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HomeMy WebLinkAbout60-05 NW Regional Adult Det. Ctr. - Work Release Facility - Stonewall - BackfileCONSTRUCTION NOTES GENERAL 1. The 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 Department of Health, Frederick County Sanitation 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 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. Any 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. 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.feso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: o} The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 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 developer's/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" 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 backflow 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 fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. 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, stc.) b) Submittal of certified as -built of thr 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. 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. LOCAL UTILITIES Frederick County Sanitation Authority P.O. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Alleghany Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hollandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman i b O col" a, Rt.ROG r f2 B�oc Scale 1 - 1 009' AUGUST 22, 2005 gilbeft division of Engineers. Surveyors. Planners. Landscape Architects. RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX COVER SHEET 2 SITE DEVaOPMENT PLAN 3 m,RAD/NC & EROSION & SEDIMENT CONTROL PLAN 4 VTILITY DETAILS AND PROFILES OWNER'S CERTIFICATE hereby certify that the property contained this Site Plan is with free consent and in accor "3rce with the desires of the undersigned owners, prof. ,:.-tors and trustees, if any. !' 0 ! NORTH WEST REGIONAL ADULT DETENTION 'ENTER 141 FORT COLLIER ROAD WINCHESTER, VA 22603 PH # 540-665-1615 q aid , . Mislowsky, %Jrz o CERTIFICATE NO. dGIST RED PROFESSIONAL ENGINEER _rg Date Date Datt FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes s;.oll bk aaaiyr U6 if', of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief, 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Date '1. -AL f'l PEPu ,fg JP PlR1" t �P Sheet Number 1 of 4 i t A.. G a. : r ,g "x F s . tA"'RES . it ItJ+ Ei R I C K ;_ t1<1 J.)I; M'�, PR ` RI IN l 6 -13 STUB iN SDR-35 @ 1.0% 1-6" PLUG IN _ 20' SAN. CORE DRILL NEW INVERT"� SeWeR EASEMENT SS-MH ELEV=679.25 PROVIDE KOR-N-SEAL ADAPTER TELE SERVICE'�'- -- li IN �1 (APPROX. 'd} � (A OX.L OCATiO Vt --...� -A9 i per _ _ -'lr- 4e w--Svr--- _ __ -w • -_-__ _ .----_�___w__________ v MATCH-Ex�. ' PAVEMENT' f 6^ `r CU V. MATCH EX. \\; OP. SEWER MANHOLE aa'PAVEMENIT� a M=682.15 GRADE V. IN (6) 680.42 V. IN 6") 680.42 V. OUT= 680.22 T O"R CONK; TO EX 8"x8" TAP BY ECSk"- ' r �' Li; tit , s _ 20' WTR ESM T. �q� 1-8" 22.5. E�/ GRADE - 25' EL _ . _... 4 s 9 - - __. ELEC SERVICE �8"X6" REDUCEFIRE LANE 1 _ ,... ..- ,.._...5... _ .._- . _..... ; .. ,....._ _._..,._. _ {� G ,- G .G G G G G G G --- GrG v G G VAL _ �� GATE i 1 FH ASSY N 38012'47" E 903.44' I, GAS SERVICE-' CONC. FLUME N WITH GRATE o 5 CONC SIDEWALK �I _ 4*1 r I . . EXISTING WORK RELEASE FACILITY (CCF) CURRENTLY UNDER CONSTRUCTION 40.94' PROVIDE BIT. PRIME AND - BITUMANOUS SEAL OVER H.C. PARKING SPACE AND ACCESSIBLE AREA. t �u �s $»r�+'aWitw:twT`rk c; r s � � e x 1 1/2' NOTCH CAST ql PIACE LMTCH DEN CURB UVAJ ON OW SIDE 411111111141311 GRATK 32' WIDE LENGTH AS s NOTCH CURB 4' x 1 1/2' BOTH SAES M AND RIX 21A SECTION THRU CONCRETE FLUME REPA lAE TO 1 -112 TIMES ORIGINAL THICKNESS '\-SAW CUT TO RE MADE AT THE TIME OF REPLACEMENT V.D.O. T- 21-A (FULL DEPTH CRUSHED STONE TYPICAL.) STONE AGGREGATE NOT TO SCALE PAVE"" "PIAMaAffl" DETAIL O VIC B-R.L. 102.05' BLDG=681.95 60' x 120' 12.00' 12.O 3A WORK RELEASE ANNEX 2 zw EE rz O U N OVERHEAD U � U� o oa DOOR 60' 2" OVERHANG 0 12' ACCESS ROAD " 8" 21B AGGREGATE 6 0 2o.00' POLE MOUNTED DICAP PARKING SIGNS INSTALLED ER VIRGINIA STATE CODE SECTI N 36-99.11. (FOUR REQUIRED) 0 00 Lt I.i Of !JD -D m U Q � Q � I�N � I 4' CONCRETE 2' STONE BASE PROPOSED SIDEWALK SECTION N.T.S. 12' ---- --- 12' CL 1 2It ' 8"--21 A Aggregate Surface -- 2.0% Compacted Subgrade Typical "All Weather" Access Roadway Not to Scale I I M [t fcM O d- v rn 00 N to co v PIN 54 -A I'RC E4Al C),"!," E_ r'r`-RK, iN(-. REGIONAL LANDSCAPE SCREENING BUFFER PROVIDED BY SP-61-04 1.`.C✓FJ i.(; 1'i,..rG_'�i._� fYf�al'`�iM1a, i1�V C. 7Fi 350 P" 8 Gi4APH/CS04LIF 30 15 0 .30 60 ( IN FEET 1 inch = 30 ft. 3' W PROJECT SUMMARYRG t N I A cn ,\ TAX IDENTIFICATION NUMBER 54-A-36A EXISTING PARCEL AREA 11.78 ACRES Z O DEVELOPED PARCEL AREA 1.5 ACRES - _ ZONING M1 0 1= < ADDRESS 141 FORT COWER RD �� CURRENT USE VACANT 0 �jN PROPOSED USE WORK RELEASE FACILITY o a o�YWOa DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED \ \ \ W FRONT 75' r` o ( H SIDE 25' 27' p REAR 25' 102' 3 o° °O PARKING 5' V ui p BUILDING HEIGHT 35 (MAX.) 32 (+/-) O s'i N GROUND FLOOR AREA 7,200 SQ.FT. (n CC3 vi ' NUMBER OF STORIES 1 U y. �' cn FAR ALLOWED 1 w w w _� a' C) FAR PROVIDED 0.079 L1� C N MINIMUM LANDSCAPED AREA 2.95 AC. (25�) o 0 o Z V] p a M LANDSCAPED AREA PROVIDED 9,28 AC. (78.8%) O _ 0) CM PARKING C Cc w w w Q� 'Q v> o ANNEX BUILDING PROVIDES FOR TEMPORARY HOUSING OF INMATES a a a o a � Ui UNTIL WORK RELEASE FACILITY IS COMPLETE (SP-61-04). ALL o 0 o w i' � INMATES TO USE THE FACILITY ARE CURRENTLY HOUSED IN THE O �"'1 �°-� y °�' wCi REGIONAL JAIL THERFORE NO ADDITIONAL PARKING SPACES ARE w w w 'n REQUIRED. o 0 0 co n. F- u. r--+ U) U� U L 0 • L W f� L 0 U) �.. as r r...j Cl) r...� a r�i NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE FREDERICK COUNTY ZONING ORDINANCE. REQUIREMENTS OF THE E 2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. ONLY BUILDING MOUNTED LIGHTING WILL BE PROVIDED. 4. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1-98. 5. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 6.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 7. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 8• FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.G. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL. 9. ALL UTILITIES TO BE PLACED UNDERGROUND 10.NO OUTDOOR STORAGE PROPOSED. 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 308 GROUP I (INSTITUTIONAL) OF THE INTERNATIONAL .' BUILDING CODE/2000. OTHER CODE THAT APPLIES IS [CC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. STRUCTURAL FLANS SUBMITTED FOR PERMIT APPLICATION SHAH BE SEALED BY A VIRGINIA LICENSED DESIGN PEPSON. �� STRUCTURE CAN BE CONSTRUCTED AS R-2 (RESIDENTIAL) PROVIDED TIME I (INSTITUTION) USE GROUP CLASSIFICATION IS A CONDITION ONE UNDER THE DEFINITION IN SECTION 308 OF THE IBC. 12. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC. 13. PLEASE NOTE TABLE 602 TO DETERMINE IF ARE RATING IS REQUIRED ON EXTERIOR WALL BASED ON THE CONSTRUCTION TYPE (SONE TYPES REQUIRE MIN. 36 FOR 0 RATING. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, t� CONCRETE ETC.) t- 14. ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO ~ MIN. EXTERIOR LANDING. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. 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 v6th the Fire Marshall to ensure these requirements are satisfied. LEGEND PROPOSED CURB & GUTTER PROPOSED CURB &REVERSE GUTTER TRANSITION BETWEEN REGULAR & REVERSE CURB ...................... PROPOSED STANDARD PAVED AREA (8' 2113/2' SM 12.5A)............... PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5" SM-12.5A)• -- PROPOSED CONCRETE AREA ' PROPOSED GRASS AREA I PROPOSED EASEMENT AREA .....................................•.. -- ZONING BOUNDARY ............................................... 28 UTILNY PEDESTALS ............................................... m EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................... PROPOSED WATER MAIN ........................................... -! w! EXISTING WATER MAIN ............................................. _ PROPOSED FIRE HYDRANT-- ........ --'-•-'---•••••-•-' PROPOSED GATE VALVE & BOX ... ........... --►Eitr'� EXISTING SAN. SEWER AND MANHOLE .............................. PROPOSED SAN. SEWER AND MANHOLE .............................. -f0.�s.r-••-�-I I - PROPOSED UNDERGROUND ELECTRIC SERVICE •-------------•••---•••- -E- PROPOSED UNDERGROUND TELEPHONE SERVICE ........................ T PROPOSED GAS SERVICE . .......................... .............. G U w 11 O CL + rn Z O w 0 LO O O w CV 0 w I' 0 f.� LLJ H< w v Cn w N .L_ Z 0 Q U e- Y Z Z n Lea W �N O U E T- MATCH EX.,L�` PAVEMEN,; 11 10 r 'GRADE M1 Y < 1� R , i` i LOC \1 i i r V y. i ! .. • f t li- -- " MAT_C HL, EX.t PAVEMENT_ i GRADEF �O rd.+' 10014 = s, S > _.,�C r.:. _a . , .nut. , u. � , . ,c....k;✓ � yak aia#uJ." t .....�a ._ - . —3LL68 -6 8 68 G------ G G----- 6r G----_ G--�- G- u��=-G---�--c:---- G G�--�g�F- G—�87 6 :Z CONC. FLUME 684.50 - WITH GRATE, 5' CONC „SIDEWAL Im 3 co co ( t. j 684.60lr \)ELEASE FACILITY CCF + NDER CONSTRUCTION N . - 3#. WORK RELEASE E + 683. 0 ANNEX I a.; FF ELEV=685.50 *. t i Y LQC 684.60 IN + 83.50 f9 OVERHEAD DOOR r 0 IJ I {xi . i 1 ' ACCESS ROAD' 201 8' 21 B AGGREGATE , Q 6 3.60 t 3 Y. l }' I w w PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAVED SHALL RECEIVE Mi � A MIN. 6 IN. TOPSOIL AND BE SEEDED AS FOLLOWS: o Q z 200 LBS TALL FESCUE PER AC. 0 12 LB. ANNUAL RYE PER AC. z z a 1000 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC Q Q (n 2 TONS STRAW MULCH PER AC. o 0 PERMANENT SEEDING WILL OCCUR AS THE ANAL PHASE OF CONSTRUCTION w co Of w cr TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR ¢ Q MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) 60 LB. ANNUAL RYE PER AC. (OCTOBER THROUGH APRIL) 450 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. z SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GRASS EMERGENCE. LEGEND EXISTING STORM DRAINAGE & STRUCTURE • • • • - 11 PROPOSED STORM DRAINAGE & STRUCTURE • - DRAINAGE ROW . . . . . . . . . . . .. EXISTING GRADE - . . . . . . . . . .. PROPOSED GRADE . • . • • • • • • • •• PROPOSED EASEMENT AREA . • . • • • • •• LIMITS OF CLEARING . . . . . . . . I . 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JR,S :e vl tvet4Ci� iT tYti * 4_ jD�'aielE7,CR OF a. a.TMJL �F ' ", VM$ I �J* f_�P?+S .{ h- 1 LLPI*�',at 44 H. rJ;1kkTE# or t«A C,41 JS6f cv vml OP Y,'ti*!f+1is ff ( wlyll m„141T:F 1.V1 ARK" $,Xu7. fY9TG:4r �i:'1:N k1 ,3C ?i; Fail SiiS )ar.:. 7>ki3 A YP1D1"t1 gi �apti4 ex� 39" d i :,j153 i±j „) 5f i r 3' i f IR '^;11"Ax%liEpmr to t~:'v' 6' dia. schedule 40 steel pipe titled with concrete — and painted yellow T 2 i 16' dia. O r s^ concrete t encasement ;✓ 3, BOLLARD DETAIL direction of selling to be approved prior to installation concrete pad T-6' sq. x 6' deep screw type adjustable valve box i locator marker :';♦ > mechanical joint swivel tee with 6' branch FIRE HYDRANT ASSEMBLY Figure 8 VBHH77-15BHC-11-77 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 2` max. at property line finished (see note 2) grade skit pad roadway box d E -:- riser section for 4` _diameter 2' CTS polyethylene i` diameter manhole tubing (PET) 200 psi a with cutouts w/ SS Inserts at all connections L J3` min. .^I saddle with VIA 2' min. corporation stop water main solid support blocks under custom setter 6" stone bedding ball valve curb stop with Pi 014-44 w/ SS inserts (CTS) both ends 11344-777 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: :r a) in non -traffic area -model no. St R3030 b) In traffic area - model no. HIR2424 8" 2. Water service crossing street: a) Encased in 6' diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. CUTOUT DETAIL b) Install 12 gauge Insubated copper wire (for line tracing) from corp. stop to into the meter box ( wrap wire around (typical) Corp. stop; wire to be taped to top of PET at 10 toot intervals; come up into meter box and terminate level with angle ball valve). 1 1/2" and 2" METER INSTALLATION Figure 6 (for valves 12" and larger) GATE VALVE Figure 7 Note: this detail is also used for butterfly valves general ball (see note) concret select backffl e note) O.D. STANDARD general backfill s° I' select backfifl ee note) 6. 1/2 O.D. 6' CONCRETE CRADLE 685 I I i 68d I i C 00 0+50 1+00 1+50 2+00 2+50 3+00 ANNEX BUILDING SANITARY general backfill ['select backfill ae note) 6' 1/2 O.D. 6" CON01h f% ARCH _general backfill \ ,... ^oncrete V CONCRtn: EfK,ASEMENT NOTE: To be compacted to 95% of ASTM D698 maximurn density. TRENCH & BEDDING Figure 1 ;elect backfill note) �`- 24' 1.00 6" PVC SDR-21 to r (0 GRAPHIC SCALE 50' 25' 0' 50' 100' 1 /NCH = 50 ft. HOR/Z 1 INCH = 5 ft. VERT, top of manhole at grade in pavement areas unless otherwise directed 1 (top shall be set 24' min. above grade in easement areas) square skid pad 6'thk:k—I!, 3/4' x 2' butyl joint sealant 3/4' concrete anchor bolts (4 each) 35' max. adjustment rings (11' max.) r concrete ASTMG150 4000 psi waterproof coating2° or 16' (typ.) CS-55 by Consent joints are to be sealed with'O' ring gasket "n a 1' nominal size RV 30 butyl joint sealant applied between joints and on exterior side of joints I.D. — pipe to manhole 5 connection to be r by flexible sleeve invert channel to provide a 3'-0' min. smooth transition In to out, 4,-& max for all connections a Z-01 max. precast invert or grout estop of bench -wall bottom to form channel D/2 same elev. as 6" top of pipe +d n 6' bedding 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 may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) installations. STANDARD MANHOLE Figure 11 I1 690 r -3 j ! EX GRADE -�..•� 1 zw ; 685 l / 508" SDR-21 6" SDR-21 - - 8" DIP ; CL-52 n 680 > I zo _J N X¢ z l Z I Q cn wU X ix O w i U i W I w Q (,._-._. CO W � LQw : 0D ci �Q & wCD O Q LN U F— CD i cxX X :; O R-7 M O 00 00 o ao rD Oo0 } iN ! + N -F 0+00 0+50 1+00 1+50 ANNEX BUILDING WATERLINE R cast iron cleanout cap with brass plug must be 8' from the top of the screw type adjustable box finished grade square concrete skit pad 20'x 2U'x 6' deep cast iron deanout cap with brass Q©Q VALC,O, Inc plug having a countersunk square Fig. No. 71BOB head Panella Model PA4SV-CSK (41 V�V with lid marked SEWER SDR 21 - cleanout pipe bottom section of box brick base SDR 35 spigq)t by SDR 21 gasketed SDR 35 bell adapter gasketed bell wye sanitary (see note) SDR 35 gasketed sewer main SDR 21 bell 45° bend 6' stone bedding NOTE :If top of sewer main is greater than 15` deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 In • • • •.ice \ '_1W O I) N ~ CY) 00 00 CIO V to ZU Q. N (� N -+— a) Imo— V) M • • ' i :/i _ W W W O O ._ a) co 0 0 0 0 n_ N U U U O 0 =' C U U U F fn a a 0) Cl) d� W W W Q p (.) > t' c}' CD J N O U Q Q Q 0� d 1,:, 1� to Cl)cl c) c) W �O j N ((D LLJ y+ 0) RS V) to (n rn N C W(�) w w w > C:I` _c to to tz OK a p r— Q Q ui U .•- O(10 _10 17 N r Z C v) o *-, 1� M (L w uI Q N 0 V) O CL D J � W � Q U 2 (n o u) cn J Z F— 0 CO v - z Z Y Z n W In 04 0 � U I CONSTRUCTION NOTES GENERAL 1. The 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 Vrginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation 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 contractors respponsibilit�yy. 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. Any 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. 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.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a The Authority shall furnish all labor and material. b� The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 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 developer's/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" 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 backflow 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 fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. 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, stc.) b) Submittal of certified as -built of thr 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. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris o.; 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. Ss joffl--�111 H LOS M�LV),'.4 �,, If A,!.@- NX`kk" I ER LW',NA AN, LOCAL UTILITIES Frederick County Sanitation Authority P.O. 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 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frcderick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Dave Cesfske Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman diiity Map Seale 1°= 1000' L ,I d � gliolert w. clitior♦ a�=L.Y division of Pa r :- Associ a tes, • Engineers. Surveyors. �Planners. Landscape Architects. East Piccadilly !/ Winchester, Virginia 22601 540.667.2139 540.665.0493 066;.• iR,1116� I I� RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PART( RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SEA FORTH IN THE PLANS. SHEET INDEX 1 SHEET 2 -COVER SITE DEVELOPMENT PLAN 3 C,RADING & EROSION & SED/MENT CONTROL PLAN 4 UTILITY DETAILS AND PROFILES OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. NORTH WEST REGIONAL ADULT DETENTION CENTER 141 FORT COLLIER ROAD WINCHESTER, VA 22603 PH # 540-665-1615 z ald 7Z I islowsky-,Ar_X O CERTIFICATE NO. - GIST R/E.D3 PROFESSIONAL ENGINEER _ Date Date Date FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated W, either c the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief'. Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all corners of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. Approved by Frederick County Zoning Administrator 3��� �s Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number I of 4 � .,PIN. R 'Y i r�+ C+w� f! $ POF- A F dr~ ifl b E M {d kJ kw 1. I%AiIL i s` !S` T 0 tl"L r' 04v , MATCH EX- PROP. SEWER MANHOLE a�'PAVEMENT '\ , I R \ , RIM=682.15 ; 'GRADE f,3 i taPv S F "t^ f3 %., .� ,. 6» 13, S INV. IN ( 680.42 APPROX. TUB (NV IN 6 680.42 O,R ' 2 }, < t'INV.OU 80 f 1-6 PLUG N. i' l; h • I 20PSAN. SE _ CONN', TO EX iN/L' '' r%`'• x i i p CORE DRILL NEW INVERT `' N T SK 8" WER Eq SEME SS M H TAP E3Y, FCSA- I` PROVIDE KOR SEAL ADAPTER TELE SERVICE '` 3 1 i r ro ,U ___,_..-- �..,'-v+—V.-- �'�\�9 sod\ , w \ -- ' WTR EX, w/M (APPROX. LOCATION) —W �nt MATCH— --_- - � MATC+ E`X . ROAD— ExPAVEMENf 0 9� 1 8" 22 5 E / 1-8 11.25' EL. 1-8'x6" �E \ 1 A"W' REDUCE ,,�-­2-6" GATE VAL' EXISTING WORK RELEASE FACILITY (CCF) _ 3 R CONSTRUCT i CURRENTLY UNDER ION 50 x 120 } W' RK RELEASE 1 l ANNEX 1 ::' s F 1�, ._ OVERHEZ0 • Ij \ ` ..-t� � _t 5 ., ¢�'4ty9.?tCf:r,k;.-,. 5`nLZ.,,...�t;G,.C::Y`.L PROVIDE BIT. PRIME AND II � BITUMANOUS SEAL OVER H.C. PARKING SPACE AND ACCESSIBLE AREA. v y r s� 4 r 4 9_ .•. _,.._ '. _aa$` ka, f ..r W, _. _ ...,E .._.w_ _. t__•_,_• __ r.E,�,., _. ,., _..._... . _ ..._...._ (....__.._ . ii-.._,..._ }r:._.�.. F-.... ,:. � s: •. � PIN 54-A-36A f y ✓ 4' x 1 1/Y NUM 0VU GIRA1K 3Y WK CAST N RACE LENGTH AS REOltifiED U" DOSiW6 CURB E1.EYATT4Nt EiRF�R SNNT£ N ffM WE 4' x 1 1/2' BOTH SAES 0 24 ...6jv_ JOONCRETE CURB AND RiJ X 4' 21A SECTION TOU CONCIM FLUKE REPAVE TO 1 —112 TIMES ORIGINAL TH/CKNESS ............. ............ ,�,\\\ -O.D. \\j\� �—saIT CUT TO HE 18 / ` MADE AT THE TIME �j / - : - -:.•.. -` ' . - - - :- /j / OF REPLACEMENT / V.D.O. T- 21 A (FULL DEPTH CRUSHED j\\\STONE STONE TYPICAL.) x STONE AGGREGATE NOT TO SCALE PA M"Jff REM ACMIMff DETAIL 1.5" MEITER E IRE LANE 1—FH ASSY B.R.L. f 02.05' U _.1 w oQ DOOR 60' 2" OVERHANG 0 12' ACCESS ROAD 8" 21B AGGREGATE 20.00' POLE MOUNTED DICAP PARKING SIGNS INSTALLED ER VIRGINIA STATE CODE SECTT 36-99.11. (FOUR REQUIRED) O LL, It m W U I in ¢ I Q h i" I � 4' CONCRETE 2' STONE BASE PROPOSED SIDEfALK SECTION N.T.S. c� z 12' 12' CL m 8"-21 A Aggregate Surface PIN F { +g Cj T A.- ARCADIA N1081LE PARK, INC, 29 REGIONAL LANDSCAPE SCREENING BUFFER PROVIDED BY SP-61-04 ARC,ADIi`•'+, tf, C?'BILE r ,11R ; NC, .iB 35'0 �= 13 8 ti iGRWPH/CSOW, F 30 15 O 30 60 IN FEET j > inch = 3O ft. 3' _ s Compacted ' Subgrade __ Typical "All Weather" Access Roadway Not to Scale W PROJECT SUMMARY oC44,onl TAX IDENTIFICATION NUMBER 54—A-36A EXISTING PARCEL AREA 11.78 ACRES DEVELOPED PARCEL AREA 1.5 ACRES ZONING Mi o ADDRESS 141 FORT COWER RDCURRENT' USE VACANT PROPOSED USE WORK RELEASE FACILITY o DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT 75' o coo H SIDE 25' 27' p REAR 25' 102' 6' °O °-) PARKING 5' f v ui o BUILDING HEIGHT 35' (MAX.) 32 (+/—) p. 0 GROUND FLOOR AREA 7,200 SQ.FT. to NUMBER OF STORIES 1 � • (� ;u FAR ALLOWED 1 w w w _ Q Q FAR PROVIDED 0.079 � � � Q a) co MINIMUM LANDSCAPED AREA 2.95 AC. (25%) o 0 o Z 0 0 — LANDSCAPED AREA PROVIDED 9.28 AC. (78.8%) 0 � U)U)� C cr) cr) PARKING QCDCD � ry o ANNEX BUILDING PROVIDES FOR TEMPORARY HOUSING OF INMATES ¢ Q ¢ o ci r- Cn � UNTIL WORK RELEASE FACILITY IS COMPLETE (SP-61-04). ALL r� a c� W c L n U) CD cQ INMATES TO USE THE FACILITY ARE CURRENTLY HOUSED IN THE � --) N c u j REGIONAL JAIL THERFORE NO ADDITIONAL PARKING SPACES ARE w w w 0 > LID LID REQUIRED. o 0 0 �. x CL r 'S F— u. < ¢ • ri U L 0 1�• L � P'� N Z i 6 o a� • a) aw NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS— SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF —SITE GLARE. ONLY BUILDING MOUNTED LIGHTING WILL BE PROVIDED. 4. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO IBC AND A117.1-98. 5. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 6.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. TALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 8-FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. I"® THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF Z THE FIRE MARSHALL. W 9. ALL UTILITIES TO BE PLACED UNDERGROUND 10.NO OUTDOOR STORAGE PROPOSED. 11. BUILDINGS SHALL COMPLY NTH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION, 308 GROUP I (INSTITUTIONAL) OF THE INTERNATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117.1-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, STRUCTURAL PLANS SUBMITTED FOR PERMIT APPUCATiON SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. STRUCTURE CAN BE CONSTRUCTED AS R-2 (RESIDENTIAL) PROVIDED THE I (INSTITUTION) USE GROUP CLASSIFICATION IS A CONDITION ONE UNDER THE DEFINITION IN SECTION 308 OF THE IBC. 12. THIS BUILDING SHALL BE PROTECTED BY A FIRE SUPPRESSION SYSTEM IN ACCORDANCE TO SECTION 903.2.1.2 OF THE IBC. 13. PLEASE NOTE TABLE 602 TO DETERMINE IF FIRE RATING IS REQUIRED ON EXTERIOR WALL BASED ON THE CONSTRUCTION TYPE (SONE TYPES REQUIRE MIN. 30' FOR 0 RATING. NOTE THE REQUIREMENTS IN CHAPTER 17 OF BOCA FOR SPECIAL INSPECTION REQUIREMENTS ON THE TYPE OF STRUCTURE. (SOILS, CONCRETE ETC.) 14.ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO f' MIN. EXTERIOR LANDING. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE, 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. LEGEND PROPOSED CURB & GUTTER .................................... PROPOSED CURB & REVERSE GUTTER ............................. TRANSITION BETWEEN REGULAR & REVERSE CURB • _ PROPOSED STANDARD PAVED AREA (8" 21B/2' SM 12.5A) ............... PROPOSED HEAVY DUTY PAVED AREA(8' 21B/3' BM-25.0/1.5" SM-12.5A)- •- PROPOSED CONCRETE AREA ........................................ PROPOSED GRASS AREA ........................................ PROPOSED EASEMENT AREA ........................................ „— ZONING BOUNDARY ............................................... ZB UTILITY PEDESTALS ............................................... EXISTING STORM DRAINAGE & STRUCTURE ........................... PROPOSED STORM DRAINAGE & STRUCTURE ........................••. PROPOSED WATER MAIN ........................................... -- —ilt— EXISTiNG WATER MAIN ............................................. PROPOSED HRE HYDRANT ........................................... PROPOSED GATE VALVE & BOX ....................................... ---►�--�di�� EXISTING SAN. SEWER AND MANHOLE .............................. PROPOSED SAN. SEWER AND MANHOLE .............................. —f�— PROPOSED UNDERGROUND ELECTRIC SERVICE ........................ E PROPOSED UNDERGROUND TELEPHONE SERVICE ........................ T PROPOSED GAS SERVICE . ......................................... G U W O ix a- Z W N ~ Y W J W 5„ » ui 9 W Cn H Z p av Z Z U n to w � N 0 U Ez e-- rr , Y�f 77 20)- AN. SEWER EAS _EMENT- = j a t ax w. r' ..r MAT-C1+ E .. PAVEMENT - w GRADE LOC w .rm w c �5i %fib 3 3 --� 3 _.. ___._.... CONC. FLUME \)ELEASE FACILITY (CCF) VDER CONSTRUCTION 18" HIGH C1 RIP ---- RAP CHECK DAM. SPAN EX. CHANNEL MATCH EX. 'PAVEMER v7 GRADE 1.0'Rr 4 LOC ' " .� Yf• M�M t . v } 4 r 686 I I t A ;�� t ytf t ' � f 84.30 � ff � f i I 11 60 684.f -I,- r + f t j 1 t 68.4.60 I E + 83.50 i i R 3 1 f 1 ' ACCESS ROAD 8' 21 B AGGREGATE { 3 60 �684 i 68� f LOC < 101 fail �11 f>nyz� ! F i { GR4Pfi,St,—WF 20 90 0 2d 40 /N FEET 1 inch = 20 ft. w ro 'IT z PERMANENT STABILIZATION: ALL DISTURBED AREAS NOT PAWED SHALL RECEIVE A MIN. 6 IN. TOPSOIL AND BE SEEDED AS FOLLOWS: 200 LBS TALL FESCUE PER AC. 12 LB. ANNUAL RYE PER AC. 1000 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. PERMANENT SEEDING WILL OCCUR AS THE FINAL PHASE OF CONSTRUCTION TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH :iEPTEMBER) 60 LB. ANNUAL RYE PER AC. (OCTOBER THROUGP APRIL) 450 LBS. 10-20-20 FERTILIZER PER AC. 2 TONS AGRICULTURAL LIMESTONE PER AC 2 TONS STRAW MULCH PER AC. SEEDED AREAS TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE GRASS EMERGENCE. LEGEND EXISTING STORM DRAINAGE & STRUCTURE • • • • - ❑ PROPOSED STORM DRAINAGE & STRUCTURE DRAINAGE ROW . . . . . . . . . . . .. EXISTING GRADE . . . . . • . . . . .. PROPOSED GRADE • • • • • • • • • • •• PROPOSED EASEMENT AREA • • . • • • • •• LIMfTS OF CLEARING . . . . . . . ..- O co F- ��o (A a ZU N tC3 v) :t m W W Q O Q' N o) C) p tCj vo, � ?^ w w Q p V i tV O U CDJ V d ` ti t0 to w w p O (1) m Nr cn cn to W c=i w w �_> C Lo Lo 0 0 °Ixtt H LL Q Q �•� N vi U •L o i C; C u 4) o '..a) rn • a- W w U w 0 w i CL U) Z 0 W p Lo 0 N o ACV v) r w wo Q w U) Z O U r, A qt on ;J U O � Z w 0 O U v � � I Z Y Z� _ �C4 p U LL w— GETI A SECT�ON A -A SiECT10441 6-2 A -A DETAL 5 SFCTICNi A, -A S CC.& `TES; f, US:Kt-,Iftf 6.44C 445� 04 0.4,109;4-0 Si rS TO WVt-;9* T-1E OROTCCUtI11W 11E 1�CI-W"L t'01. Z, 4.4 Avy V.C*,_A4W* a4AM R( 117074 I$= ST*il " M 40 fj*DWALL tA EpCSE�J-*, SAW ON t AltN r;p 0 Of V4 ACC1:1-ZA1tC III IXTA_ 2, ��W *aVf, 3 - 4E*Tf)9%JE rASW TO Tf W-11XLED WMA ALL ;EAOS�04 CV0t4-,-, tT&-C ACC'a%��AOW WT14 TK SP=OtC�S_ 4- UAVEIR, OF =,* 0 C,kzTt & V f QR 9 turere-4 -A cagm, , ft5r DmEA0 cr 0 K.IcAt 0�7 46u, vwpr.-M Jwx -XitiSt vRC& sECUN on 4A FOR VWS:CK.Sell t WC WIH W Ass 1 Z Is sfE SA'CONF. FOR F ROSIGN CONTR0L 21% trench width as required 6da schedule 40 steel pipe filled with concrete 3' and painted yellow K�. 7' '3r 118'cla concrete encasement concrete thrust block BOLLARD DETAIL direction of setting to be approved prior to installation as required concrete pad 1'-6' sq. x 6' deep 2"min. -Writax.— 4' stone screw type adjustable tone to be minimum valve box of 6' above top of base locator marker mechanical joint swivel tee with .1 im 6* branch FIRE HYDRANT ASSEMBLY Figure 8 varies at property line (see note 2) VBHH77-168HO-11-77 2* custom setter (meter by FCSA) cast in place access standard flat top door, centered In for 4' diameter top (— note 1) manhole 2 irm. I finished grade skid pad roadway d L E V riser section for 4' 2' CTS polyethylene diameter manhole tubing (PET) 200 psi with cutouts w/ SS Inserts at all connections T rrdn. saddle with 2 min. corporal stop . support bf s er main water =d customsetter 6'stono bedding ball valve curb stop with PJ Cl 4-44 w/ SS inserts (CTS) both ends 1044-777 and MIP plastic plug wl 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. S IRS= b) In traffic area - model no. H1R2424 2. Water service crossing street: a) Encased in 6" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) CUTOUT DETAIL 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). I 1/2"and 2" METER INSTALLATION Figure 6 (for valves 12'and larger) GATE VALVE Figure 7 Note: this detail is also used for butterfly valves general back (see note) select backfill a note) i. STANDARD general backfill I' select backfid M note) 6' 1/2 O.D. 6' CONCRETE CRADLE 695 Me] 685 0-1-00 0+50 1+00 1+50 2+00 2+50 3+00 ANNEX BUILDING SANITARY kfill r select backfill Be note) 91 112 O.D. S. nonaral hArml CONCREf F ENCASEMENT NOTE: To be compacted to 95% of ASTM M8 maximum density. TRENCH & BEDDING Figure 1 ;elect baddlil note) 24' @ 1.00 % 6" PVC SDR-21 GRAPHIC SCALE 50' 25' 01 50' 100, I INCH = 50 ft. H01?1Z. I INCH = 5 ft. Vf -)?T 11-C square skid pad 01 thick — 3/4x r butyl Joint sealant top of manhole at grade in pavement areas unless otherwise directed (top shall be set 241 min. above grade in easement areas) conaeteASTMC-150 4000 psi waterproof coating— 12• or I W(typ.) CS-W by Conwall joints are to be sealed with V fing gasket 3/4' concrete anchor bolts (4 each) adjustment rings (11' max.) I* nominal size RV 30 butyl joint sealant applied • between joints and on exterior side of joints I.D. pipe to manhole nnect*n to be by flexible sleeve invert channel to provide a V-W mit. smooth transition in to out, 4'-W max. for all connections 2-W max top of bench -wall precast Invert or grout same elev. as bottom to form channel — top of pipe .4 Ir 6* bedding stone s NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to Instafiation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coaling of water proofing. 3. Final slope adjustment of manhole frame may be by shims and non -shrink grout. 4. Skid pad to be placed around manholes located in shoulders of roads. 5. Flat top casting shall be used on shallow manhole (4 ft. or less) Installations. STANDARD MANHOLE Figure 11 695 6901- - ----- EX GRADE 7- i cc 685 - ------- 8 SDR-21 6- SDR-211 DIP CL-52 680, J It U') U) X U- X _J U, Z C> U_ 10 U3 UJ --cr, 4 M 0 W U Ljmw C4 W UJ Z CL X X C14 W t 1 to CD X ><r C=i ro 00 00 CO C=� CO CO 1 cc; 45 1 X + st — 1 C-4 + C11 C> CO + + 0+00 0+50 1+00 1+50 ANNEX BUILDING WATERLINE cast iron cleanout cap with brass plug must be W from the top of the screw type adjustable box finished grade square are concrete skid pad 20*x 6' deep cast iron cleanout Gap with brass VALCO, Inc plug having a countersunk square Fig. No. 71BOB—u head Panetta Model PA4SV-GSK (41 vQv with lid marked 'SEWER' I SDR 21 - cleanout pipe bottom section of box brick base SDR 35 spigot by Seladapts SDR 35 borketed gasketed bell wye sanitary (see note) SDR 35 gasketed sewer main SDR 21 bell 45bend 6sione bedding NOTE :if top of sewer main Is greater than 16 deep, then wye and bond to be heavy wall SDR35. SEWER CLEANOUT Figure 16