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HomeMy WebLinkAboutSUB200400102 Plan - Approved Road Plan and Comps. 2004-06-25:*I-LT"b�:1 TITLE COVER SHEET NOTES, LEGEND, DETAILS, & QUANTITIES PLAN PLAN ROAD, DRAINAGE, & UTILITY PROFILES ROAD, DRAINAGE, & UTILITY PROFILES ROAD, DRAINAGE, & UTILITY PROFILES UTILITY & DRAINAGE PROFILES UTILITY & DRAINAGE PROFILES DRAINAGE PROFILES WATERLINE PLAN & PROFILE GRADING PLAN DRAINAGE MAP NOTES & DETAILS NOTES & DETAILS TYPICAL SECTIONS REVISIONS DATE SHEET NUMBERS DATE SHEET NUMBERS 3/18/04 ALL 5/27/04 ALL No. 35791 SjONAL E z 01 c� °C > O O W � v N 0 � SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 0 m t? vil .*ALLARD FIELD (UPPER) SUBDIVISION - 9 WHITE HALL DISTRICT ALBEMARLE COUNTY, VIRGINIA R 6g� CROZET FUTURE THIS„ APART.1fENTS J � PROPoSED BALLARD FIELD cp cV FUTURE ry .b FUTURE VILLAGEoVILLAOE CENTER CENTER rN ea V; 'h FUTURE SUBDIVISION FUTURL DEVELOPMENT TO CHARLOTT SWLLE R� 2✓0 TO� YNESBORO T0�'FTO ro �N�Rsrq 17"Z- q 64 �F VICINITY NAP SCALE: 1" = 21000' MARCH MOUNTAIN PROPERTIES L.L.C. Owner & Developer 1/28/04 APPROVALS TIMMONS GROUP IS NOT RESPONSIBLE OR LIABLE FOR ANY CONS TRUC TION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPRO VALS. Albs`taria C,,4nq nginafirittg FuA forks Dew.. F;ica: , ..�.. �. Bir` ZONED: R-1 RESIDENTIAL TAX MAP #: 05500-00-00-07100 o� TH 0, O SCOTT R COLUNS !2.0 U No. 35791 SjONAL E z 01 c� °C > O O W � v N 0 � O � N N Z o z o Q > L u �aLv > z O{A i 1MM4 L> W LL V W r o ¢ cLf) ~ 0 0 azc O 1 = N �U 0 W U 1 lztM O cC o fW-1 �'- � W z O ce- Q�mU) o �¢ �] Q W LL Lu Em r a a o LLi o > 0 0 00> O U) • � z • O V / > 0 co CLU) VD I LL ' W v � J J 0 W 0 cc� J WO Ha z Q H z Z) O J � i CO U Q 0 _J o� J0- W XEI O> W W 0 V E O6 � ' W o 1 01 JOB i NO. c aE ELb5 SHEET NO. 1 OF 16 o� i NOTE: 77MMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE W/ TH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. • MH -MH 1. OWNER\DEVELOPER. MARCH MOUNTAIN PROPERTIES L.L.C. r 2" ASPHALT SM -9.5A 36, 663 BE/GHTS DEVELOPMENT CORPORATION S 28-56'19" E 12" D.I. 1271 LF % MR. GA YLON BE/GHTS J1,968 Sr S 33'19'09" E 800 E. JEFFERSON STREET 2, 000 LF 6" BASE STONE 21-B 31,968 CHARLOTTESVILLE; VIRGIN/A 22902 S 3030'08" W 6" D.I. 174 LF TELEPHONE: (434) 245-0100 4,695 SY N 85'1236" W FAX. (434) 245-0300 4 EA CONCRETE 2, ENGINEER: 77MMONS GROUP N 28 5226" W METER BOX 43 EA 711 N. COURTHOUSE ROAD LEGEND MH 2 TO MH 3 N 48 23'27" W RICHMOND, VA 23236 43 EA N 8J'21'14" W 158.85' 7FLE. (804) 379-6133 S 072933" E PIE TIE TO EXISTING 1 EA E-MAIL: Scott. Co/lies@7-Immons.com ROADS i I • Ir r CONTACT- MR. SCOTT COLLINS 0 EA EXISTING CULVERT J. TAX MAP NO.: 05500-00-00-07100 S 39 04'40" W 12PLUG I6" 4 EA D.B. 2035, PG. 728 157.75' MARCH MOUNTAIN PROPERTIES LLC 1 EA CUL VERT 800 E. JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 1 DROP INLET & STRUCTURE NO. 4. GPIN NO.: 421617910600 r 5, ZONING : R-1 RESIDENTIAL, BONUS LEVEL (CLUSTER DEVELOPMENT) CURB r 6. USE : LOW DENSITY RESIDENTIAL DEVELOPMENT CURB & GUTTER 7 ACREAGE (TOTAL): 42.25 AC. ROADS.- 2.0 AC. pCe PROPOSED PA VEMENT L LOIS. ° 23.7 AC. OPEN SPA CE. 15.65 AC. (379 OF OPEN SPACE) EC -3A DITCH CONC. RiBBON.. 0.1 AC SIDEWALKS: O.8 AC. S7RUCTURE SETBACKS & HEIGHTS.° 6" DEPTH OF EC -3A DITCH MINIMUM FRONT YARD DEPTH., 25' �oZ a MINIMUM SIDE YARD: 15' - - -�--� EC -2 DITCH ; MINIMUM REAR YARD: 20. o ®caQ® MAXIMUM STRUCTURE HEIGHT- 35' 6" DEPTH OF EC -2 DITCH H Q Ln 8. NUMBER OF LOTS: 43 g. UTILITIES: SEWER' COUNTY SEWER - AVAILABLE ON THE SI IF ®®m ®va EARTH DITCH C *WATER: COUNTY WATER - AVAILABLE ON THE SITE * WATER MODEL AND CALCULATIONS PROVIDED W/7H THE SUBMITTAL. DRIVEWAY CULVERT THE MODEL IS BASED ON FLOWS AND INFORMATION w w PROVIDED FROU ALBEMARLE COUNTY SERVICE AUTHORITY. a � 10. SUBDI WSION. STREETS CURB & GUTTER BENCH MARK 11. DRAINAGE DISTRICT- LICK/NGHOLE DRAINAGE BASIN > 12. WATERSHED: S. RlVANNA RESERVOIR - WATER SUPPLY PROTECTION AREA - - - CLEARING LIMITS 13. DRAINAGE: THIS SITE WILL CONTRIBUTE TO A REGIONAL STORMWATER BASIN. COMPLIANCE WILL BE ACHIEVED THROUGH A PRO -RA TA. SHARE CONTRIBUTION BASED ON THE INCREASE IN VOLUME AND VELOCITY OF THE STORMWATER. VDOT STANDARD STOP SIGN A BIO -RETENTION AREA SHALL BE U77LIZED ONSITE TO HELP ACHIEVE WATER QUALITY COMPLIANCE. A STORM SEWER SYSTEM WILL DIVERT THE RUNOFF TO 200 EXISTING CONTOUR THE BiO-RETENROV AREA. 14. TOPO & SURVEY TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR 200 PROPOSED CONTOUR G. V. "KIRK" HUGHES /N FEBRUARY OF 2001. 15. CONTRACTOR SHALL VERIFY LOCATION AND ELEVA77ON OF ALL UNDERGROUND UTIL177ES o0 SHOWN ON PLANS IN AREAS OF CONSTRUC77ON PRIOR TO STARTING WORK. CONTACT 240.55 PROPOSED SPOT ELEVATION V ENGINEER IMMEDIATELY IF LOCA77ON OR ELEVATION /S DIFFERENT FROM THAT SHOWN �- TBC DENOTES TOP/BACK OF CURB ON PLANS, IF THERE APPEARS TO BE A CONFLICT AND UPON, DISCOVERY OF ANY UTILITY o NOT SHO ON 77iE PLANS w TIB DENOTES TOP OF BOX / 16. BONUS LEVEL FOR CLUSTER DEVELOPMENT ACHIEVED BY MAINTAINING AND PRESERWG(107-''9X) OF 77 -IE EXIS77NG TREES Wl THIN THE LIMITS OF THIS PROJECT. TOTAL ACREAGE.42.25 AC. TOTAL ACREAGE OF EXIS77NG WOODS TO BE PRESERVED= 4.75 AC. X OF EXISTING WOODS BEING MAINTAINED WI THIN PROJECT LIMITS= 1190 0.97 0.0/AC. X 42.25 AC=40.98 D.U. INCR.ESE IN DENSITY (59) FOR MAINTAINING 1090-199' OF EXISTING WOODS,° 40.98 D.U. X 59' INCREASE = 43.03 D.U. TOTAL UNITS PROVIDED = 43 UNITS NOTE: 77MMONS GROUP SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY PRECAUTIONS, SCHEDULES, OR COMPLIANCE W/ TH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY FOR ANY CONSTRUCTION BEGUN PRIOR TO PLAN APPROVAL. • MH -MH BEARING WATER r 2" ASPHALT SM -9.5A 36, 663 SY' S 28-56'19" E 12" D.I. 1271 LF 3" BM -25.0 J1,968 Sr S 33'19'09" E 8" D.I. 2, 000 LF 6" BASE STONE 21-B 31,968 Sr S 3030'08" W 6" D.I. 174 LF 8" BASE STONE 21-B 4,695 SY N 85'1236" W COMPLETE F.H. 4 EA CONCRETE 18,796 SY N 28 5226" W METER BOX 43 EA SEWER 180.65' MH 2 TO MH 3 N 48 23'27" W LiNES 43 EA N 8J'21'14" W 158.85' MH 1 TO MH 25A S 072933" E PIE TIE TO EXISTING 1 EA 8" PVC 4,708 i I • Ir r 12" X 12" T.S.&V. 0 EA 8" D.I. 1,417 LF S 39 04'40" W 12PLUG I6" 4 EA N 50 55'20" W 157.75' PLUG 1 EA num" UJ r W0E r r r v pCe a L ° Ze0< oWa �oZ a o ®caQ® H Q Ln ■■I■I-' M U UV - d C w 0 i BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULA 77ONS OF 7HE AUTHORITIES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING 7HE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUC77ON SAFETY SHALL BE ADHERED TO AND ANY VIOLA TION OF SUCH REGULA 77ONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CON77?ACTOR AND/OR DEVELOPER. J. PRECAUTIONS SHALL BE TAKEN TO PREVENT INJURY TO PERSONS AND DAMAGE TO PROPERTY NO BLASTING SHALL BE DONE WITHIN TWENTY-FIVE (25) FEET OF ANY COMPLETED WORK OR ADJACENT TO ANY OTHER STRUCTURES UNLESS PROPER PRECAUTIONS ARE TAKEN. ENDS OF UTILITY LINES ADJACENT TO THE BLASTING AREA SHALL BE COVERED TO AVOID DEBRIS AND DAMAGE. 4. PROPER NOTIFICAT'iON SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND. THE PUBLIC PRIOR TO 77HE COMMENCEMENT OF BLASTING OPERATIONS 5. BLAS77NG ON SA TU'RDA YS, SUNDAYS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLAS77MG WILL BE UNDERTAKEN IN THE VICINITY OF AN EXISTING UTILITY, IT SHALL ONLY BE DONE WITH DIRECT "ONSITE" SUPERVISION OF THE AUTHORITY. ANY DAMAGE AS A RESULT OF BLASTING OPERATIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PUBLIC ROADS 1. Prior to any constlruction within any existing public right-of-way, including connection to any exiisting road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County, The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. J. A# materials and cconstruction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must corny/y with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltaticon control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum aliowab)Ie slope is 2:1 (horizontal. vertical). Where reasonable obtainable, lesser slopes of 4:1 or better are to be achieved 7. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by VDOT All drainable outfall easements are to be extended to a boundary line or a natural watercourse. The contractor shall f'eld verify the length of all storm drainage Pipe• & Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determi,ted at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDOT, the Director of Engineering, or the Directors designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of paveP t� nt to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOIT CG -9(A, B or C). 10. Where rural cross sections are installed, al/ residential driveway entrances shall conform to VD07" standard PE -1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel Mhen, in the oxinion of VDOT, the Director of Engineering, or the Director's des�ignee, it is deamed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on al/ residential subdivision streets. Additional clear zone may be required depending on the category of road design. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. The cross slope shall be maintained as shown on the plans.. Exceptions will not be allowed. 14. All required signs (stop, street name, speed limit signs, etc.) are to be furnished and installed by the developer prior to acceptance. Signs and their installation shall conform to "Albemarle County Road Naming and Property Numbering Ordinance and Manual" and the Virginia Manual for Uniform Traffic Control Devices. The locations of all signs are shown on the plans. The developer shall be responsible for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted on speed limit signs are to be determined by VDOT prior to acceptance. The speed limit is to be posted 5mph below the design speed 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. 17. Use VDOT standard CO -1 or . CD -2 underdrains under the subbase material at all cut and fill transitions and grade sag points. 18. The stream buffer(s) shown hereon shall be managed in accordance with the Water Protection Ordinance of Albemarle County. 19. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT inspections and are to be accepted into VDOT's maintenance program and ownership. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT and/or County inspector present. In addition, if high-density polyethyline (HDPE) pipe or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a pre -construction meeting for installation training. APPROXIMATE MATERIAL QU2 QUANTITIES AS SHOWN ARE APPROXIMATE* ONLY. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF. ROAD MH -MH BEARING WATER PROP. 29 TO MH 20 2" ASPHALT SM -9.5A 36, 663 SY' S 28-56'19" E 12" D.I. 1271 LF 3" BM -25.0 J1,968 Sr S 33'19'09" E 8" D.I. 2, 000 LF 6" BASE STONE 21-B 31,968 Sr S 3030'08" W 6" D.I. 174 LF 8" BASE STONE 21-B 4,695 SY N 85'1236" W COMPLETE F.H. 4 EA CONCRETE 18,796 SY N 28 5226" W METER BOX 43 EA SEWER 180.65' MH 2 TO MH 3 N 48 23'27" W LiNES 43 EA N 8J'21'14" W 158.85' MH 1 TO MH 25A S 072933" E PIE TIE TO EXISTING 1 EA 8" PVC 4,708 LFI S 4977'02" W 12" X 12" T.S.&V. 0 EA 8" D.I. 1,417 LF S 39 04'40" W 12PLUG I6" 4 EA N 50 55'20" W 157.75' PLUG 1 EA MANHOLE 277 VF TIE TO FUTURE 2 EA STD MANHOLE FRAME 36 EA & CO VER LATERAL FROM M.H. 16 EA LATERAL FORM SIL 28 EA SANITARY SEWER SCHEDULE MH -MH BEARING DISTANCE PROP. 29 TO MH 20 S 40'10'17" W 123.59` MH 20 TO MH 21 S 28-56'19" E 264.42' MH 21 TO MH 21A S 24 40'28" E 243.89' MH 21A TO MH 22 S 33'19'09" E 167.76' MH 22 TO MH 22B S 16 55'38" W 94.84' MH 22B TO MH 22A S 3030'08" W 81.86' MH 22A TO MH 23 S 37 31 '08" W 179.53' MH 23 TO MH 24 N 85'1236" W 35209' PROP. 30 TO MH 1 S 61 0734" W 154.11' MH 1 TO MH 1A N 28 5226" W 220.82' MH 1A TO MH 2 N 2852'26" W 180.65' MH 2 TO MH 3 N 48 23'27" W 152.92' MH 3 TO MH 4 N 8J'21'14" W 158.85' MH 1 TO MH 25A S 072933" E 288.80' MH 25A TO MH 25 S 4129 21" W 173.29' MH 25 TO MH 26 S 4977'02" W 145.17' MH 26 TO MH 27 S 4977'02" W 193.46' MH 27 TO MH 28 S 39 04'40" W 13734' MH 28 TO MH 29 N 50 55'20" W 157.75' I T. WATER CONT. 2" FLUSHING HYD. 1 EA ..12" BEND 5 EA 8" BEND 20 EA 8" X 6" REDUCER 1 EA 12" GATE VALVE 4 EA 8" GATE VALVE 6 EA 12" X 12" TEE 1 EA 12" X 8" TSE 1 EA 8" X 8" TEE 2 EA 12" X 12" CROSS 0 EA SANITARY SEWERS MH -MH BEARING DISTANCE MH 29 TO MH 30 N 45 41'08" W 338.65' MH 25 TO MH 32 S 475545" E 289.19' MH 28 TO MH 31 S 50 55'20" E 152.01' MH 26 TO MH 5 N 47 02'53" W 140.69' MH 5 TO MH 6 N 38 2522 W 196.32 MH 6 TO MH 7 N 42 57'07" E 99.17' MH 7 TO MH 8 N 18 58'19" E 63.40' MH 8 TO MH 9 N 3747'16" W 277.65' MH 9 TO MH 10 S 82 02'02" W 65.55 MH 10 TO MH 11 N 33'03'32" W 122.46' MH 11 TO MH 12 N 5152'05" W 65.47' MH 6 TO MH 13 N 83 50'12" W 32.47' MH 13 TO MH 14 N 4451'38" W 305.22' MH 14 TO MH 15 N .03 48'12" E 26.70' MH 15 TO MH 16 N 62'19'43" W 162.48' MH 16 TO MH 17 N 88'16'56" W 75.70' MH 14 TO MH 18 S 56'19'00" W 171.02' MH 18 TO MH 19 S 86 49'33" W 76.52' THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND IN ACCORDANCE AND WITH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND 7RUS7EES. ANY REFERENCE TO FUTURE P07EN77AL DEVELOPMENT IS TO BE DEEMED AS 7HEORE77CAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT ARE TRUE AND. CORRECT TO THE BEST OF MY KNOWLEDGE. O _---- WNER AGENT CO. ONT�E'A T.H 0F VIRCI NIA COUNT.Y n ALBEHAJ?LE To WIT: I, A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, COMMONWEALTH OF VIRGINIA, DO HEREBY CER77FY 7HA T EVERGREEN LAND COMPANY WHOSE NAME IS SIGNED TO THE STATEMENT OF CONSENT TO DIVISION HAS ACKNOWLEDGED THE SAME BEFORE ME IN MY AND COMMONWEALTH AFFORESAID. GIVEN UNDER MY HAND THIS DAY OF 2003 NOTARY PUBLIC MY COMMISSION EXPIRES - S OTT R. COLLINS�e, U No. 35'791 ,, 1.16 .5 /24/0 o�����ONAL eA� -00 Q CD �CD �o 0 �P L o0 s o N � ° o v s� }� C o ry �� "1 •L j--� > o i� I a oN o 0 P-4 Z 3 a y 0 U U N C.20 s st W co fly J o 0 J j < UJ C 0 0 E 41U U ® ° re ° UJ Ln �° ..�LUr -1 UJ O o �.../ w � UJ o g N 0 lt� 0 U QW�� v c o U Uo U 0 (y U C 0-0 E o2 4 U 0 vi o JOB NO. ° ° 6636. U SHEET NO. 2 OF 16 E o fl E O > E UJ N :i; UJ FF_ rmi UJ > tU - num" UJ W0E r v pCe a L ° Ze0< oWa �oZ a o ®caQ® H Q Ln ■■I■I-' M U UV - d C w 0 w w a � o > LIJ UJ o0 V o w ,y M CZ � a UJ > CL o Q O Wh ® > o® V) DATE ® }` U1 1/28/04 DRAWN BY SRC DESIGNED BY SRC CHE KED BY SCALE NONE i -00 Q CD �CD �o 0 �P L o0 s o N � ° o v s� }� C o ry �� "1 •L j--� > o i� I a oN o 0 P-4 Z 3 a y 0 U U N C.20 s st W co fly J o 0 J j < UJ C 0 0 E 41U U ® ° re ° UJ Ln �° ..�LUr -1 UJ O o �.../ w � UJ o g N 0 lt� 0 U QW�� v c o U Uo U 0 (y U C 0-0 E o2 4 U 0 vi o JOB NO. ° ° 6636. U SHEET NO. 2 OF 16 ......... ...... 90 ..... ..... ...... u .......... ......... ...... RIBBON H VARIA t; 7H',SAV.,'.: .......... .. .... / ....... ... ...... ............ 'S D ESM T, ...... .....rr, 0, 6 5, 'A 0 7 P. WIDTH 5 F VA I............. ESMT ...... 'SMTT R. COLTINS;?, RL 4 • ............ J'_ LT' 1420553.60 U No. 35791 8... ........... ...... .............. ... i ... OUTLET PR07EC77 ... 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SME -GRAPHIC SLA tl+93.82 3910001.2 ... ....... ...... 0 .................... 0 25 _100 • ........ 1128104 -1 1420424,14- WJDtH ISTIM�,t. U) W r. "EX DRAWN BY MT., I...... TO'REA4A IN. 7,' .... . . ............ ....... SIDE AL AWARCff (,19 FEET ) - MOI /N TA IN, -PROPER TIES SRC ...... ERSON 14LC LA- 96AC I inch 50 ft. TAX.- 05500,,-00-00-08joo DESIGNED BY ., -1 z, ........... 03 .............. ................ . G�' RA ZONIN ....... . .... ...... -92.,rr.r ........ ......... SRC .......... 56 A CRES II -V A I c. CHTKED BY . ... . . . . . . . . . . F . . . . . ... . . . . . . . . . . .. . . . . . .rr ......... SCALE . . . . . . . . . . . . . . . . . . . . . . . . .. . . . BUILDABL .................. .. .... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . .. STA,.!O+J8.O6 2 .......... lr=50 ,rrr CO • f - .................. ...... L.A.0.53 A . .. . . . . . . . . . A . . . . . . . . . . . . . .. . . . . . . . . . . ........ HOLE I ......... 10, 60 ..... ....... . . . . . . . . ... . . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . x 7325S . . . . . . . . . . . . . . . . . . . . . . .. . . . . Lm . . . . . . . . . . . . . . . . . . � /,: 910272:21 . . . . . . . . . . . . . . . .... SiA 8+,7i ....... OLD TRAIL IILTY 20'1UT z ,4 2114,31.,93 . . .. . . . . . . . \ . . . . . . . . . . . . . . . . . . . . . ... .................... 'A I00 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . .. . . . . . . I�x . . . . . .• . . . . ...... . .... GOLF COURSE ....... ......... .......... ...................... ............ ........ EXISTING . . . . . . . . . I0,51403 "A -79 ROADS . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . _N .26 % ", 7' 0,- . . . . . . .. . . . . STA2+52.01 63.60 'j4 _1VU, 2 142 14206 .......... ....... .. . Z rrr • •0 ............. .DRAINAGE DESCRIPT101VSr.rrrrrr.•UENU 0 �E6N: J2' 0 F7 ....... JRANSI PIPE INFORMA T I 0 N I N F 0 R M A T I 0 N . . . . . . . . . . INLET L E T TR. ........ ...... ........ LIMI OF 1 00' I- 0 • .......... COMMENTS ........... 2 B.k BE ....... ............ BEGIN 0 .......... s .......... NO� DIA. LENGTH SLOPE INVERT INVERT INLET NOSE INLET SLOT RIM .......... . .. STREAM BUFFER MATERIAL ........ - (ft.) (7.) IN OUT TYPE TYPE STATION LENGTH ELEV .......... . ...... < 4 D. EW- 1 REQD PROPOSED 'REAR, . . . . . . . .. . . . . . 4' 0 1 15 79.99 395 670.16 667,00 CL. I// RCP VDOT S7 67740 95 s DLO. 7 000*% -7 14+47.17=0.7Y,'. '3910tio DI....... IVD01 ID. . ..... �,A -,O 62 AC.. 11421J62.77 . ......... KkQU 2 j 15 2,97.60 J. 59 684.85 674.16 CL. RCP B.,A; -13 .. ......... 0 69&90 4 MH- 1 ***IVDOT STD. ST -1 READ C) Q) CL 15 44.39 1.69 689.60 688.85 CL. N RCP . ..... ................ .......... . ........ .. 6 D/ 3C 0+84.00 6' 697.19 VDOT STD. ST -1 REQD 0 . .............. u w 7 15 34.00 0.88 69aOO 689.70 CL. N RCP -JC 1 REQ uj 20' 0 0 CL. N RCP DI 8 0+50.00 6p 69Z 19 VDOT STD. ST 40e 9 ------- CO < 15 53.57 0.50 690.37 690.10 IDI -36 18+00.00 6' 6952 VDOT STD, ST -1 READ co Lu ss 11 15 49.57 5°35 6911.50 688.85 CL. RCP 8o < 10 1,50' 2: VDOT STD. ST -1 REQD 2 D1 -3B B 1+00.00 69Z89 N8 22'1' t7 7177'06*W COMMON 'VARIABLE CL. N RCP 348.881 13 15 7J. 50 0.68 665,25 664.75 AREA WIDTH SAN. u 60 S�WR ESM T 40+99.96 8' 700.8J VDOT STD. ST -1 RE -TA li+J2. 909 DI -JB B J90999795 57 A% UJ a- 0 61 18 10J.17 2,22 69&95 6,96.66 CL. N RCP 2 111420902. :D X-5" 704.09 VDOT STD. IS -1, ST -1 REQD U) 0 62 DI -75i 42+04.14 0 AIMPROPERPE,5�� 15 68.71- 2.98 701.10 699.05 6J CL. N RCP I'A 64 DJ 7A 10 T- 1 REQ /0 LE #I 0 0 H I< +86.51 3ii-5" 707.56 VDOT STD. IS -1, S ZONING"' Rl 65 15 58.68 4.01 704.45 702.10 CL. N RCP uj 2035; •PG 66 7A 11+45.29 3 -5" 712.69 VD 0 T S 7D. S T- 1 READ72$0 DI J. IJ, 705 48 699.05 CL, N RCP 67 15 160.71 .2 10, D1 -JB B 1+00.00 712.09: VD 0 T S TD. S T- 1 READ POND 0 705. 83 70558 CL. III RCP Lu 0 69 15 34.00 0,74 DI -JB 1+00.00 12' 712.09 VDOT T S TD. S T- 1 READ ip 70 B e H 4 OS T p COLLI 2 0 RCP LL 70A 15 JO.34 0,50 706.08 705.93 CL. N 708 DI -7 0+50,00 X-5", 711.50 PROPOSED SIDEWALKS KS SHALL BE 18 4Z85 J. 74 666.21 664.42 CL. N RCP 71 MAINTAINED PRI VA TEL Y D1 -JC B 10+4J. 10 6' 67J. 1 1 VDOT STP. ST -1 REQ 72 0 U) 74 19 I7,5 4 R9 RCP -moo 74 DI -38 B 1+00.00 8' 683.9J VDOT STD. ST -1 REQpD 75 15 40.00 Z 75 678.20 675.10 CL. N RCP DELTA CHORD cl 76 D1 -3B B 1+40.00 12' 683.93 77 15 .52-35 0.50 666.97 666.71 CL. /// RCP 180.27' 195.29' 45*5423" 78 1 1 DI -JO B 0+38.91 6' 673.42 * RIM ELEVATION,DEFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS. * VEJOT STANDARD S -1--i S7:i-:,PS SHALL BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4'-O" OR GREATER. "H" AND 9 DEESIGNAPONS REFER TO THE HIGH AND LOW ELEVATIONS OF DI -JE- INLET BOXES ON GRADE. MANHOLE RE UIRESS VDOT STD, SAFEETY SLAB 220.34' C6 1000,00' 118.35' CURVE TABLE FOR ROADWAY CIL CURVE RADIUS LENGTH TANGENT DELTA CHORD cl 130.00, 54.98' 27.91' 24*1 4'00" 54.57' C2 180.27' 180.27' 195.29' 45*5423" 175.49' C3 200.00' 335.97' 223.09' 96*14'52" 297.84' C4 800.00' 158.10' 79.31' 54'15'16" 157.84' C5 1000.00' 220.79' 110,85' 12*39'02" 220.34' C6 1000,00' 118.35' 59.25' 6*46'52" 118.29' C15 200.00' 276.99' 165.90' 79*21'05" 255.38' C16 725.00' 239.04' 120.62' 18*53'29" 237.96' C17 150.00' 20.95' 10.49' 8'00'10" 20.93' - O , , rr I r r r 11 R r 0 O Q air - I 1VOOT STD. IS -1, ST -1 REQ'D • • ► r aO �; ,; ,iRl ;, ,•"I *J/1 R � ----------- 6=� , rr r•• rr • rr J REQ'D 11 _ •' r . - r=E&1zwffj=f1rr±Tk1v1r - • r ° -rI Ir ° r r- r :• r- r- r r -�r - r r- r r r r' r r r s r : :r r ,► sa r� • r D #1' _.__ \ . i (0 ,- , 'i. i •, \ ' O ',I S81;33'2�5 E S 11 11� 4g, g3 66 p ti. --------- SO �s�+F - _ • 6)� `- r 0;0y' `16 \69 ` 9 _ _ .' F r O I j,x f v j r \ = f✓ ry I r rr t ' SflIFFLETT JACKI ! ,@ � � ' r ,'``~ �~ \ \ � o E ' , ..W 11.11 ,. ! � T ! � '' r ,� fr 504 ELLENDIN A \ ` , __ ____.. _ VENUE _ , r 2 1 TAX MAP O E o • • 05500- 00- 00- 07800 - , 1. VARIABLE' ` ZONING. R 1 #� o '� ,' ° r ,' f f - ^._.. -- 20 26' WIDTH SAN. e ` 46° 0.39 ACRES \ _" �° _ '° r ,% f` ,`" r' - _� p s S l , „r „ rr _ - EMT f�R , \ ,..,, , 1 , . ;f O 6 �...... . DRATNAGF T�FR0_ F?TPTTn7\ NO ` PIPE INFORMATION INLET INFORMATION CURVE TABLE FOR ROADWAY CIL DIA. (lin.) CURVE RADIUS LENGTH TANGENT DELTA CHORD C7 750.00' p O p p p O 0 R r r , C8 150,00' 263.24' 180.52' 100'33'04" 230.74' C9 450.00' INLET 65.82' + 130.26' I 0 O 198.62' 100.09' 17'30'27" 197.85' C11 1 130.00' 254.57' rI 112'11'50" 215.80' 500.00' 148.71' 74,91' 17'02'27" 148.16' C13 500.00' 170.70' 86.19' 19'33'37" 169.87' C14 1200.00' 91,06' 45,55' 4'20'52" 91.04' C18 75.00' 123.09' 80.48' 94'02'10" 109.74' C19 1 75.00' I 124.56' rL Rf I 95'09'21" I 110.73' C20 75.00' 105.78' 63.84' 80'48'29" 97.23' 20 �OE�: D1 -3B B 1+34.15 4' 699.31 ***/VDOT STD. ST -1 REQ'D 21 30 34.15 0.88 691.60 691.30 CL. N RCP V zp CO 22 z F- DI -3B B 1+00.00 4' 699.31 0 23 24 90.99 1.70 •�® 692.10 CL. 111 RCP zL. a U)6 (A � 24 33 ,�• %' -� r •r r• rr s - w 38+52.48 8' 700.93 ` .. ' _, ♦ •R' 24 R ♦ -CP 696.65 ' CL. 111 RCP 4 1111 26 i `r � I rr - r DI -3A B 10+28.97 2'-6" 707.72 VDOT STD. ST -1 REQ'D 27 18 38.15 2.10 699.65 701.40 _ - O , , rr I r r r 11 R r 0 O Q air - I 1VOOT STD. IS -1, ST -1 REQ'D • • ► r aO �; ,; ,iRl ;, ,•"I *J/1 R � ----------- 6=� , rr r•• rr • rr J REQ'D 11 _ •' r . - r=E&1zwffj=f1rr±Tk1v1r - • r ° -rI Ir ° r r- r :• r- r- r r -�r - r r- r r r r' r r r s r : :r r ,► sa r� • r D #1' _.__ \ . i (0 ,- , 'i. i •, \ ' O ',I S81;33'2�5 E S 11 11� 4g, g3 66 p ti. --------- SO �s�+F - _ • 6)� `- r 0;0y' `16 \69 ` 9 _ _ .' F r O I j,x f v j r \ = f✓ ry I r rr t ' SflIFFLETT JACKI ! ,@ � � ' r ,'``~ �~ \ \ � o E ' , ..W 11.11 ,. ! � T ! � '' r ,� fr 504 ELLENDIN A \ ` , __ ____.. _ VENUE _ , r 2 1 TAX MAP O E o • • 05500- 00- 00- 07800 - , 1. VARIABLE' ` ZONING. R 1 #� o '� ,' ° r ,' f f - ^._.. -- 20 26' WIDTH SAN. e ` 46° 0.39 ACRES \ _" �° _ '° r ,% f` ,`" r' - _� p s S l , „r „ rr _ - EMT f�R , \ ,..,, , 1 , . ;f O 6 �...... . DRATNAGF T�FR0_ F?TPTTn7\ NO ` PIPE INFORMATION INLET INFORMATION CURVE TABLE FOR ROADWAY CIL DIA. (lin.) CURVE RADIUS LENGTH TANGENT DELTA CHORD C7 750.00' 209.34' 105.35' 15'59'32" 208.66' C8 150,00' 263.24' 180.52' 100'33'04" 230.74' C9 450.00' 130.72' 65.82' 16'38'36" 130.26' C10 650.00' 198.62' 100.09' 17'30'27" 197.85' C11 1 130.00' 254.57' 193.45' 112'11'50" 215.80' C12 500.00' 148.71' 74,91' 17'02'27" 148.16' C13 500.00' 170.70' 86.19' 19'33'37" 169.87' C14 1200.00' 91,06' 45,55' 4'20'52" 91.04' C18 75.00' 123.09' 80.48' 94'02'10" 109.74' C19 1 75.00' I 124.56' I 82.07' I 95'09'21" I 110.73' C20 75.00' 105.78' 63.84' 80'48'29" 97.23' - O , , rr I r r r 11 R r 0 O Q air - I 1VOOT STD. IS -1, ST -1 REQ'D • • ► r aO �; ,; ,iRl ;, ,•"I *J/1 R � ----------- 6=� , rr r•• rr • rr J REQ'D 11 _ •' r . - r=E&1zwffj=f1rr±Tk1v1r - • r ° -rI Ir ° r r- r :• r- r- r r -�r - r r- r r r r' r r r s r : :r r ,► sa r� • r D #1' _.__ \ . i (0 ,- , 'i. i •, \ ' O ',I S81;33'2�5 E S 11 11� 4g, g3 66 p ti. --------- SO �s�+F - _ • 6)� `- r 0;0y' `16 \69 ` 9 _ _ .' F r O I j,x f v j r \ = f✓ ry I r rr t ' SflIFFLETT JACKI ! ,@ � � ' r ,'``~ �~ \ \ � o E ' , ..W 11.11 ,. ! � T ! � '' r ,� fr 504 ELLENDIN A \ ` , __ ____.. _ VENUE _ , r 2 1 TAX MAP O E o • • 05500- 00- 00- 07800 - , 1. VARIABLE' ` ZONING. R 1 #� o '� ,' ° r ,' f f - ^._.. -- 20 26' WIDTH SAN. e ` 46° 0.39 ACRES \ _" �° _ '° r ,% f` ,`" r' - _� p s S l , „r „ rr _ - EMT f�R , \ ,..,, , 1 , . ;f O 6 �...... . DRATNAGF T�FR0_ F?TPTTn7\ NO ` PIPE INFORMATION INLET INFORMATION COMMENTS DIA. (lin.) LENGTH (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLET TYPE NOSE TYPE INLET STATION SLOT LENGTH RIM * ELEV. 17 30 15-17 1.19 669.05 66ZOO CL. Iii RCP � o o Cn 0 VDOT STD. ES -1 REQ'D 17 A 30 52.43 1.18 668.62 668.00 CL. NI RCP > � 17 B _ MH -1 B 3+28.01 670.50 18 � r > 3i tU MH -1 B 2+75.59 688.00 ***/VDOT STD. ST -1 REQ'D 19 30 141.44 1.19 682.30 680.62 CL. Ii/ RCP 20 �OE�: D1 -3B B 1+34.15 4' 699.31 ***/VDOT STD. ST -1 REQ'D 21 30 34.15 0.88 691.60 691.30 CL. N RCP V zp CO 22 z F- DI -3B B 1+00.00 4' 699.31 VDOT STD. ST -1 REQ'D 23 24 90.99 1.70 69J.65 692.10 CL. 111 RCP zL. a U)6 (A � 24 0 LnU DI -38 B 38+52.48 8' 700.93 VDOT STD. IS -1, ST -1 REQ'D 25 24 162.94 1.78 696.65 693.75 CL. 111 RCP 0ww 26 DI -3A B 10+28.97 2'-6" 707.72 VDOT STD. ST -1 REQ'D 27 18 38.15 2.10 699.65 701.40 _ CL. N RCP a- 28 4 �: �: DI -3A B 10+55.33 2'-6" 709.81 VDOT STD. ST -1 REQ'D 29 18 34.02 2.33 704.24 703.45 CL. 111 RCP Ce 0 0 4) 30 � DI -3B B 10+54.20 6' 709.81 VDOT STD. IS -1, ST -1 REQ'D 31 18 37.40 0,55 706.20 705.99 CL. 111 RCP QL 32 F_ DI -3B B 35+92.73 12' 713.46 VDOT STD, IS -1, ST -1 REQ'D 33 18 191.37 3,72 714.82 707° 70 CL. 111 RCP Lu 34 Dl -3A B 33+99.92 2'-6" 723.70 VDOT STD. ST -1 REQ'D 35 18 84.79 1.56 717.64 716.32 CL. W RCP 36 DI -3A B 33+00.00 2'-6" 726.19 VDOT S7D. ST -1 REQ'D 37 18 84.80 0.50 718.16 717.74 CL. llI RCP . 38 DI -3B B 1+3399 4' 726.94 VDOT STD. 1S-1, ST -1 REQ'D ,39 18 '33. 0.50 718.43 718.26 CL. /Il RCP . .- Dl-- R B 1+00.00 6' 726.94 VDOT STD. ST -1 REQ'D 41 15 195.69 0,50 719.51 718.53 CL. /// RCP 42 DI -3B B 1+00.00 6' 727.94 VDOT STD. ST -1 REQ'D 43 15 34.00 5.56 721.50 719.61 CL. IJI RCP 44 DI -3B B 1+34.00 6' 727.94 .7' STD. ST -1 REQ'D \ ��y .� o / r ;,Xj INEE 6,�. *RIM ELEVA770N REFERS TO TOP OF MANHOLE COVER FOR STANDARD MANHOLES, AND TOP OF INLET BOX FOR STORMWATER INLETS. . O ,� _ , i 't {`l, ✓ / %6.,.. .,..., .,,r,,...,...:.!1i _ , " :� �T tT „� O , °'k ,, . , , ....','l� W TS.',' , , . , . Mr . , . , .. , .. , . , , . . r , , . ; i * VDOT STANDARD ST -i STE S - 1rt. \ �F ., 1` , ., , 1111 ! j 1 P SHALL BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4 0 OR GREATER. z a o o r ! I 5° , r r`' ,r , „, ; r ..' ,,.t'.'f= H AND L DESIGNATIONS REFER TO 7N - - >-- " � wow ° r6 Q „ • • , ,L,r _ �: i \ E HIGH AND LOW ELEVATIONS OF DI 3B INLET BOXES ON GRADE. ; . . . - , r V , , r r r ^.q . `n.. r r r r r ( Jl 9 � 9 ( f f r 1111// -'\ '.{ ** N 0.5 STEEL PLA ° l r 1` 1'' I TE OR 3 RIP -RAP PIAT REQUIRED. *** MANHOLE REQUIRES VDOT STD. SAFETY SLAB. z o \ \ aoo STREAM , fi,F r , . ;� :' . % r ,. �, i� \ O J` r. a.,,,. :. ,:. . 01. .....1 X } 1 1 , O (� A r t L.A.','0.55'',AC.', . , . , , , r . r , o . r BUFFER AND i , � r tfy r r r , _,-' p s . ' .:A:•'0:58'•ACa .. r r , . , .. r ""' .. , o s t \ , O° '0 " o ` ;t ,,' ;. f t g;g . , ... ... , . r r ,' , y \ o B:rA: •' 14'421'''5'.:; a O iGi GREENWA Y 7 :g ' f �, \ \ N 9 r s` i .. .., ,,...,,,rrr,,, 1,1,,11,,, .,.,.,., h _._ g i ' + o DATE ..rrr, r r r r...... , O '\ i l 'r' STA 8+` 6 a° s.. 2 .3�i 91 38i '1 , .. 3 1111 ,,,.r.. r„ e', ,- :1111., .`�.,..,,. � , � PRESERVATION � 'F� 'r.'.. , . , , r .. 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CONS �� �' D 7RUCTlON �`'T r r r r t N . 1 , . _ r r , . r �'r Y �. i.. 1111,. tr. .r , Y r" _ r , -_1111 y _.. .._...,rr...,,. - i ., .. .r,., r 20 7 ,.,,r .,. ... r' P LANS r L N . 1111 ; 1111 .. A' . ``, I R:' 'WIDTH' .. .rr.....,.... 1111. 1111. '� 1111 .,r. 1111 �h•' r. s ,2 3 .i� ,. ., '1... ay X pp� f ,i , 1111, rr ,. rr •i r r i � ,. 111,1:' r .r ,r t 1.1111 „ 111..1. 11.1,1 r, r. , r' 1 11 .D r 11.11., ,r.. . , , .. RAINAGE' . 1111. 'r.,...r ..r c: I-' ;" '0:51''•A r , r . , �D 2 L: A': r , 1110 r r „ t , r 1110 1111. / . • 5� ! r r .. .. ., �"1111.. r. ,, ...r r.., 11,11 rrrr , ,r „ �`! 'r, .. .r _.. `t r r r,, r r l }, P POSED �, r �' ti c� „' 1', Y .. , . Eatil'� r 2 0 \_ :� 5 'm O jj 1 r.. ,,. , r 'i� f r „ r r r . 1111 ...,r.'.........................r...,., r. ... 1111,,. r., r,.., 1111, � ..r s 1 1 i 4...,.,..,,..' r.., r %':1 r. 1111 1111 'i 1i ( - .t ,'.rc 20 �'. .,., 5$ ' v %-",-"1..-L...1'.%.1'1'.. .,,,....,.rrr.... 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'. �}wj, ..k r,.r,r, r r 'Y .Lr �" , 1111. .�Y • ,.,a,.r, 'f 1111. 111..1 r. r,, :, t r} ,, , j r r< i, Fy r' ,r.,.. . r,.,r r, . . r ,, 0 ®. 03 V VA DIN 11409 R. ,{M `C'��•' 1111. ,',�G.�Pr'r�' r '`,�� '\�` r ,i 1 .. ..rr. c . .. r 1111 .. � �. c5 ,1 ,... . , . 10;10 N 1 METER'^.'ESMT. ; \ W ,r.,r..r ;. �r.r,. 6 .,.,r.r. ,L.A'..0.53r C: 1111 111,1 ,.�.' ' \ r.. ,.. r r. .;o, 1 ,, .,..r.... rr ,. 111.1. \ > 0 r 11 �1111_ ,, 77 - •v r .. 1111 ... �'. r..... r.. .. 1111 t .. S.. '{ i f .r..., I r.,. .,..'�' r r } .�•'�' �, 2 `, 1111,. � �.� \ o o R r TYP' - BA :F' 1111,. ... '� �-w , .. r . , ,'12 5'78. S ''� ' i � • ... ® a a •1 . 'e' ' k•• t i\ 'A • ,il 't , ,. 1111. .,.r,,,,,,,,,,,,,,, �p � l i����� �''1• - ... .. , r. i O l i t :30 X 1 ; ''�. , , r r � ', 101)1'. F • r. _ - 1111 , rr ,. ,[i \�c` - rV t. ; 2'93.fi.S F' s . , i v ', . _ �,;;• , -,t , , , 1111 1111 , ..',4 1111. , ;\ 1 `,' r;. r . 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CONS �� �' D 7RUCTlON �`'T r r r r t N . 1 , . _ r r , . r �'r Y �. i.. 1111,. tr. .r , Y r" _ r , -_1111 y _.. .._...,rr...,,. - i ., .. .r,., r 20 7 ,.,,r .,. ... r' P LANS r L N . 1111 ; 1111 .. A' . ``, I R:' 'WIDTH' .. .rr.....,.... 1111. 1111. '� 1111 .,r. 1111 �h•' r. s ,2 3 .i� ,. ., '1... ay X pp� f ,i , 1111, rr ,. rr •i r r i � ,. 111,1:' r .r ,r t 1.1111 „ 111..1. 11.1,1 r, r. , r' 1 11 .D r 11.11., ,r.. . , , .. RAINAGE' . 1111. 'r.,...r ..r c: I-' ;" '0:51''•A r , r . , �D 2 L: A': r , 1110 r r „ t , r 1110 1111. / . • 5� ! r r .. .. ., �"1111.. r. ,, ...r r.., 11,11 rrrr , ,r „ �`! 'r, .. .r _.. `t r r r,, r r l }, P POSED �, r �' ti c� „' 1', Y .. , . Eatil'� r 2 0 \_ :� 5 'm O jj 1 r.. ,,. , r 'i� f r „ r r r . 1111 ...,r.'.........................r...,., r. ... 1111,,. r., r,.., 1111, � ..r s 1 1 i 4...,.,..,,..' r.., r %':1 r. 1111 1111 'i 1i ( - .t ,'.rc 20 �'. .,., 5$ ' v %-",-"1..-L...1'.%.1'1'.. .,,,....,.rrr.... R1BBaN l s� '�,,, 1 •G 3 •. r..r..,.,.,.. r.r�s',,. '� ,,.r r. %VAR/AB�.Er' 1, ,� 001`0 '�' ,l / - � � y Q r, \' y. r .. D SAN: VAR,..WlDTH r i GRAPHIC SCALE' ' r1. � ' ?' r TH .. , . a 1 f 1 4 0 s '� �C, \Q • °' `• S ESM' .T , . , .'`. ''r'S D.' ESMT r' O j.. r .. ° u �s ? L ` �\ s' j• 1 v �s .' 0: 1 AC :6 C: Lb ®a . �', Q ° y \1 , r' i �\ �' . r ,. .. r � '8" r .t ~. r .. ! r r 1111 1111,, r.., 6. � �o® ti 7 F 5 i VAR. WIDTH 50 0 25 3-1 , .a,A, .' 44QQ. S•F, . , �(i, .'i'.. B;A:..1.6;. ,8.'S. r , . , , .' 11.11. ,- ;j f; \ r, to r .. , , 4j. �, � G 0 . ' y, ` { i'' ; r' DR. ESM o �• NO. r , 9. r , }, �Y ; Q / o� 1112; 5' o Q O' ". y t a / J I •1 1111, r S 54:26 1 A21+ 3 n •� 9 39,10770. D , rj'' •f'' 13 I I , i . 1111 66� 1111 ,s'' '�, r 1111,, .; .r. .r . ''w 'y. 3 x �•�� ,. ...,r.. 1111 .r.. 1 r. , BEND- •P o .. 3 �L`T• 4 .0553.8 '�'•r•" r , , , . . , , ., 11 i 2 �'. 1111 O.. I 1' i `V' O ... „ r, ,., 1111 11.11 rrr} '�! •'i ' 60 r'� j' 7 1111 1' ,: ., % Y, 1111 . .. . ... . . . . . . . � , . t OUTLET PROTECTIo 365 ,n ., 1111 .. ' r 1111 Q/ r 5� 1111. , .r r r. . r , . r r , r' • ---� ................:.....: ..,.....,,. 1111. r., ,r. r,.,,.r'�' .. s 11111 'i P , 0111 x o CHLINE'. ° A,''1 s:' VD r cLAss N , ... �' >z:. T,'S. 1`111 �. ..2,Q45. , f' , r r .. , O° ti 'VDD TD: • F ' , . '.r a i cr' r`' - ® .. r. ft. 0 •7+ H E P L I iia°�. r ... , SHEET !G, „r., �' a �. x EG 1 RIP .. 1111. '.Y 1111 RAP `�. 1111 .,. E CGT 12A' h r A 3+88 �B �'0. .. .,r 1111. ,.. ... 0� I'll 91 745.1 r ... EET 3 ' �� g 65 �' 40 o 0 i T .' 1 / A' T '�, 4 ,. �,. 1111., ., .., 1111,,. i. 2 . 1111 ., r.,,..' I' ,• ,' 1010 r 1111. F 16 I i I I I i i 1 I'. , r'I. ®,' l; ,.,, r. \ �' /\ ,' II I i I I w I I I i IC S 8 "X6 " TEE COMPLETE FIRE HYD Is 9, COMPA C REQUIRED 801 X D8 TEE & 8" G. v N N N N ',Z,) 21+00 No cn Q) OHO + 1 S TR. 9 53.57 L.F. 0.507. CN 151n. RCP' 1.15' 450.00' VC LOW POINT ELEV = 69718 LOW POINT STA = 18+45.96 PW STA = 19-e 25 P V1 ELEV = 689.89 A. D. = 14.80 K 30.40 PROFILE LMhyvjj ;EXISTING GROUND @ ClLi EXIS77NG GROUND 20' LEFT EXISTING GROUND 20' RIGHT nv1-L/,5_7ED 7-15T:173 ICU LrN/-iuu- O� ,� V.- 0) I 01 R 20+00 352.09 L. F 5.099 81n. SDR 35 P1 I 14+00 ;1 WOODBOURNE LANE (25 M.P.H. DESIGN SPEED) (STA. 10+00 TO STA. 20+96.20) (,6 Lo D ROAD, AS SHOWN Q) LLJ W k6 Q) L6 ti 3 C-) N VN,- INZ, 2r,, R NS DRI VE CIL c0 c0 to c0 r-1) N N N N N ',Z,) 21+00 No cn Q) OHO + 1 S TR. 9 53.57 L.F. 0.507. CN 151n. RCP' 1.15' 450.00' VC LOW POINT ELEV = 69718 LOW POINT STA = 18+45.96 PW STA = 19-e 25 P V1 ELEV = 689.89 A. D. = 14.80 K 30.40 PROFILE LMhyvjj ;EXISTING GROUND @ ClLi EXIS77NG GROUND 20' LEFT EXISTING GROUND 20' RIGHT nv1-L/,5_7ED 7-15T:173 ICU LrN/-iuu- O� ,� V.- 0) I 01 R 20+00 352.09 L. F 5.099 81n. SDR 35 P1 I 14+00 ;1 WOODBOURNE LANE (25 M.P.H. DESIGN SPEED) (STA. 10+00 TO STA. 20+96.20) ,-- 4.007. MAXIMUM GRADE OR LESS ,,- SHALL BE MAINTAINED FOR 40' FR9A�7� (,6 Lo D ROAD, AS SHOWN Q) ro k6 Q) L6 ti 3 06 N N VN,- INZ, 2r,, R NS DRI VE CIL c0 c0 to c0 r-1) N N 20. 9+00 1!8+00 17+00 16+00 15+00 PROPOSED HORIZONTAL 6+00 ITT 4+00 VER ROAD GRADE 0' CON RNUANC to G 710 S OF CROSS C) GRAPHIC SCALE 1 1 ra Z) 50 `A VEMEN T GRAD 0 100 PROPOSED NN 2.5 5 10 U No. 35791 N LO i�_ R_ EXISTING,. x Z) Frr, yL I inch 50 Qz GRADE NN��� O I inch �� i m Q) N 4.497. 10 L N 8in. SDR 35 P VC 700 q!) N N E 167.76 L.F. + Z Q) (0 I Q) (Z) N L AZO 140.69 Z) 0.509 .5O 3.259 < N 8in. CL. 52 D/ LO 81n. SDR Q_TQC LOW -Ull't I L MA 24 PROPOSED M.H. 29 35 PVC z m ui C) 0 "It - E LOW POIN STA = 104 50.98 00 GRADE PVI S TA = 10+83 957.. COMPACTION 13+00 12+00 11+00 PV1 ELEV = 672. ,24 9+00 cr- 7+00 REQUIRED ,-- 4.007. MAXIMUM GRADE OR LESS ,,- SHALL BE MAINTAINED FOR 40' FR9A�7� THE EDGE OF THE INTERSEC D ROAD, AS SHOWN 0 ro lu NIN IV %J) 3.749 `0 18in. RCP 3 OLD 77?A1 N 1.107. 40. 0' DRI VE CIL c0 c0 to c0 r-1) N N 20. 9+00 PROPOSED HORIZONTAL 6+00 ITT 4+00 VER ROAD GRADE 0' CON RNUANC to G 710 S OF CROSS C) GRAPHIC SCALE 1 1 ra Z) 50 `A VEMEN T GRAD 0 100 PROPOSED 200 5 0 2.5 5 10 F V) 1�0 L Al C() cot,. + C14 + r�,) 8CL. 52 N Z)tr NN, Cl - D. I. WIL 11 cr) 680 22.5 - CD -21 WLv3 w SEE WA TERLINE HORIZ.BEND PLAN & PROFILE 1R ON PAG 1 FOR CL CON Ph UA TION 3.00' 0, 2. % 8"xl2jp 5 TR. 73 L 0. IL TEE 14753 L.F 22.5' LrT 5.629 HORIZ. 670 15/n. RCP BEND 8" G. V. 8"X6" COMPLETE Yhf. 22-21A 664.64 J_� FIRE HYD. S 77?. 7-4 v 29.00 L.F. Q) LO( .o "CO. 1.729' .(o . Q) N_ S TR. 71 18in, RCP (6 5j r< 6 ao (z) e-, Qs Q� 1 0) r< % _N 00 to 4Z85 L.F u .......... 0) (0 0 ro lu NIN IV %J) 3.749 `0 18in. RCP 3 0) N 1.107. to c0 c0 to c0 r-1) N N 14+00 13+00 12+00 11+00 10+00u 9+00 Ca HORIZONTAL 6+00 ITT 4+00 VER TICAA TL CIII G APHIC S R. COLLINS'Z GRAPHIC SCALE 1 1 ra Z) 50 0 25 0 100 PROPOSED 200 5 0 2.5 5 10 U No. 35791 i�_ R_ x Z) Frr, yL I inch 50 0) fz) v: to EET ft. O I inch 5 ft. 94.84 L.F. Q) 4.497. 10 L 8in. SDR 35 P VC 700 q!) E 167.76 L.F. + Z Q) (0 I Q) (Z) 140.69 0.509 .5O 3.259 < 0 u 8in. CL. 52 D/ LO 81n. SDR LOW -Ull't I L MA 24 PROPOSED M.H. 29 35 PVC z m ui C) 0 "It - E LOW POIN STA = 104 50.98 00 GRADE PVI S TA = 10+83 > - E M 13+00 12+00 11+00 PV1 ELEV = 672. ,24 9+00 cr- 7+00 U) w A.D. 11. 12 v Lo 690 U If. Y9 NNoi I Q C + Q) N cz HORIZ. i m 00, vc 6 BEND 0 V\ + H- � 7 F V) 1�0 L Al C() cot,. + C14 + r�,) 8CL. 52 N Z)tr NN, Cl - D. I. WIL 11 cr) 680 22.5 - CD -21 WLv3 w SEE WA TERLINE HORIZ.BEND PLAN & PROFILE 1R ON PAG 1 FOR CL CON Ph UA TION 3.00' 0, 2. % 8"xl2jp 5 TR. 73 L 0. IL TEE 14753 L.F 22.5' LrT 5.629 HORIZ. 670 15/n. RCP BEND 8" G. V. 8"X6" COMPLETE Yhf. 22-21A 664.64 J_� FIRE HYD. S 77?. 7-4 v 29.00 L.F. Q) LO( .o "CO. 1.729' .(o . Q) N_ S TR. 71 18in, RCP (6 5j r< 6 ao (z) e-, Qs Q� 1 0) r< % _N 00 to 4Z85 L.F SRC DESIGNED BY SRC 2+00 1+00 BY *A C7; NOTE: MAINTAIN MINIMUM YOF COVER OVER CENTERLINE OF PIPE u .......... 0) (0 0 ro lu NIN IV %J) 3.749 `0 18in. RCP 3 0) N 1.107. to c0 c0 to c0 ca c0 N 14+00 13+00 12+00 11+00 10+00u 9+00 Ca HORIZONTAL 6+00 ITT 4+00 VER TICAA TL CIII G APHIC S R. COLLINS'Z GRAPHIC SCALE 1 1 ra Z) 50 0 25 0 100 PROPOSED 200 5 0 2.5 5 10 U No. 35791 i�_ R_ x 1-T Frr, yL I inch 50 0) fz) v: to EET ft. O I inch 5 ft. 94.84 L.F. (z) :z) 4.497. 10 L 8in. SDR 35 P VC E 167.76 L.F. 0.509 .5O 710 < 0 u 8in. CL. 52 D/ MA 24 PROPOSED M.H. 29 z m ui C) 0 "It - E Im 0 770 00 C�N 00 GRADE tj, N > - E M 13+00 12+00 11+00 10+00 9+00 8+00 7+00 U) w w r1j m NNoi - uj > 0) lzi 03 m 00 03 H- � 7 za:0 E rn IL0EXISTING GRADE to (3 n 0 LU Uj I= aIf 0� < Ll- (D 700 U z 00 5:70 X w 0 L<L 4j 0 0 0 0� (1) C:) Z (n 6 = Ln 0 U) m ry U < m :3 to w 1� z (D 0 U 00 0 L L > W > LIJ m (Y Uv z� = 690 V u F L L 95,,o." COMPACTION 0 @ REQUIRED 0 V) U) m 4j U-1 Lu uj u 0 w z 0 > Q 680 4) Q) Q) > DATE M. H. 5 M. H. 26 :D 0 4j 1128104 DRAWN BY SRC DESIGNED BY SRC 2+00 1+00 BY *A C7; NOTE: MAINTAIN MINIMUM YOF COVER OVER CENTERLINE OF PIPE u .......... 0) (0 LO ro lu NIN IV %J) 3.749 `0 18in. RCP 3 0) N 1.107. to c0 c0 to SRC DESIGNED BY SRC 2+00 1+00 BY *A C7; NOTE: MAINTAIN MINIMUM YOF COVER OVER CENTERLINE OF PIPE N co of o u .......... 0) (0 %,u (0 ro lu NIN IV %J) 3.749 `0 18in. RCP 3 N 1.107. to c0 c0 to c0 ca c0 N 14+00 13+00 12+00 11+00 10+00u 9+00 Ca HORIZONTAL 6+00 5+00 4+00 VER TICAA TL CIII G APHIC KALE GRAPHIC SCALE 1 1 ra Z) 50 0 25 50 100 PROPOSED 200 5 0 2.5 5 10 N O R_ aj Lrv Q) t< (a q) 1-T Frr, yL I inch 50 0.509 EET ft. O I inch 5 ft. N co of o u .......... N Q, IL N 1.107. + cm "I to Q) N o 0; r -1z Ca N"I N t0 to 6+00 5+00 4+00 3+00 179.53 L. F. 1.789 Z) PROPOSED 8in. SDR 35 PVC N (--GRADE R_ 0.509 to(q O 8in. SDR 35 PVC 94.84 L.F. Q) .,k C14 V_ C14 Lr) C14 CL ASIN OUTF, CROSSING NI 2.9 1243.89 LF. u .......... 1.607. 8in. SDR 35 PVC IL 1.107. 81n, CL. 52 DI MIN. to Q) N o 0; r -1z 6+00 5+00 4+00 3+00 179.53 L. F. 1.789 8in. SDR 35 PVC N 7.82' 81.86 L. F. 0.509 to(q 8in. SDR 35 PVC 94.84 L.F. 4.497. 1.08' 8in. SDR 35 P VC 167.76 L.F. 0.509 .5O 8in. CL. 52 D/ MA 24 PROF;'. M.H. 29 00 N (Z) 00 C�N 00 13+00 12+00 11+00 10+00 9+00 8+00 7+00 Q) .,k C14 V_ C14 Lr) C14 CL ASIN OUTF, CROSSING NI 2.9 1243.89 LF. u .......... 1.607. 8in. SDR 35 PVC 264.42 L.F. 1.107. 81n, CL. 52 DI N to Q) N o 0; r -1z 6+00 5+00 4+00 3+00 SCALE C - 50p (H) 1 =5 (y) 2: 700 CQ -00 Z:) a) Z 0 :2 F_ 20 U) ca , Lu -0 C: < _j Cc (,r) LL C 0 C) o o OL C 690 > 0 0 a) x 0 U UJ i -I _j _00 0 L_ N 0� (D co < CL 2: w 0 Ct CL C: (1 Cl- �f) L ui Q do Q__ CL (D E u W < Q) Lr)Q) tc �z V) z Q) L6 (0 1--) Ir 1() Z) N ry 0 Q) + (b N (r) V) C CL,Z Q- Q, < 0 m F_ w ILL 670 P-4 0 0 0 Q) _ 0 0 :3 U -i E( () Y) :3 0 U. x -0 0 jj 41 123.59 L.F. V) 0.50 660 7., E 816. SDR 35 P VC > 0 (n co 0o > co Q) co III Ca Ljr) 0 0 JOB NO, rt NI -0 66365 0 SHEET NO. -a 2+00 1+00 5 OF 16 37+00 36+00 35+00 34+00 33+00 32+00 31+00 30+00 29+00 28+00 27+00 26+00 25+00 24+00 23+00 22+00 um "i rllrlr.p LIF 0 �� 39+00 38+00 0i -i -vv r3 w 4.009 MAXIMUM GRADE OR LESS SHALL BE ' THE EDGE OF THE • 00� PROPOSED ROAD GRADE 20' C 0 PA VE 22' OFFSET LEFT EXISTING CENTERLINI 22' OFFSET RIGHT PROFIZZ LZ6!.E1VD EXISTING GROUND Cs� C/L - - - - EXISTING GROUND 20' LEFT - EXISTING GROUND 20' RIGHT PROPOSED FINISHED GRADE NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE M M INTERSECTED ROAD, AS SHOWN O O mag WOODBOURN 0.0' LANE C L CO 0)N 20. 'Zl~ N'I'^� Lo ��iep O D CR N ° 1 SS GRA OEF_Z + Q) J PVI 3 TA = 11+7.73 N^� O �►� PWELEV = 716.5 �Qo D. _ -3.75 N� K = 20.02 I ,. rn N vi 75.00 VC I rr to L O POINT ELE = 709.72 + +d ia (040 POINT STA = 10+45.50 N Z Z N� PW STA = 10+58 Q Q. . cij cy ^ PVJ ELEV = 709.35 t~iJ Z Z P GRADFED W L > > K = 6 25 50.00 C e + o h rn o ^ 259 ^ 0 II 11 � ch 4" CL. 53 D.I. WIL ; V 010 4» G. V. W/ 3.0' N0\0 TYPE A B.O. �iMIN. ^\ `boos 95 COMPACTIO o REQUIRED M.H. 9-8 710.20 + .57' FIL { VSIR. 51 74.24 L F ^ 5.869 STR. 45 v z TE & vIa z Q 15in. RCP 56.28 L.F. n ' t § 3 "� v Oil3.027. O vi o 15in. RCP O "� p m o m STR 153 J WOODBO U.RNE CT.' o `� 0 34.2fi L.F. \ o p Q 7.307 (90 M.P. H. DESIGN SPEED) � v, � c� 151n. RCP ►)00 N O rn tN N NN h O 13+00 12+00 11+00 10+00 740 730 VIA 710 700 9+00 x T R, COLLINS�Z No. 35791 ,�. ;SIONe1. E� N U Cp � � 0 C E 75 >koE Lu i, Lu H zz z � Lu C3 U ¢ QLLort0.. i/j z it 0 E O uj I1 fY -,"� a L. 7'0 000 .6az o {� � ad LL Ln m Z M U) Lu Q= r . 11 �Q � z Vq z �d� z co _ > .. > M U U � j j ui O ® a X � CK L Lu Q o o > > Q DATE 1/28/04 DRAWN BY SRC DESIGNED BY SRC 7 j BY SCALE C-50' (H) /»_5, (V) z am o -Do v Z Z 0 o� c � U �0 s o � co < o� Qq �...✓ a � > ce03 CL o � o� s �- � Z)UJ U >--� Lu m < O� � C 3F ui 0 0 U 11 U W 0 W i2r � v Q o U Z� -Io � r 0 m :2s F- 0-0 �E �� o of 0 (� (D_ > U U LL xs o o� v-0 E� U o m U co O > U W } Q) JOB NO. -n a c s 66365 0 � v c v a o SHEET NO. ii Q 67 OF 16 � T s c �o PVI STA - 38+00 PVJ ELEV = 700.00 A.D. 5.97 K = 4.44 OW POINT ELEV = 699.1 � PVI STA = 42+50 LOW POINT ST4 = 39+83.8 325. 6 0'. VC � L PVJ ELEV = 706.13 PVI STA - 40+50 ra A.D. -2.67 PVJ ELEV = 698.75 K = 46.73 A. D. 4.19 W II !i 11 !I K = 41.77 � Lu cy It- 125. D VC ^ (o 175.0 � ' VC LO W cry o N n ^� o �w) N � ®, O to c co co N ON rn co Lu Q om + O d to 00 O cod- I- CS j ® P\ cijuj rn'0RS! l� j U N N R: O �uj qaW w Q)"' W Q) (N o>> STR. 25 162.94 L.F. 200' S �,,.� Nrn cO , N N coo 1.7890 24in. RCP 5 Q 2p0 3.0' 2• p0�2.O0 (n �» F..ZZ CL Z �y 20®S:Q b ~ 957 COMPACTION 8„X8„ I! FILL -__ REQUIRED TEE » N 8" CL. 52 \ :, 8 �V 0.1. W L + M.H. 6-5 L 696.29 II 1.69' (DR -SQL) STR. 61 15' (WA -SIL) N 1®3.,17 L. F. �Q'� o 2..229' 18irn.ZCP 3! HORIZ. ILL / 41 z BEND 22. \ ' ® ® ® 8 CL. 52 W/L -. 4 HORJZ 11.25' :BEND STR. 57 HORJZ m ? + D. L 27.92 L.F. BEND 3 QSTR. 59 a 24in. RCP 105.16 L. F. 22 OFFSET LEFT BEND STR. 23 DBOR �,+' LAN m 1.699 24in. RCP ;EXISTING CENTERLINE 90.99 L F (0 P. H DE GN EPEE o 22' OFFSET RIGHT 1.7090 TA20 90.20 TO STA. 43+70.45 ® ., 24in. 24in. RCP �`� �� �� • . n N �N- a �~ co �� �^ �N co co �o t- ., o�� n o N- Nco O N 4O 0 oe 0 ® PO O Vj 0 cp rn torn cp rn0; rn cp cn rn c0 O N rnd O 0 O 0 NO rllrlr.p LIF 0 �� 39+00 38+00 0i -i -vv r3 w 4.009 MAXIMUM GRADE OR LESS SHALL BE ' THE EDGE OF THE • 00� PROPOSED ROAD GRADE 20' C 0 PA VE 22' OFFSET LEFT EXISTING CENTERLINI 22' OFFSET RIGHT PROFIZZ LZ6!.E1VD EXISTING GROUND Cs� C/L - - - - EXISTING GROUND 20' LEFT - EXISTING GROUND 20' RIGHT PROPOSED FINISHED GRADE NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE M M INTERSECTED ROAD, AS SHOWN O O mag WOODBOURN 0.0' LANE C L CO 0)N 20. 'Zl~ N'I'^� Lo ��iep O D CR N ° 1 SS GRA OEF_Z + Q) J PVI 3 TA = 11+7.73 N^� O �►� PWELEV = 716.5 �Qo D. _ -3.75 N� K = 20.02 I ,. rn N vi 75.00 VC I rr to L O POINT ELE = 709.72 + +d ia (040 POINT STA = 10+45.50 N Z Z N� PW STA = 10+58 Q Q. . cij cy ^ PVJ ELEV = 709.35 t~iJ Z Z P GRADFED W L > > K = 6 25 50.00 C e + o h rn o ^ 259 ^ 0 II 11 � ch 4" CL. 53 D.I. WIL ; V 010 4» G. V. W/ 3.0' N0\0 TYPE A B.O. �iMIN. ^\ `boos 95 COMPACTIO o REQUIRED M.H. 9-8 710.20 + .57' FIL { VSIR. 51 74.24 L F ^ 5.869 STR. 45 v z TE & vIa z Q 15in. RCP 56.28 L.F. n ' t § 3 "� v Oil3.027. O vi o 15in. RCP O "� p m o m STR 153 J WOODBO U.RNE CT.' o `� 0 34.2fi L.F. \ o p Q 7.307 (90 M.P. H. DESIGN SPEED) � v, � c� 151n. RCP ►)00 N O rn tN N NN h O 13+00 12+00 11+00 10+00 740 730 VIA 710 700 9+00 x T R, COLLINS�Z No. 35791 ,�. ;SIONe1. E� N U Cp � � 0 C E 75 >koE Lu i, Lu H zz z � Lu C3 U ¢ QLLort0.. i/j z it 0 E O uj I1 fY -,"� a L. 7'0 000 .6az o {� � ad LL Ln m Z M U) Lu Q= r . 11 �Q � z Vq z �d� z co _ > .. > M U U � j j ui O ® a X � CK L Lu Q o o > > Q DATE 1/28/04 DRAWN BY SRC DESIGNED BY SRC 7 j BY SCALE C-50' (H) /»_5, (V) z am o -Do v Z Z 0 o� c � U �0 s o � co < o� Qq �...✓ a � > ce03 CL o � o� s �- � Z)UJ U >--� Lu m < O� � C 3F ui 0 0 U 11 U W 0 W i2r � v Q o U Z� -Io � r 0 m :2s F- 0-0 �E �� o of 0 (� (D_ > U U LL xs o o� v-0 E� U o m U co O > U W } Q) JOB NO. -n a c s 66365 0 � v c v a o SHEET NO. ii Q 67 OF 16 � T s c �o NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE M M INTERSECTED ROAD, AS SHOWN O O mag WOODBOURN 0.0' LANE C L CO 0)N 20. 'Zl~ N'I'^� Lo ��iep O D CR N ° 1 SS GRA OEF_Z + Q) J PVI 3 TA = 11+7.73 N^� O �►� PWELEV = 716.5 �Qo D. _ -3.75 N� K = 20.02 I ,. rn N vi 75.00 VC I rr to L O POINT ELE = 709.72 + +d ia (040 POINT STA = 10+45.50 N Z Z N� PW STA = 10+58 Q Q. . cij cy ^ PVJ ELEV = 709.35 t~iJ Z Z P GRADFED W L > > K = 6 25 50.00 C e + o h rn o ^ 259 ^ 0 II 11 � ch 4" CL. 53 D.I. WIL ; V 010 4» G. V. W/ 3.0' N0\0 TYPE A B.O. �iMIN. ^\ `boos 95 COMPACTIO o REQUIRED M.H. 9-8 710.20 + .57' FIL { VSIR. 51 74.24 L F ^ 5.869 STR. 45 v z TE & vIa z Q 15in. RCP 56.28 L.F. n ' t § 3 "� v Oil3.027. O vi o 15in. RCP O "� p m o m STR 153 J WOODBO U.RNE CT.' o `� 0 34.2fi L.F. \ o p Q 7.307 (90 M.P. H. DESIGN SPEED) � v, � c� 151n. RCP ►)00 N O rn tN N NN h O 13+00 12+00 11+00 10+00 740 730 VIA 710 700 9+00 x T R, COLLINS�Z No. 35791 ,�. ;SIONe1. E� N U Cp � � 0 C E 75 >koE Lu i, Lu H zz z � Lu C3 U ¢ QLLort0.. i/j z it 0 E O uj I1 fY -,"� a L. 7'0 000 .6az o {� � ad LL Ln m Z M U) Lu Q= r . 11 �Q � z Vq z �d� z co _ > .. > M U U � j j ui O ® a X � CK L Lu Q o o > > Q DATE 1/28/04 DRAWN BY SRC DESIGNED BY SRC 7 j BY SCALE C-50' (H) /»_5, (V) z am o -Do v Z Z 0 o� c � U �0 s o � co < o� Qq �...✓ a � > ce03 CL o � o� s �- � Z)UJ U >--� Lu m < O� � C 3F ui 0 0 U 11 U W 0 W i2r � v Q o U Z� -Io � r 0 m :2s F- 0-0 �E �� o of 0 (� (D_ > U U LL xs o o� v-0 E� U o m U co O > U W } Q) JOB NO. -n a c s 66365 0 � v c v a o SHEET NO. ii Q 67 OF 16 � T s c �o 13+00 12+00 11+00 10+00 740 730 VIA 710 700 9+00 x T R, COLLINS�Z No. 35791 ,�. ;SIONe1. E� N U Cp � � 0 C E 75 >koE Lu i, Lu H zz z � Lu C3 U ¢ QLLort0.. i/j z it 0 E O uj I1 fY -,"� a L. 7'0 000 .6az o {� � ad LL Ln m Z M U) Lu Q= r . 11 �Q � z Vq z �d� z co _ > .. > M U U � j j ui O ® a X � CK L Lu Q o o > > Q DATE 1/28/04 DRAWN BY SRC DESIGNED BY SRC 7 j BY SCALE C-50' (H) /»_5, (V) z am o -Do v Z Z 0 o� c � U �0 s o � co < o� Qq �...✓ a � > ce03 CL o � o� s �- � Z)UJ U >--� Lu m < O� � C 3F ui 0 0 U 11 U W 0 W i2r � v Q o U Z� -Io � r 0 m :2s F- 0-0 �E �� o of 0 (� (D_ > U U LL xs o o� v-0 E� U o m U co O > U W } Q) JOB NO. -n a c s 66365 0 � v c v a o SHEET NO. ii Q 67 OF 16 � T s c �o HORIZONTAL GRAPHIC SCALIV I ( IN FEET ) I inch = 60 ft. VERTICAL GRAPHIC SCALE ( IN FEET ) I inch = 5 ft 34.15 L. F. 0+00 1+00 2+00 5+00 EAR STROM DETi YEAR STORM REL f CFS 17LET PROTEC7704 IOT CLASS If '-1 RIPRAP =10'&D=2; W1 *OTEX77LE FABRIC IDERLAYMENT W1 IOT STD. EW -1 -ELEV.= L662.00 ELEV= 660.00 16+00 , In 15+00 1r) LO 6+00 0+00 2+00 3+00 4+00 5+00 6+00 7+00 'k 7 __ P -A S4�T R. COLIMSZ No. 35791 TONAL 740 0) Q) 0) Co 00 oeo OOH) Q10= 3.89 CAS 0 u COMPA C TIOV (z) r,� tf) C6 to zOS 0) C: S= 4.287. (D 6 0 REQUIRED (N + lz�)Z) + 0) V_ cOZ:,�: -2 TC vo= 1 2.7 �5 E 0 > 10 E Q- NO SCALE E D10 = 0.60 (n Lu u-) (f) �2, Q2 = 2.8J chs V2 = 2.49 f� s C5 <a Q106= 6.94 c; s Q10 J. 89 cis - 0 E W Lu C11-1 3.12 fp p5 S= 12.217. 730 < 8 U n co KI z V 4.00 fp s = M x 0 CL. 52 8-4 F- Q� D, 00 0' 75� 01 DLf= 1.0' D10 0.49 DID= 0 U a) CD ID � 2.83 c) s fA m CY u .s__ Lu IA <r 0 C, z u 0 WLu V2 J. 70 fp s CD (n E 2 DITCH ,OF 6.94 c& > > Lu F1 V100 = 4.62 fp s m 0� NO SCALE - 4d D100 = 0.61' 720 rA C Cy 0:D (z) (D Lij @ 19 .46 F. 0 0. % 41 i- �Zo LO C STR. 11 8i SD 3 C W E 49.57 L.F LLJ CK Q. u 0 Lu 5.3590 710 < z 0 > 15in. RCP U) 4 > DATE ON 0 4-0 X_ 1128104 DRAWN BY SRC DESIGNED BY 700 SRC Dl CHARGE APRON, 3 PROVIDE PACIPER SCOUR PROTECTION PRIOR To RELEASE RUNOFF VDO T STD. STR. J ONTO THE FILTER MEDIA SL -1 REQ �,, 'D. 297.60 L.F., N J. 5970 15in. RCP 4.28Y. 3 OF PEA GRAVE IN '3S LL BE PLACED L A E 00 9 5 COMPACTION BE EN THE FIL 1� Ili?F REQUIRED REQUIRED wo r s7D, A EDTA AND THE cli C-) 12.217. EF IV- 1 UN ERDRA IN ED M I Lo Qi, 145.17 L.F. N 11.26% �N 0) O NBin. SDR 35 F vc CLEAN-OUT W1 Top OF N WA TER 77GH T CAP (TYP.) DAM ELEV JVED 0i 669, 00 KEIR 2 YFAR E M. H. 25 L FIRST FLUS KA TER SURF f i CE ELEV 10 YEAR 667.00 0.31 CFS Q) q: lz 11 + 6) :> S TA 5+52 TOP 684 S 77?. 1 ELEV 666. ,2 A� OUTLET PRO INV. IN .00 6 73.23 26-25 79.99 L. F 0.0 SLOPE e- VVOT CLA INV. IN 6 73.23 32-25 959 , 151n. RCP EC- I 'RIPRA W=10 & D = Z� co /N V OU F 671.3,3 25--25A + + + + UNDERLA YAA OUTLET PROIEC77ON 2.16'VDOT STD. CLASS ELEV.= EC- RIPRAP 1.0, 65.50 STR. 12 STR. 2' DEPT 15 I W1 nL TER IN. U0 IN ELEV.= GEO TEA 77LE FABRIC 90TTOM OF B/O/X7ER -,- 15.0 MIN. 661.7 (TYP.) UNDE ?LA YUEN T ELEV = 6,51.50' 4'�-6m PERFORATED SCHEDUL -1 Q) Q) 00 UNDERDRAIj V GRA VEL 40 PVC P 0 1.0% SL OR EQUIVALEWII� 9PE (MIN.) TO t I/ MH. 21- 20 r< 00 v:N Ca OO (AASHTO M43 MIN. OR STORM DRAIN PROWDE 658.58 N I ABOVE& PVC DAAIN BELOW PIPE) ACROSS E477RE WIDTH 0 .20' 0. C. 672.J 670.0 668.0 666.5 664.7 6+00 0+00 2+00 3+00 4+00 5+00 6+00 7+00 'k 7 __ P -A S4�T R. COLIMSZ No. 35791 TONAL 740 E 0 u zOS 0) C: (D 6 0 0 E 0 > 10 E (n Lu w C L, uu" C5 <a Z - 0 E W Lu C11-1 730 < 8 U n co KI z = M x 0 F- Q� W 0 < 0", 1 0 U a) CD U'l 6 0 Ln fA m CY u .s__ Lu <r 0 C, z u 0 WLu CD (n > > Lu m 0� - 4d 720 rA C Cy 0:D (D Lij @ 0 41 Lu uj C Q� ce- W E LLJ u 0 Lu 710 < z 0 > U) 4 > DATE ON 0 4-0 X_ 1128104 DRAWN BY SRC DESIGNED BY 700 SRC um 7ROM DETAINED STORM RELEASES TEC77ON It P 2'0 W1 FABRIC NT W 662.00 -ELEV.= 660.00 -ELEV= 661.26' LUCK 810-F70ER MIX OR TESTED AND APPROVED EQUIVALENT TOP ELEV = 665.00 (TYP.) 8+00 CH E ED BY 00 0 SCALE i 1'=50' (H) 1))_5, (v) QK CLCL 0 � -Do D a) :3 Z < 0 .00NWL 0 u P LT. Ln 0 uj I _J 0 )--q > r) x C (D armo > t-4 to _0 0 0 0 re, < Uj od (D < ;:N C Lu0 0 u C: < (L Lu F_ 0 U) 0 :D r) _jz V) r- < 0 T_ 0 :2 w � 0 0 0 0 L W (D > 0 U- x 0 E o 0 0 w a) 0 > V) Q) cri 0 30B NO. 2 66365 ID 0 SHEET NO. 7 OF 16 750 15+00 14+00 1,3+00 12+00 11+00 10+00 9+00 8+00 7+00 6+00 5+00 4+010 .3+00 2+00 1+00 no HORIZONTAL GRAPHIC SCALI r 100 200 5 VERTICAL GRAPHIC SCALE 2,5 5 10 ( IN FEET ) 1 inch = 5 ft. 20 ENOTTMAINTAIN MINIMUM 3 ° OF COVER OVER CENTERLINE OF PIPE SCALE 1"-501 (H) i —5 (v) vi 690 n� Z Q �Z Q 0 0 °� C 680 ° _� Z o OV 0ui c_IEC N E- > > o u..ce w w s iH Z 3 H U �L U +, Lu 670 os Co Q v3 Dw ;7 to � � H o � c �F o 0 E U U U i H C � odo Lr) 0 0� 0 U 660 o `` —j0� o� 0 o = L 1- ui Q � U C > O H •U V = O U o O 0 � O ° C E U, O in � U N s Co ° > 0 0 ai o JOB NO. ° -4' 6636.E o � v C N ° o SHEET NO. n _ 8OF16 '> s c STCOLUNSRY -tOIAL d 0 y. I E > E w w rq 3 > ui z n. 0 E � 0 Lu.( -- }" CL U z 0 00 � z �Wo< O oce z�" ® i/f C U _ Q � r uj O W W C riCo W rte- f UUU ce4 � O O a0� O 0 V) �n 4W W W C G3 Lu w ti n ®> > DATE 0 ® 4W 1/28/04 DRAWN BY SRC DESIGNED BY 700 SRC JI CHE K D BY SCALE 1"-501 (H) i —5 (v) vi 690 n� Z Q �Z Q 0 0 °� C 680 ° _� Z o OV 0ui c_IEC N E- > > o u..ce w w s iH Z 3 H U �L U +, Lu 670 os Co Q v3 Dw ;7 to � � H o � c �F o 0 E U U U i H C � odo Lr) 0 0� 0 U 660 o `` —j0� o� 0 o = L 1- ui Q � U C > O H •U V = O U o O 0 � O ° C E U, O in � U N s Co ° > 0 0 ai o JOB NO. ° -4' 6636.E o � v C N ° o SHEET NO. n _ 8OF16 '> s c N UR 700 r; MW 1+00 N Z+UU 'goo 5 2.24 000) N + HOZ, "OMPACTION 957. COMPACTION Vto = E'QUIRED REQUIRED 720 Dln= GRADE 64 PROPOSED Nrop CN NN, GRADE i. J" j :A41N.r V2 = 2.15 fps 152 - 01L F 152.01 L. Fa MIN. J.97 cfs 2.369' Iu) 8n. jP1 SDR J5 PVC � 0.618 1+00 N Z+UU 'goo 5 2.24 000) N S= 1. 501'. - EXISTING Vto = 2.33 fps 720 Dln= GRADE 64 Nrop CN NN, (3z) V2 = 2.15 fps Q J.97 cfs V loo= Iu) ::ilo 06 0.618 Mm 8 " CL. 52 E1. WIL 547 L. 122.46 L. F. 0.50 2.547 ?in. SDR SDR 35 P IC 35 P VC M H. 12 M. H. 10 00 00 3+00 2+00. 1+00 ME ME rm VAPA I DU= 1. 0' IRTHr DArTCff NO SCALE' 11+00 Qr®= 2.24 cfs S= 1. 501'. Vto = 2.33 fps 720 Dln= 0.49 710 Q2= 1.64 cfs V2 = 2.15 fps Qlof J.97 cfs V loo= of ai CO 06 0.618 i t"i 00 N N EO O r< (0 tri t"i N N N N 114-(o O I O (0 40 to tOp ti N ;N� 00 740 GRADE Q) + V-01 00 DU= 1. 0' IRTHr DArTCff NO SCALE' 11+00 Qr®= 2.24 cfs S= 1. 501'. Vto = 2.33 fps 720 Dln= 0.49 710 Q2= 1.64 cfs V2 = 2.15 fps Qlof J.97 cfs V loo= 2.69 fps �Dl00 = 0.618 i eO N 10+00 pe 'S IDE YARD SWALE LOTS 224 & 25 9+00 8 CL. 52 D. WIL Qlo= 2.24 cf J S=9.759' r vo 3.2 fpsDin Ld L6 = 0.42 r. Q2 = 1.64 cf V2=2.96 fp N N 01057 3.97 cf N oQ V00 = 3.70 fp ) U, P = 0.52 00 8 CL. 52 D. WIL 0+00 1+00 2+00 J+00 8+00 7+00 "' N t, to 6+00 5+00 M.H. 19 J 3+00 r 1+00 Ld L6 �6 r. N N 0+00 1+00 2+00 J+00 8+00 7+00 "' N t, to 6+00 5+00 M.H. 19 J+00 2+00 740 730 720 1+00 0+00 4+00 J 3+00 1+00 �6 r. J+00 2+00 740 730 720 1+00 0+00 4+00 J 3+00 1+00 �6 cO cl, Q) ti N ;N� EXISTING 740 GRADE Q) + V-01 ONO 'PR ti) PROPOSED Q) p< Z3 GRADE + C114 > 730 8 CL. 52 1 D, 1. WIL �6 162.48 L. F 2.45' 0.757. Bin. SDR 35 P VC, 75.70 L. '8in. SDR 1315 PVC M.H. 17 M.H. 15 3+00 2+00 1+00 R. COLLINS� 720 U No. 35791 �SIONAL E rn vi 0 C) 0 0 > E 0 Ln LU rq 710 � uj - OU Lu r- 1, yo U. 0 z S: 0 E � W Lur- L U 0 00 0. X ce 0 0 n U 0 C) 4 CL b to cl� =3 Ln M u 0 m un r- . LU < 700 u Z ;L;U!: C) 0 LU 2� co ce LO > f', U> DO u G Z) 0 0 690 c� m 4-j Ili LU c cy- C)� a IE 0 Lu Q 4) rN 0 > r-) � U) Q) > C3L DATE 0 Aw 1128104 680 DRAWN BY SRC DESIGNED BY SRC CHE KED BY SCALE 670 1l$ -50P (H) 1 (V) r 0 am Q) 660 r) V) Z 0 o� 1:2 0 F - o v) 0 z Lf) t UJ 0 > LO- LL T - 0 U) 0 a) z re x >ZD 0 70 u C) w LLJ -0 0 L-:5 (D 0- < co < uj :D to -y 0-4- 0 U) < u 06 0 uj V) CL 0 X 0 's, V) r - CL :D < 06 w F- F - 0 -0 Z) 0-0 0 ui Q C 0 p --q 0 L) Ll- x JOM%k Q) �t E 0 ry c: -0:3 E > :3 0. 0 0 > (0 Q) 0 )OB NO. 66365 0 0 SHEET NO. 9 OF 16 �6 cO 3+00 2+00 1+00 R. COLLINS� 720 U No. 35791 �SIONAL E rn vi 0 C) 0 0 > E 0 Ln LU rq 710 � uj - OU Lu r- 1, yo U. 0 z S: 0 E � W Lur- L U 0 00 0. X ce 0 0 n U 0 C) 4 CL b to cl� =3 Ln M u 0 m un r- . LU < 700 u Z ;L;U!: C) 0 LU 2� co ce LO > f', U> DO u G Z) 0 0 690 c� m 4-j Ili LU c cy- C)� a IE 0 Lu Q 4) rN 0 > r-) � U) Q) > C3L DATE 0 Aw 1128104 680 DRAWN BY SRC DESIGNED BY SRC CHE KED BY SCALE 670 1l$ -50P (H) 1 (V) r 0 am Q) 660 r) V) Z 0 o� 1:2 0 F - o v) 0 z Lf) t UJ 0 > LO- LL T - 0 U) 0 a) z re x >ZD 0 70 u C) w LLJ -0 0 L-:5 (D 0- < co < uj :D to -y 0-4- 0 U) < u 06 0 uj V) CL 0 X 0 's, V) r - CL :D < 06 w F- F - 0 -0 Z) 0-0 0 ui Q C 0 p --q 0 L) Ll- x JOM%k Q) �t E 0 ry c: -0:3 E > :3 0. 0 0 > (0 Q) 0 )OB NO. 66365 0 0 SHEET NO. 9 OF 16 • .. y 20 0+00 710 GRADk 700 .,:t 670 0+00 1+00 2+00 3+00 4+00 5+00 8" CL, 52 EXISTING D. I. W/'L GRADE 710 j7 t Lc) to rnrncO coo � �Zp ZZZ 6+00 NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE N N co A cu Ln xi ®pIdIN 6 N No ®0)O 730 0= 1.97 cfs S=20.009 0 pN Ln lj7. U)�oZ� V1a 4.06 NO SCALE PROPOSED GRADE 3.03 fps PROPOSED D'o= p co ccsN v,c000 °n^Oct p(jt t�N�� N(3 GRADE p f�Q, Zp cl, zs i 8" CL, 52 EXISTING D. I. W/'L GRADE 710 j7 t Lc) to rnrncO coo � �Zp ZZZ 6+00 NOTE: MAINTAIN MINIMUM 3' OF COVER OVER CENTERLINE OF PIPE 720 710 700 c�V 3 rn CIO 95 COMPACTIO REQUIRED 4' CL. 53 D.I. WIL STR. 49 74.89 L. 74.89 5.75% 15in, RCP STR. 47 34.05 L F 0.50% 15in. RCP EXISTING GRADE ),7, s STR. `i0 - STR. 46 vi N N co A N� O� �N� N No Loh` 730 0= 1.97 cfs S=20.009 0 pN k. EARTH DITCH lj7. tC_ V1a 4.06 NO SCALE PROPOSED GRADE 3.03 fps po coo D'o= p co ccsN v,c000 °n^Oct p(jt t�N�� N(3 LQ 'tNN p f�Q, Zp cl, zs G Q2 = r PROPOSED V10— 3.30 fps Q2 = ' 1.44 cfs V2 = J. . fps QCL fps V2=x:27 fps Q106- Q2 = 1.44 cfs V2=3.05 fps pQ Q1oj- 3.50 cfsQ, 720 710 700 c�V 3 rn CIO 95 COMPACTIO REQUIRED 4' CL. 53 D.I. WIL STR. 49 74.89 L. 74.89 5.75% 15in, RCP STR. 47 34.05 L F 0.50% 15in. RCP EXISTING GRADE ),7, s STR. `i0 - STR. 46 vi N N co j N� O� �N� cfs N 1.97 c fsQ, 0= 1.97 cfs S=20.009 0 pN 0+00 740 — EXISTING GRADE 730 1! 0+00 1+00 2+00 3+00 d N N 1+00 2+00 3+00 N N N j Po�- � N moi^ �N� cfs N 1.97 c fsQ, 0= 1.97 cfs S=20.009 0 pN k. EARTH DITCH lj7. tC_ V1a 4.06 NO SCALE Via= 3.03 fps iQjo 1.97 cfs D'o= 0.35 Oro 0.40' D10 0.52' S= 4.159' cl, zs G Q2 = r PROPOSED V10— 3.30 fps Q2 = ' 1.44 cfs V2 = J. . fps GRADE D�,-��0.. 39' fps V2=x:27 fps Q106- Q2 = 1.44 cfs V2=3.05 fps pQ Q1oj- 3.50 cfsQ, 0+00 14-800 22-600 °otoLc) rn N N N j Po�- � N 0,o= 0 cfs Qlo= 1.97 c fsQ, 0= 1.97 cfs 0+00 14-800 22-600 °otoLc) rn rn h ro j Po�- � N 0,o= 0 cfs Qlo= 2+00 720 710 STR. 705 0 I ♦/ 1+00 PROPOSED GRADE. s? EXISTING 'g GRADE / 700 710 690 700 680 690 4- 0+00 cV 1+00 2 J h rn j Po�- � N 0,o= 1.97 cfs Qlo= 1.97 c fsQ, 0= 1.97 cfs S=20.009 0 pN S=9. lj7. S= 4.75% V1a 4.06 fps Via= 3.03 fps V,o :2.39 fps D'o= 0.35 Oro 0.40' D10 0.52' :Q2 = 1.44 cfs Q2 = 1.44 cfs Q2 = ' 1.44 cfs V2 = J. . fps 2 = fps V2=x:27 fps Q106- 3.50 cfs Q1oj- 3.50 cfsQ, 3.50 cfs Vioo 4.69 fps V, 00 J. fps V1= ;2.76 fps D1� 0.43' D1= 0.50' D1� 0.65' % COMPACTON GRADE (EC -2 LINING) REQUIRED STR. 55 SIDE WARD SWALE t 3.209 LOTS 41 & 5 700 710 690 700 680 690 4- 0+00 cV 0+00 680 rnd 1+00 2 J h rn j Po�- � N O p o � N N gyp+ cfl O � Z2p 0 pN CK) co S pN pis u�o (o Ooi moi 0 N p�- too cpo Zp PROPOSED GRADE EXISTING % COMPACTON GRADE REQUIRED STR. 55 29.73 L.F. 3.209 15in. RCP STR. 5 - ST ,20 0) 0 to 0+00 680 rnd 1+00 2 J 2+00 N (o ..., . o "� (6 (6'0 co j Po�- � N O p o � N N gyp+ cfl O � Z2p �n(n° CK) co S Q) (i(0 ZZZ R (o O to (o p � N vi O N cfl co � 0+00 1+00 700 0. 5, )ITCH NO 1 680 No c �Sg 670 4+00 3+00 2+00 1+00 0+00 n 0� O S T R. COLLINSZ U No. 35791 ,It, oNAL E� rn �; cn �E > ID E Lu i Lu tom- u, > a Q Qtio- z 90E j U z s i z3 ���cF �< 0 CD to }- u., z ci M Z Z Z � 00 > V 40� o% OL Lu 0 u LU 14a o > o � o0 > DATE o { j� 1/28/04 DRAWN BY SRC DESIGNED BY 0 srzc CH CKED BY SCALE IPP -50P (H) 1»_5, (v) CL no :D ( o Q� �o Z z �o o c � _ 0 � a a 0 � o � � Lo r -i v --� > `o Na) o Z uia 3 x i` :D N 0 � s U Li W 0 00 is c Q v 3 iii wCLa rn L1J LLJ - U u zLij U) aL � U CL � ,� o L CLVc zo ° ,--q o 's o � L L ujo �y NLL U O a Lo E_ U.> O V) 'a U U a, co O > U 9 o JOB No. � v o � 6365 C 0 a o SHEET No. cL �n o O tU 0) co CK) co CO co Co R (o O to (o 670 4+00 3+00 2+00 1+00 0+00 n 0� O S T R. COLLINSZ U No. 35791 ,It, oNAL E� rn �; cn �E > ID E Lu i Lu tom- u, > a Q Qtio- z 90E j U z s i z3 ���cF �< 0 CD to }- u., z ci M Z Z Z � 00 > V 40� o% OL Lu 0 u LU 14a o > o � o0 > DATE o { j� 1/28/04 DRAWN BY SRC DESIGNED BY 0 srzc CH CKED BY SCALE IPP -50P (H) 1»_5, (v) CL no :D ( o Q� �o Z z �o o c � _ 0 � a a 0 � o � � Lo r -i v --� > `o Na) o Z uia 3 x i` :D N 0 � s U Li W 0 00 is c Q v 3 iii wCLa rn L1J LLJ - U u zLij U) aL � U CL � ,� o L CLVc zo ° ,--q o 's o � L L ujo �y NLL U O a Lo E_ U.> O V) 'a U U a, co O > U 9 o JOB No. � v o � 6365 C 0 a o SHEET No. cL �n r s t L" F Q v TRAIL DRI (L DER SUR ACE ZOSED--LINO 'TRUC77ON 'S BY TIUMONS 0 1 0 90 BEND, W/L C N77NUA TION T ,l L Rl VPROFIL ON RIGHT ATER I RO LE LON OLD cy 1* 1* Pe) O Qo N M N O 00 N co M O N ti oil co �'* N NQs O O O O co O L6 co co c0 ciJ CO W tp CO LO d0 (p tp (p ip to 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 .•1 M-9 670 �-/ -- - © J JI l i+ R o < X REMOVE EXISTING 12' '4 } PLUG AND TIE INTO is \ 12" DIP W/L FROM t BALLARD FIELD { V, ' >v� `�, \ - 45BEND - f V 1 p \ o lst tet-- , 2 k i 0 \� \ s 0 �% 12" DIP W L k0-- / © CLASS 52�. \ ® o N� \ Got, ;\ o a \`' 12 DIDIP W/L O CLASS 52 M` l�O o 670 of 650 646 HORIZONTAL GRAPHIC SCALE 25 50 100 ( IN FEET ) 1 inch = 50 ft. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch = 5 ft 0+00 2+00 3+00 4+00 90' 6END, L7 No. 35791 �SSIONAL V, W/L COP177NUA TION Q o� >01 PROFILE ON LEFT z U 6 0 X39 22.5' VERT. 9END > ° E r / OLD TRAIL DRIVE L W N FI PROPOSED UNDER Q 4) CC NSTRUC77ON tu> N PLANS BY 77M ONS N cz GROUP z a0E4 NO ��co 0 -c E ISTING GRObVD A -0z zZ § 1w O v I--- �x Qi }- zn V CD O +y�a/� YJ rl 4 O 22.5' VERT. BE0 ID (y) j! 12" DI CLAS W/L 52 4.4' " o W W Z 00 45 BEND _ > LU REMOVE EXS 12" PLUG A TING D 77E TE LIN E.X ENT ONPR OF LE 4.0 T LICKINGHOLE CR EK Z) ui h to ce O C� a S 0+00 2+00 3+00 4+00 SCALE 20 1 "=S0'(H) / o Q: am :D 00 �O Z r� z O o � c � v � � 0 � G U � z i U Atep1 Q. C / 1 � 1 . r r 670 > n� .`.., z 3 a ! 0 fes' 06 U 7 0 0 Q a� 3 0 < CL E 660 Lu 0.0 -0 L FH C '> • D O Lu U s- O 0 CL V, <�0� w s —0 o° 650 0 U O � y L > 0 U U O N � E �0 �o s W v� E_ 640 0 .> 0 U) 0 ® co v •U� O N p O JOB NO. 0 6 O L 66365 0 0 SHEET NO. ca -j � 11 OF 16 � T � C F- C7 lN.r—+�1i L7 No. 35791 �SSIONAL V, Q o� >01 z U 6 0 X39 �E — > ° E r c L W N Q 4) V tu> OU 'm cz z a0E4 CL 0 -c U z 000 A -0z § 1w O v I--- �x Qi }- zn V CD O +y�a/� YJ rl LnU m (y) j! z " o W W Z 00 _ > LU cz 4.0 f� Z) ui ce O C� a S 0 1 vi — F c �� L LU CL a 0 uj � z > O ® O > DATE j v 41 ® 1/28/04 DRAWN BY SRC DESIGNED BY SRC C ED BY SCALE 20 1 "=S0'(H) / o Q: am :D 00 �O Z r� z O o � c � v � � 0 � G U � z i U Atep1 Q. 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I V,' (1) , , - .1 _,�,��- � , , .�, / / - , 1� , .--' C (n . =___3 Wv-mK**z1W I .;. ::- . \ _ 1� I / ., , 11.1 -I,- a 0 1 ml��= 7/1�k �� I/,/ 1� �_ \ \ , -- -- z��_­_­_ 'I- ," il I /I ,� , "I SHEET NO. 0- a - w I,/, __ �_, / I FEET(' -i ", � �___ " I I - I -.-- , ­­-, � Jll / " w :3 '� - .1 I " i I � 13 OF 16 'Q')) 0>_ ,_,� , ", �_,_ __1 , ,-, , � , , / ,,_1 , . _�/ ' _ I -1 ", , ,�"_11 -, � -1 (I - 1 114 0- / 1/�� xz0x1,/ - , I i ,i(na�ch �. __ , ,,, ,�� ,,.:_ L'L r, -z c: 1, " - 0 11 ;��� g- , � , ,,I � _� I . I I . + . JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. 1 5' 1 51 111 1 n oil ri u SEWER WATER ?a p < LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY 20' MINIMUM WATER SEWER 30' MINIMUM UTILI,rY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 M.J. GATE VALVE - 2500 P.S.I. CONCRETE 9 A 2'x 2' BEARING AREA. THRUST BLOCK 4 A NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 INITIAL BACKFILL STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH, REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. BEDDING 3 STONE "well, .INITIAL BACKFILL 4jMl 8. 8. . _\1" ,MIN MIN. I #68 STONE TONE ..ie ZSTABLE S IL OR ROCK NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2.NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED. ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH, 5. BEUL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD -1 3 '14% NOTE. NO SWEAlED nTTWl� (FLAREU ONLY) Q�Llh SEI`rvj�E COPPER L NOW-* SADDLES SHAM BE MO ON PVC PIPE. THE SERV?CE LATERAL SHAU BE THE SAM 2 SIZE AS THE CM"S;ETM;4 EXCUT AS NOTED ABOVE OR UNLESS O'DHERWSE Al"OVEI). BENO COUPLING MUELLER NO. H-115WO �3/4'. 1*) LO"NG ANGLE NO. H -15M 11 1/2-. 1-) FORD 110. L02- VALVE M NO. L02-44 NO. L02-66 1 13 2'), W NO. L02-77 2') WK OR APPROVED EQUAL, 101 CAST IRON LID 9EDDM- �NECESSARY \_C0RP*OM7ION STOP (3/4. 1. 1 11r. r) MVCMER NO. H -15M I= NA F-00, OR APMOVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6 TD -18 EW -1,1A SEE No -m I 88EVVELED - - - - - - - - - - - - - - - - BE TSHAPE TO WITH MORTAR DZO-W -------- H ---- ------ ------------------ DO NOT BEVELINNVERT ---------- F L f__ NOTES: WHERE E14DWALL S. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE "H11 MAY BE REDUCED UNTIL �`X" REACHES A MINIMUM OF 4 WOULD PROTRUDE -ULDER -- ARE 7. HEADW&L AT TH OUTLET END OF THE CULVERT MAY BE EITHER SQU D 2� TIHIS REM MAY BE PRECAST OR CAST IN PLACE ,3, ALL CAST N PLACE CONCRETE TO BE CLASS Al FOR PRECAST SEE SHEET 0. ON SHALLOW FILLS, WHERE ENOWALLS ARE I OR LESS BELOW SHOULDER iol.02. LINE THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE 4. THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS GRADE OF THE ROAD. 9. Y411 CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. (01 TO 45'h OR WINGWALLS OCCUR. 5. HMWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT -lA EW ENDWALL FOR CIRCULAR PIPE DL44ETER OF PIPE CULVERT I lw,�l 1'111�pffig"M:l TD -19 45* max 2 DEGREE ENDWALL FOR ELLIP TICAL PIPE VOL TEE AND PLUGS VOL SIZE SIZE OF ELUPTICAL PIPE CULVERT (SPAN x RISE) (FEET) - CU.YD. N, 23"x14" 30"xig" 34"x22 361lx2411 421lx27" 451'49" 491lx32" 53"x34" A H ot IN il 90 2.50 2.5013.0 1 0.24 B T-2" 50 T-6" 4" 6* T -W, 2.00 11-1 1-11" C 11-11" 2'-V 2'-4- 2' 2'-7" 21-8-" V-9" 2.52 '-2" T-7" 2.2 5 2'-0" 2'-,3" 2'-5 2'-B V-10" F 01-8.1 01-8 .1 01-91, 01-91, 01-91, 01-91. 01-91, 0._91. H 2. ,3'-3" 3'-7" 31-9" 4'-0" V-2" 4'-5" 4'-7" L 61-51, 7'-2" &_6" 9'-2" 10'-2" N rRACTOR'� ELE04 - m SIGN SHOWN OK'i�,'l 12'-?' IV -1111 S 221/ 2 1.66 2.16 2.69 0.13 3.16 V-1 4'-5" 0.32 0'-21/," 0-4/4" o, -3y2,. 1 1 1. 0'-4 0'4Vt" 0'-4Y4" 0'-5" 0' -SYz" 0'-2Y4" O'-��O 3.83 3.42 0.83 W-4Vz" CUBIC YARDS OF CONCRETE 45 3.33 1 3.58 CONC.PIPE 0.502 0,055 1 1.236 1 1.5DO 1.811 2.101 2.512 2. I lw,�l 1'111�pffig"M:l TD -19 45* max 2 45' )a I 1] SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) - CU.YD. N, CU.YD R, i\R BEND rks 's n N L H T L H ot IN il 45' )a I 1] SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL TEE AND PLUGS VOL SIZE OF (FEET) - CU.YD. FEET) CU.YD ,W _r � �v i BEND rks 's n N L H T L H I T IN il 90 2.50 2.5013.0 1 0.24 OF 3 FEET. W, 50 4" 6* 45 2.00 2.25 2.60 0.15 T Z "MM41160; 22 1/ 2 1.50 2.00 2.52 0.10 2.00 2.2 5 2.50 0.15 'il' W 11 1/4 1.50 2.00 2.50 0.10 'r� 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 'sHaym PLANS ON 0 ON' EN11114SECTION1 N rRACTOR'� ELE04 - m SIGN SHOWN OK'i�,'l R"i 1;, iTLrw% REDIAXD� g,4 E 544-5-7- �5 I i_ _- i - L., 11 p 6". 221/ 2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 ,;g. 11 1/4 1.66 2.16 2.67 0.1.3 90 1 4.83 3.83 3.42 0.83 12*1 E 45 3.33 1 3.58 2.8965 043 383 4.00 2.83 0.52 22 1/ 2 1 2.33 2.58 1 2. L6.4 0.24 1�3_834.00 024 - 111/4 1.83 1 2.331 2.84 018 0.1 8 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. .3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT, 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE n`PE SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD -14 COVER LIFT NOTCH 14 1/2- 12 3 121/2 - WATER CAST IRON LID 18* METER DOX 18" 6" EXTENSION 6' IPE SLOT BROOKS PLACES) 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES VATH 6" EXTENSION OR APPROVED EQUAL. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. tio. 6015-B OR APPROVED EQUALSE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TC, 24". (3) FOR TOUCH READ METERS A 1-3/4- DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5/8"-l" METERS) NTS FIG. W-7 TD -20 m m FW F, E E N 1) S E 0, n� g ,,&- _0_ UTLIE7 VIN Rel 1. MERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE I AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS v No Eli 09 R!N'W!� �7 "g, 'm p? 1-111, MOE, M� gmgg - Z 01', & �0V, ­i�;�,i, ; `�% M g. - -`­`­"�, ", % ,W _r � �v i . 0 X1, rks 's n N ORANAPPROVEDEQUAL s. F ha IN il DIAMETER OF 4 . L 5.ALL SEWER LATERALS SHALL HAVE. A MINIMUM COVER OF 3 FEET. W, 50 '.,A D'l XAMMR,'� tv w T Z "MM41160; IN& w ;TO 'il' W w- �lw �11�­'�llll w 'r� 1AP 1, �0, 0-im ... . ? gg RM_2 Z NO M 'sHaym PLANS ON 0 ON' EN11114SECTION1 N rRACTOR'� ELE04 - m SIGN SHOWN OK'i�,'l R"i 1;, iTLrw% REDIAXD� g,4 E 544-5-7- �5 I i_ _- i - L., 11 p 6". MM g a� AW&g FAA' 1.1 'a. ,;g. SEWER SERVICE LATERAL CONNECTION NOTES 1. MERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2,SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY OSEALTITE", ORANAPPROVEDEQUAL 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2X (1/4: - PER FOOT _,2� 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4 . 2' MIN 5.ALL SEWER LATERALS SHALL HAVE. A MINIMUM COVER OF 3 FEET. SALT TREATED 2 x 4 FINISHED GROUND MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION SIZE BRANCI VALVE THE ! WATER MAIN WATER IN LINE WYE -TEE PLAN VARIES TYPICAL SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD -6 %IADICC PVC SLEEVE - THRUST BLOCK - VALVE M.J. FITTING-\� TO TEE ON-LINE (TYP E B PLUG METER BOX (�EE FIG. W-7) THREADED FOR COUPLING AND CAP , NO. 57 STONE 2" PIPE SLOPEDI IRAIN IF TO C GRADE ALLOWS ==tz 2- GALV. :.'t I VARIES VAR IES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD -26 0 __; wl SP -02-16 OLD TRAIL GOLF CLUB (EORMERLY BUCKS ELBOW GOLF CLUB) AMENDMENT LSIGN 04, 76, 9j); TAX MAP 56, PARCEL 14 R. COLLdNSt?'4 THE ALBEMARLE COUNTY BOARD OF SUPERVISORS, AT IT'S MEE77NG ON MARCH 5, 2003, BY A 0 1­� V07F OF 5. 0, APPROVED THE ABOVE -NOTED REQUEST PLEASE NOTE THAT THIS APPROVAL IS U No. 35791 lltl SUBt)ECT TO THE FOLLOWING COND177ONS; S,/z d, 1. THE FACILITY SHALL BE IN GENERAL ACCORD KITH THE PLAN 7777 -ES "OLD TRAILS GOLF ��IOXAL Y� CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIA TFS, INC. DA TED OCTOBER 21, 2002, AND �l REWSED DECEMBER 16, 2002, SUBJECT TO THESE CON0177ONS. E 0 >4 2. THE APPLICANT SHALL CONSTRUCT A ROAD TO SERVE THE GOLF COURSE, BUILT TO PUBLIC < u z cN cm ROAD STANDARDS AND RUNNING FROM ROUTE 250 TO THE PROPERTY LINE AT THE NORTHERN (7) �D CD 0 0 EDGE OF TAX MAP 56, PARCEL 14. THE ROAD SHALL FOLLOW AN ALIGNMENT CONSISTENT WTH E I= THE CROZET MASTER PLAN, ONCE ADOPTED. > Lu ro I- N J. PRI VA TE CL UB MEMBERSHIPS SHALL NO T BE REQUIRED FOR A CCESS TO OR PLA Y ON THE U) m m COURSE. uj I-_ 3: �- tu< 3: 4. THERE SHALL BE NO OUTDOOR LIGH77NG OF THE COURSE OR OF THE PRAC77CE > AREAIDRIVING RANGE. LL. a U. 0 z L 0 E 5. NO NEW RESIDENTIAL DEVELOPMENT SHALL BE PERMITTED 141THIN THE "LIMITS OF GOLF COURSE INDICA TED ON THE PLAN T177 -ED "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, al lu GALE & ASSOCIATES, INC. AND DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16,2002. 0 co 4-1 6. THE EXISTING HOUSE KNOWN AS MOUNTAIN WEW SHALL NOT BE DEMOLISHED. -0 m CL ru X 0 7 7HE CLUBHOUSE, RESTROOM BUILDING, AND MAINTENANCE FACILITY SHALL BE LOCATED W 0 < C112 0 ce ti- I - z C) 46a WfTHIN THE ALBEMARLE COUNTY SERVICE AUTHORITY JURISDIC77ONAL AREA. 0 V) 8. NO POR77ON OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN U) :3 Ln m U 0 FIFTY (50) FEET TO ANY RESIDENTIAL OR RURAL DISTRICT NO PARKING AREA OR LOADING uj r < SPACE SHALL BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY RESIDEN77AL OR RURAL 0 u DISTRICT ;2i OR) 0 Lu LLJ (D 1-1 z z 9. ALL LANDSCAPING AROUND THE CLUBHOUSE, RESTROOM BUILDING, MAINTENANCE FACILITY, cl� 1-4 -4 _j V-11 z z PARKING AREA AND OTHER FACILITIES SHALL INCLUDE ONLY NATIVE PLANTS IDEN77FIED IN THE > -4 > o a Lu G u M BROCHURE "NATIVE PLANTS FOR CONSERVATION, RESTORATION, AND LANDSCAPING: PIEDA40NT V� PLA7EAU," PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVA77ON & RECREA770N. 41 10. VEGETA TED AREAS OF THE FACILITY OUTSIDE THE TEES, GREENS, FAIRWA YS, ROUGHS, CART vi PA THS, A ND A CCESS ROA D SHA LL REMA IN IN THEIR CURREN T S TA TE (IF WOODED) OR BE Cr REVEGETA TED AND MAINTAINED IN NATIVE PLAN SPECIES. THESE SPECIES SHALL BE SELECTED FROM Z) 0 7HE BROCHURE "NA 77 VE PLAN TS FOr CONSER VA 77ON, RESTORA 77ON, AND LANDSCAPING: PIEDMON T m (D C PLA TEA U - ANDIOR -NA TI VE PLAN TS FOR CONSER VA TION, RES TORA 77ON, AND LANDSCAPING- :D LU ful 0 U) (f) RIPARIAN FOREST BUFFERS, " PUBLISHED BY THE WRGINIA DEPARTMENT OF CONSERVA TION & C� -w Lu Lu RECREA 77ON SPECIES IDEN77FIED IN THE "RIPARIAN FOREST BUFFERS" BROCHURE AS BEING NA TIVE ONLY TO THE COASTAL PLAIN REGION SHALL NOT BE USED. MANAGEMENT OF THESE AREAS SHALL Lu > MAINTAIN 7HEM IN NA 77VE PLANT SPECIES. NON -NA TIVE PLANT SPECIES SHALL BE DILIGENTL Y LLI E CL REMOVED FROM THESE AREAS. THE APPLICANT SHALL SUBMITA LETTER FROM THE THOMAS 0 w u JEFFERSON SOIL & WA TER CONSER VA TION DIS TRIC T S TA 77NG THA T THESE PLA N 77NGS REQUIRED IN < C) CNI HA VE BEEN ESTABLISHED TO THE DIS7RICT'S SA 77SFAC77ON. 0 > a 11. THE APPLICANT, UPON THE REQUEST OF THE COUNTY, SHALL PROVIDE VERIFICA T70N TO 774E SA TISFAC77ON OF THE DIRECTOR OF PLANNING AND COMMUNITY DEVELOPMENT THA T THE SITE IS IN > 0� DATE COMPLIANCE WTV THE SPECIFICA 77ONS CONTAINED IN CONDITIONS 9 AND 10 REGARDING THE Z) 0 LANDSCAPING PLAN. V) 1128104 12. S7REAM BUFFERS IN PASTURE AT THE DATE OF THIS APPROVAL SHALL BE REVEGETATED IN ACCORDANCE KITH THE SCHEMA 77C T17LED "MINIMUM STANDARD FOR HOLE CROSSINGS IN THE DRAWN BY EXIS77NG PASTURE AREAS" DATED JANUARY 15, 200J, AND PREPARED B YJERR Y KAMIS. THE SRC DESIGN OF THE S7REAM CROSSING ON HOLE TWEL VE (12) SHALL BE DEEMED TO BE IN GENERAL 8 DESIGNED BY A CCORD W1 TH THE PLAN ILES "OLD TRAILS GOLF CLUB PREPARED Y ROUDABUSH, GALE & ASSOCIA TES, INC., DA 7ED OCTOBER 21, 2002 AND REVISED DECEMBER 16, 2002, AND SHALL USE A SRC MINIMAL SIGH T LINE SUBJEC T TO A MI TIGA 77ON PLAN TO BE APPRO WED 8 Y THE DEPAR TWEN T OF ENGINEERING AND PUBLIC WORKS. CHE KED BY 13. IRRIGA 77ON WA TER FOR THE GOLF COURSE SHALL COME ONL Y FROM SURFA CE WA TER IMPOUNDED ON EXISTING PONDS ON THE SITE. 14. THE DAMS AND OUT!_� TS7RUCTURES ON 7HE TWO (2) PONDS ON THE SITE SHALL BE REPAIRED SCALE AND UPGRADED TO THE �� 77SFACTION OF THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS. 15. THE COURSE SHALL SECURE DEPARTMENT OFENGINEERING AND PUBLIC WORKS APPROVAL OFA NONE NATURAL RESOURCES MANAGMENTPLAN. THIS PLAN SHALL ADDRESS WILDLIFE CONSERVATION AND HABiTA T ENFORCEMENT, WASTE REDUCTION, AND MANAGEMENT (INCLUDING HAZARDOUS MA TERIAL s ToRA GE A ND SPILL CON iA INMEN I), ENERG Y EFFICIENC Y, WA TER CONSER VA TION (INCL UDING WA TTR-USE REPORTING AND EFFORTS TO PROTECT STREAMFLOW IN SLABTOWN BRANCH), WA TER QUALI TY MANA GEMEN T (INCLUDING RUNOFF MANA GEMEN T FOR THE CLUBHOUSE AREA, MON/ TORING, AND REPORTING,) AND IN7EGRA TED PEST MANAGEMENT THE APPLICANT, UPON THE REQUEST OF THE COUN TY, SHALL PRO WDE VERIFICA 77ON TO THE SA T7SFA C 77ON OF THE DIREC TOR OF ENGINEERING AND PUBLIC WORKS THA TIRE S17E IS IN COMPLIANCE WTH THE SPECIFICA TIONS CONTAINED IN THE a- 0 PLAN. - J_*w% -00 16 GRADING SHALL BE CARRIED OUTIN GENERAL ACCORD WIN 7HE CONCEPTUAL GRADING PLAN a) D� V) 0 77 Li 7LED -PRELIMINARY GRADING PLAN, - PREPARED BY GENE BA TES GOLF DESIGN, AND DA TED n w Z < 0 JANUARY 9, 200J. 17. CART -PA 7H STREAM CROSSINGS SHALL BE BUIL T IN GENERAL ACCORD KITH THE DRA WINGS 0 0 T17LES "WOODEN CARTWA Y CROSSING PLAN" AND "WOODEN CARTWA Y CROSSING ELEVA TION." 18. NEITHER THE GREEN FOR HOLE FOURTEEN (14) NOR 0 THE TEE BOXES FOR HOLE FIFTEEN (15) SHALL BE LOCA TEO LESS TVAN TWENTY-FIVE (25) FEET FROM THE PROPERTY LINE. < 0 IN THE EVENT THA T 7HE USE, STRUCTURE Of? ACTIVITY FOR WHICH THIS SPECIAL USE PERMIT IS 2! i__q c: ISSUED SHALL NO T BE COMMENCED Wf THIN TWEN TY -FOUR (24) MON THS AFTER 774E ISSUANCE OF (D Q) cl� SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED 7HEREUNDER 0 > SHALL THEREUPON TERMINA TE FOR PURPOSES OF THIS SECTION, THE TERM "COMMENCED" SHALL BE CONS TRUED TO INCL UDE THE COMMENCEMEN T OF CONS TRUC 77ON OF A N Y S TRUC TURE (If 0 0 _r L_ p ---q z �t 0 - NECESSARY TO THE USE OF SUCH PERMIT WTVIN TWO (2) 'YEARS FROM THE DA 7E OF ISSUANCE. X > 0 U < SP -02-79 OLD TRAIL GOLF,CLUB ENTRANCE, TAX MAP 55, PARCEL 17Bl AND 71 _j 0 AND TAX MAP 56, PARCEL 41 CL Lu I- 1. ENGINEERING DEPARTMENT APPROVAL OF COMPUTA 77ONS AND PLANS DOCUMEN77NG CHANGES cyj 0 LOODPLAIN. PLANS MUST SHOW FLOODPLAIN LIA41TS AND LEVELS BEFORE AND AFTER TO 7HE F < 0 -30.3. 02.2 AND 18-JO.J. 03.2 ALLOW NO INCREASE IN CONSTRUCTION. ORDINANCE SECTIONS 1 UJ FLOOD LEVELS; u 2. ENGINEERING DEPARTMENT RECEIPT OF COPIES OF FEDERAL AND STATE PERMITS FOR 0 DISTURBANCE OF THE STREAM CHANNEL AND ANY ASSOCIA TED WETLANDS, INCLUDING CHANGES TO UJ oi- cj� 0 THE, FEMA MA PS FOR 77 -IE AREA; cn c: z J. ENGINEERING DEPARTMENT APPROVAL OF A FINAL U177GA TION PLAN FOR REPAIR AND 0 < ENHANCEMENT OF THE STREAM BUFFERS. [17-J22] THE M177GA T70N IS TO FOLLOW THATSHOWN ON w F - THE CONCEPTUAL PLANS 777LED "CONCEPTUAL STREAM IMPACT MITIGA 77ON PLAN (LICKINGHOLE 0 CREEK) AND -CONCEP 77JAL STREAM IMPA CT MI 77GA TION PLAN (SLAB TOWN BRANCH), DA TED 0 6-05-03, AND THE S7REAM-BANK TREATMENT SCHEMATIC 77TLED "ROOT WAD DETAIL" RECEIVED BY 0 7HE ENGINEERING DEPAR TMEN T ON JUNE 9, 200J. THE EXISTING LICKINGHOLE CREEK BRIDGE IS 0 :3 TO BECOME PA R T OF THE IRA IL S YS TEM FOR IRE St TE, BU T IMPRO VEMEN IS OR IN TE fn ui MODIFICA TIONS TO IT MA Y BE PART OF THE FINAL MITIGA 77ON PLANS, > 0 4. 7HELOCATION AND NATURE OF THE CROSSINGS ARE TO BEAS SHOWN S ON SHEET J AND 4 OF X -0 THE PRELIMINAR Y ROAD PLANE DEE T7 TLED "OLD TRAIL - WES TERN A VENUE (N -S A CCESS ROAD), ROAD AND FILL ELEVA 77ONS LO WER 77 -IAN THA T SHO WN ON THE PRELIMINAR Y PLAN. THE W, W ARC I TH 0 ROAD PROFILE SHOULD BE AS LOW AS REASONABL Y ACHIEVABLE, AND (n 41 4' 5. A PLAN SHOKING ALL AREAS TO BE DISTURBED DURING THE CONSTRUCTION OF THE SLABT0KN 0 w 2: BRANCH CROSSING SHALL BE SUBMITTED TO THE PLANNING DEPARTMENT A PHASE I A RCHA EOL OGICA L SUR VE Y SHA LL BE COMPLE TED IN THOSE A REA S, A ND A PPROPRIA TE MI 77GA TION MEASURES SHALL BE CARRIED OUT AS DIRECTED BY PLANNING STAFF, PRIOR TO ISSUANCE OF A 41 > GRA DING PERMI T FOR THE SLAB TO WN BRANCH CROSSING. co 0 I CO IN THE EVEN T INA T THE USE, S 7RUC TURE OR A C T1 W TY FOR W41CH TVIS SPECIA L USE PERMI T IS JOB NO. SHALL NO T BE COMMENCED W THIN TWEN TY -FOUR (24) MON THS AFTER THE ISSUANCE OF C3 ISSUED 66365 SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED THEREUNDER 0 SHALL THEREUPON TERMINA 7E FOR PURPOSES OF THIS SECRON, THE TERM "COMMENCED SHALL SHEET NO. BE CONS TRUED TO INCL UDE THE COMMENCEMEN T OF CONS TRUC TION OF A N Y S TRUC TURE FRAME & COVER (SEE FIG. S-1—D,E) STREET SURFACE OR NON—PAVED AREA "WEDG—LOK" TYPE 1 PIPE SIZE RUBBER COATED STIEEL 111/4' STEPS OR APPROVED 0 MIN EQUAL CAST IN PLACE 2'-3 3'-0 2'-8 1'-6 2'-8' i I -A* PRECAST REINFORCED 2-9' 3'-9- 2'-6 2'- -0' 3'-0' 2' CONCRETE SECTIONS 1�2_MIN 3* -0' 4'-3 3'- 2'-3',V-6' 2* "0" RING SEALS 16" MAX - 18' MINIMUM ELEVATION RODS SHALL BE GALVANIZED DIFFERENCE ACROSS M.H. Sol 4'-0" r X-0- 4'-3 2'-6- 2'-6- X-3- 2- FROM INLET TO OUTLET 0'. 5-1 SHALL BE 0.20 FEET, --= 12' DEPTH OF FLOW CON CRETE—, ILLIETS VARIES CHANNEL TO BE 45' 3/4 DIAMETER OF 8. '-'6 -6 'v_ 3* -W V-9' CONTRIBUTING 5. 3 5 9_ 12* W-3 V-0 S-3 5'-V 5 -9 2 1/2 SEWER. 12" A FILLETED INVERT A SMOOTH TRANSITION OF FLOW BETWEEN 35791 INLET & OUTLET T PIPE SHA&L BE PROVIDED, MIN. 6' BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NOIN—EXTENDED BASES, 3. ALL JOINTS, LIFT IHOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. A I I I A# I I i 1'1 I f- e-1 r- 1-11 -r-1 11% h I SHOWING BRANCH TIE-IN NTS FIG. S—I—A TD -1 WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVIED EQUAL CAST IN PLACE 3$-0" MIN 4 . PRECAST REINFORCED CONCRETE SECTIONS lF2f'r—MIN "0" RING SEALS n 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0" 5 FROM INLET TO OUTLET SHALL BE 0.20 FEET, COINCRETE—VARIES DEPTH OF FLOW X__ _Lj FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING -0 -- °• T SEWER, A A FILLETED INVERT FOR A SMOOTH 12" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING W/ NO. 68 STONE 1/2" STEEL PLATE REQUIRED. NOTE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES, 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. OPTION #1 MANHOLE SECTION SHOWING 4'+ DROP INLET 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN 4 11111 1 11 0 BRANCH 12" 2 FLEXIBLE CONNECTION WITH STAINLESS STEELA BAND I ­ w _j 0 ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH 'TIE IN NTS FIG. S-1-8 TD -2 FRAME & COVER (SEE FIG. S—i—D.E) SLOPED AREA _)OK STREET SURFACE OR NON—PAVED AREA �1'—O" MAX. "WEDG—LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED EQUAL CAST IN PLACE _. PRECAST REINFORCED CONCRETE SECTIONS 112IT—M-1 N "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'—O" FROM INLET TO OUTLET SHALL BE 0.20 FEET, DEPTH OF FLOWCONCRETE---*-,-,,.— CHANNEL TO BE iFlLLETS - 3/4 DIAMETER OF CONTRIBUTING SEWER. R. 3'— MIN VARIES MIN. 6" BEDDING NOTE W1 NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON—EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. OPTION #2 MANHOLE SECTION SHOWING 4'+ DROP INLET *M11, 24 EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 6" IN ANY DIMENSION —INTIAL BACKFILL* (6- LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER —HAUNCHING —BEDDING 6" max 4", min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE (ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT—OF—WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FORDUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED - 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD -7 - FOR BENDS 8' do SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. - FOR BENDS 10* THROUGH 12' USE 2 STRAPS ON BENDS ADJACENT TO BELLS, - FOR 18* BEND USE 3 STRAPS AS SHOWN. USE BRACING ON ALL PIPE f- ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, SEND PIPE SIZE A B C D E F 111/4' e - 6 V-91 21-3* 2'-6* 1'-2'2'-0' 1 1/4' - 2'-3 3'-0 2'-8 1'-6 2'-8' i I -A* 10' 2-9' 3'-9- 2'-6 2'- -0' 3'-0' 2' 12* 3* -0' 4'-3 3'- 2'-3',V-6' 2* WHEN THE SOIL IS DISTURBED OR WHEN - 18' A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED 4' - 6* t-6' 3'-012'-6* V-6' V -r 1 1/4' r X-0- 4'-3 2'-6- 2'-6- X-3- 2- 221/2' 10 10, V12- 3'-r 5'-0 3' -0'2' -Ir Y-9' 2' 12' S -V 6'-3 X -V Y-6'4-3' r 18* 18. 5!-V r-6 X-3" 4' -Cr s'-8'2 1/2" 45' 4* - 6' V-0 W-0 3'-3- 2 1/41 8. '-'6 -6 'v_ 3* -W V-9' ic� 'r-6 S-0 4!-3' . 0 6 5'-0 4-6 5'- '21 4 UV 5. 3 5 9_ 12* W-3 V-0 S-3 5'-V 5 -9 2 1/2 6. 6 18, 6'_6 111-0 31-9* A. CHART FOR UPPER VERTICAL BLOCKING VIDTH = DIM. THICKNESS STRAP a I 3* THREAD I- NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE 12- BENDS & WNUKLIL CLASS --B- LARGER SECTION CHOR N_QM' STANDARD FACE ON END BLOCKS BOLTS TO FACE CENTER OFBLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W -3A KENNEDY GUARDIAN (K -81A) MUELLER CENTURION (A-423) OR APPROVED EQUAL A r MIN 7 CU. FL GRAVEL - NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 2' TO 10' 'A 8" X 6* TEE ' *I 2500 P.S.1, CONCRETE "It *_ J_ BASE AND . w BLOCK AGAINST UNDISTURBED STABILE SOiL STEEL PILE Z3 3/4 THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN '�4 MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4- OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 M-15 TD -17 SCALE NONE 0 n. D 0 < 4) �O Z 0 :2 0 0 :2 F- 0 c: < oN I -A0 L_ 0 2! z 0 cl- 0 ry > v in 0 CD i ---I z >Z) 0 U < _j w1-2IY o 0 _zc, co < 2: C) ID w -0 _Y 0 0 06 _j < yE U) 0 0 UJ E 0 -a :3 U c: U) 0 0- uj D z0 cr� 0 _j z < 0 :2 :2 p w 0 >' cz Lj uj 0 X -0 Q) E w 60 R. COLUNS U No. 35791 ,$ -5 _'12, 9/1' &/ 10 �'%NAL E V z M ui CD 0 IM 0 'T E — > ID E Lu (y) C Ln Lu 3: v Lu (V U I-- LIJ P-4 U.c"o z U- 0 E: 0 E 0 LU LU A-- m cl� a- 9 rel I lzt u CD z 00 z X: I— W0 IL M X< 0 1� 0 z 0 U aj C:) in C:) 4-J (A cr� (n =) Ln 0 M rd U U) s- tf 4 S 0.1 L. %1.- r Lu 0 z 0 r-, u 4 " 7- W0 C) 00 0 Ln w Z z > 1-4 _j —I U-1 > z z (D P' I-- M uj zz C V) u u 0 cl- uj V) U) Lu Lu cl� Q� uj (u uj > E ill 0. u 0 uj < z w C) �t N � 0 > C3 o V) > DATE � 4) Z) o +j N_ U) 1128104 DRAWN BY SRC DESIGNED BY SRC CHEQKED BY SCALE NONE 0 n. D 0 < 4) �O Z 0 :2 0 0 :2 F- 0 c: < oN I -A0 L_ 0 2! z 0 cl- 0 ry > v in 0 CD i ---I z >Z) 0 U < _j w1-2IY o 0 _zc, co < 2: C) ID w -0 _Y 0 0 06 _j < yE U) 0 0 UJ E 0 -a :3 U c: U) 0 0- uj D z0 cr� 0 _j z < 0 :2 :2 p w 0 >' cz Lj uj 0 X -0 Q) E ;GACA ! ' y.,. .. ♦ ' , � � �. , ,.: ,. IF r _- t- � r rf / r t r / ♦ - - r-/ r r r �. 1./r -,� j: - ,a �.. E r • � , L , /• L :. / ,:.. - -, t ! •. • ' ... :. i, � / t r t / ' r/ /. 'a /GACA ^•. /..` r • ,..L �• ^, Orr Rr � .. .A';_ �.::. •:, � r/. ' ... t t � !, r r' , � I • R. . r W441 wr rg R !ar t 'y All 97.11 9SA 1197= fffM I, FAT FM IM UMMA , ;.�. J•� � r �# /. I ! r / f �. , lir/ -:.r'. •.t Wil., A �� t / ♦ ,. , ,, EXIST. GROUND 5' A" !%/1AIPI ur.,• �i �-- 2" 21-A STONE BASE PEDESTRIAN PATHWAY DETAIL NO SCALE NOTE: ADD UNDERDRAINS ALONG SIDEWALK AT SPECIFIC LOCATIONS IF WARRANTED DUE TO UNUSUALLY WET FIELD CONDITIONS. STAMPED NOTES CONCRETE 1. THiS 17EM MAY BE PRECAST OR AlT. BRICK OR CAST IN PLACE. PAVER SYSTEM 2' 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. a• a••, A 1 a , ' 2' SURFACE A e4 • ,4' • d ,' 7• (PRIVATE a v ALLEY) 8' BASE 6. �r_;•Y�;•x-�• -�•Y-fir-;• -, 6' 21 -A STONE BASE / ::/ / / t CG -12A 0 7" WHERE STD. CG -3 OR a• CC -7 IS USED. 4,..0. 12.17. MAX. 48+1 AIA(. 20+7 s _ SECTION A -A A N 5 DOWELS, 8•' LONG 5' D" O" S. 0" AEN W 12" C -C LOPE WEH�U^TRUCTION JOINT YN. CONSTRUCTION JOINT B i B T �� SECTION B -B LIMITS OF EXPOSED ADOREOATE SIDEWALK ® ACCESSIBLE RIXITE S OEFIHED AS A CONTINUOUS A TANGENT PLAN PATH CONNECTING ALL ACCEESSeLLE SUP ELEMENTS Of A FN7UfY THAT CAN BE APPROACHED, EHNTENEO AAIB USED BY PERSONS WITH MaBILITY MPANBENTM NOTES + 4.. a THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SDPwAJX. LANOW (48" WIDE➢ REQUIRED AT TOP OF CURB RAID. MINIMUM CURB RNP LENGTH 6» FOR NEW CONSTRUCTION. 6' FOR ALTERATDNS. CURB RNP FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLP RESSTANT INTEGRAL DETECTABLE WMHNO SURFACE COVERING THE ENTRE WIDTH OF THE RAMP FLOOR (RNP FLOOR MAY BE PRECAST OR CAST N PLACE). THE DETECTABLE WN61N0 SR&L BE PROVIDED BY AN EXPOSED AGGREGATE n FINM RMIP SHALL NOT EXCEED A MAXIMUM SLOPE OF t2l. woswu SLOPING SIDES OF CURB RAMP MAY BE POURED MODUTHCN.LY WITH RNP FLOOR OR BY USING PERMSSBLE COMSTA7J-TION JOINT WITH REQUIRED BARS. TYPICAL. PLACEMENT TYPIC PL EMENT F RNP FLOOR B PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FIGURED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMEN OF PRECAST RNID FLOOR. PRECAST CONCRETE SHALL AT INTERSECTION BE CLASS A-4. NATHAN CROSSWALK WITHIN CROSSWALK REQUIRED BANS ARE TO BE NO.5 X r PLACED Y CENTER TO CENTG ALONG BOTH SIDES OF THE RNP (WITH BUFFER STRIP) FLOOR. Ma -DEPTH Of RNP FLOOR. MNIMAN CONCRETE COVER P/t". CURB RAMPS WILL BE MEASTREO AND PND FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWALK NL EXPOSED AGGREGATE SIDEWALK, COMP ETE-N-PLACE. CURB/CURE) AND GUTTER SLOPE TRANSITIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED N PAYMENT FOR CURB//CURB AHD GUTTER. WHEN USEED N CONJUNCTION WITH STAO/RD CG -3 OR CG -7, THE CURB FACE ON THIS STANDARD IS TO BE ADJASTED TO MATCH THE MOUNTABLE CURB AND CONFIGURATION. CURB RAW" ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. Et THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSABEE POLITE ® WITHIN THE MHT OF WAY OF AI HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED„ OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWAL XS AS SHOWN ON PLANS OR AS DRIECTED BY THE D"IETR, AND SHOULD NOT BE LOCATED BEHIND VEIK:LE STOP I.M. DIAGONAL VARIATION EXISTING UIGHT POLES. FRE HYDRANTS, DRO' METS, ETC. WILL ALSO AFFECT PLACEMENT. PERPENDICULAR CURB RAMP (ACCESS FOR MOBILITY IMPAIRMENTS) 403.08 VIRGINIA DWIARTME.NT OF TRANSPORTATION 302 2%' RIW CG -6 CURB & GUTTER tDcc Z3 CZ1 r Ot: c i Crushing Strength 4' Nom. D I a, 6' Nom. Dia, CD- 2 COMBINATION UNDERDRAIN CD -2 ON FILLS `\9b ��T ►-� CROSSWALK '9q: Ove Oil�� `a -' i -'A" tA4--+�'� S -•^T'- (1211 LAE.) TOP OF CUT BIC BIC A� SUBBASE BASE SURFACE TOE OF FILL Subgrade DITC SHOULDER LINE FILL COMBINATION UNDERDRA LINE 32' EDGE OF PAVEMENT CENTER LINE SECTI❑N f 90' CO SIISSIB T ON JowF pz " 2 IM -19.0 " 2 SM -9.5A TRANS1 TION FROM EDGE OF PAVEMENT TRANSITION FROM IT SHOULDER LINE TRENCH PLACEMENT UTOE OF FILL Pavement Surface & Base 37' TO J1' WK to EW -12 0 0 0 0 0 0 0 0 0 +- Subbase 6" 29_,0 To.Y •8 PLAN VIEW SH❑WING PLACEMENT OF 26' '�A CD -2 UNDERDRAIN 1, - ---- No.. 8 or No, 57 Aggregate Geotextite Drainage Fabric A -A! General Notes L 70 6" 21-A Trench shall be filled with aggregate an 2" SM -9.5A throughly hand tamped to insure com- -t- Pavement Surface &Hesse pactness, o 0 0 0 0 0 0 0 0 -.-- Subbnse or Cement Stabilized Subbase CTNOsswAlx 1' -0' A � TANGENT PLAN TYPICAL. PLACEMENT _j AT TERSECTION 0 7" WHERE STD. WITHIN CROSSWALK CO -3 CO -7 IS USED. 1'-0' underdrains, they are to be located so as 12' $TD. CG -2 OR CC -6 �8" N0� ' THIS DESIGN INCMROPORATES A RAW. OG Al BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MINIMUM SIVA CC -2 00"SDNS. PLACEMENT OF DRAINAGE STRXTUiEv IS CRITICAL. OR CG -6 48 ' t MAX CURB RNR' FLOOR TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL 20 +1 1 DETECTABLE WARNING SURFACE COVERING THE ENTRE WIDTH OF THE RAW FLOOR (RNP FLOOR MAY BE 4" PRECAST OR CAST N PLACE). THE DETECTABLE WARNM SHALL DE PAOVD0 BY AN EXPOSED AGGREGATE tow side only, _r FNISH• RAW SHALOFFL NOTCURB EXCEED A MA)UMUA SLOPE OF 12+I. - ( _ _ ubbase r MAY BE POURIDD ALLY WITH RAMP FLOOR OR 8Y USING FE� COHISTRUCTKMH JOINT WITH REQUIRED BARS.RAMP SECTION A -A F RAW FLOOR IS PRECAST. HOLES MUST BE PROVIDEO FOR DOWEL BARS $0 THAT ADJOI AHO FLARED 05 DOWELS, 8• LONG SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RNP FLOOR: PRECAST CONCRETE SHALL a 12" C -C � PP•ERMISSBIE BE CLASS A-4. 12+1 _\\\CONST. JOINT BMS UAE TO BE N0. 3 X 1' CENTER TER CENTER ALONG 80TH SINES Of THE RNR' �LOPE MAXiMUM FLOOR, MIN! C V FLOOR, MID-OEPTIH OF RMP FLOOR. MNRAAI CONCRETE COVER 1%t". -- CURB RMWS WLIL BE MEASURED MCV PAA FOR AT THE CONTRACT UNIT PRICES FOR HYDRAULIC CEMENT CONCRETE SIDEWIALK AND EXPOSED AGGREGATE SIDEWALK, COMIWE-N-PLACE. CURBACURB AND GUTTER SLOPE TRAHSjTIONS ADJACENT TO TO CURB RAMPS ARE INCLUDED N PAYMENT SECTION B`B FOR CURB/CHARD ASID GUTTER, WHEN USED N CIONJUNCT" WITH STANDARD CG•3 OR CC -7, THE CURB FACE ON THIS STANDARD IS To BE ADJUSTED) TO MATCH THE MOUNTABLE CURB AND COHFIGURATKNL CURB RADS ERE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGNTEER. LINTS OF EXPOSED AGGREGATE SIDEWALK THEY ARE TO BE PROVIDED AT NTERSECTIOS WHEREVER AN ACCESSABLE ROUTE ® WITHIN THE RIGHT OF WAY OF A H"AY FACILM CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXWING, ACCESSIBLE ROUTE IS DEFNED AS A CONTINUOUS PROPOSED. OR NKONEXSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS UNOBSTRUCTED STABLE, FIRM AND SLY' RESISTANT OR AS DIRECTED BY THE ENGINEER. AND SHEL". ;K)T BE LOCATED BEH ND VEHICLE STOP LINES. PATH CONNECTING ALL ACCFS518LE ELEMENTS OF A EXISTING LIGHT POLES, FIRE HYDRANTS, DROP RATS, RG, iYLL ALSO AFFECT PLACEMEM. FACILITYTHAT CM PMOBLITY�APN' �M�EHIFS D BY WITH - PARALLEL CURB RAMI" (ACCESS FOR MOBILITY IMPAIRMENTS) 102 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 2%' RIW CG -6 CURB & GUTTER tDcc Z3 CZ1 r Ot: c i CD -i SPECIFICATION REFERENCE 232 501 701 Type of Pipe Crushing Strength 4' Nom. D I a, 6' Nom. Dia, CD- 2 COMBINATION UNDERDRAIN CD -2 ON FILLS to EW -12 15 Ove Oil�� STA. TO STA. VPD TOP OF CUT BIC BIC Pavement Subbase SUBBASE BASE SURFACE TOE OF FILL Subgrade DITC SHOULDER LINE FILL COMBINATION UNDERDRA LINE 32' EDGE OF PAVEMENT CENTER LINE SECTI❑N f 90' (With type 1 select material) pz " 2 IM -19.0 " 2 SM -9.5A TRANS1 TION FROM EDGE OF PAVEMENT TRANSITION FROM IT SHOULDER LINE TRENCH PLACEMENT UTOE OF FILL Pavement Surface & Base 37' TO J1' 44' TO 40' to EW -12 0 0 0 0 0 0 0 0 0 +- Subbase 6" 29_,0 o•o.o•S•o•o•o•o•oa000• - Select Material--Typesl or III 6%.0 PLAN VIEW SH❑WING PLACEMENT OF 26' '�A CD -2 UNDERDRAIN 1, - ---- No.. 8 or No, 57 Aggregate Geotextite Drainage Fabric 11' General Notes -Oj OR 70 6" 21-A Trench shall be filled with aggregate an 2" SM -9.5A throughly hand tamped to insure com- -t- Pavement Surface &Hesse pactness, o 0 0 0 0 0 0 0 0 -.-- Subbnse or Cement Stabilized Subbase Pipe shat( beginat the edge of pavement 1' -0' °' o • o _ o - o • o • o 0 0 • Select Mater 1 n t ype I I or Subgrade �'• �� and shalt be pinced on a grade parallel (Cement or L I me St��q I {µ�ebjp,ou t der slope < 4% min. grnde) , _j _ No, 8 or No. 57 Aggregate On curb and gutter sections, where it is Geotextite Drainage Fabric impossible to otherwise provide outlets for 1'-0' underdrains, they are to be located so as 12' to drain into drop Inlets or manholes, 24' If It is necessary for the pipe to outfall 2� A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH VD.O.T. STANDARDS. Into a cut ditch, the ditch is to be deep PLACEMENT OF CD -2 UNDERDRAIN AT ened If and,as directed by the Engineer. BRIDGE APPROACH SLABS On superetevated sections, trench is to b under entire pavement area with pipe on tow side only, Approach Stab -1 Pavement ( _ _ ubbase NON -PERFORATED OUTLET PIPE CD -i SPECIFICATION REFERENCE 232 501 701 Type of Pipe Crushing Strength 4' Nom. D I a, 6' Nom. Dia, Corrugated Alumtn m 4 Smooth Walt PVC 103 15 Smooth Wnll PE STA. TO STA. Aggregate Base Mat' I. , Type I size No. 21B (150 mm min depth Wall Thickness (min) - inches NIHNkiiH Tested according to ASTM D-2412 at 5% deflection, STANDARD C❑MBINATI❑N UNDERDRAIN ON FILLS AT SAGS AND BRIDGE APPROACHES VIRGINIA DEPARTMENT OF TRANSPORTATION 108,05 ROAD CLASSIFICA TIONS ROAD PAVEMENT DESIGN Q OO JPA "B" "CIA STA. TO STA. VPD PVtbf'T. WIDTH (EIP - E P BIC BIC R/W R/W SUBBASE BASE SURFACE WOODBOURNE LANE 10+00 TO 13+57.40 430 6" 21-A 2" IM -19.0 2" SM -9.5A 32' 37' 44' WOODBOURNE LANE 400 6" " 2 IM -19.0 " 2 SM -9.5A TRANS1 TION FROM TRANSITION FROM TRANSITION FROM 13+57.40 TO 15+86.27 .21-A 32' TO 26' 37' TO J1' 44' TO 40' WOODBOURNE LANE 400 6" 29_,0 2" IM -19.0 2" SM -9.5A 26' 31' 40' 15+86.27 TO 43+70.46 WOODBOURNE COURT 70 6" 21-A 2" IM -19.0 2" SM -9.5A 26' 31 ' 40' ALL I ALLEY 30 NO SUBBASE 8" 21-A 2" SM -9.5A 12' N/A 24' �1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10. PAV. DESIGN MAY BE REVISED DUE TO SOIL COND177ONS AT 77ME OF CONS7RUC770N. 2� A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH VD.O.T. STANDARDS. 2q CA TOP OF CURB 4" MIN. POINT OF FINISHED GRADE 2" SM -9.5A 29 �-2" R 1 6$p STANDARD CG -6 CURB & GU TTER NO SCALE I R/W CG -6 CURB & GUTTER 7" VDOT #57,#68, OR #78 STONE BASE UNDER CURB & GUTTER TO BE CHECKED BY VDOT PRIOR TO PAVING AND/OR BACKFILLING. 29' 3 ��- -_ EXIST. GROUND ; r' •A •�'i `, °pM O aCJI �° V°'o `O ° �O WOO ° OE G (y� I'•! •V�'. "t °� °0 � 000 V t 6' PLAN77NG 6' PLAN7NG 5' CONCRETE 5' CONCRETE STRIP 2" IM -19.0 6" 21-A STRIP SIDEWALK - _ SIDEWALK 5 6 25 13 13 25 6 5 j EXIST. GROUND EXIST. GROUND 20 20 R /W R/W *NO7F• CONCRE7E SIDEWALKS SHALL BE PRIVATELY TY�'IC.<41 STREET sscrio1Y CIL MAINTAINED BY 7HE HOMEOWNERS ASSOCIATION. �•M POINT OF (40' Rl#, AV F' Z'/.P) CONCRETE FINISHED GRADE CONCRETE ' ­4 RIBBON RIBBON 2" SM -9.5A I 2� 49 4 ® 29� R/W CIL R/W 7 CG -6 POINT OF CG -6 EXIST GROUh M3 CURB & GU.TTER FINISHED GRAflE CURB & GUTTER 3: EXIST GROUND 8" 21-A #® 2' 6 6 2' 4' 2" SM -9.5A 29 2% 2% 2% 24 .•., > 0(9 OL�O ° �o°a 061 °� ORP O(Fp0 $ ° (b0��°ocP ° oC8 0 (P0 000ac�$ 44 0000 00 0000 ' q •' / r ,/ T T �t �s �r r�r jn 6' PLAN77NG 6' PLAN77NG 5' CONCRETE TYPICAL AL.L.Cr l I�71'i �r Tl iJ' 5' CONCRE7F STRIP 2" IM -19.0 6" 21-A STRIP. SIDEWALK �, ¢ A -� _ SIDEWALK _ 5 6 25 16 16 15--j-6- 5 EXIST. GROUND 22 22 EXIST. GROUND *NOTE, CONCRETE SIDEWALKS SHALL BE PRIVATELY MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. (44' RIX, 3z' EIP) 1 sr_ ao tri Quell �S T R. COLLINSZ' U No. 35791 At. lig jflNAL Q Z Cn CS a 0 LD E _ Uj rj- LU F co w > Q1 � U_C Z a 0 E U-1wv°�' ai ce Z0�� °� Z O 2 I- OC O J��•-�•I LL F- U(=) C5Ln Y) In M (-) I-- •E 4 q1/.rM LL.I Z U 00 O W W C7 Z _ U /fo to ■� LU V 0 LL � O O Ui U V ® CLWIX CL (.7 U TILL LU ELU 0 LU U Q6 N s!- _0 V) Li 0� DATE 0 •F•a 1128104 DRAWN BY SRC DESIGNED BY SRC CHECKED BY SCALE • AS SHOWN a O a o v � U)� _ Cn 0O O � C F- �0 (n -a = < D CG Z Z O L U o (D Lj I > C) ° r 0 (D 66IH z n Lf) ° 0 0 1---! U Uj U_ ILLI O a = ° sL Q 3 L DIll f � 1Yi �J -, ° Q C �F a o �� O E U TO i IN 4 C + Uj° f� n U i�i.r �-•I O 0 © LLj 0 I�Z0 171 1= O 0 > ) v° 0 o - Uj a� a) ° a° 111-4 V) v :30 a 0) ° a✓ Li �E O 0 UL E; U O W -a = � U ° c° L 'U j O 97 To ° )OB NO. a Y a a C -E__ 66365 0 C 0 SHEET NO. 0- 16 OF 16 N s a