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HomeMy WebLinkAbout56-00 Fellowship Bible Church - Back Creek - BackfileCOUNTY, VIRGINIA FELLOWSHIP BIBLE CHURCH - BUILDING ADDITION �'jp Roil/ '0001// /✓ 65� / DOifJGLAS G. A/AINENEY IpYEO.' RA sirs' E 5.cn' \\ 3217 MIDDLE ROAD BACK CREEK MAGISTERIAL DISTRICT �� �. L�L'11L �If+V /�Al1�.ITV \/I�n1611A � VVV1l 1 VIIIII Y IR%x1111N USE.• vACANT .41 PP \ \ 62—A-75 EXISANG PARKING AREA ROYVALD B. AND DIANE W KEELER /1 Q \ \ ZGWED•• RA * � �USr GHRIS7MAS 7REE FARM �� 62--A-73 \ \ EXIS77NG PARKING AREA �` GLASS—GY-EN BURN!£ FOIUNDA77CW ZAWED.• RA USA:- VACANT % EX. BLDG. 63--A-16 \ \ \ , DOU(�AS G. AND NANCY H. MA 71`lENEY2OMtV- RA U.SE: RE.ADENTJAL fl . yr i�'�G MM lJ 1 /^ NG AREA � \ '\ PROWOSED PARK/ --z / 63—A>5A \ \ \ i ROINALD V AND PAIR/C/A W. FOX / \ \ Y 1N �AL ZGWED.• RA USA:• RES/DENAAL —vw \\ \ FUTURE PARKING ArrEA \ 10 \ \ PROPOSED ADDITION � J / 63—A—AMU A 11 1,01 W FOX �' � MAIKALD V. AND ZGWED: RA USA:• RES MWPAL `� \ I / �, / \ \`� 63—A-156 // LEOWARO W AND DENlSE L. MV-HGYLANO / ZAWED.• RA U,W..• RESJY.i )7AL 6.- A-15 �/. AND ANN H. SAMPSON ZAMED.• RA USE.• &-,9bdENIIAL 51 SCALE 1'=50' 11 FOR REVIEW ONLY FREDERICK NOT TO SCALE VICINITY MAP SCALE: 1 ' = 2000' no .-1 4F� "o SITE `0 LIST OF DRAWINGS: SHT. 1 /7: COVER SHEET SHT. 2/7: PROJECT NOTES SHT. 3/7: LAYOUT PLAN SHT. 4/7: GRADING AND EROSION AND SEDIMENT CONTROL PLAN SHT. 5/7: CONSTRUCTION DETAILS SHT. 6/7: STORM SEWER PROFILES AND DETAILS SHT 7/7: WATERLINE PROFILES AND DETAILS wn S"6-pd � T11 JO o C. EW! ZONING ADMINISTRATOR DATE U APPROVED �o No.021621 w� FREDERICK COUNTY, VIRGINIA, SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL s`SI�]VAL SIA PAINTER-LEWIS P.L.C. 302 South Braddock Street, Suite 200 Winchester, Virginia 22601 Telephone (540)662-5792 Facsimile (540)662-5793 email: pain tlewOmnsinc.com JOB NO.: 9909012 SHEET: 18OCTOO 1 /7 REVISED: 12FEBRAURY2001 �2I(&1))1�I(on ImI ABBREVIATIONS ASSY, ASSEMBLY GENERAL NOTES BF BASEMENT FLOOR 1. The property delineated on this plan is located along Middle Rood (State Rt. 628) near the intersection with BLK. BLOCK Apple Valley Road (State Rt. 652) in the Back Creek Magisterial District in the County of Frederick, Virginia. BC BOTTOM OF CURB The property is currently being used as the Fellowship Bible Church and shall continue to be used as such BML BUILDING MOUNTED LIGHT with the proposed development. BSBD. BASEBOARD C&G CURB & GUTTER 2. Property Owner/Developer Contact: -Mr. Charlie Richardson CIP CMF CAST IN PLACE CONCRETE CONCRETE MONUMENT FOUND Fellowship Bible Church CPP CORRUGATED POLYETHYLENE PIPE P.O. Box 2757 CMP CORRUGATED METAL PIPE Winchester, VA 22604 Telephone: 540-662-7743 CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT 3. Engineer: Contact: Mr. John Lewis DIA. DIAMETER PAINTER-LEWIS, P.L.C. DS DOWNSPOUT 302 South Braddock Street, Suite 200 EDP EDGE OF PAVEMENT Winchester, Virginia 22601 Telephone: (540) 662-5792 FF FIRST FLOOR FFE FDC FINISHED FLOOR ELEVATION FIRE DEPARTMENT CONNECTION 4. Property boundary and topographic information shown on these plans was collected by P Y YP �' Marsh & Legge 99 FG FACE OF GUTTER Land Surveyors, P.L.C. FH FIRE HYDRANT F.L.S. FIRE LANE SIGN 5. Site Data: Ga, GAUGE Parcel Area: 13.348 Acres GM GAS METER PIN: 63((A))14 GV GAS VALVE Zoning: (RA) Rural Areas District HCR HANDICAP RAMP Use: Church HB HDR CURB HOSE BIB 6' HEADER CURB Front Yard Setback: Required - 60' Provided - 164'+ on Rt 656 HP HIGH POINT Rear Yard Setback: Required - 50' Provided - 584 HTR, HEATER Side Yard Setback: Required - 50' Provided - 185'+ IPF IRON PIPE FOUND Maximum Building Height: Allowed - 35' Proposed -35' IPS IRON PIPE SET Maximum FAR: Allowed - 1.0 INV INVERT Proposed Total Floor Area = 107,064 sf = 0.184 FAR LP LOW POINT LT LT LIGHT 6. Environmental Features: MLP METAL LIGHT POLE Wetlands - No wetlands hove been identified on this site. MPD MULTI -PRODUCT DISPENSER Flood plains - No Flood plains exist on this site MB MAIL BOX Sinkholes - No sinkholes hove been identified on this site. MH MANHOLE Steep Slopes - Steep slopes are defined by the Frederick County Code as slopes exceeding 15%. MSP METAL SIGN POST The area of steep slopes allowed by the code to be disturbed is 25%. No steep slopes have been NDC NOSE DOWN CURB identified on this site. N,P.& NO PARKING SIGN Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature NRT NO RIGHT TURN trees in groves greater than 1 /4 acre. No woodlands have been identified -on this site. NTS NOT TO SCALE OHE OVERHEAD ELECTRIC 7. Storm water management is provided by adequate channel on the adjacent property by easement with OHT OVERHEAD TELEPHONE the current owner. PIV POST INDICATOR VALVE PL PROPERTY LINE 8. Landscaping Requirements: None PP POWER POLE PVMT PAVEMENT 9. Buffering Requirenments: None RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN 10. Parking Space Requirements. - RED, R.O. REDUCER ROCK OUTCROP Property Line Setback: Required - 5' Provided - 20'+/- SAN. SANITARY Required: (1) space per 3 seats proposed (800) seats STD. STANDARD Total spaces required = 266.66 including 7 ADA spaces T.B.D. TO BE DEMOLISHED Parking spaces existing = 216 including 6 ADA spaces T.B.R, TO BE REMOVED Parking spaces existing T.B.R. = 16 including 4 ADA spaces T.B.P TO BE PRESERVED Parking spaces proposed = 118 including 8 ADA spaces TB THRUST BLOCK Total spaces provided = 318 including 10 ADA spaces TC TOP OF CURB Loading Space Requirements: None TEL, TELEPHONE TRB TELEPHONE RISER BOX 11. Handicap Accessibility: TVRB TELEVISION RISER BOX HC parking spaces shall have a maximum slope of 1:50, TYP TYPICAL HC ramps on the site shall hove detectable warning surface per ADAAG 4.7 and 4.29. UGE UNDERGROUND ELECTRIC HC ramps off site shall be constructed per VDOT standards. XFMR ELECTRIC TRANSFORMER WL WATERLINE 12. Site lighting will be installed to preclude illumination of off -site properties. WM WATER METER WPP WOOD POWER POLE 13. Outdoor Storage: None proposed WSP WOOD SIGN POST WTP WOOD TELEPHONE POLE 14 Trash Receptacles: None proposed WV WATER VALVE 15. Signs will be installed in accordance with the Frederick County Zoning Ordinance. 5'R RADIUS IN FEET x00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on -site at all times. 3. Cut and fill slopes shall not exceed 2-horizontal to 1-verticol unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon E, Fill material shall be token from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. & Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. No soils report was furnished for the site 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. The CONTRACTOR shall obtain a permit from VDOT for the work proposed in the rights -of -way. 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense 11. The DEVELOPER shall obtain permission from adjoining property owners prior to conducting any off site construction activities. 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT PAGE 2 OF 2 REV 7/95 GENERAL NOTES FOR ENTRANCE PLANS V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF VDOT GENERAL NOTES: CONSTRUCTION. Vl, ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, WHEN POSSIBLE, TO BE INSTALLED UNDER ROADWAY DRAINAGE THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS FACILITIES, AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF V111 ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY STRINGENT SHALL GOVERN. BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH BY VDOT. ADMINISTRATION AND VOSH RULES & REGULATIONS. V12. ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN PLACEMENT OF FILL ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM BRIDGE SPECIFICATIONS, SECTION 104.04-C, DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL V4 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT, A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS, V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE TO FINAL VDOT APPROVAL. PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. 'A 4. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE. A WHERE INDICATED ON THESE PLANS AND FURTHER WHERE PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD DETERMINED NECESSARY BY VDOT INSPECTOR. BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY V15, THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY RESPONSIBILITY OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE VI 6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES 48 HOURS NOTICE FOR ANY INSPECTION. OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT V8. THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING INSPECTOR PRIOR TO ACCEPTANCE OF WORK UNIT AND TOTAL ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PRICES MAY BE OBSCURED. PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE V1 7 PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION. DESCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. MATCH EX PVMT i ' EX� ENTRANCE STOP SIGN '4F tis 48' * 57AJ7U7Z'yPY 55145 APV SWr a STAhW- " ' -_-- 2SW AAOr/ AAOMT (1N) - - - AA1 i r VA AW7F 8M (50' R Lt K) - CG-11 34. 0' OR PEN PLANS FAC7W fW..- 4S 6i!POM (AArA) AAOr- AAWAL AWVAaF DA1 Y 7RAMC AAMV r- AAW.& AWRAaF MEMAY 7RA19W AOr- 91Z w &W £N1E7QM Sy7F sal DV.97F- 4W Mr E7V)zw A? QVIRAA1i'i= ?I(3 NW- 150 W1 MX ZN7FWO .77F Mr av7DW 47.7F= & Mr 19V7DP11ftC H4, N7RAACT- 45 PROPOSED ENTRANCE STATUTORY = 55/45 MPH SIGHT DISTANCE = 550' CG- 7 EX_ EOP -- 48' - ROUTE 628 DISTANCE TO ROUTE 652 = 890'+/- SIGHT DISTANCE = -550` ENTRANCE TAPER & STRIPING DETAIL NOT TO SCALE * INSTALL CG-12 RAMP AT THE DISCRETION OF THE VDOT INSPECTOR ECSA CONSTRUCTION NOTES 1 WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2 THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY. 3. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIRE; 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR: 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 INCHESI 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY, 4. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE 1) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP, 2) THE DEVELOPER/ CONTRACTOR MUST, a) MAKE APPLICATION FOR THE TAP, b) PAY DEPOSIT [BEFORE WORK BEGINS], c) MARK THE LOCATION OF THE TAP d) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 5. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO. 1015 OR 1033. A REMOTE READOUT IS REQUIRED. 6. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD N0.1048 OR 1047. A REMOTE READOUT IS REQUIRED. TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: CHURCH #560 PROPOSED GFA= 106,680sf WEEKDAY ® 9.11 PER 1000 GFA= 972 TRIPS (50% ENTERING= 486) AM PEAK HOUR ® 1.28 PER 1000 GFA= 136.5 TRIPS (50% ENTERING= 68) PM PEAK HOUR ® 1.41 PER 1000 GFA= 150.4 TRIPS (59% ENTERING= 89) SUNDAY ® 9.49 PER 1000 GFA= 1012 TRIPS (51 % ENTERING= 516) 1999 TRAFFIC COUNT FOR ROUTE 628= 2,900 VPD YEAR 2001 TRAFFIC PROJECTION ® 4%= 3,132 VPD OPPOSING TRAFFIC= (3132)(50%)(1 1 %)= 173 VPH 1999 TRAFFIC COUNT FOR ROUTE 652= 1,600 VPD YEAR 2001 TRAFFIC PROJECTION ® 4%= 1,728 VPD OPPOSING TRAFFIC= (1728)(50%)(11%)= 95 ROUTE 628 LEFT TURN LANE ANALYSIS THE PROPOSED ENTRANCE WILL RECEIVE APPROXIMATELY 50% OF THE ENTERING TRAFFIC DURING PEAK. HOUR: .50 X 89VPH= 45 VPH. (OF THE 45 VPH, ASSUME 80% ENTER FROM THE EAST [WINCHESTER].) THE REMAINING TRAFFIC WILL ENTER THE TWO EXISTING ENTRANCES. THE PROPOSED ENTRANCE REPRESENTS THE HIGHEST TRAFFIC VOLUME ENTERING THE SITE ALONG WITH THE HIGHEST VOLUME OF OPPOSING TRAFFIC ON THE ROAD, SEE TRAFFIC COUNTS ABOVE. FROM CHART C-1 -1 .14 USING THE OPPOSING AND ADVANCING VOLUMES OF THE 173 VPH; THE PERCENTAGE OF LEFT TURNS IS APPROXIMATELY: 40/173= 23.1 %. NO LEFT TURN LANE IS REQUIRED. ROUTE 628 RIGHT TURN LANE ANALYSIS IT IS ESTIMATED THAT TOTAL RIGHT TURN MOVEMENTS INTO THE PROPOSED ENTRANCE WILL BE APPROXIMATELY 20% OF THE TOTAL NUMBER OF VEHICLES ENTERING THE PROPOSED ENTRANCE, DUE TO THE PROXIMITY WITH THE EXISTING ENTRANCE ON ROUTE 628: .20 X 45= 5 RIGHT TURN VPH. FROM CHART C-1 -8 USING THE APPROACH VPH OF 173 VS. 5 RIGHT TURNS: A RADIUS AT THE ENTRANCE IS REQUIRED. TRAFFIC IMPACT DIAGRAM NOT TO SCALE I� COMPACTED SUBGRADE ----- ROUTE 628 ENTRANCE SECTION NOT TO SCALE z z O O N N 2 Z W W a. W W Cl- W W cy- W o Q 0:: U ~ ~ W Ca Z 2 p� Q a CL o O N O O 0 -.tIr-iINI--Izl 0 Z U W a w F- I- U_ W 0Z _T5_j5 U 0�5 MOW . m'=inO CD0 50 a Z `t x �WW �mwo W_W UU_ W W U O a M ■ 6 JCN o N a� to O N -•j N N � f \ �•-� N N W00)0C) J o � > 4r �� t m c O W�L0U .0 y C _ Q vj U ct� -6 ZN O �■ M 4 a 01 L) ip C. LT*S a No. 21621 L4_ 1 ONAL _ DATE: SURVEY: 180CTOO M&L SCALE: DRAWN NA PLC JOB NO.: NA 9909012 DWG SHEET: SSHT-- 2 2/7 d I V) Lo c 1 LP P / \ WATERLINE BY OTHERS O� / / \ NC PR. L ,AA PP / SID // Z00 / s, \ 40 XJ EX. 18" EX. 18" CMP '! Xzvl JACK AND BORE THROUGH ROW 2.21 t \\+�! 4Q� EX. ENTRANCE / / FOR INSTALLATION OF WATERLIN !_ E�X.STRIPING INV. IN= 80 -11 L P EX. 18" CMP MATCH EX. PVMT, PROVIDE 77/ STRIPING /Ci AS SHOWN 77cu,/EX. SIGN �900. �F / \ BOLLAR 2 &ED \ 2 WATERLINE ESMT. FH EX. INLET DI-7, GRATE R20 \, OP= 804.50A CSC �`Sp FM -SEE TRIAD DWGS, NV OUT- 800.50 j �LQ, UPE X. LP NT �9 \ / EX.B" PVC f .3 \ 1A EX. SHED � ? / ,��• R2 CU APRX. LOC. E 1 NDDC 24.00 j� ANDSIZE D NPSTER MATCH ,7glf L �RHALT�',��`y B ao ♦ � F g a,.,F RVS � \ DI-38 INV. OU _ 42.0 \ TOP= 796-80 ''1. \ INV OUT= 792.80 TYP. 22.00' TYP. Fs Di-3A T )p , INV i TEMPORARY OIT CL � Icy pj N0. 2 SEE SHEET 5/7 ^� ^T R5 R97 18.R0 �_11- 7 OP7 T=94.40 FUTURE PARKING AREA OP S INV IN- 791. n4,98' OUT- 791 RS.I o,0, r 28.68 18. $t.00 40 PYC ROOF,--' DRAIN LEADER -DAYLIGHT _Y4, _, � � R1 %5. 0 QITCH(TYP) j `rf;sc TEMPORARY DITCH CL 9 \ NO. 1 SEE SHE �o - . R t o' ti o 51.28° DI- 3B B 1 TOP= 792.80 �eq� INV IN= 78$.60 INV OUT- 78$.50 o TO�r 791.30 INV IN= 755. ) INV OUT- 784. INV IN= 785.6012'-1$"0 CPP O 0.83% { 2j INV IN- 785.60 84 N; REPLACE EX. 18" CMP CULVERTS WITH ---� (2) 19X30 ELLIPTICAL CL III RCP EX. (2) 18" CMP� INV IN - 784.50 INV.= 84.59 INV OUT = 784.30 LENGTH 20' IN V. = 784.34 < RESTORE TRAVELWAY OVER PIPES INSTALL SIMILAR CULVERTS IN POND OUTFALL AS DIRECTED BY THE OWNER - 79.17' / INV bUT= 784t50 SEE EROSION AND SEDIMENT CONTROL PLANS FOR RIP RAP DETAIL ZZ DI-38 TOP- 792.20 INV IN- 788.00 INV OUT= 787.90 DI-3B TOP- 801.30 INV IN = 794.00 INV IN A8 =794.00INV OU�A5 - 93.50 TOP= 806.10 INV OUT= 801.40 75� / �, 443.38' SCALE; 1'=40' N t a F- U � 0 Z o �5 CD 0 5 0 a. z 2 6 W W o a ``' W U w ^O ■ ■ O O N a� Ln O tV tom} N L0 r .�� O 04 (0 i N tD W �c .0 o °' � ID O m ?; v c W .c 0 �c ao E ��c C Q)U � l ZN O _M a a Ix R- vow ;�0H C. LEWIS No. 21621 DATE: SURVEY: 18OCTOO M&L SCALE: DRAWN: 1" = 40' PLC C.I.: JOB NO.: NA 9909012 DWG: SHEET: SSHT--3 3/7 a' X (05.10) 804 -- \ \ \ Irv- \ (nn � m X (804.28) 12. ) j X (805.07` ; X (804.30) (804.3O) X (804.92) X (805.32) (8 �) �06' \ \ ` V) Z V) X (8 .76) \ &000 \ (812,13� 0 0 cn LAJ LQ x 05.16) a. i X 05.52) C < \ o � �--j r' Cl � x _ .64) J (804.40) �crr �<.S / Z o \X L803.93) _ B �X 812. \ �- \ \ 812�j r x (so3.54) `` / x (so5.70� x s05.3a 806 (804.80) X (805,27) ( \ 07,65) CL qz( X (802.531 / x 9.02) I X (802.63) \ \ \ Q $xw-Cl7T - X (808. 41) \ \ \ o (804. _.. - - \p7. \ o luw X (805.95) i x{ 8 n A X. 805.50 X (806.6 I i �0 802.75 X X (80 26. BLDIG. I FIELD FIELD ADJUST GRADES TO PROVIDE POSITIVE DRAINAGE (805 44�,� \,80& 38) \ \ \ / ( ) ) EX805.70 X (8D5.27) X (805,18) \ FLOOR EA �- \\ \ x ($12. (800.71) \ 5.780 SF x (803.98) \, 7. 0 \ FF• 806.93 �0 3 f \ (812- 34) FIELD x 4.62) X (804� \ \ \ \ \ FF- 806.50 5.2 HT. - 20X (808,11) \\ \ \ �`{ - \\ 27 X (804.29) X (404.9 X (807,55) \ I X (801.04) \ \ ( 805.00 \ x (80 01 ' ► s_._----.403.93) a \ \ z ( -1 �� \ 808 - \ 808 - - 8�3.67) �805. o \ , _ wM \ \ 80 18) x 3o5.e�r \\ \ CL / X (809, X s12. TEMPORARY ROAD E ORARY DITCH CL \ \ 807,pp 4.49 3 \ ( \. O j X (89bv1 SEE SHEET 5 7 \ ` Y o ) \ 808.65 `�„ \ z I x 8.7 J \ \ O �" \ 5.90 x (806 8 :) \ i q11 / '� \ I \\\ \ \ 812.40) \ \ 810 3 \ 809.20 \ \ X ° T05 471 1 r ;� \ 809.93) ^ N � x (805. 8 l p 808 809.00 x \ \ \ 04� 7) X 7 \ 80 . 806.10 (8�. 8) X (806.47) / \ 6. 0 1805.90 809.30 x(84 56) �\ \ \ \ X \� \ \ \ 8 5.80' x ( !c (800.36? 96.78 Fp Ep {8 .93) (806.8 X (8(�.78) 08.60 \ 8 0.$0 \ \ 8 \ A A (798,47) (798.07 M� SECOND FLR. \ 9.00 810.50 \ (812. %\ 59i \ / \ x (8 14.e00 SF 1 808.50 g 06.4) 5.33) ' 806.1 \ X 806.73) 6) 0 / \ ( 5# ��( X (805.52) \ 1- I 004-38 X (804.94) / \ \ EN (8 X X (i 02. 5) TO 0 09.8 (807. \ U �. URB � + I \ 8ps.20 q (808.41) ' \ 7 (804.54) 1 \79J.X) \ o0 807,80\ INFlLL -5.0 806: 06.30 \ 0 X (801 58 13) x '96 x 03.1O\ AREA = I C 6. G 8 7. 0 �� 808.90 < Z X (79, . ) x (796. x ' 44\ ! H " Y 806 ?�280 S 8 6. 7 806. cl cr- x 806. 5 x 6 V. 0 796. �. 4.2 / o�S \ �\ 79 .10 \ , _ _ _ ` X �`8G .8) X (804.88 8009) ` / V) / \ \ / 05.40 � 3.97 x (805.Q9j �, _. � in O 6. \ 807.20 807.80 /'� . 07.93) m 0 (3U 07.00 \ /� 805.10 / \ TEMPORARY DITCH,CL \ \ \ ` co Z Y 807.00 \ \ TC x (803.80) 806.20 806.50 / U / N0. 2 SEE SHEET 7 , _ , \ / wui X� X 8 X a03.71 �05.5 W � 798.50 1 Z1010- � OmW.W (800.83 \ \� _` -- --1 06. 4 1 806.50 ow 797. \ MATCH PVMT, TO 806.OQ 805.70 .13 \ \ 796 30\ _ TOP OF CURB ®CANOPY 06.7 06.30 � U / X 0193. 56 \ ,_ \ X (804. 7) o 1\ � ' � � h X (803.02) cvo � m --'x (793.85) X (792.35) \ 1 \ \ X 803 j X (803.09) / 6' ADD6ON ( x 2. \ -PROPOSED 4 x �,gp1, x(802,4 7' 5 ' \ HT.= 35 \ ` •yg SoS. i2 FF=807.00 (791.68) -,.. r --- '' \ \, BSMT. FF= 793.00 Jo \ = SF (aG O \ -\ ` FT. PRINT AREA 23,900 \ 80.9 80.6 \ \ TOTAL FLOOR AREA= 71,70A (f2. ) �/ \\ \ X (802,83) x (802.65) (801.24) ; 5� o Ii -� (8�4) �\Ru)c00NK) \ \ \ \ k ( 0. 3) /.�-- - 8 3.70 ^ N rn cn FUTURE PARKING AREA \ �79 97) -� X 801.7 QP `' N , j r \ \ X (790.97) ) Vr v Sr°., \ \� \ g 14 x 800.52) X .52) IN IN c� p cD tp c (801.82) o °' o p W X 03) i x 12Lo X (799.8 x 0, y, - 0. c.2 5V 0 v 790 -"' \ X \ 00er _c t ch a '�, TEMPORARY DITC ( 26) \ / 796. ! ui o c 0 o \ \ NO. 1 SEE S4E� 3 \ 7 p 793.00 7 .65 x 789 ; ; (798.54) 4000, \ •� \ / x -7 (796 X (797.20) 79 / �y X (795.08'� ,96 2 JOHN C. LENS 788 -� ` �\ - // No. 21621 �\ \ x ! 7 2.65 % � •off �'� � 79 .1X 70 \ aro�� TC \ 792.20 �(4 93.69) 70NA1 \ �92110- -- T 91. \ \\\ -- 792 1D80CT00 SURVEY: 0000, M&L \ \ T� 19 300' 3090 \ C /, / ' ' SCALE: DRAWN: 1" =30' PLC \ X?86 \ 1--,SCALE: 1'=30' C.I.: JOB NO.: 790 2' 9909012 DWG: SHEET: T3�.0000, SSH T- 4 4/7 ,12' x 18' S T N D. -- STND. U-CHANNEL POST RESERVED PARKING �I I VAN ACCESSIBLE -- — PROP. GROUND PENALTY SIDO-500 TOW -AWAY ZONE fr VAN ACCESSIBLE SIGN HANDICAP SIGN DETAIL NOT TO SCALE VAN ACCESSIBLE SIGN—\ RESERVED PARKING PENALTY $100-500 TOW -AWAY ZONE HC IGN NN Q W a. - - ---- 8' 8' —� OR 5' NOTE: ALL C❑NSTRUCTI❑N SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES, PAINT: N❑-REFLECTQRIZED, ACRYLIC LATEX TYPE 44LDXX TRAFFIC MARKING PAINT BY DEV❑E, L❑UISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECT❑R, PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE END OF STALL - STRIPE OR CURBING ---- WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45• ANGLE C+ - CG-11 i \ Radial combirwfion _ curb and gutter � .t I 1 I• EI I'a •t I$ SI Is Radius to be as 9 o stiown on plans w A —1 — I �� U U o a Street approach some � p _ surfacing as morn line 6" roadway -o m .- U vwi _ I r R �, Expansion Joint f•b . Main line roadway .__ -- .� rn a r Note. Width "8" 2'-O"or as 2 ` shown on typical section �' HALF PLAN Fore of -Gutter line utter line Cwb Curb of Stds Sfreet Main lire Roadway _ When used incontuncil'OnwnP Standard CG-3 u� CG - 7, the cwb lace oro this Storword is to be ,d, .sled to mulch then mountoWe Curb conr•1"ohon, SECTION A-A ='nCA110N STANDARD CONNECTION FOR STREET INTERSECTIONS 'ERE NC E 502 VIRGO41A DEPARTMENT _ d 1 20 TRANSPORTATION '2' DIA. STANDARD IE STEEL RAILING SET 8'L x 3' DIA, STEEL EVES' -GROUT FULL qER TO SELECT PAINT COLOR / peneralbackhll .ATE RAIL AS SHOWN ON SITE PLAND. general .O.D 8"-- z 24' carefully compacted 24' cabefkt NluOY � soled backliN .... Mario t 6' aggro [ale _{1/2 O D . O.D. �• ' !_ )00 PSI CONCRETE • _ i s- 6• \ concrete stone aggregate WWF(1.5" MIN CLEAR) 1�9�1!��A SEFSSE S�yjjTANDARD general backldl _-- general backftll O n — 8•, 'MATION l3 - e• - caretully 24' caretully compacted cornpacled 24' EXTERIOR STAIR DETAIL - reap, NC g _- _ led ti,tcklim select backfill - tp a d ins Ir r Pq UI. 0 8I tyCNlCrtate - NOT T❑ SCALE -- _ _ tiN».dn 'i e. rsn co+struCrm A,1/+ O.D. - cap, a rr� D.D t— {/- n.,•i corer• 1/20.D. ''Or=ra ccrr - - - caw r%• ✓aT.r✓gin e _ . 1 Fes`- Una CG vorslor $%ne.m , �y� a Slaprr. Spa �' e10 v ✓/ ` ISAX* L _ Sb••.mr $ wncre)te �' stone aggregate -b 0 - l eae 1. -6. --�f � 7YACAL ALrERMArE n aK Pcw 1 sit i �� FOR USE Ar APPLCA&Lf SrNEEr E+n�/�pG1F eji(N ��+�•""� •S B Aa's . 'z rr cowNEcrtaes ANo co w ficiAL • �y Comrlda Er•rmw WN Cyrrr• Ni r rMiMr ,'run, rid,': .vkf,,~ RAD,,A!- P!-,1N cp r" i, E 4wcES. ,.. 54mrard MJ ,Ian X10 0.375" x 6"0 CONC.-FILLED STEEL PIPE ?` _ PAINT RED A / FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE PROPOSED GRADE EXISTING GRADE - TURNDOWN AS REQ'D 3 �1 1 ' Yfl3 IVV Prmlrsdpa 1 i 9 vqf. die y� B ammo. o side.011 .eN I Sddw e � a.. oL I ►� 'o ooeueo�o i / see 4d Ne,r..,m A --' TANGENT P! AN �6p ioYf•RC vK1 •rrM• Srd. [t: f CC' Is "W.mores 7' ea rh Mn-t;m Ci 4 Ial.p Inge. 10 a Cta„ A'j CO c* I`ro„ A n W*QWJ.i rn u1o•esl,lor/rnig0 $1Ja•;11 NA — I.O,A,.•rIV 10 ev ale0`1 rrlvn0 hx as 141 ire eM r4 rlorn r /Ie IOmO /ray '..v rim, •iar a r..un y rllny u/Ir 51I101 anew 0 /P.l Simi A Wosl b Cd,r In ,W.C,, rh OMetlObp +O NIV Sh0 w n0'IOM A e. ii-mm oW W4 Sre.CG 2 R_; 1, rw •.:m y Cr 6 L_ J sro.. a. _ rrmlp sJau d are rep a a n,✓p ,mylrn<oq ru. ;oq0 ,ImV s �slrip .+• . . mtasoea :mt„vcpelt /wl. wen r.xwrp Oy,. ' — N' raga fray %, ,ry ee4S' 'Ives •..sr V ravfdW rr Oar -..I M fret p/dlNltp tarp -- VIdu :on a Mr." .: d rr aaa'e,: i/ ,3 •,zu .: o 'rom' ^gc0e ,move rm or Cass A 4. SECTION A -A rn, Nan •q a RMsvup oat as ra m Ro S , a awed I' a en ro taxi p mro M• r,ae, r as.m y coat I. data rNw. •vd~h d ra v fury Nim—m cyelae •$ , snprs a r?CC it✓D raga .Ira oe raes.rp oar read Iy d me arr.ar wvl Wkw /a Ivor ,WfC C~ PN.tl S3n0a Canlli..<1lpn Ciycrr. slon•a, oro E.P w mow gv. v0—c-.0relnoom Seta ;c:;. �'•''-• C,✓Aiwa oro p.mu vm rrya,trlyu wjO "a✓0 ro•w o•s .,cw.p In ;rnAa•+ In Mahn amp/arp oro p/1r. I ----- — "' xsp irtar In cw f,xxrlpn on sved CC r CG '. rh p✓0 roe m s pyow0 4 -- ^ • -___- Id p0 "I.tlp ro .acre rh nuivdy. —0 corelprmlo+ O.O m AttY,sly. rat• it mintd a e cyrtmow C,v.6 40-kV r• a p. ,sap a 310,n a rh MM r a dung SFCT! N a Ih Ewla•I rlrloall..()gl. araea. Ilan 0/a JIrO r41Y0Ip l'Itle. re la lr po+l„p �V my3K-iyy . P•f� O+ R'[e3,U0a 'O/e 1� rJINn Ih 1191rd o:� • it+.'!f 1 •1C w'd aQ]/^�JPe lidn.o„ Jrmin COvrcrlro Op a(ea,lpa 0~j d 0 rq d 0 n0l ryrlgry crm>a, o N► rµMatefs d rMral ,Id r0a is O.I,IIrp, tiow IwiMlr IIp tyre 0. cj VOOCnW."Wee e.v pv pppsp r nerc,l ar•d IrMr •W a afar /, Oai pm*I,IJY c,m.wM„ e, s/b m Al u rrpr.rre• .rc,a �:dsn d sroe"we n sldm,Ou I,yO pp py,ery run nay r 0,' es oilsrp rh E xis• sass ,on J ♦ ft •WM,.u•Ms. E..I�J / A I�tle•r. ou, ,ru.rd r,d w r.c0rp owro .rice „ap Illal. rn'P'r pmfl,•lVd,aaa. arm lnmrs. rc rledap dro raaaww_ CURB RAMP RE f rAr.cr 'r rRc,DNc 'y'rH MOBILITY IM,PAIRVE.NI S; y� t•0 VlltG WA OEPARrNEXT OF rRAwsrl'pRr Arrav Rplse• 4-Z893 504 ENKAMAT EROSION CONTROL REINFORCEMENT MAT OR EQUAL INSTALL 4 ROLL WIDTH; APPROXIMATELY 12' TYPICAL V-DITCH SECTION -NO. 1 NOT TO SCALE PROPOSED GRADE EXISTING GRADE 3 TURNDOWN AS REQ'D �1 ENKAMAT EROSION CONTROL REINFORCEMENT MAT OR EQUAL INSTALL 2 ROLL WIDTH; APPROXIMATELY 6' TYPICAL V-DITCH SECTION -NO. 2 NOT TO SCALE CG-7 COMBINATION 4" CURB & GUTTER NOT TO SCALE (SEE VD❑T (CO-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 1.5" SM-2A 3" BM-2 6" 21—A COMPACTED SUBGRADE S. french width •' as requ red 00 �! R" ,*a rchedu!e 40 9' r•• ! �}� sleel pipe filled with fj concrete and painted z y V 0r i J concrete •�� ;�'' •r�i' crtcn4lerrtenl c•xt. M^ tbm ' hl• tck " zj BOLLAHQ..DEIA11 ! due' licI setting to be approveu pim to �.nstallation :f ii. as required—- ; concrete pad 1'-6' sq. x !i• deep FIRE HYDRANT ASSEMBLY Figure 9 CG-6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE 25„ 24P 4 ., 16 ISURFACE L — BASE SUBBASE CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. CG-3 MOUNTABLE HEADER CURB NOT TO SCALE CSEE VD❑T (CG-3) ROADS AND BRIDGE STANDARDS FOR ADDITI❑NAL INF❑RMATI❑N) - locator pep whardcal joint 0 M tee with "rich HEAVY 2" SM-2A 6" 21—A COMPACTED SUBGRADE NOTE: HEAVY PAVEMENT SECTION TO BE APPLIED TO MAIN AISLES. LIGHT PAVEMENT SECTION TO BE APPLIED TO ALL PARKING STALL AREAS AND AILLES ON —SITE PAVEMENT DETAILS NOT TO SCALE _EXISTING OR PROPOSED CURB(TYP) WHERE SHOWN ON PLANS r- 4.50' (OR AS SHOWN ON PLANS) I LIGHT EXP. JT. MAT'L -� 4" CRUSHED STONE (31000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1 5" Min. CLEAR) TYPICAL SIDEWALK /CURB D ETAI L NOT TO SCALE I (OR AS SHOWN ON PLANS) 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO =CALE 2"R 6,. 7 CG-6 COMBINATION 6's CURB & GUTTER NOT TO SCALE CSEE VD❑T (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INF❑RMATI❑N) Z o_ I w � W o 1= II z v Cn Ly 0 Z Q J 0 o W '- N `Z Q Z U U (Q Z z UOQ� Wa�S J mQu)O 0-Z Y U Q Uj W 0MWw J 0: 0: Uj V � LA_ W o U M/Q� W ■ ■ JN O O ■ a� Ch 0 N � n ' v N N M I� 0 q`t LC) I (D N WU 0 O a ' 't 't tllltlllJ ' o L m �; c Q) W�� -C v O -C a- . U) O O N U ZN O Q a TH 0p l� G' o 0 N C. LEWIS a No. 21621 lk�I _ZONAL - CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. DATE: SURVEY: 18OCTOO NA (� C G — 2 SCALE: DRAWN: HEADER CURB SHOWN C. 1. PLC JOB NO.: NOT TO SCALE (SEE VD❑T (CO-2) ROADS AND BRIDGE STANDARDS FOR ADDITI❑NAL INF❑RMATION) NA 9909012 DWG: SHEET: SSHT-5 5/7 (A 1) (A 2) - -tool o 0 0 nA4 � (A7) (AS) I I I 795 79C 78,. 775 PROPOSED GRADE / I EXISTING '' 204.00' 15"0 CPP 4 3.63% GRADE I / /-' 152.95' 18" 0 CPP 5QZi9t% 3QZII . 181.88' 18"0 CPP 1.26% 12.00' 18"0 CPP 0.83% O 00 O N O t`? O 0) Q1 00 co aoIII) o 00 00 00 00 r0Zam f 0Z•`0z. OaII O �O ��r1Ij1I 00 d0ZI I 0 L6 6 I�0 00 00 M 0 0 00 00 aD ODa)m 0 II w rr O o I j 00 OOZZ0 000 O m 2II ? + + + +ZzZZ + _1 805 795 79C 785 775 10+ 00 11 + 00 12 + 00 13+ 00 14+ 00 STORM SEWER Al -A5 0� S n82 EXISTING GRADE - PROPOSED GRADE .01 II I 150.15'-1 "0 CPP ® .92 FM Q --''' 166.40 8"0 CPP ® 1.62%- 00 91.18'-18'0 CPP ® 3.1 % II a OD W p -� 00 N v d 0 0 U t\ M 11 II I ` a u a 0 ~ O 00 N �Y II00 J 11II + O a mm �k3p Lq O O O 00 0 00 _----� d -- - _ -- --- --- - -- 00 I ^ U3 N In 06 I h I 11 r\ I I co 00 00 QCIO I 111 I I p O II II 11� ZZZn 00 it ZD y 7 ZO n� O zzzz + zZ f az z 10+00 11 + 00 12+00 13+00 STORM SEWER A2-B3 15+ 00 805 805 790 790 785 785 780 780 775 775 B05 805 3- :rr 795 79F 790 79C 785 785 780 78C 775 77� PROPOSED GRADF EXISTING GRAD.-- EX. WL-- II 94.15'-15" CPP 0 1 .1 I / v 154. 2'-15"0 CP ® 0. 1% 173. 2 - 1 0 CP ® 2.19% W L O co II DO 11 J a 0 N II a d Do 0 � d O n IZ II �t O t Q II 11 00 h- �QQO d O J QppU? U o� O OM O 1 O I • 0) rn 1 00 11°�'rn Q II II Z 11 d II 11 O _Z 0 _Z O p p + 2 Z_ + + Z Z 2 16+ 00 10+ 00 11 + 00 12+ 00 13+ 00 STORM SEWER A4-A8 (A2) (B)4 (85) EXISTING 18"0 PIPE -- EXISTING GRADE ..•--_ - ��.-- �' PROPOSED GRADE ..' 175.94'- 8"I0 CPP 03.24% SN W1. / -� F M � 268. 5'-18"0 CPP 0 2.98% �..-' 00 V) o II t, a I. - 0 0 OD 11 w^ a J U 0 M - I CV U I'h II OD QL II + a� ~ o � tri In k600 1,- I Ni I orn 1100 0O0 000 m I I 0 0)� ~ p 2ZZ0 ii C it 0 .- ZO OZ pzzzz zz dzz + - + - + - - 14+00 10+00 11 +00 12+00 13+00 144.00 STORM SEWER A2--B5 HORIZONTAL: _ 4 :rr 795 790 785 780 775 15+ 00 14+00 800 7% Ew-t.IaPc 795 q aw• clt.nttr ear N 9rov4ed 0R r wrewe teoaa. t T s !�-- D ----11 i Sw need A- rA Mn l2' c< ; �� 1, fwa +ox, iaw Mc.. 790 �'/ii"� 1� 04 ears 13 A' C-C 'O' 1. Emcn .mi. Ease tIp I Mow � � I L if sr orr e 78 f� FRONT ELEVATION SECTION A -A ' � '2• ='tOe w" ism TE5 11 r/too dre.Ir Sh"w !0 ae otaveled Concrwa +o oe 4000 >S.1 n»n»ye p,.�e�j� �,h, � ;nor _. it Ptoa " to 0. swawd ,M o.«tq aN N /Ajlleedd $0 ea4ARseadare angles o 10 45' Md4ttwtatp sled n occordrtll oft AfTM A-65 j sss%llel, Nn l i A•90 odwsne 0. re.wrW, 4'r,ae. eretea. a qlr 'eon 0. D. Rip.. 4_r .• to otrne,aar. eaten ore mmatRR,i Actuw mwwwnsi.ta nter wry, rttn nowt«nrae rolw0nctQ 1 In ne cma Hall lop of w.srotl oro{Kt ODo.e till .tope, "Im stooa, w ww wr. 780 Mwdw.11 to carewd M w.n .scope wtlre a co~ wets it e" or www^,vw oc uDenetDevel edge 4 rerred o., 9.a awnwr w tM net end of ,M culvert 1 war• :ne cow eMdleo«rw the culvert 1. best w lteadwjM st the outlet ra of Mo C~,," bo MOM etiwre edge a °.,_~" DETAIL A DETAIL B Ew-lPC I EW-IAPC 77s ENOWALL FOR CIRCULAR PIPE DIAMETER OF PIPE CULVERT D Q' is' I le' . 2f w 24'! 2Yr 31U13a'r 3�' TAW L I 4%0' S-0' ! 6'•d j 9'-1 t0•-d I lz n a-, yr a-, ,14. 1 v-, ,rr�-v-r a•2 ,ir a•r ENOWALL FOR ELLIPTICAL PIPE SIZE OF ELLIPTICAL PIPE CULVERT (SPAN.RISE; S.D 2S'.4du2f 4='.27• 5y .3C M i i-i0• V -T, I Tr Tr 7- 373- I 3•-4' }•A' 7'-2" 1 e'-A' 4-r KI-Y wIf Y-f it -if • a•2 t? a-Y ar j dr a♦ IIr I a-t ,rr v-r as la a-: ,rr as j v-r v-s I!P ! va Vt PRECAST ENDWALL FOR PIPE CULVERTS VIRGINIA DEPARTMENT PECIFICATION REFERENCE 105.04 U-1 r- C 0- ot Wgo w W Z a LJ ( c �1 Of 302 1O1 beI TRANSPORTATION I _ Z oC CW CI -I a s«..wN....wd eaept N ■ 4-dw I•rr �4 r- MOTES Fw arre Std. sT-i ,} j •e)r�^ 5•Qn watp rtofe e�rlde /+r Ni b M b'. Fr pacer adptn rr w SteleMN OI'eA �r t Z•s •d• ellr, eptMIMN osier t4I No h I re b ee com of �� ». oaeltellp to �enleq plea IS- t The c0w M ■J■j it - A M 7 1@! ' Nr•rro w Wwr d1 RON-0 naarNa ro we J I'E e A.41fis w sertq rs a w wcYiw m R,e nce ad for me sop '�i itt-tl'-e►'r 24' niW cwirMta W V iUu .MI N erefaM a cot m Dace . _ Y eM w ~ a war a be Ciao A 3 For rKaw see SNet milm d. ! U Toe �f sReirtr teraw an ti Ssdrteww pRd m arw i w pa re dedM A be •toewrw flan Rie »ton d Rw o.rl- SECTION N-A Irl ere Is" top d IIe seoc%m ptdrt "tt'eerw.ter. 4000.WA • .et IV 4SMOS ep ouroa....ips ,nt I-- 4 -r Oats,, s eIMOA tee. N paew a e40 or M Cororpc,w traw cafe w4alRan. Y PLAN 4 4 . e' S.6ol, DW ft i eelMa4 12' n tM e..., ,n..rw, i t Matt" cat . Isis oar 4.r t Gra�a Rentstadi C c . r rraM w wl area Waawe CONCRETE QUANTITIES FOR MIN DEPIH e4 eanen, or a. sR.4swe. R. sR.rr or me seteR•. O w... n«..an 12'. tr pteanc nwert Ix b mrl� mr e.M fe ..... 2 . «... i..o c r.. ca e... rw _ rnr....e �... t mo.w a e....e •. r d W W 5 coot. J cMle v4' wewt w 9's mad step -,a seltMnrRt ers- 13a Ca.Tr, caRreM w Its 0 r .sew a ,i.."whit TTse caw to. � O ntus,rt.rm r.e da 0.03 » h, waM 4 n Rrd ft ftQ Y?�Mdce M"be 1A' caeC ow - 1620 C..W& cisomm srr, sttgsta .rtw d se.r0 - ow ,Mo Its b V n110 100-0e CIrR arciterW Ibises N ptorldeASNSirdrd T-04-3.4 24'ewtcp"- to17 rxrd.Oeadrew tr sirietas W ..Mode M s"wis". AM 0 4/! C i.'eAt. en eddMteRr toot d amm F-'- W UJ SECTKNa STMLT j$ECFION :AST *M W f`i Ole ..aedde � Iew halt caer ii co K-t C CAIN rwaell memo" at aAdeyo. _ Jptala� j.titg N eeMattrAA OdAf MMGA!3 b 9roct R,O. .- 40 y cleat men". conrrect••w "�7.4 Sa'7a1�a4 I" 4 0 tor N 1.4 'LoxSECTION C-C SECTION B-f! Dlet[C06 i�R APPROXIMATE WEIGHT 0 ce,l Non N UAT 111oN oNMy c wa M3 : ;eIs, (V Q) v N I` DETAILS OF COLLAR AND GRATE S_T tNDARD DROP INLET 12 - Pi PE MAXIMUM DEPTH (H)=10' -� VW311141A -DaE�PMTMENT '�� 1 TntMF�TATfdf SPECIFICATION O REFERENCE _C C -& -- 233 W U O C)302 0 Z CI 'I -0 > In In fJ m v c v 0A 38 3C bapuR' mp cwtc.aN a tn.awli'rncleamosent ecaa n •R ales a4lrww "r"' sr •'�"'' -+ �»-E _c Nrrrad �}ow "�aw �" ••• _c .0 � " W a E..w.w 4tRr Fs.teat U � U 0�fAssI1J hr aaarN s, -1 F- a Car ((�^1 Isis a +•r'e lot:' sas st'a IC-2 1 ( I �- I 1 rs!e . i Tads, e z 0 � � ;.: err rrrrwwr� ` q jj j L.r • �.ew • •ss e, lra • wMwr.`wrrt. eww, _-•_x-e G--4�-: k .tw . r�artasrs . .also lira « ism u.sw► Cwrs, ertr » N _ se.raSer anani j , . rw PLAN t7 ra h� tcr� 'Iraats, ilea oeto erg M swMtrt,n .lest wr R. ttaawert Leal " eaaa �'-� eel aawr artp r 4wt P aA Oita prt.w. • esw d yTH ON' r-ra .� r• - I ----- -- -- 1 r� _r.r-i SECTION 5-9 }`f+ A. 8 a I rr y ..o y '-�=_----------------------------� ! ,...tyr.wew , --y. �.,r � N C. LEWIS i ti eve. x tI r ... r i M»' - - No. 21621 � I'1-`•f eve..... Y1 -w. • ,e.. s.w ur r tree eve •»e CQ-3 • CG emmw FRONT ELEVATION tie. a 4rw Mist ace. w ar c6-x A cI-4 smadKee. air. L. ttwa.wa dap ew,.Mt .coca "es leis i -" n rtr a.w n ..,wr or lRe owAs� ova a •griw wan w aa+on N arwa -.tear aetwM, wise I iw•'�' en . w �9{Jy "it,wtrcttrrs wtal, r ataree a oee.w R.w ..w as is •les»e awns i _� ,y,r �..<...... ». I OV AL Rr•tss Sra.awe •rN mw _ :rrtrva Ns rw ra.cnr 'fir b rFrY •tttttMll -W of xelr n a. rr,Ktre. TRe eta► V4 •r4es• r eAtwrae esr T� ' '�'r is,••• eltett w «C«aeta..m. ,M ew" ,tow. m 'fit 4 +war, 5n40" inrW M mctuoso m rRs «W e4 t« M w,,-.as a,t ».37 Mew ar fteRawa Cnw+te w-wee Rererra awlw aw-d+.tots to 1e'I---a-or--�.•: s*,. Fw aaewrrla eM eeasaatea Rat cllara ar -Rep x• 2 •asrY M sescw .. •4'•'`-- 9ECTp11 A - A or }A I of-3e I ol- r r-?" � i e• (' . •eve. ir------------------ ---- I I DATE: SURVEY: • M =� 'M t f 18OCTOO M&L 0 ---� `"" "" SCALE: DRAWN: etaaw erw w . » .rae.r.e r--, twat r•rtws r stw r war . • w rwr . artaasw 1 "=, 50' PLC care •tat r•+ r•. r r wr..e ,r crow. r ..per+ I 0{fAtl wp fAM w.rrr • r atewa . r w rrs +. r s.r w r r r+ ..a ....list TAe •M • ee.Ieeep. aleee • as ow spec, I.0 r M our w N .ra » staarae ttr. tIe sRrrl M oft "Mae." ptN ""No M we sra7we Isde •»' �•sP r sr ILI .r, w sows i, w rwr r coot rn1101ir �T� � 0 � NO.: al.rrer a govowma etw sea ••Me0•Ip d.apeiw ere re ettM ds.eaeres C . I _ . saw, _awr»ww.rise t.tt,«t« t.e.t pd. a.teld.i.. w „_,.,, .•„ 9909012 Sh"I I of z NA r - - -- I SPECIFICATION STANDARD CURB DROP INLET REFE E SHEET: if-30r" PIPE MAXIMUM DEPTH (H) t 6 DIN 3 VIRGINIA PARTMENT /7 ssHT-6 104 09 1 TRANS TATiON 6 ON —SITE WATERLINE 0Im E:�•Ii E:i•Z 795 790 785 775 • • 79� 79C i EXISTING GRADE — I AL ----- -- HIGHWAY CROSSING -- PIPE CASING :8"0 PROPOSED GRADE SDR 21 18" MIN. SEPARATION FM -� ETM 12" MIN, SEPARATION 6" MIN. 0 R ff O 8" MIN. SEPARATION = a 6" SAN. SEW. FM PROP. WL. DETAIL ' z FH SEE TRIAD ENG. FM Q 6" GV WL PLANS -- ---- _— --- 8"X8"X8" TEE 8" GV LL I- 3 8" PLUG AND BLOCK Cn — -}-- — Q r Icr W ( W GV _ U Q Cr8" W ---- Cn �8" CAP AND BLOCK(T.B.R.) Q Q w > PR. WL TO FELLOWSHIP > c' BIBLE CHURCH Li w Ln ~ Iz - ---- O O O _ 00 ^ - 00 -- o o . ^ I— >- co(� W W . F-- a- m w W Z Z Z w Z Z Uj Q FW- U W m W m � L i M L,J m LJ (V) Z 00 X 00 X Ln in �0 X Ln Ln cD X = ZQ 00 00 00 00 1, > 00 00 c00 L00 Lo O 0O O 00 O O O c, rn C` OO rn o rn cc + CO + - + + + + + + + + + + 10+00 11+00 12+00 13+00 EXISTING PROPOSED GRADE GRADE F36"IN. COVER 8" 0 SDR 21 > J Q > LLJ Q 00 W W F— X fY 00 W U 0 O W ----- + x u 00 U O o O L(� O O f� + 10+ 00 11 +00 12+00 E:�•Z•••�:�•Z� 795 79t 790 79C 14+ 00 15+ 00 GRADE (STING ROPOSE GRADE 36" COV R / 8"0 SDR 21 —1 Ln Q > _ 00 W �. > Ll J W W 1• Uj 00 CD J m O - c0p Z W > c� O 00 m L <D It Q0 x 00 .- O n I- O M N r0 Z 0 0 Nr �Lj + + + _ + X W 10+ 00 11 +00 16+ 00 17+ 00 18+ 00 Fcid FC HI-4 77 HC- :_E 2" custom setter (meter fly rCSA) Coat in place n. cess (i ( /'' Stan lard Ttat If far I ..� �p 810 Pe nI -, r manarUle varies finished of property iine I If grade �',ee note 2) All c 805 rn•) ;nay box E 3' riser section -2" type K copper for 4 diameter (no joints ,, manhole \tubing from main to with cutouts l curb stop) — 800 `saddle with corporation water stop solid support blocks main under custom setter ball valve curb stop 6" stone bedding wilh FIP ends, with °" gale valy! operating nut 795 NOTES: 1. Access door shall be by Halliday Products z x ;ur approved e-artol: o) in non -traffic area - model no. SIR3030 �j b) in traffic area - model no. HIR2424 790 2. Water service crossing street shall be encased in 6" dio SCH40 PVC or SOR21 piping. The .UTOUT DETAIL piping shall run from one foot beyond sidewalk• typical across the street• to one foot beyond sidewalk. 1 ? /2" and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 b W 790 —� O CL W 785 Z 3 780 775 1 9+00 20+00 21 +00 22+00 23+00 24+00 25+00 5* rni. pavement ,- - SI i 36" min. It sand fill t 1 corKrMr pad V vq. x 6" dr•rr 5rfew tyl arhltstat>fe v ire box -local j Mg rrx•galugs 18" to 24" rust 'ck q, valve „ 0alug I to morn 1, -- 'neyakK 8"x 8"x 16" soled I lock (for valves 12" and Hryer) GATE VALVE FWe 8 -steel casing pipe L-carrier pipe Lspocers - 3 sets /—bricked or tunnel liner per pipe length up ends see not NOTE: separation of carrier pipe from co,ing pipe shall be by eithr, 1. pressure treated lumber fostenr•l to piping by stainless sleet strapping or; 2 manufactured steel and/or plastic casing spacers ( 4" width ) SECTION 4"* SIZES REQ2-R-LQ6" CARRIER PIPE CASING PIPE WALL _ 24' ON (� 04k (") TMgOESS ( ) * height on be adjusted to 4 or less ...... 12 .250 obtain .orrect percent slope c ................. 16 .250 rIMBER SKID 8 . .. 18 .................. .375 10 20 .375 12 .................. 24 .............. .375 WATER SERVICE LATERALS: a) casing pipe shall be SCH 40 PVC or SDR 21 14 24 .375 b) 2" diameter pipe for 3/4" do t' sevice )fines IS ......... _-.... 24 .375 c) 5' diomenter pipe for 2" service lines 18 ....._.... .__ 30 500 18 30 .. ...... _.. .5W d) no spacers or Bond fill to be installed 20 36 _. .500 21 36 .500 24 36 .500 (for larger pipe use tunnel liner) HIGHWAY CROSSING Figure 3 AMENDMENT NO 2 - APRIL 199- �- s'•nYVwn q.1+ veNe a b....- O 0." r.N. a b- .o.b@d*rV M Ila. d m od fr>�nYq rh" xrary —1 r» w.epped era' "denolw hind ..oaotlw, PQMaFY.`...M .a c •.M. pour W u ��n+V.MY wnand 'ff . 1 t mim br t 7 w vnMR oq lha g" .red a0.•rol wdwMt od we. The OealwV n...nNov b• " t r n w Iv 12- dvv 20• P . egYn.l y1rdl.lU/pM soM pfyx r.m.ln n .hown. eee Nwr betty b A. 8. C dMn.nym. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST FILOCK8 _ ---- 1 ba Dls. -- ------ --- - Pkp• W)„ 8 1 t 1/4• NO 22 t rr :ilea Barwa — -- -- — A A c A G r r 4r r-• tr-r I 0'-r I oil-4= ------- 46" end W Sande -. -- _ -- A B . C r r•3 a r r.r e ip r•r r4P' r , v" 1'-01 r-r z-a- e•r rT•r a41• r-r 0 r 2--r r-W 0'-9' r•r r-r o••r ra 12• 1'-r 7-T.1'-7 1-r t'4i 7 a' 1'-a' S-0" 14• f8' z-r r-C r•0 r-r 1' (r r-r r4r 1'-0' C-r r•3• 1' 0 3 8' 1.4; Fa" 2'•0" 7•r f'-0" 4'-0' 18' 7 r r3" 7•r l Ar 1 V• 7.0• 7 O" 1'-3• 4' 0' 2a• r r t r 4'-0' VV 1•4" YOr 3J• 1•-8" 5'-(' vw n god. o.e. wMpe .d LF TT�Na gL7F orvr c�7F NO ROM FURFOWPtl tT a LE3E s 2 3V tr - 2r s 2 sr YEBIIGAL-t3EdQ9 FITTItiO VOLUME CF Tt1itUST'T OCK INC . y0� .wbeddV SZE 11.1/4• • 1 n-•J 4W 1�'- r 13 r 1.1 4. n jnUST BLOCKS FOR VERTWAL 10' 12 - t.2 11 2 .f< 7. 8.6 UP BENDS "Li. BE THE SAME 14' 0.6 1.7 3.9 7•e AS FOR HORQONTAL SENDS. ta' OA 2-3 4.1 tr 1.4 12 6.3 - 2W 2.2 4.5 78 CONCRETE THRUST BLOCKING Figure 2 U_ _ v00 W m_ m IZ p O Q O Z f Q (� Q Z S Z O U = O J LjJ L` 0 m W W U U Q Li 7 O U LL- a_ W ■ 1J O 0 N N � U) 0 N N� 0% . N N 0) 0 Q1 Io ty /N�^/� W 'C W,0 o t` It 0 1J _0 > In d N W D Q0 0 U Co U ZN O Ii") a PXT H p e U 1 > G,w -70NAL _ DATE: SURVEY: 020CTOO M&L SCALE: DRAWN: SHOWN PLC C.I.: JOB NO.: NA 9909012 DWG: SHEET: SSHT-7 7/7 �,P. -5-(O-oo d 0I0I0I0I ABBREVIATIONS ASSY. ASSEMBLY GENERAL NOTES BF BASEMENT FLOOR 1. The property delineated on this plan is located along Middle Rood (State Rt. 628) near the intersection with BLK. BLOCK Apple Volley Road (State Rt. 652) in the Back Creek Magisterial District in the County of Frederick, Virginia. BC BOTTOM OF CURB The property is currently being used as the Fellowship Bible Church and sholl continue to be used as such BML BUILDING MOUNTED LIGHT with the proposed development. BSBD. BASEBOARD C&G CURB & GUTTER 2. Property Owner/Developer Contact: Mr. Charlie Richardson CIP CMF CAST IN PLACE CONCRETE CONCRETE MONUMENT FOUND Fellowship Bible Church CPP CORRUGATED POLYETHYLENE PIPE P.O. Box 2757 CMP CORRUGATED METAL PIPE Winchester, VA 22604 Telephone: 540-662-7743 CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT 3. Engineer: Contact: Mr. John Lewis DIA, DIAMETER PAINTER-LEWIS, P.L.C. DS DOWNSPOUT 302 South Braddock Street, Suite 200 EDP EDGE OF PAVEMENT Winchester, Virginia 22601 Telephone: (540) 662-5792 FF FIRST FLOOR FFE FDC FINISHED FLOOR ELEVATION FIRE DEPARTMENT CONNECTION 4. Property boundary and topographic information shown on these plans was collected b Marsh & Legge P Y rYP �' 99 FG FACE OF GUTTER Land Surveyors, P.L.C. FH FIRE HYDRANT F.L.S. FIRE LANE SIGN 5. Site Data: Ga. GAUGE Parcel Area: 13.348 Acres GM GAS METER PIN: 63((A))14 GV GAS VALVE Zoning: (RA) Rural Areas District HCR HANDICAP RAMP Use: Church HB HDR CURB HOSE BIB 6' HEADER CURB Front Yard Setback: Required - 60' Provided - 164'+ on Rt 656 HP HIGH POINT Rear Yard Setback: Required - 50' Provided - 58'+ HTR. HEATER Side Yard Setback: Required - 50' Provided - 185'+ IPF IRON PIPE FOUND Maximum Building Height: Allowed - 35' Proposed -35' IPS IRON PIPE SET Maximum FAR: Allowed - 1.0 INV INVERT Proposed Total Floor Area = 107,064 sf 0.184 FAR LP LOW POINT LT. LT. LIGHT 6, Environmental Features: MILP METAL LIGHT POLE Wetlands - No wetlands have been identified on this site. MPD MULTI -PRODUCT DISPENSER Flood plains - No Flood plains exist on this site MB MAIL BOX Sinkholes - No sinkholes hove been identified on this site. MH MANHOLE Steep Slopes - Steep slopes ore defined by the Frederick County Code as slopes exceeding 15%. MSP METAL SIGN POST The area of steep slopes allowed by the code to be disturbed is 25%. No steep slopes hove been NDC NOSE DOWN CURB identified on this site. N.P.S. NO PARKING SIGN Woodlands - Woodlands are generally defined by the Frederick County Code as including largely mature NRT NO RIGHT TURN trees in groves greater than 1 /4 ocre. No woodlands have been identified on this site., NTS NOT TO SCALE ❑HE OVERHEAD ELECTRIC 7. Storm water management is provided by odequote channel on the adjacent property by easement with OHT OVERHEAD TELEPHONE the current owner. PIV POST INDICATOR VALVE PL PROPERTY LINE 8. Landscaping Requirements: None PP POWER POLE PVMT PAVEMENT 9. Buffering Requirenments: None RCP REINFORCED CONCRETE PIPE RD ROOF DRAIN 10. Parking Space Requirements: RED, R.O. REDUCER ROCK OUTCROP Property Line Setback: Required - 5' Provided - 20'+1- SAN. SANITARY Required: (1) space per 3 seats proposed (800) seats STD. STANDARD Total spaces required = 266.66 including 7 ADA spaces T.B.D. TO BE DEMOLISHED Parking spaces existing = 216 including 6 ADA spaces T.B.R. TO BE REMOVED Parking spaces existing T.B.R. = 16 including 4 ADA spaces T,B.P, TO BE PRESERVED Parking spaces proposed = 138 including 8 ADA spaces TB THRUST BLOCK Total spaces provided = 338 including 10 ADA spaces TC TOP OF CURB Loading Space Requirements: None TEL, TELEPHONE TRB TELEPHONE RISER BOX 11. Handicap Accessibility: TVRB TELEVISION RISER BOX HC parking spaces shall hove a maximum s;ope of 1:50. TYP TYPICAL HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29. UGE UNDERGROUND ELECTRIC HC ramps off site shall be constructed per VDOT standards. XFMR ELECTRIC TRANSFORMER WL WATERLINE 12. Site lighting will be installed to preclude illumination of off -site properties. WM WATER METER WPP WOOD POWER POLE 13. Outdoor Storage: None proposed WSP WOOD SIGN POST - WTP WOOD TELEPHONE POLE 14. Trash Receptacles: None proposed WV WATER VALVE 15. Signs will be installed in accordance with the Frederick County Zoning Ordinance. 5'R RADIUS IN FEET x00.00 PROPOSED SPOT ELEVATION x(00,00) EXISTING SPOT ELEVATION CONSTRUCTION NOTES 1. The existing utilities shown on these plans are based on available information. The CONTRA.ETOR shall be responsible for determining the exact location of all utilities before commencing work and for any damages which occur by the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the facility and assure the continuance of service. 2. The 'CONTRACTOR sholl have approved construction drawings prior to the start of construction. At least one copy of approved plans and revisions shall be kept on --site at oil times. 3. Cut and fill slopes sholl not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans. 4. Controlled Fills: A. Controlled compaction sholl occur in all fill sections for pavement, trenches for utilities and in other areas as designated on the plans. B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D 698. Density shall be verified by a qualified soils engineer. C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified densit,,, beginning from the existing ground surface, unless otherwise approved in writing by a qualified soils engineer. D. The surfaces directly beneath areas to receive controlled fill ore to be cleared, grubbed, and stripped of topsoil. The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be placed thereon. E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation, oversized stones, rocks, sandy soil, or other objectionable material. 5. Blasting is not permitted within 25 feet of existing utilities without owner permission. 6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations. 7. No soils report was furnished for the site. 8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable. 9. The CONTRACTOR shall obtain a permit from VDOT for the work proposed in the rights -of -way. 10. All disturbed R.O.W. monuments are to be replaced and verified by a certified land surveyor at the CONTRACTOR's expense. 11. The DEVELOPER sholl obtain permission from adjoining property owners prior to conducting any off site construction activities. 12. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as necessary. VIRGINIA DEPARTMENT OF TRANSPORTATION STAUNTON DISTRICT PAGE 2 OF 2 REV 7/95 GENERAL NOTES FOR ENTRANCE PLANS V9. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT THE END OF VDOT GENERAL NOTES: CONSTRUCTION. V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE. LATEST V10. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED EDITIONS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT RIGHT OF WAY ARE TO HAVE A MINIMUM 36" COVER AND, (VDOT) ROAD AND BRIDGE SPECIFICATIONS, AND STANDARDS, WHEN POSSIBLE. TO BE INSTALLED UNDER ROADWAY DRAINAGE THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS FACILITIES. AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE EVENT OF CONFLICT BETWEEN ANY OF VI 1. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY STRINGENT SHALL GOVERN, BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY UNTIL AN ADEQUATE V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH BY VDOT. ADMINISTRATION AND VOSH RULES & REGULATIONS. V12- ALL UNDERCUT AREAS AND BORROW MATERIAL SHALL BE V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC INSPECTED AND APPROVED BY VDOT INSPECTOR PRIOR TO CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN PLACEMENT OF FILL. ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC V13. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH BACKFILL OF UTILITY/STORM SEWER TRENCHES SHALL BE VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD & COMPACTED IN 6" LIFTS TO 95% OF THEORETICAL MAXIMUM BRIDGE SPECIFICATIONS, SECTION 104.04-C. DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE FOR THE FULL V4. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE DIRECTION OF VDOT INSPECTOR DENSITY TESTS PERFORMED BY SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT A QUALIFIED INDEPENDENT AGENCY SHALL BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS. V5. PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE A COPY OF ALL TESTS SHALL BE SUBMITTED TO VDOT PRIOR RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE TO FINAL VDOT APPROVAL. PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY. V14. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED V6. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A WHERE INDICATED ON THESE PLANS AND FURTHER WHERE PRECONSTRUCTION CONFERENCE MUST BE ARRANGED AND HELD DETERMINED NECESSARY BY VDOT INSPECTOR. BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY V15. THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN COMPANIES AND VDOT PRIOR TO INITIATION OF WORK. ANY DEDICATED STREET RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE DEVELOPER'S V7. CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY RESPONSIBILITY. OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT WILL ALSO REQUIRE V16. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, COPIES 48 HOURS NOTICE FOR ANY INSPECTION. OF ALL INVOICES FOR MATERIALS WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE VDOT V8, THE CONTRATOR WILL BE RESPONSIBLE FOR MAINTAINING INSPECTOR PRIOR TO ACCEPTANCE OF WORK. UNIT AND TOTAL ADEQUATE ACCESS TO THE PROJECT FROM THE ADJACENT PRICES MAY BE OBSCURED. PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN ACCORDANCE WITH THE V17. PRIOR TO ACCEPTANCE BY VDOT OF ANY STREETS, ANY VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK, SEC 3.02. REQUIRED STREET SIGNAGE AND/OR PAVEMENT MARKINGS MUST FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY BE INSTALLED BY THE DEVELOPER OR, AT VDOT'S THIS PROJECT SHALL. BE MAINTAINED THROUGH CONSTRUCTION. DE'SCRETION, BY VDOT ON AN ACCOUNT RECEIVABLE BASIS. I lk�-- - i _ �i O EX. ENTWINCE 1\ p 0 ,ALIT 0 S)r"ar- &W , "OOr AADT/ AADWT 0AW) AIfYE hLL10 VA /P WM- AW (50' R.O. W.) FACTGW fW.- Ar 01?0W7N (AREA) AADT= ANNUAL AWRAGL" DAIL Y TRAFFIC AA NDT--- ANNUAL A WRAGE # EKDA Y 7RAFFI0 ADT= 972 W1 5OX EN7ERING -97E- 50Z EN ITRM -97E= 485 5aT EN)7??A4C PR ENTRANCE- 24J WH- 150 W/ 59X ENTERING SI7F .SOX 19V7f??VW .9'7F: 89 5Ltr EJVIEJ?w HP. EN7RANOF- A5 STOP SIGN -� 'oF Otis CG-11 ` CC- 7 34.00' p R OR PE PLANS EX. EOP MATCH EX. PVMT. 4,PROPOSED ENTRANCE -- ROUTE 628 STATUTORY = 55/45 MPH DISTANCE TO ROUTE 652 = 890'+/- SIGHT DISTANCE = 550' SIGHT DISTANCE = -550' ENTRANCE TAPER 8c STRIPING DETAIL NOT TO SCALE + INSTALL CC-12 RAMP AT THE DISCRETION OF THE VDOT INSPECTOR _ T 1 12 VPH a �o F-CSA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2, THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY, THE AUTHORITY, 3. THE SANITATION AUTHORITY MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS. BEFORE A PERMANENT METER IS SET, THEY REQUIREI 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BARS 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND THE YOKE BAR BE BETWEEN 18 AND 21 IWHESj 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/ CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 4, WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE; 1) THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. 2) THE DEVELOPER/ CONTRACTOR MUST; a) MAKE APPLICATION FOR THE TAP, b) PAY DEPOSIT [BEFORE WORK BEGINS], c) MARK THE LOCATION OF THE TAP d) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 5. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO, 015 OR 1033, A REMOTE READOUT IS REQUIRED. 6, ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW PREVENTION ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD NO, 1048 OR 1047. A REMOTE READOUT IS REQUIRED. TRAFFIC IMPACT ESTIMATE DATA SOURCE: ITE MANUAL, SIXTH EDITION LAND USE: CHURCH #560 PROPOSED GFA= 106,680sf WEEKDAY ® 9.11 PER 1000 GFA= 972 TRIPS (50% ENTERING= 486) AM PEAK HOUR 0 1.28 PER 1000 GFA= 136.5 TRIPS (50% ENTERING= 68) PM PEAK HOUR 0 1.41 PER 1000 GFA= 150.4 TRIPS (59% ENTERING= 89) SUNDAY ® 9.49 PER 1000 GFA= 1012 TRIPS (517. ENTERING= 516) 1999 TRAFFIC COUNT FOR ROUTE 628= 2,900 VPD YEAR 2001 TRAFFIC PROJECTION @ 4%= 3,132 VPD OPPOSING TRAFFIC= (3132)(50%)(1 1 %)= 173 VPH 1999 TRAFFIC COUNT FOR ROUTE 652= 1,600 VPD YEAR 2001 TRAFFIC PROJECTION ® 4%= 1,728 VPD OPPOSING TRAFFIC= (1728)(50%)(11%)= 95 ROUTE 628 LEFT TURN LANE ANALYSIS THE PROPOSED F NTRANCE WILL RECEIVE APPROXIMATELY 50% OF THE ENTERING TRAFFIC DURING PEAK HOUR: .50 X 89VPH= 45 VPH. (OF THE 45 VPH, ASSUME 80% ENTER FROM THE EAST [WINCHESTER].) THE REMAINING TRAFFIC WILL ENTER THE TWO EXISTING ENTRANCES. THE PROPOSED ENTRANCE REPRESENTS THE HIGHEST TRAFFIC VOLUME ENTERING THE SITE ALONG WITH THE HIGHEST VOLUME OF OPPOSING TRAFFIC ON THE ROAD. SEE TRAFFIC COUNTS ABOVE. FROM CHART C-1-1.14 USING THE OPPOSING AND ADVANCING VOLUMES OF THE 173 VPH; THE PERCENTAGE OF LEFT TURNS IS APPROXIMATELY: 40/173= 23.1 %. NO LEFT TURN LANE IS REQUIRED. ROUTE 628 RIGHT TURN LANE ANALYSIS IT IS ESTIMATED THAT TOTAL RIGHT TURN MOVEMENTS INTO THE PROPOSED ENTRANCE WILL BE APPROXIMATELY 20% OF THE TOTAL NUMBER OF VEHICLES ENTERING THE PROPOSED ENTRANCE, DUE TO THE PROXIMITY WITH THE EXISTING ENTRAN ;E ON ROUTE 628: .20 X 45= 5 RIGHT TURN VPH. FROM CHART C-)-8 USING THE APPROACH VPH OF 173 VS. 5 RIGHT TURNS: A RADIUS AT THE ENTRANCE IS REQUIRED. TRAFFIC IMPACT DIAGRAM - NOT TO SCALE W U a FROM WMCHESTER AE SITE PLAN ROVED_ J.1 * 576 GHQ VNAC SITE PLAN AAPRR VE.D 00 In 0 0 0 Z Q ~ O w 0 Z 41 0 Z ~ O V L0 U a Q Q � W a a CN N \ O N O \ O ~ C�I I ILO q- in IN I--: O Z W ILJ Z U X 0- F- U U 0 0 Z 0: 0 � Q M < d m0 U 0- =p�U Z Q Y S 5WW m�W J LJ O U Q a m O N ■ v N M rn Q, V) a 0 t0 W 0" q 0 ` m C� W -C 0L 0 -C .� U a V W 0 � L- 3 ZN O M a a 00 N 'f}i pp Y W Z �+ 3 p ,.• M N C. LEWIS > EX. ROAD 14' VARIES No 21621 CROSS SLOPE - 1/4. V �' �{� `p`410NAL 1 5" SM-12.5A F 6" BM-25.0 1 DATE: SUf� Y: 8" 21-B { - ���I, �IAI I 12 18OCTOO M&L' COMPACTED SUBGRADE SCALE: DRAWN: ROUTE 628 ENTRANCE SECTION NA PLC NOT TO SCALE C.I.: JOB NO.: NA 9909012 DWG: SHEET: SSHT-2 2/7 uvt 10 2 2002 kl",Mm l r,,,-- ZZ WATERLINE BY OTHERS SEE SHEET 7/7 FOR ENLARGED DETAIL OF ONNECTION / 1�4FM#4 C 1 RADIAL COMBINATION CURB AND GUTTER`— IK R *RADIUS TO BE AS SHOWN ON PLANS. / Kv /LP JV Sp MP 24 G r 6 Ilk j PR. C. f SI"AL �— 1 X. LP \JjdV.= 38 y/Q\ ? r' \ EX 18" EX. 18 CMP ___ ( �°• / APRX. LOC. OF EX. ENTRANCE 1 L- �_ EX.STRIPING EX 18` CMP .21 9 " T8RPRO �\4 MATCH EX. PVMT. STRIPING VIDE AS SHOWN EX. SIGN i00, iNE ESMT. B�H EX. INLET 2 LAR SIDED R20' '� C� DI- 7, GRATE A TOP= 804.50 \ f''NV OUT- 800.50 0 UPGRADE E .� \ FM —SEE TRIAD DWGS. ,, � /) 0 X. LP / ENTRANCE. �900. jo EX.B" PVC SEE.� om EX. SHED R2 • NDC- APRX. LOC.` E Q CU ND SjZE 24.00' /,AEXX, DUMIPSTER —� �MA�IWi4if T �TBRHALT STREET APPROACH SAME AS MAIN LINE ROADWAY, _ wuj wZ wQ C� F- `�' z Iww A A to w 0 o0 va I_j JUi1V 1 Q A 'MAIN LINE ROADWAY I NOTE: WIDTH UL '-0' OR ASSHOWN ON T' SECTION, I HALF PLAN WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FA OF FACE ON THIS STANDARD IS TO BE CURB ADJUSTED TO MATCH THE MOUNTABLE GUTTER LINE CURB CONFIGURATION. MAIN LINE ROADWAY URB 4GUTTER LINE OF —SIDE STREET SECTION Q-AA 'SIDE STREET 7r CL7SA - PAYMENT CONCRETE � SECTION C-CC STANDARD CONNECTION FOR STREEY� INTERSECTIONS (CG-1 1) N.T.S. � DI-3B \ B1 TOPS 792,80 INV IN� 788,60 INV OUT- 788,50 ?01 P_!� 791.30 INV IN= 785. � I788 INV IN- .785 12'-18"0 CPP O 0.83% REPLACE EX. 18" CMP CULVERTS WITH (2) 19X30 ELLIPTICAL Ct NI RCP EX. () 18" CMP INV IN - 784.50 INV.= 84,59 INV OUT 784.30 LENGTH 20' tNV.=784.34 l/ RESTORE TRAVELWAY OVER PIPES INSTALL SIMILAR CULVERTS IN POND OUTFALL AS DIRECTED By THE OWNER SEE EROSION AND SEDIMENT CONTROL PLANS FOR RIP RAP DETAIL SCALE: 1'=40' c(r1 � co0 0 m W v V z Q �w w O (� Z j� a ono Z c \ \ \ \ O N rt N p r; Iti vi er d Ni `1 I 2 IXa \ m<wo REO'D m C, � V a. Z < Y Y� Lj W _mXW V U LL LJ U O <L a m N i 6" L T 6' 90 EL OW 6.8 20, 0 X T PCP / EGA UG'W YIN= " PE K OPP R L D ETE - S E D TAIL252" TYPE K COPPER WLALE: 4"X2" TAP CAP W/MEGALUGS =20' 22.00' 4" WL UTILITIES ENLARGEMENT ■ 6 ■ O O N (n N ►�7 to 0) U� p co N c0 W o&00 m a; c a� W r U 0 t (A C _W v U tA_ N O I`T Q a IF N C. LEWIS ' No. 21621 DATE: SURVEY: 180CTOO M&L. SCALE: DRAWN: 1 " = 40' . PLC C.I.: JOB NO.: NA 9909012 DWG: SHEET: SSHT-3 3/7 x ( 05. 10) d Lo (n (n (n >� 804 wl (n v) U) V) co X (805,41) X '804.2?,) J,81 2 (805-07) X (804,30) �,804.30) Ln sill 3ll 606' ('812,13 x (8 .7 6) > Lf) Lu X W)4, j jl�fl, � i 6 ! 1, , , X (804,15) Ckl- CL x 05-52 14 c� uj (803 93,� Q 1q, _j X (803.54) 806 04 X (802.53) 8,02, c� C) -SAw- j-T cu 8 0 5. �6O X rSAW T X, U 'q 0) 04 C) x (805.95) x (8 805-50 x (80 EX. BLDG. FIELD ADJUST GRADES TO PROVIDE POSITIVE DRAINAGE 8 6 802,75) X FIELD 805.70 FLOOR AREA= I I f 07.20 5,780 SF (800 71.) K FF= 806.93 C FIELD 805.20 FF- 806.50 TC HIT. - 20' x (8n,8 11') 4 94' 805.00 z 01,5 / 80d - 808 -\--.805 20 0- 805.5 ­ ­ I �\,, � :� I i a t, 4 4 1),, 809.65 TEMPORARY ROAD lo,,pqTEMPORARY DITCH CL N j, (809, -80 7.1 z NU.'1 SEE SHEET 5/ 4 0 Cb 05.90 04 cp te) C) 8053 809.20 C) x r--A 8088 809.00 END 80993) OSI, I i I 11\ � I Dt94 z U3 Q05.9 06.10 CURB TC 61 �,�UuXo 180590 1 809.30 ITC CIO 81 ov TC _j 805.80 t: 0 _j x f 8 9 3) 810.5 -02.75,0 OPOSED 8 808.60 8 9. 00 T (80 96,78) (798,47) S PR 3 9 81 () 1, '--, ' `812. V. 414 ECOND FLR- 808-50 14,600 SIF LJ u 7�806.4 il 806.1 800. 09.8Q 41) (8 .1 x X2 806.30 1807.. C 808.20 fc 807.80 06.30 7 90 V) < INFILL 17 AREA 808.90 Z n 3� 0 �7.0 0 _j (7 2) SF 5-1 19 N." 1 06.7 806. 5; 1 0 796� 799.10 12 807.40 Ll . . . . . . . . . . . Om < wo A- 805.40 Al 807.20 m Z3 0 1/ 80510 TC 807.80 < 8 .70 07,00 Ic O_ z .c Y roll TEMPORARY DITCR.,CL MATCH PVMT. 'TO 807.00 TC - - .c Q TOP OF CURB 0 CANOPY 306.20 806.50 tai): 9 �e NO, 2 SEE SHEET 7 TC 1000, w X x 1 05-50 w 798.5 806. 0 0 CD La 0 uj 806.50 06.4 Ld MATCH P AT. TO 806, 805.70 797. 1 C) Ll TOP OF CURB 0 CANOPY// I A06.30 LLj o� 798 06.7 0 0 co X t,,3 4/' C < 1<4. 0 L 94000 m X (79-3 85) CPO 7-t X (792,35) 03_ 806.80 PROPOSED AMMON I / x X 01, to 35 HT.= x 79& 5 FF=807.00 806-21 BSMT. FF- 793.00 0 (791.6p TC 00 0 FT. PRINT AREA = 23,900 SF 804.9 80 EA- 71,70() TOTAL FLOOR AR if as V-- 00.4,� 00 N 95. 2 803.7 cn N FUTURE PARKING AREA N y 801-1 802 8 0 0. 2 N 9 .14 (o (o 95.0 800 00 X 8A)11 82' 0 L_ 't uj 70 U) U) x -798 0- 0 /r cn 000or r .- 0 E a in 790 4) U ui 7 9 fh,) -ii 0 0 TEMPORARY DITCJ 31 NO. 1 SI F_ LL. V 793 0 70 W7 7 P__v 792.40 798 54 PkAA 9240 y \11, -, - 1 7 TC loor 792.50 TC 7 1 'T H Op. EOP 7 TC 7 3.8 (0 u J C. LEWIS 788 --=::7_-Tf No 21621 002 Z 79 .00 `1­1,_. , ., io TC ZONAL C 792.20 4 T 91790K 791.62 791.42 791,.w TC - 92.40 792 DATE: SURVEY: oi 18OCTOO M&L C 30' 30' 90, SCALE: DRAWN: 1 30' PLC 06 SCALE: 1'=30' CJ.: JOB NO.: 2' 9909012 7 9 0 TC DWG: SHEET: SSHT-4 4/7 ( f / 4 z PGA lot ' L.� ) � / O ►- /o =fl08.24 Q \ e- e• e• w O 2 W WATERLINE BY OTHERS Q / , _ Z C) SEE SHEET 7/7 FOR 21' carefully compacted 24" cam& y oompadW Q S Z A IV ENLARGED DETAIL OF / ; • / / _f select back!* MI" be" � � Q W EC71ON A / -- 2 SIDE \kIV.= 38 \ O.D Q. 14E �" 6• } •` 4 Q _.� _ t i/POD. 1 /4' FM aO• Q O O -Q o g g / / ���` stone agpregale concrete EX. 18' P EX. 11i CMP \\ ,! $IANDARD CQUOLIII<�CHADLE ►") p N -- NCS ,,►ASCN K AND gp(�� THROUGH ROW � e \ e� >.B�• APRX. LOC. OF EX. ENTRANCE ^ tp O .- •- FOR INSTALLATION OF WATT RL NV. IN- 802.21 f �! oneral bacl,fill al back#M O / T Ex.sTRPINC L p fle►Nr r-Tgp Ex. to CMP J-_ � - - _.__--•� ,� ►; � ui •r ►i N 2 MATCH EX. PVMT. \\ PROVIDE I Q� O D" O D STRPN� 7 %6' TTI Ex. SIGN F / \ AS SHOWN 3 SF ION '�' 24' carefuloy compacted carefully - \ OW04clod 24* BOL 2 5UE0 c concnoe _ sebol backMM sebd baddt6 \ 2 WATERLINE ESMT. FH ` Ex INLET r-7, BRAT A R20' - L \\ FM -SEE TRIAD OWLS. T��0OU`r544' �Q sQ- \ OD 6' O.D. ;�. 8. ,ti800-50 p UPGRADE E 1t2 O.D._ 1 Q X. LP ENT t00�•,.�. .� \ \ EX. 8' PVC Q / 61 EX. SHED °" EN Q stone agpregale concrete 9 i APRX. LOC. t NDC ` 0 AND SITE \ 24.00' ` EX. DUMPSTER-� MATCH EX. PVMT^,,,, L- AL1- -'' � ` �N �I1E9A0!! f Q� j�T��NI ASE4tFNT \ B EX• �_„ PR. 11/2" TP \ ASPHALT CONOuff \ \ 8' WATERLINE °a EX. KM MS R Q,EDX. SW 18R 265.93' \ \ \ AS RE `sue \\ FLOW OF END EX LP RS R15 EX. 15' CMP TOR \ \ J \ ® W - 20' � R50' t \ / R42' Ex. INV. OUT- 799.59 t 10' RAMP EX. CONC. . Dh 7, GRATE A � 5♦DEWAI.K TOP=_ 804. 18' 32.93' \ \ 26• TOP. 80230 PR. WA Tgtt INV IN- y0 RIP RAP' ';INV IN - 799. X. 18" I;LIF') 3 .83''f �pEWALK TYP. PR. COVERED ENTR INV OUT= ..30 �\ �\ 288.7 15' - , EjV OUT. 799.4 7 IFS" 1 W'- t EX y1ELL \ Pit. TY qP 00. _j TEMPORARY ROAD TEMPORARY DMCH CL R27'� 5' V' ~ \\ ` NIO. t SEE SHEET 5/7 �. IN- 1}D4.A4 iK. FIB �{ E.X. C01 DENSING � � \ ' V. � 11NtT5 R5' \ 14.00' R92' 70' R3 4:54' 103.09' R� R5 R2 XF l . - i -_ ..�- _ � END ; 11R � ® 8.00 "`"-P��M16 07 T13R 15" CMP - ,. T,y, SOP \ 3 Ob' _ t i 7Q - 8.00' \ R20' CURB u V \ / DRAIN LEADER-'DAYL6 NV. M1= • 0 1' G OITON(1 ) RS R30 / ' T 1t3 00' g \. U • � 24.00' APRX. IOC. , • e4 EX. SHED �1<. L� 00' ►9i \ AO t 4 KI �' I 4,Rj, FN" y 384 SF 14.�00 EX. 1 HT J 0/ 24. t i 0, 5 i pp��� a� w -1y x t0Q ><. �, 62.00' 22.00' $ CL)1d�ti R15' 34.00' F. _ U L �6.5 O� ALl CG-3 MOLAOABLE TYP. TYP. _. 44, 53.44' PL V- S U 11 2" AROUND ISI� ONLY \ A w 0(TYP) Rt5 m Vi 0 4. EX. NDEN�N wu CO VT U 5' OJI �'e; M EX. U ITIES R5L11 LKR =` \ 07' R20' LI t EXTEND CULVERT AS REO'D (� \ 24. Do' a z DI - 38 I � MN. OUT-796.5 - 24. TOP- 7*80 ?, 62.00 t, CONC. \ \ INV OUT- 792.80 i TYP. 22.00' $ �° 4Y 5' WALK Y� e ; TYP. °i F \ M-34 f R'S 37.00' t _ R R5 � RIO � W W 4, 1 TOP 97.90 8 STAIRS g j - R5' tI ' tN� :793 701 r� ri 20. TOP- 804,09 W W \ `�' PR. CovERED DROP OFF -- INV IN- 797J90 TEMPORARY bIT Cti ItN 0117•• 79 INV w0. 2 �E SHE ,' OUT 9 80 _LAJ LA_ • 7 7 R1O' 1 4i C5 \ M �, - 55.79'I- il i ?9.07' R Y R20' m C CC ': 1 38' � \ Rio' 0 R10' F ASSY x j TION - . `` `"its 57.4 ' �ioPos� A001 TOP (� ro Be� TOP= 808.10CA ■ ' RADIAL COMBINATION r w rq? 't t5'00' FT 8000 R� ' �� / Ab wv OUT- Sot-4o CURB AND GUTTERw R92' R10 1a µ 4.010' 10' B T. FF- 793.00 0 06.39, ` O a 8' • D _ _ - . F7 - S' WIDE CONC .._.___.� RAMP O 5.8x . PRINT AKA a. 23,900 SF / 443.38' ON ' Aar li JW SF 47.89' N l Rt0' S'. PR. 5'X5' STOOP TOTAL FLOOR P ■ `\ I wJ W a ■�\ (4 LL \ DI-38 FUTURE PARKING AREA 1 9 n 487 6 ' (n ROD N R N TOP- 794AO 0) p) O Cl S • INV IfJ= 791. � 4 98'', *' N l p OUT- 79t. R5. o^, o to Ali �t 2-5 # d S N '«RADIUS TO BE AS '�"'� 1 u a- �� t 28.6e to' �f!t ao' _____ -,i N R2 _ o (D t:D SHOWN ❑N PLANS. -`' /o c SCH PVC ROOF N • fQ 9nf �T60 �% DRAIN LEA -DAYLIGHT S": $ F / Q p71 F �✓ l/ � � Y O► O O LS --•S Lu U ' i U ? 10R5. O DITCH(TYP) a F Assy f '` ` 1,: 'D J U) tt7 STREET APPROACH ! Wf 2.47' ""- ts.00' S3'S9' t7.71' // `� Iltttl i SAME AS MAIN LINE ` ,�6r0, . TEMPORARY DITCH CL °D tt. 2' s& , ROADWAY, o q�.� ? tvo. 1 SEE sHE�T 7 �, 10.00 m a, c00. -_ EXPANSION a oc*111, ��y e m 8" Gv 7 9 t o_ JOINT J I,,�° �, \ ! to R15 8'x4'iEE 0 a-3e S- f1 0 ° " LIFT STATION 4" WL TO 4" 90' ELBOW / TOP= 801.30 Q •r- � U y U Q \ r 51.28' I INV. IN- 786.87 4"x2" REDUCER / • / ENV +N A5 7g94�4.00 (/) 0 C d A 6 SEE TRIAD DWGS. ? TYPE K COPPER WL 10.00' �� / IN1/ 0 3750.00 00 ~ U_ H- \ ' . `¢ 2' METER CV r` ` Of 2" TYPE K COPPER WL g 5.NO W 4"x2" REDUCER °' Cl 1•p LINE ROADWA-T -� - -� f \ �* I (SEE 'UTIL(iIES ENLARGEMENT' / C, FLS NOTE WIDTH 2'-0' OR AS B1R'�'r THIS SHEET) FH ASSY. Q DI- 313 8 x 6 TEE SHOWN ON TYP�L SECTION. TOP- 7sz.13o .,�'8p � _ _.___.- a HALF PLAN WHEN USED IN CONJUNCTION WITH W tart-788 - STANDARD CG-3 OR CG-7, THE CURB , ° FH ASSY. / 00 FACE ON THIS STANDARD IS TO BE ���� �;� 1 x*y ox FA OF ADJUSTED TO MATCH THE MOUNTABLE 95. 2400' t DI-� FDC {0� R100' TOP- 792.20 CURB >�. --- o cc- ,- - o c► CURB CONFIGURATION, -3c Rou cuRe IN„ IN- 788.00 -� 8 GV.� GUTTER LINE URB ►P N791.30 ) ND CG-s / INv ouT� 787.90 fTl t3� MAIN LINE RDADWA \ 2' GUTTER LINE OF WV N=78z84. PR. CONC. CG-2 / 8��X4"TEE " C. LEINIS - - - - - - - - 'SIDE STREET INV t U e5 e4S t?'-18'• cPP O o.133x 24.5T R20' No. 21621 �<> W 6= 7 So 41.51 PR. DUMPSTER 4" WL TO 4" 90° ELBOW 4 LIFT STATION �. SECTION -AA -2 to.00'� SEE B°oAR""o ONS/7 4 X� REDUCER �'�s,G FENCE. INV. IN= 7SF.87 „ ONAL z 4 • T�6 REPLACE EX. t 8" CMP CULVERTS WITH!- } / 2 TYPE K COPPER W L 11' B INV N =30784 ELLIPTICAL CL III RCP X. (784 " CMP t / SEE TRIAD DWGS. C) -a 'l _ _ _ _ INV OUT - 784.30 2 „ 'METER o 7SS IDESTREET o.� TYPE K COPPER WL7• � LENGTH a 20' tNV.-784.34r/�LDATE: SURVEY. PA MEAT RESTORE TRAVEIWAY OVER PIPES 4,rX2„ REDUCER 180CT00 M&LCLA _ _ _'' -'� -' SCALE: CONCRETE INSTALL SIMILAR CULVERTS IN POND OUTFALL / SECTION C-CC AS DIRECTED BY THE OWNER \\\/ N 1" =20' 4" WL �� \ 40' 0' 40' 120, SCALE: DRAWN: `= o UTILITIES ENLARGEMENT 1" =40' PLC SEE EROSION AND SEDIMENT CONTROL c STANDARD CONNECTION FOR ST R E PLANS FOR RIP RAP DETAIL N C.I.: JOB NO.: INTERSECTIONS (CG-1 1 ) SCALE 1'=40' NA 9909012 N.T,S. DWG: SHEET: SSH T- 3 3 /7 2x4 TOP RA 1 x6 BOARD, FRONT & B) TOE NAIL El W/2-8d(EA. 2x4 MID RAI 8'-4x4 POS 2x4 BOT. R� ATTACH RAI W/3-10d(EA 12" DIA. PO FILL W/CON, BE PRESSURE 0 BE HOT- D FACE ADJAi BOARD FENCE DETAIL NOT TO SCALE 4" DIA. STEEL PIPE FILLED W/ 18'-0" CONC. (PNTD.) 2'-7" '-5" -6'-5" 2'-7" 4'-0" HT. WITH 18" 0 CONC. f'QOTING - 3' DEEP W/ WELDED H06PS (3 TOTAL PIPES) PNTD. 6" CONC. SLAB 1 " 1N/ 6'"-X'6"XW2.9XW2.9 M SDED. MARE SEE _ PR. FENCE DETA& (Tk) SHEET) (2) DUMPS!f RS BY OTHERS — CG- 2 0 1• 0 s _ It to 0 M mmdmo '""°i0 .• 4 2' x 18' S T N,D. ------ STND. U-CHANNEL POST RESEkVED PARKING VAN ACCESSIBLE -- PROP. GROUND TY fso�-goo Tow-• AwNr zas VAN ACCESSIBLE SIGN VAN ACCESSIBLE SIG i END OF STALL - STRIPE OR CURBING 2" 21. CONCRETE TO BE CLASS A3 IF ° 1 _,SURFACE CAST IN PLACE, 4000 PSI IF BASE -•--- WHITE PAVEMENT MENLENGTH ASMARKING. 4 C� PRECAST. SUBBASE Z a SHOWN ON PLANS. oil �T MOUNTABLE HEADER CURB 7" WHITE SYMBOL PER ADA cr ON SOLID BLUE BACKGROUND NOT TO SCALE RES&VED a �. (SEE VDOT (CG-3) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) PARKING WHIT P v E A EMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE COMBINATION 7" 2'-Q" 4" CURB & GUTTER N o, , . s n 8' 8' NOT TO SCALE OR 5 (SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) NOTE:`! --, - 2 _0" ALL CONSTRUCTION SHALL CONFORM TO ADA HEAVY ROLL CURB ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. 1.5" SM-2A —� LIGHT PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX 3" BM-2 2" SM-2A NOT TO SCALE TRAFFIC MARKING PAINT BY DEVOE, LDUISVILLE, KY DR EQUAL s" 21_A--+ ; (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) HC SIGN SIGNS MAY BE PLACED ON BUILDINGS WITH 6" 2 t - A - " CONSENT FROM BUILDING INSPECTOR. COMPACTED SUBGRADE-----•-- PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED COMPACTED SUBGRADE --•- 3T _ LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA NOTE: _ HEAVY PAVEMENT SECTION TO BE APPLIED HANDICAP SIGN DETAIL PARKING LOT STRIPING DETAIL TO MAIN AISLES. NOT TO SCALE DETAIL (THIS SHEET) ri R2' PROPOSED GRADE EXISTING GRADE - w o A J N TURNDOWN AS REQ'D CONCRETE APRON PROPOSED GRADE EXISTING GRADE - TURNDOWN AS RE,Q'D �— NOT TO SCALE LIGHT PAVEMENT SECTION TO BE APPLIED _ 7Q ALL PARKING STALL AREAS AND AISLES. ENKAMAT EROSION CONTROL. ON —SITE PAVEMENT DETAILS CG--6R 2'-0" REINFORCEMENT MAT OR EQUAL. NOT TO SCALE COMBINATION 6" CURB & GUTTER REVERSED INSTALL 2 ROLL WIDTH: APPROXIMATELY 6' .--EXISTING OR PROPOSED CURB(TYP) NOT TO SCALE WHERE SHOWN ON PLANS -�'- - (0R AS SHOWN ON PLANS) TYPICAL V—DITCH SECTION —NO. 2 NOT TO SCALE ENKAMAT EROSION CONTROL REINFORCEMENT MAT OR EQUAL INSTALL 4 ROLL WITH; APPROXIMATELY 12' 3 1 (n (n Z Lj ROLL CURB a DETAIL (THIS SHEET) > w TYPICAL V-DITCH SECTION -NO. 1 A NOT TO SCALE ---PER PLANS - PR. ASPHALT I. 4" CRUSHED STONE (3000 PSI) 6" CONC 6x6xW2.9xW2.9 WWF 1(1.5" Min. CLEAR) ON --SITE TRASH ENCLOSURE NOT TO SCALE CG- 6 CONCRETE SLAB CN (DETAIL THIS SHEE f /w 4•� ., CG-2 (DETAIL THIS SHEET) TYPICAL CONCRETE SLAB DETAIL NOT TO SCALE I-112' DIA. STANDARD ROLL CURB '-TUBE STEEL RAILING SET SECTION A-- A (DETAIL THIS SHEET) SLEEVES -GROUT FULELEL NOT TO SCALE OWNER TO SELECT PAINT COLOR LOCATE RAIL. AS SHOWN ON 1" NOSING(TYP) SITE PLAN 0.375" x 6"0 CONC.-FILLED STEEL PIPE PAINT RED 12" -3000 PSI CONCRETE N cfl _�n I 6 X 6-1.4 WWF(1.5" MIN CLEAR) #4 NOSING BAR(TYP) FINISHED GRADE 18" DIA. CONCRETE(3000 PSI) BOLLARD DETAIL NOT TO SCALE _ v RISERS AS REQUIRED SEE SITE PLAN FOR ADDITIONAL INFORMATION EXTERIOR STAIR DETAIL NOT TO SCALE EXP JT. MAT'L - I 4" CRUSHED STONE (3000 PSI) 4" CONC ---� 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALKZCURB DETAIL NOT TO SCALE (OR AS SHOWN ON PLANS) i 4" CRUSHED STONE (3000 PSI) 4" CONC 6x6xW1,4xW1 4 WWF (1.5" Min. CLEAR) TYPICAL -SIDEWALK -D ETAI L NOT TO SCALE .�'�•-3' MIN. PAY LINE CG-12 L CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE --- -- (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) 20 _ CONCRETE TO BE CLASS A3 IF r° SURFACE CAST IN PLACE, 4000 PSI IF ' PRECAST. BASE CG-2 SUBBASE HEADER CURB NOT TO SCALE (SEE VDOT (CG-2) ROADS AND BRIDGE STANDARDS FOR ADDITIONAL INFORMATION) 115x8' BARS Q 12' C-C 4PA LINE J MIN. CONC. COVER 11/2' VAR. WIDTH SIDEWALK OR SIDEWALK SPACE N. PERMISSABLE CONST. JOINT -_ PAY LINE CG-12 Z TYPICAL ALTERNATE *FOR COMMERCIAL ENTRANCE RADIAL PLAN FOR USE (HEAVY TRUCK TRAFFIC ANTICIPATED) AT APPLICABLE STREET SEE STANDARD CG-13 SHEET 203.10 CONNECTIONS AND COMMERCIAL ENTRAN ES. VAR. y ---_ AR. 4' MI -- RAMP FLOOR 3' IN. °.'+ SLOPE, 1211 MAX. - PERMISSABLE 7'-10' CONSTRUCTION JOINT ,� ISOMETRIC VIEW •---_..._ VAR. WIDTH VAR. NOTE SIDEWALK OR VAR. CURB RAMP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT SIDEWALK SP E 4' MIN. INTEGRAL DETECTABLE WARNING SURFACE COVERING 'THE ENTIRE WIDTH OF THE RAMP FLOOR (RAMP FLOOR MAY BE 4_. PRECAST OR CAST IN PLACE), THE DECTECTABLE WARNING SHALL BE PROVIDED BY AN EXPOSED - - -- - AGGREGATE FINISH. RAMP SHALL NOT EXCEED A MAX. SLOPE OF 1211, 6' FLARED SIDES OF CURB RAMP TO BE POURED MONOLITHICALLY WITH RAMP FLOOR OR,BY USING PERMISSABLE CONSTRUCTION JOINT WITH REQUIRED BARS. TANGENT PLAN A IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE OFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL ■7' WHERE ST'D CG-3, SIDEWALK AREA (WITH 7'-4' IS THE MIN. BE CLASS A-4, CG-7 IS USED. OR WITHOUT BUFFER STRIP) REQUIREMENT TO ACHIEVE A 124 SLOPE REQUIRED BARS ARE TO BE No.5 x 8' PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP ST'D CG-2 7'-4' FLOOR, MID -DEPTH DF RAMP FLOOR. MINIMUM CONCRETE COVER 11/2' OR CG-6 ' M CURB RAMPS WILL BE MEASURED AND PAID FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT 4___ CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE IN PLACE, THIS ITEM MAY BE CURB/ CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURG RAMPS ARE INCLUDED IN PAYMENT FOR SECTION A —A CAST IN PLACE OR CURB/ CURB AND GUTTER, PRECAST WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7, THE CURB FACE ON THIS STANDARD IS TO PERMISSABLE CONST. JOI BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION, -SLOPE 1211 MAX. lI5x8' BARS 2 12' C-C —� CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABLE ROUTE WITHIN THE R.O.W. OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETER SIDEWALK IS EXISTING, PROPOSED, OR NON-EXISTANT. THEY MAY BE OFFSET FROM PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, BUT SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIMITS OF EXPOSED LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ECT, WILL ALSO AFFECT PLACEMENT � �VAGGREGATE SIDEWALK ©TREATMENT WHERE WIDTH OF SIDEWALK OR SIDEWALK SPACE ACCESSIBLE ROUTE IS DEFINED AS A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM, AND SLIP RESISTANT IS LESS THAN 7'-4' PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED, AND SECTION B-B USED BY PERSONS WITH MOBILITY IMPAIRMENTS. CURB RAMP (CG-12) [PERSONS WITH MOBILITY IMPAIRMENTS3 N.T.S. VIROMA DEPARTMENT 203.09 Of TRANSPORTATION REVISED 1-2893 RADIAL PLAN 4' IMIN. PERMISSABLE -_'~CONSTRUCTION JOINT PAY LINE CG-12 VAR. WIDTH —SIDEWALK OR SIDEWALK SPACE 115x8' BARS 0 12' C-C MINIMUM CONC. COVER 1/2' F" LLj 0 U D U W .J H U �< �Z Uict mS 0 m 5U ca � a z Y am�W W W U v LAJ w 0 a a m ■ V0 O N a� w 0 N ►� 04 � O N I (D c0 W _y 0 °' J>�U-) '� c - W c :3 O c U 00 ~ 3 ZN — M a CL j6L2Fl DATE: SURVEY: 18OCTOO NA SCALE: DRAWN: SHOWN PLC C.I.: JOB NO.: NA 9909012 DWG: SHEET: SSHT-5 5/7 815 810 1 805 :O 1 795 1 79C 78-r 1 78C i 77t 1 810 1 80� 1 80C 79� i 79C ON —SITE WATERLINE >c50; VERTICAL: 1 !3 EXISTING GRADE HIGHWAY CROSSING PROPOSED PIPE CASING 8"0 SDR 21t"f -- ... 18" MIN. SEPARATION 000 FM M , — ""', /„_ ` 12" N. SEPARATION 6" MIN. CO R ` 1 _J 1 s" MIN. S PARATI //' a " PROP. WL. DETAIL 6 SAN. SEW. FM ---� -� z FH SEE TRIAD ENG. J 6" GV — — 1 WL PLANS 8"X8"X8" TEE 8" GV 3 I 8" PLUG AND BLOCK i— —'+-- a z--- z W 8" GV I 11 1 /4' tITTING > > - I �8" CAP AND BLOCK(T.B.R.) w PR. WL TO FELLOWSHIP U1 BIBLE CHURCHUJI = t- 00 00 00 0 iY r UJ Li 177 QUJ w O w Q w I o z �— 0o aao v ao 00v w 0000 v v co 00 U_ Q > O tD to trl cOD a0 d v CV C� x co a) to CO O rn o o rn a) -- r 0 CO a0 + + + + + + + + + + + WAM6161 11 +00 12+ 00 13+ 00 EXISTING PROPOSED GRADE GRADE 36" MIN. COVER 8"0 SDR 21 LJ w OD W w X ao Cr U O O to M UJI a + �- X u o0 0 ton O � + + 10+ 00 11 + 00 12+ 00 810 810 805 805 795 795 790 79C 14+ 00 15+ 00 EXISTING GRADE ROI IOSID GRACE — r / / llfoo� / /00 100 01 36" MIN. COVER lop / / 44" SANIN� 8 "0 S 21 M 18" MI SEPARATION V) (!i Q W > W > w w W 00 x c Q m 00 tap > O Ui W t 00 C 1- t- co f` (0 It r' N x 00 �- O 0 0 00 z O CV at W X + + + W 10+ 00 11 +00 16+00 - ----- -- �17+00 810 1 3$ m n, sorts 1i11 805 i.—fuel cuwnp pipe -carrier ppe L-spacers - 3 sets �—bricked or i cas"el liner er pipe 'en9th up ends (psee note) 4OTF separation of carrier pipe from casing pipe shall be by either 1 pressure treated lumber fastened to piping by stainless ftee+ stropping or, SOU? 2 monufoctured steel ondjar plastic casing spacers ll ( 4' width ) SECTION 4'0 ?S REQUIRED �L _� 6" C/rRR1ER PIPE GSMIG PIPE 1MILl � 24' 795 n� cry ow c") sewers C) +► he*i can be odpeted to 4 or Im 12 .2W obtain c(nrw percent Slope 6 16 .................. .250 TIMBER SKiO 8 18 .375 10 20 . _ .375 12 Z4 _.... 375 WATER SERVICE LATERALS a) casing pipe stroll be SCR 40 PVC or SOIL 21 14 ... .. _ . 24 _ 375 790 t5 _b) r diameter pipe for 3/4" k I' sevrce lines ..24 J75 ._ d_ 3o 50o c) G diamenter pipe for 2 sorviee lines PARAT ON :RAL Is .. 30 - .500 d) no spacers or sand fill to be installed 20 36 Soo 21 36 500 24 38 (for larger Pipe use tunnel Liner) HIGHWAY CROSSING Figure 3 IMF-NLJMFNT 140. 2 - APRIL 1997 cone. pod 1'$0 III . It go s13" type - adpivabie valve bu locator peg rw4galugs 36" min. valve megalug to main megaluc 8"x 8"x 16" sold block GATE VALVE ( for valves 12" and larger Figure 8 19+00 20+00 -17 V M sdly" 40 .. 3' tllwl t>w tBed wIh ottnwsw and P~ I T dbs 110 r of 811MG So be epWowsO Pdw to irleAMton f oonorets pad f'-6' fq s r deep FIRE HYDRANT ASSEM9LY Haan 9 21 + 00 cost in place access door, Screw centered in top mayor (sae note 1) /- Poe varies - 2' max. I of property line (see note 2) roadway box 2" type K copper to"toNo Lubin no oints r ttrarca 9 ( 1 from main to curb stop) _ coddle with corporation stop 7water main ball valve curb stop with PIP ends, with 2" gate valve operating nut CUTOUT DETAIL typical 22+00 Ford FC HH 77 HC-158 2" custom setter (meter by FCSA) standard flat top for 4' diameter Imanhole finished grade 23+00 lornr burl ttN . ' I . ri � m 820 815 W 0- >- U 810 Ca O 805 � C� Ac ^ VW/ 790 J O Cr W 785 Z �W w F-- 3 780 775 24+00 25+00 tercel ► i' enetlrYn uosre/an IYdt yfef trslee a eeeee • - � pre vrw a ear unaloasees frh — f �"�\fen. w TYPICAL SECTK)II TF,F WYE. OR PLr_ in feu d wee4 bW*q OW 111" rner be eneivee "M .ernes rrre poyeftweinw MA fti emmsm Ode" b =M Mwy eunolsn V " I r rift ter tr ele>Irl� ose sn an ed eyrhr wtifth wd at TM, dimervr -w . tr ewL w Ir Me ar pip Beeler udefe0ee asy dos Neon ar w wi Bea unn below IV A. A C ieafen. CONCRETE DIMENSIONS FOR HORIZONTAL THRUST BLOCKS 3' riser section for 4 diameter manhole with cutouts `J-solid support blocks under custom setter 6" stone bedding NOTES: 1. Access door shall be by Halliday Products or our approved equal: a) in non -traffic area - model no S 1 R3030 b) in traffic area - model no. H1R2424 2. Water service crossing street shall be encased in 6" dia. SCH40 PVC or SDR21 piping. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk 1 1 /2' and 2" METER INSTALLATION Figure 6 AMENDMENT NO. 2 - APRIL 1997 AMENDMENT NO. 3 - OCTOBER 1998 pip gtlt. Pkge• Wyw • Teee 11 114• end 22 It? Bends 46• and W Bends - A I B C A B 1 C A B C E 11-M o'-9" I,-Ir o•4Y 0•-r I Ir-r 1•-3, ow I l'-r r v-T or -or 1•-r o•-9" tr-r I o•-r 1'_' tr-r 7-3' iqr 1.4r or -or r r v-0' Or•r I 1'-r v-r 0'4r r- 12' 1•4r 1•-W 28r V_r 14r 1.4" T-W, 1•-(r 1 3'-0' 14' 7-T 1 V-4r 3•-T 1.3" 1'-C' 1'4r 24r 1'•(r r-O' tr T•r 1•-a- .74r 1•4r I.-W r_V r-r /'•a• rot' Ir ra' I r r4" i'4!' t'•r T-1Y 70 11•3' 1 r-r 20' r-r , a" 4 0 1 •r rr r a' 3 3' rot^ s-o• Petit n race ow wrq. wo an+oedeeel n eseaw efuft Oloo f ,ys`. ADM EVAFrlaCNr 12' a :iSs s 2 air 1e W e i err r 1.1 2.3 T14RUS•T BLOCKS FOR VERTICAL Io t a 3,7 UP BEN06 SHALL. BE THE SAME 12, 1.2 2A s.b AS FOR HORIZONTAL SENDS I 0oA .6 I.3 3A 7.6 16" V 2.3 5.1 - IB• 1.4 32 63 20' 22 CS 7E CONCRETE THRUST BLOCKING FIgL" 2 V N5 W .i Z N�N ci JC9 M— m aZxv V1 Y Z O m W CC G UJ W Cr a m do ■ J o to N rn !� " N N tT O lf) to V) N (0 W UO pt 00 I I 0 m tU 0 C W0rOL *, L � 0 • 0 O U .� 0� O L` 3 F_ 0 tt� � a a I C. LMS 21621 �'o 8310NAL DATE: SURVEY: 020CTOO M&L SCALE: DRAWN: SHOWN PLC C.I.: JOB NO.: NA 9909012 DWG: SHEET: SSHT— 7 7/7