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HomeMy WebLinkAboutSUB201600131 Plan - Approved Road Plan and Comps. 2016-12-05GENERAL NOTES OWNERS AVON PROPERTIES, LLC (TMP 91-14) OVERALL SITE PLAN P.O. BOX 1467 ARB: CHARLOTTESVILLE, VA 22902 DEVELOPER: RI VERBEND MANAGEMENT COMPANY ZONING: CONTACT- ALAN TAYLOR LANDSCAPING PLAN 455 SECOND STREET SE, SUITE --100 DEPARTMENT OF FIRE RESCUE CHARLOTTESVILLE, VA 22902 TAX MAP/PARCEL # 91-14, 90-35J & 90-35K MAGISTERIAL: SCOTTSVILLE DISTRICT AREA: 9.24 AC. INDIVIDUAL PARCEL AREAS. • 91-14 (7.66 ac.), 90-351 (0.51 ac.), 90-35J (0.53 ac.) & 90-35K (0.54 arc.) PHASING: PHASES I THROUGH IV SHALL OCCUR IN CONSECUTIVE ORDER AS NUMBERED IN ORDER TO COMPLY W1 TH OVERALL SITE PLAN AFFORDABLE HOUSING REQUIREMENTS. ARB: THIS DEVELOPMENT IS LOCATED WITHIN THE ARB REVIEW ENTRANCE CORRIDOR. ARB REVIEW AND APPROVAL DRAINAGE CALCULATIONS IS NOT REQUIRED FOR THE PROPOSED AMENDMENT TO PHASE Ill ZONING: PRD - ZMA-2006-005 APPROVED JUNE 13, 2007 LANDSCAPING PLAN VARIATION REQUEST WAS APPROVED 3126/10 FOR THE FOLLOW/NG VARIATIOINS FROM THE APPROVED DEPARTMENT OF FIRE RESCUE REZONING: ALBEMARLE COUNTY SERVICE AUTHORITY + CHANGE 1N THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION REMOVAL OF SYSTEMS OF RETAINING WALLS HEALTH DEPARTMENT RE -ORIENTATION OF UNITS AND PRIVATE STREETS m a ADDITION OF A NEW ROAD USE: RESIDENTIAL RECREATIONAL D COVERED PAVILION TERRACE AND OPEN PARK AREAS. FACILITES• CLUBHOUSE Wl TH FITNESS ROOM AND MEET/NG ROOM, , OF UNI IS. RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SECTION 4.16.2 OF THE ZONING ORDINANCE. RECREA TIONAL AREA: TOTAL RECREATION AREA IS APPROXIMA TEL Y 3,300 SF (0.08 AC) UNITS BY TYPE. CLUBHOUSE= 775 SF AFFORDABLE UNITS: PAVILION=500 SF TERRACE= 2,025 SF SHEET NO. TOTAL= 3, 300 (0.08 AC) SETBACKS: EXTERNAL SETBACKS ARE AS FOLLOWS: REAR= 20' SIDE= 15' FRONT-- 25' WAI VERIVARIA TION REQUESTS: VARIATION REQUEST WAS APPROVED 3126110 FOR THE FOLLOWING VARIATIONS FROM THE APPROVED Sheet Title REZONING: OVERALL SITE PLAN • CHANGE IN THE MIXTURE OF UNITS TO 24 CONDO AND 100 TOWNHOUSE UNITS GRADING & DRAINAGE PLAN • REMOVAL OF SYSTEMS OF RETAINING WALLS DRAINAGE CALCULATIONS ® REORIENTATION OF UNITS AND PRIVATE STREETS ROAD PROFILES, NOTES, DETAILS & CROSS-SECTIONS a, ADDI TON OF A NEW ROAD LANDSCAPING PLAN A LETTER WAS ISSUED BY THE COUNTY ON 5124110 CLARIFYING THAT THE FOLLOWING NEEDED TO BE DEPARTMENT OF FIRE RESCUE INCLUDED IN THE FINAL SITE PLAN: ALBEMARLE COUNTY SERVICE AUTHORITY • RETAINING WALLS SHALL NOT EXCEED 4' VIRGINIA DEPARTMENT OF TRANSPORTATION + TOWNHOUSES ON PERIMETER ROAD SHALL HAVE ARCHITECTURAL ELEMENTS THAT RELEGATE PARKING HEALTH DEPARTMENT • THE BACKS OF UNITS ON LOTS 39-44 & 69-74 SHALL HAVE ARCHITECTURAL FEATURES SUCH AS m PROJECTIONS AND PORCHES. • SIDEWALKS ON AVINITY LOOP SHALL BE LOCATED ADJACENT TO PAVEMENT TOTAL NUMBER O OF UNI IS. 107 TOWNHOUSES (67 CONSTRUCTED + 33 APPROVED BUT NOT CONSTRUCTED +7 AMENDED WITH THIS PLAN) U) NOTE, DENSITY SHALL NOT EXCEED 124 UNITS, WHICH IS THE MAXIMUM ALLOWABLE DENSITY. UNITS BY TYPE. 107 TOWNHOUSES AFFORDABLE UNITS: THE AFFORDABILITY ASPECT OF THE PROJECT SHALL BE SATISFIED AS STATED IN THE PROFFERS AND ON THE FRONT PAGE OF THE SITE PLAN. A MONETARY COMPENSATION TO THE AFFORDABLE HOUSING PROGRAM SHEET NO. SHALL BE MADE TO SATISFY THE AFFORDABLE HOUSING REQUIREMENTS PER THE APPROVED PROFFER. CASH PAYMENTS SHALL BE PROVIDED TO THE AFFORDABLE HOUSING PROGRAM IN THREE (3) INSTALLMENTS AS STATED IN THE APPROVED PROFFERS. THE FIRST PAYMENT OF x'99,000 (6 x x'16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE THIRTY-SIXTH (367H) BUILDING PERMIT: THE SECOND PAYMENT OF x'99,000 (6 x .x'16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE SEVENTY-FIRST (71ST) BUILDING PERMIT. THE THIRD AND FINAL PAYMENT OF $115,500 (7 x $16,500) SHALL BE MADE PRIOR TO THE ISSUANCE OF THE FINAL BUILDING PERMIT AFTER ALL THREE (3) PAYMENTS HAVE BEEN MADE, A TOTAL OF $,313,500 ($99,000 +x'99, 000 + $115,500) SHALL HAVE BEEN PAID TO THE AFFORDABLE HOUSING PROGRAM. DENSITY 107 DWELLINGS / 9.24 ACRES = 11.58 DU/AC., TOTAL DENSITY ALLOWED BY REZONING IS 124 UNITS. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS NOT TO EXCEED 35 FT FOR THE TOWNHOUSE UNITS. MAX. HT: OF RETAINING WALLS, • MAXIMUM HEIGHT OF RETAINING WALLS SHALL NOT EXCEED 4 FEET. ALL RETAINING WALLS ASSOCIATED WITH THE PROJECT SHALL BE SEGMENTED RETAINING WALLS CONSTRUCTED WITH THE PATO SYSTEMS FOR THE TOWNHOUSE UNITS. SUBDIVISION STREETS: CURB & GUTTER WA TERSHED: MOORE'S CREEK WA TERSHED TOPO & SURVEY PHYSICAL AND BOUNDARY THOMAS B. LINCOLN LAND SURVEYOR INC, DATED 12/22/05. TOPOGRAPHIC: THOMAS B. LINCOLN LAND SURVEYOR INC., DATED 12/22105. PHYSICAL, TOPOGRAPHIC & BOUNDARY INFORMATION OUTSIDE LIMITS OF THOMAS B. LINCOLN LAND SURVIEYOR'S WORK WAS PROVIDED BY AERIAL TOPOGRAPHY: ADDITIONAL ASBUILT SURVEY WAS PROVIDED BY ROUDABUSH GALE & ASSOCIATES, DATED AUGUST, 2013. TOPOGRAPHY WAS VISUALLY FIELD VERIFIED IN JUNE OF 2014. NO TE. NAD 83 SOUTH BENCHMARK. • BENCHMARK IS SURVEY CONTROL POINT DT --14, NAIL WITH FLASHER LOCATED AT N3886228.20 AND E11482674.79, ELEVATION 574.16 EXISTING VEGETATION: PROPERTY ORIGINALLY CONSISTS OF RESIDENTIAL HOMES, LAND 77 -IAT IS PARTIALLY CLEARED, AND THE MAJORITY OF THE SITE WAS FORESTED WITH LIGHT UNDERBRUSH PARKING REQUIRED: 241 SPACES (2.25 SPACES / TOWNHOUSE UNIT x 107 TOWNHOUSES) PARKING PROVIDED: 263 TOTAL SPACES. SEE BELOW FOR THE BREAKDOWN: 67 EXISTING HOMES WITH 2 SPACES PER LOT (ONE DRIVEWAY + ONE GARAGE)= 134 SPACES 33 APPROVED HOMES NOT YET CONSTRUCTED NTH 2 SPACES PER LOT (1 DRIVEWAY + 1 GARAGE)= 66 SPACES 7 HOMES PROPOSED WTH THIS AMENDMENT MTH 2 SPACES PER LOT (1 DRIVEWAY + 1 GARAGE)= 14 SPACES 37 ON -STREET EXISTING PARKING SPACES= 37 SPACES 12 ON -STREET PROPOSED PARKING SPACES WIN THIS AMENDMENT- 12 SPACES PHASING: THIS 1S PHASE IV OF THE APPROVED A VINI TY DEVELOPMENT, FLOODPLAIN: THERE IS NO FLOODPLAIN LOCATED ON THIS SITE PER FEMA MAP ID 51003C0426D, ADOPTED 2/4/2005 LANDSCAPING: LANDSCAPE IS 1N ACCORDANCE WITH ALBEMARLE COUNTY ZONING REGULATIONS J2.79, RECREA TION: RECREATION AMENITIES TO BE PROVIDED IN COMPLIANCE WITH SECTION 4.16.2 OF THE ZONING ORDINANCE. FIRE FLOW PER FLOW TEST REPORTS PROVIDED BY THE COUNTY, THE FIRE FLOW IN THIS AREA EXCEEDS 1500 GPM AT 20 PSI. NOTE, THE DEVELOPMENT MUST COMPLY WITH THE VIRGINIA _STATEWIDE FIRE PREVENTION CODE. LIGHTING. • STREET LIGHTING IS PROPOSED ON AVINITY DRIVE BETWEEN THE ENTRANCE AND THE CLUBHOUSE. ALL TOWNHOUSE UNITS SHALL BE INSTALLED WITH FRONT PORCH AND LAMP POST LIGHTING AND WILL BE LESS THAN J,000 LUMENS. Abb. Scientific Notre Common lame Caliper Size Comments 'l0 -YR Total _ CANc PY:uanti Canopy -CANOPY TREESF2 QP , erqu pal€tri _v - f Pin Oak __ _ 11 �_. J� 13 5,447 AVINITY PHASE IV FINAL ROAD PLAN SCOTTSVILLE DISTRICT ALBEMARLE COUNTY, VIRGINIA PROPOSED RIGHT-OF-WAY EXTENDS TO THE PROPERTY LINE FOR A POTENTIAL CONNECTION TO CALE ELEMENTARY SCHOOL, IF DESIRED IN THE FUTURE. 14+00---\ i-144+03 2' CLEAR TIE-IN PRO 16' OVERHANG >; ROD -t EETTOXISTING cn FOR PARKING 1 1 sT_ ( )' { r ------ '------- - -- - -_ '__ __ _ _ 225 sD'____ 1'' E cv XT AP cfl `i R F _ v+w D ,�, E �, , s :i � I of E'RC3P 1O. ?OS QPtF. N I ;� ". '. � � - ------..� __�.,_b . -.��.� ""`i,r--•---�.,,..._-. NL�Ar)G,•h i� �Tlit), r,.. -r... PROPERTY LIMITS (TYP.) ! LOT PROPOSED06 NOT ENTER SIGNf' I ;a YIELD SIGN - - 71 X _ VDOT STD. I CG -12 (TYP.) 107 - f FUTURE AVINITY I[ACCESS 'S \ -J I 2. �9..' \ �Rnpn�Fn� ALL 8E P 67' ;..� ' � PROVIDED THROUGH �. I� l` THE EXISTING &PROPOSED ROPOSED PROPOSED:` --- AVINITY LOOP ROADWAY. STREET SIGN YIELD SIGN71 r� �P-- f' a 111+517 In�nn. .. . EXISTING AVINITY LOOP IS 24' FIC -FIC & ITS PAVEMENT/ STONE DEPTHS MEET THE EXISTING + PROPOSED VEHICULAR TRAFFIC TMP 90-35H REQUIREMENTS, DECORATIVE MOUNTABLE ISLAND SHALL BE FLUSH 1WITH THE ASPHALT TOP COAT. TRAFFIC ISLAND TO DIVERT AI` JD CHANNEL INBOUND/ OUTBOUND TRAFFIC FLOW THROUGH THE AVINITY I DEVELOPMENT - MWIAN (TYP.) J COMMON I OPEN SPACE (0.12 ac.) 10+00 tD �-PROPOSED CG -12 r- RAMP FOR FUTURE AVINITY 11 SIDEWALK CONNECTION Sheet List Table Sheet Number Sheet Title 1 OVERALL SITE PLAN 2 GRADING & DRAINAGE PLAN 2A DRAINAGE CALCULATIONS 3 ROAD PROFILES, NOTES, DETAILS & CROSS-SECTIONS 4 LANDSCAPING PLAN PHASE 1, 11, 111, IV ARE AVINITY 1. AVINITY 2, FUTURE DEVELOPMENT, IS NOT DEPICTED OR SHOWN ON THIS SHEET. SHEET LAYOUT SCALE: S TOTAL NUMBER OF SHEETS ROADS LECEND C=--------- ===1 EXISTING CULVERT ,,,.,,, EARTH DITCH CUL VERT DRI VE WA Y CUL VERT A DROP INLET & STRUCTURE NO. 3N� BENCH MARK CURB CURB & GUTTER -- -- -- -- -- CLEARING LIMITS PROPOSED PAVEMENT VDOT STANDARD STOP SIGN V EC -3A DITCH --------------- 200--------------- EXISTING CONTOUR DEPTH OF EC -3A DITCH 20o PROPOSED CONTOUR 6" -=-� EC -2 DITCH 240.55 PROPOSED SPOT ELEVA TION TBC DENOTES TOPIBACK OF CURB 6" DEPTH OF EC -2 DUTCH TIB DENOTES TOP OF BOX APPROVAL HISTORY OF PREVIOUS SITE PLANS: 1. SDP201000072 - FINAL (APPROVED 3-16-2011) 1.1. LOR #1 - (APPROVED 9-28-2011) 1.2. LOR #2 - (APPROVED 4-30--2012) 2. WP0201300044 - (APPROVED 8•-19-2014) 3. SDP201400062 - MINOR (APPROVED 3-10-2015) 4. SDP201500026 - MINOR (APPROVED 12-29-2015) TO RICHMOND _ ----0- SOUTHERN PARKWAY MILL CREEK 6 000 64 PIEDMONT VIRGINIA COMMUNITY COLLEGE MONTICELLO HIGH LAKE REYNOVIA n I Q14jalgAim ilil 20 General Construction Notes 1. Priorto any construction within any existing tin g public right-of- way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern, 2. 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 priorto any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. S. 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 the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). General Construction Notes for Streets 1. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296- 5832) 48 hours in advance of the start of construction. 2. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of io or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-way or within easements' priorto acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 4. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field verified at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge Albemarle County Engineering Final Plan General Notes Page 2 Of 4 (16 Jun 2005) of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. 5. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or Q. 6. Where rural cross sections are installed, all residential driveway entrances shall conform to VDOT standard PE -3.. 7. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. 8. Road plan approval for subdivisions is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manual. so. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the County Engineer, or designee, they are deemed necessary in orderto provide safe and convenient access. 11. The speed limits to be posted on speed limit signs are 5 mph below the design speed, or as determined by VDOT for public roads. 12. VDOT standard CD -1 or CD -2 cross -drains under to be installed under the subbase material at all cut and fill transitions and grade sag points as shown on the road profiles. 13. A video camera inspection is required for all storm sewers and culverts that are deemed inaccessible to VDOT or County inspections. The video inspection shall be conducted in accordance with VDOT's video camera inspection procedure and with a VDOT or County inspector present. APPROVED by the Albermarle County Community Devploprnent DepartrTlrnt Date File ' j'1,' APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT m o PLANNER/ ZONING 0 ENGINEER ID� F INSPECTIONS H ARB 0 PLANNING o y DEPARTMENT OF FIRE RESCUE U ALBEMARLE COUNTY SERVICE AUTHORITY cL VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT U �KCOTT R. COLLINS�4 U No. 35791 �sSIONa1J E�� 1, 110 w Z -a F m o U 0 ID� F 0 W H -' 0 o y U JOB cL -� g�Nry�O. 092033 U m O SCALE O a � U) AS NOTED Z D � SHEET NO. w sV) �' � 3 110 w o -a F m o U ID� F 0 W U Iv U) o y D JOB g�Nry�O. 092033 ° O SCALE a � AS NOTED D � SHEET NO. o Q) V) �a � 3 PR VE E 530 0+50 1+00 1+50 2+00 ./ERT - PCS 530 PROPOSE STR:I2AB EX DI 3B (L=16') 525 GRAD STA. 0+00.00 ; - TP=524.30 INV OUT: 518.00 TO 16 520 515 EXI STI GRADI 2+50 530 525 PROPOSED 08" CL. 52 DIP W/L STUB OUT FOR AVINITY 11. (PROPOSED WITH THIS PLAN) (2.5' W/L- DRNG) MH 3-MH10AB 520 (1.0' S/L- DRNG) STR:10 DI -3C; L=8' STA. 0+00.00 TP=522.31 INV OUT: 514.89 TO 8 3TR:2 VDOT STD MH -1 515 3TA. 2+18.35 fP=521.53 15" CL III RCP NV IN: 510.22 TO 4 39.17 LF NV IN: 511.22 TO 12 1.00% NV OUT: 510.12 TO 1510 -PROPOSED APPROXIMATE LOCATION OF VDOTSTD. EXISTING 012" W/L TO BE EW-2PC ABANDON - I 505 STR: 8 DI 530 -3C; I STR:4 DI -3151; L=4' ---- Y 530 L � 4 I i aa" c�waET£R , ._� ¢ 0 STA, 0+85, 47 STA. 1+04,69 THE EXISTING FIRE HYDRANT, IF FOUND PLAN �A Tmcx s v�aRIE3 N N I-------- TP=522 26 LTJ LtJ NECESSARY DURING THE CONSTRUCTION INV 1N: 514.10 TO 12AB Ln LO INV IN: 514.50 INV IN: 514.76 TO 18 TO 10 -----TP=523.99 C INV IN: 513.82 TO 50AB INV IN: 514.76 TO 20 1 I INV OUT: PROPOSE I INV IN: 510.89 TO D _ -- --,' I 525 ( GRADEINV STEEL TO BE IN ACCORD.mdtE W17N iw3wTO M3L IN: 512.57 TO 8 525 E I • j_ _ :XISTING ASBUI4T 08" INV OUT: 510.79 TO 2 )POSED OT STD.I W -IPC SLAB FOR DROP INLETS, -DRNG. ) 1 I EXlSTIN(� I ,GRADE j - wz STA. 0+00.00 520 • ! ( 520 TP=528.34 (3_5 DRNG) W/L-1PROPOSED 8" CL. SzDIP W/L. i fNV= INV OUT: 520.74 TO 4 517.17 ___----_-._-. _____ J LLI p 520 -- W W ! MH 3 -MH 1OAB ! L=4' PROPOSED 012"- 515 Ln N to (1.0' s/�- aR�G) 515 CL. 52 DIP W/L ` i _ -I - -- - - -- i (2.3' W/L- ___ r-- _ GI�AD1 I I VIN: 513.82 TO 50AB DRNG) 14V I TO i' 15151 e r7 14V V IN: 512.57 TO 8 OUT: 510.79 TO 2 515 M14 L I 510 EXISTiLIc ZA� 8'_1L`=_-�� i I 51O BEING AIJANDONI I APPROXIMATE OF EXITING LOCATION! 012" WLL „ 510 42 CL III RCP 00 __ _._L..__24.38 LF -- TO BE AE}ANCON.? » 136- CL Ill RCP 113.66 LF C� 0.50%- I 505 CSD 0.50% ( r 505 Ili LJ3 O r- I� LCA ��.. Li7 LJ -I L%! 00 r Ln N O N O 0 !`d 1I0i_ � In lid � LO � LO � L0 0+50 1+00 1+50 2+00 ./ERT - PCS 530 PROPOSE STR:I2AB EX DI 3B (L=16') 525 GRAD STA. 0+00.00 ; - TP=524.30 INV OUT: 518.00 TO 16 520 515 EXI STI GRADI 2+50 530 525 PROPOSED 08" CL. 52 DIP W/L STUB OUT FOR AVINITY 11. (PROPOSED WITH THIS PLAN) (2.5' W/L- DRNG) MH 3-MH10AB 520 (1.0' S/L- DRNG) STR:10 DI -3C; L=8' STA. 0+00.00 TP=522.31 INV OUT: 514.89 TO 8 3TR:2 VDOT STD MH -1 515 3TA. 2+18.35 fP=521.53 15" CL III RCP NV IN: 510.22 TO 4 39.17 LF NV IN: 511.22 TO 12 1.00% NV OUT: 510.12 TO 1510 -PROPOSED APPROXIMATE LOCATION OF VDOTSTD. EXISTING 012" W/L TO BE EW-2PC ABANDON - I 505 15" CL ill RCP 54.10 LF 5101 03.57% EXISTING 08" S/L TO BE ABANDON 505 STR: 8 DI 530 -3C; L=6' CONTRACTOR TO RELOCATE & REINSTALL 530 L � 4 I i aa" c�waET£R , ._� ¢ 0 STA, 0+85, 47 JJ THE EXISTING FIRE HYDRANT, IF FOUND PLAN �A Tmcx s v�aRIE3 N N I-------- TP=522 26 LTJ LtJ NECESSARY DURING THE CONSTRUCTION INV 1N: 514.10 TO 12AB Ln LO INV IN: 514.50 INV IN: 514.76 TO 18 TO 10 OFTHE STORM SEWER BETWEEN ASBUILT INV IN: 514.76 TO 20 1 I INV OUT: 514.50 TO 4 STR. 5o & PROPOSED STR. 4 525 D _ -- --,' I - LF STEEL TO BE IN ACCORD.mdtE W17N iw3wTO M3L 00. I 7% E I • j_ _ :XISTING ASBUI4T 08" STR:50AB EX DI -313; L=16' SLAB FOR DROP INLETS, -DRNG. ) ROAD BRDCE srANaARos MANHOLES AND JUNCTION BOXES VRrANA DEPAATMEHT OF TRANSPORTATION wz STA. 0+00.00 xEwswu RATE tOG.d4 ! R£VTWIO DATE TP=528.34 I ANDON, INV OUT: 520.74 TO 4 I 505 520 J LLI p 520 -- W W N N TR:4 DI -3B; L=4' PROPOSED 012"- J Ln N to TA. 1+04.69 CL. 52 DIP W/L ` �XISTIN P=523,99 (2.3' W/L- ___ r-- _ GI�AD1 I I VIN: 513.82 TO 50AB DRNG) 14V IN: 510.89 TO 15151 e r7 14V V IN: 512.57 TO 8 OUT: 510.79 TO 2 515 M14 L 15" CL ill RCP 54.10 LF 5101 03.57% EXISTING 08" S/L TO BE ABANDON 505 530 STR: 16 VDOT STD MH -1 STA. 0+74.30 TP=521.44 INV IN: 514.10 TO 12AB INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 - , INV OUT: 514.00 TO 12 STR:12 DI -3C; L-8 STA. 10+25.96 l TP=521.24 INV IN: 513.70 TO 16 INV OUT: 513.40 TO 2 i 520 STR:18 VDOT DI -3131 (L=6') 9 STA. 0+74.30 TP=521.79 INV OUT: 515.00 TO 16 515 515 0+50 1+00 STR so -4 530 530 PROPOSED i GRADE 525 1__..525 - t EXISTING STR:20 VDOT STD. DI -2C (L= STA. 0+00. TP= 521. INV OUT: 515.00 TO GRADS ! PROPOSED 012" I CL, 52 DIP W/L 520 (112' W/L'= i 'DRNG) , " I i 18 CL Ill RCP 74.30 LF ; __-- _..__24" CL III RCP 51.35 LF 0525% (c 0.58% 510 510 I ! MH 2 -MH 2AB APPROXIMATE LOCATION OF HALL INSULATE' CONTRACTOR S EKISTING 024" CP SEDIMENT ! I (�.6' S/L' DRNG ALL AMTARY S EWER & WATER S i A A DON. `. I BASIN BARREL TO BE B i______ LINES Wf 1I RE A i%E(RTICAll SEPARATION OF 12" OR MORE 505 CANNOT BE MAINTAINED (TYP) 505 i CN i�i1 IiJ � d- N N N N Leal LL_ Lr) Lo LNC) 0+00 0+50 1+00 1+50 STR 12AB - 1.2 #8 83 5 TI a�'� c 1iYP. (1.0' W/L- 00 0 DRNG) L � 4 I i aa" c�waET£R , ._� ¢ 0 0 JJ LAI LLI PLAN �A Tmcx s v�aRIE3 N N N LTJ LtJ W INV 1N: 514.10 TO 12AB Ln LO LC) INV IN: 514.76 TO 18 LL_ Lr) INV IN: 514.76 TO 20 1 530 STR: 16 VDOT STD MH -1 STA. 0+74.30 TP=521.44 INV IN: 514.10 TO 12AB INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 - , INV OUT: 514.00 TO 12 STR:12 DI -3C; L-8 STA. 10+25.96 l TP=521.24 INV IN: 513.70 TO 16 INV OUT: 513.40 TO 2 i 520 STR:18 VDOT DI -3131 (L=6') 9 STA. 0+74.30 TP=521.79 INV OUT: 515.00 TO 16 515 515 0+50 1+00 STR so -4 530 530 PROPOSED i GRADE 525 1__..525 - t EXISTING STR:20 VDOT STD. DI -2C (L= STA. 0+00. TP= 521. INV OUT: 515.00 TO GRADS ! PROPOSED 012" I CL, 52 DIP W/L 520 (112' W/L'= i 'DRNG) , " I i 18 CL Ill RCP 74.30 LF ; __-- _..__24" CL III RCP 51.35 LF 0525% (c 0.58% 510 510 I ! MH 2 -MH 2AB APPROXIMATE LOCATION OF HALL INSULATE' CONTRACTOR S EKISTING 024" CP SEDIMENT ! I (�.6' S/L' DRNG ALL AMTARY S EWER & WATER S i A A DON. `. I BASIN BARREL TO BE B i______ LINES Wf 1I RE A i%E(RTICAll SEPARATION OF 12" OR MORE 505 CANNOT BE MAINTAINED (TYP) 505 i CN i�i1 IiJ � d- N N N N Leal LL_ Lr) Lo LNC) 0+00 0+50 1+00 1+50 STR 12AB - 1.2 EXISTING ASBL DIP S/L TO (1.3' S/L- )IP S/L TO REMAIN APPROXIMATE LOCA 2.6 S L -CRN EXISTING 024" RCP 5f BASIN BARREL TO BE AE i ! 505 I ! 1 505 #8 83 5 TI a�'� c 1iYP. (1.0' W/L- + N0. B GALVANIZED STEEL STEP DRNG) L � 4 I i aa" c�waET£R , ._� 520 STR: 16 VDOT STD MH -1 TT JJ STA. 0+74.30 PLAN �A Tmcx s v�aRIE3 PLAN TP=521.44 LTJ LtJ I I INV 1N: 514.10 TO 12AB SECTION A -A 12 INV IN: 514.76 TO 18 SECTION 8-13 Lr) INV IN: 514.76 TO 20 1 1 515 INV OUT: 514.00 TO 12 T, TME C95T OF TM %-I 75 6NCLM,M IN THE CAST OF TM 37RUCTURE, 15" CL III RCP N 5 BARS as e" C. -O iYP. 54 xF 31.19 LF STEEL TO BE IN ACCORD.mdtE W17N iw3wTO M3L 00. I 7% rE _51.0. j_ _ :XISTING ASBUI4T 08" �Vtxar EXISTING ASBL DIP S/L TO (1.3' S/L- )IP S/L TO REMAIN APPROXIMATE LOCA 2.6 S L -CRN EXISTING 024" RCP 5f BASIN BARREL TO BE AE i ! 505 I ! 1 505 GRADING & DRAINAGE NOTES: 1. ALL STORM SEWER STRUCTURES SHALL BE PRIVATELY MAINTAINED WITH THE EXCEPTION OF THE PUBLIC DRAINAGE EASEMENTS LABELED AT THE INTERSECTION OF AVINITY DRIVE & AVON STREET EXTENDED ON THE APPROVED PLANS. 2_ ALL PUBLIC DRAINAGE EASEMENTS SHALL BE A MINIMUM OF 20 WIDE, UNLESS OTHERWISE E NOTED. 3. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR STABILIZATION & SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3.37C OF THE 1992 VESCH. 4. THE PROPOSED LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE STREETS AWAY FROM THE BUILDINGS. 5. THE CONTRACTOR SHALL INSTALL VDOT STD. GR -2 ALONG THE ROADWAY IN THE VICINITY OF THE SWM FACILITY IF ASRUILT GRADES NECESSITATE IT. 6. THE CONTRACTOR SHALL ENSURE THE EXISTING SEDIMENT LADEN SOILS LOCATED WITHIN THE SEDIMENT BASIN ARE REMOVED PRIOR TO CONSTRUCTION OF THE LOTS' FOUNDATIONS. A GEOTECHNICAL ENGINEER SHALL ENSURE AN ADEQUATE SUBBASE AND 95% MINIMUM COMPACTION HAS BEEN ACHIEVED FOR THE RESIDENTIAL CONSTRUCTION. A STRUCTURAL ENGINEER SHALL ALSO APPROVE THE FOUNDATION DESIGN FOR THE RESIDENCES. 7. THE PROPOSED POND SHOWN TAKES INTO CONSIDERATION ROCK DISCOVERED BENEATH THE SOIL IN THE UPPER LAYERS. THE PROPOSED POND GRADING SHOWN REMOVES EXCESS CUTTO AVOID CHALLENGING CONSTRUCTION & DISTURBANCES TO THE ADJACENT SCHOOL WITH BLASTING. THIIS POND GRADING ELEVATES THE FACILITY &ALSO REDUCES THE NEED FOR RETAINING WALLS IN THIS VICINITY. 8. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS FOR THE PROPOSED ROADWAYS. 9. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING INFRASTRUCTURE RECENTLY CONSTRUCTED. THE CONTRACTOR SHALL VERIFY ALL CONNECTIONS TO EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR SHALL NOTIFY COLLINS ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING INFRASTRUCTURE AT THE PROPOSED CONNECTIONS TO ENSURE THE PROPOSED DESIGN COMPLIES WITH CURRENT COUNTY AND STATE REQUIREMENTS. 5L i 66 ams a s•' C•C TTP. #8 83 5 TI a�'� c 1iYP. V-�^� + N0. B GALVANIZED STEEL STEP >,� ;;RASE RO.REBIF RttB A SaREasGtr REsSTavr RLlER DR aTA,Ea'. 74A APPROVED !6Y THE L � 4 I i aa" c�waET£R , ._� � ` •' �.�. ____ T T � � � I TT JJ T T T-.• PLAN �A Tmcx s v�aRIE3 PLAN _LN -M4 REWFORCM RUO TYPICAL SECTION LTJ LtJ NLn ' SECTION A -A 12 W SECTION 8-13 Lr) dLa�:CTlON 00%ES. MIO DROP NAEi5 WITH P£tGlkTS GREATER THAN 12 FEET. THE SPAGNO OF AAlA4'ENT SAC'ETY SLtBS 'a74.AlL ffi: $'YO T3 wFIN NO SAiETY SLAB LOCATED WITMN 6 FEET Iii_ Of THE TOP OR SO'TTOEF OF TIE STS_ 5AFEBY aA6S 5HAI.L NOT BE LOCATED BELOW MY MV WE 4F 'M•• IPMETER OR 9REATER, T, TME C95T OF TM %-I 75 6NCLM,M IN THE CAST OF TM 37RUCTURE, pq CASTfkART444 PLUM DRAWINCm. 3, ACCESS OP 'S AM T9 P,F STAGGERED PYROM ONE 510€ OF SYRWME TO iF£ MIER WHERE APPLICABLE, STEPS AWE TO BE STAGGERED ACCORDIMLY. GRADING & DRAINAGE NOTES: 1. ALL STORM SEWER STRUCTURES SHALL BE PRIVATELY MAINTAINED WITH THE EXCEPTION OF THE PUBLIC DRAINAGE EASEMENTS LABELED AT THE INTERSECTION OF AVINITY DRIVE & AVON STREET EXTENDED ON THE APPROVED PLANS. 2_ ALL PUBLIC DRAINAGE EASEMENTS SHALL BE A MINIMUM OF 20 WIDE, UNLESS OTHERWISE E NOTED. 3. ALL PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A LOW MAINTENANCE GROUND COVER FOR STABILIZATION PURPOSES. THESE AREAS SHALL NOT BE PLANTED WITH A GRASS COVER FOR STABILIZATION & SHALL HAVE A GROUND COVER SELECTED FROM TABLE 3.37C OF THE 1992 VESCH. 4. THE PROPOSED LOTS SHALL BE GRADED SUCH THAT RUNOFF DRAINS TO THE STREETS AWAY FROM THE BUILDINGS. 5. THE CONTRACTOR SHALL INSTALL VDOT STD. GR -2 ALONG THE ROADWAY IN THE VICINITY OF THE SWM FACILITY IF ASRUILT GRADES NECESSITATE IT. 6. THE CONTRACTOR SHALL ENSURE THE EXISTING SEDIMENT LADEN SOILS LOCATED WITHIN THE SEDIMENT BASIN ARE REMOVED PRIOR TO CONSTRUCTION OF THE LOTS' FOUNDATIONS. A GEOTECHNICAL ENGINEER SHALL ENSURE AN ADEQUATE SUBBASE AND 95% MINIMUM COMPACTION HAS BEEN ACHIEVED FOR THE RESIDENTIAL CONSTRUCTION. A STRUCTURAL ENGINEER SHALL ALSO APPROVE THE FOUNDATION DESIGN FOR THE RESIDENCES. 7. THE PROPOSED POND SHOWN TAKES INTO CONSIDERATION ROCK DISCOVERED BENEATH THE SOIL IN THE UPPER LAYERS. THE PROPOSED POND GRADING SHOWN REMOVES EXCESS CUTTO AVOID CHALLENGING CONSTRUCTION & DISTURBANCES TO THE ADJACENT SCHOOL WITH BLASTING. THIIS POND GRADING ELEVATES THE FACILITY &ALSO REDUCES THE NEED FOR RETAINING WALLS IN THIS VICINITY. 8. ALL CROSS DRAINS AND UNDERDRAINS SHALL BE INSTALLED PER VDOT STANDARDS FOR THE PROPOSED ROADWAYS. 9. THE PROPOSED PLAN CONNECTS PROPOSED STORM SEWER, SANITARY SEWER, WATER LINES AND ROADWAYS TO EXISTING INFRASTRUCTURE RECENTLY CONSTRUCTED. THE CONTRACTOR SHALL VERIFY ALL CONNECTIONS TO EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION AND ORDERING. SHOULD THERE BE ANY DISCREPANCIES, THE CONTRACTOR SHALL NOTIFY COLLINS ENGINEERING IMMEDIATELY. ALSO NOTE, THE CONTRACTOR IS RESPONSIBLE FOR MODIFYING THE EXISTING INFRASTRUCTURE AT THE PROPOSED CONNECTIONS TO ENSURE THE PROPOSED DESIGN COMPLIES WITH CURRENT COUNTY AND STATE REQUIREMENTS. 5L i 66 ams a s•' C•C TTP. #8 83 5 TI a�'� c 1iYP. V-�^� + N0. B GALVANIZED STEEL STEP >,� ;;RASE RO.REBIF RttB A SaREasGtr REsSTavr RLlER DR aTA,Ea'. 74A APPROVED !6Y THE L � 4 I i aa" c�waET£R , ._� � ` •' �.�. ____ T T � � � I TT I T_? I T_ T -I T T T-.• PLAN �A Tmcx s v�aRIE3 PLAN _LN -M4 REWFORCM RUO TYPICAL SECTION 525 -C. Aa CONCRETE CLASS A3 CONCRETE ,. SECTION A -A 12 NOTES, SECTION 8-13 L THE STM6TASD 9df57Y 5Li9 (ffiL-ri IS TO EE y8E4 ONLY WHEN SPEOi£IED FA THE PLANS 9N i'NE 4RAVNA4E SW>VAAiiY S44FT AN9.f4R 11# DRAD4IF,E DESGR7PTi9N. FOR MAIiN4tETs, dLa�:CTlON 00%ES. MIO DROP NAEi5 WITH P£tGlkTS GREATER THAN 12 FEET. THE SPAGNO OF AAlA4'ENT SAC'ETY SLtBS 'a74.AlL ffi: $'YO T3 wFIN NO SAiETY SLAB LOCATED WITMN 6 FEET 52 Of THE TOP OR SO'TTOEF OF TIE STS_ 5AFEBY aA6S 5HAI.L NOT BE LOCATED BELOW MY MV WE 4F 'M•• IPMETER OR 9REATER, T, TME C95T OF TM %-I 75 6NCLM,M IN THE CAST OF TM 37RUCTURE, pq CASTfkART444 PLUM DRAWINCm. 3, ACCESS OP 'S AM T9 P,F STAGGERED PYROM ONE 510€ OF SYRWME TO iF£ MIER WHERE APPLICABLE, STEPS AWE TO BE STAGGERED ACCORDIMLY. N 5 BARS as e" C. -O iYP. 54 xF A, SAFETY SLAB MAY SE CAST -IN -?LACE OR P -CAST. CAST-RgLACE TE"To BE CLASS A3 Qm PSI), P1iECP5T CONCR€, IS T9 9E A4 0M PSI). ftk3�,AiC;N6 .. . . �--�.",j'. �' STEEL TO BE IN ACCORD.mdtE W17N iw3wTO M3L ''" '•'.•r ^ 5. ACCESS OPENINUS MAY BE 30" CLACIER OR .YO" 5DUAi�. WHEtA STR4%%£IAtE WIDTH LESS. THAN 34•• Ttc ACCES5 OPE"m SMALL DENTtSTRUCTWe WvTM @Y rE LONG). j_ _ -48.6 TYPICAL PRECAST UNIT �Vtxar TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, -DRNG. ) ROAD BRDCE srANaARos MANHOLES AND JUNCTION BOXES VRrANA DEPAATMEHT OF TRANSPORTATION wz SHEET r a i xEwswu RATE tOG.d4 (1.6' !S/L- 510 1 530 EXISTINGAD ' .GRADE 525 PROPOSED; 1 GRADE, -- 520 18" CL III RCP -96.18 LF CSD 7.20% 515 STR:4 DI -3B; L=4' STA. 1+04.69 TP 523.99 INV IN: 513,82 TO 50AB INV IN: 510.89 TO 510 INV IN: 512.57 TO 8 INV OUT: 510.79 TO 2 505 I i 505 C) O Lil W CO 06 tt7 4 WL C,4 LLn 0+50 1+00 STR 5oA - 4 530 530 3') MH -1 sr -T + N0. B GALVANIZED STEEL STEP >,� ;;RASE RO.REBIF RttB A SaREasGtr REsSTavr RLlER DR aTA,Ea'. 74A APPROVED !6Y THE „�}� I� o MSIO MUFAER, DESM�7N MAY VARY WITH MANUFACT4W£Ra UES%%+'i W GRADE j I �N RESISTANT AIATERtlN. 98 525 _LN -M4 REWFORCM RUO TYPICAL SECTION 525 °e INV - P�OPUSE 12 I I iV y.. 52 NOPES° STEPS WILL Et PEOualI N ALL STRUCTfx�3 WITH A DEPTH OF GREATER UKEESS OTYERMSE N°T£D ON THE PLAN$. ;9 TUBE WALL PROTRUDE 4%P FROM INSIDE FACE OF SILL STEPS MAXIMUM STEP SPACING TO BE 16" C -C Ifa, R 515 STEPS SHAL YflT715T00 A TdINiy6M FORCE OF 300 PO4MDS WHEN €XF6aIDEC 4Ft" CROM TIf6 FAGS OF THE SNRT, TYPICAL SECTION (iTYPICA SEAT VERY W17H M7A14FACTURER'9 DEVs M W MiWX W 3" EMBEDMENT STEPS ARE TO BE VERTICALLY A032" AND UNFORMA.,Y SPACED FOR THE ENTIFE MPTN OF ANY STRUCTURE. iN PRECAST UpTS 5FF3'"s AIAY »OAST fi RAGE MORTARED UNTO HOLES DROVIDED BY T#fE FABRKATOR, OR D!IlVEF6 gTEPS C#FE4P10 iN tamaENSibN3, t0NF4GilRAT�Y7 MATERiA.S FROM THOSE SNOWN NAY AlaO BE LASED PRO`? IFFY MEET THE MM" REOUM "ANTS Sj WN }ERECIN AND THE CONTRACT CERTIFIED ESLREP S 0 THE PROP(15ED•1"BS©I7VTE I � HAS RETCH APED WRRT£N APPROVAL MIA THE ENGINEER FOR TOE USE Os SUST£P5. E4 15 rE ALL STEPS INSTALLSq SHA.L BE PROWD£0 WITH SLE'•RESISYAN7 WAC€S SUCM A$ i1a1T NDT LAY.TEP TQ, CCRRSaTELT KNCPt W (sA OWLED SLIR4'ACES. j_ _ -48.6 ;kkyruN STEPS SSALL BE FAHItaGA O IN ALCORDAVCE WITH � 4J1 � ,�� •x�� ASTM B22TL N.tOY 600b -T5 OA4fi.Y CCAT�EDTW�'4Tk 8t4 M O�Ua^. SIOLY'�E �T YYPE�'M1S�STOS SKOITICATI' ON TC -C-004"A, CAM1TT;G CONFORAi!NG TO FEDERAL -DRNG. ) ALUMINUM STEP , i EDS GxT a+ REFEAENDE STANDARD STEP VRRROM DVWTM'ENT C#' TRAISPWA{ION ROAD AND BRIDLE &TANDWOS R£VTWIO DATE I SF4EET 7 OF' 7 I (1.6' !S/L- 510 1 530 EXISTINGAD ' .GRADE 525 PROPOSED; 1 GRADE, -- 520 18" CL III RCP -96.18 LF CSD 7.20% 515 STR:4 DI -3B; L=4' STA. 1+04.69 TP 523.99 INV IN: 513,82 TO 50AB INV IN: 510.89 TO 510 INV IN: 512.57 TO 8 INV OUT: 510.79 TO 2 505 I i 505 C) O Lil W CO 06 tt7 4 WL C,4 LLn 0+50 1+00 STR 5oA - 4 530 530 3') MH -1 I I ... - 0+74.30 D0 TP=521.44 EXISTING? I� o INV IN: 514.10 TO GRADE j I INV 98 525 INV 525 16 INV - P�OPUSE 12 I I GRADE 52 20 I I 515 l 515 I f I E4 15 ILT 08" j_ _ -48.6 REMAIN I , i ` -DRNG. ) 510 , i I 1510 -ION OF , DIMENT I ANDON, s Y I 505 505 J LLI p C7 C7 W W N N N J Ln N to Iii ` i STR: 16 VDOT STD MH -1 STA. 0+74.30 TP=521.44 I� o INV IN: 514.10 TO 12AB INV IN: 514.76 TO 18 INV IN: 514.76 TO 20 INV OUT: 514.00 TO 12 PROPOSED 012" CL. 52 DIP W/L (1.3' W/L- DRNG) L III RCP LF Q% 530 525 ;ISTIN GRAD STR: 12 DI -3C; L=8' 520 STA. 10+25.96 TP=521.24 IINV IN: 513.70 TO 16 IN V OUT: 513.40 TO 2 STR:2 VDOT STD MH -1 515 STA. 2+18.35 TP=521.53 INV IN: 510.22 TO 4 IINV IN: 511.22 TO 12 INV OUT: 510.12 TO 510 505 > 530 525 POSED DE 520 V � OPOSE 012" L. 52 DIP /L 515 24" CL 111 RCP 25.96 LF @ 8.39% 505 Ld J Q J Ln Li Lj.iFN I� o N C7 U' 0 � L� N � W U_ f - ;' TK 0 � j SCOTT R. COLLINSZ� CDi ri t-) No. 35791 11- 10 L 1 -IOL , � PSI O G, ; E 1''Jt�LE OF f 7! Y r i iV r. 'vAi_F. C. L: I�tI _ [_'Ni f_�I\ . I S ( i 10 :` moi i) C) f'� S I L L; D I V t:_. I\ i� IJ R A I I`�I G I_- AWAY r �`�J�� I J () VL: L1 I�EN I, Cr�I_ IG n ,{IG H POIN]i j I 1 Ir APPROXIMATELY Ai 'rlE ' NOTE: i r r -r / .' AT THE TIMEOFABANDONMENTRf__.._ i / �-DJOINING I R(�F cI�.Y U.,I.It-• 1 / BOTH THEWRTERLINEANDSANITARY + (v j;z w s 1 4 1 03 J` PROPETY ; SEWER LINE THE CONTRACTOR SHALL :1 r� / r r i LIMITS (TYP•,) j , ' ' t FILL THE PIPES WITH PLOWABLE FILL. � ?, 1 / 14-p 0 � � � : I f •.a 3U. Ui 5`..: v`�ey3:4tSC�:•.s,:o'P2J :tl;. ; ; 2 ,.• l A-SB--UILT 1 w U XISTING MH'FSE GCLu ;37FFA_.539.93 1 i93 E=536.66 f 5�.a _ _ / I5fi i i ' I i y 33 93 5a2:6e .' a m ! ' !' i`1 U7 i'f=f ;3 , 9 / BS,MT= 1 B3 11 T= ''`3St3T ' t .. 53"3 518-33/1'5z7.F>U 1 I f: .: , i 7 - xT- 1___M do. C � N LLI / cz BSNIT- ,B iMT- r C24-3.3 ! '' r '' ;�� y)!/ > -Lu Lu l.ia.i t�>3/'I .26'%' f.� �i�.i5.<L I ` .v .r• />L? r J iii''' ..... O BE ABANDONED' c j h (TTP.) Lu - AS BUILT Ii /}!� EXISTING STREAM TO A' Vi .MNG r + Lu Y " , , s{ REMAIN j R N UNDISTURBED {TTP,)__. THIS y g Y1'' / . L' -q-,. _ � Y'. i � ' / ViL�. --'r-I I L A B 2 �l a' a" i ! � � { r'� ` ! / • '/ �` � ' I+ , 5G _ E�X,15TING Tt:NJPORAI�Y k /.. __-` `I OUTFALLIIG UVTOTHI J `„ 5 � •,.SE IMENBAINIT0;81 BMST= 22.00. "fid REM VEQ, D''ASANa�ON E 12 EiE N G�TA Y„ 521.47 SS ! " . j'.5 . l WITH THE FRQP PROROSIr FFE-532.20 \VDOT STD ` ;i•. l RE-01.,10-1�D,S O .-t BMST=522 50 W-2PC 4SEW R t d � , I I tI 711, , _ ;0 11 1 FFE-532.20? _ -. C A D �, BMST=522.60 Z � - - + ( � ` / ff � �.. / •.'�� _ _ ( -- I \ - yP l I , 1 i © Z' r , �'\, FFE=532.2'0 " i, ` % -••--:--. A�T` UIL\T EXIt TviN0 _ i , r., 1-APPROVEDAMPACTS yQ lOI�1S GR�i�w BMST-522.50 4 ? TO STREAM TTP. > ( ( ) _. .aS s. M / J�1 q. i M THE' � IATO ( WPfl,#r2o13000yy -"- s. SURVEY' (TYP'.} ' - „ AFF=5 .20 1 I ij,I i WSE-510 BMST 22 60 XISTIN t 7EMPC RY w , 4G 83 I I {� 7zEffil _-WH NECESSARY, ,-. FFE 33.53 ;_ IT T E PRi3 W I -i H_ O O D rt r' RECQNF(GURED°-STORIVI I 3 rl SEWER -_ _ -- - - - - - A 1TF �t f �521. 2k \ 't T� b3,725:] r�Nf; 1 _a NIT '' BSN? T _ 1 !3SItt I = \BSMT= ° '' S2' .6 TC 53 �c r 535• I 533•srx\ 53a'50 52L5.p EP CC2INBINATIOt+> OF SKIT- \ BS u1T APPROVED & FELD �9.5a i527.50 I VERIFIED GRADIN''q (TYP.): � FFE= 5471 i i FFE 545• nFE= 543•"-;) SFE 54? 1 FFP, 53.1 1I F 53X " --/ 22.5 K 1 5E 1 / f• _ y j6{AC2UAT9C BENPH , it f, ,Y §f 1 t 4 ..i A 4' SAI/ TY BENCH 4 o:rr 10t Z3 40 T 52 C s r � r` ( `f . n'i' M is 1' 1 +- -- / 10;tARTHEN i I GRADED ACCESS MH 3z' 10 - WITH SLOPES<20% 22.67 T\rrn I522.3- \ 5 bEGFAW STREET/ I r W, .` 6 (VAR[1ABLE'WIDTH Pf tIVATE C) f RAY) f 25; 'T 524.87 EP -DE 'ORATIVE f1 OUNTABLE' ISLAND, FLUSH WaTH THE ' I , 15 4 ° 54? t t4P 1'4 s. T" l~4z. _SN IS��J 13?.c 7'4Y X35 x 1!. J1 0+00 1 f �E4'�•4 3 543.t, BW ; 54� 4 f "V 539: td BW 537.dT BW 535.4 W 535 ;B? d \ PROIERTY `S52_� TtN I 1Llm'ITS` ' 549'S B`r'a` j AVINITY LOOPtDEGRAW STREET IS THE(TY P.) r 2/ THROUGH ROAD (SEE PR FILES & ✓' GRADING). l'O MAINiWN THROUGH -ROAD ' `GRADES ALONG THE ALIC;NNIENT, A ; 1 REVERSE SLOPE? CURB & SU.PERIEL6JATED t I l i` PAVEMENT IS PI20P6SED P;OR ?iHE`STUB ! / OUT, WHICH DIREOS RUNOFF STR';10. NOTE: ALL YARD DRAIN SYSTEMS TO BE INSTALLED E ! 1 BYTHE BUILDER WITH THE ASSOCIATED BLOCK OF _ TOWNHOUSE UNITS. ALL YARD DRAIN LINES TO BE TIED INTO THE STORM SEWER SYSTEM. / f 71 'I NOTE: 1. VDOT STD. SL -1 REQ'D ON STIR 2 AND STR 4 2. DRAINAGE STRUCTURE STEPS REQUIRED ON ALL PROPOSED STORM STRUCTURES f 1 / ASI HALTrTOP ORT/ f PROISOSED,VDOT D. EWT1 PC ; NOTE: GRASS COURTYARD (PROPOSED WITH THIS PLAN, CONSISTENT WITH ORIGINAL AVINITY I ' ' APPROVED PLAN) IS CURRENTLY BEING USED FOR A STOCKPILE LOCATION. CONTRACTOR SHALL STABILIZE THIS AREA AFTER AVINITY II _ CONSTRUCTION OR THE ADJACENT TOWNHOUSE ri CONSTRUCTION, IS COMPLETE AND THE STOCKPILE �! IS NO LONGER NEEDED. /GRAD'HNC SCALE; l 020j 40 ` 80 180 IN FEET 1//inch =j 40 ft, NO TES: 1. HDPE IS AN ACCEPTABLE SUBSITUTE FOR ALL THE RCP PIPES AS SHOWN ON THE PROFILES (OTHER THAN THE CULVERT PIPES) ALL CULVERTS AND OUTFALLS FROM THE STORMWATER MANAGEMENT POND SHALL REMAIN RCP PIPES. A MINIMUM OF 2' COVER OVER STORM PIPES MUST BE PROVIDED. 2. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. 3. ALL FILL MUST MEET 95q COMPACTION. 4, MINIMUM 3' OF COVER MUST BE MAINTAINED OVER SANITARY SEWER. 5. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L 6, MINIMUM I' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED, 7. VDOT STD. IS -1 INLET SHAPING REQUIRED ON ALL STRUCTURES. 8. VDOT ST9 SL -1 SAFETY SLAB REQUIRED ON ALL STRUCTURES GREATER THAN 12' DEEP. 9. VDOT STD ST -1 STEPS REQUIRED ON ALL STRUCTURES 4' DEEP OR GREATER. 10. THE DUCTILE IRON WATERLINES SHALL BE WRAPPED IN POLYETHYLENE ENCASEMENT IF NEEDED BASED ON SOIL CONDITIONS, WHICH WILL BE TESTED AND INSPECTED DURING THE CONSTRUCTION PROCESS. Eb 7.D U-1 �7 c a�•s s Y a 4 ` z hr ' 4 x 4 +. 1 A • 7 H � 4 r� i i u:. l��T•' ' . • • C -O O O U •- O O -a C N p � U -O O U cn > II 'm C) p c 5 O 5 10 FEET E I - E= - 1"=5' VERTICAL- SCALE: 50 O 50 100 FEET HORIZONTAL SCALE: 1"=50' PLACEDPROFILE NOTES 3.. ALL FILL TO BE COMPACTION. 2. MINIMUM 3'OF COVER MUST BE MAINTAINED OVER WIL. 3. MINIMUM S.i`OF VERTICAL . a Ra FROM STORM SANITARYSEWER & W/L AND j..S'OF SEPARATION BETWEEN W/L & PROVIDED." 4. ALL ROADWAY EMBANKMENT MATERIAL PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM . NOT O BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 5. CONTRACTOR ) VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER, STORM SEWER, WATERLINE & SANITARY SEWER PRIOR TO CONSTRUCTING THE EXTENSION OF ROADWAYS. NOTIFYTHE ENGINEER OF ANY DISCREPANCIES » A THAT .. THE TIE-IN CONNECTIONSA R ADJUSTED ACCORDINGLY. 6. THE STORM SEWER PROPOSED IS VDOT STD. CLASS III REINFORCED CONCRETE PIPE, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE CL. III RCP FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22 2" SM -9.5A Location W�.ADT SURFACE COURSE ! Y-4" BM -25 I I LOW PT ST; : 8+5.46 I! INTERMEDIATE COURSE I OF �oC 8" COMPACTED AGGREGATE 9+87.50 I BASE COURSE, VDOT #21 A 583 �c OR #21B DEPENDING ON DROP INLETS, STORM- \� ULTIMATE TRAFFIC LIMITS ! LOW I PT EL ---V: 52.30 ZIf3 AND UNDERDRAINS I r COMPACTED ND SANI7ARYSE SUBGRADE 5 STREET PAVEMENT NO SCALE i SURFACE COURSE 6" COiv/PAC AGGREGA TE B COURSE, VDOT A COMPACTE SUBCRADL_ PARKING PAVEMENT PARKING SPACES NO SCALE 7+00 7+50 8+00 8+50 9+00 9+50 20 MPH DESIGN S'P'EED YY DEGRASTREET BEET 530 10+00 10+50 11+00 530 Location W�.ADT + ! I I I LOW PT ST; : 8+5.46 I! 1 I OF I 'LOW PT STAB I 9+87.50 I I 583 LWEXISTING I T IND MANHOLES, DROP INLETS, STORM- 2. 12;25 ' ! LOW I PT EL ---V: 52.30 ZIf3 Ef 0.6 I LOW PT ELE 524.72 ND SANI7ARYSE I 5 540 12 0 .I SM,9.5 i CONTRACTORSHALL 1 PVI STA: 9+00.00 i !MODIFIED OR CONNECTED IQQTIFY I PVI STA: 10+150.00 - - PVj STA: _521.26 - 2+49 01 ! 54-0 REMOE EXISTING B.O. I I !SHALL N EN(3INEER POIOR P/!520.15 { ! 1 PVI E( EV: 52.85 ASSEf�iBLY&CONNECT -�:-- ! PROPOSED 4" CL. 52 DIP I ( CONSTRUCTION OF ANY DISCREPANCIES. I j ( LVC:5�.50 IBVCS . 10+0 i -.68 _ ..... ! , K:1�7.41 I ! 1 I I_..... ! I K: 25. (DO I ! I IBVCE: 1 526.612 PRQPQSED.. I I SVCS: 13+28 I I I i LVC:1i65.00 ; I I ---'__ i n , ; , � [ '... _i LVC:1 25.00 I GRADE - - - f - --- - - LO . _ _...... 1 _ . _.. --- ._.. I I , I EXISTING iLO O ! 9+871.50 BVCE• 1 52 4.2 � ° O� TEE w/ O ! 53 -� !IGRADE i -- - -- N --- -BVCS: EVCS: 11+12.50 S 534.1 � --__ - S3 5 j (1) 4" GV TO CONNECT TO'. i �; I I+ LO EVC ! EXISTING 4" W/L 0 1 1 1 i I t I I( tii v! I U �mi W� ( m W I 7 1 ! JU w U % ! I I i :' i I N N 15 I I iI I I ! i [ sz" HORIZONTAL -2.00i % : fIIf [ I VD 1 ,STD. EXISTING ROAD !t) I it) Ln � In 530 --- 45° W/L -;PROPOSED f - I , f [ 4 I I I 19 [� I I I GRADE j.2" VERTICAL i 530 TO MAINTA [ I TA 10+00.00 IELEV. ---- I I 45 W/L BENDS i i OVER (NOTE 510 _W/L-...._... ( DRNG) 1 ; I MH -... .....-----.. .._.-.. I i _ 2 -MH 2AB 3 _MIN. ------ ..� (TYP.) __' :GRADE .... 510 4 _.._..._... A ,525.39 OF (t.0' --------------------- - _-------- W/ - S/L) -- ---------------------._.........-- PROPOSIED _ I TICAL EXI TING 424" RCP SEDIMENT I PROPOS D.I. WA`IERLINE I D 8" CL. I VDOT STD. ASBUILT ! ( ; STA _1 C1 i ELEV. +50.0,0 X28.60 ABANDON. HORIZ WI BEND CENTERLINE ( 525 1 ! (2,.3' W/Lj' DRNG & i I -- ; ; MH 3.o - i- -- - - i j 515 505 I 525 [ - -- --------------- ------ -------------- I 1 -FUTR€ COAD: [ ----P-R>riPOSE --_.. C.© 1 1 - - - - ----- j 500 GRADE { NOT PART ! ROAD GRADE VDOTi STD. 5.00%, ! j !�i I1 j PROPOSED 152° OF TH15 I PLAN}! i CD- 2 _. ._.. ...... --------_. �z" HOE�IZONTAL 45° WCL BEND j ;WVE/LRTEIECNA 4 I 4-95 ! II P O POSED' i I i 'APPROXIMATELOCAT ION : OF EXISTING iz" DI 5 G 00 Cf)I + 520 _-I I ___ I I --__ _._ MH 3 i 1 -_ _--._---- _._.__-- - _._i_ _ _.. _ _. ___ _ _ I __ _ _ .. I ___-- ROPO ED 22"X# w 1 12"x8" RED tom.,---- (2)12'iGV&0.)8"GV (INVERT p2 `EE TOE PROPOSED CER ----- - .d±). CONTRACTOR 12" CL. 52 DIP W/1--C-C f SHALL CONNE�T W/L TO THE EXISTI!'N „ SFD_iz�_x� �S%\/ G520 I - i 1 i f ( I (3.5' W/L- DRNG & I (6 _..._..._ �--- ...._.. !....._ _._...._..!.._....._, _�.._ APPRO�JMATE QGCATTCSN OF EXISTING-iz» P {(iVVER1 4g6.o`+). - - 4 i i ! Q i 1. S L-DRNG. / } a WITH A 12" TS&V. ! i 490 j i j TRACTOR SHALL INSTALL A xz" PLUG, BEING ABANDON WITH F `OWABLEFILL. PROPOSED ai" TYPE A B.O. ASSEMBLYw18"GVCx M 49 J m i IEXISTIG ROADWAY CURVE � N 00 - .LJ Ld LLJ 505 M} N n� Cy d i I 0O L0 n rn ¢ j1 �F !moi _j O j CONNECTION n�y (.iii [ 1 �t O Ix p q v r W tsJ � Co•} I , N N r N N -- -- �,t OJ _. Z LU� `i- I. -LU I j 1 LO LO LnLO LO tf) [ sf) Lr) to F---Jc 9 I J _ �a I I I i [ Ot Uj I 510 {tel NOTE: i I -GRAD -E -0 DRNG & 1.0' --T/L-DR Z +- 510 RE PR"0?_(MElDUX_ AD SH fN1 O`NTf rS-PFFOFILE-_- + °O 1 8 j REFLECTS MEDIA ASPHALT !�S APPRESENT TOP COAT ELE VATION5; WHERE THE CONS RUCTION STAKIN I z Q I I LU F: � w� 1 508 J HALL BE AI TE A R IN L FOR THE MEDIAN. U) ( z (1i (- d cin ( LU n 0 0) O i co CO I,r) D (D CO i) 00 ,_ 13 f W n N r N0 04 _ C`1 N N N N N N r� NO1 0 Ln Lo LC) 7+00 7+50 8+00 8+50 9+00 9+50 20 MPH DESIGN S'P'EED YY DEGRASTREET BEET 530 10+00 10+50 11+00 530 0+00 0+50 1+00 1+50 2+00 2+50 2+75 Pavement Design Ems= I.0 Location W�.ADT ! HCV Design ADT :UTILITY !CONTRACTOR i OTES: SHALL VERIFY I LOCATION & DEI,TH I OF Sufi -base h a D Auttily Loop t 0 583 LWEXISTING I T IND MANHOLES, DROP INLETS, STORM- 2. 12;25 BM -253 2.f 5 ZIf3 Ef 0.6 _._............----------- ....... .... SE ND SANI7ARYSE ' ER PROP',OSEIS TOIBE__..._..___-- 5 5 12 0 .I SM,9.5 2 12.25 CONTRACTORSHALL jFl5 2113 i !MODIFIED OR CONNECTED IQQTIFY WITH. CONTRACTOR - - - - i j - - PVj STA: _521.26 - 2+49 01 525 REMOE EXISTING B.O. I !SHALL N EN(3INEER POIOR TO ORDERING AND PVI ELEu:520.74 i I ASSEf�iBLY&CONNECT -�:-- ! PROPOSED 4" CL. 52 DIP I ( CONSTRUCTION OF ANY DISCREPANCIES. I j I I I S/L. CONTRACTOR SHALL LUG/CAP PIPE INL�T & OUTLETS. ' LVC:5�.50 IBVCS . 10+0 i -.68 _ ..... I K 2 L . _._._....._ LVC. 1 i W/L 10 I EXISTING W/L I I_..... [ I I I ! I IBVCE: 1 526.612 PRQPQSED.. I SVCS: 13+28 1 __... i SSD i n , ; , � ._._ _ , , 5 30 I GRADE - - - f - --- - - - ' _ _...... 1 _ . _.. --- ._.. I I , 520 ! WITH FL''OWABLE(FILL. PROPOSED 22"x12 TEE w/ O ! 5201 -� _ 12" GV, (i) iz"x4" REDUCER --�-- &- - -- I II j (1) 4" GV TO CONNECT TO'. i ._E_./_. ; I i9._... .�." _...- .......jIIiI EXISTING 4" W/L 0 0 O 0 �'525 0 0 0 ` to O O - V) O 525M I (PROPOSED 12" VERTICAL 45° W/L BEND I i N N N 15 N N rrj rj nj CO N N V) C14 C14N L � N LO iI !II PROPOSED sz" HORIZONTAL -2.00i % : fIIf [ f 515 VD 1 ,STD. ! II 1 •0 0 o !t) j it) Ln � In 520 --- 45° W/L -;PROPOSED END ------'--- - (2.0'�-Sf! [ . 19 [� I 17 - j.2" VERTICAL i TO MAINTA (1.3' IPWJLCL ---- I I 45 W/L BENDS -- - 3' OF DOVER TIME OVER (NOTE 510 _W/L-...._... ( DRNG) -�� -W�LT jDR _ ; I MH -... .....-----.. .._.-.. I i _ 2 -MH 2AB 3 _MIN. ------ ..� (TYP.) __' :GRADE .... 510 _.._..._... A PROXIMATE LOCATION ------------;------------ -- OF (t.0' --------------------- - _-------- W/ - S/L) -- ---------------------._.........-- PROPOSIED _ 1z" VE ..._...._._.-_._... TICAL EXI TING 424" RCP SEDIMENT PROPOSED 12'I f ; 45° W/L BEND I 50AB-4 I ! ( 8" G TO CON j XISTiNG,8" &:L2" BAST BARREL TOB ABANDON. HORIZ WI BEND CENTERLINE ( SHOWN) ( 1 ! (2,.3' W/Lj' DRNG & 5!O5 I -- -- - i - i- -- - - i j 515 505 I [ - -- --------------- ------ -------------- I --- - II I I 515 5100 j 500 CL I r 12AB-1 fi !�i I1 j PROPOSED 152° � I ASBUILT , MH so I t _. ._.. ...... --------_. __ ... * ...._... ...... _............. ;WVE/LRTEIECNA 4 I 4-95 ! I I _ 495 ! ---- ( 00 Cf)I + PROPOSED 12" I 510 w HORIZONTAL 45° - ! 1 W/L BEND, IJJ i , (6 _..._..._ �--- ...._.. !....._ _._...._..!.._....._, _�.._ APPRO�JMATE QGCATTCSN OF EXISTING-iz» P {(iVVER1 4g6.o`+). - - Z : i r i I Q i CONTRACTOR; SHALL TIE INTO EX. 12" W/L WITH A 12" TS&V. ! 490 j i CON WATERLINES TRACTOR SHALL INSTALL A xz" PLUG, BEING ABANDON WITH F `OWABLEFILL. & FILL EXISTING I 49 J 00 0 O 00 N 00 (0 .LJ Ld LLJ 505 M} N n� Cy d i I 0O L0 n rn ¢ !moi _j O UJI . N O r- O .- 0+00 0+50 1+00 1+50 2+00 2+50 2+75 Pavement Design Ems= I.0 Location W�.ADT ! HCV Design ADT CBR SST Dr.: Surface h a Rase b a Sufi -base h a D Auttily Loop 583 0 583 S 5 T 0 SM -9.5 2. 12;25 BM -253 2.f 5 ZIf3 Ef 0.6 16 05" .. IDegraw Street 583 0 583 5 5 12 0 .I SM,9.5 2 12.25 BMt 25 13 jFl5 2113 8 l0,6 --- _.-- TRAFFIC GENERATION TRIP (BASED ON ITE TRIP GENERATION MANUAL, 8TH EDITION, (CODE 210) 7 PROPOSED TOWNHOUSE UNITS (AWNITY 1) 7 PROPOSED TOWNHOUSE UNITS (AVINITY I) + 50 PROPOSED SINGLE FAMILY ATTACHED + 14 PROPOSED SINGLE FA MIL Y DETACHED UNI IS (A !✓ENI TY 11) 41 VPD (20.5 EN TER/20.5 EXIT) 468 VPD (208 ENTER/208 EXIT) AM PEAK. • 3 VPH (1 EN7ER/2 EXIT) AM PEAK. 36 VPH (7 EN7ER/29 EXIT) PM PEAK. ° 4 VPH (2 ENTER/2 EXIT) PM PEAK. • 44 VPH (29 ENTER/15 EXIT) EXtS7lA PROPO5E1 J EXIST. G1 11+50 12+00 530 525 520 515 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 20 MPH DESIGN SPEED AV1 I NH TY L 0 0 P ON N z:2 pr)z :2O O I- +- N= W< _ Lo O OC) r, n OO O~ 0 6�) N= n f) LO !I I :20 O n - ¢ ,- ; CONTRACTOR sH, ALL ADJUST THE I IM � d � Z 0 Lo r ; z r �- ; L6 �'� ( ELEVATION FOR ASBUILT MH so I Ep Q ~ _ ... .. _;. _ `- (EXISTi!1tIG 121M z4 80') TO BE FLUSH _..._......_..J� .....L__. _.._.. �CJtf)�j f- On. ( -- � CD t ( WITH T -01E PROPOSED TOP SURFACEI OF 1 ------ --; - ----- --- 1------- - - I - t( i 'N Lrz z0 ASPHALT AND TAMPED 1C/ON CRETE O04 �z d {"ROPOSD RIM=S "4.29') Lli O------------------- ---------- z -----------}-- ----- !--I j!EXISTI ` GR AD E0 ✓ 0 fi -- -- I i o`erCj i s I 0LO j -I i I PROPOSED 8" I 00 N CL.;Sz DIP W/L { 0 -4 _ _ W/ ----- - ---- - - - - j - -- ------ - --- SI/Q ---- - - - ' -- -- - ------ --�- (6.5' L ) _ - TROPOSD 32'--- j t' I r I CL. 52 DIP WI I 50A - i �'! ! INSULATE _ zz ! I(4. WfL- h - I { �» i NG� I I 0' 6' S DR SE ER MAI S/L L_ j. __ ._ f rt ; ! , ► @ ! • 166.39 14+00 14+5014+75 c' _J m V) •Q 0 F_ 0 0 i� 00 to C14 U� + N O n 1-0 (0 0 > z 530 PROPO GRADE 525 520 8" CL. 50 DIP 186.69 LF ® 0.65% i 515 510 505 500 ! `+3' LOW RT STA + 10 66.18 I I I I LOW PT ELE : 524:39 i LOW P, T STA: 12+;49.01 I LOW ;PT ST i 13+33.48; , ( ABANDON ENTNCi,TES: } 1 CONTRACTOR SHALL PHYSICALLY DISCONNECT EXIStING SEWER 535 I.. ;PVI ST A: _ LOWJPT �L' V: LOW PT EL V: 521.88 535 __........_ L..-_ _ ( LINES OUT OF'ASBUILT MI1so' OUTOF'ASB ILTMH i'& INTO - _-_.--I --- _.-- - -- P VI E LE V: 524.99 - - - - i j - - PVj STA: _521.26 - 2+49 01 -- - ' f ���`- i PVILEV:51.82 - ! --- I 'EXISTING MH' DURING TH ABAND NMENT/ RELOCAI1ION OFT E ! K:17.00 j I PVI ELEu:520.74 i I j K• 2 0 I I I j I I I S/L. CONTRACTOR SHALL LUG/CAP PIPE INL�T & OUTLETS. ' LVC:5�.50 IBVCS . 10+0 i -.68 _ ..... I K 2 L . _._._....._ LVC. 1 .,25 D5.00 __L- VC I 0 1.0 0 I I_..... [ I I I ! I IBVCE: 1 526.612 ; I SVCS: 13+28 48 __... i SSD i n , ; , � ._._ _ , , 5 30 I f i � EVCS 10+6 I I 6 .18 I I i � ! � ! BVCE: 521.92 [ i I i 3 5 0 EVCE + 4h WITH FL''OWABLE(FILL. 5132 1_ C+ EVC � UD_2SSD=338' , I II O IfII i ._E_./_. ; I i9._... .�." _...- .......jIIiI U 0 0 O 0 �'525 0 0 0 ` to O O - V) O 525M Lt! Li10 Ln O M O N N N N Ln N N rrj rj nj CO N N V) C14 C14N L � N LO iI !II I I -2.00i % : fIIf [ ;EXISTINGRADE G� !I VD 1 ,STD. ! II 1 •0 0 o !t) I I it) Ln � In 520 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 (2.0'�-Sf! [ . --2 .06i %- IPROPOSED GRADE 'PROPSED12j 520 CONTFACTOR TO MAINTA IPWJLCL ---- I -" -- - 3' OF DOVER TIME OVER (NOTE WATER LINE WATER LINE I� AT ALL THIS ! ! I I I PROPOSED 32"x7 i �z" GV, (3.t 12"x8" RDUCER TEE w/ Viz) � (z) LOCATION ESU GRADIENT FR01 GRADE LOWER I 50AB-4 I ! ( 8" G TO CON j XISTiNG,8" &:L2" ECT TO ; WATERON, ..j. MEDIAN CENTERLINE ( SHOWN) ( 1 ! (2,.3' W/Lj' DRNG & 515 ; I 1.6' S/L-DRNG. I I 515 I r 12AB-1 fi _.. I ASBUILT , MH so I t _. ._.. 1 V E N' �I1 I._ ® --- DRNG)I -- ------ .�.._... I { I MHz I 1 0� ( I 510 ! ---- ( 00 Cf)I + -' J ; I uJ l; I 510 w - 1 IY I IJJ i , (6 Z : i r i Q i i s 505 i I i I z I1 _ Cot 505 _j O �_ . N O r- O .- W tsJ � Co•} N i� N NC. N N N N r N N r N C. I"7 N N r i CV C9 CN W ti LO LO LnLO LO tf) � sf) Lr) to 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 20 MPH DESIGN SPEED AV1 I NH TY L 0 0 P ON N z:2 pr)z :2O O I- +- N= W< _ Lo O OC) r, n OO O~ 0 6�) N= n f) LO !I I :20 O n - ¢ ,- ; CONTRACTOR sH, ALL ADJUST THE I IM � d � Z 0 Lo r ; z r �- ; L6 �'� ( ELEVATION FOR ASBUILT MH so I Ep Q ~ _ ... .. _;. _ `- (EXISTi!1tIG 121M z4 80') TO BE FLUSH _..._......_..J� .....L__. _.._.. �CJtf)�j f- On. ( -- � CD t ( WITH T -01E PROPOSED TOP SURFACEI OF 1 ------ --; - ----- --- 1------- - - I - t( i 'N Lrz z0 ASPHALT AND TAMPED 1C/ON CRETE O04 �z d {"ROPOSD RIM=S "4.29') Lli O------------------- ---------- z -----------}-- ----- !--I j!EXISTI ` GR AD E0 ✓ 0 fi -- -- I i o`erCj i s I 0LO j -I i I PROPOSED 8" I 00 N CL.;Sz DIP W/L { 0 -4 _ _ W/ ----- - ---- - - - - j - -- ------ - --- SI/Q ---- - - - ' -- -- - ------ --�- (6.5' L ) _ - TROPOSD 32'--- j t' I r I CL. 52 DIP WI I 50A - i �'! ! INSULATE _ zz ! I(4. WfL- h - I { �» i NG� I I 0' 6' S DR SE ER MAI S/L L_ j. __ ._ f rt ; ! , ► @ ! • 166.39 14+00 14+5014+75 c' _J m V) •Q 0 F_ 0 0 i� 00 to C14 U� + N O n 1-0 (0 0 > z 530 PROPO GRADE 525 520 8" CL. 50 DIP 186.69 LF ® 0.65% i 515 510 505 500 AYINITY LOOP (PE,RPENDICFILAR PARKING SPCL'S) NOT TO SCALL' E EXISTING OR PROPOSED GRADE OU 21AYSLIV)77ER iKgYEt WAN TRAY£t WAY YARDS PARALti.1 AARXMtG SPACES TYPIC14L PRIY.4TT STREET SAMON' AVINITY LOOP (PARALLEL PARKING SPACE'S) NOT TO SCALE M ►7 TH 0 4 SCOTT R. COLLINS'� > No. 35791 111 0 Z s � s a _NAL _ ! `+3' M IN. j ! {TYP.} ° I 1 ( ABANDON ENTNCi,TES: } 1 CONTRACTOR SHALL PHYSICALLY DISCONNECT EXIStING SEWER _ ._..... _..._!..-._. ._. ......._....L-_ ........ ....._...._:.._...... I I _..___--_-i._ __........_ L..-_ _ ( LINES OUT OF'ASBUILT MI1so' OUTOF'ASB ILTMH i'& INTO I 'EXISTING MH' DURING TH ABAND NMENT/ RELOCAI1ION OFT E ! I i I I I I I I I S/L. CONTRACTOR SHALL LUG/CAP PIPE INL�T & OUTLETS. ' 4C� 5 ` I i ' I I 21 AT THE TIME OF A,BANDO MENT Olf BOTH TO, WATERLINES AND ( I 49 5 I _._.. __... ;. ._._ _ , , '_. ._ .__..._ -SANITAR, SEWED-LINES-TIME-CONT9AC-TOR-SMALL-FILfr-TH_EP_lP_ES -- ' WITH FL''OWABLE(FILL. 492 THE CONTRACTOR SHALLEMOVE THE SANITARY SEALER I I 1 MANHO ES TO BE ABANDON & CAR BOTH INLET & OUTLET PIPS. 1 I 4 92 w W J J 0 0 O 0 0 O 0 0 0 ` to O O - V) O Lt! Li10 Ln O M O N N N N Ln N N rrj rj nj CO N N V) C14 C14N L � N LO t1) !t) it) Ln � In 0+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 AYINITY LOOP (PE,RPENDICFILAR PARKING SPCL'S) NOT TO SCALL' E EXISTING OR PROPOSED GRADE OU 21AYSLIV)77ER iKgYEt WAN TRAY£t WAY YARDS PARALti.1 AARXMtG SPACES TYPIC14L PRIY.4TT STREET SAMON' AVINITY LOOP (PARALLEL PARKING SPACE'S) NOT TO SCALE M ►7 TH 0 4 SCOTT R. COLLINS'� > No. 35791 111 0 Z s � s a _NAL _ 0 C Z C r W + W v Z c Z .c W � U) L Z+ ::1 U J c Oc � C O T Z -r C N Q C O C i1. Z > t U C X '} N C N i � u c C L C a (n -i-