- TIES 0 1'-6' O.C. 14 STEEL REINFORCEMENT - BARS i NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-B' 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6' BELOW GRADE TO PANEL _ NOTE. ALL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT 1' —8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL i I 1 �I �Il:ll UTHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' ago LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT ASABLE FROM OFF -SITE. OR AS APPROVED EQUAL AS DETERMINED BY DEVELOPER ADJUST PAVEMENT GRADES TO PROVIDE 2% MAXIMUM GRADE AT RAMP LANDING. -.ik- - g roan aL tm ism roR rY r rood Wt— IrOKCONCFM eawaiai,im a ratir� Owa� o SECTION A + w � waoe b.1f AM ease PLAN VIEW te.e FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 14 L!I= N (Ffl{ NQER wL7ilE zr tw sir rows w Q n n ez tri n a � � Z o Ca O Q � N w f2 a-- w 0 0 Z a O U w a X W a w a 0 z N p m U 0 N U Q o O w (0 N U 2C a Zi C) CLO U V N O .r N U W v t� u C r` Ce C }- U. (Z N L L- 0 L � S� to O a� C M .& a. W w J t— Z W ►— �W QU 0.Z Z � 0 _� o mry _ J L.. > W I 2 aW �� 9=1 < D II- Z 0 fn 3: Lj �' Q 1" < "' 0-� OZ �z Z� oD Q w0 �- W 0 o w = 0 o � la US ® L 1 O , a� w t,•, o Z -1Ld Q p ��/� VJ ® T �U /� VI tL Z Z Y to W <( Q W GQ C = O L. j � I-- _ to K) finished grade Valvco, Inc. AN Fig. No. 71Bo8 Q�0 with lid marked "SEWER' bottom section - of box sanitary sewer main SDR 21 wy\ "-45° SDR 21 concrete skid pad 18" dia. x 6" deep 4' stone Panella Model PA4SV-CSK (41 cast iron cleanout cap with brass plug having a countersunk square head SDR 21 - cleanout pipe brick base SDR 21 45' bend 6" stone bedding SEWER CLEANOUT _19- SEP 05 concrete pad 1'-B' dia. x 6' deep 4' s screw type adjustable valve box location marker joint restraints :tt :fir. ..................... ...... stone 18, to 24' - —� finished grade 48' min. valve restrained to main 8"x 8"x 16" solid block (for valves 12' and larger) Note: this detail is also used for butterfly valves GATE VALVE -9- finished grade .,.I 6' dia. schedule 40 steel ,/'. i! pipe filled with concrete : !r 3' =,rr and painted yellow P Y square skid pad 6"thick , around manhole frame in finished fi jf T 2' dev eoped aeas l grade adjustment rings (li"max.) 35" max. 18' dia concrete 1 314" concrete anchor d encasement :, /� 3' boas (4 each) • . concrete ASTMG-150 BOLLARD DETAIL 4000 psi waterproof coating 12" or 16" (typ.) as required finished grade 2" min. - 6' max. stone to be minimum of 6" above top of base stone pad 1'-6' dia. x 6" deep stone screw type adjustable valve box locator marker mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY _10- SEP 05 joints are to be sealed with "O" ring gasket top of manhole at grade in pavement areas unless otherwise directed (top shalt be set 24' min. above grade in undeveloped areas) 3/4" x 2' butyl joint sealant evetoped areas I• finished 4 grade 1 1" nominal size butyl joint „ . • sealant applied between joints and on exterior side of joints SEP 05 5" • — pipe to manhole connection to be X by flexible sleeve invert channel to provide a , smooth transition in to out, 3'-0' min. for all connections ' .y 2'-0" max _ 4' 0" max. precast invert or grout :a := ° c c.. " �' `. ' top of bench to be bottom to form channel 1 '�- ' ; Y + Y D!2 = ^�$• -'^ : same elevation as top a y >i . .:r„ .+:�; xz>' 'e .. •. 6„ of pipe -,r. • d i ni:r::i::::::r:::::::rt:::r:::r:r 6' bedd ng stone 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 I 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. SMALL SIDE 10111T RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT pyi, DIP 6' 8" 10' 12" 6- 8" 10' 12- 6. -- 40 60 60 - 20 40 40 8" -- -- 40 60 __. -- 20 40 10' -- -- - - 40 -- -- --- 20 REDUCER L — Wd P' L 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' 12" 6' 8 10' 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- DOWN BEND DEPTH 4 MIN. Ld DOWN BEND RESTRAINED LENGTH finished Lu Vertical offsets contain down and up bends. o On down bends, one joint faces horizontal and the 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 joint that falls within the recommended length on each side of the fitting shall be restrained (Ld, Lu). SEP 05 UP BEND DEPTH UP BEND RESTRAINED LENGTH Lu RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN. 5-12 FT 4 FT. MIN. 5-12 FT. 1 SZE PE DEGREE F 81=tvOS Gt1tSf. Lu U� 0 SIZE .Pt" flEGR� OF B1P,QS 8`f lrl (DOWN) a P �u U 6' PVCIDIP 45, 22.5 & 11.25 20 20 f0' PVC 22.5 & 17.25 20 20 8' PVC 445 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.2.5 20 20 12" PVC101P 45 -10 20 8" DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 1115 20 20 10" PVC 45 40 20 12" DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS -4- 3OF3 SEP 05 In addition to restraining each joint of the tee, (1) any joint Lb 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) 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 5 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TcE PVC DIP r X, b 1-r 1-b 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 t2 X 8 20 20 20 20 TEE, CROSS, WYE v 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 AGREE 6" 8" 10" f2" 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 20 20 20 20 20 20 20 1f.25 20 20 2D 20 20 20 2.0 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 VBHH77-f 5BHG11-77 2" custom setter (meter by FCSA) cast in place access standard flat top door, centered in for 4' diameter top (see note 1) manhole varies at property line 2' max. finished (see note 2) grade skid pad roadway box 3' riser section for 4' T CTS polyethylene 27" diameter manhole tubing (PET) 200 psi with cutouts w/ SS inserts at all 45 connections 3' min.---] ftl, J_� --A Q - - LF�7 Is I saddle with 2" min. ZI corporation stop >.:'�_'"<'� ;� : r:;s cr : �ti�,. 4•.:i>r. ,c water main �' 6' stone beddi solid support blocks n9 under custom setter 12 gauge insulated copper ball valve curb stop with PJ wire for line tracing, taped C14.44 w/ SS inserts (CTS) both ends [�-� at 10 foot intervals and MIP plastic plug w/ SS inserts); with 2" gate valve operating nut NOTES: 1. Access door shall be by Halliday Products or our approved equal: a a) in non -traffic area - model no. S1 R3030 b) in traffic area - model no. H1 R2424 8' 2. se crossing Water t r service crossi street: r i a Encased in 6` diameter SCH 40 PVC o SDR 21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge insulated copper wire (for fine tracing) from Corp. stop to into the meter box ( wrap wire around (typicaq core. 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). 1 1/2" and 2" METER INSTALLATION -s- SEP 05 million million N U) O 4) U o CV M 'C =3 .p Q V to o N CA a I tV t±l p (a >. Q _0 `Y' M c > N "T p U >r J D"' 4) CO (LO j tD rD N LU to tt� C: r__ C: LL L O M 3: M 9` (n 4.0 tQ � CL w W 1— W Q 0.Z z� Off_ �5V) LJLL �o p Z Lt,J z w I.. (~n =}.W �Q — U 0 Z Iz z Z� o� Q w O WO �o LLJ =0 0 V) a L L0 0 w LLI 0 r- O c� > LIJ ,�, _J z �r V) I o (n Z Z to W Q LLIQ =�0 N LLt Q [ _ (n e- Section 2721 Engineered Surface Drainage Products GENERAL. PVC surface drainage Inlets shag include the drain basin type as Indicated on the contract drawing and referenced within the contract specifications. The ductile Iron grates (12" and 16' frames are cast iron) for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be fumished by the same manufacturer. The surface drainage Inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc or prior approved equal. MATERIALS The drain basins required for this contract shall be manufactured from PVC pipe stock, utilizing a themes-mokling process to reform the pipe stock to the specified configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertigM connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for i9ints for drain Wd sewerptgg5c pipe using flexible etastomeric sea!&. The pipe beg spigot shall be joined to the main body of the drain basin or catch basin. The pipe stock used to manufacture the main body and pipe stubs of the surface drainage inlets shag meet the mechanical property requirements for fabricated fittings as described by ASTM D3034. Standard for Sewer PVC ripe arhd FitBngs: ASTM F1336, Standard for PVC Gasketed Sewer Fittings. The grates famished for all surface drainage inlets shall be ductile iron grates for sizes 8% 10', 12',15,1 W, 24' and 30' (12' and 15' frames are cast iron) shall be made specifically for each basin so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet Grates for drain basins shall be capable or supporting W25 wheel loading for heavy-duty traffic or 1,4-10 loading for pedestrian traffic. 12' and 15' grates will be hinged to the frame using pints. Metal used in the manufacture of the castings shalt conform to ASTM A536 cfrade 70-SMS for ductile iron and ASTM A-48-83 class 30B for 12' and 15' cast iron frames. Grates shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be installed using corverbonal ReAble pipe baddfill materials slid procedures. The backfill material shall be crushed stone or other granular material meeting ft requirements of class 1 or 2 material as defined In ASTM D2321. The surface drainage inlets shall be bedded and back -filled uniformty in accordance with ASTM D2321. The drain basin body will be art at the time of the final grade so as to maintain a one piece, leakproof strucbme. No brick, stone or concrete block will be used to set the grate to the final grade height For H-25 Load rated installations, an W to 10' thick concrete ring will be poured under the grate and frame as recommended by details provided from the manufacturer. 8 in Custom Basin Adapter Sae Minimum Angle Between Adapters ,C'. 4" 706 760 4" - 8" 100° 6" - 6" 90r° 6"-8" 11 s° 1650 10 in Custom Basin Adapter Size Minimum Angle Between Adapters 4"-4 54' 4"-VI 700 4" - 9" 80° 4" -10" 9r 6" - 6" 750 6" -10" 1050 9" - 9" 906 1150 1V-10" ism 18" DRAIN BASIN ^VCTIL E IRON FRAME ND GRATE INLETAND OUTLET ADAPTERS AVAILABLE 4' THRU 18' rJCTTEIRINVASM ORAMaaY Gl NAT�1 MPR0ARYRHMTHEFiECHT WPNAOAO MPRKTOOESNOITOWER DATE 100R XVS�OFTWOOBIGOR F�U*d*T"MMNSVIN O8t APPOSY CA& PROJECFNOJKW PRITORAYMWIION TTIL E ORMhNUFACTUNEOFAW FwTwot5C1ownrO OAm ""m MWDAM SECTION IM r-WSVECOKATIONS PT BYSPEc" WRInBI YLOPU,.ST. IDIMME A I SCALE 11 EAST 10F1 IMM n0141001 REV C 12 in Basin Adapter Size Minimum Angie Between Adapters 4" - 4" 500 550 4" - 8" $60 W.. 1101. 760 4" -12" 860 6.. 6" 660 6" - 8" 760 6"-10" er S" - IT, 9s° 9" - 8" 8SY° 8" -10" 88• 8" -12" 102° 10" -10" 90° 10"- ir 115° 12" -12" 150° 15 in Basin Adapter Size Minimum Angle Between Adapters 4"-4" 420 4" - 6" 470 4" - 8" 560 IC-10" 620 4"- 12" 700 4" -15" 800 6" - 6" 55° 6" - 9" 631, 0" -10" 700 6--12- 760 6" - Is" 860 8" - 0" 700 8" -10" 760 8" -12" sr 8" -15" 950 10" -10" or 10" -12" as* IV-15" 103° 12" -12" W 12"-16" 11r Is" -15" 1506 10SESSIJB*UMAT1ERNW" M&WMRY CA NATe'MAL S1"VEROIMkAVE ETARYTbOESP (/�'� N0FT T00fWM N Of TF.G PPJNr DOESNOT CONFHt PATE tlt•IROC �1a51 1712itJ �WIATX7NSHOWNN9tFW APPOBY CA PROJECTNOJWMIIE rrEa�ttde� 1OFMPFWTORANYNFORMA"M RM OR MANWAMM OF ANY DRANRABN/OM PRITORAN TRLE TVAMATIREDISMOMTOOnM DATE WtW ROADiNGH1WY90MICTURE r-1sMN111111MANGLEEETYlEENADAPTERS PO�rBYSPEC�f'C WR!lTEN OMNYLOPLAST. JOWOWE A I SCALE t1 OHM 1QF1 OWGNQ ?W41Wt2 REV E 2818AG _X I VARKILE INVERT HEIGHT VAR OW TYPES OF OUTLETS WITH WATERTtGli f ADAPTERS I — FOR; ADS N-12 SDR-35 SEWER SCHEDULE 40 DINV GORRUGATEG t-vc M88ED PVC 24" DRAIN BASIN 2824AG� _X --� -- LallME IMN FRWE AND GRATE INLETANDOMET VARIABLE INVERT 24" ADAPTERS AVAILABLE }BLE IN 4'THRU i f J VARIOUS TYPES OF OUTLETS VM WATERTIGHT ADAPTERS — FOR ADD; N-12 SOP-35 SEWER SCHEDULE 40 DWV t ORRUGATED PVC RIBBED PVC hu •— — 19' I I i VAPJABLEO'i BALL 11) ADAPTERS CAN BE, HMGHT'I2) MOUNTED CAN ANY14NGLE01 Tf?354°". TQ DMR. MINE MWIMUM AN GLE tli 'M'EI;N V)MA)()MM, ADAPTERS SE,E DRAWItf(i RECOMMENDED NO.7MI-110.013. QVERAI.L HEW 6' Mitt 10 z4' 1 3,04* Y11WRE0l9W1 *011 Hi`IGHT1a) a" x4' MOUNTED ON ANYANGLE 011 f T T0359 TODET MiMMUMANGLE BE[i+4EENV '(2)MAYJMtAf ADAPTERSSEEURANNG RECOMMENDED NO:7d01=11B043.. OVERALL HELGK 6' IAtk 1C' MA"ai DRAM BY AM MATMAL 2MV1510 LAVIE mFau' fit I 01POWICAMN )TCOW)L0,xslci K DATE tMf =�YAW rIl1LNT110fiZfitlM krdfLNATHki APPOBY CIA MWECENOSUAIE MAw �t1t(4giilYtdM ;ruts 7FTLF FS TO 84111 tMllGDO DRANIAfIIr 1Ilfi4i'r>EEt4N0ETlIL3 iMYP817F A DCJ411{ t9?1 6TirAT itlff OW4N0, rdlT•11id4t. ABV *JI 12" DRAIN BASIN 2812AGL X OtcnLE IRON GRATE WICASTIRONFRIWE INLET AND OUTLET ADAPTERS AVAILABLE rTHRut2' — VARIOUS TYPES OF OUTI.M NTH WATERTIGHT ADAPTERS FOR: MSN-12 SO R35 SEWER SC IMULF-40 DWAr CORRUGATED PVC ROBED PVC t7 3-V VARIABiE INVERT VAKABLEOVERAU. Naafi HVW -M tr 1 •RE00M IEN1ED 4'-12' OUFRMLHOWIV 6•MIN. 15" DRAiN BASIN 2815AG X DUCTILE IRON GRATE WICAST IRON FRAME INLET AND OUTLET ADAPTERSAVAILABLE rTfIT IV VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR ADS N-12 SM35 SEINER SCHEDULE40DYN CORRUGATED PVC RiMIMPVC 2499CGS 12' -3W DRAIN BASIN 15' 3,63' �— VArttW iN+ERT END 6' MIR oVERALLt+eafrlG• a'-15' -(1) ADAPTEM CAN BE V=NTEDONANY ANGLE 0'TO3591.TOD MIN1111Il1MANGLE BETWEEN ADAPTERS SEE DRAWING NO.7WI-110-012 '(1) ADAPTERSCAIN BE MOUNTED ON AW ANGLE aTO 3W TO DETERNM MINlt4i161ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 70 4140f2. MRMDiSC1.06ESSUBJECTMATTERIMV6" DRAWN BY AWA MATERIAL 3MVEtONAAVE IPIMTK3PROPPETARVFWKM THE RECEPT OSSEM8ONOFTlM6PWDOESM0TCONFat, WKORL1OE ETHEUSEOFTHEDeMmoR DATE tU1UDOD ��� i�T�sl l� FAX(rMOU4 N WA INFDrUMTpN SHOWN HOM APPO RY CdA PROJECT NOALAN i ��]i � t0 WYMOFTTLSPRWORANYMFORMATION mIE rAMNiDEM1,ORMAKWACnftOFNH DRAM "M MEHERITM FOR TTEOISCIOSIIRE TO OTHM GATE 1tAU600 12 i16'DESIGNDETALS ADDDFN, EXCEPT W(VMiF , WwTrA LIS510NFROM NYLOPLASr, VM UM A SCALE I-JM OW 1OF1 MNO. rOmtloiT6 REV e SMNE OR GRAVEL MATERIAL CLASS 1 OR 2 AS SPECIFIED 01 ASTM D2321. NWILL MATERIA stU LL OE RACED UNIFORMLY IN 12' LIFTS AND COMPACTED T090-95%DENSM. 12" - 30" INLINE DRAIN STONE OR GRAVEL MATERIAL MEETING CLASS 1 OR 2 AS SPECIFIED iN ASTM D2321. BACKFILL MATERIAL SHALL BE PLACED UNFORMLYIN Ir LIFTS AND COMPACTED T090-99%DENSrrr. W6fSSUWE9FWTTFA1NWtM H ORMOM KY CA MATERIAL 3MVEROMAVE PFAMTANFMCAMIN ROESN OFTMIIN MMEK ICB16ETKUMOMEDESIGNOR DATE btE6t "� FAX OMIUSM ��� RMATDNWOWINW'£N APPDBY can PROWNOMNIE a/ OFTRiSPFOKTORANYOA"ORMATICN TnS EN,*RUV UFACTIREOFNIY MFORTHEDI£CLOSURETO DATE 22M DRABLUAgMllrll£pRApl 1201-361NO P.DNOMTRAFTTCMSrAUA710N %CFPT MY S9EM C WRrTTEN MINYLOPIAST. OWGSm A DGALF 1.'r0E ENEET 1OF1 IMSM TOOL-11G411 REV A 249.9GOC GRATE 0.24:75 �-- FFtA?.tE02830 :STANDARD APPROX DRAINAREA=194.60SQi1N, 147 APPROX.WEIGHT NTH FRbf11E 124-00.LBS_ NYLOPLaAST M CRATEWOOVERS PEDESTRIAN GRATE-11LS H-1011 dUALItY: MATEIMS SHALL CO PP6 GRADE;7090J05 . MATERIAL; AUCTU IRON PAINT CASTINGS ARE FURNISH LOCKINO DEVVE WiASLIE off PRICE INCLUDES FRAW 8 GRA COVER024,75 Z4Wr,7P l FfuAlvs�z8.5o 3.04 �r SOLID APPRO X WEIGHT. NN FRAME - f3S 00 LBS<'47 WATE024,15 A6 p I;RAME028,9D -PEDESTRIAN AFPROX.:DRAIN ARIA-'i691DSd ;ik ' APPROX. WE)GL WIiH FRAME,'99ar019S 6L7EOFOMNI►OMETSRE 2MT$OFAMEMOMQ1 IUTY ACT ASSTATEDINFEtIERALREGIVMRPARTfig,09�AR tENf()# lSiif 28t T2 PART 36-NONDISC2ilAINATION ON 'HE BASISOF DSABtiM BYPUWG ACCOMMODATIONS AND iN CitAit RCfAI. FACILIiIE$; FINAL RULE. SRb'rMfER, IdATE tt°Af91► tA1G116 m" iH§Of�IG'NOR- 31Efd APM#1 Irlm tRbX0714Ot1ANN1 WINRJALItTION ras [,rAaI r ksstErtxnT OVJRETNIOTH3i$ GATE 1!1AI19M 4l88TT�1 DVVO WE A MCAAE Y:" &M t cif I rluugrAailaueel�nest+•w 70dt•ttOCd1 REV- d. WHEN ARE INLINE DRAINS USED? 2708AG_ X EXISTING LINE Y USE OF A RISER ANINUNE DRAIN CAN BE USED TO D ENTER TEE 2710AG_ X 2712AG X 2715AG X RISER 2718AG X 2724AG X — - 2730AG X TEE TYPICAL INSTALLATIONS DRAIN BASIN KLINE DRAIN TYPICAL INSTALLATION OF NYI.OPtAST DRAIN BASIN AND "E DRAIN VARIABLE ELEVATION WHEN ARE DRAIN BASINS USED? 1: CHANGE ELEVATION zsos AG_. X 281C AG_ X 2812 AG_ X I 2816 AG_ X 2818_ AG X 2824 AG ...X 2830 AG_-"X AVAILABLE IN SIZES 8' THROUGH W. ADAPT TO PIPE SIZES r THROUGH W. 3' TO Or EXTENSION 2908AG 2910AG 2912AG 2915AG 2918AG 2924AG 2930AG 10' INLINE WATERTIGHT ADAPTERS AVAILABLE FOR ALL. PLASTIC PIPING SYSTEMS THE "E DRAM CAN BE USED AT THE BEGINNING OF A DRAM LINE 2 CHANGE D14MIETER 3: CHANGE PIPE IT DRAIN BASIN INLETAAAPTEIiZ CAN BE PUT ON ANYANGLE 4: CHANGE DIRECTION fX TWGATED 15' 10' FOLYPIPE WOW A$ I I sMoorHWALL PVC ANTD=LOSESSUBWVAT1ER1NWK1W DRAWNGY AWA INATERIN- uw"MPRWR0ARYR&MTHEKC8PT SSE; 0N0FiMPfWDOESNDTdAt1EER, DATE jakG6 _, -f_ ■� TiTLE OA1FACRMOPANY DATE Ivim DRAINtkl6MiMUlEDRAM r-:NrrmCAD1I$rA11AT11ONOP110NS hE DOCi OSURETO SPE EWRRraf AST. OWOSLTE A I SCALE 1:0 SHEET i0Ft JOWGRO. 7009.0"a REV R FIELD GLUE JOINT 3' TO 48'1 I 4' ON BODY SIZES 12' - 24' 6' ON BODY SIZE 30' HELD GLUE JOINT r TO 48' EXTENSIONM6 fk=f=1 I 3' ON BODY SIZES 6' & 10 NATTERMVMtli JORAWNHY WA E rr&TWRECM Of %THETHE DI:a7hG/I 0R DATE ISSW 00 FIELD GLUE JOINT 4' ON BODY SIZES 17 - 24' a; ON BODY SIZE 30' DRAM&l1MJOURMMLET TM DATE US" EAIM OKWORM1 r.1o•tols!l1EXTE1tElatl MG SIDE A =ALE N79 SWET 10F 1 OWGNO. 700"Um REV B II I i DO OZ W ZQ in J Q N N Q � W W C/) >-- W Q C) Q.Z c�( Q L Wajo U A I �rill OQW 7- LU = Z 0� C �� a Z fz z Z� �� Q LLI C'1 tj:�Zo I n W o �U rZ W �_. Li.l O Lij Q M am) W M in o `� C� fin 'Q _J LL. z� z� �� w i QWQ =LAJ Q Section 2722 Engineered Surface Drainage Products GENERAL PVC surface drainage inlets shall be of the inline drain type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron grates (12' and 15" frames are cast iron) for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal. MATERIALS The inline drain required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the furnished configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified pipe system. This joint tightness shall conform to ASTM D3212 for ioints for drain and sewer Mastic pipe using flexible elastomeric seats. The pipe bell spigot shall be joined to the inline drain body by use of a swage mechanical joint The pipe stock used to manufacture the inline drain body and pipe bell spigot of the surface drainage inlets shall meet the mechanical property requirements for fabricated fittings as described by ASTM D3034, Standard for Sewer PVC Pipe and Fittings• ASTM F1336 Standard for PVC Gasketed Sewer Fittings. The grates fumished for all surface drainage inlets shall be ductile iron grates for sizes T. 10", 12", 15% 18", 24" and 30" (12" and 15' frames are cast iron) shall be made specifically for each fitfing so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet Grates for inline drains shall be capable of supporting H-25 wheel loading for heavy-duty traffic or H-10 loading for pedestrian traffic. 12" and 15" will be hinged to the frame using pins. Metal used in the manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron and ASTM A48-83 Class 30B for 12' and 15" cast-iron frames. Grates shall be provided painted black. INSTALLATION The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be crushed stone or other granular material meeting the requirements of class 1 or 2 material as defined in ASTM D2321. The surface drainage inlets shall be bedded and back -filled uniformly in accordance with ASTM D2321. For H-25 toad rated installations, an 8" to 10" thick concrete ring will be poured under the grate and frame as recommended by details provided to the manufacturer. RINY04N ORAWNSY CJA TNTERNL 31MVEROMAVE o EDEMNOR N APPOBY CJA PAOIECTNDXAME it -�00-� Tnu iAl1�J OFANyl!$ MEEETb l4 DATE 1TINit00 T✓t makmsEct10N= r-WSPIECIMAY1011S MEN DAYD•Ei'D? A EtJUE 1:1 SHEET 10F1 OWON0. Tp0i1MF009 REV C WHEN ARE INLINE DRAINS USED? 2708AG_ X THE WINE DRAIN CAN BE USED TO ENTER AN EXISTING LINE BY USE OF A RISER AND A TEE 2710AG_ _X 2712AG_ X 2715AG _X RISER 2718AG _X 2724AG X 2730AG _X TEE TYPICAL INSTALLATIONSDRA�N INUNL DRAIN TYPICAL INSTALLATION OF NYLOPLAST DRAW BASIN AND INLWE DRAIN VARIABLE ELEVATION 1 WHEN ARE DRAIN BASINS USED? 1: CHANGE ELEVATION 2808_ AG _X 2810_ AG _X 2812_ _AG _X Iin- 2815_ AG -X LP 2818_ AG -X 2824_ AG _X 2830_ AG _X AVAILABLE IN SIZES r THROUGH 30'. ADAPT TO PIPE SIZES 41 THROUGH 3(r HINGED GRATE COVER FOR EASY ACCESS 3'38 r, 1299CGS �- 13.56 - ►{ C� 13.38 W1.12 � k= STANDARD APPROX. DRAIN AREA = 60.62 SC! IN. APPROX. WEIGHT Wi1N FRAME = 40.68 LOS. NYLOPLAST 17 GRATESICOVERS WATERTIGHT ADAPTERS AVAILABLE FOR ALL PLASTIC PIPING SYSTEMS 2: CHANGE DIAMETER 15" 1 CORRUGATED 10' 4 T POLY PIPE THE WME DRAIN CAN BE USED AT THE BEGINNING OF A DRAIN LINE 10' iNUNE 3: CHANGE PIPE �M If 11 tltl-Mull 12' DRAFN BASIN INLET ADAPTERS CAN BE PUT ON ANY ANGLE PFthTOISC O=SUBIECt KWEIL INMICH OM MBY AM IIIATERNL 3MVIUMMAVE LPLAST HAS PR°PRETARY FyOHTS. THERECEIAT BUfO *909N A 0.SQESSIONOFTNISPRNGE3 fDNOT CANFEft OR DATE ,pA1Kil0 y 1 �K.7I FAX(TT0I1O2.2g0 � F11CAL INFFOt i TSHO I A�BY Cal FROJC{TNDMAME � *DUCIVIIOFTMPRINTORANYM6OOATION TITLErAINEOHETtMORILAIA)FACIUREOFANY DATE 1MUG90 ORAMi BAsellMa911¢ORAMI r-3rTYPICAL#dTALLAT10NOPTM 10EREFROYFORTHEDSCL0;UIETO RSDOM EXCEPTSY SPECtM WRITTEN MSSIONFROMNYLOPLAST. DMGSn A ISCALF M ME, fOF1 IMGM& YD1.1f04Q REV 8 STANDARD GRATE HAS H•25 HEAVY DUTY RATING SOLID COVER HAS H-25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS H-10 MEDIUM DUTY RATING QUALITY: MATERIALS SHALL CONFORM TO ASTM AW GRADE 70-5M & A48•CIASS 30B MATERIAL: DUCTILE SON GRATE WICAST IRON FRAME PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT LOCKING DEVICE AVAILAEU UPON REQUEST PRICE INCLUDES FRAME & GRATEIGOVER HINGED GRATE COVER HINGED GRATE COVER :12-9c9CGP AST ACCESS 3.36 • 13.56 O O 13.38 � C� .38 *PEDESTRIAN APPROX. DRAIN AREA = 50.60 SQ. N. APPROX. WEIGHT WITH FRAME = 35.04 LBS. SIZE OF OPENING MEETS REQUIREMENTS OF AluEi ICAN DISABILITY ACT AS STATED iN FEDERAL REGISTER PART III, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRiMNATiON ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES; FINAL RULE. SE'i5118,ECTIMTr9LRiriltlgl DRAVMBY AWA KATEM TINVENONAAW OPRETAR7 FOGffTS TI£ RECEIPT BLIFOR0. GA3R11 • THIS PRI T OOeS NOTCO1FER. DATE 15AUM DUCTILE ROM PHM �lRl ttiU 36ETHE USE OFTHE DESM3NOR �i� FAXp40)l�110 ATM HEREIN APPOBY CA r� PROJECTMOJMW •7= � PSHOWN TW MFOIMAATM7N TITLE LOR WAWACTUKCFANY t,FORTHEDISC OSURET00 DATE 1SAUG00 ORATEICOVER 1r8TAM0ARO,9OLDLPNE8TIMAII EPT BY %ECFTC WR1"M IMORAST. DMGSM A SCALE 11:12 SHEET 1GP1 OWGNO. T001.11040 REV C 2712AG04 12X4 2712AG06 12x6 2712AG08 i2X8a 2712AGIO )UCTIIE IRON GRATE NiCAST IRON FRAME VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: ADS N-12 SDR 35 SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 2712AG12 12X12 A B C 12' 4" 10.50 12' 6- 11.50 11.50 it 1(' 11.25 12" 12' 6.00 1 )UCTILE IRON GRATE VICAST IRON FRAME VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS FOR: - ADS W12 SDR-35SEWER SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC NYLOF1MPASPROPAIETARYtUGFR3.7tEFtECE]PI POS'SMONOFTMSPRAITDOESNOTCaNFER. DATE 62MAas �e 3 IVPPOBY CJA PROJECTNOJMAIE --AO*kd- I�ROODCTIONOFTIMSPIa1TORANYWPOM91ON TM CONTAMi�HEREIN.ORIWMIFAcn"OFANY ATE ice! ofiJKDRAN 12"o6S16MOETA`S IS FORNpOEN, Ef 4CEPT BY SpECETC NRITTEN PERAtS90NFR0YNYl0PLAW I DYGUM A I SALE JIM SHEET 1;1 IM610 T001110-902 REV B 3' TO 41r EXTENSION FIELD GLUE JOINT 3' TO 48- 4.ON BODY SIZES 12' - 24' 6' ON BODY SIZE 3V FIELD GLUE JOINT 2908AG 2910AG T TO 4S` EXTENSION 2912AG 2915AG 2918AG 3.ON BODY SIZES 8' & 10' 2924AG 2930AG HINGED GRATE COVER FOR EASY ACCESS 1599CGS • �*-----16.25 •-----y j STANDARD APPROX. DRAIN AREA = 9Z.70 SQ. iN. APPROX. WEIGHT WiTH FRAME = 59.62 LBS. NYLOPLAST 15" GRATESICOVERS STANDARD GRATE. HAS H-25 HEAVY DUTY RATING SOLID COVER HAS H-25 HEAVY DUTY RATING PEDESTRIAN GRATE HAS 1-1-10 MEDIUM DUTY RATING QUALITY. MATERIALS SHALL CONFORM TO ASTM A538 GRADE 70-SM & A48-CLASS 308 MATERIAL: DUCTILE IRON GRATE WICAST IRON FRAME PAINT: CASTINGS ARE FURNISHED WITH A BLACK PANT LOCKING DEVICE AVAILABLE UPON REQUEST PRICE INCLUDES FRAME & GRATEICOVE2 Fi1D GLUE JOINT 4" ON BODY SIZES 17 - 24' 6' ON BODY SiZE 3T AIBJECTANTTERDIwHICH ORA"BY CM WTERNL 3MVEP40NAAVE ETARYWMTHEFIECEP3 PWNf DOES" COLiHtr THEUSEOFTHE DESNMiOR DATE ti5BFD0 Ra PM9321M 1vy� 1 >t FAX(""9224W NSHOMNEFUN APPOSY CJA PROJECTMOU%W L� l „�,,D„ ~ACTUREOFANY Oftw"WIMM3MRET 7m RTNEDtsd�lpf£TOOTVERS DAIS USEPI BA9M1Mrtwo" r-3D'FMEXTENS10M IY SPEMC VAVt7E11 IPlAST. OIMOEM A SCALE XTS SHEET 1OF1 1UPONOL ?"MIOM REV a HINGED GRATE COVER FOR EASY ACCESS 1603 1599CGC I SOLID APPROX. WEIGHT WITH FRAME = 59.00 LBS. HINGED GRATE COVER FOR EASY ACCESS 3.63 1599CGP 1625. 16,13 .38 *PEDESTRIAN APPROX. DRAIN AREA= $1.25 SO, IN. APPROX WEIGHT WITH FRAME = 53.70 LBS. SIZE OF OPENING MEETS REQUIREMENTS OF AMICAN DISABILITY ACT AS STATED IN FEDERAL REGISTER PART IIi, DEPARTMENT OF JUSTICE, 28 CFR PART 36. NONDISCRIMINATION ON THE BASIS OF DISABILITY BY PUBLIC ACCOMMODATIONS AND IN COMMERCIAL FACILITIES, FINAL RULE, RWV04C 1 DRA1IfMSY AMA VATRMAL i1T0VHi1 MAVE THEW -Cm BUPORD,OATi01! OTCONFER. DATE 15A0000 l OUCTO.EIROM OESGMOR N APPOBY CJA PROJECTNIE OAN�� WCRMA"OFWY TinE mroonfm DATE ISAUM GRATFICOVERR ,rETA1DAM,S"il7DEBMW MTEN DlMG12TE A SCALE 1:12 SHEET iOF1 DMGMO. 7W419M REV C A DUCTILE IRON GRATE WICAST fRON FRAME c � g VARIOUS TYPES OF OTI ETS 2715AG04 15X4 WITH WATERTIGHT ADAPTERS 2715AG06 15X6 FOR. 271SAGOB ism ADSN-12 2715AG10 15x10 SDR,35 SEWER SCHEDULE 40 DWV 2715AG12 15X12 CORRUGATED PVC RIBBED PVC 12" DRAIN F ASIN 0UCTiIELmw7c �T` tN1 CA£TYRON. IIaLET1iWe�4tfi'1.� . AiyA 7MAVAILABLE 41-pwr ♦_. YfrTHWATEitTlGriiAr?APT>7fRS- iOIL 80R•369EM CORRIXATM PVC scls•dQD'av PVC 2812A i_ ,._)( it YA�i1HIElNVER r•ecl+T 0REODUUMITI O'IE,iA{!. Nr�GFf71LY 15" DRAIN BASIN 2815AG _X L.ee�aNarAs�. Wr14sTtbNCiQiE IN:Et'"OUt1E7 ALI11P1MAVAILAME VAfm0Li rfMOFOIJUTB wlM wATERiwAa4PTERs FOR sol�saEwei:. L�}�tg1E?pQQWIt c�lttxl<9T�T><�+pc .Pvc• A DUCTILE IRON GRATE WiCAST IRON FRAME C B VARIOUS TYPES OF OUTLETS WITH WATERTIGHT ADAPTERS 2715AG15 15X15 FOR µ12 SDR-35 SEWER SCHEDULE40DWV CORRUGATED PVC RIBBED PVC A B C 160 4' 13.25 15" 6" 12.75 15' 8' 1225 15" itr I13.50 15" 12" 1 12.75 15' 15- 7.00 32V ORAINIBY CJA MMiE1SA1 +C�' a,avwn/wnwrn j,20111:'r ` DATE 42Wl9 �y� �`� AM BY CJA FRCJECTMOJMhME Y� 7M DATE 6Z" MtINEM" WOE"DETAU DIYBSLIE A SCALE MIS SHEET iOF1I OtYGM Twitm REV B V ro10 ut file: 1� --trN srir Ho" �pf I Rwomkemm 0VffT LiEK;+frto 4=1s MATTER.IMMIM ORAWNaY AWA MMUL WOW �I�NaTCp:xR Liii r3QICR': �C i»» 1169RBI1 Anow, 'ca "bar-cr"OLIU 1E RANTrfCWT" 2i119Ei1FA1L1'' t1YL1tE �lY(tlOM ' OR►At�l { �11 �tirAi>Asr�w� MOUNMONANYAME 0* 70 3%*. 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