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SUB201800164 Plan - Approved 2019-06-21
FtSITTEE DATA/ DEVELOPER: MARCH MOUNT PROPERl7ES LLC CONTACT. DOVE BROCKMAN 1005 HEATHERCROFT CIRCLE, SUITE 400 CELL: (702)-985-9088 CROZET, VA 22932 davegoldirailvillage. com OLD PLAN PREPARER. ROUDABUSi GALE, & ASSOCIATES 172 SOUTH PANTOPS DRIVE, SUITE A CHARLOTTESVILLE, VA. 22902 (434)-979-8121 TAX MAP PARCEL No: 055EO-01-00-00OA2 PARCEL AREA: 23.27 AC ZONING: NEIGHBORHOOD MODEL DISTRICT IN ACCORDANCE WITH PROFFERS OF ZMA 2015-00001 APPROVED FEBRUARY 1, 2016 ENTRANCE CORRIDOR OVERLAY DISTRICT STEEP SLOPES (MANAGED & PRESERVED) OVERLAY DISTRICT USE. 92 SINGLE FAMILY LOTS (73 SFD, 19 SFA) BUILDING HEIGHT: SINGLE FAMILY DETACHED: 2.5 STORIES OR 42' SINGLE FAMILY ATTACHED: 4 STORIES OR 60' SETBACKS: FRONT. 5' (MINIMUM) 25' (MAXIMUM) SIDE. 5' REAR: 5' AREA SUMMARIES: SEE SHEET 2 LOT AREAS: SEE SHEET 2 GROSS RESIDENTIAL DENSITY. 3.95 UNITS/AC. MAGISTERIAL DISTRICT.' WHITE HALL MAGISTERIAL DISTRICT STORMWATER MANAGEMENT- AS DEFINED BY THE OVERALL STORMWATER MASTER PLAN (WPO20160009), APPROVED 412512016 WATERSHED: LICKINGHOLE CREEK TOPOGRAPHY: LOUISA AERIAL SURVEYS, AUGUST 2012. ROUDABUSH, GALE & ASSOC. AUGUST 2018 (ASB) BENCHMARK: INLET TOP ON OLD TRAIL DRIVE = 653.0 DATUM. VERTICAL - NAVE 88, HORIZONTAL - NAD 83 CRITICAL SLOPES: CRITICAL SLOPES EXIST WITHIN THE PROJECT LIMITS. GRADING ACTIVITY IS PLANNED WITH THIS PROJECT IN ACCORDANCE WITH APPROVED ZMA. THE LIMITS OF THE CRITICAL SLOPES WERE DETERMINED BY THE ANALYSIS OF THE EXISTING TOPOGRAPHY FROM THE AERIAL SURVEY AND GIS CONTOUR DATA. A PORTION OF CRITICAL SLOPES HAS BEEN FIELD VERIFIED TO BE LESS THAN 25% AND EXHIBIT HAS BEEN SUBMITTED UNDER SEPARATE COVER. CRITICAL SLOPE EXHIBIT APPROVED BY COUNTY STAFF 8130118 IN ASSOCIATION WITH WP0201800010. FLOODPLAIN: PORTIONS OF THIS PROJECT ARE LOCATED WITHIN THE FEMA FLOODPLAIN LIMITS AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510006 0237 D. EFFECTIVE DATE: FEBRUARY 4, 2005. THERE WILL BE ENTRANCE GRADING OPERATIONS ASSOCIATED WITH THIS PROJECT WITHIN THE FEMA FLOODPLAIN LIMITS. HEC-RAS STUDY HAS BEEN COMPLETED AND SUBMITTED TO THE COUNTY ENGINEER FOR DETERMINATION. ADMAN APPROVAL GRANTED FOR FDP201800018 on 11/06/2018 PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY DETACHED - 73 SFD = 146 SPACES 2 SPACES PER SINGLE FAMILY ATTACHED - 19 SFA = 38 SPACES 184 SPACES REQUIRED TOTAL PARKING PROVIDED: 4 SPACES PER SINGLE FAMILY DETACHED - 2 GARAGE + 2 DRIVEWAY 73 SFD x 4 = 292 SPACES 4 SPACES PER SINGLE FAMILY ATTACHED - 19 SFA = 38 SPACES 88 SPC ON -STREET (ONE SIDE OF BISHOPSGATE LAME) 418 SPACES PROVIDED TOTAL LANDSCAPING: SEE LANDSCAPING PLAN FOR PLANTINGS, SCHEDULE AND SPECIFICATIONS, NOTES AND DETAILS LIGHTING: 1. ALL PROPOSED LIGHTING WILL NOT EXCEED 3,000 LUMENS: 2. EACH OUTDOOR LUMINARIES EQUIPPED WITH A LAMP THAT EMITS 3, 000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIES AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND FROM ADJACENT ROADS. J. ALL OUTDOOR LIGHTING SHALL BE ARRANGED OR' SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. NO EVIDENCE OF A BURIAL SITE WAS FOUND ON THIS PORTION OF PARCEL Al. THE STREAM BUFFER(S) SHOWN HEREON SHALL BE MANAGED IN ACCORDANCE WITH THE THE ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. THIS SITE IS NOT LOCATED WITHIN AN AGRICULTURAL -FORESTAL DISTRICT THIS SITE IS LOCATED WITHIN THE SOUTH FORK RIVANNA RESERVOIR WATERSHED OF A PUBLIC WATER SUPPLY RESERVOIR. GENERAL CONSTRUCTION NOTES PLAN NOTES 1. THE OWNER WILL DESIGNATE A PROJECT MANAGER TO ACT AS OWNER'S REPRESENTATIVE DURING THIS PROJECT. CONTRACTOR SHALL REPORT DIRECTLY TO THIS PROJECT MANAGER UNLESS OTHERWISE DIRECTED. 2. THE DESIGNER HAS CONDUCTED NO STUDIES DESIGNED TO DISCOVER THE PRESENCE OF ANY HAZARDOUS SUBSTANCES ON THIS PROPERTY AND ASSUMES NO RESPONSIBILITY OR LIABILITY RESULTING FROM THE PRESENCE ON ANY SUCH SUBSTANCE. 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES. THIS INCLUDES ALL NECESSARY PERMITS, INSPECTIONS. BONDS, AND OTHER APPROVAL RELATED ITEMS IN ACCORDANCE WITH THESE PLANS AS WELL AS LOCAL., STATE, AND FEDERAL POLICIES. 4. PAVED OR RIP RAP DITCH MAY BE REQUIRED WHEN. IN THE OPINION OF THE RESIDENT ENGINEER OR HIS DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 5. ALL TRAFFIC CONTROL SIGNS SHALL L CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION, AND SHALL BE PROVIDED BY THE CONTRACTOR. & ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE VDOT ROAD AND BRIDGE STANDARDS (LATEST EDITION) AND THE VDOT ROAD AND BRIDGE SPECIFICATIONS (LATEST EDITION). EARTHWORK, DRAINAGE, & SITE CONDITIONS 1. EXCEPT AS OTHERWISE SHOWN ON THE PLAINS, ALL CUTS AND FILLS SHALL MATCH EXISTING SLOPES OR BE NO GREATER THAN 2:1. 2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS. ALL FILL MATERIALS SHALL L BE COMPACTED TO 95X OF THEORETICAL MAXIMUM DENSITY AS DETERMINED BY AASH ID T-99 METHOD A. WITHIN PLUS OR MINUS 2X OF OPTIMUM MOISTURE. FOR THE FULL WIDTH AND DEPTH OF THE FILL 3. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED. 4. AIL MATERIALS AND INSTALLATION DETAILS SHALL CONFORM TO APPLICABLE LOCAL ORDINANCES AND VDOT ROAD & BRIDGE STANDARDS (LATEST EDITION) UNLESS OTHERWISE STATED WITHIN THE PLANS.. 5. ANY UNUSUAL OR UNANTICIPATED SUBSURFACE CONDITIONS SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. ELEVATIONS AND LOCATIONS PRIOR TO BEGINNING WORK. AND IMMEDIATELY NOTIFY THE PROJECT MANAGER IN THE EVENT THERE ARE ANY DISCREPANCIES BETWEEN SUCH CONDITIONS AND THOSE SHOWN ON THE PLANS AND SPECIFICATIONS. 7.IN THE EVENT THAT GRADING AS SHOWN ON THE PLANS IS NOT FEASIBLE, CONTRACTOR SHALL ADVISE THE PROJECT MANAGER AND ENGINEER BEFORE FINAL GRADING COMPLETION FOR ADVICE AND CONSENT. TRAIL VI LLAG E BLOCK 32 VICINITY MAID' SCALE: 1 "=1000 FEET UTILITES & DRAINAGE SYSTEMS UTIU71E S 1. ANY DAMAGE TO EXISTING UTILITIES CAUSED BY CONTRACTOR OR ITS SUBCONTRACTORS SHALL_ BE CONTRACTOR'S SOLE RESPONSIBILITY AND REPAIRED AT CONTRACTOR'S EXPENSE 2. THESE PLANS DO NOT GUARANTEE THE EXISTENCE, NON-EXISTENCE OR LOCATION OF UTILITIES. CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCATION OR THE NON-EXISTENCE OF UTILITIES. AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION OR CONSTRUCTION. CONTRACTOR SHALL NOTIFY MISS UTILITY (1-800-552-7001) AND/OR THE RESPECTIVE UTILITY COMPANIES FOR GAS. WATER, SEWER. POWER. PHONE AND CABLE CONTRACTOR SHALL TIMELY ARRANGE TO HAVE THE VARIOUS UTILITIES LOCATED, AND TO HAVE THEM REMOVED OR RELOCATED. OR TO DETERMINE THE METHOD OF PROTECTION ACCEPTABLE TO THE RESPECTIVE OWNER, IF THE METHOD OF PROTECTION IS NOT OTHERWISE SPECIFIED. CONTRACTOR SHALL CONDUCT ITS WORK IN THE VICIN17Y OF EXISTING UTILITIES IN ACCORDANCE WITH THE RESPECTIVE UTILITYS RULES AND REGULATIONS. ANY COST INCURRED FOR REMOVING, RELOCATING OR PROTECTING UTILITIES SHALL BE BORNE BY CONTRACTOR UNLESS INDICATED OTHERWISE CONTRACTOR SHALL EXCAVATE TO LOCATE BURIED UTILITIES FAR ENOUGH IN ADVANCE OF ITS WORK TO ALLOW FOR HORIZONTAL AND /OR VERTICAL ADJUSTMENTS TO ITS WORK AND/OR THE UTILITIES. NO ADJUSTMENT IN COMPENSATION OR SCHEDULE WILL BE ALLOWED FOR DELAYS RESULTING FROM CONTRACTOR'S FAILURE TO CONTACT AND COORDINATE 'WITH UTILITIES. 3. WHEN THE WORK CROSSES EXISTING UTILITIES. THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM DAMAGE DUE TO THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING U71LJTIES ARE MAINTAINED AND THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFlLL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR SETTLEMENT TO EXISTING UTILITIES. ANY UflLIT1ES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED. SHALL BE RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UEILITYS STANDARDS. 4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE PROJECT MANAGER PRIOR TO THE INTERRUPTION OF ANY SERVICES. SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY OCCUR WITH THE KNOWLEDGE AND PERMISSION OF THE SERVICE'S OWNER OR AUTHORITY. 5. THE ADJUSTMENT OF ALL MANHOLE TOPS, WATER VALVE BOXES, GAS VALVE BOXES AND WATER METER BOXES SHALL BE THE RESPONSIBILITY OF CONTRACTOR. S. ALL WATER METER. VALVES AND FIRE HYDRANT ADJUSTMENTS/RELOCATIONS SHALL BE PERFORMED BY THE CONTRACTOR. CONTRACTOR SHALL KEEP A "REDLINE' SET OF PLANS DOCUMENTING ALL SUCH AS -BUILT REVISIONS. SHEET INDEX SHEET 1---------- COVER SHEET SHEET 24----------STORM SEWER PROFILES SHEET 2---------- OVERALL PLAN SHEET 25----------STORM SEWER PROFILES SHEET 3---------- EXISTING CONDITIONS SHEET 26----------STORM SEWER PROFILES SHEET 4---------- OVERVIEW PHASING PLAN SHEET 27----------SANITARY SEWER PROFILES SHEET 5---------- SITE LAYOUT PLAN SHEET 28----------SANITARY SEWER PROFILES SHEET 6---------- SITE LAYOUT PLAN - SHEET 29----------SANITARY SEWER PROFILES SHEET 7---------- SITE LAYOUT PLAN SHEET 30----------LANDSCAPE PLAN SHEET 8---------- UTILITY PLAN SHEET 31----------LANDSCAPE PLAN SHEET 9---------- UTILITY PLAN SHEET 32----------LANDSCAPE PLAN SHEET 10--------- UTILITY PLAN SHEET 33--------- LANDSCAPE NOTES & DETAILS SHEET 11--------- GRADING PLAN SHEET 34--------- CONSTRUCTION DETAILS SHEET 12--------- GRADING PLAN SHEET 35--------- CONSTRUCTION DETAILS SHEET 13--------- GRADING PLAN SHEET 36--------- ACSA WATER & SS DETAILS SHEET 14--------- DRAINAGE MAP SHEET 37--------- PROFFER STATEMENT SHEET 15--------- ROAD PLAN & PROFILES SHEET 16--------- ROAD PLAN & PROFILES SHEET 17--------- ROAD PLAN & PROFILES SHEET 18--------- ROAD PLAN & PROFILES SHEET 19--------- EMERGENCY ROAD - GRADING PLAN SHEET 20--------- SIGHT DISTANCE PROFILES SHEET 21--------- SIGHT DISTANCE PROFILES SHEET 22--------- SIGHT DISTANCE PROFILES SHEET 23--------- SIGHT DISTANCE PROFILES IEGE Y U EXISTING INTERMEDIATE CONTOUR - - 3,3,2 EXISTING INDEX CONTOUR --- -- to PROPOSED CONTOUR 20 EXISTING EDGE OF PAVEMENT - ' �x L p ---- PROPOSED EDGE OF PAVEMENT X C&G EXISTING CURB .AND GUTTER - - -- - _- PROPOSED CURB AND GLITTER cam, s ROLL r OP TRA11SITION FRt. M CG-6 ROLL-TOP LX 1Y RCP EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEINER PROPERTY LINE EASEMENT LINE --------- CENTERLINE LIMITS OF CLEARING AND/OR GRADING EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION +12.0 EXISTING TREE DRIP LINE EXISTING TREE% I eta' PROPOSED TREE _ Z 1 OAK ��_. EXISTING WATERLINE W1 TEE PROPOSED WATERLINE W'/ TEE w EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING WATER VALVE _. PROPOSED WATER VALVE w PROPOSED WATER METER a EXISTING REDUCER PROPOSED REDUCER w I IANDICAP RAMP (CG-12) FIN!DIESL C.APOJOFS(D VUOI CG 12 `�IdU1C;R JUfzlStl! tI1�1 Srfv��,r-Ro RPMP .cr�� � Ruc.lic,ra PARKING INDICATOR 12 1111CA i FS' HE I'dllfv1 Ek? CIF YPICAt_ PPRKT1G SPACES BENCHMARK CRITICAL SLOPE SI 0111 S O 13F SFFOF ), MIJLC l IM & I ACKM VEHICLES PER DAY COUNT 1,234 VPD PROPOSED STREET NAME SIGN + PROPOSED SIGN SANITARY MANHOLE IDENTIFIER 1z STORM DRAIN STRUCTURE IDENTIFIER 18 DRAINAGE SYSTEMS 1. CONTRACTOR SHALL EXERCISE CARE. ESPECIALLY AT INTERSECTIONS AND GUTTER LINES, TO PROVIDE NOTE: POSITIVE DRAINAGE ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT 1. APPROVAL OF ROAD PLANS IS ONLY FOR THE ELEMENTS WITHIN THE RIGHT-OF-WAY. APPROVAL NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL ROADWAY AREAS TO THE STORMDRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED. OF ROAD PLANS DOES NOT GRANT APPROVAL OF THE ENTIRE SITE PLAN, OR ITEMS OUTSIDE OF 2. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERTS AND FLOWS THE RIGHT-OF-WAY, SUCH AS PARCEL BOUNDARIES, OPEN SPACE LOCATIONS, ETC. AT ALL TIMES DURING THE WORK. CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY 2. ASSOCIATED PLANS WITH THIS PROJECT: FINAL SITE PLAN SDP2018-00069, FINAL SUBDIVISION DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE DRAINAGE PLAT SUB201900023, & STORMWATER MANAGEMENT PLAN WP0201800077 3. ALL PIPES. DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE PROJECT MANAGER BEFORE BEING 3. THE ROAD PLANS WILL BE DESIGNED TO THE STANDARD SPECIFIER IN THE ZMA201500001 CODE BACKFTLLED OR BURIED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST. TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THEY HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH OF DEVELOPMENT AND APPLICATION PLAN. INSPECTION. CALL CATCH BASINS ENCOMPASSED WITHIN NEW CONSTRUCTION SHALL BE CONVERTED TO DROP INLETS. 5. REMOVED PIPE SHALL BE THE PROPERTY OF CONTRACTOR UNLESS NEGOTIATED OTHERWISE BEFORE PROJECT BIDDING: AND IF NOT SALVAGED FOR RE -USE. SHALL BE DISPOSED OF LAWFULLY. -_ _ - _ ------ ---- -- 8. ALL STORM SEWER PIPE AND DROP INLETS SHALL BE CLEARED OF DEBRIS AND ERODED MATERIAL PRIOR �� TO FINAL ACCEPTANCE AP 7. ALL STORM SEWER PIPE JOINTS SHALL BE SEATED AND SEALED IN ACCORDANCE WITH THE - -- _--- - MANUFACTURER'S SPECIFICATIONS. DEPARTMENT OF COMMUNITY DEVELOPMENT & ALL EXISTING ROOF DRAINS AND OTHER DRAINAGE CONDUIT BLOCKED OR DISRUPTED FROM THEIR I PLANNING {ZONING PRE -CONSTRUCTION DRAINAGE PATTERNS SHALL BE SHORTENED. EXTENDED OR OTHERWISE ROUTED USING MATERIALS APPROVED BY THE ENGINEER, AND IN SUCH A WAY THAT THE NEW DRAINAGE PATTERNS ARE I - ACCEPTABLE TO ENGINEER AND THE PROJECT MANAGER. I ENGINEERING INSPECTIONS ARCHITECTUAL REVIEW BOARD DEPARTMENT OF FIRE RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VA. DEPARTMENT OF TRANSPORTATION Rk- DATE a U y 0m W � z CA QD 20 a >0 _w a wz 0m U)Q � w aK Qcc 00 °uj 11C Wv��a=� ° ca N 0 1 Q d .4 z 0 zo � jo ae o LL C w 0 �+ Luz a W � w Z z W o Q a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 01 SCALE AS SHOWN OF Q{ol'UTB � r .0'' JiroMy L. Taggart Uc. No. 22841 y4� °.� 07-09-19 raxAt.� z w Q Q C) z Cr Q fr �J�� w 1 5; V z FJUo W � O 0 m 5, 0 w J m O Q FILE NUMBER 8053 SHEET 01 OF 37 F GENERAL CONSTRUCTION NOTES W.TITIFif1..,.ldw CONCRETE & ASPHALT 1. ALL FORMS SHALL BE INSPECTED BY THE PROJECT MANAGER OR HIS REPRESENTATIVE BEFORE ,ANY CONCRETE IS PLACED. THE PROJECT MANAGER MAY REQUIRE CONTRACTOR, AT NO ADDITIONAL COST, TO REMOVE AND REPLACE CONCRETE PLACED PRIOR TO OR WITHOUT SUCH INSPECTION. 2. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY MECHANICAL MEANS. 3. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING. 4.1/2" PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM. 5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. 6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIRICATIONS. REMOVAL SHALL BE DONE IN SUCH A MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR PERPENDICULAR TO THE DIRECTION OF TRAFFIC. 7. DISPOSAL OF ALL EXCESS MATERIAL IS THE RESPONSIBILITY OF CONTRACTOR. 8. SEAL (TACK) COAT SHALL BE APPLIED IMMEDIATELY BEFORE ASPHALT IS LAID AND SHALL EXTEND ALONG THE BURIED VERTICAL EDGE OF CURBING UP TO THE ELEVATION OF THE TOP OF THE ASPHALT LAYER. TRAFFIC & SIGNAGE 1. ALL `-NO PARKING' REQUIREMENTS SHALL BE PROVIDED BY CONTRACTOR WITH APPROVAL OF THE' PROJECT MANAGER. 2. CONTRACTOR SHALL PROVIDE NECESSARY REFLECTORS, BARRICADES, TRAFFIC CONTROL DEVICES AND/OR FLAG PERSONS TO INSURE THE SAFETY OF ITS WORKERS AND THE PUBLIC. TRAFFIC CONTROL SHALL BE DONE WITH THE KNOWLEDGE AND PERMISSION FROM THE STREETS OWNER OR AUTHORITY. 3. CONTRACTOR SHALL MAINTAIN SAFE AND PASSABLE PUBLIC ACCESS TO PROPERTIES AND THE PUBLIC RIGHT-OF-WAY DURING CONSTRUCTION. ACCESS FOR EMERGENCY VEHICLES SHALL BE MAINTAINED AT ALL TIMES. 4. EXCEPT AS OTHERWISE AUTHORIZED IN WRITING BY THE PROPER AUTHORITY, THE WORK SHALL BE COORDINATED AND PERFORMED IN A MANNER SO THAT ALL EXISTING FIRE HYDRANTS SHALL BE ACCESSIBLE AT ALL TIMES DURING THE WORK. 5. CONTRACTOR SHALL NOTIFY AND GAIN PERMISSION FROM THE PROPERTY OWNER(S) TWELVE (12) HOURS IN ADVANCE OF BLOCKING ANY ENTRANCE. NO ENTRANCE SHALL BE BLOCKED FOR MORE THAN TWELVE (12) HOURS IN ANY 24 HOUR PERIOD WITHOUT APPROVAL OF THE PROPERTY OWNER, EXCEPT WHERE NEW ENTRANCES ARE CONSTRUCTED. 6. WITHIN 24 HOURS OF THEIR REMOVAL, CONTRACTOR SHALL REPLACE MAILBOXES, STREET SIGNS, TRAFFIC SIGNS, AND THE LIKE THAT ARE REMOVED FOR CONSTRUCTION. PERMANENT OR SUITABLE TEMPORARY ITEMS WILL BE USED AS THE STATUS OF WORK PERMITS. PERMANENT OR TEMPORARY STOP SIGNS MUST BE IN PLACE AT ALL TIMES. COSTS SHOULD BE INCLUDED UNDER THE VARIOUS UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE. ACSA GENERAL CONSTRUCTION NOTES 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 REQUIREMENT OF THE PERMIT SHALL GOVERN. VDOT MUST BE CONTACTED AT LEAST 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL 8: UNLESS OTHERWISE NOTED, ALL CONCRETE PIPES SHALL BE REINFORCED CONCRETE PIPE -CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR November 16, 2015 ACSA GENERAL WATER & SEWER CONDITIONS WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO - LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). DEVICES. CONSTRUCTION INDUSTRY (29 CFR PART 1926). OVERALL PLAN 100 0 100 200 SCALE: 1 "=l CL ROAD DATA CURVE -ARC- LENGTH TR'.ACIUS DELTA ANGLE CHORD BEARING CHORD LENGTH C1 30.,6' 200.00' 8'48'42.?" 5 8T3G'36° d'V 30.73' C2 55,19' - 200.00' 15'48'39.2" S 75"03'30" W 55.02' C3 5 ?3' 200.00 1°26 26.5' S W25'57 W 5 03' C4 _ 182.41 200,00' 52' 15'2.2.1 " N 88'09'35" W 175.15' C5 29.87' 200.00' 8'33'29.6" N 5T49'51" W 29.85' C6 19.76' 200.50' 5'39'42.9° N S0'43'14" W 19.76' C7 151.77' 200.00' 43"28'44.5" N 69'37'45" W 148.16' C8 _ 71.95' 200.00' 20°36'4T8" N 78'39'23" W 71,57' ---- C9 40.63' -- 24275' 11°28'45.4" N 7 15'20" W 40.56' CIO 267.76' 202,78' 75°39'22.4" S 61'09'36" W 248.72' C 1 1 1.51 .58' 205.68' 42' 13'32.8" S 00'47' 16" E 148.18' C12 106.50' 205.68' 29'40'00.8" S 36-44'02" E 105. 3 11 C13 203.51'- 665.40' 17"31'26.5" S 59"51'20" E 2i12.72 Cl4-112.17 200.00 32°08 07.8 S 83`IG'20 E 110.71 Cl5 106.28' 3.50.00' '17'25'54.9" N 72103'38" E 105.87' C 1 6 �4.32' 350.00' " 3.2N 70' 15'48" E 34. 12' C17 148.4V - 200.00 142 32'02.3 N 50°02'03" E _ 145.09' C'18 36,32'I S0.QQ' 141"37'l5.5" IS 36'37'50" W 35' 53' 4M I Ua 0 y 0)m W *I0 Z a� 20 a >U- LJ._ z 0 LLj T/1 J V� a 0� U) � L11 F�. 4 �K.- Oo °� ac LO O tiD U � rF1 -4'*'IK � CO 2 O V cc OU- j a Wcc � o� o� W CL �W 'K � � W z Z 0 W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 01 SCALE AS SHOWN �$�yTII Op D � Jimmy L. Taggart Uc. No. 22841 .e�o�d8 7-09-19 ��$�► W z z_ /r�� Q V 0 J Q Ir -J CV 5; y z f-4 F J U o V W 06 jr -i -i C) I- m Q o Q 0 W J m O a FILE NUMBER 8053 SHEET 02 OF 37 U 0 �o U ran = v1 C" � � N C) Q � ZOO �O a > L- ��//�� o W z r1 J J � �s ofo�a I�W % oi co, Q� W Q? Urn O Wi tv 0 � z 0 `.d at LL °cc A O O LL aibb J C4 fa W � U 0 twe Ox z o o� W CL� W Z -K % w z Z O W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 0 DATE September 10, 2018 SCALE 1'=60' �$dy�cg of r ¢ram �Q Q V L Jimmy L. Taggart Uo. No. 22841 �►� 07-09-19 ti a W Q v� o Z z J Q zz J > O o Q (� `-` w o 06 -1 Q~m Q w m z T p Q w FILE NUMBER 8053 SHEET 03 OF 37 Fr- MUTCD # DESCRIPTION REMARKS R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" R2-5P UNLESS OTHERWISE POSTED 24"X18" PLAQUE R8-3a NO PARKING" 24"X30" NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE MUCTD O C 1� T1 10 0 l�- 1 l� i _1- f r� - t MAT HLINE SH,J '1. g II,■II,■II,■II,■II,■ 20' PRIVATE l STM ESIMT ;r 1A I 0, i C� r 64 , it J ' f , 65 1393 1 SF � 0/ 7 . 3 t , 66 /r t1 J f. l AND ROAD , i r �` vJ ! sf Yr„ r �„ " y MARKERS (OM4-2) V AND BOLLARDS r r TO BE INSTALLED 1 1Al 67 0 2 1 AC 1, 68 / rr , s VX • k t11 •, . r 1 TFIRE ACCESS LANE C) �, . t,_ v , (FUTURE BISHOPGATE PLACE) ° 1 rj , r , V;W PRIVATE ROW x.63 • Of Z. k f w i \ y r ,J �Jr e " .-r E Y pp / GG-,z {TYPICAL a _ _ __. _ — -- •� k 'i'', f SSESMT AT r r - tT ,g •,.. % ., APPLICABLE 1 1 - - pU r r h is CROSSINGS} _. _ ._ .. LlC 62 • , . v y it p s : ....> j,/ 70 e ,J 4y a , • .,' _ — 4 SS UiT ESMT � l y. ti 1 ' - p 0' A.3f3A b. l/ F's7 MT t3a \"STdP" 4: SIGN a _ : a. / } � '> 0 % (_, 'y r t 'M/ PRIVATE _ �.I� k 71 ' , 'STM ESMT V/VNSIGHT 1 x DISTANCE � � _X. � �"�..- , F c J F �n °.< _, j r-t, � f ,I" �' ftr .• u � m 4+� s ESIMT POCKET PARK INOPARKING' 2 C) - C� SIGNS (TYPICAL 20' ACSA VVL ESMT 1, ' THROUGHOUT 5 1 1 _ - f /ff INTERIOR OF �J I ° �1 1 J� �� 1 1 �. 1 q - -` .� ..• "r" + r �-'j' �t e c (} t7 IOr%�(� 6 X ,+ 1 ca k a• BISHOPGATE- 1 LANE) 1 _ — �x BISHG�GATE LANE � � �, � , •'`� �� CG-12 51 PUt;LIC RG 'O C „ ,+° r ! a (TYPICAL / zs' Fc ro c AT — — _ — — — 1 a / 0,5`i J F \ APPLICABLE. I t 6' PLANTING STRIP � .': j z, e & 5' SIDEWPLK 4 7 2 4 r # CROSSINGS) 4 f .., i ti r i` f t : 5 .. 4 t ,� TYPICAL ON BOTH OE5 ' f LfCl B H , ; • , /C t�, { 7 I I CHANCERY I I C . , �• "v > ` � (� 1 ° 02'�13" JV 1 °l 4,4 \f 'l rttfTfOr fPf"P �IIIII@iI 3ff PRIVATE RIVATE ROW IIIIII sa lr # Y2 3 24EGTOFG 4 5 ( � 0r Fjj T�4 59 - NO SIDEWALKS OR PLANTING STRIPS � jC)C� TYPICAL ON BOTHi j 9 S SIDES AC VIV SIGHT STREET _ � (rJ� DISTANCE ESMT SIGN FT 9�JF F -- 5 70c 4 t r, - - l_.1 1.�(� � f J. -Iy 1 A .. , ,1JHt ci I `.194 20'ACSA SS C_�r 01"02'13 E 0 20'PRIVATE STM 7A I ! j��ESMT ESMT •; 6 }t + - -}e `w, SIGN C7 cr O0 18 0A(,., 1 � �rO"747825SF I��� — �VEP xNcr�Nn /-'n a J.7. - - u� 1 o 41 - Ivy7 C ATCHLI�ESHEET 66 }-}' �_ � ,I � r �• V w U w = N (j1 � a W 2 Qo 20 °C o wZ J J Z >Q O� w Q - Ic tu ccC, W as OW U rn " � o J . Q 0 r� V Z © it W 11-0 tu Z l— 0 a oSu oh CLW T W Z z O W o IL REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1'=30' ��,yRH OF p f'pQ o� Jimmy L. Taggart Lic. No. 22841i °.� 07-09-19 ti z w Q Z cc J N .J —J > j C) �QoJ 0 ca h_ 0 0 W J m 0 FILE NUMBER 8053 SHEET 05 OF 37 � MATCHUNE SHEET 5 _ SC ALE: 1 =3Q Ew-rs ) ..., i p SIGN I I I �- M7 � I 6 - I _.� � b _ mmm� 4M � u 1�;. I I VAN SIGHT �s` 7r� C ' v I I I I I 75 g ' VAN SIGHT I DISTANCE ESMT / '/' Cr- 5 DISTANCE C) Ut ,► I - - - - _ ] I 1 I I / i l P E', E 4(�5! �F I / r� ` ,` 0.15 AC rn� I;I pQ I ` I.) u . 1 L} % F,,`.... I li_i ! L) t - " t I / ` �.L, <i, _ r .: f �Il' n ' .. u E C: p ! t. . : L - '--) .-� -) . I -_'1 4 h -' / `--) (_ 7 `�' S,.) -! : J F 1..-) CI ' C) ,) A,(-. fi5%), } I A( Ll t . 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JF, SIGN I 11186 } w� O � >ti,,t� 7 � �; t� ? 3t.!1 c`�F L�.; _��F ?i�' �`5'�F __t_,/..���F .'it,-`_,F-_�t:,r , ,,„ C3 «, I , , (i `i t 7 (±,,_r� 8 I_, I (),I.} 1 CAI^ - �, J ,3A<_LIA k. , _ F ) tt ( t}4�i t 1 A 8/, o � • , , I gg I� i 1 ' t STREET ) ' i P ! s,=, , \.- - __.. , I SIGN - J G t U 102 13 .63 _w _ r - =) _ J /2CN _ F : I t - () \:I` r IU) FCIC, i , 'I _ _ - � 5, 4 v I Ir I Ir i I� I I - Q l ,� , I .t dt , i d � 36 L'i38 Ill40� - 1 _% ( 35 �,I 37 39 1. v „ � �, - , 1 /1` 4`>F ti , 34 L� r, r, f . ! i _ J l i4- r- , w I s . f MATCHLINE SHEET 7 _ .— `=1- I - __ _ i 45.00 I _ I }(i' __ _ I 5._._ I —, c. (}I')'v _ � 4_,. I I -- --4`-1 I_iI`)'---- ---_- C I 1 _ -� i I`1I_) _ — r I 1 - t "STOP �- . - I ._.... S I ��/ SIGN " I 16 I I I 17 1 I I 18 i I 19 i I 20' I 21 ; I A,� ' 22 I J _i I -- STEDHA.M PLACE _1 V!W ACSA M JCD # DESCRIPTION REMARKS R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" R2-5P UNLESS OTHERWISE POSTED PLAQUE 24"X18" RB-3a "NO PARKING" ' i 2eX30" ■ NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OF THE MUCTD AND THE VIRGINIA .SUPPLEMENT TO THE MUCTD I" � � IM � MATCHLINE SHEET 7 I . d ,,�* 400 v h = TTn N �Na M W Qo Z zM ;:� cc > O O© LL z iir J J_ Q Q b U) '` b � W © 4K b I- 1 '" 00 CIS Q �V IE 01 o a`. _ 0) it U� o 'N v� Q vi It 00 h t Qcc O LL `` J ' CO N. J � v, CO w " � (Atut Z o Q -ft.Z r- bb Or- W CL 2 T u Z 1KCo ,� �VI w z A W 0 0 % REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=30' �NyTs of P, 44, o . V '9 yy v Jimmy L.//////Taggart 06 Uc. No. 22841 ,* �a.R�, 07-09-19 41 ONA16 z z -14 rWV5 — 0 0 }- J_ � rrsr I / y z E-4 FJU0 b o � �S f J �—W Q 2 ❑ w coo m � (�J\I V Q FILE NUMBER 8053 SHEET 06 OF 37 MUTCD # DESCRIPTION REMARKS R2-1 "SPEED LIMIT 25 MPH" SIGN 24"X30" R2-5P UNLESS OTHERWISE POSTED 24"X18" PLAQUE R8-3a "NO PARKING" 24"X30" NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH THE CURRENT VERSION OF THE MUCTD AND THE VIRGINIA SUPPLEMENT TO THE MUCTD =sMMMMMMMM ■ ai MATCHLINE SH11-1� MATCHLINE SHEET 6 f I I �-,� - \--1Ij..I(, 1vJ'.----,-L- ,,-,-0e* )6, ,-1".l\,,1, ,)-- �,,, .,1 M��I,1/'/��. �I �I-1,1, III -,./ ��/,, -,/ "1'� `/- .-I1,., 1 f_ /i' /� .5, r - M1 1 vrw / r r . 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NII u r- ot 0: :E 9) a. k1l 'T 'it qK CO ,_ in ,I:T 0) w z 0 M Q_ r "I REVISIONS COUNTY COMMENTS December 21 P 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 201 9 March 25, 2019 COUNTY COMMENTS May 23, 201 9 I,.- --./ r I CONTOURS 2 FOOT 1%. J - r "I DATE September 10, 2018 III j r- 1 SCALE 1, = 30' ".. - - Op P 11,# 1116 �eIIIII a vo Af �____— Ik 0 � 'I, V, 0 L zil , , ) ) /0 Jimmy L Taggart Uc. No. A# zwl , w 07-09-19 - W#0 I ON AL F W < _11� A'I' ( -9 Z 0 � < a: CL _j (NJ > � �_ � D > y - _j o D P 0 . iIIIIIIII, D ;;� 0 0 w R od (f _j -1 E4 in Cl 0 �- < �Z) < 2 0 w 0 M Cl _j _j 0 < 1, ,,� FILE NUMBER 8053 �. A 01 -14 SHEET II,. 09 OF 37 -.0 r30 0 30 60 90� i SCALE: 1"=30' 4 MATCHLINE SHEET 9 MATCHUNE SHEET 9 f , MIN IME ME ME 11001 IME IME 11111111111111EiIME VAN JII�II�� - 4 `; ) , , • � �.�`-,=_...., si, ,r 't p s ACSA SS IVATEr ri S ESMT 1 • , s a �, � ,: � .....,,.,- - . ,' . • .. • . 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(SEE i 20' ACSA BLOCK 32 OFFSITE WATER EXTENSION _. s ss ESMT I �' I , i , . ;. ti: — `""• -0r PLAN FOR DETAILS) ; . ,1 `"�. r t ♦ 1 00— r nn' Ho R2 1 Y i -. ice ' r?a .' 7— i ;1 -■ {. �� r'; ;' ' ,.," ' w u a U w = 0)m � W d Z Q� z0 °C o O a >LL CIO 0 wz om U)< oa Q ° Cc <Lo U � � .4 a ZO W L0 �4 U o D? z9 W �Nh 2� W W T-t qKC 1: T W z O n2 % LL 0040 REVISIONS COUNTY COMMENTS December 21, 2018 ACSA(COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 Of CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1'=30' tuTu op O Q 9� / Jimmy L. Taggart = 1414 o.► 07-09-19 ZONAL Z W z J iz I_ Co — � z a F J Uo oW od J —i H W Q 00 m � J � a FILE NUMBER 8053 SHEET 10 OF 37 a �J 0 O U h = fw Nin a Z a° zoo °C o LL z T/� 0 J C .� J_ J_ CIOZ >a Oko W W i w 00 A'7V Q �V C,C, �? O aC h j c° O LL J W Lo WZ �o O� O �41 It C� NT W Z z W � � a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=30' ,$t.Z,TH OF p � 1 O Q _r Q y� i Jimmy L. Taggart Uc. No. A 2n41 1►� AA 07-09-19 z W z j > J C) -j z a Uo z Q0 off J - Q w J m �❑ o a FILE NUMBER 8053 SHEET 11 OF 37 0 <* U w = ffAA Y, N m Wu {V d Wu Q Z� �° O a o u J _J om �Q �It W 2 Oa Q OU Q OO� CO,) *4 Q ZO �Q jOtt O� w LO tuZ 2N h. ° W itcc 2 ani W �KCO a W z Z o CL a REVISIONS COUNTY COMMENTS December 21, 2018 AOSAJCOUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=30' op a � r o���yTs Q� Jimmy L. Taggart Lic. No. 'a 22841 ORAl 07-09-19 d810NLL �� z W Q Z � J co 7j->z a F -� o 00 LLI 0J- 0 F— m a � 0 C) m fr a Q FILE NUMBER 8053 oo SHEET 12 OF 37 Ir- IN 0 0 0 ■ ■ ■ ■ ■ f 01 • as 0 °/ O U w = y 0)m W �' o 2 QO, zO, °C O O a �'� o wz T/l J O� U) 2 O o `W cr CA W tq ac z U O� N �4 r� Q 2 0 V Zia oLL M �A� J 0 to W O bb O r, w'Iccc :E9 = W t � W O W = 0 REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 30' of a � 1 O Q Jimmy L. Taggart Uc. No. 'd 22841 i►� 07-09-19 t ad8l os�s. �,a z w z Q IZ >- J CV) J>�z a FJUO Z � O 06 o 0 m � J J o Q FILE NUMBER 8053 SHEET 13 OF 37 ,N I� N . '� 9 I. 1 " *� 0 Q. s * _ ..--. ..! �_ -W 1 1 - -W " - , - , : �� :] ,_ . _e-` ' -� ", ` : ,, , � - . . : �� �� "� �� :- �: :: I )4,'t �; .: ,". , . _m , ,� .� i, , � _ ,� - -: _ 11 -I _-_ -_.ti �. a$a. ., STR-1 A �►� ea ;,, ;,;: STR-�A _ -- �-__,'_ .� � � C= 0.60 wFl. I -*�4-& I- ." 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A- 0.30 Ac. d w ,�1 r ,- '' • . -. , , "" �,a Tc- 5A0 Min. - -��idea = O.fi5 �.-,",_ Tc- 5.00 Mina ..w ,�� j y t - �. -.w..• -. .. , ,� Tay ..,..w _ - w , }g v J. ` - � - Y ��r R vex ...-„ ,\. - n .� ..,-.•,..., A iA.�:a�$ )�,w. C! '"•^� (,: :x w'- - s c 5.Q0 Min., TR '1 a _ 0 en s 6, -,: t ,, STR 9 ,bA a.19 Ac ' v `2 `^*. 'a+. ..�': �r £ ,• n fps .. ,...„s,,.wr 4 ,✓". ,+Ca.. 'SI A , 0 48 Ac. 1. � b ;�- � � ., ��� a v 4i 4 -, „ / ,, / ,C 0 60� c 5.00 M(n. �.,. ,� 4 ,f L O tit "^.,,•. {q' ..... '' I . : y g} ! ,.,.,... "v. S �`y "'w ": . ff , - w :'. ,I i --. ., .. 1. y .a k y „ w ., 6' .: .. `:/ x ."\ d : �. , .�V . ...-_.,\ s : 11 ry ,.r ,.war ,."""` .-,.. - - . 1 , .,. _ .. _ ", c- BLOCK 32- PIPE COMPUTATIONS Pipe Downstream Upstream Length Diameter Material Downstream Upstream Slope (°ib} Pipe Flow Capacity Velocity Downstream Upstream Node Node (ft) (in) Invert (ft) Invert(ft) (cfs) (cfs) (fps) HGL (ft) HGL (ft) , , , _ . " OA IA 130.75 24.00 HDPE 688.00 688.I2 0.55 15.00 18.1/ b.49 b89.6U 690.11 - 1A 2A 248.85 24.00 HDPE 688.82 690.19 0.55 15.41 18.18 6.51 690.47 691.53 _.g-^ 2A 3A 190.98 24.00 HDPE 690.29 691.34 0-55 13.38 18.18 6.35 691.89 692.65 " y 3A 4A 10487 2400 HDPE 69144 69202 055 13 29 1818 635 69304 69348 ., ,._ ,'f�� ; y ,. I / `1" f - , - _,,. � r - ' �` 1 2 0 4A 5A 111,39 24.00 HDPE 692.12 692,73 0.55 13.16 18.17 6.33 693.72 694.19 SA 5-1A 21.94 24.00 HDPE 692.83 692.95 D-55 12.83 18.18 6.30 694.43 694.49 BLOCK 32- DOT SUMMARY Equivalent Total Discharge Bypass Gutter Pavement Gutter Cross Ratio of Frontal Structure Drainage Intensity, I Runoff Discharge, Intercepted Gutter Cross Inlet ID Discharge, Carryover, Flaw, Qb Width, W Cross Slope, Slope, Sw Flow to Total W/T Efficiency, E Name Area (ac) (in/hr) Coefficient, C Q (cfs) Qt (cfs) Qb (cfs) {cfs) (ft) Sx (ft/ft)) Flow, Qi (cfs) (ft/ft) slope, a Flow, Eo 5.1A 5.1A 6A 29.41 18.00 HDPE 693.45 69161 0.55 1,57 5.19 1.28 694.87 694.88 1A MH1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1A 708.10 1A VDOT MH-1 0.00 5.04 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2A DI -IAA 2.5' x 2.5' 0.76 0-60 5-00 2.30 2.16 0.14 4.42 2.59 4.38 GRATE 2.00 2A 701.50 2A VDOT DI-1A (GRATE 2.SX2.5>10') 0.76 S.04 0.60 2.30 2.30 0.00 2.16 0.14 2.00 0.02 0.08 0.16 0.94 0.45 D.94 5-1A 7A 36.76 24.00 HDPE 693.05 693-25 0.55 11.13 18.18 6-11 694.87 694.93 3A DI-2A 2.20 0-05 0.85 5.00 0.21 0.21 0.00 1.18 1.80 4-49 GRATE -GRADE 2.00 3A 709-92 3A VDOT D1-2A (COMBO-2.2') 0.05 5.04 0.85 0.21 0.21 0.00 0.21 0.00 2.00 0.02 0.08 0.17 1.00 1.70 1.00 7A 8A 246.51 18.00 HDPE 693.35 694.71 0.55 7.53 8.44 4.26 695.15 696.22 4A DI-2A 2.20 0.06 0-85 5-00 0.26 0.26 0.00 L29 1.83 4.55 GRATE -GRADE 2.00 4A 706.22 4A VDOT DI-2A (COMBO 2.2') 0.06 5.04 0.85 0.26 0.26 0.00 0.26 0.00 2.00 0,02 0.08 0.17 LOD 1.55 1.00 8A 9A 108.92 18.00 HDPE 694.81 695.41 0.55 7.69 8.44 4.35 696.31 696.81 SA DI-2A 2.20 0.07 0.85 5.00 0.30 0.30 0.00 1.37 1.85 4.62 GRATE -GRADE 2.00 5A 701.92 5A VDOT DI-2A(C0MBO-2.2') 0.07 5.04 0.85 0,30 0.30 0.00 0.30 0.00 2.00 0.02 0.08 0.17 L00 1.46 1.00 9A lOA 38.27 15.00 HDPE 695.66 695.87 0.55 3.59 5.19 2.93 696.92 697.02 5.1A MH1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 5.1A 700.00 5AA VDOT MH-1. 0.00 5.04 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 10A 11A 25.22 15.00 HDPE 695.97 697.27 5.17 2.59 1591 2.11 697.07 697.27 7A DI-2C 8.00 0.92 0.70 5.00 3.25 3.25 0.00 6.06 2.97 4,69 SAG 2.00 7A 699.34 7A VDOT DI-2C (COMBO-S') 0.92 5.04 0.70 3-25 3,25 0.00 3.25 0.00 2.00 0.02 0.08 0.02 0-00 0.33 LOO 8A MH1 N/A 0.00 0.00 5.00 0.00 0.00 0.00 0,00 0.00 4.88 N/A N/A 8A 703,38 8A VDOT MH-1 0.00 5.04 0-00 0-00 O.DO 0.00 0.00 0.00 2.00 0.02 0.08 0.02 0.00 0.00 0-00 OB 1B 19.51 36.00 HDPE 646.50 646-90 2.OS 24.64 103.47 12.17 648.90 648.92 9A DI-2C 8.00 0-90 0.70 5.00 3.18 3.18 0.00 7.58 3.34 4-97 SAG 2.00 9A 702.19 9A VDOT 131-2C (COMBO-8') 0.90 5.04 0.70 BAB 3.18 0.00 3.18 0.00 2.00 0.02 0.08 0.02 0.00 0.26 1.00 1B 2B 68.68 36.00 HDPE 647.00 647.40 0.58 24.80 55.14 7.69 651.28 651.36 10A DI-2A 2.20 0.19 0-85 5.00 0-81 0.81 0.00 1-95 1.99 5.01 GRATE -GRADE 2.00 10A 701.25 10A VDOT DI-2A(COMBO-2.2') 0.19 5.04 0,85 0,81 0.81 0.00 0.31 0.00 2.00 0.02 0.08 0.17 0.99 1.03 1.00 2B 313 25.25 36.00 HDPE 647.50 649.47 7.80 24.46 201.82 3.62 652.04 652.06 11A DI-2B 6.00 0.71 0.60 5.00 2.15 2.09 0.06 4.97 2.71 5-04 GRATE -GRADE 2.00 11A 701.27 11A VDOT D1-2B (COMBO-6') 0.71 5.04 0.60 2.15 2.15 0.00 2.09 0.06 2.00 102 0.08 0.16 0.95 0.40 0.97 3B 4B 77,63 36,00 HDPE 649.57 651.36 2.31 24.17 109.72 3.54 652.18 653.80 6A DI-2A 2.20 048 0.60 5.00 1.45 1.29 0.16 187 2.45 5.04 GRATE -GRADE 2.00 6A 700.47 6A VDOT DI-2A (COMBO-2.2') 0.48 5.04 0-60 1.45 1.45 0.00 1.29 0.16 2.00 0.02 0.09 0.15 0.88 0.52 0.89 4B 5B 93.16 36,00 HDPE 651.46 662.00 11,31 18.50 243.02 2.64 653.86 663.73 1B MH1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1B 654.00 1B VDOT MH-1 N/A N/A N/A 0.00 0.00 0.00 0.00 0.00 N/A N/A N/A N/A N/A N/A N/A 4B 4.113 25.01 36.00 HDPE 651.46 65100 6.15 5.79 179.18 0.84 653.86 655.59 26 DI-2B 6.00 D.12 0.65 5.00 0.39 0.39 0.00 1.29 1-93 4.36 GRATE -GRADE 2.00 2B 65552 2B VDOT DI-2B (COMBO-6') 0.19 6.64 0.65 0.39 0.39 0.00 0.39 0.00 2.00 0.02 0.08 0.17 1.00 1.55 1.00 4.1B 4.213 40-99 24.00 HDPE 654.00 654-50 1-22 3.33 27.07 1-06 655.60 655.61 313 DI-2B 6,00 0.14 0.80 5.00 0.56 0.56 0.00 1.47 1.87 4,40 GRATE -GRADE 2.00 313 657.47 38 VDOT DI-2B (COMBO-6') 0.14 6.64 0-80 0-56 0.56 0.00 0.56 0.00 2.00 0-02 0.09 0.17 1.00 1.36 1.00 4.2B 4.313 25.18 18.00 HDPE 655.00 657.50 9,93 1.73 35.86 10.46 656.47 6S7.50 4B DI-2A 2.20 0.17 0.65 5.00 0.56 0.56 0.00 1,49 1.88 4.50 GRATE -GRADE 2.00 4B 663.62 4B VDOT D1-2A (COMBO-2.2') 0.17 6.64 0.65 0-56 0.56 0.00 0.56 0.00 2.00 0.02 0.08 0.17 1.00 1.34 1.00 5R DI-2B 4.00 0.18 0.65 5.00 0.59 0.59 0.00 1,62 1.91 4,67 GRATE -GRADE 2.00 5B 669.38 5B VDOT DI-2B (COMBO-4') 0.18 6.64 0.65 D_59 0.59 0.00 0.59 0.00 2.00 0.02 0.08 0.17 1.00 1.24 1.00 5B 6B 117.25 24.00 HDPE 663.DO 666.75 3.20 17.89 43.83 13.28 664.60 667.36 6B DI-2C 6.00 0.26 0.65 5-00 0-89 0.89 0.00 1-97 1-99 4.70 SAG 2.00 6B 676.12 6B VDOT D1-2B (COMBO-6') 0.26 6.64 0.65 0.85 0.85 0.00 0.89 0.00 2.00 0.02 0.08 0.17 1.00 1.02 1.00 6B 7B 161.31 24.00 HDPE G66.75 674.90 5-05 14.13 55.09 14.72 668.35 675.85 713 DI-2A 2.20 0.30 0.65 5.00 1.04 1.00 0.04 2-63 2.15 4.75 GRATE -GRADE 2.00 711 683.43 7B VDOT DI -2A (COM BO-2.2') 0.30 6,64 0,65 0.98 1.01 0.03 1.00 0.04 2.00 0.02 0.08 0.16 0.96 0.76 0.96 78 86 15953 24.00 HDPE 675.00 680-75 3.60 9.93 46.53 11-81 676.60 681.97 8B DI-2A 2.20 0.27 0-65 5-00 0.97 0.94 0.03 240 210 4-81 GRATE -GRADE 2.00 88 689.26 SB VDOT DI 2A(COMBO-2.2') 0.19 6.64 0.65 0.88 0.97 0.08 0.94 0.03 2.00 0.02 0.08 0.16 0.97 0.83 197 8B 9B 164,58 18.00 HDPE 631.25 684.55 2.01 6.46 16.11 8,64 682.45 685.42 9B DI-2A 2.20 0,40 0,60 5.00 1,21 1.13 0.08 126 2.30 4.90 GRATE -GRADE 2.00 9B 691,54 9B VDOT D1-2A (COMBO-2-2') 0.48 6.64 0.60 1.21 1.21 0.00 1.13 0.08 2.00 0.02 0.08 0.16 0.93 0.61 0.93 9B lOB 24.72 15.00 HDPE 684.80 685.00 0.81 5,14 6.29 4.23 685.80 685.95 10B DI-2A 2.20 0,23 0.80 5.00 0.93 0.92 0.01 1.97 L99 4.93 GRATE -GRADE 2.00 1QB 692.71 10B VDOT D1-2A (COMBO-2.2') 0.23 6.64 18D 0.93 0.93 0,00 0.92 0.01 2.00 0.02 0.08 0.17 0.99 1.02 0.99 10B 11B 59.61 15.00 HDPE 685.10 687-00 3.19 4.04 12.49 3.30 686.10 687.00 11B DI-2C 8.00 0.87 0.70 5.00 3.07 3.07 0.00 5.86 2.93 5.04 SAG 2,00 11B 694.03 11B VDOT D1-2C (COMBO-S') 0.87 6.64 0.70 3.07 3.07 0.00 3.07 0.00 2.00 0.02 O.D8 0.02 0.00 0.34 1.00 813 8-113 24.56 15.00 HDPE 681.SD 681.90 1,63 2.44 8.93 1.99 682.50 682.53 8.16 DI-2A 2.20 0.24 0.70 5-00 0.85 0.84 0.01 2.11 2,03 4.99 GRATE -GRADE 2.00 S_1B 689-39 8.113 VDOT DI-2A (COMBO-2.2') 0.24 6.64 0.70 0.85 0.85 0.00 0.84 0.01 2.00 0.02 0.08 0.16 0,99 0.95 0.99 8,1B 8.213 68.91 15.00 HDPE 682.00 686,91 7,13 L40 18.68 8.94 683.23 686.91 8.28 DI-2C 6.00 0.29 0-70 5-00 1.03 1.03 0.00 2-72 2.17 5.04 SAG 2.00 8.2B 691.41 8.213 VDOT D1-2C (COMBO-6') 0,29 6.64 0.70 1.02 1.03 0.01 1.03 0.00 2.00 0.02 0.08 0.02 0.00 0.74 1.00 7B 7.113 25,21 15.00 HDPE 675.75 676.00 0.99 3.13 6.97 2.55 676.75 676.80 7.1B DI-2A 2.20 0.20 0.80 5-00 0.81 0.77 0.03 2.77 2.18 5-OD GRATE -GRADE 2.00 7-1B 684-00 7.113 VDOT DI-2A (COMBO-2,2') 0.20 6.64 0.80 0.81 0.81 0.00 0.77 0.03 2.00 0.02 0.08 0.16 0,96 0.72 0.96 7.1B 7.213 84.24 15.00 HDPE 676.10 678.00 2.26 2.20 10.51 6.77 677.29 678.00 7.213 DI-2C 6.00 0.46 030 5.00 L63 1.63 0.00 4.24 2,54 5,04 GRATE -GRADE 2.00 7.2B 687,21 7.213 VDOT D1-2C (COMBO-6') 0.46 6.64 0.70 1.62 1.63 0.01 1.63 0.00 2.00 0.02 0.08 0.02 0.00 0.47 1.00 611 6.111 25.43 15.00 HDPE 667.50 667.90 1.57 2.76 8.78 6.33 668.50 668.54 6.18 DI-2A 2.20 0.13 0.80 5.00 0.52 0.52 0.00 1,76 L94 4.98 GRATE -GRADE 2.00 6.1B 676.12 6.16 VDOT D1-2A (COMBO-2.2') 0.13 6.64 0.80 0.52 0.52 0.00 0.52 0.00 2.00 D.02 0.08 OA7 1.00 1A3 1.00 6,lB 6.213 86.99 15.00 HDPE 668.00 674.42 7.38 2.09 19.01 10.19 669.51 674.42 6.2B DI-2C 6.00 0.45 0.70 5.00 1.59 1.59 0.00 4,54 2.61 5.04 SAG 2.00 6.2B 679.92 6.28 VDOT DI-2C (COMBO-6') 0.45 6.64 0.70 L59 1.59 0.00 1.59 0.00 2.00 0.02 0.08 0.02 D.00 0.44 1-00 4.1B DI-2C 6.00 0.66 0.60 5.00 2.00 2.00 0.00 3,62 2,39 5.00 SAG 2.00 4.1B 664.00 4.18 VDOT D1-2C (COMBO-6') 0.66 6.64 0.60 2.00 2.00 0.00 2.00 0.00 2.00 0.02 0.08 0.02 0.00 0.55 1.00 OC 1C 10L89 24.00 HDPE 656.45 661.54 5.00 12.06 54.80 14.16 658.05 662.04 4.2B DI-2B 4.00 0.40 0.60 5-DD 1.21 1.21 0.00 200 2.00 5.02 GRATE -GRADE 2.00 4-2B 664-00 4.2B VDOT D1-2B (COMBO-4') 0.40 6.64 0,60 L21 1.21 0.00 1.21 0.00 2.00 0.02 0.08 0.17 1.00 1.00 1.00 1C 2C 28.42 24.00 HDPE 661.64 662.62 3.43 12.08 45.39 12.36 663.24 663.32 4.38 DI-28 4.00 0.41 0.65 5.OD 1-34 1.34 0.00 2-32 2.08 104 GRATE -GRADE 2.00 4.3B 666-35 4.3B VDOT D1-2B (COMBO-4') 0.32 6.64 0.65 L34 1.34 0.00 1.34 0.00 2.00 0.02 0.08 0.17 1.00 0.86 1.00 2C 2.IC93.51 24.00 HDPE 662.72 668-80 6.50 12.30 62.48 4.03 665.10 670.24 2-1C 3C 4155 24.00 HDPE 668.80 671.90 6.81 12.39 6393 4.03 670.40 673.00 1C MH1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 1C 678-97 1C VDOT MH-1 N/A N/A N/A 0.00 0.00 0.00 0.00 0.00 N/A N/A N/A N/A N/A N/A N/A 3C 4C 158.88 24.00 HDPE 672.00 676,50 2.83 9,57 41.25 10.76 673.60 677.36 2C MH1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2C 680.29 2C VDOT MH-1 N/A N/A N/A 0.00 0.00 0.00 0.00 0.00 N/A N/A N/A N/A N/A N/A N/A 2C MH1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2.1C 679.14 2.1C VDOT MH-1 N/A N/A N/A 0.00 0.00 0.00 0.00 0.00 N/A N/A N/A N/A N/A N/A N/A 3C 31C 5188 18.00 HDPE 672.50 674.75 4.26 2.04 23.47 8.15 673.70 674.75 3C DI-2A 2.20 0.24 0,65 5.00 0.80 0.80 0.00 LSO 1.95 4.68 ON -GRADE 2.00 3C 678,87 3C VDOT D1-2A (COMBO-2.2') 0.24 5.04 0.65 0.79 0.80 0.01 0.80 0.00 2.00 0.02 0.08 0.17 1.00 1,11 1.00 3.1C 3.2C 22.36 15.00 HDPE 675.00 678.00 13.41 1.34 25.63 11.04 676.21 678.00 4C DI-2A 2.20 0.30 0,65 5.00 0.98 0.97 0.01 2,11 2.03 4.86 ON -GRADE 2.00 4C 585.98 4C VDOT D1-2A (COMBO-2.2') 0.30 5.04 0.65 0.98 0.98 0.00 0.97 0.01 2.00 0.02 0.08 0.16 0.99 0.95 0.99 5C DI-2B 4.00 0<19 0.65 5.00 0.69 0.69 0.00 1.77 1,94 4.95 ON -GRADE 2.00 5C 690,32 SC VDOT DI-2B (COMBO-4') 0.19 5.04 0.65 0.62 0.62 0.00 0.69 0.00 2.00 0.02 0.08 0,17 1.00 1.13 1.00 4C 4,1C 50.57 18.00 HDPE 677.00 680,00 5.93 1.58 27.72 8.49 678.20 680.42 6C DI-2A 2.20 037 0.65 5,00 1,21 1.15 0.06 2.97 2.23 5,00 ON -GRADE 2.00 6C 694.92 6C VDOT D1-2A (COMBO-2.2') 0.37 5.04 0-65 1,21 1.21 0.00 1.15 0.06 2.00 0.02 0.08 0.16 0.94 0.67 0.95 4.1C 4.2C 22.58 15.00 HDPE 680.25 682.00 7.75 1.39 19.48 9.20 681.25 682.00 6.1C DI-2A 2.20 0.06 0.70 5.00 0.21 0.21 0.00 1.16 1-SO 5-03 ON -GRADE 2.00 6.1C 697,84 6.1C VDOT D1-2A (COMBO-2.2') 0.06 5.04 0.70 0.21 0.21 0.00 0.21 0.00 2.00 0.02 0.08 0.17 1,00 1.72 1.00 6.2C DI-2C 6.00 0.53 0.70 5.00 1.87 1.87 0.00 4-41 2.58 5.04 SAG 2.00 6-2C 697.79 6.2C VDOT DI-2C (COMBO-6') 0.53 5.04 0.70 1.87 1.87 0.00 1.87 0.00 2.00 0.02 0.08 0.02 0.00 0.45 L00 4C 5C 157.39 24.00 HDPE 676.50 680.00 2.22 7,16 36.55 9.03 678.10 680.37 5.1C DI-2A 6.00 036 0.70 5.00 1.27 1.27 0.00 2-87 2-21 5.01 ON -GRADE 2.00 5.1C 693-61 5,1C VDOT D1-2A (COMBO-2.2') 0.36 5.04 0.70 L27 1.27 0.00 1.27 0.00 2.00 0.02 0.08 0.02 0.00 0.70 1.00 5C 6C 105.25 18.00 HDPE 680.50 685.75 4.99 4.13 25.42 10.58 681.70 685.98 5.2C DI-2C 2.20 0.10 0.65 5.00 0.33 0.33 0.00 1.42 1,86 5.04 SAG 2.00 5.2C 593.63 5.2C VDOT 131-2C (COMBO-6') 0.10 5.04 0.65 0.33 0.33 0.00 0.33 0.00 2.00 0.02 0.08 0.17 1.00 1.41 1.00 5C 5-2C 50.73 18.00 HDPE 686.00 689.00 3.72 2.74 13.50 8-62 687.00 688.00 4.1C DI-2A 2.20 0.04 0.70 5.00 0.14 0.14 0.00 1.03 L77 5.02 ON -GRADE 2.00 4,1C 690.02 4AC VDOT D1-2A (COMBO-2.2') 0,04 5.04 0.70 0.14 0.14 0.00 0.14 0.00 2.00 0,02 0.09 0.17 1.00 1.94 1.00 6C 6,1C 5331 15.00 HDPE 683.10 690.00 8.39 2.46 20.27 11.18 689.15 690.00 4.2C DI-2C 6.00 0.30 0.70 5.00 L06 1.06 0.00 2.28 2.07 5.04 SAG 2.00 4.2C 690,02 4.2C VDOT DI-2C (COMBO-6') 0.30 5.04 0.70 1.06 1.06 0.00 1.06 0.00 2.00 0.02 0.08 0.02 0-00 0.88 1.00 6.1C 6.ZC 22.64 15.00 HDPE 680.50 687.54 13.88 2.10 42.39 12.46 681J0 688.Z8 3.1C DI2A 220 0.15 0.70 S.DO 0.53 O.S3 0.00 1.70 1.93 4.93 ON -GRADE 2.00 3.1C 682.50 11C VDOT DI-2A(COMBO-2.2') 0.15 5.04 0.70 0,53 0.53 0.00 0.53 0.00 2.00 0.02 0.08 0.17 L00 1.18 1.00 5-2C S.1C 18.42 15.00 HDPE 687.79 688-DD 1.14 0-43 7.47 331 688.79 688.79 3.2C DI-2A Z20 0-33 0.70 5.00 1.16 1.09 0.07 3.14 2.27 5.04 ON -GRADE 2.00 3.2C 682.52 3.2C VDOT DI -2A (COMBO-2.2') 0.33 5.04 0.70 1.16 1.16 0.00 1.09 0.07 2.00 0.02 0.08 0.16 0.93 0.64 0,94 k7 No r -IN a 0 w = y 0 j 4 W �' o Q0 z� �;�5 oU bo .ft I.._OKVw. a z Lu 0 con OV J -, W6 it W W G 416- O -0o(' v= K- aT W y z� U(O 0 ,ftk {V I gA _- ❑ 'r r� Wa 0 `L z °C 'd a ItIt _jI W j tL W w to Vj Rt N - �~ a W °9) W t'71- rnIt W z W ° • a_ REVISIONS COUNTY COMMENTS December 21, 2018 ACSAJCOIJNTY COMMENTS March 4, 2019 March 18, 2019 March 25 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 50' o� F.J_ o���U VA _A C � / dx Jimmy L Taggart Uc. No. q. Azzs41 4; �°� 07-09-19 \ 'tSS►ONAL. 0 W Q � z z Q < (5 J d' ] U C� m D > y z Of F J U O ~ QoW /r LL Ad � � 15 � Q G W 0 Q III LLI a Q z Q 0 FILE NUMBER 8053 01 -IN SHEET k. 14 OF 37 BISHOPGATE LANE- STATION 10+00 TO 25+00 51' PUBLIC R-O-W R/W POINT OF It( R W FINISHED 4" 3000 PSI 4" 3000 PSI PVI STA. 2 +91.. CONCRETE VOOT ST'D GRADE, VOOT ST'D CONCRETE 4 t CG-6 \ 1.5" SM-12.5 CG-6 3 PVI ELEV. 07.2 1/4' 1' —a- s— 1/4": i \ 1/4" 1' —>` �— 114' : 1' .... ... K 26.21 3 i 4" VDOT 21A :: a!:.: t-.�_.;-.:. ,, -,`'- r E - - •.� 'r "_'-, _ 4- °;-, d- [` . STONE BASE BASE 5" SUBBASE (21A) STONE BASE 6" VOOT 21A 4" BM-25 6" VDOT 21A n o STONE BASE STONE BASE (6 ui + 5' 6' 2' 11' 11' 2' 6' 5' 1.0' � CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE N w SIDEWALK STRIP 0.5' 0.5' STRIP SIDEWALK W ~ Z a 25.5' 25.5' > TYPICAL SECTION P I STA 21 +06.00 > a = P I ELEV. 696.10 w x BISHOPGATE LANE z `` PVI TA. 19+67.4 100 .136 00 VC >- rr 4 SS (25 MPH DESIGN SPEED) ".1, PVI ELEV. 691.5 0 � ID LID QI Nw U LAT XINGS ' K = 135.63 � rn w w • M � Q W/ 18" 705 + C0 c0 F- Z c+v= SEPARATION a u� cv () VI STA. 17+ 3.99 d- rn It N N ¢ w 0 ' w _ _ PVI ELEV. 6 6.52 �i CD vi 00 M Cory(]� K = 73. 300.00 V 6 - - 000 ------ W �`� N >> v� a d �N (� 700 �n _ _ rn�Q� L.! 00 + •- r t0 - "�� `" - Q 0- pq 000 00 CG >ILD > 7 a CV Ln �'- x -' 15" XING - + =Z 3 o 695 Q W W - �� � > _ -�-`'� - co w Ld 'L a ,z ,--DEFLECTION r NECESSARY TO OF PIPE AS PROVIDE 12" TYP. W / SERVICE 0 ' J ;W > a a ,6 1. %30 SEPAR TION CONNEC 10 S W/ 6Z �v TYP. W/L ERVICE w p�JER R i N `N E P• 1" CURB STOP 690 ' �- CONNECTIONSW a C7o o pp.1 N 35 E pJ WA ��RLtN (SEE D AIL ) ,- 1 " CURB TOP WA 4' SS o(SEE DETA LS) M j 15" X IVG T XINGS / 18'f SEPARATION 685 ; w ' l / � 4" S ~ ! f " �3 m l,� LA XINGS W !! w L LJ _ 680 / ¢ ! % > 4 S a l LAT INGS !!! a a � 41 " i } W/ 1 } O !� m m SEPARATION m O w z // a 3 s W � w w l_ T 675 <t , cn > V) V) PVI STA. 12+50.11 t ! 1}ULLAK � LAT XINGS> N PVI EL . 656.35 /! "°'` ¢ W/ 18" a a _ /� 18" XIN = SEPARATI N �x = o = Q K = 1.18 =0 � 3 , MID m 670 r m w :.j ''� IM � 3 ~ T PVI STA. 1 1 +2 I ELEV 65 .00 +cn .82 N 28 Q <W UO • +ca ''� 1 Q l.ii w w a w ' 00 6 .::: .......... .......... ............: ................. °�o ..:::..... ..................... ......... ........ •• ....: ��:-:- •••� / :�:` =r !•�' TYP. W/ CONNEC SERVICE:, IONS W �. J ',o;)n L t r ;rs) U� �,;. . •.. „N °` ^� # ' = t ti i 1 I z ,�. „"w ✓r � �}9 . 'U l >. I,r Ui 1 ,� 1 t I— 665 . W x,. .:::::::..::::::.......::: ........................ .. 1 CURB STOP S .. ,. aetrciF*ow�uNeLi w v t . -n CO • Cd 00 CJ > / r- x _ a ao ... .... .. p :::..5irit: ....... �? :: J ................' .. r . a a a ! � n f 660 a oT�� �N Y/ _, / .. ........... ...... a. , L_. I x. a - i " 3 J U .r f!7 — J W Q W W nn.yc ( o `... E d > a a W > fn / ! � r .. 1 " 2 CL RIc .._ ✓ ".•..,:... ., ., ..._._.._-....__. _..._....._..St_._ ,,; ?COL _ _ +„ `,1. , ` •�' _ _ ;Li _ I 1 LL a a ft 1 ' 1� 11 LAT C XINGS I �L' Q 'V 1 1 �' Cta a.. _ -_ _ _ n ,., ►��^ °, 655 r 18" XIN I„ _. __. t _._._. _ _ _.__. , a 0 SEPARATION rz�nr.� . x ............... ...................... y ! ff 12 C LEA. (] 650 ........................ .......................... ............... ......................... :................ 36 XIN r `\ t _.. _. _..._.__ ^ Tr- ----- a - ........................... ......................... ,eat ...... .......................... ............. ... .. 4 UIIT r SS XINGS _.. n 3 s` o s q 9 S e 6 � Iy " �.:.................... .................... ...........................:::.::._ �..............:::.:::.:.::: ............ ........ ...: .._ W 18 .. -- ��. 645 _ �_ �:.::::....... .. ...........,' S PARATION ��" � ,, �� ; •;� µ g; / •'• 4 _ • . I w 7-7 G Z `} 640 02 Horizontal Scale 1 :100 ,r NZY M O_ Y rn sa gor,,� " 8 XNG 635 x Horizontal Scale = 1 :50 M � m m 630 w in Vert cal Scale = 1 :5 Cn > 3 F- EX. GRADE ---- W ~ L PRO GRADE ~• � < � > a a c� �a w = 00 = X` a 625 a0 w x 00 x mlu_ w as 3 n0 10+00 +50 1 1 +00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21 +00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 O 00'- 0100 NdT 0!OR0 q Li q (DIgN W d- 0P.h CgwCD 0Q0 NON `--O hOP� NCnrl� OOtOT (Dlgr rn00 t P1 NrMcn NPI: Lq 1 Nn0! 0>CAO Id- V•0 CRn q1i" OP:Ill OfOeF MON (DV•N NCDIn NI[3M 00 ha10 "TO W,w) NM•- 'd-0Ln �N� 16 d'rCV I-iICi06 K)nln ��M CID"N hlgN M N N OOiN O� �0) ONh 00*PO hIn04 rnhN `-00N NON ��N 40- (0 r- hCC.- M 1- d'♦ d•C0 J toi ��F- (010 (00 Om 0CD NN Go rn�- M00- oCO 0)w ow.- O�� 00 00� rn0 O>Ol rnW 00 00 00 O 00 00 OON c0 to co toJ c0CDJ -i � O 0J (DCDJ wCDJ c0CDF- wCIDF- �� CD CD wCD wCD wCD hCD h hCD� hCIDF- �(DF- CO2F- c00-- OF- hhI,- hP%F- hhF- hhF- hh� hnF- F- F- F- F- F- O Z) Z) 0 > 0 O � O O > � U �, > > > > > > > U U U U U U U U U U U U Ua w = 0? W CO No Zi Z 0 ZOO U ob Iro 0 0. ~ ILL w- O W J J_ Q Z ci a " Lu w C oce r r �� OJT �z a w Z o = to aft U I © ceN W O� t� ir W flit N. �a 4W w Lo IK N �• Z o O r�- w 2E0) CV) �. d- �1 w Z Z W o 0 a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1,=50' 111-101 0� Pry o{Av- Jimmy L Taggart 22841 v` A�11�(- 07-09-19 FSSIONAL f-N4 z w Q Q 0 z J Q -� J CV > 0- J > yz U o z U a 06 J w �-- m Q Q 0 Q 0 m o d FILE NUMBER 8053 SHEET 15 OF 37 705 695 690 i I I 68� 675 670 665 PVI STA. 11 +50.00 PVI ELEV. 685.00 HIGH PT. STN. 1 1 +81.58 HIGH PT. ELEV. K=,, _�82-88r-------`--- �:49no �w o O n K) r ,, // r Q W N r- �'' ' 00 Q + + C0 o a 0 FC w �� w m U) / 0 > r'' CZ � r i 1 i i i ,� 15" XING 8" XING 11 Horizontal Scale = 1 0 Vertical Sc le = 1 :5 EX. GRADE ---- PROP GRADE 705 710 7Qo 705 695 700 690 695 CD 685 0. 696" 680 685. 675 680 670 675 665 670 660 660 10+00 +50 1 1 +00 +50 12+00 +50 13+00 r�Nu? r»rn w0LO Rcy! - r`r`rn LcVN W)00r- vi r�N� CO OD co c0 ON'0 ID Co ID (6 Cn IO C"lVd IQ J u- U > U > U > U Z3 U 30' PRIVATE R-O-W J R/W POINT OF � R W FINISHED DOT ST'D GRADE VOOT ST'D 3 1 CG-6 1.5" 5M-9.5 CG-6 3 1 �- 1/4". 1' 1/4' : 1------------ - -- ' 3 -.- t 1 _ 3 y 6" VDOT 21A fi" VD BASE 4" SUBBASE (21A) .1 21A STONE BASE 3" BM-25 STONE BASE i0' i0' 2' 2.5' TRAVEL LANE TRAVEL LANE 0.5' 0.5' 15' 15' TYPICAL SECTION RICKN ELL STREET (25 MPH DESIGN SPEED) N. . .> 0. 8 j.1i 7 ' 7 t.e J,ank> PLACE- STATION 10+00 TO 13+20 PVI TA. 1 1 +70. 0 PVI ELEV. 692.0 HIGH PT. STA. 12+ 5.61 HIGH T. ELEV. 690.41 = 42.46 50.00 VC -_- --__- " _ a w 0(�' ,V / Q� J O N Lu Q Q V) �� (A + ° � J a c m 01 w W r X i �� NT N 3.5' COVER VER ° Inv X i W TERLINE (TYP.) X ao 3 m 02 ° 15"" XING 8" XING TYP. W/L SERVICE �1 CONNECTIONS W/ 1" CURB STOP SEED AILS 3 � 3 J m J a w orizontal Scale = 1 :5 U' W ertical Scale= 1 :5 x o° GRADE - -- - 00 00 x ROP GRADE a _ oo3m _ 3'm 710 705 ILfI+f] 695 W 8 XO W m bo �3 x�w ? < E ro3> 685 .:0 675 670 665 665 10+00 +50 1 1 +00 +50 12+00 +50 13+00 nCiIq d NN �ORIR rnC CO 17170 ODCDN 1If0� aORi [Q aOD 00 9 +- w CD t'3 �f 0 I- W cc M tQ QO 000 OCR- •- O r 02 Oar J t0 ? I� fLS M1 fQ U U U 49' PUBLIC R-O-W I R/w 4" 3000 PSI VDOT ST'D 3: CONCRETE ...... 1/4": 1, `} CG-6 � 3 " V T 2iA 4 DO Yam- STONE BASE w Y' 6" VDOT 21A " STONE BASE 1.0' 5' 6' 2' CONCRETE PLANTING SIDEWALK STRIP 0.5' POINT OF jW FINISHED 4" PSI GRADE VDOT ST'D 1. 5" SM-9.5 NCR CONCRETE 3 •1 CG-6 �- 114": 1' 1/4'. i -� -�- 4".1' i/ <<<- J w ti_ _.. -. .. t r w t. ,�• -- 4" VDOT 21A 3. 1 BASE 4" SUBBASE (21A) 6" VDOT 21A STONE BASE 3" BM-,25 STONE BASE 10' 10' 2' 6' 5' 1. 0' TRAVEL LANE TRAVEL LANE PLANTING CONCRETE 0.5' STRIP SIDEWALK 24.5' 24.5' TYPICAL SECTION RAYNOR PLACE 710 705 700 0 696 585 675 670 665 STEDHAM PLACE- STATION 10+00 TO 13+76 � if►�S�If�i7i HIGH PT. ST 12+33.29 HIGH PT. ELEV. 694.53 K = 49.24 250.00 VC orn ow Ism ---- ,ri �NM r�i w z Q _ o r'-' r? -.., w ``< ¢w r''/ ,r ¢w J a �' r-_ > ILi '''' zontal S ala = 1 cal Scale = 1 :5 GRADE - -- D t`_RMF' 710 705 700 695 690 685 XING 680 675 670 665 660 I I I I I I I I 1660 10+00 +50 11 +00 +50 12+00 +50 13+00 +50 14+00 1�CRCq NNO Cir% OODN OItN r�IAN P,'-c0 1tNN M W O] M - M cc2 ILA N N CAQ! O try M OW N * 00 OpD Mi 47f Om Irj Qf O� N M) Oi OC! IO J cpap� tpiGj I-fG? �mj r`ra= Pam= P•tD? li li U U U U U U L 22' PRIVATE R-O-W (ALLEY) `� : 1 DOT ST'D CG-6 6" VDOT 21A STONE BASE 0.5' 2• 0.5' (25 MPH DESIGN SPEED) W/L PROFILE FOR EASTERN 4" N.T.S. 685 675 670 Horizontal Scale = 1 :50 Ve ical Scale = 1 :5 EX. GRADE ---- PROP GRADE , ------- ---r'/ ww s o x. w X Q �J M 3 011 m MAINTAIN 3.5' COVE OVER WATERLINE (TYP.) N 4" CL 53 D.I.WATERLINE -1 8"' XING a O w 00 �> a Qw 00 3> m� 685 675 670 665 665 10+00 +50 11+00 +50 r07 NON In0tn ooa 1+7uiC0 NIAP` 't66 4IA6 (D c�omj 00 - wfao co r- cwwa -- U U U U POINT OF I R W FINISHED GRADE. 1.5" SM-9. 5 VD CG 6OT T D -.- i/4": i' 1/4". i' -a 3. BASE 3" BM-25 411SUBBASE (21A) 6" VDOT 21A STONE BASE B' 8' 2' 5' TRAVEL LANE TRAVEL LANE 0.5' 11' 11' TYPICAL SECTION STEDHAM PLACE (25 MPH DESIGN SPEED) W/L PROFILE FOR WESTERN 4" w 705 700 695 w w x 00 x 690 X\a - -- ---------- C0 l'��� ¢ . ¢ O w m n-r AINTAIN 3.5' COVER OVER �r ' WATERLINE P.) r / rr' NEW 4" CL 53 D I. WATERLINE Sca e = 1 :50 cal Scale = 1 :5 TYP. W/L SERVICEGRADEw tHnizontal 24 XIN 1 " CURB TOP P GRADE-- (SEE DETAILS) >' a 3> ¢d m� 705 700 695 690 10+00 +50 1 1 +00 +50 12+00 +50 cc Io r7 17 !7 aD tl IA 09 r` M wi I` O N c3 OR 0 O� O O N 0 0 0 O O N O O Q F- N F- r` r• r, N � L� li 0 0 0 U V a. U O? m W Na Z Qa zo rr u °b o } 0 O (� w � *� L Z U) at W J _J i Q 4Z cQu a � W w CC* 1 IK � O N 03 .4�Z n -K Q Ce ' rF� WO O V � Z CC LL ft it 4 W OJ ttj w RK �. L- o r- W °rn �� Z �Lu W Z O W ° a_ REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/CCUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1'=50' a� Dj� o{4$�tis$ 7 Jimmy L Taggart Lac. No. 22841 4; A�°� 07-09-19 ���` 'ti& 1 ON A L F'*4 z LJJ z a Q J c a JN> C� rZ J > v z j �o 0 Z � J -1 CL 0 I- m Q o Q Q 0 m o Q FILE NUMBER 8053 00 SHEET 17 OF 37 ow-Kol f 705 ►It CD 0 + 0 1 695 1 685 1 675 670 665 TREET- STATION 10+00 TO 14+02 PVI STA. 12+00.00 PVI ELEV. 700.00 HIGH PT. STA. 12+55.37 HIGH PT. E EV. 698.71 K = 48.81 nas Na 3 p �w z �w w a a w =-- ------ --------- ¢ Li rn k U 1 a o+ r 00 3 uj � _ 1. 339a ca i x MF s NTAIN 3.5' C ER OVER v x x O ::::::::::y WATERLINE ) .::::.::::.i :, 3 •• . NEW 8 CL 52 D.I. WATER NE 1?Akt:;s r UON [LEARI 18" 15" X NG ?45"AXING i " 8 XIN TYP. W L SERVICE CONNE TIONS W/ ' 1 " CUB STOP (SEE D AILS) 3 3 J m orizontal . le = 1 W in CA y ertical Scale= 1 :5 W. 0° GRADE - -- it Go x ROP GRADE x � A co 3 '00 3: 10+00 +50 11 +00 +50 12+00 +50 13+00 +50 14+00 OOiIa rIACD d•NOf �fOln Nr O1'���) O1(�In �QltD Ora? 04040 �2 cO C �3� � r. CjV m rcd4 4Cd Ld 40to r Cq Ps COrO tN o-� jJ J i-i I% U U U U U U U- I 49' PUBLIC R-O-W 710 705 700 695 690 685 680 675 670 665 715 710 705 0 0 + 0 MENEM 685 675 CHANCERY LANE- STATION 10+00 TO 14+50 PVI STA. 12+25.00 P I ELEV. 705.30 HIGH T. STA. 12 72.65 HIGH PT. ELEV. 703.65 K = 49.61 00 00 00 Loo LJ + n + M Q w w �� Sn_ LO LJ IL � 3 'v- ° • . :r'' :.:.:..... DNt'iT. lg1!F::::::� :..:.: j ...... S le - 1 arizontal rtical Scal 1 :5 . GRADE - -- ROP GRADE 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 I�Ntf] oorao COa� 4�� �ClrN os h�ta N�O Cpnao COmN NmtO N• N7M0 I7Nr ��a> wa CD c,g 00 chi IA N 0 In8- Oo ��`- 00 00 N-O 00 co(D� 40 �_ w N r. rr� Nrr•� N Nr� nr �i U- U U U U U U U 30' PRIVATE R-O-W 1 POINT OF R/W 4" 3000 PSI FINISHED 4" 3000 PSI R W t VD CS-6 ,D GRADE 1.5" SM-9.5 VDOT ST'D 3 3 . CONCRETE CONCRETE 1 i/4': !' --i•• r.-^ 114": 1' 1/4': 1' 3 S 4" VDOT 21A r:::._ ~ __>"...�,,. ::.. ;..: .: . -+5-�. - :�.. L•{ 4" VDOT 21A ''� t ' }~. r � •`� x STONE BASE STONE BASE 6" VDOT 2iA "BASE 4' SUBBASE (2iA) 6" VOOT 21A STONE BASE 3 BM-25 STONE BASE 5' 6' 2' 10, 10, 2' 6' 5' 1.O' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE PLANTING CONCRETE SIDEWALK STRIP 0.5' 0. 5' STRIP SIDEWALK 24.5' 24.5' TYPICAL SECTION CHARNWOOD STREET (25 MPH DESIGN SPEED) N.T.S. ? °£ <<a- _� -- - $ j � 14+ / rye\ sg� (re &} roan �r z ins ar} Ur: su 4 (t of) „o d> r 'ay Ri, tQ 89i >,�40L hPOINT OF t R W R/W FINISHED VOOT ST'D GRADE VOOT ST'D `':t CG-6 1.5" SM-12.5 CG-6 3 1 -.�-- 1/4': 1' 1/4": 6" VOOT 21A BASE 4" SUBBASE (21A) STONE BASE 3' BM-25 6" VDOT 2iA STONE BASE 2 5, 210, i0' 2' 2.5' TRAVEL LANE TRAVEL LANE 0. 5' 0. 5' 15, 15' TYPICAL SECTION CHANCERY LANE (25 MPH DESIGN SPEED) N.T.S. FIRE ACCESS LANE 715 (FUTURE BISHOPGATE PLACE) - STATION 10+00 TO 11 +92 710 71A 705 0 0 710 700 705 vie 695 685 .•X 675 orizontal Sc le = 1 :50 eMeal Scale = 1 :5 . GRADE -- - m ROP GRADE PV! TA. 11 +70. PVI ELEV. 701.0 � `• 3 LOW P . STA. 11 + LOW T. ELEV. 70 - Lu K = 3.42 30.00 VC C3 It D CPDI) O(D DO r- 0 coo r +� s W •J •J w aw H 7 n1f(n HEIy 4� It ACiMFcOR uj o N Wq� TYP. W/L SERVICE CONNECTION W/ 1 " CURB ST P (SEE DETAIL) 8" XIN X Jvm \ �3 WLu W J 24" XING 0 1.25 .33 710 VARIABLE WIDTH PRIVATE R-O-W RI W POINT OF t R�W FINISHED 670 •g , YDOT ST' D GRADE VDOT ST'D 1 t C6-6 1.5" SM-i2.5 C -6 3 1/4": 1' 1/4": 1' 3 ' 3 ..'' • �� .?"i; :Y9► • i�'r':•'..::F;•�'•'�-=�-". .+a .e'�=fj •i::..;t ti�:ti .i 4'_: ;i"t:�t ..:: .�; 5" VDOT 21A BASE 6' VDOT STONE BASE 3" BM-25 4" SUBBASE (2iA) STONE BA 5' 6' 2' B' B' 2' 1. 0, TRAVEL LANE TRAVEL LANE 0.5' 10 22' 22, TYPICAL SECTION FIRE ACCESS LANE N.T.S. VARIABLE WIDTH PRIVATE R-O-W I R/W POINT OF R W 3;t 4" 3000 PSI CONCRETE FINISHED VOOT ST'D GRADE VOOT ST'D 1. 5" SM-12.5 CG-6 CG-6 3 �i 3 1 4" .VDOT 21A 3 - .. ,.. ;• .. '� s "�. __..� :,,. ,• • .:. ; • • STONE BASE 6" VDOT 21A 9„BBSME25 4" SUBBASE (2iA) 6' VDOT 21A STONE BASE STONE BASE 5' 5' 2' B' B' 2' 1.0' CONCRETE PLANTING TRAVEL LANE TRAVEL LANE 0.5' SIDEWALK STRIP 0.5' 22' 22' TYPICAL FUTURE SECTION FUTURE BISHOPGATE PLACE (25 MPH DESIGN SPEED) N.T.S. ROAD CLASSIFICATION SCHEDULE (FUTURE ITURE BISHOPG,AFE PLACE) ROAD NAME STATION DESIGN SPEED VPD PAVEMENT WIDTH (A) PAVEMENT THICKNESS FUNCTIONAL CLASSIFICATION SM-12.5 BM-25.0 21B BISHOPGATE LANE (EAST) 10+00 - 27+21 25 mph 805 24 1-1 /2" 4" 8" LOCAL-PUBLC FIRE ACCESS LANE _ '10+00 12+02 25 mph 18 16' 1-1/2" 3" 6' LOCAL -PUBLIC BISHOPGATE LANE (WEST) 10+00 - 22+31 25 mph 376 2.4' 1-1/2" 4" 8" LOCAL-PUBLC BICKNELL STREET 10+00 1 2 +70 25 mph 112 20' 1-1/2" 3" 6" LOCAL -PUBLIC RA)'NOR PLACE '10+00 - '13+20 25 rnph 0 16' '1-1/2" 3" 6" LOCAL -PRIVATE STEDHAM PLACE 10400-_13+76 25 mph 114 20' 1-1 /2" 3" 6" LOCAL -PRIVATE _HARhJWOOD STEET -10+00 - 14+02 25 mph 0 16, 1-1/2" 3" 6" LOCAL -PRIVATE CHANCERY LANE 10+00 - 144-50 25 mph 1 1 32 16' 1 -'I /2" 3" 6" LOCAL -PUBLIC r . o� a 4 a U {n oN N Q QD ZO Q= �o '. t LL 0 fit lu J _I W Z of Q t� It W 1 O �Z 01C4 It ©Q U % ft .", , co) Coe QO `t 4. Z Cr Q Ift 0: O� It f1c ti. W W o �Co UQ R H Z N Oti 20) 1 a 0� z W° oa REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 50' ojp Qr �IO Jimmy L Taggart Lk. Na 22841 �•� A�aA, 07-09-19 ei'10NAL E�4 z W Z J N> 0 _J co � J > Yz _jU:D 0 0 z ° w 0 ma o Q Q o Q FILE NUMBER 8053 SHEET 18 OF 37 r, 715 710 705 700 695 i 685 U$ 675 670 665 660 +50 C] NOTE: THIS EMERGENCY ACCESS ROUTE PROPOSES TO CONSTRUCT A 20' WIDE GRAVEL PATH THAT WILL CONNECT FROM THE DEVELOPMENT OF BLOCK 32, DOWN TO AN EXISTING PORTION OF PAVED SECTION THAT ULTIMATELY CONNECTS TO STATE ROUTE 250. THE PROPOSED PORTION OF THE PATH HAS BEEN FIELD SURVEYED BY ROUDABUSH, GALE & ASSOC., INC. OCTOBER OF 2018 AND IS SHOWN IN PROFILE VIEW BELOW. MAXIMUM GRADE IS UNDERSTOOD TO BE APPROXIMATELY 11 %. UPON REVIEW AND COMMENT FROM ALBEMARLE COUNTY FIRE & RESCUE, ALL TYPICAL SECTIONS USED FOR EMERGENCY ACCESS SHALL COMPLY WITH THE CURRENT EDITION OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE FOR FIRE APPARATUS ACCESS ROADS. POINT OF FINISHED GRADE 3 1/4": V 1/4' : i —�.- 3 1 3 1 �____��� 8' VDOT 21A \�. 1 STONE BASE 10' TRAVEL LANE 10' TRAVEL LANE 15' TYPICAL PROPOSED GRAVEL SECTION PVI STA. 18+08.89 PVI ELEV. 712.65 HIGH PT. STA. 18+20.10 HIGH PT. ELEV. 711.41 �u') a)to M � 100.00 vc cD Ln 0 LO + r- + r- r- as BLOCK 32 FIRE & RESCUE EMERGENCY ACCESS ROAD PROFILE 11 +00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21 +00 +50 22+00 +50 23+00 +50 24+00 +50 25+00 1 f P: 1l: Q N n N N Y Iq I-: Q1 N 0! Q 01 0! 0! n O Q Q 0! 0! 0! 0! to 00 PO co N to n0 0 OS co d N 0 0) to to to � M coo to 0 n � r Go 0) (n rn 00 ao 0 M 0 0 0 � — 0 0 0 0 O 0 0 0 /// M to to co co co co to 0 to co 40 to r` r- r- r- r r- rl- � n r` r- co co to M to to to 715 710 705 700 .•R 685 675 670 We, +50 rn Iq qf- , a U w = 0)m W Np Z Q0 20 zt U 0'. °C o O a ~°' >" IK V% w z It W J J_ Ou > Q qZ 0 C) � cc Q y WZOltUrn Q �, N 1� C9 r W 0 �.1 4 Z fr kit � w (� 4 Lu w LO '` U N W° W M w Z z O W a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 CONTOURS 2 FOOT 01 DATE September 10, 2018 SCALE �v'.H 0� Jimmy L. Taggart Lic. No. 22841 07-091 e> w w 0 W Z a � � z � J G( �JN> J > y z �— —� U o D 0 � w 06 J - 0 Q Q U w G1 J m a Q w w w FILE NUMBER 8053 SHEET 19 OF 37 00 r j ..�. . K _.�—,• — SIGHT D*WCE_LINE SLGH.T,;FS IVCE EASEMENT l ai M rill i (i tai , kh. i 680 675 670 JSource- Old Toad Drive Road Plan by 71rnfrons Grwp, 2W3) Peak % PM °ti WIN Total PAW Mill Period Rate in lout VpDfper VPD Paak Uriras In Nfa PN1'a Wa faNfa ibis Nf a Nfa PM Futwe a fr di 0 o tl s Prispo ed Total 416 eR 58 31 Sc 79 (Estirroated by RGAI Right toward Rt 25t1 savlmnA 613 Fro; 41 24 �Q t13S (Estirrmated by RGA) Lett to"rd Golf Drive marthti ?rt 1T 90 Truck Volem e $` ( fernated by RUA) Residential only, t d-oath #evelopment. smit".4 q 0 0 {] Ncxti>.hn d tl t7 tl rage i n Traffic Soorw 244 I RNakt 8 HiglurraY;id � AAOT� A566 VP0 2&4 Two V'ehicied�< 100% at 4566 VPD Oimrfwkal Foos IDI- D-53Ea or 2446 VPD In referenced direefim h7sri#tak urid RaakHour Factor (k) 01019 of 46r5 VPH (Same asused for Crozet Avenue) Left Turn Anakiiirs iai€irtl lad Is J�'a�nGlr9 �lreitfrJn Laesii�n weed 40 (eee a3bove) AADT= 4566 (seeatmve) Pealp (KI= 4.1D19 (eeeabove) Peak air. V0,Nrne= (AADT x it) Aa-dancing Dir anal Fir Me Percontage approaching site in direction requiring left turn into alto Advongine Yalumv .149 (MDT x K x Cat Cippaoeing rkinectfonal FacliN (00Y= 5,4542 Percentage aRpri-3454A.,ing SOL, in direction requiring mjht lum into orta Cppo r9[_xtakn*= 216 (AAi7T x K x 001' Lett;Turn a 12'A (P11114n trips frK7m Advancirnii direction (see Estimated Wtu obove)) €9aing 2t6 VPD o sang vt�lurre, arol 3Y Peak hour into site x ridvancirig'f4" factor sn advmcirigi-wiltunaez 1 470 VPH es the wwrard figure requiring a left tarn Jane Tirerefo,re, No left tum lane is required. {Ref. VDOT, See chEan). Riaht Turn Anaivais Sastttiidliat is Aulvamirog direction P {V ApDrtw.h T'oialz 216 Peak hour volwe apWoactonp stte in direction requiring right turn irate site PHV Right Turn Vow 27 (PM -in trips limm A+Yvarlcing dinpotion (see Estimated Sp hts above)) Using VPi iapprooch, vclurne mrW F40t turns unto site No Right Turn pr Taper is 1R'equk*d (Rat VDOT, See charm 91h Ed Ed Y� SQL 44�i NIV1dp0,4J7 8A p r ws3 ss vsw se w � i13111lA 3LRAM g' W" 3W 'III W 31LYWIMi � 1own, m MUM SIGHT DISTANCE PLAN VIEW - SD 1 SIGHT DISTANCE PROFILE VIEW - SD 1 WARRANTS FOR LEFT -TURN LANES ON TWA! -LANE HIGHWAYS ADYA N ING VOLUME VPH OPPOSlING V011-1-IME few 101% 20% 3C% _ 47-M4F H GESiGN SPEED' _— - C1 ? 2Z ISO 1150 coo 41 D 305 2255 200 400 310 275 245 200 640 47p I 350 305 100 720 390 340 WD 280 210 165 13-11 00 3FA) 280 M '17 8 400 435 320 240 210 200 550 400 300 270 60-MPH DESIGN S ' : ' 800 230 '170 125 115 600 290 210 160 140 400 365 270 2>00 175 330 2W 215 1 GO 505 370 275 240 TABLE 3-1 Source: Adapted from 2004 AASHTO Greer) Book. Page 685. Exhibit 9-75 USE DESIGN SPEED IF AVAILABLE, IF NOT USE LEGEL SPEED LIMIT. I v 4— -- -__. AMMIMCM uwr nm VMAiMb'" vi iAlti(+Im" Two -lame highway with 40-MPH operating speed Opposing Volume (VPH) - 600 Advanc-ing Volume (VPH) - 440 Left -Turn Volume (VPH) - 44 or 10% of Advancing Volume With opposing volume (VPH) of 600 and 10% of advancing volume (VPH) making left turns and advancing volume (VPH) of 305 or more will warrant a left -turn lane_ 40 Design speed 216.9808 Opposing Volume (VPH) to left turn 12% Left Turn % THEREFORE NO WARRANT LEFT TURN LANE NOT REQUIRED NO RIGHT TURN LANE IS REQUIRED NO RIGHT TAPER IS REQUIRED 680 675 670 665 660 655 650 645 640 635 630 NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. %1 V a U y rn j in � 0 (V Q0 20 °C V a � y o v� a _ z " Oo Q c� 01 " O� U N I ft O Zt Q cc uT oou- `_ J I a , r� v, � j LO 40 C\1 LUZ H O o16 o� �LU 2 eca co w z W ° Q� REVISIONS COUNTY COMMENTS December 21, 2018 ACSAJCOUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 50' of Df� {�$OUR$ o �r Jimmy L« Taggart .a 22841r 07-09-19 1 Q w Q Z a I —� CV J (') a J > z j JUo U E- 06 J J C/2 a Q m E— a FILE NUMBER 8053 SHEET 20 OF 37 �5 Sao �r V SIGHT DISTAN -EASEMENT (Jo r c Oy 50 0 50 100 150 SCALE: 1 "=50' 6� 6E 6E 61 6, 6E 6E 6! 6; 6, rz, NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. SIGHT DISTANI"F' PROFILE SD 2 L.Cl L/ 1_� HOZ SCALE.. 1"=50', VERT SCALE: 1":5' byU 685 680 675 670 665 660 655 650 645 640 710 710 705 705 700 700 695 695 690Am 690 LYE HUM rQ 685 685 - 680PROPOSED 680 675 675 670 670 665 665 660 660 655 655 9 50 10+00 11 +00 12+00 13+00 14+00 15+00 16+0 .L.Cl PROFILE SD 3 SIGHT DISTA NuB HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' 7('C 7( 6� 6! 6i 61 6" 6 SIGHT DISTANCE PROFILE - SD 4 HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' 7{ 7( 6t 64 6i 6F 6 705 700 695 690 685 680 675 670 710 705 700 695 690 685 680 675 SIGHT DISTALNUPIV PROFILE SD 5 HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' 715 715 710 710 705 705 700 700 695 695 690 690 685 685 680 680 9 50 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 SIGHT DJSTANLCIP_� PROFILE SD 6 L -cl HOZ SCALE. 1 "=50', VERT SCALE; 1 ": 5' �I w= V a, 0 U 0) coo C) Q� z Cc > o Q uj z C4 J J J_ > a �4 � 4 r , � V. tw °" <Q .4 IK O n`r Cc o at o LL j my wLO LuZ �o oy o� III�� �� u 4W ZeCo (� w Z z 41 ° a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA;'COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE TH op Of Jimmy L. Taggart Uc. No. ,# 22841 �°,r►d 7-09-19��t�`y roxLL z W Q z Q V -3 < 2 J CV > Ix > J Cl a J �z P4 j -� U o W 06 1 C) QE— w _j m FILE NUMBER 8053 SHEET 21 OF 37 Irr 50 0 50 100 150 SCALE: 1 "=50' �Ics i i 50 100 150 i A 7?n 7 7 7( 7( 6! 6! 6(' SIGHT DISTANClEi' PROFILE SD 7 J." HOZ SCALE: 1"=50', VERT SCALE: 1":5' 720 715 710 705 700 695 690 685 ! i 1 � 1 � 1 � 1 � 1 � 1 t�aatel:�E14.� = ! i i�ilalllN■:r[lI:1■G>4G>•---- �rJ� -�irir�,�,� ___�1►�I1:�1:5�>• Ifs Gs,. IN M �r `1��� svdffj '! Me, Aiml� ! ` i r SIGHT DISTL.4ANCE-� PROFILE SD 9 HOZ SCALE: 1"=50', VERT SCALE: 1":5' NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS 6' FROM THE GROUND. �I Ua Taw = v �c at N 0 2 a� z0 0 4. >o 0 wz T/\ J �' •i 0 U) a �Cb r-W K� ' Oo Cld cc Z Q �tjj aLO W �? _� OO U N O d 2 O `j �xx ZQ Q 00: O LL ca N. W Lo 'u � y, a W 0: ° �► W 4. Z g� 0)� z a w ° REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT 01 DATE September 10, 2018 SCALE 1' = 50' ru op �r �o Jimmy L Taggart Uc22841 .a °a. 07-09-19 ti �4101fAt. 'a z W z l2 r� Q � 0- °C o JN> � J C� a JU0 0 QoW I4 06 J A-j ❑�mQ ❑ W E- x 00 O Q FILE NUMBER 8053 SHEET 22 OF 37 7. 7 7 7 7 6 6 6 E ma ,Ns r�. . ............. .......... :....... ........................s. ................ ........:: ...... :.ya, U k .....:: ..... r y tit ................... t f j 1 1. - •_ . 5 �. ya. SIGHT DIS TA Nl"li' PR OFILE SD 10 l.rl L/ Tj SIGHT DIS-TLALNLfjiE�' PROFILE SD I I- HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' ,. -L.LJL L/i-' PROFILE SD SIGHT DIS TA Nl"`-� 1 HOZ SCALE: 1 "=50'. VERT SCALE: 1 ": 5' SIGHT DISTANLUE' PROFILE SD 13 L.L.L HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS V FROM THE GROUND. 700 695 690 685 680 675 670 695 690 685 680 675 670 665 660 655 ../J SIGHT DIS-TLALNLfjiE�' PROFILE SD I I- HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' ,. -L.LJL L/i-' PROFILE SD SIGHT DIS TA Nl"`-� 1 HOZ SCALE: 1 "=50'. VERT SCALE: 1 ": 5' SIGHT DISTANLUE' PROFILE SD 13 L.L.L HOZ SCALE: 1 "=50', VERT SCALE: 1 ": 5' NOTE: 1. SIGHT LINES THAT CUT THROUGH LOTS, DECKS AND/OR FENCES MAY NOT BE BUILT AS THEY MAY CREATE SIGHT LINE OBSTRUCTIONS. 2. STREET TREES LOCATED IN THE SIGHT DISTANCE EASEMENT ARE TO BE PLANTED SO THAT THE MINIMUM HEIGHT OF THE LOWEST AUXILIARY BUD IS V FROM THE GROUND. 700 695 690 685 680 675 670 695 690 685 680 675 670 665 660 655 ../J V a � � M� U v� D C) W �o Q 0 zo a a >LL C wz 0 0 U) fa � LuW 0 4q O a Q GV �C, W cn c ? = co It O� U � .4Z QCo Z p cc y ,OO LL � as � LO Lu 0 y+ Lt. W �' ° cc 2 , otr W Z eCo �It W Z Z W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT 01 DATE September 10, 2018 —10 SCALE T=30` G `o A Jimmy L. Taggart 222841 ► .woad 07-09-19 a1 8$I QM►L t`� z W Q z Q Q I Q. J � q >- J CO a J z ?JnPq U0 U r V E-4 W a F— m Q A Q L~ J M 0 a Q FILE NUMBER 8053 SHEET 23 OF 37 720 715 710 705 C 700 v u 695 c F- v C C I�:'I'I�>■ I 685 STORM SEWER PROFILE FOR STRUCTURES "0A" TO "11A" Horizontal Scale = 1 :50 3A Vertical ale = 1 :5 1 A EX. GRAD ---- PROP G DE 4A HGLLL -- � N �0 o°' 5A A �' o 2 r �� r. i r, 5.1A 10A 11A u� rj T I I I I U) Uri 7 pz ' J >u z UJ :210 O (0 ow co 0� O V)V) � QZ "aC11_ 00 r� + r r r I�ti 0 2 � �< N+ +II� w ----- -- ---------- --- � f 0 Nj + \ m l • _ 0 II � II � Z J �N �I I�+p yN .N O amII O _ (3) o¢ Z II >O Ii - A 1t - a Z ` ' `. �cn �''' O - -- - - Be ��\ oa w ---- - - cncn .� cn v) Of o Ln U) Cif E o O---- + o - II � .. `�� -� 38.27 LF O ! ;1 `� - _ _ �,� ' 18' OF HDPE® 0.55% 108.92 LF o 0. 5% OF HDPE %r 1 5" CLEAR 4` - 246.51 LF ® 0.55% r - - 111.39 LF 24" 0 HDPE 9 2 ,� 36.76 LF 24" -- - - 104. 7 LF 24" OF H P o 0.55% OF p E OF HDPE 4" OF HpP 0.55% 0 0.55% 0 55 0 0.55% -- — 248.85 LF 24" OF HDPE® 0.5 % 130.75 LF 4'� OF HDPE O O d N N r7 0 r r r- N 00 a0 IN NO •rnrn N rn 00 •rn N O,t N rn 00 � tC) Q] rn to o) P, rnII1�0 III 0) (OII III w1I ai rnco II II colt Loco wI III (Oil I>O Zo Zo Zo Zo ZZ z ZO ZO ZO O O > Z ZZ >> >> ZZ ZZ » ZZ >> ZZ >> >> ZZ > > Z Z » ZZ Z ZZ » » ZZ 720 STORM SEWER PROFILE FOR STRUCTURES "5.1 A" TO "6A" 715 6A ,710 710 J I j705 1-- 705 700 700 ••X 685 680j I I ff I I 11680 10+00 +50 1 1 +00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21 +00 +50 22+00 +50 STORM SEWER PROFILE FOR STRUCTURES "8 B" TO "8.2 B" 705 C 700 Z 699 H C 685 680 Z 67{R 705 695 685 680 675 670 10+00 +50 11+00 Horizontal Scale = 1 :50 Vertical ale = 1 :5 EX. GRAD ---- 8.2 PROP G E IB HGL -- -- 8.1 B �� .r�7 N CD II 0°3� +� 2 co O > :O II �� II > J ,1.1 II j0 Z Lj W > J o ,,, (n (AFr (no � - 'r a f-v Lo � QC r N O 0- 00 00 O � II � II II 0 Z O Zo O z Z Z ZZ Z STORM SEWER PROFILE FOR STRUCTURES "7 B" TO 117.2 B" 700r 695 H C C C F 68� 6751 Ln 670 r. 6 cQ II Z 665 z 700 695 685 675 670 665 10+00 +50 1 1 +00 Horizontal Scale = 1 :50 Vertical S ale = 1 :5 EX. GRAD ---- 7.2B PROP G E HGL - B 7.1 B Ln • N _o _+00 O .0 .0 o p j + z+ >Ow O � 1- W p W (A (A rr 0w >ow �¢M V)ir V)InO r •� i • OF NO g4.24 5 21 1 OF HD E ® 0.99 O O 0q 00 o r-� rn II uj LOII cD toll roZO Z ZZ ZZ STORM SEWER PROFILE FOR STRUCTURES "6B" TO 116.28" Horizontal Scale = 1 :50_, 690 f 685 E.l 675 670 665 O 660 Lq O 0 Z Z Vertical Sca e = 1 :5 EX. GRADE --- PROP GRAD HGL 6.1 B N �±I o rh L- II O (6 0 Z + 2 C:,II to II - ¢ II�0II�� �,�'� �F Z J J - 2 Lor (f)u)O� i t � roe F 0 1 5.43 5 OF 1A E 1.5-7% Lo r-� O(:� 04"4: r: � 0� Ln� Eb II II 0 II Z O ZO ZO ZZ ZZ ZZ 10+00 +50 1 1 +00 690 I 685 •:i 675 670 STORM SEWER PROFILE FOR STRUCTURES "4 B" TO 114,31311 675 670 665 655 650 co 645Ln A 640 Z 1 :50 :5 675 670 665 655 650 645 640 10+00 +50 11+00 454,1 El 4.2B 4.3 r-1 Ho zontat ate <i ; Ve tcal Sc e = 1 i EX. GRADE - -- PRPG 1 CD ,+ o HG o0 d0 rnQ .00 �O �N� �cnU s} 2+ 1 2+ _+to MO MO g0 III' ~OII \\ 0II> III >Z >Z _' i >Z Jl > fJ 0w ow 0w w o¢ �- o�� ��� � �M En En `V� U 1 i t sp �• Cb' 40.99 LF 24 DE OF P8" X114G h� y6 Q cD o 0 0 to "? o O o'n 0 u! It .� o a cm CD II III (Oil (DII II � III III III Z 0 Zo Zo Zo Z Z ZZ ZZ ZZ 695 Lo 685 rn co Z > 680Z le = 1 :50 = 1 :5 710 705 700 695 690 685 680 10+00 +50 TH izon I S tical Scal EX. G E - PROP GRADE OL �d4- 2+d =+� �o II Oil on . >o w >o W o ¢ � rj v~i~x (nLnrr 9.41 L 15" 0 \ HDP ® 0155 \ n C r ER O r• rn II ED II Z O ZO > > >> Z Z zz 695 Lo 685 rn co Z > 680Z le = 1 :50 = 1 :5 710 705 700 695 690 685 680 10+00 +50 TH izon I S tical Scal EX. G E - PROP GRADE OL �d4- 2+d =+� �o II Oil on . >o w >o W o ¢ � rj v~i~x (nLnrr 9.41 L 15" 0 \ HDP ® 0155 \ n C r ER O r• rn II ED II Z O ZO > > >> Z Z zz a 0 0D W No Z Q0 zo rr u °b jr o > 0 a J..!!" 0 �W wz J OV J J a? W w U� _j N W V3 Z _ U Q ccb 0 I Q O WZ �� O 4W win Cn o U CM or- W 29 ('7 w rV� Z z o oW REVISIONS COUNTY COMMENTS December 21, 2018 ACSAJCOUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1'=50' o�44�yTHDr1# Jimmy L Taggart uc. No. '0,p 22841 07-09-19 N�' �'talONAL S*° z W z _J < J J CV > C__ J tY) :J- > yZ �JUo w C Q w 06 CC J J v) C) M O m C:) J J O Q FILE NUMBER 8053 SHEET 24 OF 37 r � 0 STORM SEWER PROFILE FOR STRUCTURES "013" TO 11111311 CM Horizontal Scale = 1 :50 1 1 B Vertical S ale = 1 :5 EX. GRAD ---- gB 10B 705 PROP G E 705 HGL 8B N M N OCn +� 700 N � rn 700 _+ 7B �� I tea, C° ~o II j MN Q II O II > >Ow N� d dZW F N Z > J dQ I+� >O OW HH- 695 �h �O o~ o¢ Gf)M � 695 �- II cn In � nz� °'o >Ow a � B =+00 vv~i� 690 DLO c° 690 ~O II oZ >o W ¢ co 685 U)U) 61 �F ,v' / 685 5B o 4.1 ®� + cn PEA Z•O % OF Ho E i .81 to - II 164..55 fi 680 z 680 4B N� ��_ i v) ----_ moo � �� 24 `�� _+ -- - �N II �� _ ___ - 9 \� '� 675 675 - , o �- r oz .r rn � � � �° O � � O d cncn � 01n °' u�d oIq 00 0q 670 �± ^ of �p o.A r- No � °QM 'Am �� 670 OB O II 1 �-F c�o� II (aca II III III III << >z ,�6. II II � II II � III III III ' o zz zZ Z) zD zZ) Z� oQ __ o __ o _o _o _o 665 00 tr W� opE zz z zz z zz zz zz _ -- -- 665 00 ' _ + c(a ,' UT _ - II / ��' .25 ®3 °�° +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 o u� Q Ike o rn E- �I �O r� O >p �, 60 LUO� + + C° o o ~ 660 p l l 0 I I r�`� Q to to 55 >V� V)� �� it Y���. 655 ��~� STORM SEWER PROFILE STORM SEWER PROFILE r FOR STRUCTURES FOR STRUCTURES 650 �6" 650 "3C" TO "3.2C" "5 " T "5.1 C" OF Ha® 2 Horizontal Scale = 1 :50 ss.s �r 3s5sx �� �� �d° Vertical Scale 1 .51 of Ho ED a ® EX. GRADE -- 645 3s 645 PROP GRADE:50 O 2O i6 8" XING �i L 695 695 705 705 3 1!) cl' - h d~- d d I� CD d (o LO r- T CA d �t o N Ln (D 640 T 64a II (0II CaII (OII CDco II (DII � II Cs II II II II II II II II 690 690 700 700 Z� ZD Z� Z_Z_ Z� Z > >> >> >> >> >> >> 635 z zz zz zz zz zz z z 635 ~ 0 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 685 0 685 695 695 Ll ci 680 680 690 690 D 00 675 675 685 685 tAy Uf 670 670 680 680 665 N 665 675 0 675 00 II II Z Z 660 660 670 z 670 10+00 +50 1 1 +00 10+00 +50 11 +00 = 1 :5 3.2C 31C N L . � d � dog cV +� �d II p � II � II -,00 ca O II II z (il p > O II O w � oQ o w � � cn cn � o' -a 8" I N G � 8 XING d vQi. � d a � N II � II Z O O ZO Z z Z ZZ 5 5Horizontalle 5.1C �ca 1 Vertical ale = 1 :5 EX. GRAD ---- PROP G E HGL - _ ca _ . o cn = + � d N d II r II p � II o z II � �� >Ow ozW a� � — — cn cn � � it .42 / FNpE °e� d o � d o �n d • ao r. �00 ao • as � II II � II II � III IIF- Z O O Z� Z Z � ZZ � a w = Np z Q� z0 Ob �O �+s � � W J J � V �? W o � Z oC cv W Urn � p� Q y �` p �t rh Wv o � � 4W w� � o w Z z W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSAJCaUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 50' �ti�$ �� Dry Jimmy L Taggart lic. No. 22841 �.4 A�°� 07-09-19 ���` �sS�ONAL ECG w Q z J Q O J JUo � W o� m o FILE NUMBER 8053 SHEET 25 OF 37 710 705 e 685 s 675 u 676 665 C c C r c 660 655 STORM SEWER PROFILE FOR STRUCTURES "OC" TO 116.2C" Horizontal Scale = 1 :50 Vertical S ale = 1 :5 6.1 6.2C EX. GRAD ---- r _ PROP G E HGL r 5C � lx� r >I r r �' r r r C� (6 _ I I �( Z6 �` u 4C 0 0 °° o � of II �( C'� it =+ > z 0 r- = — Ir Cn M Of _+ >o M� 11 II 0¢ QN Q �F- 3C ? N r: >Z o C r 2.1 C r ��_ Cl cMV) fk � �-I o O II �r F- > Z J O w (nn 0M �" ¢ VA IV r M N v) 0 f� r >Irnrod` it * F- r _ 00 (11 �� r 00 � tD 1 >I� rN �N 11 T n `— =+ to 11Ld F--I II II �o ; 0 II � 50 ' aQ� N 8" XING zo w o¢ >O w �� � F 12" CLEAR (n v) w o a �' Of ®� % ir 15� •39 • i p5 be ) 0 o (n Cp _ 0 00 o� _ + IR � �• II �• )Z � W Tr�? ,a )(A "o�y �E 0 10� ® N'R N 0 O 00 O � 00 O Iq 00 0� L O 00 O (i7 ,n r r- co IN •(0 0000 _.;to O to r • n 0 O (0 r- to In 0 In 00 r -0 If II (O uj II '0 II (Dca II �m II a� II III CD II III (D I III III II II II II II II III II III O0 Z0 z0 zz 0 zz 0 zz z0 z Z0 z z zz zz zz z zz z zz zz z zz 710 705 700 695 .•f 685 .m 675 670 665 ..• 655 650 650 10+00 +50 11+00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 STORM SEWER PROFILE FOR STRUCTURES "4C" TO 114.2C" 700 695-- _ i i e .:� 675 670 665 :50 700 695 690 685 680 675 670 665 10+00 +50 11+00 Horizon t r; �^ zz zz I Scale= 1 Vertical cale 1 EX. G E- PRQE- E 'no r)o0 o� + _+(D moll Qoo O _II II II Oil o W 0 >0 Ld If W �� • QA, � 1 ho of C P• \� 1 (� Lr O O • Ln r Cs 0 00 _;00 11 II � II O 0 O O z0 z z zz -7 a �a 0 � O U W C', C, Z ¢0 zo 0, V ". O a qK� Z qK.% w � 0 JJ OCi �W o� dd "= o c gZ Q LO U� Wv WZ �� tL W w Ln CO Q U W 0� cn w w Z Z W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSAJCOUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 50' of pf+P t�4$dyTS tom? (� � � ;j 1 � ` ��X; �► Jimmy L Taggart Lic. No. 22841 A�°A, 07-09-19 F`sS1ONAL EEO z w Q z J ILL] < n J > v_ J CL _ J > y Z JU0 W j < 0 W 06 J W Q Q m Ckf OO � J J O FILE NUMBER 8053 SHEET 26 OF 37 r � SANITARY SEWER PROFILE FOR STRUCTURES "A" TO "Y" 68( Horizontal Scale = 1 0 Vertical Scc le = 1 :5 uj EX. GRADE --- Z Z PROP GRADE 675 R r= V H S 670 V) V) 0 0= III 665 CO cn Z N V) . Z< O -' 00 sso x.a �= Q V) V) - 0 — N= It( MIN AIN C, SS AIN 1 z 655 � Z 06 g = Z 00 < cn InOf a+o � 0 � f— Z NCS 02 0 0 In I%i / /"� \� 1 to Z O Q Q / / 650 0 II-- 264.9LFof SDR-26 0.679 III 0 ------ -- — / i 645 �� Z61 g41. MAINTAIN 3 " COVER OVER ' SS MIN (TYP.) 640 37 .96LF B" of 111.20LF 8 of DI 113.75 F 8" of DI ® .59% ®0.87 635 159 60LF B c 2 sod of D ® �r � 630 LLJ J QLO od d M M0 � 000 N O 00NN O u1s)0 �O 0 625 00 uod —� 00 00 N 0z rn UR IILID dM-I L N 0 rnco0 p II _r r V) Ln LO 0 00 II 00 r( Nc}0 II T NLn C) N r, 0 0 ttno II IIt0 o C IIo no II OZOco ll�Ndd II �d ZOca Zllnu� OZct� __0 ZII OZZ II it7 ca ZII O �V 0(0 zll OZO� 1� ZII OZ � ca Q ZII 0.Z CID �— azz� zz� azz� azz ¢ z� �zz� <z Rzz� II 620 (n— —� --� �— —FE cn__ Ir V _Fr cnE cn_ it cn_—ir +75 10+00 +50 1 1 +00 +50 12+00 +50 13+00 +50 14+00 +50 15+00 +50 16+00 +50 17+00 +50 18+00 +50 19+00 +50 20+00 +50 21 +00 +50 22+00 +50 23+00 +50 24+00 +50 a �J * 0 p O U w = No W Z <t 0 7,0 o� U ob o > o a IK� z IK w_ oL_j at w w �c �K 00 ac cm W Urn p� ca I C) W� 0 �Z c x j �it _w 4 4W w ca cc,) RK U y Z� r W °F- W co w V w Z z W ° O o_ REVISIONS COUNTY COMMENTS December 21, 2018 ACSA(COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1' = 50' IOUTS 01P pr�P Q� �o Jimmy L Taggart uc. No. 22841 07-09-19 FSS10NAL E�4 Z W Q U) a Q cc t1. J tV > o J to a� �>�z � j JUN w O V) 06 - J ` � � W Q Q � 0o m � Q oc Q Q FILE NUMBER 8053 SHEET 27 OF 37 Irr SANITARY SEINER PROFILE 720 FOR STRUCTURES "G" TO "O" 700 700 715 710 705 700 • • H - 685 •:% 675 M (0 rM 0 r- M %70 50 VL41.1 WO 695 ••s •is 675 670 M-11.7 .•• 685 •.N 675 670 665 695 • 685 .:E 675 670 I 666 +75 10+00 +50 1 1 +00 +50 12+00 Horizor ital Scale = 1 :50 Vertica Scale = 1 :5 G EX. GRADE ---- -----'"- _, PROP RADE 0 0= ` 0 0U _ III :ZO V) o Io ¢Z Q cn U) z V) MAINTAIN 36" CO ER OVER SS MAIN ( P.) 1 STM XINGm g5� Sg�F S ,75 OCOy 0 ►� No N �h O II(D(0 N N tD II d- Cy (D �zil Il�ao IIIOzzoco iR zoF— Q»>M II > zz� z SANITARY SEWER PROFILE FOR STRUCTURES "J" TO "N" 705 700 • ••• •:i 675 670 +75 10+00 +50 1 1 +00 +50 12+00 +50 13+00 •00 +50 24+00 +50 Horizontal Scale = 1 :5 ertical Scale = 1 :5 N EX. GRADE - PROP GRAD -- 0 O U, + 0 U) \\ \\ cn cn T a \ O ``\ Q \\ Z Cn U) \\. v~i MAINTAIN 36" COVER OVER SS MAIN (IYP.) 15' STM XING 0 .9 04 2� r6. 0 O 00000 00 OOP Nab 06 IIco� O II N C\ aD c0 IICx) II z II II rn II Ozzoca _0 �— II c~nzZzER zz —7 J,j a as 0 °� O U w = C3j W N❑ 2 Q0 zo CC obUa o p_z L1 ItW cn at ? w w , C3Z Cc W p� U0) , ❑'t W� O �? i W j Via; OJw 4 to w Ln 4� U � Z a ry 0 w� W "� M w Z Z d REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=50' �yT$ op pry Jimmy L Taggart Uc. No. A22841 �°A, 07-09-19 't4I ONAL �No z w Q z L LI J (.5J Q (r L.L- a. J (\J 5; O C CL J > Z JU0 w () o od - Q mQ Cr W ❑ w Z J m V) 4 FILE NUMBER 8053 SHEET 28 OF 37 r � SANITARY SEWER PROFILE FOR STRUCTURES "D" TO "M" L Horizontal Scale = 1 0 K Vertical Scale = 1 :5 EX. GRADE ---- PROP GRADE 710 o 710 +U) O �_ = Ln M 30 Z o o --- + 705 I _ _ N 705 < o V) � ~`���. o ---- z '�� �� z ----- --- -- ----- -, _ MAIN IN 36" COVER - OVER �� 7aa - • _ �_ _�' '' SS MAIN TYP. `� 700 00 -- + V) J co cn Q 695-'� If o Z 695 332.131E 8" o SDR-26 Z U) i rJ � _ cc � '�° �o ro 690 690 r E i 'tV) II 0 15" STM ING r o C 0 8" STM X114G z i z O o Z ! 12" CLEAR 685 r a Z v~i 96� 685 V) (A 0{ it fn 9 0� Q o Ln 0 680 `} 18" STM X NG o +a +cci 680 Oa) - Od to N nO I O az 12" CLE R ``" II � mcl (0 II Ci r3) 1 oz:)'Ifo018" ®1.6 coo V) STM XI G 6" of SDR`"6 > >> m Q> z z E Z Qo 675 r V) 210.311� (AK (n 675 f 15" CLEAR 18+00 +50 19+00 +50 20+00 +5,0 21 +00 +50 22+00 +50 23+00 +50 gg� lb a ° 544otF S °®Io 670 �'� S°R- . 670 a�� � 2�� i o� 50 665 r '' 665 r � ' 660 01 = r 660 a� II 0r '� O 0 /r �z �� 18 S M XING!,; �Iq r O O O n�NN O Cq °'moo O cq 655 rr Cn� �� � n_� �© (D �Ui �� � �_� (0 oaoi M 655 BLOCK 32- SANITARY SEWER SUMMARY co � � ED � � cc�IIo11 c co � � � co�C Pipe 36"S `I M XING Z ifDiameter -3a0 II gh Downstream Upstream R im O O z (0 5Z II O co - II O Z Z O� Z O O - II - II O z O O -- II Z Z a co - - II Node Node (ft) Length (in} Material Invert (ft) Invert (ft} Slope {°�} ID Elevation o`� F=- Q> >> 1-- `�>>>� >> aC>> >>� {ft} 650 i y;! (Z F Z Z ry MZ Z Z Z Z � �Z Z Z Z Z � 650 EX. A (D1) B 126.62 122.62 8.00 DI 631.05 634.34 2.60 EX. 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P^ �.-,...... , 1'1 r., y '?`: a4 �, d ,..-,.,,. : •• u.^S: a° `. i� `r, t ea' S : .'j .. .®• ',,.': t F 7 w -� ,--� J r -*N r j V * 4 U CIO) C\1 U) a cmQ F-4 < d 2 � z�5 _a cc u {r �0 , O a >" w C J _z J Q IZ 1 Qm Lj -< ab r w I. Q OV Q11 W tf U rn 0 0O , N .4- Qt 00 to ir� zj ft; ° L- w 11-0 9 Cl Qw u.2 F-0 WQ... bb o at � 2 W C. W , 9 Z qCO rn� w Z z fl W ° 0040 REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE 1 = 30 �.LTH Op lj O� 'O u : )7 � to W. Jimmy L. LTaggart 99 22841 1o.* 07-09-19 �t$� jONAL z w z � O J 0- J � > y z W _I � /C 0 0 u di T _I 1 Q o i-- m Q G Q c L-j w co Ir ..J J n Q V FILE NUMBER 8053 -11 SHEET 30 OF 37 oo r MATCHLINE SHEET 30 SCALE: I"=30' .......... 7 ......... 'Pis CE ESMT VANSIGHT, . . . . . . . DISTANCE . . . . . . . . . . ESMT . . . . . . . . . . . . . . . 57 ....... .... 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LLL=7 ICC) G. ...... .. . ........ -Aar .......... 35 ...... 46 40 34 WATCHLINE SHEET 32 MATCHLINE SHEET 32 f u <* 0 0) r1c CM uj < 20 u 0 0 Ld > Lu 00 cm tu —j LL C.A < LO (6 C\l < ") 0 LL —J I -j LO 0 tu C\l F- 0 rc cc CL LU CV) Lu z 0 0 REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 201 9 March 18, 201 9 March 25, 201 9 COUNTY COMMENTS May 23, 201 9 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T= 30' 1,.UTH 0jP 'Ira Jimmy L. Taggart Uc. No. 22841 ul-uv--Ibl 4r* 810NAL W < e—, (.5 Z < 0 _j C\j —J CY) z 0 D 0 0 w 06 —j CE Q < < w 0 00 LA- 0 FILE NUMBER 8053 SHEET 31 OF 37 1 MATCHLINE SHEET 31 ■■0 -- --- C7 — �. s . 1 — i 1 MATCHLINE SHEET 31 � . - I � I I � I `I1I -1-� , - : 1 4 � ��� I ? i-VI'll,? �� -/-� ' -F11-1,)/,41�.-,1s.Y. 1, / ll (N"- . rf 1., , 1,I I I,21 " I , , %I , I\ I\ -, \- � --1, -\, —\�1— I'll\ o\,\o\ooI ,I.\� I.. . ,��V\r�, k � I d\ "�--61\,\�..--,11 �-3n,,, �\ .'�,,,-IlL, -Ir" i-2 j � 7� �I -;�;� i� \ - I ,I:�, I \ 1iA 1). 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J fa � W L0 0) kL at H O W ILCt �� U n. W ,- 4 / �� � � 96- W Z z O W o d REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=30' r 4 / - - VA G ;I 'P. 4 ,4j �q�7 Jimmy L. Taggart 2241rd8 �a�►a�07-09-19 $IONLL V (I V J J N �- � r� J > � z w F J 0 o � 0 J -1 dS �0 Cc 0 � W z O m (r J o Q FILE NUMBER 8053 SHEET 32 OF 37 r, DECID UO UI E P. GENERAL NOTES & MINIMUM STANDARDS 1. TREES SHOWN HEREON WERE SELECTED FROM ALBEMARLE COUNTY'S RECOMMENDED PLANT LIST. SUBSTITUTIONS MUST BE APPROVED BY THE ALBEMARLE COUNTY "X2" HARDWOOD DEPARTMENT OF COMMUNITY DEVELOPMENT AND THE LANDSCAPE ARCHITECT. TAKES 2. ALL PLANT MATERIAL QUANTITY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. 3. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. TREES SHALL BE 1.5" MINIMUM CALIPER MEASURED 6" ABOVE GROUND LEVEL WHEN PLANTED. 4. NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE LANDSCAPE ARCHITECT AND THE OWNER. 5. TIMING OF INSTALLATION: ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 6. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATION OF THE AMERICAN ASSOCIATION OF NURSERYMEN. PLANTING SHALL BE DONE IN ACCORDANCE WITH kGED EITHER THE STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE 'RUNE VIRGINIA NURSERYMEN'S ASSOCIATION, THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS OR THE VIRGINIA CHAPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA -IOSE, DEPARTMENT OF TRANSPORTATION. )N WEBBING 7. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION. _ PRIOR TO COMMENCING ANY WORK, CONTACT "MISS UTILITY" AT 1-800-552-7001. 8. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLATION AND UNTIL FINAL BALL SLIGHTLY PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO I) CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. NST 9. MAINTAINING AND REPLACING STREET TREES: ALL STREET TREES SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE HOMEOWNER'S ASSOCIATION AND BED REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE E, BURLAP APPROVED PLAN. ALL 10. MAINTENANCE OF ALL TREES SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. IL 11. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT. THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plains (Handbook, pp III-284-111-297 for complete specifications) 1, The foliowinil items shall be shown on the plan: Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector, 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Ooeration and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be pennitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Tonic Lftftrials:, ® Toxic materials shall not be stored within 100 feet of the dripline of trees to he saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls - When the ground level must be lowered within the dripline a tree to he saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. SIGNA (DATE) CONTRACT PURCHASER. SIGNATURE (DATE) 5/1/06 Page 1 of i GENERAL NOTE: ALL SLOPES GREATER THAN 3:1 MUST BE STABILIZED WITH LOW MAINTENANCE VEGETATIVE GROUND COVER OTHER THAN GRASS. SEEDING OPTIONS SHALL CONSISTS OF ONE OF THE FOLLOWING SELECTIONS: KENTUCKY 31 FESCUE, RED TOP GRASS, OR RYE. CROWN VETCH IS INVASIVE AND NOT RECOMMENDED BY THE COUNTY. STREET TREE CALCULATIONS PROPOSED BISHOPGATE LANE 5928 LINEAR FEET OF ROAD FRONTAGE 0 1 TREE / 50 LINEAR FEET = 118.6 STREET TREES REQUIRED RAYNIOR PLACE 640 LINEAR FEET OF ROAD FRONTAGE ® 1 CHARNWOOD STREET 804 LINEAR FEET OF ROAD FRONTAGE 0 1 PLANT SCHEDULE 119 STREET TREES PROWDED TREE 50 LINEAR FEET = 12.8 STREET TREES REQUIRED 13 STREET TREES PROWDED TREE / 50 LINEAR FEET = 16.1 STREET TREES REQUIRED 16 STREET 7REES PROWDED ---T QNTY KEY BOTANICAL NAME ! - HEIGHT 10 YR. COMMON NAME CALIPER ® PLANTING SPACING SPECS CANOPY (EA. j 10 YR. ', CANOPY "October OCGLORY " Glory" 56 AR Acer rubrum ►y MIN. 11 AS B & B' 397 I RED MAPLE1.5 , i RED SF 122,232 SF --------- ---------------- QP Quercus --�- WILLOW OAK MIN. B & B' 370 SF 116,280 SF 44 phellos 48 TC Tilia cordato °Greenspire" 1.5" 11' I GREENSPIRE LINDEN 1.5" MIN. 11' SHOWN B & B' 249 SF 11,952 SF _ TOTAL 50,464 SF PROPOSED BLOCK 32 SITE AREA = 23.27 AC OPEN SPACE = 4.83 AC PUBLIC ROW = 4.59 AC NET SITE AREA =13.85 AC (603,208 SF) 20% SITE TREE CANOPY REQUIRED = 120,661 SF TREE SAVE AREA=117,740 SF * 1.25 = 147,175 TOTAL PROPOSED TREE CANOPY = 50,464 SF TOTAL TREE CANOPY PROVIDED=197,639 SF (32.8%) A a' 0 o U h = N m W C\Ia Z ° a Z0 V ac Ix �LL 0 WZ J Q ova ((n 0 4.- ' Oo Q 06 Q 1cf, 1) �r �? O Zp rr O 0: O u- W rn Ho �~ �Z W°' o W o)� (� w Z W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=30' OF P � 1 O GA j Jimmy L. Taggart Uc. No. .e 22841 4� 07-09-19 tip' a z w Q w C'� z Q QCCA C f- C/Z �>YZ FJUo 0 z Qo � M Q I- LJJ 0 W U -1 Q A o FILE NUMBER 8053 01 SHEET 33 OF 37 r, rffor she 4tr=; rarlra. F, f P mIJ,,. wltraeLi Plant "Irle i T }, :+rrtr next t (}R IL1. curb i I 1 $ �p rY�''t5?Jm+{Id�J*� A'apbFm a »"aFmlm���- & ' i anxcft , » .�w r a - l ;af the ;,+ti,'ltrr {,t�:a' ts f1�+�,'>a'+�rrurti1 S�7t• � ,^,rr � �L1+��44"o rF tHckr1�5S fi # shah r tctt rt}ert (f t� .simwalk, trxvev-Ar.fte nr W11i rat CO(ISfdered Par. tit n'ffrlFrruaM 'tcttlt r ,(rod for sfdew&k. if tarts are tstan In W' fmstr3tan cI'eers # y she i' plo d ter tree.' 'wells thO ir1�1udo 1" tQ )'."ivrG"r1�J �rrCa'�.il''rrw �"7 1>�1,5a`FEct` .r1'I`P!I"+r'„r"'t1'1,'�tt�r''i «.5>r(y�d`te:,�`LANfeVt�rf.Y 64`!i"Jr�'r•3 i(� sldew ask � ,$,5Jr fte . @ rV ,fi 5lkff? be & F T.5t 4 feat .r i IRr°kf t�L FIGURE 6 - DETAIL BACK OF CURBS TREfdCH SPOILS TO MATERIALS TO ' BE PLACED ON THE GROUND TO BE GRADED i BE PLACED ON THE rf , LOW' SIDE OF TRENCH TO ORIGINAL CONTOURS HIGH SIDE F TRENCH DURING CONSTRUCTION. AFTER BACKFILL �G DURING CONSTRUCTION. i - j \ TOP C+F GROUND J c f C PE `() jI L J - - ( .1 . I .. . - I .- . . I ::� - M_ q _ /V- COMPACTION PER COUNTY SPECIFICATION \.\ �- (REMAINING BACKFILL SHALL NOT CONTAIN ROCK, CLOD, OR DEBRIS MATERIAL LARGER 36" MIN, THAN. 5'! IN ANY DIMENSION. 24" MIPd. MIN, INITIAL EAGKFILLi (6" LIFTS) . Y A THOROUGHLY COMPACTED B N ND OR APPROVED. MECHANICAL TAMPER.. l EMBEDMENT r J DIAMETER LF PIPE D r SPRING NG LINE.OF-.PIPE 1 PI. 1 11 f �auNcHlNc. ---- I - . --BEDDING: F' MAX. a" MIN.. LhJO. 68 STONE / FOUNDATION (SHALL 6E REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE) [ALL PIPE] - '�/%-�.�/, . /�/ /, / NOTE CONTRACTOR MUST INSURE THE STONE IS PROPERLY COMPACTED, ESPECIALLY UNDER THE HAUNCHES OF THE PIPE. i i , B /�1 I LL /A Tr .:E- 3TAr.D -: AJ 5_-1 CR � rL .A91L.T" OF SAFETY _A&S. �TAVL RD MH ' i NOTE _ F- AMC i C%VCR -t P F L%q (tfJ 17 .t- r `. I -F=1L EN Y I. h TO =F bIIT PROPER \ nU :L N I A Li . 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F� u E.ARS't�T :; F VCTr: Al..`At : FD I j ``-t L 1,;" .`_ , ice' -_ .FF E • lj. - /-`-��I E O` - - -1 ` °i ;,, t '._ pf. - ;; 1_ C- ArPROAfrH L= L" _/ �j_ , _ ,,.: , ," `_ _ -- "<F C' /' HORS F ,z r. II / r } " = ,}'._"'Y C•^? u _ +; ,: ; -C'L' " u � _ . C- C I N / :ie 4 TTtJD \' _r /. I F= .' ! _ 51CAR cCr.N -y L _. - - - : • _; '',,. ";" , .::' c.- ( 4:+ I ')FL r�:, AV,;I - . r _• C - .------------- -< - .; ., .I .,, ^ ^ _,r _ARS I _... _ 1 -t ._ _, I ,1 I " I A `,yrkFEL T` PF e -�. ',� F_-, . , "- _ -- • . �.- ' ' ' ;,,JRFA.CE - I I '•. . ^ --- -r! -- - '�,_p� r S' _N '.>F t :_ - -__ -L111-1 -___Wa/,- - I , 8„; >,_1„ ,.. r- ,FE ;t' _ Y'L .` IJ„3L -,L li._ S'- LL LIE USED %NIH CG-7 '.; NIL:"•tD. - -"�' L REINFORCING L REIN ORCIN STEEL TYPE CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft.31F No. Lin, Ft- No. Lin. Ft.* No. Lin. Ft. * No. Lin. Ft.91F No. Lin, Ft. �F No. Lin. Ft. Lbs. DI 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3 6" 2 -O" - - 1 6" 55 4 1- 95 4 3- 2 5 5 0 4 3 6 3 - t 4 4 3 0 6 5 2 -0 3 2 0 3 1 -6 8 4 6' 22 3 4 3' " 2 5 T 0" 4 3 -6" 7 4'-3" to 4' 6" 5 2 0" 3 4'-0" 1 6" 119 $ 2.51 4 3 2 5 9 0 4 3 6 it - - 4 to 4 8 3 5 2 -O „ 3 , „ 6 0 3 1 6 154 DI-2B 10' 2.79 3'-2" 5 11'-0" 4 3'-6" 15 4'-3" to 4'-6" 5 2'-O" 3 8'-D" 3 1'-6" 189 12' 3.Q5 4 3'-2" 5 13' 0" 4 3' 6" 19 - " ka 4'- 4' 3 6 5 2'-0" 3 10 0" 3 1' 6" 224 14 3 34 4 3 2 5 15 0 4 3 6 23 to 4 4 3 6 5 2 0 3 12 0 3\ 1 6. 259 16 3.61 4 5 17 0 4 3 6 27 4 3 to 4 8 5 2 Q 3 14 0 i 6 294 18 3.89 4 ,_ „ 3 2 5 19'-0" 4 3'-6" 31 ,_,. ,_ ., 4 3 to 4 6 21_0" 3 16'-0" 3 '- " 1 6J---Y- 329 20' 4.17 4 3' 2" 5 21'-0" 4 3' 6" 35 4'-3" to 4' 6" 5 2'-O" 3 18'-0" 1'-6" 364 6 2,24 4 3 2 5 7 0 4 3 6 6 4 3 to 4 6 5 2 0 6 2 1 6 1 6 115 S. 2.55 4 3'-2" 5 9'-0" 4 3' 6" iQ 4'-3"' to 4-6' 2'-0" 6 3'-i`" 6 1'- " 150 10' 2.82 4 - 5 11'-0" 4 '- 14 4'-3" to 4'-6" 5 2'-0" 6 4'-i' 6 _ „ 185 DI-2C 12' 3.D9 4 3'-2" 5 13'-0" 4 3'-6" 18 4 -3" to 4-6" 5 2 '-0" 6 5' 1" 6 '- " 2 0 2 14' 3.37 4 '- ^ 5 15'-O" 4 3'-6" 22 4 -3" to 4 -6" 5 2'-O" 6 6'-11, 6 1'-6" 255 16, 3.65 4 - 5 17'-O" 4 3'-6" 26 4'-3" to 4'-6" 5 2'-0' 6 T-1" 8 1'-6" 290 18, 3.83 3'-2" 5 14'-0" 4 '_ „ 30 4'-3" to 4'-6" 5 2'-O" 6 8'-1" fi 1'-6" 325 20' 4.20 4 3'-2" 5 21'-0" 4 3'-6" 34 4'-3" to 4'-fi" 5 2'-0" 6 9'-1" 6 1'-6" 360 NOTES - i- '- 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. g' MINMRElNFCOVElRG STEEL SHALL HAVE A 21. MINIMUM HEIGHT -PIP€ DIA P S' WHEN PIPES 2. THE "H" DIMENSION SHOWN ON THE STANDARDS MINIMUM OF ", ARE LOCATED UNDEREXTENDED LOT INLET. AND SPECIFIED ON THE (PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY Z". IS REQUIRED ON ALL DI-2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI), PRECAST CONCRETE IS TO BE BY THE CON?RAC70R FROM FIELD CONDITIONS. 4000 PSL gip" MIN RAISED LETTERING WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. IS-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAINS TO WATERWAYS T 17 13. T STANDARD IS INTENDED FOR IN C MATERIALS INCIDENTAL TO HE SHAPING S 0 BE HIS ANDARD ENDE USE CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY, DETAIL A T ALL PIP 14. D INLETS MAY CONSTRUCTED WITH NLE Y BE UC IN THE EVENT THE INVERT OF HE OUTF E CONCRETE 4- IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI-MB, 2'-6" WITH CEMENT MORTAR AO PREVENT STANDING OR SEE PONDING OF WATER IN THE STRUCTURE. THE COST 15- THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO INCIDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. F ��/} F IN THE BID PRICEFOR THE STRUCTURE, �� 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH _ 1 STEPS ARE TO BE PROVIDED WHEN H IS 4`-O`" <H} OF 5'-2 WITHOUT PIPES. THE AMOUNT /z j FA OR GREATER, FOR DETAILS SEE STANDARD ST-1. DISPLACED BY PIPES MUST BE DEDUCTED TO 2 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PREICAST OR CAST -IN -PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 1„ CUBIC YARDS OF CONCRETE FOR EACH FOOT. „ j 6. # 4 X 8 SMOOTH DOWELS AT APPROXIMATELY e��9� SEE 12" C-G TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF WGLE IRON AS SHOWN ON SHEET 7. TO ABUTTING CONCRETE TO PREVENT 1 OF 2 IS TO BE L 16" AT 4.10 LBS./FT. 45, DETAIL A SETTLEMENT, GRATE 18. *DENOTES LENGTH OF ONE (1)BAR. D 150 7 LBS CAST IRON N 3" DIAMETER WEEP HOLIE TO BE LOCATED TO-Lf.-"0'it 8. DRAIN SUBBASE MATERIAL. WEEP HOLE WITH 19. ALL REINFORCING BARS TO BE#5. i--' 12"X12" PLASTIC HARDWARE CLOTH ��" MESH- FO- i';-_ IN 1G I l_%Lb ! _ S'*'MM- I F_.AL Y' � J SE '� T "� I Sd.A.-U'" C t`i C,:. ANC 4R=�. .. I ,. E ,-I . 1. BITH o S ..�------t `•`� - CW. tiAVI<'FD FL T- -OR PF A TC P RENT AN AN.^...E iF '_IP`J , 1) e5 u AN? v a- ,N 1ucL` 'Fi 1 '/- xL u: F•,)H. ., :'i' ,F iAf ,F- 3;Ih. ' 1.JFJT(,F, ..". .F TO B r.T P: A;�F �T C -C. ALV INIMUM WI E OR G ANIZED STEEL WIRE M R DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIR TO THE OU751DE OF THE STRUCTURE. T T NST 0 SOT WILL DIR C 2D. GRA E O BE I ALLED S L S E WATER TOWARD THE INLET THROAT. T SECTION F-F ' H:E 1 "' 2 �, r• AN DI , \' �' I, h I-, _ [ 1 K �,I I- I "N L E SPECIFICATION �Pr rJL'E SPECIFICATION REFERENCE Sheet STANDARD CURB DROP INLET 2 of 2 rL - c ' 2' - La 24 ' PI L-) _ ' lA 1' ' IJ't•.� U E - I � ( -i I `)' 1 IRi,111A , AR7M '`1T C__--'A.'s 'I TAT C)N 233 O2 233 302 11 1211-241I PIPE: MAXIMUM DEPTH (H)-91 REV $f07 VIRGINIA DEPARTMENT OF TRANSPORTATION 104,04 a r�� t r11aE U CLE'vAT'GN f P:I L U.N i OF AREES 'E. - I I i H F TO NT0i.R \ { - - I t I r �_ ,!11 i i r \ { •1 I I I �y '% \" • �j:1 l i t' i I i ♦l' .. / -li _.' _._- SLU:'E C DRAIN IC INVLE'. IIPL r V / ` f a_ L / ,IyT:.T� rf / T: / // ' ,; l > " 4- i. %' "i /� 11 r+ I A / ,: it / y l %, r /, vt ;i' ,i / r a'�• r / I I 4 /. r f •r i /% .rA//f -/ ,/„ s x .Iry / f l 4' :1°r l� f i E:.TP'lEf`.1T i\ DRO ' NI FT`-> l - -- - - _l /'. r,. ., --- •I \ \., \ N'v'Ez,r OF \ t /' t %r '/ a �/ o - i I -1 iy 1 ' FC' T r,r rllF cr V, RF.F Ptl`(, �N r,Ft1l M1J Tri CI ?, r.? ,,^.R t s'. +ell r / 1/ r+ , i / T r - - L ur,rl "1 J % r n r T TH A C: E k E E FF r I� c - J 1 1 r P 4 \ .N D 4iFTF A r .r T f i J OF rJ_ F K N FRI,Y h \ e ( r \ ,rr - r i - !I I 1 r � r r':r r h K „c:�Nt r Tr c rI xrr � r ': I ::,�r I f J , ,r r r K rue �:R: I�/ I 1 / S H c , ,I .ALL 6E LE T H C I H b f HI= N' OF HAND I \ i' H L - ,._LL Vim, tJ.JE _ " r OF r n1.tr rx o ,CD. i' DE L_ 1�i ^>r \ -- -_ ° ' N\ ERr ar�\ eJ, sHC++ N HEREON e r ^ c r f .,t EX ,:. F_.E a� ru FU � a T,.cl1 I :s t )J. I _- L L s1, tJl CLL : LI.., NlC! I. 4� _ ,.I F_L L I t S r I It fi N I-rJ _LY v l I I" I - --t Ht ARI:UL_.k IL_i ..h.L J(11L I �.:N'-:GURA11 J AN'• -LOW L N_J. ;, CT ' )N FJ _ P'-AN t, III;:;' aF R l^;T ;'1E\JT IN '.'.frf',I'J� A FS r rEL rI,N 4L _- , - - FR_IJ._ I"\ );°RF1 V--T{-,i:,-_ �,F -_,N �`.E °`J�' P.I. 4C,'I F & iNI FT Ii �\y!F-F,TS - ) 1 3l;/ `.`(2„NP, OLP,1: .'dCNT 11 iI?;,V31-U.-T ;I Of', J6.O8 CLUSTER BOX UNIT(CB1U) MAILBOX - ADA ACCESSIBLE 308.2 Forward Reach, 308,3 Side Reach. 308.2.1 Unobstructed, Where a forward reach is unobstructed, the high forward reach shall 308.3.1 Unobstructed. Where a clear floor at- ground space allows a parallel approach to an element and be 48 inches (1220 mm) rTlaximum and the low forward reach shall be 15 inches (380 the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low mm) minimum above the finish floor or ground, side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. 0 r Figure 308.2.2 Obstructed High Forward Reach 3_R f clear I over an obstruction,.he floor space �JI,.22 Obstructed High Reach. Where a high forward reach sp e shall extend beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. - - >20"-25" max E (a) (b) Figure 308.3.1 Unobstructed Side Reach E E :V I I *� 10°' max ' 255 mm 308.3.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 rnm) maximum. The high side reach shall be 48 inches (1220 ram) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 inches (1170 mm) maximum for a reach depth of 24 inches (610 mm) maximums. E G N co r x E b () 10" max / > 10"-24' max 255 mm 255 rnm -610 mm (a) (b) Figure 308,3.2 Obstructed High Side Reach 0-2A' U,2CC _-_, \' _'1 r -UaS I� C- 1. JLF''TII U- INLET OD IC DE II ,:a `JP .' NS. B. 1_L R-iNFGRCING .STEEL :TNAL- H;1'�'E A MIN r1oVFR _. _ _ ^- i , t A/:61hM )Er'TH ('H) TG R: P. C '. F<; OF - - E T- J+ ,E T N I '-' [ c 29 I ^t). A R.:fJF FCINC TFFI TO R .,,1- :.LF P O- Al. I. • k 1 ¢ l'' 2. TH H' DPi 1-3 1^N !-uSN ^rN E-3TiNDARDi F vi4(' R 7- ` - I"�. - - - �1 AND ,,=F IFIF7 ,N +-F FI A'v 11. FF F-,JRF' .Isa..- r, t_�,- Rt- TH V �' Uc TFF C I Pir'F TH- l.J rl At F rNCRF F I ^F CIA z M ) :, -''° I I( F TH :'IJ rU�E. PLAN N H' DIr9EN_IUN`� r'_Cbo = P-'LC 1 CCNCI IL IS J 3L 4Y:0 PS, -`I I: _[', - APF APPP Xfl,, N r F2R Tit I.Nc '3 ,v y J U H SE ANL' IN--N AL LIH U'•. Hr:_L lt. L NGIII J SLCI (U �+LL, IN L:'LR' CASE.. U'L ;. 4 'i I ol••. i 3F CS.TFP eUvFC 3Y I-:.F H ''A", N PLAN'__'. .I. :;NTR:,,,TOR R,.11 FI:_',.D q 9 n I.f,' .'J) IIICN_. I. -. , Li. II 1"1,1✓)ANU IS NILNLLG (Ili USL IV CUII:L4 �I µ - II J SPE IFE) D'\ IN- PL;N- FUL INtiL2 IJ TO r:+U GUT-F4 ;IT: TOV.>, CP`_Y, - "I ..* ."I"-• .. jL ' ANL! It\ ACC 11 NC. - IANUAI., 1, _ _ _ c . ,- .> -F- '\ THE F F RN H !.; l,.NJ FL . rJ` LL iL. i G -�CRrL ,JS RI1 II^N I INT USED T b I : .,I:e_ li LLB`.INL :J III _((,PIPE I '�L S_ ,EYED 'r_L L,CE�? IN F..3 , TO BC N.,_U.3E[ IN -F. ED P I OR, THE STR':.,-,.P,= N-Wil;n-I:I -F 4:; I •:1FT-P. C ' e. T,.7 : - i5, F ,R. P'.. nN .F,+r GF P.. FT F, F > : fNr.+.AIR q -14 �- - 4. I 11 L L I\ L IN L- I Cl I I UU I I L I-'L R LC. I _IGHEN IHA\ IH E iltM 1- T' 'rU IUF L, F A\ , i'- ? I L i" i 1.1 t L i U'.TU L V, L O I I ,` L� I s I 'L'9L : VUR I AN I U P Lt -Fl I , t r,h U N " iJ 15. DESCRPT 'rr AND, LOCAT ON OF D%4. NS:�N I_ P' NDIN`; r t^TEFa IN 'hE . TR I T:'FE E , J.ST L_ ail 1 J.IJ3 r_ d l - J ( IN I�- rU L I � L :t1Lli^L_ - - 1 I -- Rrl Er, T, L TU THE H rlr.G T . RE IRCLLCr_0 I:'. + L . U. L; F 3 ,Ra RCGL:IRLL' AND L_NS T:IS + '4; - _ - h, TrL F3D FI:.:E r,.F. I"IL cLl.. ARE. AIL_ I 1 4 C4 - - - _ IF. O), ANNHLo -5nO:rN ,1,11L 1'?Ft M1',I II iJ_'_TS 0- STErS ,wE TU HE rRi''•'I:;ED FGw CIE- L ; SEE Fr,F z. rTHS * Ir.-----I+ �._, .. .... , ,.-, r F.ACH .. PE N:..E..> OF REA � CE -i a d••are !., L,tn .,T.,rl.,,•.t:: ,,T i. - T_ - F L-NJ R SLUTS, .Li =NCR_ E ��rr I ^F Ft A1...,T F ADCFD. TH - A F . E .,. THI= I'i El,i eel"' F,F PFF'..... :J� .,Atli N-FI_?.'1=:. - Gi raCR=TE .'-.ND r;T EL GS"''(ACED BY 'I:.;E^"; dlJST r. r - • - E _12 - DFF)L-CT=G -0 ORTAIN TRiJF OLIA`!-"rFS. .. - --L:=__� e' p Ha e. M4rX-d'� AdCUIH L r+_41 6I to AF,' 141ArLL" O Q F PI A-r_( FI AI.I. >a•.F.. .+G-.+ FT TO r �,,.. I T.3F:-.L,. 1_. AND I N 10.'J OF _LF L r� \ - 'E AL E -_� a-e c. U L I INS N 'L I J i:� L J 4^ I LH- N- I A r "d AR T R R ^+ I I Jr F v • r I AVr ,R.. D C I F lJT I� IEJ tI _ EL_ v n FJ I..H 1.1r. 3E �'_IJ JR-N:, ArJJ DARD _!',A_ _ JU-: P TTI"GJ 6i VLAiJ I-JI-_r, I_I< DETAJL.Er of-. >TAN , ARD .;I-2A. • --I '• L L (AIL L I V _. a 1_31A L L LF LL I'+ L•L LC 1 L 0 '♦. ri n Jh.' - BaP R ,VEEP F 12' e. ep D E L E I , i �/ n L L S t Ir L CL let V it r • w a %- r - n n a, I I GALVANIZED . I L. RF f N :: T.. P, GF:. I I I J. �I FI TFFI. IPF PIIV. i H J• R>. (I rE:FR I 1---- �J ! C N'+P R ' C H PP f4 C I F j IU LACiI ADUII 1011AL ILL: Ul RF. - ., N H. R 4 i1 TH "tl SSGF C't TH r• T-1 J'; V -i i EP I U nr t -_ - L • • - r -_ I' - r I,..TI... - n E -- -1 Gcr A �r _eel ..r,. Y'is. (,00e. Llb., .;teal ` 'Cr.. Y,..,. _o Lb., • "• �rS 4 ,Y i1 `." I- ?4 e. l -' 64 O."le 1- 1 2 i P::-_ 41 i • - -------- - __ - --_ _.... - -....- A - - =n i'n n nnf . I i. T "'•UA ..R r, I RO I, NTITI L.p. , _ i nst. �o - 4 ;, , h:1J L. .. CEr TH INLET L_ =.Ir r r .�-{ ..:'�FE.:I. _rF RFI\Ft'FiCI. ,,, -.T F! GI I c -- - rltrv,)J E - - r ( L .,F R T �'7 t 1 0 F E t. EE I _ It 0 .-- __Ln� AR:- 'v R F. 7 7' ter, I h. 1 v J , i L_ �T i I LE NC L_ . TI A ,, )" i4 k.. L F CL EG IT h, � k _ a a +r: _.r.. <BB ✓ ,1. _C4? .....0E _-_.-q-����� E <CC 6' G" ".FS I 3.38 14f .5H+1J->3 ti'-2' 'I(1Jd-+L'+8 3'-3 3fi H-:1'- t CTI'CJ\ TfiROJG ELL _ I0N -- -- ~)- r\`�I, '',I'� ,' , 1, ':I.� ! 11`, rr' ':*VI I.. T I ,P ^FIFA on _. FFFFP. N„ - 1i" ''11 F �' !FI�'TN H, - r; 3 2' VIIR:IN,A D-P.AP.TP,iFVT ^F TRANSrORTATION SG'L -04.C'S -T----- - ♦ RAMP DOWN -�=- SIDEWALK RAMP DOWN 12'" MIN ;- - HANDICAP CONC. PAD CBU RAMP ,' MAILBOX '` 12" to 15" ` --- PER. LSPS ;.. B.00. �.,. .,.�,"., - ____ -- F.O.C. _ --- ------I,&;h, ----- E.O,P. I I f CENTERLINE STREET I SCENARIO I -REAR ACCESS TO CBU 12„ CONC. PAD CBU dlf\! MAILBOX �• I RAMP [T SIDEWALK RAMP�WN I� • HANDICAP RAMP B.O.C. ---- _- C&G F.O.C. EO.P. CENTERLINE STREET SCENARIO II -FRONT ACCESS TO CBU l'y" DIA. i I`- -' __ �I��---- INLET 1175.02 U_TTEZN3 OFTON.k t .'I A'e'YF 1. IF ':-. PS 3' CI". 22 DIA SCE - �fz_ UL�.. ,_jr. AI ,.--- --_.. _ . _. __-..__ , DETAI L _ _ _ 4_ I _ 3 -�,, SE T 0`d `= a` 12 :>: ' dL':1 ( L w- -NCAS I A LIh ,\ J OXIDE AiPF CNAi E - ., FFI �_i'F E' rF:CK �..- _�w =� _ P4EN._ ('Ahf BC1::7 NOTES IL I-. PLAY rk IIIRIK °TRLICTTO UR'+L CO1,4PON_NTS SAIN L, r_NFC.'M. M1A.tR1.+11 AAS�TC H222 \, A zArnE .0 ccvcr•:-I nA`dE .. nrNuou'a L A = t' _= r'_uEr. ,,,r.: H r:V:i Y; -u_ _ L : .GI3_ NA =Pr„�T VENT C- T2ANSPORTAT PION 406.4 Landings. Landings shall be provided at. the tops of ramps. The landing clear length shall be 36 inches (915 mm) minimum. The landing clear width shall he at least as wide as the handicap ramp, excluding flared sides, leading to the landing. 12" CONC. PAD CBU MIN. `:. MAILBOX rl 36 minF i� ' 915 min at least as wide as HANDICAP curb ramp RAMP' o.o % B4O.L C&G F.6.C. E.O.P. CENTERLINE STREET Figure 406.4 Landings at the Top of Ramps SCENARIO III -FRONT ACCESS TO CBU WITHOUT SIDEWALK NOTE: REFER TO REACH DETAILS FOR CORRECT LOCATION OF CBU INSTALLATION. 0 11 V <* �'J 0 o p U w = " U) {V Q W aZ) Z ° z - 1I Itr - ° a �z o W_ C" J v� S Q am U) •. w LU W Il 0 �m o Z o Ur.j. '� a W M CM V < Lo 4. Wv� Cc?U(6 at 10 t {y O 0� ❑ � •,a `''" Q � "t 0 0 ZQ w j as Cc ° LL co N _j a W 0 MN Q r/ ft ra U 4W. 2 I- I W Cc ° W Cc 2 r 4W �j �,t q� 0)"I W z Z O - = a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10 2018 SCALE T=306. 0004 S+ Q $ Pf 4 40 /a,/1--) Vol 1A or 7 Jim'my L Ta art Y 99 22"1 14 °,o 07-09-19 GZ %.r1i� JUL z w Q Q 0 z J Q Cc IA I -I "> � � �� w J > V Z O F- -1 o z z C6 �OW J i o F"" m E-I ao m H OC J 1 � o Z U FILE NUMBER BER I $053 SHEET 34 OF 37 0 FrJ1, - F I ," IGJn FIND �iJ CUT FT -N F ONE S.((3i - i,� OP. JL_T E dC Er IC'v X ., - % X _ }S, 0 ?ETE TC 3E 4 ,C PSI 1,1 NI. 0,1 DIA'C-EF: - PIP+ \ `t. F N D V I' '!''+1. END __C _,11 PILL )IAIJ ;N I A - C_ = — 2 ., -- I-T.4 7 i s I„ T l 0 1-9 a o _I 4, 2 I'll 2 .1 -- G — 7" L 1 -- i � V 1 .e, 4 7 7 1. 4?' 9 3 > 1' r,� 6 6 4E' L 7 c 8 -7 L' i� I I R IB <, - E L N D EC IICJ N 12 " - 6 0' F' E `'' i1 IU LN N `)U LL I" EIVL I .N`r R('%; T FNG 014 NI r- =hf F( TIOP _- --_ _.-- -/� �r r' :w COTE TO k - 4033 IIS[ ANNIUM vI NII B --K-� -- DIM, `a t I E',' �- OP PIF 5 � i r D >F N END SEC I iC\ C IL"EN_10N.' 'PE LAIA IF. ; B C _ E �'-011 c -l" 2' r" a. L Y..... � 1�' b l" r: 21 r 1 5 2 T, L, I 4 .. E„ , 14 - - - ------ -- 04i 42 1 91. 5 3' 2 11" ti 4u r a 7 I 4 a 7 1!' 8 a 0 =GTH 0.F F:P= PF" LINE p _ ,PE L_CH\\1 ON Pt A.L ,..6C - -- : SEC' P; END 0 � DESIGN ^lh'tJ N CE CN �HU —_ -- 311 T.IF LEFT. F TIC CGN: ACTOR --CTS _ — _ — I •.FRT-/_ TO I c�E THE AL-ERNATE i N ;HO N ^h: T rc -E kHT L NGTH ILA 31 REDUCEC 3" I E Cl-I LHENCE N LINENSh.N U". ) I'f D F ? Ail E EI N I:N REF_F h ., rt . r ,, C - F.� ED �I 1 I I 12 0.ATE = E l E'v _ .C' 3r2 - VIR-1,1A DFPART1�IENT CF -_RANSPORT ri.TI..N F ' - 10 _.._ CD-1 EW-12 CUT E "_ �� PAVEMENT OF CUT PAY LIMITS FOR (TYPICAL) 211 SUBBASE E FTOP OUTLET PIPE TO BEGIN WITH 45° UBGR FELL DITCH LINE �HOULDLR LINE ELBOW i COMBINATION UNDERDRAIN CD-1 AT LOWER END OF CUTS EDGE of PAVEMENT CENTER LINE SECTION TRAVEL LANES 45 (WITH TYPE 1 SELECT MATERIAL) rt \ i5• f TRENCH PLACEMENT EDGE OF PAVEMENT -°-- PAY LIMITS FOR OUTLET PIPE TO SHOULDER LINE \ BEGIN WITH 45° +[-- PAVEMENT SURFACE &BASE = I I CH LINEELBOW TQE OF FILL 00 0 00 0 0 SUBBASE 0 0 OF �! EW-12 fl-o•o-o••o• oo•a-o-o•o-o•o-o• -'E--SELECT MATERIAL TYPEIORX o-o --o•o•a-o o -�'S4l � (TYPICAL) 4? #57 AGGREGATE, #8 AGGREGATE OR CRUSHED - GLA55 MEETING #8 GRADATION REQUIREMENTS.. PLAN VIEW 1 0" GEaT£xnLE DRAINAGE FABRIC (PLACEMENT OF CD-1 COMBINATION UNDERDRAIN) OR -.a•••— PAVEMENT SURFACE & BASE -"-^- o SUBBASE OR CEMENT STABILIZED SUBBASE OQ -o 00000 o . 0000 Qole0 o ka 8 SELECT MATERIAL TYPE II OR SUBGRADE o-a o-o-o-o-o- 1" oo-o - o a (GENET OR TIME STABILIZED) ,f #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GEOTEGEILE GLASS MEETING #8 GRADATION REQUIREMENTS.DRAINAGENERAL NOTES FABRIC 1- UNLESS SPECIFICALLY INDICATED, COMBINATION UNDERDRA)N WLL NOT BE LOCATED AT THIS POINT WHEN BOTH SUBBASE AND SUBGRADE ARE STABILIZED. 2. TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGHLY HAND TAMPED TO INSURE COMPACTNESS. OUTLET PIPE SHALL BEGIN AT THE EDGE OF THE TRAVEL LANE PAVEMENT D NON -PERFORATED OUTLET PIPE 3. SHALL BE PLACED ON A GRADE PARALLEL TO THE SHOULDER SLOPE 2 x MIN. "(3 X DESIRABLE) GRADE, 4. ON CURB AND GUTTER SECTIONS, WHERE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE OUTLETS FOR UNDERDRAINS, THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP INLETS OR MANHOLES. 5. ON SUPERELEVATED SECTIONS, TRENCH IS TO E UNDER ENTIRE PAVEMENT AREA O B U E WITH OUTLET PIPE ON LOW SIDE ONLY. 6. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 7. N LOWS WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET P' T X WALL THICKNESS (MIN) - INCHES ALL F THEGSA S (ELBOWS, IN, W E E M R PIPE ARE 0 BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. XXX TESTED ACCORDING TO ASTM 0-2412 AT 5K DEFLECTION. B. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-VOR OTHER DRAINAGE STRUCTURE. STANDARD COMBINATION UNDERDRAIN SPECREFEIFICATION RENCE REV 8107 (AT LOWER END OF CUTS) 232 501 108.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 701 TYPE OF PIPE CRUSHING STRENGTH DIAMETER W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 15 0. 3 T P SMOOTH WALL E 7a PSI iE iE �( a Ps XX 7 I F-106 �orlrlrlroi[ I�ntrrc �� Private Subdivision Road 1 Street PRIVATE SUBDIVISION ROAD ENTRANCE DESIGN ALONG STATE HIGHWAY WITH SHOULDERS Note - Entrance details shown on this sheet ma y be W modified to meet specific, site regUirements as directed or approved by the Engineer, when basedon sound englneenng principles. * Minimum 25' or R1W Line All entrance grades shall start back of the I h ( (which ever is further) shoulder line. If drainage is necessary, the j Z ditch line may be moved back tp provide J W t at least 9" of cover over pipe, as shown of Gut at right. {aP I q ti Entrance shall br paved to a minimum f� width of 24', Entrance grades are to be smoothly tied into f , the roadway by rounding as necessary. R=25' Min. Sfl' Minimum radius to be 25'. increased radius Pipe Culverts if necessary��.. may be required by local ordinance, Residency Ditch 24' R=25' Min. Administrator or Regional Tratiic Engineer. t * Entrances in Fill to be same as above except location of culvert (when necessary). For Subdivision Streets and Alleys, radii should be in Shoulder Edge Of Pavement Shoulder accordance with Subdivision Street Design Guide in the Road Design Manual, Appendix B. �7 A�mvnulmr- �yo� / Vertical Curve e ®/ ro I 4 o4'ag I ea l -- Revised Ditch i Normal Ditch I Revised Ditch Shoulder Normal Ditch Shoulder ALTERNATE METHODS FOR PLACING PIPES UNDER ENTRANCES FIGURE 4- 8 COMMERCIAL ENTRANCE DESIGN TO SERVE A PRIVATE SUBDIVISION ROAD 1 STREET Note: All entrance design and construction shall accommodate pedestrian and bicycle users of the highway in accordance with the Commonwealth Transportation Board's "Policy for Integrating Bicycle and Pedestrian Accommodations". #5 BARS G 8" C-C TYP. #5 BARS SL-1 � Q 8" C-C TYP. A I I A B ' B 1 I I I I 30" DIAMETER 30" AM TER IIIII I IT iiI i T i T I W. 'A k•• SIZE AND PLAN WALLCTURE THICKNESS VARIES PLAN =ti'-+�: ' � •.mot .,: . CLASS A3 CONCRETE ` CLASS A3 CONCRETE SECTION A -A NOTES: SECTION B-B 1. STANDARD SL-1,MANHOLE SAFETY SLABS, SHOULD BE REQUIRED AS PART OF THE DRAINAGE DESIGN FOR MANHOLES, JUNCTION BOXES AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET. THE SPACING OF ADJACENT SAFETY SLABS SHOULD BE 8`TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. 2. THE COST OF THE SL-1IS INCLUDED IN THE STRUCTURE. THE DRAINAGE DESCRIPTIONS SHOULD BE USED TO SPECIFY HOW MANY SAFETY SLABS ARE NEEDED FOR EACH SEE CAST IN PLACE DRAWINGS T T NOTED IN THE REMARKS COL T FOR FURTHER DETAILS STRUCTURE AND HE QUANTITY SHOULD BE COLUMN ON HE OT DRAINAGE SUMMARY. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR ADDITIONAL SAFETY SLABS REQUIRED WHEN PRECAST STRUCTURES ARE SUBSTITUTED g++ It 5 BARS ,Q 8" C-C TYP. FOR CAST -IN -PLACE STRUCTURES, ACCESSOPENINGS AR TO B STAGGERED FROM ON SIDE OF STRUCTURE IO THE OTHER 3, WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGL. 4. SAFETY SLAB MAY BE CASTAN-PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5 ACCELESS THAN 30" OPENINGS AY BE ACCESS OPENNINGTSHALLRL BE RECTANGULAR'(STRUCTUREEWI©'TTHHBY TYPICAL PRECAST UNIT 30" LONG). SPE CIFICATION TYPICAL CONCRETE SAFETY SLAB REFERENCE 302 FOR DROP INLETS, MANHOLES AND JUNCTION BOXES VIRGINIA DEPARTMENT OF TRANSPORTATION 106.14 CG_W A WIDTH OF ENTRANCE TH OF ENiR/WCE n, EXPAISSION JOINT , •OF- .STRIAN /Q RatJTE ACCESS ROUTE QI fgIPAVED SPACE _ '� UNPAVED $P EXISTING OR PIRSEo slrWxK OR AN.K SPACE w CURB NCLupw IN PEDESTRIAN ACCESS ROUTE DETAIL EXPANSION JOINT ENTRANCE GUTTER t,+ ADDITIONAL FIGHT -OF -WAY IS REED F THE LIMITS OF PEDESTRIAN ACCESS ROUTE ® EXTEND BEYOND EXIST'W OR PROPOSED VDOT RIGHT -OF WAIT FLAW LINE r:"8"+ ENTRANCE WIDTH EXPANSION JOINT ABSOLUTE MNMUTA 1Qr ABSOLUTE hMiNtNNiI 12' ®' PEDESTRIAN ACCESS ROUTES PROVIDE A CONiIV STABLE, FIRM AND SLIP RESISTANT PATH CONNEC%iG ALL ACCESSIBLE ELEMENTS OF A �, • s. a. EDGE OF PAVEMENT FACILITY THAT CAN BE APPROACHED. ENTERED Vole t; • • t+. ' • 4 . USED BY PEDESTRIANS. . e . • . e • e . e•e♦e.a+e• N AM HALF PLAN A� MI #' N ACCESS AVERS E WIDTH is SECTION B-B REQUIRED WITH A MAX. 29 CROSS SLOPE. WHEN USED IN CONJUNCTION WITH STANDARD 2 CG-3 OR CG-7 THE CURB FACE ON THIS STANDARD IS •rr0 BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. • a. SIDEWALK SPACE PAR p a, d +e•e •e ♦e •e NORMAL CUTTER ~ ' �' p° �+ a t:. a * * SECTION C-C Ili.- ti. 1s, q g ee NIFOXITO 10% CHANGE 4oE' of.;U 9• 4Le M. .... I 6" AGGREGATE BASE CLASS A3 ON.E.S.) CONC. TYPE I SIZE 210 5,"0" 5'-D" POE(IT OF GRADE CHANGE 12% MAX.SLOPE1s. • t:. ` • a . FOR CURB AND GUTTER OILY x X 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM UY INTERVALSFOR • : • e ... a .. . AND OUT 7K X Z 3 X MAXIMUM DECREASE IN SLOPE FOR FIRST 1O' INTERVAL NOBUILT CONCURRENTLY • m. e . e . e . B X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS SECTION A A SECTION D-D STANDARD ENTRANCE GUTTER REFERENCE ROAD AM BRIDGE STANDARDS VIRGOiA DEPARTMENT OF TRANSPORTATION 502 SHEET 1 OF q REVISION DATE 203.03 PG UCq A = 0m WN d Q0 20 3 �° a z rrQ J —�1 � w F. �` tt K V. I— 1 cc Q °Uj °C cm O� U 0) 0 ve 011 IZ 0CO Zp a ct o U_ y vo P Q L2 z W °�' °CC rn G W M I0)"'�t W z Z 0. Q w REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT 01 DATE September 10, 2018 SCALE T_30' op A � 1 VA Jimmy L+ Taggart 1' ��,1► 07-09-19 d8arax�s. ,tea Z W Q � � Z J Q o A —I CV > 4d Fes- _I CY) � w J > v Z a I= J C.} o z 0W z 06 _I Q~m� oa W � J m In Q Q o c.a I J_ FILE NUMBER 8053 SHEET 35 OF 37 r, FRAME & COVER (SEE FIG. S-I-D,E) STREET SURFACE OR NON -PAVED AREA SLOPED AREA 1'-0" MAX RUBBER COATED STEEL 3'-0" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "0" RING SEALS 16" MAX MINIMUM ELEVATION DIFFERENCE ACROSS M.H. &" 4 FROM INLET TO OUTLET SHALL BE 0.20 FEET. VARIES FILLETS DEPTH OF FLOW CONCRETE4kMA CHANNEL TO BE - 3/4 DIAMETER OF '— CONTRIBUTING -SEWER. d "" 12" A FILLETED INVERT FOR A SMOG TRANSITION OF FLOW BETWEENINLET & OUTLET PIPE SHALL BEPROVIDED. N. 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 WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATE D , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2, SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. 01 SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF MAIN LINE SERVICE LATERAL SECTION 45'0'0" IN LINE WYE-TEE PLAN VARIES SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" t INITIAL BACKFILL 24 IN s' a" 6" 8" MIN MIN.; MIN. MIN. 6" BEDDING #68 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' 1 INITIAL BACKFILL 4 MI UNSTABLE SOIL ---, MIN. MIN. $ MIN MiN.8 STONE ` GRANULAR FILL AS APPROVED BY ACSA %'.':r:?` =<''• < ST I CK' STABLE SOIL OR ROCK' NOTE 0 ROCKS SHALL ALLOWED WITHIN 24" OF LINES. 1. N R0 BE W HE WATER L NES 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 SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 12" II ♦ rla, �m 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" 1' MIN FLEXIBLE CONNECTION -/ NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED 2" BRANCH -r Q TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-I-B EMBEDMENT SPRING LINE OF PIPE - NO. 68 STONE 8"MIN 2 TD- 27 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2. 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-34 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTIES- VILLE THREADS WHICH Is THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270•) 18"-22" ALYE BOX 7 CU. FT. #68 STONE VALVE 42"M)N o r 6" GATE r TEE 2500 PSI CONCRETE CONCRETE ,�.. +`, BASE AND (�^T `` BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NO T T ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 v' a$ D TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D CONCRETE ENCASEMENT MIN TD-31 MIN: SECTION A -A NOT TO SCALE VDOT CLASS 1 RIPRAP 5' 6" VDOT NO 1 STONE BEDDING LENGTH (VARIES) MATCH EXISTING PROFILE �{ 1 EXCEPT WHERE SLOPE OF fJ MAX. BANK EXCEEDS 1 TO 1 A UNDISTURBED MATERIAL i---� A ELEVATION NOTES: 1. WHERE LESS THAN 3' OF COVER IS AVAILABLE BELOW STREAMSED, CONCRETE ENCASEMENT WILL BE REQUIRED. 2, WHEN BEDROCK IS ENCOUNTERED AND COVER EQUALS OR EXCEEDS 3% THE TRENCH SHALL BE BACKFILLED WITH COMPACTED 21A STONE AND TOPPED WITH 18" OF VDOT CLASS 1 RIPRAP, SEWER TYPICAL STREAM CROSSING N,T.S FIG. S-7 TD-38 PLACE S' GALVANIZED WITNESS "' POST WITH : CAPPED ENDS PAINTED BLUE IN REMOTE AREAS of AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 1 0 _1 WATER 2500 P. S.I. CONCRETE THRUST BLOCK A, .c 4 p d 4K ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LTD M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 TD-9 1• (YSn,m) W7 MOlFS 1 1• sx s�,• (asiM,,,} a, 27 1/2' Ow C I T �• [699mmI 3Bmm 26 1/4' DIA� 7' [667mm] [178mm] 24' DIA [808mm] --'7 28 7/16- DIA 5/8- U22mm1 [16mm] 0 0 ss- aw m 28' {914mm] [660mm 1 1/2- FRAME SECTION 13/16" [38mm] [20mm] 2' (51mm) 1EnERS (RECMMI) FLUSH) �j [79mm] [13mm] 2 1/9' 3 13/16" 0 22 13/16' [54mm [97mm] [579mm] o z5^ 1 3/8" 63 0 11/16- [77mm] [35mm] 9/16' O.D. OF GKT GROOVE ' [14mm] SECTION VIEW CAM BOLT 1/4" (6mm) piq SEE AS MIbSEM6LY NEOPRENE CASKET DErAX SEW W (2) CORD 180D C2) BER 1/76 x 810 X 1 1/2. C (2) WSR 1/1 0095/8 X [5mm 1 s%8" (. BIT NEx 5/8-1 In 1/2 SS 2400' [41 mm PARF/ 00981250 (29mm) DIA BOSS [6mm [tam .53 n1A. STAINLESS STEEL ROD (2) WSNR s/B In. 1s0 OD 55 PLAN VIEW PART4 00951315 PICKSAR d LOCKLUG HOLE DETAIL NOTES: 2) NUT HX 5/6-11 2N NYLK "ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUB,ECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER, PA�� 00981254 2 ALTERNATIVE DESIGN FOR WATER IGH COVERS WILL BE WNSDEtED, C2) Ntlf HX JAM 5/e-17 2N 3, COVERS SHALL BE FDM TO FRAMES a LOO LUGS OR SIMIDAR ASSEMBLY. PART} 00B81228 (2) 193SR LOCK LUG TYPICAL WATERTIGHT (SHMO PARV 00193585 MANHOLE FRAME & COVER LOCK LUG ASSEMBLY N.T"S FIG S-6E COVER LIFT NOTCH 14 1/2" 12 3/8" 12 1/2" WATER '- C18" METER BOX AST IRON LID 1 ti 18" 6" EXTENSION PIPE SLOT (2 PLACES) NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 1' COMPRESSION x 3/4' MALE: PIPE COUPLING OR APPROVED EQUAL 1' TYPE 'K' — SOFT COPPER FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVCES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1'xt'xt' TEE G) NOTE; NO SWEATED FITTINGS 2 DUAL SERVICE R I' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL I' TYPE 'K^ SOFT COPPER O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRMGA71DN METER IS NOT PROVIDED. SINGLE SERVICE NOTE: I) SADDLES SHALL RE USED ON PVC PIPE. CA571 IRON UD FINISHED GRADE lmmgumm 12"-15" LOCKMETER BALL Box rpLE T. OUTLET) 38' MIN. COPPERSETiFR I/B BEND COUPUNG� METER '''(��_•P` rk �Y CORPORATION STOP li r'v`�^^I 'r< BRICK AS t•y;',MIS1NECESSARY n �h SAND OR DUST UNDER , ER 4' DIAMETER DRAIN PIPE. 12" _ { •„,. (2-INCH 3�'� a S r LONG STONE POCKET, VOOT MINxMUN 1HICKR i N4 ; . ., ..•x.rt ,�.:.Y.`.. .. SPEC. 203, N0. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 VARIES VALVE BOX 4" DIAMETER BRANCH AND VALVE M.J. PLUG VARIES WATER MAIN RESTRAINED JOINT FITTINGS ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC SLEEVE BRASS NIPPLE AND PVC o CAP I LUBRICATE ALL THREADS THRUST BLOCK co METER BOX (SEE FIG. W-7) VALVE - NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF - GRADE ALLOWS YVARIES VARIES 2" BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 TD-19 FINISHED GRADE _ I AIR RELEASE VALVE ^ BRASS OR BRONZE PIPE BRONZE GATE VALVE GRAIN TO GRADE Ir POSSIBLE BRICK SUPPORTS OR �- - SOLID C MENT BLOCKS GRUSHED STONE TYPE "K" SOFT COPPER '--CORPORATION STOP NOTES-- 1 A PRECAST MANHOLE CONE AND COVER WITH WATER CAST ON LID FOR TRAFFIC AREAS, OR A METER BOX ASSEMBLY IN NON -TRAFFIC AREAS, OR APPROVED EQUAL, SHALL BE USED. 2) FOR WATERLINES SMALLER THAN 12" USE A 1" A.R.V. AND FITTINGS. FOR WATER LINES 12" AND LARGER USE 2" A.R.V. AND FITTINGS, 3 IN SITUATIONS WHERE THE A.R.V. A55 H EMBLY CA NO N T BE OF FSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE, AIR RELEASE VALVE (ARV) NTS FIG. W-9 TD-20 � a U 0 1) N d Z Q� zcc V �O z z ��o//�� J zt O 10 W �Cb r O 'Kin 1 00 cc Q V Q Lo 4. W �? OQ U C\j O �_ Q Cl) O �XX 2Q Q w ; o_ `Q O CO? J 'A Y, W LO OR y' 2 t- 10 0 W (t Lu CY) 0-)w V W z W o a REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/COUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 01 SCALE T=30' Op o�$�.yTB VA VA Jimmy L Taggart .d 222841. '► 07-09-19 d$8row- w z W Q A Q 0 z W a J CC_4 co z W V 0 r W 06 J J ■■■ o O W Q H m jr Q 1-11 0 C!2 FILE NUMBER 8053 SHEET 36 OF 37 r 11g'K$3J3:A, i I , I Date, January 13,20t6 ZMA #: ZMA 2015-00001014 Trail Village Amendment #3 Tax Map Parcel Numbers* 055EO-01-WOMAI (excluding those portions that lit outside the zoning boundary for ZMA 2004-024), OSSEO-01 -00-OOOAZ, OSSEO-01 -00-00OA3, 055EO-O I -004MA4, 055EO- 01,00-000AS, 055130-01-M-W100, 0550012701000, 05SE-0012701, too, 05SE0012701200, 055E0012701300, 055130012701-400, 05SE001 -2701500, OSSE0012701600, 055FOO 12701700, 05513,0012701800, 055130012701900, OSSEOO 12702000, 05SE00112702100, 055EOO 127022,00, 055EOO 12702300. 055EOOI 2702400 and 055EOOI 2702500. The Owner of the parcels identified herein above (thea. "Property') is March Mountain Properties, L.L.C., a Virginia limited liability company (the "Owner"). 11is Proffer Staternent shall relate to the Code of Development for Old Trait Village approved as pan of ZMA 2004-024, as amended by ZMA 200105, as further amended by ZMA 2014-00004, and as fiwdw amended by ZMA 201 "WO I, is such Code of Development may be amended from time to time in the future in accordance with the Albemarle County Zoning Ordinance (the "Code of )Development'% and to the Application Plan prepared by Timmons Group entitled "Old Tmil Village Rezoning ZMA 04-0,24 Gvneral Development Plan," last revised by Roudabush, Gale & Associates with a latest revision date of January 14, 2016, and including any previously approved amendments thereto (the "'Application Plan"). The Owner hereby voluntarily proffers that if the Albemarle County Board of Supervisors acts to rezone the PrWerty as requested, the Owner shall develop the Property in accord with the following, proffers pursuant to Section 15.2-2303 of the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albernarle County Zoning Ordinance. Ilmse owditions are voluntarily proffered as W of the requested rezoning, and the Owner acknowlecips that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. This proffer statement shall supersede and replace in all respects the proff�r statements approved by the Board of Supervisors in connection with ZMA 2004-024, ZMA 2009-05, and ZMA 2014-MOO4. If rezoning application ZMA 2015-00001 is denied, these proffbrs shall immediately be null and void and of no further force and effect I . GMI_u §gM%* rNA &MA Agd gmgrM RmLaggn. The Owner "I devote a minimum of twenty percent (20%) of the land within the Property to green space as shown on shoo 5 of 9 of the General Development Plan. Of this green space land, within five (5) years after the date that ZMA 200"24 is approved by the County, or within thirty (30) days after the request of the County. whichever is sooncr� the Owner shall dedicate to the County for public use for parks and open space resources and for a greenway, a 25-acre park, a 10.8-acm- greenway ares, and a 6.7 -acm greenway area, ewh as fiarther shown on sheet 5 of 9 of the General Development Plan (collectively� the "Park and Greenway Am."). After it is dedicated to public use, the Park and Gr"nway Area shall rAmttism to be included in the toul area of green space and amenities within the Prqxrty. At the time of the cemveyance and dedication, the Park and Grotaway Area land will be subject to the Architectural and LAndscape Standards for 014 Trail Village, as provided in the Code of Development. 'Me remaining green space land within the Property that will not be dedicated to the County for public use " be maintained by the Old Trait Ownees Assmiation. The dedication of the Park and Greenway Arm land shall be a fee simple- interest in such land. If the Park and Grceriway Area land isnot dedk*W as put of a site plan or subdivision plat, the Owner "I pay the costs of surveying the land and preparing the doed of dedication. The Owim shallconstruct the trait through the 6.7-acre Greenway Area, as shown on, sh"t 5 of 9 of the Ciefteral De"lopment Plan, within six (6) months after the approval by the, County ofthe first subdivision plat or site plan applicable to any portion of block 30 or 3 1. I 1#** -131 -13 X91IJ IR 316 1 3NA 5.. Cash -PM#_er_f2r El&ftigo. for each dwelling unit constructed on the Property that is not an Affordable Unit, the Owrwr shall contribute cash to Albemarle County for fimding parks and recreation projects and improvownts identified on the Counry's Capital improvements Program within the Park and Greenway Am in general accord with the Park Muster Plan as available funding allows, as follows; one thousand dollars $1,000,00) for emb single fiunily detached unit, five hundred dollars ($500.00) for each townhouse unit, and two hundred fifty dollars ($250.00) for each multifamily unit, Notwithstanding the tam of this paragraph 5 to the contrary, however, the Owner shal- I receive a "c mdir' against the first fifty thousand dollars (S50,000-00) that would otherwise be owed to the County pursuant to this paragraph 5, in recognition of " o-sh twoffi*r referenced in paragraph 4. In the event the cash proffer rofercrioW in puagnaph 4 is not sufficient to :fund the Park Mater Plan, the County may apply a portion of the cash proffer described in this paragraph 5 as required to fully fund the Park Master Plan. if the County determines it to be a more reasonable use of funds, the County may substitute facilities shown on the Park Master Plan or locate facilhies shown on the Park Master Plan elsewhere in the Community of Crozet. The cash contribution for each dwelling unit shall he paid at the time of the issuance of the building pemit for such dwelling unit, unless the timing of the payment is otherwise specified by sftte law. If the cmh contribution lias not boon exhausted by the County for the stated purpose witItin Wn (10) yvm from the date of the issuance of the IM msidential Wilding permit within the Property, all unexpended funds shall be refunded to the Owner. 6. LPba#_Ar 9IBSW RM*g9Lep1. Prior to tltoo issuance of a building pemit for the rive hundredth (500) dwelling unit within the Property� the aggregate retail space within the Property shall not exceed forty-eight thousand (48,000) square feet Prior ito the issuanoe of a building permit for the one thousandth (1,00*) dwellinS unit within the Property, the aggregate retail space within the Property shall not 9X0W 4J"-AX1h0uMd 96,000) Square fed. Nor to the issuance of a buildiag parmit for the one thousand five hundnk dwelling unit witfun the Propwy, the aggregate retail space within the Property shall not exceed one hundred forty-four thousand. (144,000) square feet. Prior to the issuance of a building permit for the two thousandth (2,000) dwelling unit with the Property, the aggregate retail space within the Property shall not exceed one hundred ninety-two thousand (192,000) square feet. Retail space "it not include office space or any health and fitness facility. 7. Overlot Gmd_iag Plan. The Owner shall submit an overIcA grading plan meeting the requirements of this section (hereinafter, the with the application for each subdivision of the single family detached and single family atteebed dwelling units shown on the General Mvelopment Plan� The Plan shall show existing &ad proposed topographic features to be considered in the development of the propowd subdivision. Tho Plan shall be approved by- the County Engineer prior to final approval of the subdivision plat The subdivirgion "I be giaded as shown on the approved Plan. No certificate of occupancy shall be issued for any dwelling on a lot where the County Engineer has determined the lot is riot Waded consistent with the approved grading Plan. The Plan shall satisfy the following: A . The Plan shall show all proposed streets, building sites, surface drainage, drivewqyg, trails and other features the CowtY Engineer determines are needed to verify that the Plan satisfm the requirements of this paragraph 7. B. The plan shall be drawn to a scale not greater than one (1) inch equals fifty (50) fed. 4 K site plan applicable to any portion of block 30 or 31, The trail shall be constmcwd to the County standards for a Class A trail, with a surface of compacted stone dust. 2. &Mrftkk UgMqg. The Owner shall provide affordable housing units equal to fifteen percent (15%) of the total residential units constructed on the Property, in the form of for -sale units, for -rent units, "accessory units" (as defined in paraMh 2(C)(3) herein), and "'carriage units" (as defined in pamgrao 2(C)(3) hcrein) and subject to the tcms herein (""Affordable Units"), The Affordable Units shall be reasonably interspersed throughout the Property as provided in this paragraph 2, subject to the requirements of the Application Plan and the Code of Development. If the Owner elects at its option to provide for -sale single family detached Affordable Units, such units shall be applied towtiird the 15% requiremenL FAch subdivision plat and site plan for land within the Property shall designate dw lots or units, as applicablc�'that will, subject to the terms and conditions of this Proffer, incorpomtc Affordable Units as described herein, and theaggregate number of such lots or units designated for Affordable Units within each subdivision plat and site plan shall constitute a minimum of fifteen percent ( 15%) of the lots in such subdivision plat or site plan. Notwithstanding the foregoing. however. the Owner may "carry- ovee' or "bartV credits for Affordable Units in the event an individual subdivision plat or site plan destgwes Affordable Units that in the a"regate exceed the fifteen percent (15%) minimum for such subdivision plat or site plan, arid such additional Affordable Units may be allocated toward the fifteen Percent (15%) minimum on any futum subdivision plat or site plan, provided hovmver, that the maximum number of AfTordable Units that may be carried over or banked shall not cxcecd fifteen percent (15%) of the total units on any subdivision plat or site plan. The Owner shall convey the responsibility of constructing the Affordable Units to the subsequent owners of lots within the Property and such subsequent owner/builder shall sucoced to the duties of the Owaer under this pmxrvh 3A, and the term `�Owner" shall refer to such subsequent ownerlbuilder. Such subsequent owner/builder shall cmate Affordable Units affordable to households with incomes less than eighty percent (90%) of the am median income such that housing costs consisting or principal, interest, real estate taxes md homeowners insurance (PITI) do not exceed thirty percent (301/6) of the gross household income. A� Lor-$4-10 AXorb* keft. All purcham of tk Vor-s4le Afforrdablc Units shall be approved by the Albemarle County Housing Office or its designee. The subsequent owntribuildet shall provide the County or its designee a period of ninety (90) days to identif� and prequalify an eligible pmhascr for the Affordable Units. The ninety (90)-day period shall commenct upon written notice from the then-currcrit owner/builder that the Affordable Unit(s) will be available for sale. If the, County or its designee does not provide a qualified purchase during this ninety (90)-day period, the then-curmt ownet/builder shall have the right to sell the Affordable Unit(s) uithout any restriction on sales price or income of the purchaser(s), and such Affordable Unit(s) shall be counted toward the satisfaction of this paragraph 2. This requirement shall Apply Only to the fimt sale of each of the for -sale Affordable Units, L.5VX11M,=J4 =47 (1). - The initial W rent for each for -rent Affordable Unit shall not exceed the then -current and applicable maximum net rent rate approved by the Cmmty Housing Office, In ewh subsequent calendar yr-a, the monthlY act mat for cub for -rent Affordable Unit may be increased up to three percent (311/9). For purpose of this proffer statement, the term "riot rent" means that the rent. does not include tenant -paid utilities. The requirement that the rents for such f6r-mt Affordable Units may not exceed the maximum Yeat established in this paragraph 2B shall apply for a period of five (5) yean following the date the certificate of occupancy is issued by the County for each for-mnt Affordable Unit, or until the units am sold as low or moderate Cost units qualifying as such und" either the Vir*ia 2 C. All proposed gmding shall be shown with contour intervals, not greater than two (2) feet. All concentrated surface drainage over lots; shatil be clearly shown with the proposed grading. All proposed grading shall be shown to assury that surface drainage can provide adequate relief from flooding of dwellings in the event a storm sower &its. D. Graded slopes on Ica pnop>sed to be planted with turf grasses (lawns) shall nct exceed a gradiesilt of dm(3) feet of horizontali distance for each one (1) foot of vertical rise or fall (3:1). Steeper i tow maintenance vegetation as detennined to be appropriate by the slopos shall be vegetated with County's program authority in its approval of an erosion and sediment control Plan for the land disturbing activity. These steeper slopes shall mot exceed a gradient of two (2) fed of horizontal distance for cach one (1) foot of vertical rise or fall (2*1), unless the County Engineer rinds that the grading recommendations for steeper slopes havc adequately addressed the impacts. & Surface draigc may flow across up to three (3) lots before being collected in a sonn sewer or directed to a drai=ge way outside of The lots. F. No s=foze drainage moss a residential lot shall have more than one-half (1/2) Wre of land draining to it. G. All drainage from streeU stall be carried across lots in a storrin sewer to a point bey. ond the rem of the building site. H. INTE�MONALLY OM111TED. 1. The Plan shall demonstrate that an area at least ten (10) feet in width, or to the lot line if it is less than (10) feet, from the portion of tie structure fkcing. the street, W grades no steeper than ten (10) percent adjacent to possible entrances todwellings that will riot be served by a stairway. This gmded area also shall extend from the entrWkccs to de drivewrays or walkways connecting the dwelling to he street- J. Arty requirement of this cordition may be waived by the County Engineer by submitting a waiver request with the preliminary plat If such a request is made, it shall include: (i) a justification for the request contained in a certified engineer's report; (ii) a vicinity map showing a lager street network at a scale no smaller dw one (1) inch eqaaks six hundred (600) feet; (iii) a conceptual plan at a scale no smaller thart one (1) inch equals two hundred (200) feet showing surveyed boundaries of the priperty; (iv) topography of ft property at five (5) fixA intervals for thie property being subdivided an)d on abutting lands to a distance of five hundred (500) feet from tho bourx1ary lint or a lesser distanco dotormirwd to bc sufricient by the agent; (v) the locations of streams, stre,= buffers, steep slopes, floodpl*n% known wetlands; and (,vi) the proposed layout of strects and lots, unit "a, uses, and location of parking. as applicable. In reviewing a waiver reqtest, the County Engineer shall consider whether the altemative proposed by the Owner satisfies the purpose of the requirement to be waived to at least an equivalent degree. In approving a waiver, the County Engineer shall find that requiring compliance -with the requirement of this condition would nct forward the purposes of the County's Subdivision and Water Prow-tion Ordinances or otherwise serve the public interest; and granting the waiver would not be detrimental to the publio health. Wety or welfare, to the orderly development of the "ect� and to the land adjacent thereto. K. The Owner may request thit the Plan be amended at any time. All amendmerts shall be subject to the review and approval by the County Engineer. L. In the event that the County adopts overtot grading regulations after the date ZMA 2004- 024 *is approved, any requkement of those regulations that is less restrictive than any requirement of this 61 Housing Development Authority, Farmers Home Administration, or Housing and Urban Development, Section 8, whichever comes first (the "Affordable Term"). All deeds conveyinS any interest in the for -rent Affordable Units during the Affordable Tenn shall contain language reciting that such unit is subjoa to the terms of this parap-aph 2. In addition, all contracts pertaining to a conveyance of any for -rent Affordable Unit, or any part thereof, during the, Affordable Tenn shall contain a complete and full disclosure of the restrictions, and controls established by this paragraph 2B. At leastthirty (30) days prior to the conveyance of any interest in any ror-rcrit Affordable Un it during the Affordable Term, the then - current owner shall notify the County in writing of the conveyance and provide the name, address and telephone number of the potential grantee, and state that the requirements of this paragraph 2B(2) have been satisfied. (3)� Bmr9st Btalat Mo. During the Affor4able Term, within thirty (30) days of each rcntal or lease tem for each for-rcrit Affordable Unit, the then-currcot owner shall provide to the Albemarle County Housing Office a copy of the rental or lease agreement for each such Affordable Unit mnwd that shows the rental! rate for such Affordable Unit and the term of the rental or lease agreement. In addition, during the Affordable Term, the then-curTent Owner shall provide to the County, if requested, any reports, copies of rental or leaw agreements, or other data pertain ing, to rental rat tes as the County may reasonably require, C. Mixture gf Uga of Affordable Vgits. No more than flfly percent (50%) of the Affordable Units may be accessory units and/or carriage units. For purposes of this proffer statement, "accessory uniW' shall mean Accessory Apartments as defmed in the Aftmarle County Code, Chapter IS. Section 3.1, and as regulated by the, Albemarle County Code, Chapter 18, Section 5.1.34, and a unit within a two- family dwelling as a two-family dwelling is defined in the Virginia Uniform Statewide Building Code. For the purposes of this proffer statement, "carriage units" shall mean any separate, independent, accemory dwelling unit dowched from, but located on the same parcel as the structury of and clearly subordinate to a single family detached dwelling, as distinguished from a duplex or other two4mily dwellin& 3. Cob ZEWIE JU *kW h:W". For each dwelling unit constructed on the Prop" that is not an Affordable Unit, the Owner shall contribute cash to Albemarle County for funding school projects within the Community of Crozet wW shown on the County's Capital Improvements Program, as follows: one thousand dollars ($1,000.00) for each single family detacled unit, five hundred doll= (1500.00) for each townhouse unit, and two hundred fifty dollan ($250,00) for each multifamily unit. The cash contribution for each dwelling unit, shall be paid at the time of the issuance of the building permit for such dwelling unit, unless the timing of the Payment is otherwise spocified by state law'. If the cash contribution has m been =Musted by the County for the stated puqxws within ten (10) years fivm the date of tho issuance, of the last residential building pe=it within the Property, all unexpended funds shall be refunded to the Owmer. 4. gAlk PMft &,EhEk N,"ter Eka. Within one (1) year after the dale that ZMA 2004-024 is approved, or within thirty (30) days after the request by the County, whichever is sooner, the Owner shall make: a cwh contriWion to the Cou-W in the ww"n of fifty thousand doBars (S50,000.00) for the purpose of funding a master plan for the 25-wre park land shown on sheet 5 of 9 of the General Development Plan (the -Park Mastcr Planl')� If the Part Master Plan is completed for less than fifty thousand dollars ($50,000.00), any remaining funds, may be retained by the County and used to fimd parks and recreation prcdects and improvements as described in paragraph 5. If such case contribution is not expanded for the Park Master Plan within two (2) years from the date of the contribution, all unexpended funds shall be reftaided to the Owner; provided dw any portion of the cash contribution now 91 paragraph 7 shall supersede the corresponding rcquh-ancrit of this paragmph, suhject to the approval of the Director of the Deparumt of Community Development, 8, Cgp§JEgSflN 9LSchM Connecoo - The Owner shall construct the pathway connections to the schools, shown as "Pathway Connection- to Schools." and "Read. and Sidewalk Connection to SchooW on shoo 5 of 9 of the General Developmert Plan, within six (6) months after the approval by tht County of the first subdivision plat or site plan applicable to any portion of a block that either includes or is adjacent to any such connection. WMESS the following signature: mrMS-1 40ft Title: U& OL-4 -,,o, 1.1 Oq 0 C\1 0) at C\1 < C,j C, < D 20 > 0 0 LUZ —1 _J _J > U) a 11J LU Ch r 0 C) J C\1 W 00) C\1 co 'K 0 Zt T_ � 6 o %..,. _J 02 _J LO Co 11J C) 4A C\1 P 0 Z 0 .4 L-U CL 4j Z K LU Z T_ % 0 _o/ REVISIONS COUNTY COMMENTS December 21, 2018 ACSAICOUNTY COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE V= 30' Jimmy L Taggart Uc. No. 22841 07-09-19 Z W < < (9 Z _J < y 0- _J C\1 > >- CY) F- > _J Y Z oD 0 ge. E4 U2 0 0 P4 W od _J _J 0 M 5r < 2 0 W ED _J 0 < FILE NUMBER 8053 d SHEET 37 OF 37