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HomeMy WebLinkAboutSUB200400102 Plan - Approved Road Plan and Comps. 2004-11-04f a � s —,A R, TITLE SHEET COVER SHEET 1 NOTES, LEGENDS & QUANTITIES 2 NOTES, LEGENDS & QUANTITIES 3 LAYOUT PLAN 4 LAYOUT PLAN 5 UTILITY PUS N 6 UTILITY PLAN 7 GRADING & DRAINAGE PLAN 8 GRADING & DRAINAGE PLAN 9 ROAD & UTILITY PROFILES 10 ROAD & UTILITY PROFILES 11 ROAD & UTILITY PROFILES 12 ROAD & UTILITY PROFILES 13 ROAD & UTILITY PROFILES 14 ROAD & UTILITY PROFILES 15 ROAD & UTILITY PROFILES 16 SANITARY SEWER PROFILES 17 DRAINAGE PROFILES 18 DRAINAGE PROFILES 19 DRAINAGE PROFILES 20 DRAINAGE PROFILES 21 DRAINAGE DESCRIPTION 22 OVERALL DRAINAGE PLAN 23 SANITARY SEWER NOTES & DETAILS 24 WATERLINE NOTES & DETAILS 25 FIRE HYDRANT LOCATION PLAN 26 TYPICAL SECTIONS, NOTES & DETAILS 27 TYPICAL SECTIONS, NOTES & DETAILS 28 JARMANS GAP TURN LANES - PLAN & PROFILE 29 JARMANS GAP TURN LANES - DESIGN INFORMATION 30 REVISIONS DATE SHEET NUMBERS DATE SHEET NUMBERS 6/30/04 ALL 9/07/04 ALL 9/24/04 7,12,14,16-22,29,30 10/15/04 4,6-8,1.2,13,20,22,23,25,26,29,30 10/20/04 4-9,11,14-16,23,26 OLD TRAIL BALLARD FIEL�]FF smmft� ROAD PLANS WHITE HALL DISTRICT ALBEKAARLE COUNTY, VIRGINIA CROZET �4PPWOJEC WR & vTs THIS` FIlTIIR , RALLARD FIELD ��\ PPER C3 FUTURE FUTURE PILLAGE' b CTATER FUTURE' FUTURE' ' 7UPTIVISIOAr .DE'PELOPIVE1 ' TO CHARLO VILLE �0- R `C. WA YJVESsCRO TO, /N�RST'4TF A0 ONR��TT VICINITY MAP" SCALE: 1" = 21000' MARCH MOUNTAIN PROPERTIES L.L.C. Owner & Deve,loper March 1, 2004 APPROVALS TiMMONS GROUP IS NOT RESPONSIBLE OR LIABLE FOR ANY 1`:ONSTRUCT.ION OR DAMAGES TO THIS PROJECT PRIOR TO ALL FINAL PLAN APPROVALS. u nil. ype Revise and Approved by the Community Development Department Dote: 'LIB File#®��r rrras�C��-3 -e J. ZONED: R-6 RESIDENTIAL TAX MAP #: 05500-00-00-07100 j 0 R COLLINS % No. 35791 o� /o/ Oq j a 0 S 0 D S F- W w U d z O 0 (A z 0 IONAL tM O O .0 0 W W > +�+ V z 0 z UJ .—i ) (� } >�Ln o > W o . � .fin °a z I co 0 .�0=N ::) Q LU LL U W U `m GC < 2 _jw0 .1.i Q W a% U- U- CL n c Uj 0) > Q 0 0 00 a v� V) Lr f.: Ln 0 U 'M C� O —j o C c a Q W v Uj Uj ao oL- � r-L 3 a. U. 0 c a> �-C > os � 3 � L �c 1 a N C 1 z E U <( o C, C� O C D a CD U O L + Ov U Z p O J t.L H Q � •_ o0 T C i a U o o L C a� > a •� U O O U 0 w -45 5 E •E 0 v 0 L fl fl C W Q (D .0 W > ai W Q O N w W � 0 2>. a 0 sin a JOB NO. a fl 66360 SHEET" NO. Q � 1 OF 30 h LEGEND GENERAL NOTES ROADS 1. OWNER \DEVELOPER. MARCH MOUNTAIN PROPERTIES L.L.C. C-�-- -�� EXISTING CULVERT BEIGH TS DEVELOPMENT CORPORATION clo MR. GA YLON BEIGH IS CULVERT 800 E. JEFFERSON STREET DROP INLET & STRUCTURE NO. CHARLOTTESOLLE, VIRGINIA 22902 TELEPHONE: (434) 245-0100 FAX. • (434) 245-0300 CURB 2. ENGINEER: RMMONS GROUP CURB & GUTTER 711 N. COURTHOUSE ROAD RICHMOND VA 23236 TELE.• (804) 379-6133 PROPOSED PAVEMENT E-MAIL:Scott.Collins@Tl'mmons.com CONTACT- MR. SCOTT COLLINS EC-3A DITCH J. TAX MAP NO.: 05500-00-00-07100 D.B. 2035, PG. 728 6" DEPTH OF EC-3A DITCH MARCH MOUNTAIN PROPERTIES LLC 800 E. JEFFERSON STREET CHARLOTTESVILLE, VIRGINIA 22902 EC-2 DITCH 4. GPIN NO.: 421617910600 5. ZOMING : R-6 RESIDENTIAL 6" DEPTH OF EC-2 DITCH 6. USE' : MEDIUM -DENSITY RESIDENTIAL DEVELOPMENT 7. ACREAGE (TOTAL): 51.9 +/- AC. •••---••• EARTH DITCH ROADS: 11.0 AC. LOTS. 20.8 AC. DRIVEWAY CULVERT FUTURE DEVELOPMENT 4.4 AC. COMMON AREA: 15.7 AC. (30.390) RECREATIONAL AREA: 88,157 SF. (AREA INCLUDED IN COMMON AREA) BENCH MARK STRUCTURE SETBACKS & HEIGHTS: MINIMUM FRONT YARD DEPTH. 25' .... v CLEARING LIMITS MINIMUM SIDE YARD: 10' MINIMUM REAR YARD: 20' MAXIMUM STRUCTURE HEIGHT- 35' s VDOT STANDARD STOP SIGN -�- MINIMUM SIDE YARD SETBACK SHALL BE REDUCED FROM 15' 200EXISTING CONTOUR TO 10' IN ACCORDANCE WITH SECTION 4.11.3 (AMENDED 1-1-83) 8. NUMBER OF L 0 TS: 175 PROPOSED CON TOUR 9. UTILITIES.- SEWER: COUNTY SEWER - AVAILABLE ON THE SITE *WATER. COUNTY WATER - AVAILABLE ON THE SITE 240.55 PROPOSED SPOT ELEVATION * WATER MODEL AND CALCULA 77ONS PROVIDED WITH THE SUBMITTAL. ---a TBC DENOTES TOP BACK OF CURB TiHE MODEL /S BASED ON FLOWS AND INFORMATION PROVIDED FROM ALBEMARLE COUNTY SERVICE AUTHORITY. TAB DENOTES TOP OF BOX 10. SUBDIVISION STREETS.CURB & GUTTER (PUBLIC ROADS) 11. DRAINAGE DISTRICT: LICKINGHOLE DRAINAGE BASIN 12. WATERSHED: S. RI VANNA RESERVOIR - WATER SUPPLY PROTECTION AREA 13 DRAINAGE- THIS SITE CONTAINS AN AGRICULTURAL POND AND STORMWATER wRGINIA EROSION & SEDIMENT CONTROL El�'O.310N CONTROL * MANAGEMENT/BIO RETENTION AREAS THAT PROVIDE SOME DETENTION HANDBOOK SPECIFICA77ON NUA�48ER BEFORE THE RUNOFF IS RELEASED INTO LICK/NGHOLE CREEK. -r-E= STRAW BAIL BARRIER 3.04 14. TOP�O & SURVEY- TOPOGRAPHY PROVIDED BY LICENSED LAND SURVEYOR "KIRK" �rr G. V. HUGHES IN FEBRUARY OF 2001. _T9 DD TEMPORARY DIVERSION DIKE a09 15. CON'TRACTOR :HALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUC77ON PRIOR TO STARTING WORK. CONTACT TEMPORARY SEDIMENT TRAP J. ENGINEER /MMED/A TEL.Y IF LOCH 77ON OR ELEVA 77ON IS DIFFERENT FROM THA T SHOWN ST° ON PLANS, Ir-- THERE APPEARS TO BE A CONFLICT AND UPON DISCOVERY OF ANY UTILITY SOB SEDIMENT BASIN 3.14 NOT SHOWN Ciw THE PLANS. * 77MMONS" GRC)i.'a' SHALL NOT HAVE AUTHORITY OVER CONTRACTOR'S WORK, SAFETY IP -- INLET PROTECTION 3.07 PRECAUTIONS;: Sty;°; DU°LES, OR COMPLIANCE WITH LAWS AND REGULATIONS WE SHALL SF -�f-----�E- SILT FENCE 3.05 NOT ASSUME RFSPONS/BILITY FOR ANY CONSTRUC77ON STARTED PRIOR TO PLAN APPROVAL. CE CONSTRUCTION ENTTANCE 3.02 CD CHECK DAM 3.20 FD■■�♦� TEMPORARY FILL DIVERSION J. PrI,CROAD NOC "E°SV --ih,--- 0 DI VERSION 3.12 GRADI 1. THE 1A7EST EDI77ON OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE PS �PsPERMANENT SEEDING 3.32 es STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CONS77?UC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MA7ERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED TO TO TOPSOILING 3.30 FROMf THE EN77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH SUITABLE MATERIAL TO THE SA 77SFACT70N OF THE ENGINEER. J. ALL GROWTH OF 7REES AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR 774E CiP CULVERT INLET PR07ECT70N 3.08 EN77RE EASEMENT. OTHER 7REES AND VEGETA7ON WHICH OBSTRUCT SIGHT DISTANCES AT ROAD INTERSECTIONS SHALL BE REMOVED. 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER US �� U77LI TY STREAM CROSSING 3.25 PRIOR TO THE CONSTRUCTION OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS, EXCEPT PRI VA 7E ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH DC DC DUST CONTROL J. 39 A MINIIMUM COVER OF ONE (1) FOOT. 2. STANDDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND IHA VE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE N>nTy THE VIRGINIA DEPARTMENT OF 7RANSPORT4ION SPECIFICA7ONS UNLESS GENERAL WATER & SEWER OTHERWISE N07ED ON PLANS 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON OF THE CONDITIONS ENGINfEER, DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. 1. WORK SHALL BE SUBJECT TD INSPECTION BY ALBEMARLE COUNTY PAVEMENT SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE OFFICIALS AT THE START OF THE WORK. DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED 2. 7HE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE METHOD OF CORRECTION. PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE COMPACTION BEFORE BASE IS PLACED. CONTRACTOR SHALL ON HIS OWN IN177A77VE LOCATE ALL J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. MEETS REQUIRED GRADATION FOR TYPE /, /I, OR N PRIOR TO PLACING AGGREGA 7E BASE. J. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 77-IA T GENERAL WATER AND SEWER CONS7RUC77ON SPECIFICA 77ONS THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 ON JANUARY 15, 1998 4. DATUM FOR ALL ELEVA 77ONS SHOWN /N NATIONAL GEODE77C DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER /S REQUIRED WHEN PLACING AGGREGATE BASE SURVEY. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPAC7ON 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING BEFORE SURFACE TREATMENT IS APPLIED. "MISS UTILITY" (1-800-552-7001). Z PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT 6. ALL WA TER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET (PRIME COAT RC-250 ® 0.3 GAL./SQ, YD.). OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT WRG/N/A CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, DEPARTMENT OF TRANSPORTATION SPECIFICATIONS. SERVICE LATERALS, AND WATER LINES, ETC. 9. ENCROACHMENT- POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE NOT ENHANCE A ROADWA Y'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED LOCATED OUTSIDE OF ROADSIDE DITCHES WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE THE STREETS RIGHT OF WAY. EXTENSION OF THE LINE. 9. WA TER PRESSURE MA Y BE LESS THAN 40 PSI. PRI VA TE BOOSTER PUMPS MA Y BE REQUIRED. BLASTING NOTES 1. BLASTING, WHERE REQUIRED, SHALL BE DONE WITH CARE /N ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS, ORDINANCES, RULES AND REGULATIONS OF THE AUTHOR177ES HAVING JURISDICTION AND BY SKILLED AND EXPERIENCED BLASTERS. A BLASTING PERMIT MUST BE OBTAINED FROM THE ALBEMARLE COUNTY FIRE PREVEN77ON OFFICE PRIOR TO COMMENCING THE WORK. 2. ALL FEDERAL, STATE, AND LOCAL REGULATIONS GOVERNING CONSTRUCTION SAFETY SHALL BE ADHERED TO AND ANY VIOLATION OF SUCH REGULATIONS SHALL BE DEEMED THE SOLE RESPONSIBILITY OF THE CONTRACTOR 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 NOTIFICATION SHALL BE GIVEN TO THE ALBEMARLE COUNTY SERVICE AUTHORITY AND THE PUBLIC PRIOR TO THE COMMENCEMENT OF BLASTING OPERATIONS. 5. BLASTING ON SA TURDA YS, SUNDA YS, AND HOLIDAYS WILL BE PERMITTED ONLY WITH SPECIAL WRITTEN PERMISSION FROM THE ALBEMARLE COUNTY SERVICE AUTHORITY. 6. WHENEVER BLASTING WILL BE UNDERTAKEN /N 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 construction within any existing public right-of-way, including connection to any existing 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. )he contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. J. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion contra/ 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 CR tests performed on the subgrade soil. Three (3) copies of tihe 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 tt,e design engineer and submitted with the test results for approval 6. All slopes and disturber)' areas are to be fertilized, seeded and mulched. The maximum allowable slot A 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 drainab/e outfall easements are to be extended to a boundary line or a natural watercourse. The contractcr shall field verify the length of all storm drainage pipe. 8. Guardrail locations are al"'proximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of VDO'T, the Director of Engineering, or the Director's designee, it is deemed necessary. When Guardrail is required, it shall be installed four (4) feet offset from the edge of pavement 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 VDOT CC---9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channel when, in the opinion of VDOT, the Director of Engineering, or the Director's designee, It is deemed necessary. 12. A minimum clear zone of ten (10) feet from the edge of pavement shall be maintained on all 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 shiown on the typical pavement section detail, shall be strictly adhered to. 77he 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 shaill conform to "Albemarle County Road Naming and Property Numbering Ordiinance and fllanuol" and the Virginia Manual for Uniform Traffic Control Devices,. The locations of all signs are shown on the plans. The developer shall be responsli-,Ie for maintenance of the signs until the roads have been accepted into the state secondary road system. The speed limits to be posted o)n speed limit signs are to be determined by VDOT prior to acceptance. The speed llrnit is to be posted 5mph below the design speed. 15. Road plan (approval is ;subject to final subdivision plat validation. Should the final plat fior 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. 1 Z Use VDOT standard CD-1 or CO-2 underdrains under the subbase material at a// 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 prograrn 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 polyethylene (14DPE) pipes or pipe system is installed, the contractor and a representative from the pipe manufacturer should hold a pre -system construction meeting for installation training. The pipe manufacturer should spend a minimium of two hours on the job site during the initial pipe installation. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR PRIVATE ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (10077). 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. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation 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 desicmn engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2. 1 (horizontal. vertical). Where reasonably obtainable, lesser slopes of 4.1 or better are to be achieved. Z Surface drainage and pipe discharge must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional gurardrail may be required at locations not shown when, in the opinion of the Dlirector of Engineering, or the Director's designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works Policies 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG-9(A, B or C). 10. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE-1. 11.. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a drainage channe:' wh,;;,d the opinion of the Director of Engineering, or the Director's desig.r?a ., It in deemed necessary. 12. A minimum cakyr zone of eight (8) feet from the edge of pavement shall be maintained on all residential subdivision streets. 13. Comp/lance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. E!ccepticns ✓Ili not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements"' The dev,-toper shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan opproval +s subject to final subdivision plat validation. Should the final plat for, }t ;> p • R ject 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 Dirrector's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices. APPROXIMATE MATERIAL QUANTITIES, QUAN7777ES AS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN TAKEOFF. SEWER 8" PVC 6,554 LF 8" D.I. 1,206 LF MANHOLE 55 EA TIE TO FUTURE 2 EA STD MANHOLE FRAME 55 EA & COVER LA T ERAL FROM M.H. :30 EA LA TERAL FROM S/L 145 EA 12" D.l. W/L 3, 065 LF 12 "X12" TEE 2 EA 12"-45' BEND 2 EA 12 "- 90' BEND 2 EA 12"-22.5' BEND 4 EA 12" G. V. 7 EA 12" PLUG 1 EA 12" TAPPING SLEEVE & VALVE 2 EA 8" D.L W/L 5,465 LF 8"X8" CROSS 3 EA 8"X8" TEE 5 EA 8 "-22. 5 • BEND 9 EA 8"-11.25' BEND 2 EA 8"-90' BEND 2 EA 8" G. V 22 EA 8" TYPE A B. 0. 1 EA 8" PLUG 4 EA 8"X6" G. V. 1 EA 12"X8" TEE 3 EA 8"X4" TEE 2 EA 4" D.L W/L 730 LF 4" G. V. 4 EA 4" 90' BEND 2 EA 4" 11.25' BEND 2 EA 4" 22.5' BEND 1 EA 4" PLUG 1 EA COMPLETE F.H. 12 EA 12"X8" REDUCER 1 EA 8"X4" REDUCER 1 EA SERVICE LINE 175 EA VL:J---\ OTT R. COUINS Z No. 35791 �0 3 1'J 'ONAL Q � �. z M U-) IM c� ,o o O > %D E _ UJ M �+ UJ a W> a2uU.CO: ;° zz z n¢-OEUJ UJ J �JJ W = r � 0 ���� i < z p-� Z O O V �OC'�" L a p U aU o '�"' '_q 0 0 z U)= LO U U U _ 0 L U) W W i-+ W J J Z U 4 M z g� zC) 0 ww _ mm > L �QQ �W a a C o0 vi ,a WLLI 0 0 = CC 0 C UJ o a7 w U _ z O O W Co Q�� 0 > 010rn > O DATE .�.+ (n 311104 DRAWN BY B. COPELAND • DESIGNED BY . B. COPELAND CHECKED BY • S. COLLINS • SCALE NONE 0 • Vl °_ ,Do v X Wo r) az O 4� Q °� �F v t U o a z U) L I.I. UJ a a� H �It > L 0 3 z Zs a 3x O W " v U 0 7 H� os _1 O LL Q � 3 w 0)C� m Q) az= W o 0 0 0 U U v � W a a ►- -' U � U �. W `o o U) N� � W Z Co a �'.:02 w 0 F� zo� o a o U C o =a / V i. x -a O E S U to a� .a U a1 ov JOB NO. -a a C � 66360 c U CL SHEET NO. a 2 OF 30 v �o SP-02-16 OLD TRAIL GOLF CLUB (FORMERLY BUCKS ELBOW GOLF CLUB) AMENDMENT (SIGN 044 76 93)' TAX MAP 56, PARCEL 14 THE ALBEMARLE COUNTY BOARD OF SUPERVISORS, AT IT'S MEETING ON MARCH 5, 2003, BY A VOTE OF 5. 0, APPROVED THE ABOVE -NOTED REQUEST. PLEASE NOTE THAT THIS APPROVAL IS SUBJECT TO THE FOLLOWING CONDITIONS; 1. THE FACILITY SHALL BE IN GENERAL ACCORD WITH THE PLAN TITLES "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC.. DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16, 2002, SUBJECT TO THESE CONDITIONS 2. THE APPLICANT SHALL CONSTRUCT A ROAD TO SERVE THE GOLF COURSE, BUILT TO PUBLIC ROAD STANDARDS AND RUNNING FROM ROUTE 250 TO THE PROPERTY LINE AT THE NORTHERN EDGE OF TAX MAP 56, PARCEL 14. THE ROAD SHALL FOLLOW AN ALIGNMENT CONSISTENT WITH THE CROZET MASTER PLAN, ONCE ADOPTED. 3 PRIVATE CLUB MEMBERSHIPS SHALL NOT BE REQUIRED FOR ACCESS TO OR PLAY ON THE COURSE. 4. THERE SHALL BE NO OUTDOOR LIGHTING OF THE COURSE OR OF THE PRACTICE AREA/DRIVING RANGE. 5, NO NEW RESIDEN7AL DEVELOPMENT SHALL BE PERMITTED WI THIN THE "LIMITS OF GOLF COURSE INDICATED ON THE PLAN TITLED "OLD TRAILS GOLF CLUB", PREPARED BY ROUDABUSH, GALE & ASSOCIATES, INC. AND DATED OCTOBER 21, 2002, AND REVISED DECEMBER 16,2002. 6. THE EXISTING HOUSE KNOWN AS MOUNTAIN VIEW SHALL NOT BE DEMOLISHED. 7 THE CLUBHOUSE, RESTROOM BUILDING, AND MAINTENANCE FACILITY SHALL BE LOCATED WITHIN THE ALBEMARLE COUNTY SERVICE AUTHORITY JURISDICTIONAL AREA. 8. NO POR77ON OF ANY STRUCTURE, EXCLUDING SIGNS, SHALL BE LOCATED CLOSER THAN FIFTY (50) FEET TO ANY RESIDENTIAL OR RURAL DISTRICT. NO PARKING AREA OR LOADING SPACE SHALL BE LOCATED CLOSER THAN TWENTY (20) FEET TO ANY RESIDENTIAL OR RURAL DISTRICT. 9> ALL LANDSCAPING AROUND THE CLUBHOUSE, RES7RO0M BUILDING, MAINTENANCE FACILITY, PARKING AREA AND OTHER FACIL177ES SHALL INCLUDE ONLY NATIVE PLANTS IDENTIFIED IN THE BROCHURE "NATIVE PLANTS FOR CONSERVATION, RESTORATION, AND LANDSCAPING. PIEDMONT PLATEAU," PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVA7ION & RECREATION. 10, VEGETATED AREAS OF THE FACILITY OUTSIDE THE TEES, GREENS, FAIRWAYS, ROUGHS, CART PA THS, AND ACCESS ROAD SHALL REMAIN IN THEIR CURRENT STA TE (IF WOODED) OR BE REVEGETA TED AND MAINTAINED IN NA77VE PLAN SPECIES. THESE SPECIES SHALL BE SELECTED FROM THE BROCHURE "NATIVE PLANTS FOr CONSERVATION, RESTORATION, AND LANDSCAPING: PIEDMONT PLA 7FAU" AND/OR "NA 77VE PLANTS FOR CONSERVA 77ON, RESTORA 77ON, AND LANDSCAPING: RIPARIAN FOREST BUFFERS, " PUBLISHED BY THE VIRGINIA DEPARTMENT OF CONSERVATION & RECREA770N. SPECIES IDEN7IFIED IN THE "RIPARIAN FOREST BUFFERS" BROCHURE AS BEING NA77VE ONLY TO THE COASTAL PLAIN REGION SHALL NOT BE USED. MANAGEMENT OF THESE AREAS SHALL MAINTAIN THEM IN NA77VE PLANT SPECIES. NON-NATIVE PLANT SPECIES SHALL BE DILIGENTLY REMOVED FROM THESE AREAS. THE APPLICANT SHALL SUBMIT A LETTER FROM THE THOMAS JEFFERSON SOIL & WATER CONSERVATION DISTRICT STA77NG THAT THESE PLAN77NGS REQUIRED IN HAVE BEEN ESTABLISHED TO THE DISTRICT'S SA 77SFA C 770N. 11. THE APPLICANT, UPON THE REQUEST OF THE COUNTY, SHALL PROVIDE VERIFICATI0N TO THE SA 77SFACT70N OF THE DIRECTOR OF PLANNING AND COMMUNI TY DEVELOPMEN T INA T THE SI7E IS IN COMPLIANCE WITH THE SPECIFICA77ONS CONTAINED IN COND177ONS 9 AND 10 REGARDING THE LANDSCAPING PLAN. 12. STREAM BUFFERS IN PASTURE AT THE DATE OF THIS APPROVAL SHALL BE REVEGETA7ED IN ACCORDANCE WI TH THE SCHEMA TIC 77TLED "MINIMUM STANDARD FOR HOLE CROSSINGS !N 77-IE EXISTING PASTURE AREAS", DA TED JANUARY 15, 2003, AND PREPARED BY JERRY KAMIS THE DESIGN OF THE STREAM CROSSING ON HOLE TWELVE (12) SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE PLAN TI TLES "OLD TRAILS GOLF CLUB" PREPARED BY ROUDABUSH, GALE & ASSOCIA TES, INC., DATED OCTOBER 21, 2002 AND REVISED DECEMBER 16, 2002, AND SHALL USE A MINIMAL SIGHT LINE SUBJECT TO A MITIGAT70N PLAN TO BE APPROVED BY THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS. 13 IRRIGA 77ON WA TER FOR THE GOLF COURSE SHALL COME ON1. Y FROM SURFACE WA 77 R IMPOUNDED ON EXISTING PONDS ON THE SITE. 14. THE DAMS AND OUTLET STRUCTURES ON THE TWO (2) PONDS ON THE SITE SHALL EE REPAIRED AND UPGRADED TO THE SA77SFACTIoN OF THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS 15. THE COURSE SHALL SECURE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS APPROVAL OF A NA TURAL RESOURCES MANAGMENT PLAN. THIS PLAN' SHALL ADDRESS WILDLIFE CON.36, ' VA 77ON AND HABI TAT ENFORCEMENT, WASTE REDUCTION, AND MANAGEMENT (INCLUDING HAZARDOUS', TrRIAL STORAGE AND SPILL CONTAINMENT), ENERGY E FICIENCY, WATER CONSERVA770IN (INCLUDING VIA TER -USE REPORTING AND EFFORTS TO PROTECT STREAMFLOW IN SLABTOWIV BRANL ; r �vA, R QUALITY MANAGEMENT (INCLUDING RUNOFF MANAGEMENT FOR THE CLUBHOUSEAREA, M0," TuRiNG, AND REPORTING,) AND INTEGRATED PEST MANAGEMENT THE APPLICANT, UPON THE REQUEST OF. THE COUNTY, SHALL PROVIDE VERIFICATION TO THE SATISFACTION OF THE DIRECTOR,' OF ENGINEERING AND PUBLIC WORKS THA T THE SI TE IS IN COMPLIANCE WITH THE SPECIFICA 77ONS CON TAINEP N THE PLAN. 16. GRADING SHALL BE CARRIED OUT IN GENERAL ACCORD WITH THE CONCEP'77JAL GRAIL V-, PLAN TI TLED "PRELIMINARY GRADING PLAN, " PREPARED BY GENE BATES GOLF DESIGN, AND &A JANUARY 9, 2003. 17 CART -PATH STREAM CROSSINGS SHALL BE BUILT IN GENERAL A "CORD WITH THE DRAWINGS 'I-iTLE "WOODEN CAR TWAY CROSSING PLAN" AND "WOODEN CARTWAY CROSSING ELEVA77,0 "' 16. NEITHER THE GREEN FOR HOLE FOURTEEN (14) NOR THE TEE BOXES FOR HOLE FIFTEEN (15) SHALL BE LOCH TED LESS THAN TWENTY-FIVE (25) FEET FROM THE PROPERTY LINE IN THE EVENT 7HA T THE USE, STRUCTURE OR AC77VI TY FOR WHICH THIS SPECIAL USE PERMI T IS ISSUED SHALL NOT BE COMMENCED WITHIN TWENTY FOUR (24) MONTHS AFTER' THE ISSUANCE OF SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY' GRANTED THEREUNDER SHALL THEREUPON 7ERMINA 7E. FOR PURPOSES OF THIS SECT70N, THE TERM "C:OMMENCED " SHALL BE CONSTRUED TO INCLUDE THE COMMENCEMENT OF CONSTRUCTION OF ANY STRUCTURE NECESSARY TO THE USE OF SUCH PERMIT WITHIN TWO (2) YEARS FROM THE DA TE" OF ISSUANCE. SP- 02- 79 OLD TRAIL GOLF CLUB ENTRANCE TAX MAP 55 PARCEL 17B 1 AND 7171 AND TAX MAP 56, PARCEL 41 1> ENGINEERING DEPARTMENT APPROVAL OF COMPUTA77ONS AND PLANS DOCUMENTING CHANGES TO THE FLOODPLAIN. PLANS MUST SHOW FLOODPLAIN LIMITS AND LEVELS BEFORE AND AFTER CONSTRUCTION. ORDINANCE SECTIONS 1-30. J. 02.2 AND 16-30.3.03 2 ALLOW NO INCREASE IN FLOOD LEVELS; 2. ENGINEERING DEPARTMENT RECEIPT OF COPIES OF FEDERAL AND STATE PERMITS FOR DISTURBANCE OF THE STREAM CHANNEL AND ANY ASSOCIATED WETLANDS, INCLUDING CHANGES TO THE FEMA MAPS FOR THE AREA; J. ENGINEERING DEPARTMENT APPROVAL OF A FINAL M177GA77ON PLAN FOR REPAIR AND ENHANCEMENT OF THE STREAM BUFFERS j17-3221 THE MITIGA77ON IS TO FOLLOW THAT SHOWN ON THE CONCEPTUAL PLANS 777LED "CONCEPTUAL STREAM IMPACT M177GA77ON PLAN (LICKINGHOLE CREEK)" AND "CONCEPTUAL STREAM IMPACT A4177GATION PLAN (SLAB TOWN BRANCH)," DATED 6-05-03, AND THE STREAM -BANK TREATMENT SCHEMATIC 777LED "ROOT WAD DETAIL" RECEIVED BY THE ENGINEERING DEPARTMENT ON JUNE 9, 2003. THE EXISTING LICKINGHOLE CREEK BRIDGE IS INTENDED TO BECOME PART OF THE TRAIL SYSTEM FOR THE SITE, BUT IMPROVEMENTS OR MODIFICATIONS TO IT MAYBE PART OF THE FINAL MITIGA77ON PLANS; 4. THE LOCATION AND NATURE OF THE CROSSINGS ARE TO BE AS SHOWN ON SHEETS 3 AND 4 OF THE PRELIMINARY ROAD PLANE DEE 777LED "OLD TRAIL -WESTERN AVENUE (N-S ACCESS ROAD), " DA TED 5-10-03 HOWEVER, THE LICKINGHOLE CREEK CROSSING MA Y BE A SIMPLE SPAN, OR AND ARCH, WITH ROAD AND FILL ELEVA77ONS LOWER THAN THAT SHOWN ON THE PRELIMINARY PLAN. THE ROAD PROFILE SHOULD BE AS LOW AS REASONABLY ACHIEVABLE; AND 5. A PLAN SHOWING ALL AREAS TO BE DIS77JRBED DURING THE CONSTRUCTION OF THE SLABTOWN BRANCH CROSSING SHALL BE SUBMI T7ED TO. THE PLANNING DEPARTMENT. A PHASE l ARCHAEOLOGICAL SURVEY SHALL BE COMPLETE IN THOSE AREAS, . AND APPROPRIA TE MI TIGA T10N MEASURES SHALL BE CARRIED OUT AS DIRECTED BY PLANNING STAFF, PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THE SLAB TOWN BRANCH CROSSING. IN THE EVENT THA T THE USE, STRUCTURE OR AC77W TY FOR WHICH THIS SPECIAL USE PERMIT IS ISSUED SHALL NOT BE COMMENCED WITHIN TWENTY-FOUR (24) MONTHS AFTER THE ISSUANCE OF SUCH PERMIT, THE SAME SHALL BE DEEMED ABANDONED AND THE AUTHORITY GRANTED THEREUNDER SHALL THEREUPON TERMINATE. FOR PURPOSES OF THIS SECTION, THE TERM "COMMENCED" SHALL BE CONSTRUED TO INCLUDE THE COMMENCEMENT OF CONSTRUCTION OF ANY STRUCTURE NECESSARY TO THE USE OF SUCH PERMIT WI THIN TWO (2) YEARS FROM THE DA 7E OF ISSUANCE SANITARY SEWER SCHEDULE MH-MH BEARING DISTANCE PROP. 34 TO MH 1 N16 2952"E 116.04' MH 1 TO MH 2 N59 23'22 "W 258, 08' MH 2 TO MH 3 N284548"E 65.29' MH 3 TO MH 4 N4$ 51 '05 E 84.71 ' MH 3 TO MH 5 N583528"W 51.70' MH 5 TO MH 61 N41 °13'38"W 219.96 MH 61 TO MH 62 N1931'10"E 109.57 MH 62 TO MH 63 N46 41 '52 "E 189.57 MH 63 TO MH 63A N59 59'0f E 108.29 MH 63A TO MH 64 N42 5449 "E 120.57 MH 1 TO MH 7 N25 2929 "E 172, 77' MH 7 TO MH 8 S632345"E 77.69' MH 8 TO MH 9 S67'00'48 "E- 206.38' MH 9 TO MH 10 N23 4248 E 185.98' MH 10 TO MH 11 N5038'10"E 152.64' MH 11 TO MH 12 N3955'05"E 163.00' MH 25 TO MH 13 S39 55'05"W 201.50' MH 7 TO MH 14 N58 28'19 "W 149.87' MH 14 TO MH 15 N39 52'37"W 54.86' MH 15 TO MH 16 N4871'37"E 214.63' MH 16 TO MH 17 N4537'35"E 96.14' MH 17 TO MH 18 N3808'30"E 130.66 MH 9 TO MH 20 S67°05'54"E 137.49' MH 12 TO MH 21 N50 04 �55"W 203.37' MH 21 TO MH 22 N45 56'47"W 99. 08, MH 22 TO MH 23A S56 40'40"W 54.44' MH 23A TO MH 23 N59 4539"W 68.61' MH 23 TO MH 24 S7638'02"W 39.44' SANITARY SEWER SCHEDULE MH--MH BEARING DISTANCE MH 22 TO MH 26 N24 5225 "E 97, 75' MH 26 TO MH 27 N20 05'20"W 76.16' MH 12 TO MH 25 N52 56'40 "W 140.17' PROP. 33 TO MH 28 N00 07'12 "E 8Z 27' MH 28 TO MH 29 N61 '11 '14 "W 152. 05' MH 29 TO MH 3O N357349 "W 151.37' MH 30 TO MH 31 N46 08'23"W 133.93' MH 31 TO MH 32 N38 08'05 "E 177.37' MH 32 TO MH 33 N3933'15"E 284.85' MH 33 TO MH 34 N4023'29"E. 190.73' MH 34 TO MH 35 N06 41'36"E 152.49' MH 35 TO MH 37 N28 21'47"E 139, 01' MH 37 TO MH 38 N0537480E 162.54' MH 38TO MH 39 N3431'09"W 114.92' MH 39 TO MH 41 S89 08,11 "W 113. 44' MH 41 TO MH 42 S4139'19"W 15Z45' MH 35 TO MH 44 N12`15'01 "W 54.44' MH 43 TO MH 44 N6476'05"W 59.28' MH 44 TO MH 45 N5004'55 "W 261.41 ' MH 33' TO MH 46 N49 43'49 "W 136.01 ' MH 46 TO MH 47 N5372'15"W 283.82' MH 33 TO MH 48 S5479'06 E 52.16' MH 4_8 TO MH 49 S82 4626 "E 89.68' MH 32 TO MH 50 N5151 '55"W 104.96 MH 50 TO MH 51 N712622"W 340.06' MH 28' TO MH 52 N28 4846"E 186.52 THE DIVISION OF THE LAND DESCRIBED HEREIN IS WITH THE FREE CONSENT AND 1N ACCORDANCE AND W]TH THE DESIRE OF THE UNDERSIGNED OWNERS, PROPRIETORS AND TRUSTEES ANY REFEKNCE TO FUTURE POTEN71AL DEVELOPMENT IS TO BE DEEMED AS 7HEOREr°CAL ONLY. ALL STA7EMENTS AFFIXED TO 7HIS PLAT ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE. -------------------- OWNER �rAGE�N,T� ,/ r��� �r r� �y�+ r h T Cs OlY.L MOA //' 1� A L 1 SL t.s'11 Y ZA c"®U11TT.Y DF . . . .�.,�' Flo WIT: 1, A NOTARY PUBLIC IN AND FOR THE COUNTY OF ALBEMARLE, 'COMMONWEALTH OF VIRGINIA, DO HEREBY CERTIFY THAT EVERGREEN LAND COMPANY WHOSE NAME IS SIGNED TO THE STATEMENT OF CONSENT TO DIVI,'SION HAS ACNkAl,.7WLEDGED THE SAME BEFORE ME IN MY AND COMMONWEALTH AFFORESAID. GIVEN. UNDER MY HAND 7741S DAY OF ___2003 NOTARY PUBLIC MY COMMISSION EXPIRES A L SECTICN A -•A STRIUCTURE SIZE AND WALL 7HICKNESS VARIES Nolul 1. STANDARD SL-1,MANHOLE SAFETY SLABS SHOULD BE REQUIRED AS PART OF THHE DRAINAGE DESIGN FOR MMNHDLES,3UNCTIU BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHOULD SEE B' TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BDTTODM OF THE STRUCTURE. . 2, THE COST OF THE SL-1IS O'NOLUDED IN THE STRUCTURE, THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EWH STRUCTURE ANO THE QUANTITY SHOULD BE NaTED IN THE REMARKS COLUMN OW THE DRAINAGE SUMMARY. NO ADDITMAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTMUTED FOR CAST-14-PLACE STRUCTURES. 3 AMRS WHERE APPLICABLE. STEPS ARE TO E SNNN ARE TO HE TAGGERED ACCORDINGLY.OM ONE STRUCTURE TO 'THE OTHER 4, SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST, CAST-IN-KACE CONCRETE TO BE CLASS A3 (3U(XI PSI), PRECAST CONCRETE IS TO BE A4 14000 PSI). RENFORMNC STEEL TO BE IN ACCORDANCE WITH AASHTO M31, 5, ACCESS OPENM MAY BE 30' DIAMETER OR 30" SQUARE, WHEN STRUCTURE WtIOTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIEOTH BY 30" LONG). 13 BARS Q B" C-C TYP. SECTION 13-8 M SEE CAST IN PLACE DRA444S FOR FURTHER DETAILS g" 1 5 BARS 0 8" C-C TYP. TYPICAL PRECAST UNIT ECRENCE" ETYPICAL CONCRETE SAFETY SLAB. REFERENCE 302 FOR DROP INLETS, MANHIOLES AND JUNCTION BOXES VIRGINIA DEPARTWWENT OF TRANSPORTATION iQ6.14 s X D- NOTE 1 T%WT TO BE ` H WITH MORTAR �i DO NOT BEVEL NOTES% L "HI" MAY BE REDUCED UNTIL "A" REACHEI-11 A i NNW. N' iX 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO 'j, !:4,NLL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, DITCH SLOPE, OR .''ilfY 4., :tiiR. 2. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3. ALL CAST IN PLACE CONCRETE TO BE CLASS A3.FOR PRECAST SM SHEET 101.02. 4. THIS STANDARD TO BE USED WITH STRAIGHT O I S81NG AND ALL SKEWS (0' TO 45' ). S. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WMX A CONFLICT WITH INVERT OR WINGWALILS OCCUR. ,,. W-1 ENDWALL FOR CIRCULAR F~ITp+_.-..•. �- DIAMETER OF PIPE CULVERT 12" 15" 18" 21" OR 24" 17 [r 3)" OR 38" A 0-6" 0'-8" 0'-9 0'-11" T 0' r-0" B 0'-tv Y-Y' r-3„ 1_6„ C V-4" 1'-7" V-9" 2'-2" 2'-6" 2,-9" D V-0" V-3" Y-B" 2'-0' T-5- 70" 3'-9" .aa_-'•:,M L 41-0" W-0" W-O" 0 0' , 0'-ti'4l' 0'-2" b 0'-1"' 0'-f/4,' 0,-Slix' 0'-2" O'.211/1 CUBIC YARDS OF CONCRETE CONC. PIPEI 0.2411 0.482 0.697 1 1,319 1 2,067 2.947 C.M. PPE I 0.257A 10.321 10.7391 1.398 1 2.198 1 3.145 1 -x EW-11A 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. ON SHALLOW FILLS WHERE ENOWALLS ARE 1'OR LESS BELOW SHOULDER MLANE TOP OF It1E ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE 5THE OF THE ROAD. 9. F4" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-1A I ENDWALL FOR ELLIPTICAL PIPE SIRE OF ELLIPTICAL PPE CULVERT (SPAN x RLRE) 23"04" 30"xWl 341142" 381144" 421147" 45"49" 49"02" 53"x34" A 0'-B" 0'-9" (Y-10" 0•-11" 0'-11" 11-0" T-0" 1'-0" B T-2" 1'-5" 1'-fill 1'-8" Y-9" P-10" Y-IT, V-11" C Y-B" 1'-11" 2'-Y' 2'-4" 2'-5" 2'-7" 2`11" 2'-9" D V-2" 1'-7•' 1'-toll 2'-0" 2'-3" 2'-5" 2'-B" 2,10" F 0'-8" 0'-8" D'-9" O'-9" H 2'-Toll 31_3" 3,-7" 3',W' 4'-0" 4•_2" 4'-S' 4'-7" L 5'-5" T-2" 8'-6" 9'-2" 10'-2" 10'-it" 12'-Y' 12•-U" S Y-1P' W-5" T-10" Y-2" 3'161. 3'-9" 4'-1" 4'-5" a O'-2t/2" 0`-31/4' O'-3%z" 0'-4" O'-4%s" 0'-04" 0'-5' 0'-St/z„ b 0'-2" 0'-2V2" 0'-2)'4° 1 0'-3' W-3t/E" 0'-3Y4" 0`-4" 0'4Vt" CUBIC YARDS OF CONCRETE CONC.PPE 0.502 0.855 1.238 1.500 1.811 2.101 2,512 2.801 RED" STANDARD. ENDWALL FOR PIPE CULVERTS 12"-36" CIRCULAR AND 23N14"-53N34" ELLIPTICAL PIPES 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 SHAPE TO BE EtII-R.2A I BEVELED WtrH HOTESt I uOarArl � 1. FOR TABLE OF WLENSIONS AND VOLUMES FOR e CIRCULAR'PPES (STANDARD EW-2)SEE SWEET 2 OF 3. ! 2. FOR TABLE OF OIETSIONS 1ND YLMEgg Epp ELLIPTICAL 1 J U ! PIPES (STA DARD EW-2N SEE SHE 3 OF 3• .I--,�.+--•--�•-.-- � � 3. THIS ITEM MAY 8E PRECAST OR CAST IN PLACE. KI DETAIL A #• ON SHALLOW SHDU�; WHERE ENDWALLS ARE Y OR LESS BELOW DER LNE,THE TOP Of THE ENDWALL 4 SHALL BE CONSTRUCTED PARALLEL TO THE GRACE �- OF ROAD. 5. ALL CAST IN PLACE CONCRETE TO BE CLASS Al 4 DO NOT (0 (,_ FOR PRECAST SEE SHEETS 131.OB AND IO1.07. BEV f 2 04 DEFORMED V' IMIER t 6. IN NO CASE 9HAi! TOP OF EHIDWA.L PROJECT ABOVE FILL CRACK CONTROL SLOPE, DITCH SLOPE. OR SHOULDER. BARS I 7. THIS STANDARD TO BE USED WITH STRAKHT CROMMS 30, AND SKEW ANGLES TO 151. IL A DETAIL B B• r°FEROBID PER YAOR CROCK RD CO CRTEDT , INCLUDEDw 9, FEADWALL TO BE BE W Kp AREAS %JPT WHERE A CONFLICT WITH YAtEAAT AJXi WU(OS(ALS OCCUR. 10.BEVEL EOCE 13 REQUIRED ON THE NEADWAL.L AT THE 91LET END OF THE CULVERT (WHERE THE FLOW ENTERS THE IAA BETEITHER SQUARE EDGE OTBEYEL EDRNGEv ,THE CULVERT 11.L 2 RWLAY BE PROVIDED ON ALL EDGES AT PLAN e---'I 2 **4 DEFORMED CRACK COW BARS D-CIRCULAR PIPE Y5 y). EW-2 s• t S-ELLPTICA. PIPE . STUD EW-2A 1t t If �.,.M.•--- ,,� `t � 1 SECTION +A"A r t I• •. f;l � S F SEE DETAIL B END ELEVATION SIDE ELEVATION SHEET 1 OF 3 SPECIFICATION REFERENCE STANDARD ENDWALL .FOR PIPE CULVERTS 105 42"-9611 CIRCULAR AND ESQ"x38"-106"x68" ELLIPTICAL PIPES 302 - VIRGINIA DEPANiMENT OF TRANSPORTATION F1.03 )TT R• coli NS z No, 35791 , S-ln? AT. EvtZ z cn '~ 25 o O > ID E _ W Nro +� W a lu > Lf) U) w°=fu m U z p CID4W zow u- U U O pvwo .�.+ z 0 � UU U _ = M L U) W W F- -If 'T w _j al O U ~ O w w > � FW- . - w w Q a � ., all 0 O s CG 0 O w w w H o0 _ Q C:)O > �0) of 0) > ID DATE a.+ 311104 DRAWN BY B. COPELAND DESIGNED BY B. COPELAND CHECKED BY S. COLLINS SCALE NONE • U) Z JIM O c� 00 Q X in z a 0 O �F _ °(D 0 �� z 0. �0L° H c-41 1 > F_ ` L O 3 a Q 0 o " Z Z-� a 3x 0 J01:)_c W U U CY _ 0 o i O Q L U. � � ° aC 41 ca O a 41 W E o H uj C F C (L A � U I- I o V) WZo z _ �-0 H 0.0 = Z >, t o tD 41 U 0 L 0 y O •� U O U -N x � tD 1 +• C) O C .N -rs E a > U 0 ra � U v c a.. 0 i 'o JOB NO. ° C � 66360 ° N ° ° 0 SHEET NO. 1-a L_ 3 OF 30 0 I I - � I I I I � I . . I , I I I I I I I . � I I I � I I . � � I � . I � I I � � I I . � . . I � . I .1 I I 11 � . I I I I I I I I . . I . I I I � . : - ­ - - -- ,- - - ­ - I 1. � I � . I . � ­­­­1 I ,� I I . � , I � I � � ­­ � I 1-1 , , 1 ; � " . � I I - , 11, 1, � I I ,I . 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S 1 5 :52 - VDOT ''� - -t42 3 5 :22.5 BEND ��--�- _ I Oo 20 DRAINAGE 0 I _ °4) . :' ::*. _ : X EASEMENT ; ti w , No, Y i - -�\� . 1 0 20 3i , `•'' C s I/ j 1 I q o _ - i 1 20 DRAINAGE - :'�.,,: 3 _ / Sl ° ;' . o . 6. I � 21 - "2xa _ EASEMENT f X :%` ` � Co a , ' _ _ _`' ::':' a f1 j. II _ ,v - y .� _ 0- - 1 L 3 E `�� SH ET NO a , i aR• •-�-v�i1:� I I �; Zo 3zII 6 OF 30 ar ter., 20 21 MAT l F ` `' : _ ' `-r-M, AEN� hr MAiTCHUNE SEE SHEET 7 L c # e '' i t i y` sue® ? 'y i �!! • - ��� . , - 0 - I - . -- LtJ tJf[HllYH taG 31�: EASEMEIV T r., r4 �.`\\- 1 F::/ - .`� ; ,:`' .i0 0 1+ ., ---- __-_____� _ �'-��'',,: ' 20' DRAINAGE oF 20 - _\, 211E ENT!1, - 21 0 1 1- . `f -.. . - - x V .. + Fi , ! _ �`� -�. ` - 318 h° , V OH COLLINS- , I-,., , " +--, R No.35791 ,� 5" 11TIL1TY pJ� 2D 20 \�. `� �, + Y�_ 2 21 ���\ .� EASEME �f N ! CLAUDE H. & PATRICIA C. ,SAUt d �` e - - ..{� v.� f = /..`::�:' �.. . 1088 KILLDEER LANE rA , l l r�4q i _. _ i O [ ; ' --� AIAT%1FILIlII B I o 21 UN \ EET " I '\`�-'. MAT%1FlUNE SEE SHEET $ TAX MAP # 055000000070DO 1 x o 21 / �'S is = . - ZONING: R2 eside tia - �. �i, O R n I I p AL E / q N a . G��ji 104?3.!D 20 h t �`'\ I ' 322 : • `\popoSL_ __ o WII� ''� •._ _ 509 075 C SVAR.A RE /_�- 8 TEE I9 U2 ~x7�wER TDRAINAGE- SMT s� `\ I 3 3' z.. . ( 17' I'. = 9I'' :.. ' _� - Q O 321 r +5g 41 ••-3911354 7 I- IT `�\ j Vaf? W/D TH i o, .� . ' , x :5\ Z Ctt + 3. 0� ,1142 46>''3 rn c I o T :, � AINA-GE'•ESM Jl o 0 _� ; _ : o .. --- . _ , cbI a f r h > T �° 1 - - I ' W 4 i 0 ' �J � •- : -18+45 09- . : 39Z0926. t 4 4 `'� ' 32 / / w I- N I I -�-1 i • I 00 L 11422377-.17 'f i � N ¢ 3 :1 '�, _ _ " /;l �` � �,` 20''. IJTIL;I TY % a w > 1., - � v _ v, I- �. o + *� - ; EASEtiINT ' w Y , _- .: = 1:' \ 329 �`'. : c , - - <L N � F- F- z -� r O ¢ Y' i �- r . - - +' o O \ �� 2 "�� � W LLt 4/ STA 12+8f.97 N 3911510.82 w i "s -- - 2 8'�f8�'','•TEE �X\ 45.00 L E 114 97.97 cr r. I fa at, }. .._„-_ ` jf�-.--, - ..-- ,.,�\ � 3 8 h 13 225 � � � x � L. 1. ��,1 . ,. j . ; 11 1�, I , I i - i I � I �, t. OMPLETE ��' / 1. - o 00 i- 1 sr - 0. O . , . L . -•'•.. -- -- - -. - �tYo H •X . - . -_ - + -... ASSEMBLY oC IRE YD. 0 F / __ -_ -_ /O o i. ASS L Y 2 8 zz - y _ 8 "X6 TEE o / 50 - s` _ q Z �, O �_ j - o J = - : \ . VAR. WlD TH ___ _,__\_ cn u, U U u (A �:• V T L ' WlQ M7 . INAGE ESMT. _ c M i RA - - - _ _ _. , ,,- _ �° ." - 8 x8 TEE ,,- _ -_ �_ _ - -- =a . - - c •, -. �' �. '� �'� + - _ o w w /� o - - _ !' - - . J COMPLETE 52 '` / _ _ z co m m I _ : --- - ) �\ �' o \�- - can - s \� \ FIRE H 1'L7. 52 '' > ,-r w Q Q f Y �x 7 �� ,../ � MB' _ A-S h _ _ '1 to �. 1 _ _ O 0 .s•. c • � W LLI ` LlMI TS `OF •- �� - '- - - ' - c a'6 - EE ._ REAM - x 100 STREAM = 'ti �\ _ : TA 'f+64:60 -391'�231.V9 r = 0 to 0. BUFFER: � �T _ _ _ _ _ - J ` / 1 �7 , . ,, w w I - r l .00• L 1142 632.45 F Qi i o 2 _ - WOODSON, DAN R xw l �*•� r m x : '. '_ COMPLETE P o aox 245 v; - - \ KY - - - I k ' ° - ®' o l '----_-__, - = , - yr , - • -' r \ ! 50 0 - FIRE HYC1. TAX MAP #• 05500 00 00 069 = w o o l •. o ASSEMBLY ZONING. R2 Residen tial p t17 LlM/TS OF . �` T �\` `� : - `- 79x sr �G ' 8 X6 TEE 4.300 ACRES 0 ce Y > 100 YEAR. -_-_ _ f \' _ \ r FL OODPLAIN ��" \` d� �'r't G. V. o ,� I - / 4 ti / , - „ s, ;, .. . -1i f : o �' " 2 :. ,�� o/ .� N �� .� �,,, - 8 X4 REDU E c /, � ' _.r a axe - , , o q1 ,- _ © // > -\ z4 - E h ,. '._ - - `` ` \` o O S Y 1X w .. - ' 8 1 - 61 2 L� - - /- �`\� - - - - - fir,...-,•"•' F-d i _ ._..:_,\ VAR. WIDTH -= - __ i.,, _ - ,! / ° x 20' DRAINAGE 0 w oIt s ---__ N VR.-1MDTFi _:_ _�_ __ �" 2j o _..,,_ ASEMENT _ AINA I TENANCE I _..__ _..- _.. o _._ ._ _ . .,i\" ' •,_ �� E Q - �" o MAN � �-- _ _ _ AND VEHICULAR - - UITILITY wY_\ -_ x - _ EASEMENTT '\: :__\. __- x . - .".�.. ,� o f, 2' ti .�. a ENT _. - - ... - .. - .. , \ \ .... _ + -- - - - - -- - - - - - h •_ - - .-._-x _- ��- - , - , --•... q _ - _._ ::-...�� ,_ d__ , - �-_._._ v_.-:-�.. _ �,, ` � � � � � ACCESS EA ° 611 ;, _ c8'-. o� f -- k 11.25 BEND cn Qr1 - - - a -. --nL-IT-. r1 ,� 7 , �, - � DATE �', � �� r• - � .. - -_,'--__--_-_."_'__"- -" -t` _ _ _`-:2.- •1. i __ 60 22.5'BEND G�1 / - ". `- $-- -DIP\..'.Vy/L '• ••-.� . �,, k_ ,, _ 8 . -DIP" , {'�/L 1 50 EAR It9EIYf:`. :\ '•. 12'- DIP• .! /L • : - (CLASS- - 2) 0 .�+ ENERGY DISSIPATOR /. _ SS:2- o (CLA ,_ I : t >- CLASS I EC-1 RIPRAP: % r: ; cLASS :,52)' ` \ ! i _� 61 �+ o•ox SLOPEI.�---;.- -J\7'- -19\ �7.0= - _ i1.25' BEND t/7!311104 \rt - ---.. - .+: �L, 4Z . DRAWN BY ' : _ :Ot L t- 42- L=10, WI=5, W2=12 _ ~` x - 4 EN _ 09 L1Ml TS OF TA 1 84:.12 ;=39f0818.37 _ _ - . \- �: :: _ _ .i 2 DEPTH W/ FILTER �� zs - I 1 0' f 269 .5 60 RDG 1 QD YEAR I - 0 0_ L. fi 4. %� AYMENT , %% 1 FABRIC UNDERL �., / - o STD. ES-1 OD PLAIN ' S1TA t'97_?q 79 -J9,10614.0 / ,� VDOT TD FLOOD F Y" /� / J f J 2s�2 58 , -1\t42 t9. "/\ DESIGNED 23 E BY 9 �J // x 60 4 DIP �2' --i4 Ss- "'92 \CC o © o f jo - (-rya,-. �t - x� 7 o / Y q - x v - - .0.: 2 C ASS x #�+ 7 ( L e A A •�. •-391164' 8 2 DR /� =z _: r 16v • t 423 2. EN - _ _ EM - AS E (I� _ - --. ___ e z��,. CH EDBY ``1 I �j Ol 60 _'a 8 �s ` 502 f _ X - __ __ _/ •ac r - //JJf -0 . ., / - - -. \ �`' IIV 6E -.• o � � - '•. ' --. --- - _ - •--. --" - _ -.. •'.---\ •2(1'-DRA �\\ - E - - .3\ o �• _ ,V- x t _ o,... ' y t -- , .. EA �`� �'--: - o �.' - •... --- - \ .. ` - . "- - . _ - • . � :• . ; STA\27+.48.5,�' - 39 y061.10 .1 :...�� © - _ f . --. -- -- - -.. .. _- SCALE - �` � oc� - t - 1 42 � - • • - 6 ' \ 12 x 12 TE rr " 8 x n 3 N 1 ✓� ` r 3 12 G - I- s • 1 - 50' STA 22+87.84 39.1073.55 -- ! r' / ,. ;� 0 2 _ - � - �y o >• 3 R 1142 .82 f 3D t r fi.;,; A - 0 �" q 6` Q DtRAI - �\ �� z T J , J - `' T 25 , 22 S A + 0 N 39 1484.78- s r UTILI \ d �` �. / o / 0 i - . / �' \ _ 3 �1$. E ENT \ \ i ID r s. p - °J n �r Y r , r 'y 11 _ - / .. - , • - _ - .. - .. _ _ • - \ - : - _ - -_-- - .:� - -' •� ENERGY ;DISSIPATOR �-� \ \ p_ _ _ _ 821 '. 3 h \ 131 83 ` LA, 0 U.TkLITY r _ 2 _ 1- - - C S II RA SL >` ry 4, / - f .: r..,�.� / - � � . _ _ " - . _ - - . \ l -. , . , � � -;2' -DEPTH W/:.FILTER FABR C k r 36A c` \ ., . \r ,. ,. / ! E SEMENT F , . ';& >; ES t;: '` „:... , - STAi28+86.94 3910973:18 8 UNDERLAYMENT.. VD / . • _ 1 D, 00 R 11422$ 3 5 - W� . Ws30-' ' ��$$Q,] } - -� - '- o - o . - - - - -_ - � 8- X4-_ - - E o , , , ,+' - �vIl,.: .:;._,-�.+..'. �'p: ,'. ' 0 , L' 12 � W,=6 -,,i ti t V.S`. A:16 r.63 if N 391164 5 : /X_�-- _ , - - _0o i Yl / �� \ 4': V;" sTR `,'zot : L=$' W,=y ,. 39 N v �� " ,. E 114231 N _ .'- �_-h s ` F - I �. - _ _ � .... 31 12 G..V6 . - - . . � . . . . � . , / J, :: - - - a. c} r o 8 G N N 2! � .. _� -, �. _. - --. �� :r c� Z _ a \� ,F !� 8 1 rk%�$ V L ...... '3 I / C. COMP. 3 �•• t ,... - ,' � - .'STA 5+48.i4 / I - 141 r / :•x :'. "-:` a 1 39t1547.9 - F>�E -HYD. .-- - x -' :: - . _ - - 0 J c a o s =` • ... S A2+86. 1. N' 3g1.f31 3 11423t8 .04 x oQ VAR...WID.TH- - rrSSEtiteL\Y x sl 0 83: �l,. a /h DRAINAGE E -_ESMT { `1 t 1 23 7 50 B. O• v "- .-..-....... . _ D A 0 E 4 , Z „ VAR: WlD" \_ R N :'. o s o x - :,\-:' (_ -�, o J2 X6 /� - - _ _ DRAINAGE SAKI T. }2 R , :: ;° -- --.. -`�.- --- ---- --- ---- --. .. fox ._ d c l__, 4 45 hh� N Y 1 Y 8 3 J - i - END r P W � Q c 2t. 12 DI L TA 2%2 .87 3�105 _ A .: 30 �_.._ -- ._ � ,,_, 1 "'.---+-"-:- _. VAR. fi F0 .� W/ 0 1: 4 R f 422769.14 LA S 2 r /. /> ,. S� 3 y. r z o v / , �' ( _ v x I: ESM 1 8 TlL TY' S 22t 25 391039Z6 :� Op � r TOX / ;f` 2O UTILITY RYALLS, L�RA $' F-+ a = 39 0 R 29 11422856.4 - - . - - 0 1 O STA v 12 DIP 'W _ / EASEMENT !;^ - -•• -' - j//--- L� 902 HA . _ , . _81 h A 29 40.-01 '. 391 G7942. 76• . o;� 1 �02 - TAX MAP ; ' ,_ ,_ 20 UTILITY ' - (C,A55-:52). - +\-. /. /��.��...�:,.� t sf =:; : \ i 4$' h 83EMENT l _ :', :� 10:DO'-R 1142_�3005:8 423308911767 I 0 3 EA SEMEN - \ - .. _ ... + - . - - . x C , • ,• - \ 813 1+p0 ` t2k0' 0 20' MAINTENANCE ZONING. R2 Residenti o w r M 7QXP N �\ $t pg D=- AND VEHICULAR 0.51.0 ACRES, _C a q �- �'�;/,,-..'-.."-.�'.-�����LM�E-NT..'(T--Y-.P")-�.�,:I+oo - , 0 -' AtD ego 3 ti18. CCESS EASMENT `, U ce 0 z �, o iD0 STREAM - q ;_ -12 34 . R. WIDTH A 20 TiL1TY BUFFER AND / • - - . - - • . '. ". , ` T YP • ) v co :. , .... ' :.w :_, :_ =' " ti- $ 9 :'." ; SEMEN O v o :' .: s/. e \� o .,::(�R INAGE, EA?,� v GREENWAY =`� `\ : 810 8 4 :` ' 2 f� AIIVA- .. - V . -. \ VAR. ;:WID Hai +80:4 N:3 n t 6.a - , - -_+ : TENANC 0 •� PRESERVATION - :i �� Ca _ �. '. ', ' . ', : ; , .' ' '..' '' ,� COMPLETE o k D NAGJ %� 4731G5 0 AREA -...-..\...... _ _ R _ _ 5 'J ' '+ . :. 9 ' ' ' A I. RYALLS, LARRY WAYNE O ' p"�I _j � - -_ `�. �s E FIRE HYD. - : - f: i . a' a:!,_ RA SU :. - / a� + _ . ULAR ; Lo E SPENCER 5 X5 .UTILITY > \ ASSEMBLY : •'. t2 �lP'- p ', ; , . �. Q L • • s-/ r \� 2 84 A. . '., •. '--..'�---.--\-_^..----.-_-. •-. -- - --. 12X& TE ---.'-- -- - LASS-52.,•- 9T HMEN �,� AA LN S S f-R OSEt7 - 391D237,D5--------'-------\-\-• - - - - - - - � • . . , ... • .. • -- - - - - - - - - - - - - - - -- -- " - - . " , - .. E SEMEN,'C _ TYR... - - - . -, - .� �,. . • � . , " - ' + "- - ' - - -- -- -.-'--- -. -.:-• ( - , . .. >� . '. -\"- "- -.'--.-,•-.-'. `-"--- =.-',+- -. `-_ --- "-�-.-'.-- -- -.--. � --•: `- "-�"- ' - " �+ +" Ax AP #• w � ._ f -- ,�7 .. ��-.r_ _ I _- i \ - - O( - - - - �.. ) �" 0 R SENT M,;. l4�'�983 .�l? ; - : " - " : - " ' \� ,E ` 05600-00-00-00800 /� CGt +� - �` ' , - a I o �' \ ONiNG `.,, X Z R2 Residential o\ k -,: c 39 1 2 45'CRES : L�1 END . - _ 0 480 A Q }�/fD 'j'�/ ..y - I O O - VAR .. .. •. ,.. ... -.. -- '� •_ .. ., -- --- �..:_. -- -_ -. ,. \. ", .:+ x� -•- � ,,��// m _' \ : _ _ r B ND 1_L H E UTILI TY -SA T..:. . --_. 67 • . 82:? STA24 91 39103 4. ------.. U c _ 8 41 2S w \ (i) 0� 2 86 R 11422 89 0 -+- - - _ .... -'" . �. '- - ' • \ . �. - -, "\STA 14+82.94 - ' - -- "3910931: 48- " • - - _ O .,'' , , , •'.',,•. ,-, , - -- -- _--•' -_- :--- R 49 .__ ! J c.;, } F_ = a 0 oko 26:5q 3o9�a4 �D P. LET£" :;2 .�? TIE : - : 84 + ---'` �' v 20"..U-TILI TY - _ F/ Yp _s --- - 0 ` _ .. �.... _ - _ - to �, BL+Y-- ' x .aSEM ; �, o /.. •...•-- 02 12 45 _ Z t 8 --� - R _ r % Q 0 00 - - J _ Fes,-...._""� O k : " -� STA26+92:61 • ' • 3910487. 5 �. •. -,'. �. •. •. �•,'• '• '. - 'I • '. `•. •• -- "• -_`-. ---- -- -, �.: -. •.'-. �----'_'---`,.----\--: --`.'. -. +� -- --' - ' • - - - _ - - �.. - _ "'°" 10;00'. R " 11423,079:58.. , _ • Ol �" _ _ 0 Q � _ .5 - S .... .-. . . '.: •.•, •-.'•,: •,',- •.. : ,-.. -- -. : •\. 0 12 DIP W LL 8 0' '..•, ___20-„-DRAINAGE ____ w ti co I 2 45 BEND `' - - :_ ... • . .. .. , . ' . , • . _ ._----- oo- - - -- -o _._, -- - - FBI __ 0 ---•--'- _ - _ 0 0 _ _.. - �/ _. - _ - - ISi G• . . X _ .- _ - -- - 00 � (CLASS 52) . _ ._,� ` `�--� � E�.SEM � -~ p "� � .�-�----}______ 1 0 >, c 1 J. 5 BEN e VAR. !MD� - - - _, _ 2T ,_ J_ - �, - _ _ - - _ _ - ' - '° . INAGE _ESM . .. . _-- `fit v"�"� _ ..� - _ -�--'`'.' _;--.--�.` r o DRA I� i� _.� , I` � � L . • ^� - �� INTO EXl n = - _ -- -- a� 1. 1. o _ -.- - - 14 __-w- - ___ - . - " " - - - \ ... \ \ .. , _ _ - ' ...�._ �,�oD__,_\_______..---�-M-___________-____------- -- AlN GE` _ __ _ _ _ 'W L WI TH •J2 X12 V m � 30- -DR . A - - IyE %' H T _ D -�� _ _ - - _ -EASEMENT �. � - _ --_ -� -'""_ - 0 _ _ SE ENT _-- _ �____ _ v_----- � ___- _ - _- - - .,.�- � � _ _ _ - - - , _ _ _ RIPRAP BASIN ENERGY DISSIPATO 09 E, 12» T. S &V -__ _ ¢" __--- - _ _ -.. _ ST .} W/ STONE LEVEL SPREADER. - v j Op ---- - �'� :Z`Vt ` - S 19 ZOBRIST, DUANE H OR SHARON A I _._ - - _ _�lJ. - _ -- - '- - - _ >. _ - _ _, __ �.__ -J� - _ -, _ - - - - - SEE DETAIL -SHEET 24 5864 CATNAROSS LN JOHNSON, DON M OR DONNA F 0 MI 9 T �- `� . - _ _ _ _ _ X S 0 L & PROFILE -SHEETS 18 & 20. TAX MAP ,¢� 05600-00-00-01200 1 ;.. E SC #1 STATION PRO EETS 88 HADEN LN :_ _._.. _..._\ - . - I 1 _ r- - , , �. �. - - - - - _ - - UTFAL TAX MAP ' : 05600-DO-00-011BO v - , ZONING: R2 __ __ . _. - __ - _ _ _-E�'ISRNG-12" 27580 AC ZONING: R2 Residential a o ' ;-EXISTING DlP W%L _., , \ + OS_ W/L ESMT - , . I J36 A S p `t I ff .-1. _ .,.... RES 2 CRE � 02 90 0 90 G HIC SCALE ---- " M0YER, JOANNE L G FAMILY v RAP 0 °' _> 1.TRUST,' RICHARD o 'm TIE INTO EXISTING 14 MANCHESTER COURT 1­j 0 , 0 11 p 7 W/L WITH 12"X12„ TAX MAP #.• 05600-00-00-01300 + 5 so o z5 50 goo zoo MS-19 _ STEEL CASING PIPE REQUIRED ZONING. R2 o �. I TEE, J2"'TS&V. WHERE WATERLINE CROSSES 2Z230 ACRES X-SEC 2 � 0 i UNDER RETAINING WALLililliiiiiiiiip ., ( IN FEET ) o /:' v �' NOTE: THE EXISTING 12 WATERLINE BETWEEN THE PROPOSED 12 T.S.&V. LOCATIONS IS TO BE ABANDONED AND RE-ROUTED THROUGH BALLARD FIELD. THE CONSTRUCTION SEQUENCE NAD 83 t inch = 50 ft. JOB N0. o j ANb PROCEDURE SHALL BE DISCUS SED AT THE PRE -CONSTRUCTION MEETING. ACSA SHALL 66360 ° 3 `RIPRAP BASIN ENERGY DISSIPATOR W/ STONE BE CONTACTED 48 HOURS PRIOR TO ABANDONMENT OF THE EXISTING WATERLINE. C STA. 1+50 2 o LEVEL SPREADER. SEE DETAIL -SHEET 24 MS-19 --�'?+ _.- SHEET NO. a 0' & PROFILE -SHEET 20. 1 - 7 OF 30 � > . . n: 0 x 0 U) z 0 F v- a c v c 0 U n a s rn c v n c O +, U p L 41 c 0 U L n is 0 41 v= O a.. S E j LOW POINT ELEV = 673.66 HIGH POINT ELEV = .674.83 HIGH POINT ELEV = 675.05 a HIGH P /NT STA = 17+03.95 0 LOW PONT STA = 6 15 s = + P STA = 7+ 5 OW POINT ELEV = 666.9 LOW P /NT ELEV = 668.11 PW ST = 6+00 L W POINT S = 10+48. 8 LOW P NT STA = 1 +77.17 P STA = 16 25 PW ELE = 672.76 P ELEV = 676.26 i PW STA = 10+00 P STA = 14 25 PW ELEV = 675.50 W ILL TO BE CONSTRUCTED `�� A.D. 5.00 A. _ �7.0 HIGH OINT ELEV = 669.11 -.I PW ELEV = 665.0, PW ELEV = 66 .00 •D. _ -4.7 TO 95% CO PACTION ; K = 30.00 K = 28.57 HIGH POINT STA = 2+44.31 K = 42.11 `4 � PROPOSED 1 ' K = 4.64 P STA = 12 25 FI L TO BE CO STRUCTED K 34:78 200.0 VC o c� PW ELEV = 67 .00 0 95% COMPACTION N O O i; L6 o0 CK) '' t� ROUND (o -250. VC .D. _ -3.7 200.0' VC co OBJECT ca c , � K = 53. 80 O OBJECT � 3.5' W (O p O (o N rpj 3.5 Cr) if, + - 41 O p ►�r7 + N GROUND W W W■ .f -- �3- J,�c`Oo to (0 rn + %; �.o EXISTING '� oo '� Z L4,mo�.��F.•a },��wF. .`p° LLJ/ \ 00 `° ILL TO BE ONSTRUCTED o rya GROUND N ho, C��r� to M+ c%i N PRODOSED + YE V-- �C1ir1.c;r Z O" Z Z d o �ii TO 95% CO PACTI ON �w MM _20 o q v U N . �o oa G OUND OBJECT c`°o o+°�cpo o;� �°j eo�,��p2�2 'e a 2'® W v t� "(O N N 3.5' o'(po R Zp 3.5 I-. �y V U Q4.j I-. Z� �' Sp. �' to N (0 (0�� (o I N(Op O �� o�pZ �� 3.0 �y 0' \ ,� o 00 + �. N ®W &D. MIN. :L r4� 8 90, BEND IN. 2-8 G.V. Op a Z. Li.iCN Q a� W W /� ZZ 1 "1• 509 CD-2 E0 _ 3k 1.76' qg. 8"x6" TEE TO FI E HYD. CD -2 / \ EXISTING �� � GROUND o ,a 8" DI W/L 2,22q (0 110 8 N _ SEWER ti � 1'�' n' + 1.87' o STf?.106A STR.105 t� (j N o J 2, \ o 1" G.V. ■ 0 67.54 L.F. 51.6 L•F 'n to 12 X8 R DUCER o 12 12 TEE TO SUMMERFOR LANE V' 0 1.559' 1 0 q° �' 12"x12.' TEE TO UP ER BALLAR FIELD 36in. RCP = tO `� o � 12" 6" TEE TO IRE. HYD. 0 0 361n. RCPc, o,. STR.207 T 7-r ® , 35.43 L.F. STR. 307 ¢ II (X) Qr (n 0 MAINTAI MIN. 3 OF COVER OVER 1.50� 2 DI W/L o 60.95 .F �- 5.86' CL SS 52 V `n II c�, _ ® DECORATIVE RETAINING LL FOOTING 112 G.V. 15in. RCP ( ) 0.5 N c' � i , t E ISTlNG Q �+ SEE BROOK IEW TIE TO XISTING W L N 15w, RCP z �a`to -� , �� G OUND o /¢ ¢ ■ ,��0 00 PROFILE FOR ONNECTION) 2 �r, v> c0 s v SEWER L 5 HORIZO TAL SCALE c W Y 11 5 Lit ►fi M O 50 0 25 50 100 200 o M 0 > CJ ® h I+ j.,,, , c�' r_ o w N w 0 ® it > c_R 0 o®W5 FEET L�. m w /� ]"� j JJ" 1 inch = 50 ft. L t/ V 1 1J EXISTIN GROUND ® CIL (SPEE LIMIT 20 MPH) -- EXISTIN GROUND 1 ' LEFT ®E3EI1jTIN 1%WWIT L--RIGHT PROPOSED FINISHED GRADE NO , MINIMUM 3' OF COVER MUST 8E.MAINTAINED NO E.• MINIMUM 1' OF . VER CAL SE ARA TION F OM STORM EWER �. 10 �� `. 1■ �1i�� ��014) i inc = 5 ft. m �(o�(V 00 MIS �) �N NDo r,R �O (0N to(N 0000 N� .-N •-N (DN U)N hp 04 04 N t\ M trj ♦!1 (f0^ t7 rA� P� (M (0 0D Atl , r, (` h a cci h � to h N r � bti 0 (0 ►� .O od c0 '^ PO (0 r^ (0 (ti (a (� aCi (0 (fl r^ 00 (0 (� (0 Qi c0 ��, tc c7 Qi h ((� of .- ao (0 cD r^ W 06 t0 (7) ati LO tp h Op (0 c0 `- cO ►'� �/� i� (0 (0 h N /� I� (0 d' tri t..� t6 b fh (o h h� (� 'n h I`� tt7 d h i�. (0 v h I� r^ (0 et h ((� h G�r�^♦Y'�^J W /r, W W ♦Q , , Li/ (® k \ M.. (,�. ' � 1k'�u (0 y� (0 (0 (0 (0 (yam (0(0 ((0 _ (O CO (V.�J (0 (0 (*pM� (0"'0 (W� (0 (0 ((0 W f/1 (dpi.�� (0 ilk (��+ (0 (0 ,/� (0 CO rJ `�7 % (0 �U VJ (0 V.] VJ W fo W % W VJ „+ � 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+CO 13+00 14+00 15+00 16+00 17+00 18+00 19+00 690 �--, PW STA - 20+50 _ PW ELEV = 673.38 A.D. _ -4.20 00 K = 23.81 tg,} _._...._ .._.. __ • i N � 0 Lij o p ^ + -- - I p Or m m 3.`5' N (0 5 LO s u, PVf STA = 24 25 Y �' PROPOSED PVl ELEV = 65 .75 O w > ---J 4. D. _ -1.3 Q as0'�o EXISTING K = 153.72 12" 12" TEE TO \ GROU D OBJECT 3 200.0' VC .. n HA EN LANE \ \` .5' - I cs 0� 2 0)h 4 4.2O>goC14 I- r<�t •! OHO ® - \ ZZp o 12.7' r� r F O 3.0 MIN, \ 12" " TEE TO F RE HYD. � '� N v 0 - 8" SAN. el < 12" (CL DI W/L S 52) o SEWER Q � a � M 4INTAIN MIN. OF 1.00' OF STR.911 134.58 L.F. 3 `\ to z SEP RATION BETWEEN WATER In LO METER A D STORM SEWER (TYP.) 151n. RCP 2.6' o z Y tl w o j Ix w � � m 80p SA STR. ■ : .� 36.91 L.F. N 6.009 } 0 ff VIE) r )24-D 0 12" 151n. RCF 5° BEND TO 7I?.907 32.83 L.F JT6, Lo h EXISTING 12 2.207. (SPEED LIMIT 20 PH) WATER LINE 15in• RCP 00�0 ►n(Mp 002 (gip '- `- �� `�� NN O �^ �tp �Nto G (V (`. h �N h h �^ ►� 0) (per Va (U� (O d (O (0� 04 tO (0 ,4 Cp (0 r, tj)� t17� to tL7 ro tj)� to (0 z tfz (0 (6 d (0 d (0 (0 (0 to (o (� (O (0 c0 (0 (0 (0 (O c0 (O (0 (O (0 (O (O 1 570 ^60 650 710 . s' e . -I 670 I M d- CO h (O i "✓I S = 14+ 10 � rn P 1✓I ELEV = 693.90 A.D. = -1.96 P STA 12 75 ono K 51.11 o PW ELEV = 68 .50 0 °'CIO 0 1 .0 VC Co to A. D. = 2.48 Q 4 y r v +°'� to + (0 + N LOW POINT ELEV = 682.8 PW STA = 11+50 K = 4024 c vie Z Q) � �i 00 LOW POINT STA = 10+35.2 PW ELEV = 686.61 ti rn (o °^° + v OBJECT4 I ¢ II PW STA = 10+45 A.D. = -2. 40 100. 0' vv `° ((0 "� °° N (0 ;� cpo 3'S W Q Q W GROUND N PVI ELEV = 682.49 K = 2.38 0 o ro (o o + E , • • ►� � ¢ ¢ A. D. = . 92 150. VC (V ^ my q ZpQo� W kJ JCL -sir K = 1� .14 +Q Z /i w Q z M 60. 0 VC M v v ZZ ... -, i p�-- m 00 UJ ca `' w (o +raj v O co ao Q ., o 3, 5 Lu W 8„ DI W/L II II o ao r o) PROPOSED GROUND V cWi O SP / -� :0 MIN (CLASS 52 O W V U W w ''� 07 .' MIN. (opp 'Q Z O� WW 0 CT PROPOSED Q J 3 so•D� 1. ' GROUND c� W .. 1.52q 8 >, x8 TEE a 8' G.V 92� -----` 2 , „x6" T EE - ° TR.437 STR.43 y� FIRE HYD .00 • �--� 4 2 509a L.F. 42.59 L. co ram,. ,--� M o 1 'n. RCP � 15in9 R -- � + ho 11 + o ;2 SEWER w u~i � �< �; N J> / LO N N ti a t " va ; °a z¢ ml (0 Q p . 74 L. F. 2.0090 ¢ - n -� to 'rn w (01 11; ¢t~nw / 151n. RCP LU�1\ ¢¢� Nw vp� ��3'w EXISTING 0 W 00 N�� GROUND (n(ncn w m> QQ.w ¢(�Dw �0`�Q = wT BE CONSTR CTED V �(o (o (o G TO 95% COMPACTION (fl cV � Q ° (SPEEDLIMIT' 20 MPH) in in zzz 0 0)aj NpOj Dam �� tOP') d N fQ(� N(�j 00� t�� N^ MtMj (D h N h d h cD pp h I� 00 h 5i 00 t`- (p . 00 CO M CO 00 Op h 0p CO Cti •- 0 j CO 0) M M Q) (n `d h p� Q1 tcj cp h 0) as 0) (0 C0 (O co (� c0 (0 c0 (O cD (p (0 (O (0 (� (0 (0 . 19+00 10+00 11 +00 12+00 13+00 14+00 IRIME 61 H p� OTT R COUBS U No.36791 SIGNAL 1✓ e >% E O 5 �E _ w f• I +' w Q W> 3 ul�o`h° ~ zz z a0Eww uoj�Wr O �� a ~�00 U Z o-G z U U �' �' 0 ,j z z 0 � coa i o. =) =) 0 ovaxo �-' 00 Z _U) =3 - U U U _ = Pn L W _1 J C o zv N zzx � zao 0 w w jmm > r tw- > Q Q m LT- � UJ a. a ww u > o di w� Q D - 0 C o w CL O w0-10 z O ¢ fn 0 > ��m (nV) tiY DATE O 4 (n 3/1104 DRAWN BY B. COPELAND DESIGNED BY B. COPELAND CHECKED BY . S. COLLINS . SCALE . i "-51(V) 1 "=50'(H) i • • r 710 Z O j CO D 4� ow o mu iu 0 b__1 0 C N 0 z v �' 700 (D_ V) 1 > W `0 3 J ai z U_ � a) 3 a c 0 00 .41 W U (� Q -41 �, J O 0 LL Q � L g v rn LLI 690 °�° J C 4 �--i o0 EU !-I 0 _ 41 F_ c°a H Q O L o Q �ro z p J Z Lu F� 680 0 T G vo � Q2 '- +, y '0 D 0 u4, 41 L O 670 ..o U O > v o JOB NO. ° 4j 66360 ° 3 N o 0 SHEET NO. t n 10 OF 30 � 20+00 21 +00 22+00 23+00 24+00 25+00 Kum • t n D 0 w CD "LO 4- 0 c 0) 03 c 0 ID O 'a E 0 c i 3. 710 4+00 5+00 N to 05 (5 (0 + HIGH POINT ELEV = 701.51 Z) Q) HIGH POINT STA = 6+90.17 Z PVI STA = 7+60 LOW POINT ELEV = 701-42 PV7 ELEV = 701.89 7+00., LOW POINT ELEV = 693-08 LOW POINT STA = 10+20.59 PVI STA = 9+50 PV7 ELEV = 692.20 9+00 C) cc) LLJ LQ PV7 PW STA = 164 FIFV = 75 '4R 0 .6 A.D. = 4.55 LOW POI VT ELEV = 64.54 Z: K = 76.94 LOW POINT STA = 191-81.65 350. 00' vc �PVI STA = 19+70 Z PVI ELEV = 664.36 U k_ n- = T 75 V = 13. 32 ■ to 50. 00' vc I Lu to 1c, A-) % ■ Lu OBJEC 3.5' 0!to on 3 .0 MIN FILL TO BE CONSTRUCTED C14 + TO 95% COMPACTION 0 '1L 114. S -to co ; V_ (0 Z) z Z' (n C14 0 W z 1� 0 1 () Z 'z + I 19 '� 1, 8"x4" TEE TO -j z LU 11 > PARKI 4G AREA PROPOSED 41 GROUND to N Q) 00 (n 0 W < _j W 00 ao c\1 Do -_j + Lf) L0 14: (0 (0 0) 8" DI W/'L (CLASS 52) (Z) 00 Z) z Q Lu Z' %.k2 on.. P� 8" G.V. 8 x4" TEE TO - 4.83' PARKING AREA DRI'Vp V (SPEED LIMIT 20 MPH STR.8L1F. 20192 XISTING TA 13+80.90 TO 20+12.95) 1.5070 151n. RCP GROUND 8" G.V7_ 8)p S L to C� C4 Qj (D N (0 to C-4 to tocy 0000 0) r- o (0, 'co (0(0 C6 c QD (6 00 to u') r- LO (0 (0 LO (0 (0CD (0 (0 (D CO(O (0(0 CO co to I to CO co 15+00 16+00 17+00 18+00 19+00 20+00 FPROFILE' EXIS77NG GROUND 0 C/t EXISTING GROUND 12' LEFT EXISTING GROUND 12' RIGHT PROPOSED FINISHED GRADE 0 11+uu lZ+uu HIGH POINT ELEV = 694.88 HIGH POINT STA = 12+36.14, PVI STA = 13+50 I �+uv P\v1 STA = 12+25 P\4 ELEV = 670.82 A.D. -5.32 NOTE:MINIMUM 3' OF COVER MUST BE MAINTAINED NO 7E.- MINIMUM 1' OF VER77CAL SEPARA 77ON FROM STORM SEWER 700 S7R. 1109 28.12 L. F. 0,827. 30in. RCP 690 8" CROSS TO WELLBOURNE LN_ 8" PLUG I *"r uu HIGH POINT ELEV = 678.66 HIGH POINT STA = 13+69.87 PVI STA 1.3+90 PVI ELEV = 681.83 A.D. = -18.26 oc 0( (c Low POINT ELEV = 689.92 LOW POINT STA = 10+34.14 PVI STA = 10+50 PVI ELEV = 689.39 1 74. 00' VC I A.D. = 7.00 K =,10.57 N Q, 2 %-- V_ V.- 00 04 Vm. U-, P�i 66 to + C-4 -10 rid n .00 , CN (0 L) > v_Iv_ to (0 Z IN N W) C4 Q. tno EXISTING GR )UND -c* + to �a , 0) . "dc to ::� ;� Q Q� Is'q I 'z 66 tc) N 100)(0 N , r) (NO 06 �0�_qPROPSD p) 17 00 1* (d to to T_ 0 C) - + NOZ No� �a� Z) - ROUN D D D'�' :1� Z' L;j (0z) Z ipm 0z 0/i 3.0, aio�- 8" G. MIN. _TYPE - �8�" 50- �', G.V. I ' ( f8 NNIO 9 1. C 8" DI )V/L 1.5' r . I' A CLASS 52) 8- GA 0 + 0 ") 611 o 9 1 - Q4.29 L. 2.0' Q) Q� Q) C) 'd PVC Rl f, 72 4 -7 W rn (n Z ci 5 0 (0 NR N /,_7 LL0 _77 -'d Q) Lq ---I q Q) W O .0 00 t1r) COW to (0 011 (00) '_* LO 0)0) (0 4 CA to O (0 10+00 11+00 194-nn IE 8 WATERLINE SHALL SERVICE THE FUTURE EVELOPEVENT TO THE NORTH IN CONJUNCTION f,r/-/ AN EXIS77NG 12" WAL THAT EXISTS ON SITE LOW POINT ELEV = 661.54 LOW POINT STA 16+65.61 PA STA = 16+00 PVI ELEV = 657.52 A.D. = 15.58 TrT4 'L.L J. SCOW R COLUNS t4 No. 35791 0 --luk -ONAL E < t� 0 1� z m (A (A c Q 0 0- 'T E E 0 ui C ui m Im i - c uj* Lu �ur_ Imo cl� < < W6 0 r, z z z cL 0 E W Lu 700 uJ UJ 1-.- 2 9-NT 0 0 u< 0 z 0 co "D .= z u u m 0 r � �0Wu L. 0 z U w 0 4W 0 0 p 0 u IA U U U Lm 4- in Lu uj -i uj _j 0 r0) � r a W W < z u 4 z 0 00 V) f. & TEMP. > i LU > < < A B.O. Lu W W 690 W W CL 0- r c Do W Lu V) U) (A > > D 0 ce W c fl i>u E 680 3: u < 0 W0 0 z 0 0 > DATE ce- 4) i 4W U) 311104 DRAWN BY B.COPELAND DESIGNED BY &COPELAND CHECKED BY • S.COLLINS • SCALE 1 "=5(V) "=50'(H) 1 K 53.82 180. 00' VC K b.22, 150.00" vc 270.60' vc to N 00 LO No EXISTING + r10 T__ cCi (0 LO co + to 1 -V + C3 to UKUUNU- 0 ui 6 LOW POINT EI.EV 649.99 (0 L;j V_ + V_ to > L;j + to (0 Ir- LDW POINT STA = 10+15.96 > (3) ui ,m, < + PVI STA = 10+50 m 111000 to 00 PVI ELEV = 649.82 04 Z A.D. 12.50 +coU- to in cc) co + LO C14 K = 74. 00' 5.�92 VC PROPOSED GRTUND) C-L 1-: 0 LO Z II W< a >: a 41 lre� It-) qz) 0 V_ + �'Z,; x mi I rir i, NSIRUE) ED r1% �c� -4-JJ V) C3 8rn I It-L- 0 TO W %/ L_ )5% COMPACTION (D 0 < + Ch c1q PROPOSED (6 6i 00 C14 CN'�� GROUND C" + C3 LJ (co� c1q N (:� 0 Wi ui N - to EX. WA TERL I VE oil, Ld V) 0 ci IT A co '0 >-:,z 0c) '0 c� A, 0 LLJ 11 >: Q_ + 0 LO 0 _j u M<W z4z A + 0 uj W V_ sm. 1003 J6.68 L. F. 1 ton 15[n- ROP-- CD + + EXISTING L 0(s Z STR.91J C-4. EX. WATERLINE GROUND 1154.82 L.F. < < (c 7.393v V) Y) (c 1Sin. RCP U- . (c W cc LLI 11 W > _j _j L.L T 7 A 17 T/ 7 ALLEY i co . 00 04 .0) to .00 04 '00 P� r'i 00 OR 04 04 U-) It 0 to Lf) to . 0 LO a) 0) C! 00 .0 U) .00 00 - I- to to . � t_� Lr) r- c6 u"10 L0 LO co 04 (0 LO (0 (6 L0 (c) L0 (0 T- 0) (0(0 CD co mop r- 0 ham. r- (0 00 (0 (0 (0 co (0 (0 L6 to (0 LO (0 (0 u') (D to U-) (0 LO (00co (0 Lo (0 (0 (0 (0 (0 (0. 10+00 11+00 12+00 13+00 :14+00 lu+uu 17 uu 18+00 580 370 550 640 a am <� '00 (D W 0 U) Z 0 4-1 'i r 0 0) 41 c r - 4) fn < c 0 0 z o- E I > Lu 0 -6 (D Qx D 0 u- z 0 4) U W CL 0 _j < ui LL co 41 0 >' - 0 c 2 tL�016 CL 0 =) ul n 0 ()'. x 0 (1) c Z 0 cc) < ce wt F7_ �.o aU 0. :3 0 5 0 =.E 41 0 _0 :3 0) 0) 0 0 m JOB NO. 0 66360 c 3 0 0 0. SHEET NO. 12 C )F 3.0 rc c: FE LOW POINT ELEV = 692.50 LOW POINT STA = 18+20.54 N PVI STA 18+00 HIGH POINT ELEV = 691.16 710 700 O2 68( 1 mu Lvrr I 210 O0- VC Ir'V/ L-Lt V = ay1.y4 HIGH l = + PW STA = 12+50 -9-W-POf PVI PW --- -1-- STA = 13+ LEV = 691. 0 0 p i t\ 00 00 HIGH POINT HIGH P ►� ELEV _ INT. STA = 16+25.26 699.98 N "� o N t� •�. `O o o A.D. 70.0 9.66 VC 7.24Q M ri °' PW - TA - 19+6 LOW POINT - ELEV - 687. 1 PW STA = K = 13. Vl ELEV = 2+35 7 2.50 LOW POINT ELEV 688.50 K -j- PVl ELEV = 690.39 , D. = 5.86 PROPOSED � O P STA = 16 `70 60 r� °� "� "� N O oo '' +h ,n . "' � N + PW ELEV = 687.9 OW POINT TA = 20+51 57 A.D. _ -9.04 LOW OINT STA 23+36.67 A.D. -4.91 = 13.66 GROUND N to PVI r "} ELEV = .68 a, �"�� o �' N^� N N� ¢PW A. . = 4.22 PVl ST = 21+05 , 120.00 C W STA = 2 +20 A.D. = -11.5 687-.117 - I fi: 8d ' V r, a N + w co `� . K = 18.23 d co rn ti- 't, -p = Q o. > o Z N "'� N cn 1 . 0. 00 VC A. D. = 4.65 N Vl ELEV 5.93 8.30 { 90.0 VC N r ;� p o "� �� a K 30.13 4) .D. = o I I �', N °° = Q 2p `° > > ,� K� o --' Q cn00 \ •t0� t0 WOO ¢ N N I 140. O VC rjN °' K = 8.43 I ti O `{` v� �� ZZ o _ c / �.> v rno�M o0) I N ., � rnN 50.00' VC LOW POIN ELEV = 67 .65 °' in -� EXISTING GROUND O RR `�' "� o o �' \ `O_ u�cO -- 8" 2 N �- cD \ ao rn 1p. Z 2 ~ p V) rn w _ I d vop i'V P6/iV� - PW S A = 10+60 O , W •• +N oc0 ' , BE .5' OS ...�. Gi �� o '� oo� tom\ + o� EXISTING NNt0�O0 `n PW EL V = 673.47 h -&OO - 00 o, Z Lcr J tii 4i �r \ j W °� •. +oo� N°'�2o o -' °"� h p � �M^ " o°' GROUND =<t4y�+ j2ZcN� P ° A.D = 9.40 O a0 0 4 �.O iu mmFT _'�Q.�� . �- p $'� 3 I a W ~ W Q- N t0 + °per 9i 4 i �t `� ' --' K = 8. 51 �/ N 2, ° 01. n►-ZZ PROPOS^No��o GRO ND v v > �. W Z Q 4,� w W > W Moto rn ±h,F. p0 00 °_ 0090' '` N o �� ILL TO BE CONSTRU TE W �oZ22 9 W m m ,�/ � J 0 o ff TO 95 COMPACTIO Q / o Lo A •0 8 G. Q L 0 �' 0 35.7 + O6 B ND 2 5�PW 12. .F. 8 0 ., 2, • OOP `C o No,rnrno d'�w�tO PROPOSED --:_ $In, 5 R 35 8/ . SDR C 1.1' / 10f, rn , 3.0MIN. a o toto� GROUND F j BffBE '' - q' o 99% ff G.V. o + Z 2 g2.Q2 S 8» 8„ TEE w 0 0 �- ��ozzz o "'� `-0 5 Pvc �' r` 2.5' © » 18 r • 2.� $in• 6. N o "� I k- a N In 6. 8 SDR 59' 35 PVC - �- Q J 8" x8" TEE -TIE Cr_`• J 1\ '� °' + w v�i 5U� 8� B .5° w•v EivD o ''`-o td o 0, t0 co w_ 50.44 L.F. 1.6390 rn �°�° �- 95.08 L.F. •1 _._ TO DAL RASS LANE M C> W o� ° ^ � N ^ oc+o�� p �- N 8in. SDR 3 PVC � 0.629 9. L. 136.19 .F. d 40 o _j W + �i W W rM`, Q Q Q Q J �QQ,- o 0 0 J J J o c J. » » oo in. SDR 35 V 0. 1 .d 1.469 o~ m Q o �` , + J I J GRASS DALE AN 8 22.5' BED 8 ' ^ in D 5 8in. SDR 3 PVC i 1 0 �' �10' % C 5 V Q N ^ � ^ � N ^ � .� � 4) ^ � 0 0!) Q Lr ' � 1 L TO BE C NSTRUCTED a0 oa / ' R V) I I N ti � C. Q � (. ti Q ti 0 95% COM ACTION o $in• ;, 0 0 N o o Q o o0 0 00 o Q m <C -- ^, ' O ++ � w E" 8"x8" J �� N ►�i o 0 / o o Q Q Cr- CROSS TOILN N+ �^ rn� C 00 I-0 q WELBOURNE N tO Z O o Cr- C° r`t-ar m LJ > LANE 7 _QW> • > � > W ::: __... :::_:.. caw W -PVA �z z � � J cn N W PP 8 90' BED TO ALAY,7 BROOK VIE R J J LO $$�5 0•i° QQ 8" D W/L o ®� �'p I- �� NLO o0 �LO oo ... O �F +- p- toN CV Nh 0Q M d-N ._ t'7O � co•d �h O O U')N O 00 LOV 6 00� I`*� p t0 m cow 00 ao�\ 00CN.. O rno NM n rn0 �O 00 d rnr- .- O to rn OUJ N� ® � N� �� as © K[sh .� O� U) O� rnN ao rnN rn� 0) c00 rno Otp O� 00 0� �'tp oai �tp 04d r0 oUi �tp 0)N cflo 0) 00 0 Co-w a0o U)(0 ua0 coo cD(0 O� coo �to co iph. cDR cco cow t0 t®� to� tom t0� �� c0 (b 7 s rsn i e).�nn _ 1 �-�� 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 22+00 23 00 9+00 10+00 HIGH POINT ELEV = 689.40 HItiH PUI/V 1 -)IA = PWSTA=24+0 PVI LEV = 691.20 A D. _ -11,44 K = 13.11 150.0' ' VC- 0 r: PROPOSED GROUND N � to + Uj tl �O W j M � o <r a A�� gUe�Z 5 W •� ��� 00 °' if) °° p Ww P STA m 27 75 �c10 ``acttoc'no rnc`°o PW' ELEV = 66520 ZZZ q �00(0 �_rn�to A.D. = Z38 z W»>> °0N`°o aONtOZ p K=2712 �j:C CL Z O G. OOL-V q GROUND LOW . POINT ELEV = 664.50 a, � W LOW POINT STA = 2 +98.79 to �� p N ua �' �I P STA = 29 25 n (00 _ A. D. = 2. 63 to N K = 38.09 •- rno+1.6 ►� o 12 '0 100.00' . VC j + C14 ��-11110- (01-- N o Z) It C)o PROPOSED �� �' Nv) % ROUND zs FILL TO B �h D p p %Z � N co <C 0 ►n TO 95% COMPACTION N � cow'"' .�. ao vi vi 4i Z � 0)dj% W W rnco o N Z �o W W -� =Qw > W a % 2 00 Q STR.Bol-- -' 3.94 L. F. 132. .f- 0.5 CP 1.0' 1.1' 12' WfL 81n. SDR .35 PV 8.16 L.F. -:-: 85.68 L.F. 0.53%2 .......... % 0 `� 0.549 81n. CL. 5 / 1 8in. DR 35 PVC o Q GRIOUIND J �i V) (0 U)(0 ul �'N ®O �N �` * - rN) ®N �O O� 00� Op0 MN, r7 0�p 0) 00 �00 00 co �� O to (0�N (0 c0 �O to 00 to 00 c0 cp c90 u� cNo tom ua cow cD� to c0 I co u, t0 5 ME H®RIE'ACNTAL SCALE y IN FEET ) 1 inch = 50 ft. PW STA = 10+50 690 PVI ELEV = 673.30 A.D. = 0.98 K = 25.40 25.00' VC 680 680 PROPOSED GRADE 670 12» 670 FR tr 660 u 0 0 to 1A MN +I"N HADEN J Lw, RRACE W v) t� W HADE Q. 29 0%� � 009' 1.007. 1' g8% EXISTI MIN. GROU 90' BEND TIE IN M HADEN TERRACE 12" DI W/L EXISTI (CLASS 52 W/L 1200 SLEEV VALVE �M n� h ENTRANCE TO H,4-DEiV LAND LANE D 0 G 12" TH A PIPING AND VERTICAL SCALE IN FEET ) 1 inch � 5 ft. LOW POINT ELEV = 682.35 LOW ,•i 67C U u a u POINT STA 0+17.55 PW ST4= 0+4 PW STA = +26 PW ELE V= (683.1 Vl ELEV = 682.J0 A.D. _ -1'. 74 A.D. = 4. i 32 K 12.64 K = 5. 09, 22 00' VC 22.00 rn O cN0 c0 11 o o II 11 II II II QW p0¢. J S 4.a44LW W Lt. W 2.08 2.08 2. 08., ° 1.5' 4" G.V. 6/6.77 4" go - BEND 8"x4" TEE FROM WEST END DRIVE 00 00 4 TRANCE' TO XES T ElD C12CLE .:m 670 it Lf r PROFIZZ LE'OTTAD EXISTING GROUND 0 C/L - - - -EXISTING GROUND 12' LEFT EXISTING GROUND 12' RIGHT PROPOSED FINISHED GRADE PVI .STA = n4-40 1 nW An/A1T 91 FV = RR7.5Q OTT R. CO.LLWS U No.35791 A�l SIONAL z U '-' M (n 011 0 R7t O E > tD E C w F=- Q W* }- Ln� Qm0,0" zz z n,p��, ww n uj m 0C2-o o0 Z0�«� ++ z UU IL m V o � dr 0 C) ` L E 0 z p U V �+00 U =)_ (n UU L y. . Ln w J -i a, C p a! z U zz 0 z 00 V) W m W m > LU Q Q h W a a C o� O N w w M 0 y W = CL tt O F' o 0 orn o > S G DATE 311104 DRAWN BY B. COPELAND . DESIGNED BY B. COPELAND CHECKED BY . S. COLLINS . SCALE 1 "=5'(V) • 1 "=50'(H) • !! nn V1 o= �0 41_ F 0F r 0 PW ELEV = 670.17 LOW POINT STA = 1+ 9 A.D. = -3. 0 PVl STA = 0+95 K = 14.24 0 PW ELEV = 667.15 50.0' G A.D. 7.50 r K 8.00 C o +o �- o II p II .a Q to o v)w o to Q, Q. a � EXISTINW �,� WII o > 00 GROUND'WW = w ' •009°� o \ + O :y o � O I- _ 0 PR POSED ROUND Z O O dJ005 u, LIJ Q Q J 3:X 70 i c0N�ppj •- 00 �� p CA (0 of to �� I\ O �� R cho � 0+00 1+00 NOTE.MINIMUM 3' OF COVER MUST BE -MAINTAINED NOTE.• MINIMUM 1' OF VERTICAL SEPARA 77ON FROM STORM SEWER �v v 0H 0 � z v U I(Yr. ce (� > UJ L 680 ■1 L z u 3x � c J 0 0 W " ry ✓F-I J ° o U.<�# Q L WF--•1 Y m o ° Q H U' 670 I- v H C 06 N a °_ � 0 M Q O L J Z v Q 0 0� m W Q� o = ,, CF y 41 o 660 --� F-I C 0 •� U 7 O Q v a c N E� � U 2+00 v O •fl > NJOB NO. -v 66360 v 3 C 0 o SHEET NO, a 14 OF 30 CL 00 25+00 26+00 1 /+fUU LLi UL1 to r vv 700 M-O IC Me] 67C HIGH POINT ELEV = 685.18 HIGH POINT STA = 10+5706 PIA qTA = 1(7-1-7,15 LOW POINT ELEV = 67764 HIGH POINT ELEV = 683.55 HIGH POINT STA = 15+03.94 PVI STA = 15+00 f1l IR r-I r-Ij _-n_- --^ LOW POINT ELEV = 675.77 1 111AI 0/11AIT CTA - 17-j- 17A JtZe,) 11 T L^ w -F ) 0 PW STA 12+ 75 A. D. 10. 41 PW STA = 17+00 (0 A. D. 9.6 PW ELEV 67J. 17 K 14.41 PW ELEV = 675.63 + � K 10. 41 -150.0 9' vc A.D. = 5.41 LOW POINT ELEV = 675.74 HIGH POINT ELEV = 678.64 oM Q) 00 %--(o 1 A.D. = 12.0 K = 24.98 % 03 K = 11.05 LOWPOINT STA = 17+70.68 HIGH PO/NF STA = 19419.38 CID Lu z (1*0 '* LQ 100.00, 0!I I �-60.0 p 9 vc- PW STA = 17+90 PV1 STA = 19415 PW STA 20+95 oo Zz"3 I( -- -300� 00' ve- PW ELEV = 675.6J PW & EV = 680.50 PW ELEV 674.07 N N C�I 00 or, (ZI EXISTING CNA (0 v: N 00 00 A.D. = �40 A.D. -747 J.07 z GROUND + - I- cz)(ay.* 'N NN v_:!4. N N K,= 1107 K = 26.78 K = .62.1 + + % + r+ N 50.00' I VC -200. 00' VC 160.00 VC 6i L* I Ono in 00i N I m- I V-- 00 (0 C) Q) Z11 t (0 LO;Q (r) x) - (0 LO 1 21 w A -0 w N oj ai (0(0(0 �0 ko F- 1 00 0) N Lo + In 00 :3�;� Z) + U) (0 ,6,u P W STA jPVI ELEV = �2+50 = 673.30 i�w :<� PROPOSED- u3cd NN + 10,0 IN w Q) IZ: &j wL.,j Q N N N A.D. = -1.36 GROUND N I,-,' LO lq:;� LO Qo Z, K 110. 68 0 114- r4,440 Q I - Q) + CN N CQ I --------lij__ 0 it117 -�-- EXISTING N + CN N�) U-) 000 -EXISTINC GROUND aa cj� LA GROUND % (00 0 + Q 0 :3 Q. V) H, PROPOSED L 0 PROPOSED GROUND ckCL !;.k CL GROUND. 00 to cn t'i 2 0 00,T 0o C) w 00 50.85L.F 5fF+ • 0.5q 3 SOR FILL TO Bi- CONSTRUC­ED 3.0' --J-�-Juj-�Bin. _j w 35 PVC TO 95% COMPACTION LC 4.987. =0= 81n. SOR 35 P VC ...... - ----- 0 0 L. F. 8" W/L t-7-T o.52% -Z u) 0.619 2.94' ry -19R IJ LLJ I+ 14- N N 336.06 L. F L 1.1, (z a 8 r7. SDR 35 PVC + -1� N 00 �z INN JI­ C '10 1 00 ONC 81m SOR 35 Pt- ------ 100. 96 L. F NN t,< Q, I I -, Q) C31 Q) 21 3 a: V) w 0 56Z N N 1�0 k 7J. 69 F. --J1 C) Rim cmo -zr- + 81n 0. 53 SDR PVC r- r- 000 /77 7 -7 w (0 -A (0 W>: SANII RY SEWER LO V) (0 Q) --j Q DROP STACI�; (0 777 SEE DETAIL ON SHEET 24 700 . Lo r- v- . (N . LO N- 7 0'� LO 0 C no, C� N 00 Lo (Z) 0 0) 00 Q) 0) L" Lo to 03 tcn No 04 04 0) ri o) 00 0000 (0 r- �z 00 00 0 Do CO co 00 00 LO co0 LO 001 00 (0 Colo 04 00 CO oo 00 tad p< r- N (0 P r" Coke, P'Z (0 r- W (0 % �O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00. 22+00 LOW POINT ELEV = 671.54 LOW POINT STA = 23+64.31 PW STA = 23+50 PV` ELEV = 671.44 F1 ml 24+00 25+00 26+00 Namolem 28+00 WX NOTE: MINIMUM J' OF COVER MUST BE MA IN TA INED NOTE.• MINIMUM 1' OF VERTICAL ­-A-1 ­14 670 670 12" 45* BEI` (SHARED W[ HADEN LAN HORIZONTAL SCALE 25 50 100 ( IN FEET ) I inch = 50 ft. PROFIL. E . Z. F6TA r, 0 EXISTING GROUND 0 CIL -EXISTING GROUND 12' LEFT -EXISTING GROUND 12' RIGHT PROPOSED FINISHED GRADE 5 10 . ( IN FEET') 1 inch = 5 ft. 20 650 BROOK VIEW WATER, LINE - I (CLASS,52)- �12" 45* BEND 640 INN 0) N�o (N N LO Q, N �0 �0 (0 (0 (0 Nc6 �0 �0 I.0 (0 N to N N (0 v0 (0 to (0 (0 to 1+00 2+00 3+00 5+00 p -PROPOSED GRADE MAINTAIN MIN. 3' OF COVER OVER DECOR 4TIVE RETAINING WALL FOOTING (SEE, PROOKVIEW ROAD - PROFILE FOR 0 CONNECTION) `--EXISTING GROUND 0 VIE# r TIC E XI < TING T�/L 0+00 1+00 tF boa THE 8" WA TERL INE SHOWN BELOW SHALL SERVICE THE FUTURE GARDEN CONDOMINIUMS IRA C T 0+00 710 OTT R COWNS 0 No. 36791 ��o� l�rztl���� IONAL E < 0 z N 00 Cn 0 Q ce E > ID E fy) C uj Cq 3: fn C Lu H r-4 * lu W u a, au�l M Q'ID, < Z < LL 0 P, aIt z Lu z Lu 5- Lo 0 0 < U z 0 00 z0 u u m 0. 2 u 0z 1w 0 0 0� ALLL z 0 z C:I 5 cl 00 0 In fn U W U Lu U r- . t :3 Lu a -j o-juj < z 0 u r z < x < x I I 1-4 (D C) 00 0 04 LIJ U1 > T, wi> < < r-, F- tQ u Ce 0� Ce C Lu CL 0 Lu CL a uj Lu vi U) � D 0 F- C u 0 Lu 0 z m 0 >rn tD Lil 4) > in DATE D 0 SIM >- U) 311104 DRAWN BY B. COPELAND DESIGNED BY B.COPELAND CHECKED BY S.COLLINS • SCALE • 1 11=51(V) "=50'(H) 1 3" DI W/L DLASS 52) 10- 0 700 of 0 0 F- 0 8" PLUG 2" F.H. < 8" G.V. z a- C: ce W cl� 0 1 5*4 w 590 0 a) C) F-4 -C I- CL z LL- X J 0 0 -0 -C u uj w 'a 0 0 U. w r m -' 0 0 E -0 u 4' j:e 06 -0 U) Q 0 1- w 0 j < 0 z 0 M 0) Co ui F- 0 0 Q) 4' j 0 D 41 Q) C > 0 0 -G.- : ,,,--TIE INTO EXISTING 12" W/L Cr. x "a WITH A 12" TAPPING SLEEVE Q) tt I E AND VALVE 41 `12" 11.25* BEND 0 -1, 41 E 170 o °• 0 6 'V 3 0 W 0 30B NO. C 66360 0 U) Q C In 0 SHEET N0. -a CL 15 OF 30 u ry o ry u � Z 0 _P 0 n 7 C _ U 7 c C 0 U 3 1 C N _ iJ j 3 ll � a N L t n- X N 690 - -- IC N N; -- --- --�- - - ---------------- 1 I N cm i --jN I O bi i_� N +�Ou,� h h Oi +OLj ��t°2 p © �oo� � FILLTO BE CON TRUCTED �?Z� ���2 ■ ON n%li 1 n Q- v� �� Z ���- ��+- 0��� �z TO 95% COMPACTION O 0.Z2Z iQ4 •�O . 680 \ \Nt w------ > w ►� ,� ,_ n - O �M�� �� o tn +�oti PROPOS D 0 1 1 I r` j 00 w '�eh `' 1` ■ GROU14D m w w 1* tl > Z tr��--. , -� _.. Q 040) LOOOLO O z + % 00 Q �cv _ �- ,��+tocflt°`oi-. v�•hh��° PROPOSED GR UND Z fn w 1oj ZO N I 3.0' 0. z Q i~q ZZ d O - 670 GR UND d pp�"3 EXI N'�� GR�JUND TING ,0� 12" WA v �O o e , 'N + too I- '- 11 1 3.00 >- '�' 135.01 L. 2.26.0' raj 158. 0. 4 L.F. 19 � ? Q) ; Q 8in. SDR 35 PVC 8in. SD 35 PVC 0000 �. _ r --- 3.08' 1 00 C\jrrn 000 O �^ 6.7' 4.2 ---- == �0 cn c0 Z ti 660 - -_ ---- i L. 0.85 0.51 - --- ... DI (CLAS - 52 - _ �- - 2.40' Z��/ U F- ®� cn z ? -7---- 73, .37 L. F. 0.509 8in. CLASS Dl ( - ) - - -- - - - _ _.� _ � 186.73 L.F. 50 48 L :�r����� - - - - _ _ = v-=:- i 129.93 L. F -- - --- -- 1. �4590 2.667. in. CL. 52 /. 81 . SDR 35 P C 8in. Dl (CLASS_ •_ -- Q� 147 37 L.F 0.52q o P v SOR in. CL. 52 . L' c� o csl P. � 2-,8 ■ Al2w J. FJx L/ _ 640 O �! a0 N h O O N Kj N Q O N sA O tl o0 0i O O tl V- (0 O N N ^ O ^ cOp O � �0 �q' N � aC3 O O O O !�, c0 1 c0 t� co t� c0 1� O 1� N O i`e cs� O tp co (0 O cp O co O O O co O O O O to W cfl O O O O O O _- .r • nn 4 n , nn 1 z , nn 9 A r. nn i t,1 nn 0+00 1+00 3+00 4+UU 0 o °0 1 OP"3 'd cis 114- O m-1 +N6 °' IoNa-_ �rn 0) toN Oi 00 �`a PROPOSED tp tnN^6 ,+�ccjo� � . �� coj GROUND ��Z® It- z ?O EXISTI GROU G D QQ- u), =Q�» •3 I /477,T7 � 0 FILL TO DE ■ CONSTRUC D 0 110.92 L.F'109.441� F .F .00' 153.45 L..F a8390 959 COMP CTI �0.527 ln. SDR 35 VC 8in. SDR 35 PlIq 8i . SDR 35 P C ' �. 0 r- (0 LO cn cfl ■ i i/ 71) ' Z� o N N O �0 0 of 0i � o � 7 JtUU 0tuu itvV HORIZONTAL SCALE 50 0 25 50 -- 100 IN FEET � 1 inch = 50 ft. 7� O v , , \ ' +^;D �D �o`0ZZ Z) \\O ZQQ» � Ln 8" W/L 3.0' 1.5' 47.70 L.F. 1.24% CL. 52 I VERTICAL SCALE 200 5 0 3 5 10 ( IN FEET 1 inch = 5 ft. NOTE: MINIMUM 3' UlF COVER MUST BE MA 1h f TAINED 9 SEPAR'A ON FROM TORM SE R FILL TO BE CONSTRUCTED TO 95% (,OMPA TION ui I it I > c0 PROPOSED GROUND t} �r (rCs v- V (0 ~ + P '®`Gro \ O t m �r- to SDR 35 P EXISTING GROUND 1 VHr3 20 r r rVV IK 5 4+00 5+00 6+0( 650 640 630 2, C c r u EXISTING 00 -18 GROUND Q O t� w PROPOSED > GROU D w Cl) N o X w m N O tf) h CL . O N 1 15" STORM N SEWER 2" W/L 3•0'V 183.73 L.F. 00 11.569. 06 8i . SDR 35 P C N to �+ co 0 3.8' Fl ck"5 r70O NC,4w 4- K) MILO 00 LiC)Q0ZLO <c,., �0zz, um 84.25 L.F. 15.53� n. 155 L .7..X C» 59e ff-/-/' TO ffZ� 52 Bin. D 00 00 OR O ) M � (0 (0 (0 co ua 0+00 1+00 2+00 11 S OTT R CO.LLWS �4 U No. 35791 r� l SIGNAL Q V z rn (1) Ch o o O 1� E O w fh 15 W N s p V rn t/) Lu�uLL.20 oI- zz z a0E4 ww w .c a, 0 aF� L �� V z p V O 0 0 0 Fes- ofC�ff 0 - z z o 0UNC) 4W - 00 N u u _ _ M L U) w w w .J J Q rn p < z v ��"- z z z C7 z ono 0 w w >~ in Cfl > -1 � r_ > Q Q tQ � Lu Lu a a � o0 w w U) U) G! Ll 0 +� Z - 0 Ce m: 4W u w w - E a O �O O Q 0 0 O\i > 0C DATE 0 'ate 311104 DRAWN BY B. COPELAND DESIGNED BY 8. COPELAND CHECKED BY S. COLLINS SCALE 1 rr_5r(V) 1 "=50'(H) • 0 V 1 o 0)ry o to v � �z Q 0 � O E, O U r/' C C v D � Q }+ O z O U 1J m u+ fl 's v� to ~ v LL -O5 p 3 x O u> O Cy W U w �:3 H o� pC 11 W v Lim v rn w c q Lu ° 0 0 U Q v �- ti v 0 J L Q °o O 0 fl F--i QZa J z z coui Ln Q Q �� 0 O U OO s- i--4 v 0 o U :3a U X -0 N 0 s p O E� O co � U N o •U ? 4 O N O JOB NO. o v ° 66360 rn v C 0 v o SHEET NO. a 17 OF 30 15+00 16+00 17+00 19+00 0+00 14.00 2+00 3+00 5 d 0 Z) TT R. COILINS � (c) N i\ .(Z No. 35791 ;1-- J, Lo 4) (o to (z + 00 () N 14- Q) 00(o ORAL 14) oo a Q (n lid 4) 680 E 680 4z if) -TOP OF DAA, PROPOSED Fl ISHED 0 )UTLET PRO U) � Qj (o < EX/STING 0 VOUND t_� (ON, -(o DOT CLASS 11 cli ELEV. 67COO GROUND %Nn(o op r-j PROPOSED c RIPRAP, SLOFE=0.0% in bZj (o 0 Q) 14- GROUND (9 C) 0 r< (o 20) E =10' Wl=5',W2=12' FOR TEMPORARY It (o (o ko 666.46 > ID E 0 2' DEPTH W/ FILTER Q� z SEDIMENT BAST � #6 �:,;( Q� 0 (f) cr% fk_ i-z U) m: FABRIC UNDERLAYMENT 0) lQ__ __12: Zlt + N k. ico YEAR WA7--R SURFACE lu < 7- > 1z) L ElEVATION = 672.94 CONS7RUCTION GRADE 6 ui U cn __j (z) (o CL co ko U) U) < &L 0 r� DISCHARGE APRONS SHA 3 cr, OF PEA GRA EL PROWDE PROPER SCOUR -11' WETLAND FRNGE FLL (COMPACrED TO W -'a 'D Q) -2 __V 66750 95%) '0'0 Z, W Lu ALL BE PLACLD PR07ECTION PRIOR TO IZ ELE z cL 0 E 3. Q- UJ Lul-_ T*EEN 774E FIL'FR RELEASING RUN-OFF ON T) S i:� ��: MEDIA AND 714, - 12- W/L X/ NORMAL WA'rER SURFACE AVAY)aF WQV,__� in in --,,z : Z �,Z 0 tr. - THE I _1L TER MEDIA 0� It 00 670 < 670 C INDERDRAIN ME IA --1670 ELEV. 66-.75 za 1,,2 / u U z o 00 4-0 u u S 7? 1313 V7 Ct IBIC FEET a. 2 x o TOP OF GLEAN -OUT W1 1307 ....... � - I --- � - __%, I.. - - I ---- I ----- ­­ ---------- -------- 013t 02 u"_1 1= z z DAM � (A 7ER77GHT S ---- - - - ---- ....... ...... - -- --- ----- --- cl-I =) :3 ELEV= (AP (TYP.) 'DOT STE. 7R. 1 JOJ 54.59 L. F. 8__ 77 - L.F. 0 b U (u c) 4j o o 665.25 ES-1 RE'Q'D 4 . 2' ------ ------ ------------ 150.48 L. F z En 6 W ga 00 L. F. 0,507. ---- -- ---- - (n =) Ln m U u u FIRST FLUSH 1.15' 15075 ----- ------ 2 66Z. 0 m WEIR ELEV.= 663.25 0. 50% 15h 1. RCP c3l) 1447ER SURFA ­ --- I --- ------ R Lu in. RCP ------ Sin F- :-LEV= 66). in. RCP < -- ---- 3.08: u < < C/o S Tf 1111 0 Lu W co ca U) 4. L.F ------ �iq W -tl-A ND IFP)Nt�t- qzz! S TR. 1 J05 > 1-4 > < < 0., i07, 7;-5-0'- 11, ui 0� 0� 34. 00 L. F. 1� �k RCP P\ 'ILL --------- tQ c� Lu Ul + + 0- 0- Fn- -q 1.29 0.507. 18in. RCP 660 2., - 660 Z. . . 660 F,�"Js TING \-CLAY CORED DAM 7.4' GROUND AREA ATRROP. WATER EYED INTO THE U) U) WQ10, 1.0, ZN_ > > = JJ, 720 SURFACE EVA TION = a77 AC. STR. 847 EXIS77NG GROUND .7A uj W AEQUIRED 128.49 L. F 0 15.0 CUBIC FEET AREA AT EX WATER SURFACE BOTTOM ELEV 1. oix VDOT STD. --------- u INV. OUT= 658.25 OTTOM OF B10FIL7ER LID INV E�EV ELEVATION 0.62 AC. 661.00 JOin. RCP SL-1 REO'D S77?. 845 :D ( 4'�- 6" PERFC RA 7ED 660.25 (7 yp.) 801 SAN. 0 ELE _=17 160.34 L. F ar- UNDERDRAIN GRAVEL W -P PC FZPE i IR EQ W VA L EN r 0. 50Y. AAA2 1.0% 5 _OPE (MIN.) TO D/ (AASHT0 AN A41N. OR S77?0M IN PROVIDE Lo 771? 1-7 36in. RCP FILL TO BE CONSTRUCTED Do JV Q[1,-77FA LL Lu I ABOVE & BELOW ACROSS EN-RRF WDTHO L6 A( 0 TO 95v. COMPACTICN > E UNDERDRA W PIPE) Lo r _1 ui 20' D. C. m UD 00 CL ui 00 LUCK 810-FIL TER MIX OR 7E,37ED 650- < 0 AND APPROV.-D EQUIVALENT TOP z 4) 650 ELEV= 661.25 (TYP.) DEPTH = 650 > 2.0' SLOPE= 0.007. rl 114- Q� Q) Q) N clq L0 1r) kD O 06 06 06 06 06 tri 1-i N Q; (6 co > (o ko 4) DATE 77 IT7, T/77 41 0 Lq 311104 13AI 0[/-/ > 0+00 1+00 2+00 3+00 4+00 5+00 6+00 DRAWN BY 00 00 114� (3) (30 0) &COPELAND DESIGNED BY Q10=4.75 cfs DL=:O. 75' DLL 50' ftb- ­r_ -.0 2.55 cfs Qfo= 0.28 cfs B. COPELAND -00000 70 Ar _3+00 -2+00 _1+00 Cill, 00 1+00 2+00 5=015 7. S= (k 507. S= 0. 507. *14 oo= a 28 cfs v,,d= 1. 8 5 fps S=6.007. CHECKED BY GRASS DIn,H I V = 1. 59 fps 101 =0.92 fps D=aao' 10 CRASS DI 10 v =2. JJ fps NO IF 10 GRA DITCH D,0-�a6J' 0=0.28 GRASS 10= &COLLINS SCALE NO I D1a 17' =j.W cfs n _/1.17fl NO S�CAI D�a V =1.7? fps 02 = 1. 90 cfs w2 Q2 s SC2 V = 1.48 fps V2 =C1.84fps -=5(V) PROPOS ED (J =2.1 4 GRADE C�l 2 1 "=50'(H) GRAD N- Ll PROP SE9 H0RIZl0NT,!,\','., ;ALE Lu 1 670 .1 50 0 25 50 100 200 __j EXISTING GROUND 0 CIL PROPOSED 0 55x� -EXISTING GROUND 12' LEFT 590 EXISTING GROUND 12' RIGHT EXISTING .01 PROPOSED FINISHED GRADE IN FEBT I inch ft. 0.507. 0 50,%' _EYJS�TiAla Z:) GRADE -00 0 ry VERTICAL SCALE NOTE. MINIMUM J' OF COVER MUST r) cn Z 5 3 5 10 20 0 MAINTAINED 0 1 1 1 WE YA "9 n :2 BE MAINT JN 60 IL NOTE.• MINIMUM 1' OF VER77CAL IN FEET _Z1_ O-7 IS t94 9 (/_0 660 _c 0 SEPARA TION FROM STORM SEWER I inch 5 ft. S /WT _ZrZ 4A -AIT 'A'S YXA _Z < 1­4 41 0 00 Lo to 0 /7-7 z L6 6 c6 00 00 00 00 0() 00 (D to co co co co co -_Z > c� Lq 0 0) 0+00 1+00 2+00 c*4 vi CL w to co co CD (D z w x to co (o (o (D co 0 w U u- w :3 0 0+00 1+00 2+00 _j 0 0 F__q DL--O. 75' LJL a . < J:L (D 3z 680 -.000 Q.�=J.86cfs 680--rn - 0. " iom LLJ ca Lu ®�_1. 77 fps PRED 0 CRASDI�Z <upff=0.25' , 7'GRADE0= NO SCALE 1 Q, 0. 3 1 c fv PROPOSED o 0 DL=0.25' Llff=0.50' Q2 =2 89 cfs DI TC q QO;=a24 c 0 S=2.007. cfs Q10= 1. 11 cfs ry < E� DL-0. 75, DL=0_ it-, S= Z) f) 2 9.15 00 Qin=3 34 cfs S=2. 757. Q -or- L_ 58 fp - 71 -0 H V =1.64 fps DL-49.25 S =o. 07. A;A GRASS- nlTrT4 -L�0=0.22' 0. 50Z 125' SM 0. 5 07. rfq V = 67 fps V =1.67 fps VO SCALE C) Q10=0. 15 cfs L"_ Q,0=0. 15 cfs GRASS DITCH 10= GR SS DITCH =0.41 :D 00 Q V �= 1. 70 fps D� 19' S=4.507. V =1-54fps 14C ALE SCALE U) o 2=0.22 cf 5 2 �o S= 1. 0070 jjl GRASS DITCH t__f cr 0 �4j V = 1. 79 fps GRASS DITCH Dli�=0.60 NO SCALE D�0=0 70 02= 18 C fS NO 02 =2.74 cy§ V2= 14 5 fps 10= v .02 fp s MALE GRASS DITCH 0. 14 GRASS DITCH 10 Q2 =2 4J cfs % No LE 0.19' 02 = 1. 63 cfs V2='.56 fps V2 =2.09 fp 9 0 0 PROPOSED NO SCALE Pro < _j z PROPOSED � EXISTING Q, = 0. 1; c fs J r) = 1. 42 fp V2=1.57 fps < GRADE DITCH f-,PADL:____ 690 670 670 680 X :2.s V2 = 1. 66 fps '<�� Q� w DL=0.25' V2 94 S EXIS77NG q=0.25' 0 =O.Jl cfs PROPOSED Lu EXISTING Q10 S 2.00% PROPOSED GRADE PROPOSED S= 5. 0 ozo QL=0. 5 0' GRADE GRADE PROPOSED .2 DL= 7. 25 GRADE Lu V =2.2J fps Qlo= 0. 41 c; �g EX)STING PR C F) OSED DITCH DITCH 0 u 0 ;00:oo-� Qlc=0 43 cfs 1 0 :3 S= 0. 507. GRADE 'I- RASS DI D TCH DITCH 0.19, S= 5. t 10/. 1.0070 CRASS NO SCALE '10 EXISTING V,,�=1.02 fp s SCALE c 0 L" &J AWA i %AA s GR�, =2,42 fps Q 02=0.22 cfs DITCH f. uo 0 GRADE =u. 098,-.,- NO SCALE 1�0 J2' GRASS MLE =0 21 0. 0.50Y. 0.50Z - / �5% V2=2.05 fps 722 ci 10 tn �. < =0. =0 x 32 c fs 0-0 5 fr, s PROPOSED V2 =0' 9 V2 =2 25 fps 0=0.24 cfs GRADE E 670 670 V =2.61 fps 680 0 10 c: 660 660 D10 0. 15, 0 Vz4ffr J 2a I J_/ AJ y Sl L9E YJR 02 =0' 18 cfs �1� E V4 yXADVI-ZJ_A4-LT _Z 'T kSYX,4 _L 273 ED A__A6_1'E -Z A :3 > Q . -.d 12 V2=2.43 fps 0 --y 0 ii) -0 :3 J A-) _77 1.10 `94 LOTAY /20 6,& <.Ol -A L/ OTA (510 li A- 0 > (D It C*-4 0) 00 U) 0) 00 L0 7 0 0 00 00 to 0 ul co6 t-i 0) 0 (D ti ri P6 P6 wi Ki (.6 L6 L6 c6 co 00 L0 30B NO. ei L6 to o6 aj 0; li K) n r- 00 00 OD oo 7 M.H.J7-351 ,A f i I Topsal" 3 WA FLUSH C IF 52 507- RCP vcl CD 00 U-1 *2' 1 Z29/ /, co (o co (D (o co (D (o to (o (o co to co (o co (o co to co (o (o (o (o 0 66360 fl (01 '01 00 1+00 2+00 SHEEr-a 0+00 1+00 2+00 0+00 1+00 2+00 04-00 1+00 2+00 0+00 1+00 0+m TNO. 21 O 30 o'u -r- c: �_ 0 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA - STREET SURFACE OR NON -PAVED AREA 1' _0" MAX "WEDG-LOK" TYPE ' RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED " CONCRETE SECTIONS 12" . MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" 4'-0„ FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW ' CONCRETE FILLETS VARIES CHANNEL TO BE 3/4 DIAMETER OF , CONTRIBUTING SEWER• „ 12 A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED, EXTENDED BASE MIN. 6" BEDDING OPTIONAL 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. ALL JC?INTS, LIFT DOLES,.: INLETS, :OUTLETS' T0, BE. SEALED 8 GR 0UTE D INSIDE: AND:! OUT, TYPICAL! MANHOLE SECTION .SHOWING BRANCH TIE-IN NTS FIG..: S- I -A 101M 24' 8"MIN EMBEDMENT SPRING LINE OF PIPE Il ) Ar NU. fib 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" mox 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE gaALL RPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE 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 a��ae �-- -_A_ IN Wy,, OROSSWN.K a A s D' CONSTRUCT" JOBTT s$ k=1 91j aja C= B ul (j A--] TANGENT PLAN TYPICAL PLACEMENT AT INTERSECTION 0 c a �T T 'usFn. _ WITHIN CROSSWALK yO STD. CCQ NOTES OR CC-4 - TM OE90N OIOROVOMATES A RAW. FLOOR AT BOTTOM OF Two SLOPND ODES WITH BO' X AO' W"" CSR . C0.2 •S" _ 4B 1 NAX OBEH�aID. PLACEWW OF DRA"ACE STRUCTURES IS CATICA- aAm RNP FLOOR TO BE CLA$S M3 CONCPETE (CLASS V B PRECAST) WITH SLUR RESSTANT MGM aO .T OETECT°HE WARNNC a1MIFACE COVTAIN6 THE E'W' WIDTH OF M RAMP FLOOR WW FLOOR MAY BE •-- ♦' PRECAST OR CAST IN PUCE). THE DETECTABLE WARM" SMALL BE MUM BY AN DPOSED /OOREOATE FLASH. RAW SHALL NOT EXCEED A MAD" SLOPE OF 12M SLOPNO SDES OF CUW Rr,1P YAY BE POURED YONaIitBCALLY MTN RAMP FLOOR OR BY USING PEfaSSaLE CONSTRUMXIN JgNr WITH TIEOUYPED avLt SECTION A -A IF Rnr FLOM IS PRECAST, WLES IMST BE PROVIDED FOR DOWEL BARS SO THAT AOJCBBD FLARED 03 D WEL% B' LONG 5 CM BE CAST " KAM WTRi PLACEMENT Of PRECW KW FLOCK PRECM COIMRETE %0" I '-Lb16Sl.ADMT := BARS ARE TO BE NO.S X S' PLACED rCEMRA TO CEAiER ALONG BON SIDES OF THE RAW FLOOR. W* WLL `F RAID FLOUR. M►TYIBt CONCRETE COVER 1'/E'. --•-+ CURB RAMS WLL 8E MEASTIRED A10 PAD FOR AT THE CONRtACT UTAT PRICES FOR MYDRAAIc CEMENT CONftIEn SOEWALX AID l7WOSF0 ASCIaOATE SICEWALT(, CaBRETE•Ni'LACE. CURBACIMB IID OUTTER SLOPE TRNSITMMFS AD�MCENT 10 TO PBIB RAINS ARM MCLLDEO N PAYMENT SECTION S-B FOR ",Kara"° AD Guru"• WITH USED N COILRk1CTX1" WITH ST"ARD COa OR CO-T, THE CLBS FADE ON TM STANDARD IS TO BE AILISTED. TO WTCH THE NOLMTAALE CURB AND CONFIONIA M. EMI LARTS OF EKPOBFD AGGREGATE SIDEWALK TWV NAPS ARE TO BE LOCATED AS S M ON THE PLANS OR AS.Q X= BY THE 0,Dr . THEY ARE TO BE PROY[flF AT INTERSECTERS WHEREY01 AH AOCESSAPLE, ROUTE' 9 WITHN TW MIT OF WAY OF A NIDIIWAY FACLNY CAOSSEB A CU6 pF.OIADLFSS OF'WHnM DOEWA.X 3 EXWM. ACCES3YXE RWTB S DEEMED AS A CONTINUOUS OROPOBED.OK MC"O' TEAR. TNEY WST at LOCATED MW PFLESTRMN CROSSWALKS AS SHOWN ON PLA1S WOfi4FPUCTEEppST} FWt AND SIP RPebTART OR AS OMECTEO BY THE ENGMLER. A0 SHOULD MOT LOCATED BEfBD YETBCLE STOP LBWS. PATH COHNECTNO Al .A000SSBLE' ELEYDRS OF A EWTSIO UMT POLES, FIRE WORNiTS, DROP BEETS. ETC. WILL ALSO AFFECT PLACUIEM.. FACILITY THAT OMBE APPROAMED.04M A60 USED BY PERSONS WITH MOBILITY iWAM10" PARALLEL CURB RAMP �_ (ACCESS FOR MOBILITY IMPAIRMENTS) -- VIRGWM DWARnW OF TRAISPCRTATKM a03.oa r r ti 12" - I •'� 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN BRANCH 2" FLEXIBLE CONNECTION --J NOTE' WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " a INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH 'TIE -- IN NTS FIG. S--I-B TD- 2 FRAME & COVER SEE FIG. S-i-D, E STREET SURFACE OR NON -PAVED AREA SLOPED AREA 2'-0" "WEDG LOK"TYPE RUBBER COATED V-0" MAX: i" STEEL STEPS OR APPROVED EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE Q " SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 30-0°' MIN THE DROP CONNECTION SHALL BE ` a ONE OF THE ,FOLLOWING: [l 5" a. DUCTILE IRON PIPE (CLASS 50) 12 MIN""' 16" MAX MINIMUM ELEVATION DIFFERENCE 12"MIN 12"MIN ACROSS M.H. FROM INLET TO T1ARIEE OUTLET SHALL BE 0.20 FEET '.` A FILLETED .INVERT FOR A SMOOTH ' ► TRANSITION OF FLOW BETWEEN . INLET & OOLET PIPE SHALL BE .__ ►' , ¢ p PROVIDED.. ,.A 3/4 DIA OF LARGEST PIPE IN MANHOLE '�PMTMIN. 6" BEDDING WITH _ N0. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS, 2. TI•iE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LiFT HOLES, INLETS, OUTLETS TO BE SEALED do GROUTED INSIDE AND OUT, 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL MANHOLE WITH DROP CONNECTION NTS 5.00' 661.36° FIG. S-I-C r i 00 5.00` 1 I-- 34.03' 660J 1.10 634.38' 1.00 659.93' T 2.00° 2.50' .00 T 2.00' 2.50° 9.00' 27.00APPROACH 9.0' 4.50' 18.5LAP ' APPROACH, VDOT CLASS VDOT CASS 5.0 11 RIPRAP 11 RIPRAP �SFT,f 101 LL'Il.�'L Ats'FTff. 901 L � V L S�'RZADER DE �1.�� S RL'�1.1,�E I�.L�'T�1 �II� (nts) (nts) 1,00' 5.5'r . I (- 5.00' 655.34 55.00° 654.79° 0.78'. 1° 1,00 2.50' T EXISTING 2.00' I DEFINED APPROACH 47.25' 15.75' 12.0' CHANNEL . VDOT CLASS II RIPRAP Sjq7ff 801 1001 L,PVRL SPRTA DER DE-77AIL (rats) MINI UM AVERAGE WEIGHT RING 1901bs. COVER 120lbs• 310 lbs, i 71 43 SOLID COVER SHOWN PERFORATED AVAILABLE IF SPECIFIED TANDARD LETTERS NLESS OTHERWISE PECIFIED f0P OF COVER WTTOM OF COVER SUPER CAST, INC. MODEL NO. MH-RCR-2001 OR APPROVED EQUAL 1 3f4" TYPICAL MANHOLE FRAME. 8c COVER NTS FIG S-I-D TD-4 FRAME & COVER (SEE FIG.. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX STORM INLET .° PIPE 2 -0 3'-0" MiN PRECAST REINFORCED CONCRETE SECTIONS 1.2" .MIN "0" RiNG SEALS • 166 MAX 4'+ 5" T 4'-°0 STORM OUTLET "WEDG-LOK" TYPE PiPE RUBBER COATED VARIES STEEL STEPS OR APPROVED EQUAL CAST IN rPLACE. `4 At I r d •. .�L11. 11219 . MiN. 6" BEDDING W/ NO. 68 STONE 1/27 STEEL PLANE 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. 1 ALL JOINTS, LIFT HOLES„ INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. STORMWATER MANHOLE SECTION, OPTION #1, SHOWING 4' DROP INLET FRAME & COVER (SEE FiG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX STORM INLET. 2'-0" PIPE 3'-0" MIN PRECAST REINFORCED CONCRETE SECTIONS 12 . MIN "0" RING SEALS • 166�"-MAX 4'+ STORM OUTLET WEDG--LOK TYPE t PIPE ® RUBBER COATED VARIES STEEL STEPS OR APPROVED EQUAL CAST IN PLACE ° 3' DEEP CLASS 1 e ,, 12" RIP --RAP rPIT REQUIRED. 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 NON --EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. STORMWATER MANHOLE SECTION, OPTION #2, SHOWING 4' DROP INLET SEWER SERVICE LATERAL CONNECTION NOTES AdMk 1. WHERE 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 � COUNTY OF ALBEMARLE S I� TO THE MANHOLE: DepartmerIt of Planning & Community Development' N0 35791 A+-" 2.SEWER, LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE 401 McIntire Road, Room 218 CONNECTED USING A PIPE SADDLE AS MANUFACTURED 13Y "SEALTITE", Charlottesville, Virginia 22902-4596 OR AN APPROVED EQUAL (434) 296 - 5823 Fax (434) 972 - 4012 1 3.MINIMUM GRADE FOR SEWER SERVICE CONNECTION SMALL BE 2X (1/4" SZONAL E PER FOOT) December 29, 2003 4.ALL SEWER LATERALS SHALL HAVE A MINIMUM 2' MIN E DIAMETER OF 4". ¢ u S.ALL SEWER LATERALS SHALL HAVE A MINIMUM COVERfin z M c 01 OF 3 FEET, Scott Collins a o O 711 N. Courthouse Road 0Y E Richmond, VA 23229 5 W M E IC SALT TREATED RE: SUB-03-217 Ballard Field Preliminary Plat; Tax Map 55, Parcel 71 N 3 V FINISHED GROUND 2 x 4 ¢ W> 3 MARKER Dear Mr. Collins: UJ Ce U..ato ~ Zz The Albemarle County Planning Commission, at its meeting on December 9, 2003, by a vote of 6:0, ¢ ¢ r w w approved the above -noted preliminary plat. Please note that this approval is subject to the following rn conditions: p _ 1. The final plat shall not be submitted for signature nor shall it be signed until the following conditions U z 0G - C Z O U} are met: _ ¢ V 0 ~ a: 0 a. Planning Commission approval of a critical slopes waiver; 0 W to o 4W PLUG END OF b: Show reserved right-of-way to the adjacent parcel, Tax Map 56. parcel 13, to allow for a future z o 1A 0 0 MAIN LINE SERVICE LATERAL road connection; _ c` � i V)i w w SECTION c. Show a public road connection to Haden Lane; H t "r y". LLJa -i -t 45'0'0" d.. Remove the "Western Avenue" road name; o � C Q Q e. Zoning Administrator approval' of the parking modification request; and z6­4 U `t ~ O w w f. . Dedicate area for a Greenways trail along Lickinghoie Creek.. t7 00 � m g. Owner of Tax Map 55 Parcel 75 approval of the extinguishment of the access � _J -1 easement to their property. > h I- tia a a B� rY w w a C 0 a a. n final I the f na at b_f. r_ h i ' I eerin Department I L. i he foiiowotg items must rev rweT:i and dpproued by .he A_ng EngineeringP •1•+ can be recommended for approval. A completed submittal form and application, available at the C LU W 'Engineering Department, must accompany all submittals. U) U) BONIN >w IN LINE WYE-TEE a. Water resources staff approval of the detention waiver. There are no detention provisions _ N aJ all PLAN currently on the plat, and if the waiver is not granted, the plat will need to.be revised to show 0 tU provisions x IIce b. Permission for off -site grading on tax map parcels 56.-12, 56-11 B, 56-8, 56-8A, and 55-70F; _ - VARIES c. A stormwater management/BMP plan, computations, and maintenance agreement. The 0 BMPfstormwater detention basin location will require Engineering approval prior to final. plat Ce approval. This may require the elimination of one or more lots to accommodate an approved C basin location; TYPICAL SEWER SERVICE LATERAL CONNECTION d: All drainage easements must be shown on the final plat; UJ e. An erosion and sediment control plan, narrative and computations; f. A stream buffer mitigation plan; and U a w 't 0 N.T.S. g. Road plans and computations: ¢ � E- FiG. S--2 0 4) p m TD-8 > 0 December 29, 2003 Page 2 = DATE P.A. LOT .DETAIL 0 SEEMS r t/1 3/1/04 U."NE'RAL NOT'S: DRAWN BY If you have any questions or comments, please do not hesitate to contact me. 1. DWELLINGS SERVED. 44 &COPELAND 2. PARKING SPACES REQUIRED. - 11 SI^+erely; J. PARKING. SPACES PROVIDED: 15* DESIGNED BY 4. PARKING LOT SURFACE. ` [✓ 5. MAXIMUM. PARKING LOT GRADE. 590 �� B.COPELAND 6. PARKING LOT GRADE PROPOSED: 4% tvargaret Doherty 7. PARKING SPACES SHALL BE DELINEATED IN Principal Planner CHECKED BY A MANNER THAT IDENTIFIES AND PRESERVES MUr'icf THE SHOWN DIMENSIONS BY PAINT STRIPING. . S.COLLINS 8. VEHICLE ACCESS AISLES ALONG C.,: Amelia McCulley . SUMMERFORD LAND AND :WEST END DRIVE ,lack Kelsey . SCALE SHALL NOT EXCEED 109 March Mountain, LLC ENTRANCES TO PARKING AREA FROM NONE 9. SUMMERFORD LAND AND WEST END DRIVE SHALL BE CONSTRUCTED IN ACCORDANCE WITH. VDOT STANDARDS. • * (IN ADD177ON TO 44 PRIVATE' DRIVEWAYS) GRAPHIC SCALE C!� 1. t . ! f 20 0 10 20 40 ao H ,. �IS'CAL 1 =,2D Q o ^^ N� p ( IN FEET. W Z 20 it o� Q c� C6 o0 ' � .0 SUMM.ErRFfJ D LANE' -�"' a W ° o Z o ° (D a TIC = �' S0' > Z 3 0 I MOO (� N 4' R15' L at0 4) v = pK CG-9B > : 5' NC W Z o 689.00 '� S P ° SIDE K U. ¢ EL 3 R30' 4.2 A P=,' o r v' w J R5' SIG W .� R5' a Q U o o a 20' TWOQ) z- p SIGHT S T. 10' WA Y D I VE U .1 t. y (TYP• AISLE 07H ° 10' A� 25 p o F p (T)P.) B� p Z c, 0 o 18 E P- f�T o M Q �/ 2i B (TYP.} 689.0 W w W F & i 8, o TIC _ _ - i sr _ > >4c I�. 687.92 PAINT r„\y� W o STRIPING (/ j/�/ o 1 N c _ 4.2 i. -�. 24 �/ B R20' E .T T a R25 CiG-9B (, _ - U STOP (�TYP.) b SIGN 2 !! ° Q L. - ® . 0 > O v Cl u0i v JOB NO. C 66360 p Tn Q) O G SHEET NO. a.. 24 OF 30 I ----- JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY, 1 5' 111 .,., _ I I I_ 5, ! n N NOD kj WATER SEWER 3 70 C3 a t LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM a SEE PART 3, PARAGRAPH DI SEPARATION OF WATER & SEWER LINES. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 900 TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-12 PLACE 5' GALV. " WITNESS " POST PAINTED BLUE TO INDICATE VALVE LOCATION AS o DIRECTED. MARKER LOCATION MAY BE SUBJECT -11 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE O I II ADJUSTABLE VALVE BOX W/ LID (SCREW TYPE) OR APPROVED EQUAL M.J. GATE VALVE' WATER LINE 2500 P.S.I. CONCRETE d 2'x 2' BEARING AREA. THRUST BLOCK q 4 a9 A A "r p NOTE ; IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-18 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE 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. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4-6 INITIAL BACKFILL 4)MI UNSTABLE 8" 8" 8" 8" SOIL-,,, MI MIN. MiN MIN #68 STONE ,x;. 68 STONE a. ST L bclk, STABLE SOIL 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. BELL HOLES SMALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-13 Q C TYPE `K' SOFT COPPER ; 3-.3/4'x t TEE NOTE - NO SWEATED RTTMIGS (RAM ONLY) DUAL SERVICE /-3/4' TYPE W p SOFT COPPER SINGLE SERVICE NOTE. SADDLES " .,. BE US50 ON PVC PINE. 2) THE SERE A'QRAL SHALL BE THE SAME SIZE A° COPPERSETTER, EXCEPT AS NOTED . CAST RON UD A00gE OPiiN.ESS OIHERV4SE APPROVED. FOSHED GRADE td'-1 BROOKS 220Q SERIES BOX WITH 1/4 BEND COUPLING MUELLER2 NO. H-15D%ad (3/4', 1-) LOCKt1NNG EXTENSION OR APPROVED EQUAL IN UNPAVED AREAS NO. N-15OBa (i ve, 2-) I= NO. L02-93 ((`4 VALVEANGLE NO. L02-44 (I } NO. L02--U t 1/2') 3r MN COPPERSETTER (PLACED ON STONE) OR L0PROV 2E DR APPROVED EQUAL FORD VY72 (S/W414") � VY)'4 (t') OR APPROVED EQUAL f 4' BEDDING NECESSARY BRICK AS CORPORATION STOP (3/4". 1-, 1 1/2`. r) MUELLER NO. H-15000 FORD NO, F-400, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION NTS FIG. W-6. ID-19 45* rhox MO ,l i s\ FOR ALL SENDS•» OR r EN TRENCH • ACCOMMODATE IF REQUIRED. j7ANCHOR BEDDING AS E DI 8RED REQUIRED D45* PLUG MIN, SECTIONSECTION PIPE DEGREE BEND DIMENSIONSVOL TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H I T 90 2.50 2.50 3.01 0.24 4" do 6• 45 22 1 /2 2.00 1.50 2.25 2.00 2.60 2.52 1 0.15 0.10 2.00 2.25 2.50 0.15 11 1/4 1.50 2.00 2.50 1 0.10 90 3.66 3.16 3.21 0.48 81, 45 2.66 2.66 2.77 0.26 22 1 /2 1.66 2.16 2.69 0.13 3.16 r 2.91 2.66 0.32 11 1/4 1.66. 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 - - --A. 10" & 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1/4 1.83 2.33 2.84 018 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 .TYPE do SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 TD-14 18" PIPE SLOT (2 PLACES) [COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 18" ME17P BOX / 6" EXTENSION BROOKS 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL.. (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR. No. 6015-B OR APPROVED EQUAISE 6" OF BRICK and/or . BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-31/4" DIAMETER HOLE IS REQUIRED IN THE LID. METERS SHALL BE LOCATED. IN UNPAVED AREAS TYPICAL METER BOXES (5/S"-1 °' METERS) NTS FIG. W-7 - CO-12A 0 7• WHERE STO.CG-3 OR i r CG-7 6 USED. 'ir` o. 8-U" 4.-0.a 4 ..,n••' 4R CC-82 . b.. 12.19 MAX. 451 LNA)C. B 20; 1 3' SECTION A -A 0 5 DOWELS, B" LONE 3'-O" -a• $ fe • 12" C-C PERMISSIBLE --SLOPEBLE 10+1 CONSTRUCTION JOINT MI CONPE S-RUCTKM JOINT MAXIMUM B Bs B SECTION.B-B 8" ga •oR LIMITS OF EXPOSED AGGREGATE SIDEWALK ® ACCESSIBLE ROUTE 15 DENIED AS A CaNTI N IOUS UNOBSTRUCTED, ST E, FIRM NID §� P RESISTANT A TANGENT' PLAN PAIN CONNECTING AEI ACCESSILE ELEMErNTs OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PERSONS WITH MOBILITY MPAIRMENTS� ^� HIOTES THIS DESIGN TO BE USED FOR CONSTRUCTION `THAT INCORPORATES WIDER SIDEWALK. LAMUNG 14a" WM) REQUIRED AT. TOP OF CURB RAW. MINIMUM CURB RAMP LENGTH AN FOR NEW CONSTRUCTION. 6" FOR ALTERATIONS. CURB RAMP FLOOR TO 9F CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SLIP RESISTANT NTEICRAL DETECTABLE WAMING SUWACE COVERING THE ENTIRE WIDTH OF THE RAIN' FLOOR (RAMP FLOOR MAY BE PRECAST OR CAST IN PLACE). THE DETECTABLE WARNING SHALL:. BE PROVIDED BY AN EXPOSED AGGREGATE FINISH. RAMP SWILL NOT EXCEED A MAXIMUM SLOPE OF t2:l. SLOPING SIDES OF CURB RAMP MAY, BE POURED MONCIUMCALLY WITH RAMP FLOOR OR BY Uwbo PEAWSSELE CONS'MXTION JOINT WITH REQUIRED BARS. TYPICAL PLACEMENT TYPICAL PIL EMENT IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED fOR DOWEL BARS W THAT AOXW49 FLARED AT INTERSECTION SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR, PRECAST 0MCRETE SHALT. CLASS A-1. WI I IN ER ION W1Tt�N CROSSWALK REQURED BARS ARE TO BE NCL 5 x W PLACED T CENTER TO CENTER .ALONG BOTH SIDES OF 'THE R,�P WITHIN CROSSWALK (WITH BUFFER STRIP) FLOOR. MID -DEPTH OF RAW FLOOR. MINI" CONCRETE COVER 1Yt"• CIAO RAPS WILL BE MEASURED AND PAP FOR AT THE CONTRACT (MIT PRICES FOR MYWAXJC CEIJW CONCRETE SIDEWALK AND EXPOSED AGGREGATE SIDEWALK, COMPLETE-)N-PLACE, CURB/CURB AND CUTTER SLOPE TRANSITIONS AWA ENT TO TO CURB RAMPS ARE INCLUDED NM PAYL'ENT FOR CURB/CURB AND GUTTER, WHEN USED IN CON.WNCTION W►TH STANDARD co-3 OR CG•7, THE CURB FACE ON THIS STANDARD Ea . TD BE ADJUSTED TO MATCH THE MOUNTABLE CURB M0 COWWARATNMN. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENCNN EP. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEIREYE'R AN AOMSSAB LE RovIE M WITHIN THE R4HT OF WAY OF A HICf{1MAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTTNQ, PROPOSED, OR NOHE07DIT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGIEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. WAGON& VAFdATION EmTINO L.IGHR POLES, FIRE NYokwm DROP INLETS. ETC. WILL ALSL1 AFFECT PLACEMENT. PERPENDICULAR CURB RAMPawrom 105 (ACCESS FOR MOBILITY IMPAIRMENTS) 502 2Q3.0s VIGINIA DEPARTMENT OF TRANSPORTATION TD-20 - FOR BENDS 8" do SMALLER �H USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE f OF BEND. USE BRACING STRAPS FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES $(OTT R. COLLWS Z- USE 2 STRAPS ON BENDS ADJACENT TO BELLS. No. 35791 - FOR 18" BEND USE 3 STRAPS NOTE: HYDRANT MUST BE AS SHOWN. , \ » a (, I KENNEDY GUARDIAN (K-81A) EQUIPPED NTH CHARLOTTES- MUELLER CENTURION (A-423) I VILLE THREADS WHICH IS THE LOCAL STANDARD. ,p +� 4 BARS 0 12" ON CENTER 1 OR APPROVED EQUAL Q srONAL v - FOR 12 &LARGE i , LENGTH OF BRANCH VARIES B NCRETE CLASS B 6' MIN 2' TO 10' E I U 7 CU. FT. 18" ALVE BO GRAVEL - o o O ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATSOF. • VALVE ;r BEND SIZE A 1 B C D E F T STEEL STRAP 2500 P.S.I. CONCRETE '• .+ Q Q M• o Z Z 4' - 6 i'-p 2'- 2'-b' t'-2 z'- t t 4• WIDTH DIM. F" ,: BASE AND THRUST ; t :• ;, , a .: t ' Lu W s 8' 2'-3 3'-0 2'-a" t'-s' 2'-a' 11,C4 THICKNESS BLOCK .AGAINST UNDISTURBED STABLE aC a a d L O O 11 I/4• 10' r-9 3'-9 2'-s 2' -W S-0 2" FILLET WE STRAP :< 1/4" SOIL. STEEL PILE Na - U U 12' 3'-0 V-3' 3 -0" 2'-3` 3'-8' 2" t8" 3'- V-8' S-3 3'-W 4's" 2 t/2' ST » U 3/4" THREADED RODS TO Z O 00 = S a Z C Z 1/4 THICK 4' - s 2'-s 3'-0 2'-e t'-s 2'- t t 4' LATE WASHER WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED ~ � o ¢ w O � U- L kkkLSL 8' 3'-0' 4'- 2'-s' 2'-e 3'-3' 2". » 3 THREAD1 2 1/2 t0' a'-3` s'-o 3'-0 2'-9" 3'-9 Y ( iv » THE VALVE TO THE HYDRANT WITH 2-3/4 OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING Z FJ (v C3 � 4a O U O U In "" O U 12• -g" •-3' - _ '_ 2" " ' 1 NOMINAL INSIDE 3 4 ANCHOR CONCRETE. IF NECESSARY, A STEEL PILE M - z -� L U) LU LU le W-0 7'-s Y- 4'-0" 5'- 2 t DIAMETER EXTRA BOLTS SHALL BE USED AS ADDITIONAL SUPPORT H ,� d Mee w Z -1 -) 4' - 8 $- 8'- S-0` S-3 S-3 2 1/4 STRONG STEEL PIPE o r- 4 Q a' 3'-6 V-b 3'- S-1r 3'- 2/ 4 ,� Z U 4 M O I L 4S" 10' 4'-8 T-8 X-C a-3' W- 2 1 4 " I 4 B R Z� � CC O] t2' S-s 91- 3'-3 5'- s-9"2//x Oft CENTER FM NOTE": W ,-, 6' 18' -8 BEN CONCRETE CLASS "B" 11'-0 S-9' W-0 r-3- 2 1 12 DS &> -i r\ F- Q Q LARGER 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. M cy- W W CHART FOR UPPER SECTION 2• MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT 46J 0- a (INCLUDING DITCHES ) VERTICAL BLOCKING BETE: STANDARD 90' HOOK ON END OF ANCHOR 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND W w BOLTS TO FACE CENTER OF BLOCKS. VALVE BOX. 13 U) V) 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. vi IT IS NOT ALLOWED 1N THE DITCH. _ (/� W O W ce CONCRETE BLOCKING FOR o UPPER VERTICAL -BENDS TYPICAL FIRE HYDRANT ASSEMBLY DETAIL F _ N.T.S. N.T.S. U.1 FIG. w-3A FIG. W-4 = E ¢ CL w ~ o a TD-15 TD-17 SIZE BRANCH AND VARIES VALVE BOX VALVE THE SAME AS WATER MAIN M.J. PLUG VARIES P •.. '^i WATER MAIN ROD VALVE TO TEE ON-LINE (TYPE NIB' ) VARIES THREADED FOR COUPLING .. 'AND CAP PVC SLEEVE O METER BOX ($EE FIG. W-7) THRUST BLOCK `H NO. 57 STONE VALVE 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS M.J. FITTING--� \-- 2" GALV. VARIES VARIES PIPE 2" THREADED TAP PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 _ CD- 2 CCIMBINATIDN UNDERDRAIN CD-2 ON FILLS to EY-12 TOP OF C Pavement TOE OF FILL Subbase Subgrade DITC _ _ SHED DER LINE FILL ""COMBINATION INDERDRA LINE EDGE DF PAVEMENT CENTER LINE SECTI❑N 90' (With type 1 select material) EDGE OF PAVEMENT SHOULDER LINE PLACEMENT TOE aF FIu -T7R�EN�C-H - Pavement Surface G Base 7 7 4 4 a-iS �5�/.,. to L'W-12 0 0 o CD o 0 0 0 0 r-- Subbase PLAN VIEW SHOWING PLACEMENT OF o•o•o•o.o•o•o•o•o•e•o•o• .---Select Materlal:TypXI or III ..o 0 o CD-2 UNDERDRAIN No. 8 or No. 57 Aggregate . - GeotextIIe Drainage Fabric General. Notes lF'I -oi nit Trench shall be fitted with aggregate ano throughty hand tamped to Insure com- - Pavement Surface & Base pactness. 00000 co 0 0 0 0 op , - Subbase or Cement Stabilized Subbase Pipe shalt begin at the edge of pavement o o Subgrade agd shalt be placed on a grade paratlet [Cement or Lime St% 1{MNNeslMxatder [4X, o•o. o ..:. o • . • • • a • -.-- Select Meterlal hype II or g•� �.�.�.o �'• slope min. grade). No. 57 Aggregate On curb and gutter sections, where it Is lo••` - - GeotextIte Drainage Fabric Impossible to otherwise provide outlets for F-+-+ underdrnlns, they are to be located so as 1,•-0• to drain Into drop inlets or manholes. If it is necessary for the pipe to outfatl into a cut ditch, the ditch Is to be dee erred If and as directed by the Engineer. PLACEMENT OF CD-2 UNDERDRAIN AT BRIDGE APPROACH SLABS On superittevated sections, trench is to be under entire pavement area with pipe on low side only. Approach SlabPavement ubbase NON-PERFORATED:OUTLET PIPE Type of Pita Crushing Strength 4' Nom, Die 6' Non, Dta ted Alum 481 th Yntl PY 03 531 Smooth Wait PE 70 PSI*** 1 70 PSI*** s u 1HWatt Thickness (min) Indus 114Nr Tested according to ASTM D-2412 at 5X deflection. SPECIFICATION STANDARD COMBINATION UNDERDRAIN REFERENCE 232 ON FILLS AT SAGS AND BRIDGE APPROACHES 501 VIRGINIA DEPARTMENT 1F TRANSPORTATION 108.05 701 TD-26 i •CLASS I r �it�4�iil�+� s'+itt�d��•a=�4k7 r: • rw9+rlet+rini�- . 118rIrIINNNRrr:, ,:�rIN�:. .AR 1.� I BSI x.,, IIIVD0T NO Dr �SECTI i 1mv To ftALE LXN M. (VARIES) MATW 0*TM,'RWLE W-SLOPE OF BANK p. ► ' 1 .Nl� . ' .'rILAIrrRIBIIIA�IF, r• -1Lwe«i*. it UNDISTURBED ELEVATIONMATERIAL. A 0r i 6 R UD-4 GECTEXTILE DRAINAGE FABRIC UNDERDRAIN SNAIL BE CENTERED UNDER CURB MID CUTTER tOVERLAP T-0" AT TOIP? PAYED SHOULDER CEOTExTLE DRAINAGE FABRIC PAVEMENT (OVERLAP Y-O" AT TOP) PAVEMENT MATERIAL . T ', �• .. , � • � • • . • A81LliE0 a 4 :' �..'. �4" MAIN, SUSMADE • ' CUTLET PIPE SEE NOTE I �GRRADE NOTE1 ' 2r.0u t,_Dn N0.57� AGGREG2" #" PIPE ATE NOA OR NO.57 T 0 V AGGREGATE PAVED SMOULDER SECTION CURB AND GUTTER SECTION NOTES, L 4" MINIMUM. PROVIDED ATTANW MIWA M 4' OF AGGREGATE ON TOP OF PIPE, 2. WIEN TIE LONlBTUONAL PIPE CONNECTS DIRECTLY INTO A ORANACE STRUCTUIIF (DROP INLET, MANHOLE, £CT.), NOWPERFCRATEO OUTLET PIPES ARE NOT RCOURED. 3. NVERT ELEVATION AT WTLET END (OF OUTLET PIPE TO BE A W HIMUN OF Y-D" ABOVE INERT ELEVATION OF RECENWWG DRAINAGE DITCH OR STRUCTURE,. 4. ALL CONNECTIONS (ELBOWS WYES,EITC.) WITHIN PAY LIMITS FOR OUTLET HIE ARE TO BE RUS OF THE SAME 6HNG STRENGTH AS THE OUTLET PIPE. 5. OUTLET PIPES ARE TO BE INSTALLED ON 1 %MR (31 DEMABLE) GRADE AND LOCATED EVERY 3WMAXIMUM OR AS NOTED ON PLANES. -r--_ COMMERCIAL - SIDEWALK OR ENTRANCE UNPAVED SPACE LEIMM P t UNDEARATEO ETrVRAIN AWREGATE PIP R I. OUTLET PIPE TO BE SECURELY CONIHECTED TO EW-12 OR OTHER DRAINAGE MAINLINE ROADWAY STRUCTURE. ST'D.CURB & GUTTER UNDERDRAIN BETWEEN THE LIMITS ( SrD, CURB 7. WITHIN T1­E LINTS OF A COMMERCIALL ENTRANCE. NON -PERFORATED PIPE SHALL BE CO AL ENTRANCE CURB RETL t9 L GUTTER UTILIZED N LIEU OF PERFORATED PIPE. ALL at ERFORATEO PPE. 9, THE LENGTH Of PIPE BETWEEN THE WYE CONNECTION AND THE EW-12 SHALL BE - - LUTED TO NO MORE THAN T-0" TOI PERMIT CAMERA INSPECTION OF THE MAN LINE IN EITHER DIRECTION. UO 4 ` UP TO ELBOW( TRENCH WITH UP TO meow, LCINGITUDWAL, PERFORATED PIPE PPE Is PERFORATED 45• ELBOW PPE IS AGGREGATE CONNECTION PERFORATED TYPE OF PPE' CRUSHING STRENGTH FrW.T 4" MOM. IXAME:T SMOOTH WALL PVC' tD3 ORRUOATED PE AASHTO M-252 PRIMARY DIRECTION - 45, ELBOW OF WATER FLOW CONNECTION 2' �y-45" ELBOW CONNECTH24 NON PERFORATED NON PERFORATED OUTLET PIPE NON -PERFORATED OUTLET PIPE FOR USE OUTLET PIPE VA PAY ET UNDER COMMERCIAL ENITRANMS AMID FOR OUTLETS PAY LIMITS Y'"�' FOR OUTLPIPE OU[TILTO FOR OUTLET BEGIN WITH PPE TO 45• ELBOW BECK WITH 45• ELBOW #5. WYE CONNECTION 14 WALL THICKNESS (MIN) - INCHESY-0 MAX. . X1101iTESTED ACCORDING TO ASTM 0-2412 ATS%DEFLECTION— (TYPICAU (CITIFY PIPE SHEET 1OF 2 INCEIH STANDARD PAVEMENT EDGEDRAIN 24a VIRCNIA DEPARTMENT OF TRANSPORTATION g5O1B 101Q.06 7IIi ,TYPE OF PIPE CRUSHING STRENGTH N.T14" NOM. DIAMET SMOOTH WALL PVC' .103 SMOOTH WALL PE 70 PSI 3ixx O > U) fy DATE 0 o 4, to 3/1/04 DRAWN BY B. COPELAND • DESIGNED BY B. COPELAND CHECKED BY • S. COLLINS SCALE NONE • V/ z 0 to �0 o� 0 . _F 0 v- C o ¢ 4 Z �f 4 Q0 a � Q W 0 0 o0 3 x 0 U W W � � o .,` a 3 F_ rn W j_ �x pmo°� ¢z` E U U z � 0 0 � {-- ~ ° a L_ Of 0 ■• ■ Z 0" .J Z 0 0 (a O U U 0. u 0 ate+ N C > O .N U 7 O U 41 X a3 a.• O C 41 Ili o Hn 41 -0 U 0 U > O ID 0 JOB NO. 0, _0 t C 66360 =a 0 SHEET NO. a 25 4F 30 � ° , IIE . N.ERAL NOTE',�S'° 1. ALL MATERIALS AND CONSTRUCTION WITHIN THE PUBLIC RIGHT OF WAY SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS, 2. LAND USE PERMITS (CE-7P) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). J. VDOT IS TO RECEIVE WRIT7FN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACRWRES. 4. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 5. PRELIMINARY DESIGN OF THE PAVEMENT STRUCTURE FOR ALL SUBDIVISION STREETS SHALL BE /N ACCORDANCE WITH THE CURRENT EDI nON OF THE PAVEMENT DESIGN GUIDE FOR SUBDIVISION AND SECONDARY ROADS IN VIRGINIA. THE COMPLETED DESIGN WORKSHEET APPENDIX IV SHALL BE INCLUDED WITH THE IN/77AL PLAN SUBM/TTFD FOR EACH PROPOSED PAVEMENT SECT/ON U77L/ZING THE PREDICTED SOIL SUPPORT VALUE SHOWN /N APPENDIX I OF THE PAVEMENT DESIGN GUIDE. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNEC77ON OR PROPOSED WORK TO EXISTING CURBS SANITARY LINES, WATERLINES, ETC. , PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUC7ON PURPOSES, THE CONTRACTOR SHALL IMMEDIA7ELY CONTACT A GE07ECHNICAL ENGINEER AND VDOT. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE GE07ECHNICAL ENGINEER, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH CURRENT VDOT SPECIFICATIONS 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE /N ACCORDANCE WITH VDOT / AND I LD-94 (D) 121.13. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRE7E PIPE IN ACCORDANCE WIN ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS 111 OR GREATER IN ACCORDANCE WTH CURRENT VDOT STANDARDS AND SPECIFICATIONS 10. IF PRE -CAST UN17S ARE TO BE USED, VDOT SHALL BE N077FIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CER77FICA77ON AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PS(). 12. ALL EN7RANCES ARE TO BE DESIGNED AND C0NS7RUC7E0 /N ACCORDANCE WITH CURRENT VDOT STANDARDS RESIDEN77AL LOT ACCESS SHALL BE PROVIDED PER THE FOLLOWING CRITERIA: ALL DRIVEWAY ENTRANCE CULVERTS ARE TO BE 15" DIAMETER x 20' LONG PIPE AND SHALL CONFORM TO PE-1. PRIV47E" EN7RANCE STANDARDS UNLESS OTHERWISE DIRECTED BY THE RESIDENT ENGINEER. NO ENTRANCE CULVERTS ARE TO BE INSTALLED WITHIN FIVE (5) FEET OF PROPERTY CORNER. VOOT STANDARD CG-9D ENTRANCES SHALL BE INSTALLED IN CURB AND GUTTER NEIGHBORHOODS THE SAW CUTTING REMOVAL OF THE STANDING CURB IS UNACCEPTABLE WHEN INSTALLING AN EN7RANCE ON EXISTING CURB AND GUT7FR. CONTACT VOOT FOR INSPEC77ON 48 HOURS PRIOR TO ENTRANCE INSTALLA770N. 13. THE DEVELOPER IS RESPONSIBLE FOR FURNISHING AND INSTALLING STOP SIGNS AT STREET IN7ERSEC77ONS. 14. DESIGN CHANGES, SPECIFIED MA 7ERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO VDOT PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED, TO VDOT FOR REVIEW AND APPROVAL BY 774E RESIDENT ENGINEER. 15, CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVATION OF ALL UNDERGROUND U77LI77ES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PR/DR TO STARTING WORK. CONTACT ENGINEER /MMED/A TEL Y /F LOCA 710N OR ELEVA T/ON IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO 3E A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS U77LITY OF CEN7RAL VIRGINIA AT 1-800-552-7001. THE DEVELOPER SHALL BE RESPONSIBLE FOR 7HE RELOCA77ON . OF ANY UTILITY WITHIN EXIS77NG AND/OR PROPOSED RIGHT OF WAY REQUIRED BY THE DEVELOPMENT 16. ALL STREETLIGHTS SHALL BE LOCATED A MINIMUM OF 9.5' FROM THE EDGE OF PAVEMENT ON CURB AND GUT7ER STREETS AND/OR LOCATED A MINIMUM OF 5.5' BEHIND THE DITCH LINE ON OPEN DITCH STREETS 1 Z CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. 18. THE INSTALLA77ON OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LA7FRALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE, 19. GENERALLY, PAVED ROADSIDE DITCHES ARE TO BE SPECIFIED WHEN VELOC177ES EXCEED CURRENT VDOT DESIGN CRITERIA OR WHEN DITCH SLOPES ARE LESS THAN 0.75X WHERE DITCH SLOPES EXCEED 5.09oa THE DEVELOPER MAY CHOOSE TO IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES IN AN ATTEMPT TO ACHIEVE CHANNEL STABILIZATION WHILE ACKNOWLEDGING THAT ADDI7ONAL PAVED DITCH LININGS MA Y BE REQUIRED PRIOR TO ACCEPTANCE OF THE ROADS INTO THE SECONDARY SYSTEM OF ST,A 7E HIGHWA Y5. PA VED ROADSIDE DITCHES SHALL CONFORM TO VDOT PG-2A STANDARDS AND SPECIFICA77ONS 20. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUC7ON PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADD177ONAL FACILITIES AS DEEMED NECESSARY FOR ACCEPTANCE OF THE ROADS INTO THE VDOT SECONDARY ROAD SYSTEM. 21. VDOT APPROVAL OF THESE PLANS WILL EXPIRE THREE (3) YEARS FROM 7HE DATE OF APPROVAL. 22. VDOT SHALL HAVE PERFORMED THE REQUIRED FIELD INSPEC77ON (PROOF ROLL) PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE(S). CONTACT VDOT FOR SUBGRADE INSPEC77ON 48 HOURS PRIOR TO SCHC-0UL/NG PLACEMENT OF AGGREGATE BASE COURSE(S). 23. A PRIME COAT SEAL BETWEEN THE AGGREGA7E BASE AND BITUM/NOUS CONCRETE WILL BE REQUIRED AT THE RA7E OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICA ]TONS 24. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING AC77W TIES SHALL ACCOMMODATE FORECAST WEA THER CONMONS PER SEC77ON 315 OF THE ROAD AND BRIDGE SPECIFICA RONS, 25. VDOT SHALL HAVE APPROVED 7HE AGGREGATE BASE COURSE(S) FOR DEPTH, 7EMPL,ATE /iND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). VDOT FOR INSPEC77ON FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COUI<,':,E(S). 26. AN ACTUAL COPY OF THE COMPLETE" CBR REPORT lw' TO BE SUBMITTED TO VDOT IN CG"NIJUNCRON WITH FINAL PAVEMENT DESIGNS. ALL PAVEMENT DESIGN RECOMMENDATIONS SHALL BE PERFORMED IN ACCORD&i 'T.- WITH THE CURRENT EDI77ON OF THE PAVEMENT DESIGN GUiD1". ME SUBDIVISION AND SECONDARY ROADS IN V7RGilv`lA. 2Z A GEOTECHNICAC ENGINEER IS TO ASCERTAIN CAUSE AND CER77FY RECOMMENDED METH(: f l OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO ST47F ACCEPTANCE 28. ALL VEGETATION AND ORGANIC MATERIAL MA 7ER/AL /S TO BE REMOVED FROM THE RIGHf' OF WAY L/M/ IS PRIOR TO CONDITIONING OF THE SUBGRADE, 29. CERTIFICA77ON AND SOURCE OF MATERIALS ARE TO BE SUBMIT7ED TO VDOT FOR ALL M ZRMLS AND BE IN ACCORDANCE WITH ME ROAD AND BRIDGE SPECOCA-77 AND ROAD AND BRIDGE STANDARDS 30. THE DEVELOPER WILL BE RESPONSIBLE FOP. THE DESIGN COSTS OF ANY TRAFFIC SIGNAL INSTALLATION AND/OR MODIFICATION WJTLJ VDOT .__._ ROAD CLASS/FICA TIONS ROAD SECTION �® PAVEMENT DESIGN Qf Q2 A MD „B„ SUBBASE BASE SURFACE STA. TO STA. # E pT p BIC - BIC R/W - R/W WEST END DRIVE 1180 6" 21-B 4" BM-25.0 1.5" SM-9.5A 26' 30' 40' 5+00 TO 8+66 WEST END DRIVE 690 05" 21-A 3" BM-25. 0 1.5" SM-9.5A 26' 30' 40' 8+66 TO 13+81 WEST END DRIVE 340 900 FUTURE ( ) 16" 21-A 3" BM-25. D 1.5 SM-9.5A 26' 3D' 40' 13+81 TO 20+ 13 WELBOURNE LANE 70 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 30' 40' 3+ 11 TO 5+00 WELBOURNE LANE 400 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 30' 40' 5+00 TO 6+42 WELBOURNE LANE 400 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 30' 40' 6+42 TO 8+29 WELBOURNE LANE 280 „ 6 21-A ,. 3 BM-25.0 1.5" SM-9.5A 26' 30' 40' 8+29 TO 13+50 BROOK VIEW ROAD 400 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 3D' 40' 5+00 TO 14+81 (900 FUTURE) _ BROOK VIEW ROAD 220 FUTURE) 6" 21-A 3" BM-25. 0 1.5" SM-9.5A 26' 30, 40' 14+81 TO 25+ 16 (900 HAMPSTEAD DRIVE 100 6" 21-A, 3" BM-25.0 1.5" SM-9.5A 26' 30' 40' ALL GRASS DALE LANE 6" 21.-A 3" BM-25.0 1.5" SM-9.5A 26' 30' 40' 10+00 TO 12+57 200 GRASS DALE LANE „ 6 21-A �" .• BM-25.0 1.5" SM-9.5A 26' 30' 40' 12+57 TO 13+93 GRASS DALE LANE 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 30' 40' 13+93 TO 15+38 SUMMERFORD LANE 200 6" 21-A 3" BM-25. 0 1.5" SM-9.5A 26' 30' 46' 10+00 TO 17+35 SUMMERFORD LANE 170 NO SUBBASE 8" 21-A 2" SM-9.5A 24.' 28' 40' 17+35 TO 24+30 HADEN LANE 120 6" 21-A 3" BM-25.0 1.5" SM-9.5A 26' 300,40' 10+00 TO 16+07 HADEN LANE 120 NO SUBBASE 3" BM-25.0 1.5" SM-9.5A 24' 28' 40' 16+ 07 TO 22+22 400 FUTURE)l HADEN TERRACE 140 NO SUBBASE 8" 21-A 2" SM-9.5A . 24' 28' 40' ALL HADEN COURT ,3D 6" 21-A 3" BM-25.0 1.5" SM-9.5A 24' 28' NIA ALL WEST END CIRCLE ( 0 130 NO SUBBASE' 8" 21-A 2" SM--9.5A 24' 28' 40' ALL ALLEY A 74 NO SUBBASE 8" 21-A 2" SM-9.5A 24' 28' 40' (400 FUTURE) ALLEY C 210 NO SUBBA;aI:: 6" 21-A 2" SM-9.5A 12' N/A 24' 10+00 TO 13+13 ALLEY C 13+ 13 TO 18+52 18+52 TO 23+61 270 200 NO SUBBASE 6" 21-A 2" SM-9.5A 12 N/A 24' 23+61 TO 29+92 160� ALLEY E P 10+00 TO 17+44 17+44 TO 23+90 270 t6D NO SUE�m,3A:3E 6" 21-A 2" SM-9.5A 12' N/A 24' 23+90 TO 27+62 70 ALLEY F 10+00 TO 11 +84 70 NO SUBS' �! `':! - ' 6" 21-A 2" SM-9. 5A 12' NIA 24' 11 +84 TO 17+81 30 _ 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF ' l'AV. DESIGN MAY REVISED DUE TO SOIL CONDITIONS AT 77ME OF CONSTRUCTION. 2 A PRIME COAT SHALL BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH V.D.O.T. STANDARDS. 4"--1 TOP OF CURB 2" R d '14- .d4 yq 4" MIN. OA VDOT 21 A STONE BASE 6" 6" ---- 2' UNDER CURB & GUTTER TO BE CHECKED BY VDOT S TA NDA RD CG-F) PRIOR TO PAVING AND/OR BACKFILLING, CURB �C' GUTTER NO SCALE STAMPED NO7FS.• CONCRETE 1. THIS I TEM MAY BE PRECAST 2 OR AL T. BRICK OR CAST IN PLACE. PA VER SYS7EM 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. d 2" SURFACE d � 7» >. ° `� '� (PRIVATE a 4 . ALLEY) 8" BASE \ i 6" i 6" 21-A STONE BASE -CONCRETE RIBBON DETAIL NO SCALE BRICK CAP " �8 - si: 6"ro�� %4 BARS O 12" C-C EACH WAY i 4" DRAINAGE PIPE 17Al BRICK DECORATIVE WALL ACING BETWEEN BRICK d; SMU RU ►NTH MORTAR I 14 BARS O 6" C-C L� I I EACH WAY UNDER AN ACCOUNT RECEIVABLE 31. THE NECESSITY AND LOCA 77ONS FOR ADDITIONAL VDOT STANDARD UNDERDRAINS TO BE DE7ERMINED AT THE TIME OF _1 SUBGRADE INSPECTION.' " J t ING MAINTENANCE OF TRAFFIC NiARRA TI VE FOR 7HE WORK ZONE 32. APPROVAL OF A DETAILED CONSTRUCTION SEQ / DNS U ` WITHIN VDOT " ~ r IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND C TR G 770N a .. MAINTAINED RIGHT OF WAY. 33. VDOT SHALL BE PROVIDED DOCUMENTA77ON THAT ALL IN PLACE PAVEMENTS MEET OR EXCEED THE APPROVED PAVEMENT DESIGN THICKNESS PRIOR TO STATE ACCEPTANCE. 34. GRADE LINES ON PROFILES DEN07F FINISHED GRADE OF CENTER LINE OF ROAD. 35, OWNER WILL FURNISH SURVEY CONTROL OFFSET HUBS FOR ALL ROADS AND EASEMENTS FOR ALIGNMENT AND GRADE. ROADS WILL 774E CONTRACTOR SHALL INSPECT THE CONTROL STAKING AND VERIFY BEFORE CONSTRUC770N. :. •; • �' :. �. _ •+.': t CONCRETE BASE 14" DECORA TI VE WALL DETAIL BE STAKED ONLY ON ONE SIDE. ALL GRADE STAKES DESTROYED BY 774NOTE (1) CONCRETE TO BE RIND PSI MINIMUM COMPRESSIVE STRENGTH E CONTRACTOR SHALL BE REPLACED AT HIS EXPENSE. NOT TSCALE 36, ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.C?04 ft./ft. "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION lMTH ROLL FACE CURB AN0 GUTTER OR CG-7, (2) REINFORCING STELR IN ACCORDANCE WITH ASTM A-6I5 (REINFORCING BARS). 37. WHERE A TYPE THERE SHALL BE A 20' 7RANS1770N ON EACH SIDE OF THE INLET. r I I CA CG-6 R/W C/t RIW CG-6 POINT OF 5" CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 5" CONCRETE ! CG-6 POINT OF CG-6 R/W SIDEWALK - 5 CONCRETE FINISHED GRADE SIDEWALK R -" "' " CURB &GUTTER CURB & GUTTER 5" CONCRETE Jr r SURFACE° SIDEWALK SIDEWALK EXIST; GROUND 2� 2,t 2.`G EXIST GROUND 1 SURFACE 3� wa �' ° o cg o 000 d o 0 0 .: b r • , EXIST. GROUND ... 1_ 2% 2% 2% 2X EXIST. GROUND �� _ _ ,JV 'F:: oo 00 oW o o db °°off aoo ` 31 4" VDOT 21A 42 T BASE 4"2WOT 4" VDOT 21A eBW�° - STONE BASE STONE �OSNEE STONE BASE 4" VDOT 2fA 4" VDT EXIST GROUND 12 25 5 EXIST GROUND STONE BASE 21A BASE SUBBASE 4 2 A T 4" VDOT 21A 2 5 g q 12 STONE STONE STONE BASE 25 EXIST. GROUND 1 gBASE 13 13 6�1 g 1 EXIST. GROUND � 40 � 29 ' 40 TYPICI4L STREETS.E'CTION (40 R/T�' TYPICAL STREET SECTIO ("40 Rl#)r (STCTIOW C/L R CAR R/W R14Y POINT OF CG-6 POINT OF CG-6 5" CONCRETE 5" CONCRETE CURB & GUTTFR FINISHED GRADE CURB & GUTTER SIDEWALK _ FINISHED GRADE SIDEWALK SURFACE 3 1 3 RIBBON CURB 4UtACE RIBBON CURB J.1 EXIST. GROUND 2�' 2� 2% 2X EXIST. GROUND 7 _ 3• 3 EXIST. GROUND 2X 2X 4� 2X 2$ EXIST. GROUND o0 0� oo ao o duo 00 oo i . ` , cj. ocb°mood8 0 �a 09> oaocao° 3 1 6° PLANTING - - „ ; �° 6 PLANTING -'� STRIP m- Y STRIP 4" VDOT 2fA 4" VDOT 21A 4" OT 21AOT STONE BASE STONE BASE 21 BASE SUBBASE STONE STONE EXIST. GROUND BASE EXIST. GROUND 2 5 1.5 4.5 B 13 13 . 61A4 5 1.5 5 2 EXIST. GROUND 2 5�33' B' 6' �m, 2 EXIST. GROUND 8" $" 40 24' TYPICAL STRZET SZCTIoN (ee 40 Rl# (F-EcTlow # JJ 4 J TYPIC44L ALLEY SECTIOAl (e4' OTT R. a COI, MS U No. 35791 ONAL E�1 z rn C1 00 O > aE O U-1 "I C W f N w� uj v Luuo� ~ z z z nQ0E�. ww Lu � E v o CS z 0 0 �o z ov= v 00 _ M i U) W W i- rl w J J rn o o' z U~ z z 0 ww �00_ � mm > ^� QQ LuLu C oui fA 0 N t� cC M - 0 in d? w w O ujclo Q Q o .'1 kD u > G� DATE 4W o 311104 DRAWN BY & COPELAND DESIGNED BY B. COPELAND CHECKED BY • S. COLLINS SCALE AS SHOWN V J CL IL2 C� v 0 c) -0z 0 OM 0M 0 J Q 1. 4 o c oC z � a H (D LU 0 3 y 4) Q o x z 3 x ..IOwc W -0� W I- 0 U +, 7 � O LL z 0 3: Q (D o, W m w ¢z> O O * a V F- U D U Q IZ = Q LLJ U o 2 L .2 0 � O C O •� U O v 0 LEI o 1 C E� 0 o v v � � U 41 c '2 L U } 0 JOB NO. v ° 66360 c 3 0 C N O O SHEET NO. a n 27 OF 30 K 9T. GROUND EXIST GROUND R/W 5" CONCRETE SIDEWALK 6' PLANTING 4" VDOT 21A STRIP 4» STONE BASE S R" EXIST. GROUND 2'I g' 1 EXIST. GROUND CG-6 CURB & GUTTER r' 2% VDOT STD. 4 ��-79ASE t.3 RA R/W O� C/L R/w'l 5" CONCRETE POINT OF CG-6 " POINT OF SIDEWALK FINISHED GRADE CURB & GUTTER 5 CONCRETE _ FINISHED GRADE �.. SIDEWALK -- -- — .-_ RIBBON _CURB RIBBON CURB -" R CO.LUNS 7 SURFACE 3.1 �3 SURFACE 3,1 U ►-, �% _ 2% EXIST. GROUND EXIST, GROUND 2% 2% 4 2,� 2% 2 No. 35791 3 EXIST. GROUND :. 4 ° �D °OpO�BB d� o00 i • °�' °�'O d8 ° cP° o�p o O °O 6' PLANTING _ _' _ssZONAL Eli VDOT STD. 4" ►SOT STRIP 4" VDOT 21A BASE 4" VDOT 21A SUBBASE UD-4 2tA STONE BASE STONE BASE STONE EXIST. GROUND E iT _ _ - . EXIST, GROUND �• s' s' S ! EXIST. GROUND ¢ O 40 TYPICAL STR�'�'T S 'CTION (40 R/K) (STCTIOW ,# CAPOINT CG-6 OF CG-6 CURB & GUTTER RINISHED GRADE CURB & GUTTER SURFACE RIW 2% - 29 2% Opp pp exp.,,000 °c, V& oP o&* 'a0 %OQ O ,,,o'° .O °f$ ° ffb O°Oocft d)o 00O°6,py� :• • Je .}:f• BASE SET _BASE 1 29 AA TYPICAL STREET SEcTla (40/Y.) (SE6yFlOW #Af C/L �'��X 1" R CG-6 POINT OF CG-6 5" CONCRETE CURB & GUTTER FINISHED GRADE CURB & GUTTER 3' SIDEWALK DECORATIVE SURFACE WALL 2% 2% 2% 7� 1 , - '4 4" VDOT 21A 6' PLAN77NG STONE BASE STRIP 4'.�a BASE SUBBASE B SEE 5 . C 4.5- ®25 13 . 'ORA71 WALL I /W 5" CONCRETE' R is SIDEWALK 2% 1 13 24' � �r E O > w E C r, _ TYPICAL ALLL'Y S�'CTION (,24' l#r) (SUCTION ,# j W � N Q E— »_¢, T Q �> C� RI ¢ QIW u�.o`r° z z R CG-6 POINT OF CG-6 x W � E 1 CURB &GUTTER FIN/SHED GRADE CURB &GUTIER 5" Q ~ o �.+ U OU SURFACE 3:1 U z p «> v z EXIST GROUND 2X 2X = a x O ,3 EXIST. GROUND 2% 2% 3 EXIST. GROUND Cce ce LLi a U 0) CD 00 (n W W 4" oT BASE SUBBASE 4" woT 4" VDOT 2fA a C) rn = p EXIST. GROUND STONE BASE EXIST GROUND TONE sTavE EXIST. GROUND z U 4 P4 z g x BASE BASE Ca Z � m LU m 4.5 2.5 13 f3 2 5 4.5 1 5 > ,-{ w Q Q w r I J H .J J ~ ~ Uj LU CL a TYPICAL STRL'L'T SECTION (40 R/TY� (,S'L�'CTION ,#,�c min LUUj CA U cv CURB & GUTTER POINT D CURB & GUTTER 5" CONCRETE 0 _ FIN/SHED GRADE _ce / SIDEWALK R W 3l 2% SURFACE 2% 3:1 0 � EXIST. GROUND ua 5" CONCRETE EXIST. GROUND 2% 2% 1 '• `T. 7 SIDEWALK 3 1 - -- 3 - ., °°° o<t, «n «t�° s w°°��° °.8 ° - �„ °° �, °° • ,�. E •• ? s ' = v 2% 3 , EXIST. GROUND _'� — 4" OT 6ASE 4» r T 4" VDOT 2fA z Q 0 o • :: S STYE TONE STONE BASENa EXIST. GROUND BASE a4SE EXIST. GROUND M a 6' PLANTING 1 2.5 12 12 2.5 5 i > STRIP 4" VDOT 21A DATE 21A STONE BASE BASE29 3/1j04 70NE EXIST. GROUND 0 c+Ii TrPICAL S.M.S CTTo (40 " Rl#) (SECTION # J I C/L CG-6 POINT OF CG-6 CURB & GUTTER FINISHED GRADE CURB & GUTTER SURFACE 2% 2% P. . 6 •7 ,,,p <00 O� �ifryt�ii O CP p00•^OOD 0*O 5' PLANTING 4" VDOT 21A STONE BASE STRIP 4' MOT BA`';` SUBBASE s10NE BASE BASE 5 4.5 2.5 1.3 1,3 25— 1.5 R 3' DECORATT VE 2% WALL ' •--r STONET BASE _4 5 1.5 5 TYPICAL STREET SECTION (VAR. #IOTY R/Y, (SECTIOAT ,# ,� DRAWN BY � —4 , B. COPELAND DESIGNED BY R11W1 5" CONCRETE SIDEWALK 3' DECORATIVE 2% WALL PLANTING 4" VDOT 21A S7RlP STONE BASE R5 1.5 5 TYPIc�AL STREET STCTI (®� "#)r (SECTfow #®.% "=4' C� RIW CG-6 POMT OF CG-6 NOTE; CURB &GUTIER FINISSHED GRADE CURB &GUTTER 5" SDE LK'E ALL 'ROADWAY CENTERLINES sulRFACE /' 2% 2% 2% COINCIDE WITH RIGHT—OF—WAY ... , ,. CEN�iERLINES DECORA nVE 6' PLANTING 4 ToOTT 22'1 AA WALL BASE SUBBASE 4 VVOT S7RIP STONE BASE BASE 4a - TYPICAL STREFT SECTION (40 RI) (ASYPCTION R W / CG-6 POINT OF CG-6 _ 5" CONCRETE CURB & GUfTTER FNISHED GRADE CURB & GUTTER -- SIDEWALK 3, '� 1 P SURFACE EXIST. GROUND 2X 2% 2% 2% EXIST. GROUND VDOT 21A 6' PLANTING ° dw O°oag dy 000 _ M Dm 00 o'b °p o4 ° 74" STRIP 4 `0 STONE BASE 4' WOT BASE SUBBASE 2WOT Zn EXIST GROUND S�IE STONE EXIST. GROUND �r w 94 f3 25 45 0En (o B. COPELAND CHECKED BY S. COLLINS . SCALE AS SHOWN V / z L 0O (D 3" 0Z 0 o : Q c� -ca 0 0 z O W W c . 1 > ` 3 0 U) cl 1 � L O 4) z x � o W i.,j W I— U 7 0 O LL. l_ z Q c w A Y m om° zc 6 p O E0 U H v 1--1 � IY 1— . ° c �- ( D 0 W 0L c 0 v J Z Z Q 0 cn W = Q c U t..2 n� o� CL C "_4' �o 0-0 C� R/W 5 t• CG-6 POINT OF CG-6 5" CONCRETE CURB & GUT7ER FINISHED GRADE CURB & GUTTER 2" CRUSH€D 3' SIDEWALK — SURFACE STONE c) V) DECORA7IVE SURFACE 3:1 4 CONC. -- - WALL 2% 2% 2% 2% EXIST. GROUND �` E � 00 a O V1 00 Mr 1mr Mr 4" STONE BASE " OT 21A 6' PLANTING TYPE 57 STONE STONE BASE STRIP 4" wor BASE SUBBASE 4" ►�oOr „ ' 2 STIONE STIONE Ex�ST. GROUND 4 21-A STONE BASE 0 o 5 �5BA � t,� f�5 45 1 SIDEWALK DETAIL TRAIL WAY DETAIL JOB NO. Q L 1.540 NO SCALE NO SCALE 66360 3 �° D �+�y �,/l �rr� �7r�°} NOTE.. ADD UNDERDRAINS ALONG SIDEWALK NOTE.• ADD DRAINAGE PIPES ALONG .7RAILWAY a Q Td P�L STREET a.71e CTIN (40 /9/J (�JL'e d d C/N SHEET NO. a AT SPECIFIC LOCATIONS IF WARRANTED DUE AS REQUIRED TO ENSURE POSl17VE DRAINAGE (D 0. ` TO UNUSUALLY WET FIELD CONDITIONS FLOW & TO PREVENT POND/NG BEHIND THE TRAIL. 28 OF .30 � o �, I —� OD TYPICAL STREET SECTION (40' RZ#r) (SECTION # ,J 0 Z 5— Type of Pipe Crushing Strength 4" Nom. Die. n8LL 6" Nom. Dia. Corrugated Aluminum 0.48 Smooth Well PVC .103 .153 Smooth Wall PE 70 PSI*** 70 PSI \ Jr 13� 00 Sta. 1,3+25. a. 5' It Begin Project 1ta. 13+25. 36 14j00 f\ Sta. 0+25. 1,5,�.00 ZLit 15 1111ft*144� Sto. 157-45 t 7.5 mr. _--PROPERTY LIME NOTE. OLD TRAIL DRIVE CURB AND GUTTER SHALL TERMINATE AT THE END OF THE RETURNS (STATION 82+70), AND OLD TRAIL DRIVE SHALL TEMPORARILY TIE-IN TO JARMAN'S GAP ROAD WITH A 50' PAVED RADIUS. THE DEVELOPER SHALL BOND FOR THE INTERSECTION IMPROVEMENTS AS SHOWN ON THESE PLANS. AT THE ,TIME WHEN JARMAN'S GAP ROAD IS APPROVED, THE DEVELOPER SHALL CONTRIBUTE TO THE INTERSECTION IMPROVEMENTS, INCLUDING TURNING LANES AND A STOPLIGHT, IF WARRANTED. IN THE EVENT THAT JARMAN'S GAP ROAD IMPROVEMENTS ARE DELAYED INDEFINITELY, THE DEVELOPER SHALL BE RESPONSIBLE FOR THE INTERSECTION IMPROVEMENTS. VDOT APPROVAL OF THE INTERSECTION PLANS WILL BE REQUIRED, AT THAT TIME. 1*1 17+0() CAIST INC W IVOR TI-IE-, .. R411VE IS ON "' "' 'J" J4WAN'S 18+00 floposed 8 OAD, 14LL 1�tyA,�N GAP - -Oki 7 ft,� WNW w V ALL, 16 16+00 Sto. 16+57.45 175' Lt. .234? Stor' (C C 4 cr, Std, CG-6 Req,'d. 19+00 15 Shoulder-Seotibn 00 HORIZONTAL PROPERTY LINE `7 GRAPHIC SCALE 15 30 60 120 I inch m tt. 20+00 19+40,68 Sta. 20+35.45 IX Lt, Radius, DO Arc Length PROF 21+00 Std. C Reolk. . ,,wC-Length - 94. 4( Prescriptive RIW Sta. 21+30-21 RIW 8.5'Rt. tv k Sto, 21+30.21 8.5' Lt. End Project Sta. 21+30.21 0 14+00 V7 S TA: PW ELEV` � 735.20 A. D. 1.20 HIGH POINT E'.EV = 73J,69 745 K 63. J3 - 745 P, mph P W S TA 21+00 N 0 L( POINT ELEV 731.63 PW ELEV 734.40 100 vc LO POINT ST4 P V1 S TA 16+24.51 16+ 00 PW STA = 17+50M.10 PW STA PW ELEV = 18+50 = M. 10 A.D. = K = -5.45 55, 01 + PW PV7 ELEV - ---f = 732.80 - -03 - A Q - fl L2 - S.S.D. - J480 A.D.,= 3.53 K 6.77 K �54.55 V 79 V =1 40 mph K 56.60 S5. D. - r 1094' mph (n Q) 00 0) U-) . V 35 mph V 7 9 mph 100 vc 300 vc 74Q + 740 200 1- vc - 100 vc m) U) w C) 0 > 00 + 0 o Lt) > to TD, 11D 0. T + t tO o 0 LO v (4­� 00 0 + C0 n N 06 ""% + 0) re) 00 C4 pe) n +f-jN -CN �- + ri (A 0 0 0 (y) W" L0 n r- tn m- V- I N I 0 0 ntl) 00 pn V-1 Z) V) 0 LJ IX) 0) nNz) 0 > > Pr,, )posed' Grade > > ww U L;j 0 It (:W) 7'� 00- + + CV Q. �N > UJ > W�;� co m 0 -2-20,% > m > m N m Cq N N C,4 to V 'N NN N r< r­z to CN , , r, I- m m U) U) V) U) 735 + N NN va z) ro co +,-: N % 66i.. .. ww >>>> 0.52% 0 27. .5 ,4 to + N sg, N) Q- C) 0 Q. LJCD[f]M 0.52% 9. + Begin Rroject Sta. I + 25-36 (n Q) 11-2 :1z R, 0 1.33% 0.30% 5 77?. 1 116.31:. 7 201A.": o -2. z, 13 5 730 Mn. RCP,..� Exis tin g Groun d 730 End Prcject Es to. 21+30.21 --------- S7R. 5-6 SM 6- 7 154.17' 15in. 71.46 a 52z RCP SM. 2-3 113. 62' 1.313'0.6790 5in. RCP 11 STR. J-4 S TR. 7- 4 15in. RCP Ii I 725 55.00' 5-4, 725 HORIZONTAL RAPHRA' SCALE 0.967. 1Bin. RCP 1/ 1 0.9570 in. RCP a 0 15 30 80 12) rr GAP URN LANIFS )ARM. WS W FWr 30 I inch ft 720 720 co to 0) tn r- fl- 00,14- coo CO 0 PO C4"* C14 Lq .0 It U-) w 0 r- V) to "t 04 LO -co .00 C� K) I LO ur) o� 04 0 0 od 0) 0 0 006 CK) .V- rn LO U-) 0) TO LO G) (0 q 0 �t - . LO r-, LO 6 rj 04 co .00 (o - mo LO 0 C14 C4 w C14 C14 .0) C*" C-4 N n vi n V) n "i 04 f-i 04 C14 n r14 n n r, to C14 C14 C4 C14 00 0 10(o C� to to n C-4 C� to r r', r- r- f., o' r SCOTT R. COLLINS' 0 C-) No. 35791 IONA E z CA v; 0 0 E E 0 uJ .55 UJ 3: < to uJ 17 n r 22 0 E'oj- 7- UJ - 0 -.5 ar" Lm 2: ce ga� g 00 z 0 U 15 -m z 0 � a mo � Z 0 Ce u- L. E z z cl (n 0 :D :3 0 Ln = C! M &. (.) U < t2 -t :3 ai 0 r� 4. C UJ 0 a� < U d M z 2: C:) QD 0 w C9 > U < m 0' C.4 w rL w vi 0� D 0 (D 0 4J w E CL < 0 0 z 0 0) > < d M wV) > a DATE 0 0 4W 311104 DRAWN BY S.COLLINS 0 DESIGNED BY Ic S. COLLINS CHECKED BY S. COLLINS SCALE 1" = 30'(H) I"= 3;(V) VI z 0, CL V) AO w 0 U- -C U) 00 C z aL to ') Cg cid 0 3: Vl C) z J: a z x 0 CL -u Lij U U :3 w '0 0 -J 07. C� CL 3LL < y LLJ C7 w -C C)r1IZ, 0 C < >1 C o 0 z 7o 2 o Ce LLJ 0 J D V) Z < 0 cc)< :E :E < �.c UJ P 'a (D - � 0 0 41 0- 0 , 2 0- -C E 0 41 E 0 Z 0 > q) JOB NO, 0 66360 C, SHEET NO. r ll9 74 U 1 linch = 30 fL 2.22 Acres 11 0.67 Acres X0.71 A .ES JISTR. 9-6 PROPOSED UNDER OLD TRAIL DRI CONSTRUCTION PLANS PROPOSED S73?. 9-6 SIZED TO ACCOMMOD TE JARMANS GAP DRAIN GE PRO V$. p OLD TRAIL DNS TRUC TED PRIOR TO THE CONS TRUC TION OF BALLARD FIELD. J IAK614i@ ... tl' - INLET PROIE'cncw i DD - DIVERSION DIKE 0 - l:ONSM0770M iNIRANC.E -- %LT FENCE 720 TH ----Varies 0' to 9' to 0'-- 8.5'- -� Q SCOTT R. COLLINS'Z Std. CG-6 CIL U No. 35791 ,1. - - ----- Curb & Gutter Req'd.Overlay A Existing Ground Existing Pavement oc,v with 2" SM-9.5 A �sst ut S! 4 2 SM-9.5 A 0NAL E 0 4" BM-25.0 FA Fill Si0p,.r C «� (Existing Pavement) o o -.. 3� Q 8" 21-B w C 2.5'-- STD. UD-4 w 3 U UNDERDRAIN REQD. D. u > Existing Ground r � 3 JARMANS GAS' LEFT TURN LANE' d " � " -- 0.0E4 .TYPIC4L STREET SECTION � a � � � L o STA. 13*,e5. 3Fi TO ,V * 30. ,01 6 z c 0 c � z O 09 p V a) c) ,� + i� o �C�UU � O Ln M M CA Varies 0' to 9' N F o T % © Q ~ Std. CG-6co o w Curb & Gutter Req'd. _J . 1 ., IO rx w 1-2" SM-9.5 A 4 C 4" BMf-25.0 4) w •�--- a -2% t/f tau Ce p voo S/Q ad e -5" 21-B Q oQc STD. UD--4 2.5 C UNDERDRAIN REQD. ExrstIng Ground di JARMANS'' GAP RIGHT TURN LANE X C U TYPICAL STREET SECTION < o L'/Gj_H F SIDENOTES: 0 > STA. 14*.. 5 TO 15-f- 96. 1 1. STA, 14+25 TO 14+75 - USE 2: 1 FILL SLOPE 1 "- 4' a DATE ilJ1 311104 DRAWN BY S.COLLINS Horiza t of Alignment Steel' %on and Curve Report: 0 DESIGNED BY Project: 66360 Thu February 26 11: 30:56 2004 0 S. COLLINS Alignment, ✓armans, Gap Road . CHECKED BY 4 Desc. Station Spiral/Curve Data Northing Exsting S. COLLINS - - - - - - - - -- ...._. -- ._-_...------ _.._.. - - - - - - _-- - - - - - • � SCALE Pl 10+ 00 3912915.8313 11421452.8375 • 1 " = 3 0' (H ) Length: 729.63 Cause: S 73-27-25 E . I = Y(V) _--------------- -------_---_,.__..-------------------_----- . Pl 17+29.63 3912708.0787 11422152.2682 Length: 873.32 Course. S 89-41-22 E Delta: 16-13-57 - Tangent Data D 10+00 3912915.831J 11421452.8375 N « 15+ 15. 72 3912768. 9883 11421947.2068 ° " Length: 515.72 Curse: S 73-27-25 E A Q ---------------------------------------------- --- ---- Ll,l � F Circular Curve Data H s a PC 15+ 15. 72 3912768. 9883 1142194 7, 2068 < LL N RP 3914206.8974 11422374.3104 4 G V) PT 19+40.68 3912706.9194 11422366.181J ° �0 0 Delta: 16-13-57 Type: LEFT ,.�/ z CL Radius: 1500.00 DOC: 03-49-11 Lj•, Length: 424.97 Tangent: 213.92 Mid -Ord: 15.02 External. 15,18 > 06 ° Chord., 423.55 Course: S 81-34-24 E Es: 15.18 z ; kX iv ---------------------- ------.------------------------- J a CL W w I o Pl 26+00. 09 3912703.3458 1142,3025, 5779 F*-q ----_---.----- - -----._-------------^-------------- LL 2: LLJ Tangent Data w 3 19+40.68 3912706.9194 11422366.1813 m 26+00.09 3912703.3458 11423025.5779 4 Length: 659.41 Caurse: S 89-41-22 E 0� E U z aC p/ a 0 D U H © � a v �---'� L Proposed Old DRAINAGE DESCRIPTIONS � ° Trail Drive CL Z -� 715 PIPE INF0RAlAT10N INLET INFORAIATION <L 2 NQ' DIA. LENGTH SLOPE INVERT INVERT MATERIAL INLET' NOSE INLET SLOT RIM * COMMENTS co w F I (lin.) (ft.) (9) IN OUT TYPE TYPE STATION LENGTH EI_EV. o �a B 13+38.77 STD IS-1 ES-1 REQD t ,a 1-2 15 116. 31 Z 20 737.25 728.88 RCP I!I � � o 2 Dl-, B B 14+55. 06 12.0 737.40 STD /S-1 REQD Na 7 . g ;a Existing Waterline 2-3 15 !l3.62 1.31 728.78 727.29 RCP I// N= 734. It ° 3 DI-30 B 15+69.24 .12. 0 734.07 STD IS-1 REQD La 733 5 Q =23.l2 CLs 710 3-4 18 55.00 0.96 727.19 726.66 RCP NI L Sm ��=0.50z 4 DI-3C B 16+25.00 8.0 731.58 STD IS-1 REQD `Ito 2.00y fps 5 DI-38 B 19+09. 71 12. 0 733.35 STD IS-1 REQD !a_ 733. o ° o Dto 1.96 5-6 15 71.46 0.52 728.78 728.41 RCP Ill N= 73 .0 V =1.85 fps RI 0I-3B 8 18+37.21 12.0 733.02 STD IS-1 REQD L= 732.97 0 6 z OLD TRAIL D 6-7 15 154.17 0.67 728,31 727,28 RCP 0 ° A TERLINE CR O SzUNO D/-3B a 16+80. 72 12. 0 731.85 STD /S-1 READ N= j3f 6' v 7-4 15 54 92 0 95 797 18 726 66 RCP 705 N d . U > 8 Dl-3C B 15+96.31 8.0 731, 64 STD IS-1 REQD " 4-8 21 51.53 0.99 726.56 726.05 RCP 111 306 NO. E OUT 21 40,15 1.12 725.99 725.50 RCP !ll STD EW: 1 REQD 663E Q N , * RIM ELEVATION REFERS TO THE TOP OF INLET BOX FOR STORM WATER INLETS. SHEET NO. ci R4.010 n4_rin * VDOT STANDARD ST-1 STEPS SHALL BE USED FOR ALL STRUCTURES WITH A DEPTH OF 4'-0" OR GREATER. T oa .-. 00 r� 00 00