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HomeMy WebLinkAboutSUB201500100 Plan - Approved 2016-03-16LEGEND EXIST NEW DESCRIPTION 16$ TC x 125 TC TOP OF CURB ELEVATION 165 x 125 SPOT ELEVATION l e Tw x 125 Tw TOP OF WALL ELEVATION 16°Bw x 125BW BOTTOM OF WALL ELEVATION C4 ® BENCHMARK �-© STORM SEWER - RD — - —RD ROOF DRAIN File 5;113 ZOLS GC9 i G CG SEWER LINE _6"w — — 6••w — WATER LINE — on— — GAS — GAS UNE --- CHE-- - — OHE- OVERHEAD ELECTRIC WIRE —UM --- — UGE — UNDERGROUND ELECTRIC _CHT — — OHT — OVERHEAD TELEPHONE LINE — UGr --- — UGT — UNDERGROUND TELEPHONE LINE E ". ' .. DRAIN INLET (DI) TRIP GENERATION ® STORM/SANITARY MANHOLE C C PLUG ® WATER VALVE do BOX 5ITE PLAN OVERVIEW � 5 H E ET KEY 4- FIRE HYDRANT C4 ® WATER METER �-© LIGHT POLE -- -!! UTILITY POLE File 5;113 ZOLS GC9 i G CG PROPERTY LINE GRADING PLAN — - - — ADJACENT PROPERTY UNE C7 ® VACATED PROPERTY LINE BUILDING SETBACK — — PARKING SETBACK SANITARY EASEMENT - -- — GRADING EASEMENT DRAINAGE EASEMENT -- UTILITY EASEMENT WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE ----- -- FENCE STREAM — 312— _12— INTERVAL CONTOUR _300— — oo — INDEX CONTOUR CC -2 CG -2 STANDARD 6' CURB CG -6 CG -6 COMBINATION 6` CURB do GUTTER NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD PLAN FOR FREE STATE RUN TAX MAP 62, PARCEL 8 RIO DISTRICT, AL13EMARLE COUNTY, VIRGINIA LTA 14111041 h A''A R1 - - � I! IT, M11 b IMAGE PROVIDED BY GOOGLE MAPS GENERAL CONSTRUCTION ! FOR PRIVATE ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharges must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works Policies February 1997 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 10. Where rural cross sections are installled, all residential driveway entrances shall conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat Mined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pave.'nent shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices U J SHIMP ic. 0 45183 SIONAL C I ". ' .. CONCRETE PAVEMENT j SIDEWALK TRIP GENERATION RIPRAP — EX 15T i N G CONDITION 5 ASPHALT u GRASS 5ITE PLAN OVERVIEW � 5 H E ET KEY day EC -2 MATTING C4 — EC -3 MATTING Community Development Department Date WETLAND 10 10 PARKING COUNT File 5;113 ZOLS GC9 i G CG CROSSWALK GRADING PLAN HANDICAP ACCESSIBLE AISLE C7 ® CG -12 HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. ROAD PLAN FOR FREE STATE RUN TAX MAP 62, PARCEL 8 RIO DISTRICT, AL13EMARLE COUNTY, VIRGINIA LTA 14111041 h A''A R1 - - � I! IT, M11 b IMAGE PROVIDED BY GOOGLE MAPS GENERAL CONSTRUCTION ! FOR PRIVATE ROADS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Engineering (296-5861) 48 hours in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and standards of VDOT. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 4. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and must be installed prior to any clearing, grading or other construction. 5. Upon completion of fine grading and preparation of the roadbed subgrade, the contractor shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results shall be submitted to the County. If a subgrade soil CBR of 10 or greater is not obtainable, a revised pavement design shall be made by the design engineer and submitted with the test results for approval. 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 4:1 or better are to be achieved. 7. Surface drainage and pipe discharges must be retained within the public right-of-way or within easements prior to acceptance by the County. All drainage outfall easements are to be extended to a boundary line or a natural watercourse. 8. Guardrail locations are approximate. Exact length, location and appropriate end treatments will be field determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the Director of Engineering, or the Director=s designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) feet offset from the edge of pavement to the face of guardrail, and roadway shoulder widths shall be increased to seven (7) feet. Albemarle County Engineering & Public Works Policies February 1997 9. Where urban cross sections are installed, all residential driveway entrances shall conform to VDOT CG -9(A, B or C). 10. Where rural cross sections are installled, all residential driveway entrances shall conform to VDOT standard PE -1. 11. Paved, rip -rap or stabilization mat Mined ditch may be required to stabilize a drainage channel when, in the opinion of the Director of Engineering, or the Directors designee, it is deemed necessary. 12. A minimum clear zone of eight (8) feet from the edge of pave.'nent shall be maintained on all residential subdivision streets. 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as shown on the typical pavement section detail, shall be strictly adhered to. Exceptions will not be allowed. 14. Upon completion of the roadway construction, street name signs shall be installed by the developer at all street intersections. Signs and their installation shall conform to "Albemarle County Street Name Sign Requirements". The developer shall be responsible for maintenance of signs until roads have been accepted. 15. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 16. Traffic control or other regulatory signs or barricades shall be installed by the developer when, in the opinion of the Director of Engineering, or the Director's designee, they are deemed necessary in order to provide safe and convenient access. All signs or other regulatory devices shall conform with the Virginia Manual for Uniform Traffic Control Devices U J SHIMP ic. 0 45183 SIONAL C I - COVER 5HFET TRIP GENERATION C Z — EX 15T i N G CONDITION 5 Proposed use: 26 new single family attached dwellings has a projected ADT of 182 trips per C3 — 5ITE PLAN OVERVIEW � 5 H E ET KEY day APPROVED by the Albemarle County C4 — 5ITE PLAN Community Development Department Date C5 — UTILITY PLAN File 5;113 ZOLS GC9 i G CG — GRADING PLAN C7 — FREE STATE LOAD PLAN C8 — FREE STATE DRIVE ROAD PLAN SIGHATURE BLOCK DATE C9 — LI BERTY HILL COURT LOAD PLAN DETAIL5 C 10 — LANDSCAPE PLAN CURRENT DEVELOPMENT PLANNER CI I — 5ITE * LAND5CAPING DETAIL5 C 12 — 5ITE DETAIL5 CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY C14 — UTILITY PROFILES C 15 — UTILITY PROEI LE5 FIRE OFFICIAL C I G — UTILITY DETAIL5 ARCHITECTURAL RIEVIEW BOARD s I I s, Q PH A GF i FI?nG I nT I C-FMI /� FN IT C_nI\ ITI?n1 PI A A pI---I AGF FI?nGInl\I � GFMIN 4FI\IT CnI\ITI?n1 PI ANI l BUILDING OFFICIAL Circ �� _ - I .\ 1 \4 PHASE 2 FRQ5((ISI-�_ .SMI MENI-T CONITIR�O-L P -'LAN- FRnGInNI k GMIn/1F� rnNITRnI nFTAII G VIRGINIA DEPARTMENT OF TRANSPORATION UNCERTAIN OWNERSHIP AREA. BELIEVED TO BE A PORTION OF BEILVEDERE. LOT 96 PHASE 1 , BELVEDEJ�/- -P 6 9' 95 LD Cid. i / r REQ ete pip,,(,,, >n1 c t' Q' I I' \ I \ 1 r \ q \ I 4' lid ®\ T.M. 61-159C ` �' \ \\ \\ \\\ \ �\ I - f 14 JAMES W. WELLSLai & La , I ti ,, MARY WELLS ' ' D.B. 3421-491, 495 & 496 PLAT T.M. 62G -1-A )PEN SPACE PARCEL D T.M. 61-159B P ILLIP E. BROWN, SR. & BARBARA J. BROWN D. . 3411-1, 5 THRU 8 PLAT T.M. 61-159A PHILLIP E. BROWN, SR. & BARBARA J. BROWN D.B. 3411-1, 5 THRU 8 PLAT T.M. 62G -1-A OPEN SPACE PARCEL R D.B. 3545-54 THRU 70 PLAT INVERT OUT (4) 4' DRAINAGE PIPES `J T.M. 62F1-404 / LOT 404 \ / \ PHASE 4C / DUNLORA M T.M. 62F1-405 LOT 405 PHASE 4C DUNLORA FREE STATE ROAD \ ' TMP: 6211-360 ~ Q STATE ROUTE 651 � r ' HUAI YONG CHENG OR LINLIN WANG w DEDICATED TO PUBLIC USE TMP: 6211-403 ZONING; R4 D.B. 2428-156 THRU 159 PLAT '`I JOSEPH A. OR TMP: 6211-402 USE: SINGLE 0 VADA G. FALLICA PATRICK OR KRISTINE CAMPBELL TMP: 6211-401 FAMILY RESIDENTIAL ' ZONING: R4 ZONING: R4 BORIS P. KOVATCHEV OR DB: 4349 PG. 628 TMP: 6211-361 I I USE: SINGLE USE: SINGLE RAYNA S. ROBEVA DB: 3999 PG. 240 DENISE Y. LUNSFORD USE: SINGLE ZONING: R4 FAMILY RESIDENTIAL FAMILY RESIDENTIAL DB: 2991 PG. 289 DB: 4007 PG. 107 DB: 4402 PG. 625 FAMILY RESIDENTIAL USE: _ANGLE FAMILY RESIDENTIAL : 2590 PG. 005 / ,------ 11, ' \ D 975 PG. X84 D :343 PG. G: R4 r _ QB: 4011, PG. 529 �' `\ p,- � ,� \ \ k / D : 2496 PG. 262 438.7 / /, 3 41 \ G 04�x B: 260 % PG.`\ 5 DB: G• '! D :24 PG. 004 °/ / --,,6B: 3903, PG. 739 \\u 13 , �\ 71 �\\ ' :�46, , SPG. �--' LAB: 24/ �;\ 1� /k / - B. 3488,PG. 552 `\ \ \\ \\ \` \\ + \\ \\ \` ' ' `•� .'" / '\ \\ \\I 7 T M. SHIMP \ �_ — \ I Lic. No. 45183 S3 5r\ S 5° 1� 319 Er ----------'` .d �it 4j- \ \ TMP: 62G -01-A BELVEDERE STATION LAND TR, ss��, '/;; %%/ .-_� \ \\ `\ \, \\ \\ ,\ \\ \ \ \\ _ _ _ -450 !' ! / / + , k,. ; 1 I ; / \ `\ }IYiI I J c}, >/ `\ \ `\ 1\ \ \ \ \ \ \ `\ �. `\ \�2.0 __ ---- l /' I ; rr l ,`\ ROBERT HAUSER & ROBERT KROI�f�,6 /,'T , '1 F / >:: \ 1 \\ \ \ `\ `\ `\ 1 1 `? o \ `,� � � i 1 + I 1 N ' i \ \ Ek 20' ' i JI //// J / f 1 I 420 \\ \ 1\ \ \ \ \ \ 1 \ 1 �\ \ `\ /' /' /' 1 / 1 1 ; ; , �i j ! /-�--- �\ \ \y\ Sanitpr ZONING: NMD //// /// { i 1 1 420. yam' 1 \ \ \ `\ \ \ \ ` `\ az \ ,/ ; ; ; 1 I I i l I I i \pS y USE: VACANT L;l�' �J 1' 1 i I i ' + / -_-`\ \\ \ `\ '\ `\ `� \\ ` \ `� '\ \ `\ `\ `\ i l rr ; r i i i i INV DB: 4299, PG,. r / / , / I I 1 1 1 1 \ \ \ \ `\ // ,t /t i f I i i I / r l 40797 DB: 3488, PCp /,�/ !!/ , , I I I / ,\ \ \ \ `\ \ \ \ \ \ \ \ 1 \ ,-- 443.3 ! , + + / 1 1 1 I l0$ IJ r 1 I J / , \ \ 1 \ \ \ \ \ \ \ \ \ \ ` _ _ r + I / J l J 1 r , I i ' I �lj%I��� 4 y \\\ `\' --- \\ `\\ \\ \\ \ `\ \\ \\ \\ , \\ \\\ __ /,�' ,r' ``\\ / l 11 ! // +r f I ( I i I I lid+ o " � 43 8. \ \ \ \ \ \ /r / /, 1 11 11 ,\\\ \ \\ \\ \ \ \\ ,�'' / r - `\ \ i t i i I i j \ rl 11 1 '<33� I 1 O a> LOT 99 ,' , 1 , + - :_ ;':;:;':: ` \ \ / - \ r ! + i I I \ I _ E P I SE / / i :: `\ \ \` '� P`R E`S E FIVE D St -0-P E' ' `\\ \\ / ,+ ; ' ; ; \, o / ,r :: \ 1 / / ' \ ` / t t ' t i r t �i/ /, % k ' Q`,. '.:, " 4 ' ' 1 1 1 I ,\ ` \ \ \ \ \ / / ,/---\ 1 \ / i , I ' I 1 1 r \ 1 / v ELVE �, , 1 o � i ' 1 I( -''gyp \ / , , / . i \ , r I I 1 I 1 1 1 1 1 N � o A I \`E A `U N D �R 2 5 r ' ' `\ 1 \ r + 1 I ' 1 t 1 ' 1 \ 1 1 yy a> / / �i i r r/ ., i , .`��\ , ��:�a z4� 11 t � I 1 t 1 _- \\ \`` � •:� t `\ \ `\ \ \ \\ — -G�. Q-�" \ I � � LOT 98 , ``,,.. , :x::;'.. \ _ rl , 1 I I , 1 , \ j r err r / / ,/ ,��h, :.rug. ,;��` � ... ,` t � i ! I 1 ! I `\ \ r��, ::\t?;:•`:•? \ ` \ / -' r \ ` 1 I \ \ 1 / ////� rr r/ / /i � �: ,�`. �\:,w � ,� I I ! I , I / 1 ` • •�`'':';X`?:.,:. PHAS / } I \ I 1 / I y \ \ \ i/,/ EE STATE PARTNERS` LLQ ,, i i £`4'>"''rS::: 1 i , O f 1 :\ / / / \ I , J + + I I \ I y BEL � ���°� .;t :�'°°, I I , _ � :4. - ��,�-.�''c�'e: USS: VACANT LAND TMP: 6211-E1 � / r �-/' / / \e� i �ss?''c. �.�c• 1 I , i I I I ( I •\ \`� '�'` \ � \ \\ 7 , ' ,' / sc,� �+ , i , , 1 ! I ; ; I I \ \ \\ DB 9-01 PG227-- ! I \ J I + I 1 ; I CSE I VEDERE STATION LAND TRUST — �, Lr) CO CD LOT 9 �� / / + , I , ' i , , �, `;:::._• "::'' ` \ - ' ' / ' I ' , ' ROBERT KRONER TRUSTEES lLt , \ \ \ r/ /,/ ,/ \ ! I , \� -�' l i ' 1 ' I a; • O O O PHASE 1 ,-' I + I , , + I r \;::: \ DB 4131- PG 189 ,1 -------- - / \ \ \ \ �' / r'/'' ,42g \\ t I Il % ! 1 1 I ' I Q N N N I , I I \ - ?` - , , ' } ' , ZONING: R4 r<, REEVED / /' r'" ` I + i I , 1 , i \� \\ `\ \ DB 4530 PG -2-1-5 / ; ; / / ' \ \ \ f 1 ,' I 1 I o .00 - A AGED 1 1, ,/- f I f I t 1 I I ' `\`��- — • \� `\ \ ----- USE: VACANT o �, J DB: 3661 PG. 56 r . \ - ' t ' r I I i \ 1 1 I \���•\ \ � 1 ` i / i \ 1 X00 '430— \ \ \ t , , / .' I 1 I I S 1 1 l 1 I , , Y.... `,:. `\ ,' � � '20. � 447.6 ! \ \ `\ ' I I I ' / ' i' -------- `/ 1 \ t\ ' .. ' \ \ \ ♦\ .hE,,, \\ - / / , / /� / t_+ + `.3 / I( ' ' / ' / I +Pi\ S�IV� I i \� ' ,-x_x_><--� , I S'�qPE , n , \\ , \ ` \ \ \ , \ , \ ., MANAGE ,� — / ; ,' ; i , 1 , , , . \ ` \` /' / l ; -^ma y\ ` , . `. SLOPE fig Canmtery / � / I I / / •I• --� / , , I 1 1 1 I , + , i��':::'i::: \ \ \ / / , rte\ ...�:;�:� \ \ \ �- ".--' j 20 X TMP: 62G-01 -A , ! I , '392.8-- , ' --_ ---- ---- ' ' \` \ / L E STATION LAND TRUST I I r - �" \ - _ -------- ROBERT _ BELVEDERE ' _ ''` -- ROBERT HAUSER & ROBERT KRONER, / \� --- \' ----- --_ > TRUSTEES \ USE: VACANT LAND \\ \\ _ '_ `` __------_ __ ___ ---" ,- a \ ,;s \ ZONING: NMD DRAINAGE STRUCTURE DB: 4299, PG. 328 —___ ----, - (NO TOP) DB: 3488, PG. 522 ------------ (BOTTOM -------- __(BOTTOM FILLED WITH WATER) °� - -------------- ____,- --- � � TOP OF CONCRETE=412.85- CL INVERT=404.8 ------ --- TMP: 6217- F1 ----------------__---_--- - O r 1 BELVEDERE STATION LAND TRUST ----- __ ' ----- _-__- J �J ROBERT HAUSER & ROBERT KRONER, TRUSTEES -- __----- ''I ZONING: R4 - W W USE: VACANT > J DB: 3661, PG.. 56 _ t T 1 IT Steep Slopes Legend Dotted hatch represents area indicated as a preserved slope according ............. to Albemarle County GIS, however accordling to topographic survey is less than 25%. i5n0 IM M 0 50 100 150Solid dark grey— preserved slopes Scale: 1"=50' Fl:Solid light grey— managed slopes 18:; + \ \ f t \ \ \ —44 ess � u+t i I OT 116 ' ---------,---�— y. �, Fas e t r t 1 12 \ 1\\ �0L2 , LOT 22 LOTS 15 1 t 1% ' ', i +t11""?f'!+w � ale. ,4it •re�111e....�x +w^,MY!* 4: .y�yw e`.,�t' � s ___ / • •• •\ - i;t'• '" :i•..�:� ^^ •.. •.,,._ .ray.,' � /' ~�• <'?€+'f`,�,.. ' \. .•!�� i:. �f -- ..� 'r/.;pas-��,+': 'r'ayC; •,".; I m \I I TOT 12 I I -LOT 13 LOT 14 • • 50 100 150 Scale:• o U JUS M. SHIMP No. 45183 ��SSIONAL El`Z FREE STATE ROAD STATE ROUTE 651 DEDICATED TO PUBLIC USE D.B. 2428-156 THRU 159 PLAT Cz Type III "R ad Closed' Barric e C3 2 ED] New Stacking Block - LOT 19 -A * * �,- L -----i / ^ Retaining Wall 21,2G9 5f A- 0.0 / // I'll \1 \ Max. Height=3' (0.459 acres) New Concrete 0.0 kea X Now 11.3' 2289 SF Retaining Wall Boundary 3 7' 11 cd Max. Height=3' Une 20.0' New RO (Typ. 2 .0' C5 elf IV 20 0 <\ 41C ME, oe .:..:. >\;':.... ..v , . .,....:s ...�>: '.: 'aka +:. .:... .. \ ,����„� i _� BSL=10' (Typ.) LOT 15 co C/)l 5,97C. 5f . 11 1 cG. il -N tw--51-Sdewalk LOT 17 (Typ.) W, Sight C9 h Kp , , 11, Distance "Ic Eas Pa C W, If VV1,11-10 � Sidewalk -New i ell --15 Safe 5, (Typ.) 'd 524 5F FHASpeed Advisory New 10' 3 Sign New Sight Access & Utility N C? BSc 0i Easement S*ed Distance < Easement Lfmit M g* tign -,":1 en onew 10 - - - - - - - - - - - - -- -dd. ccess "? // Pre New 10' Slope utili asemeqtj LOT I G I Public Access - - - - - - - - - - - - - - & Utility• IR Easement 0 orking aign 9SLI10, LOT 23 LOT 22 1 5.0' 61C 5,85G 5f 12,0, 7— CG-91) 5,G28 5f 7,388 5f I LOT 15 LoT4 HA 10, 11221 C1 1 10' Ne ccessNew -7 & I itilit 9), Yl 5, 933, Sidewal 29.2 \/EaE emen (Typ.) I 61 7,337 5F 6" FHA 'X ** im� OT3ti 1 011 1 treet -Temporary 0 ru—M d nD5 roun I J0 0 C 0 0 00 EN M Managed ...... . . ........ 30.0, R M. R Slopes -0, 'M ;0 6 12.0 LOT2 A le 100% 10, B1 Riff- I. No Al w10 "A"W Preserve Parking /001 cl�\ Access & Utility iqn EX1 J IN A SHIMP Lic, No. 45183 V-6 Sz/4 NAL 30 0 30 60 90 IM IM 1M r] 1 93 K3 K3 K3 & Scale: 1 "=30' 0 2 't 0 DETAIL P, Z Cq 0 W 7 50 VVa —Vf —W —W W —A— -U 70 z SI: W 'W W 6 8" DI Wat 'A 80 T.M. 62F1-404 W W 'e r lie LOT 404 Pipe Oeflect!qh-To�- TS & V Ex. 6" . . . . . . PHASE 4C valve, t be abc DUNLORA ....... X—X—X—X—X—X— Uy lenivving vah a - capping outlet c z k, 5' C) B pprox. Location cn INVERT OUT (4) ebyVed- LA 7) i of Ex. Waterline D A&I 4" DRAINAGE to Acsi" Note: Contractor To Field J#J- -j-j OF SITE WATERLINE CONNECTION DETAIL Verify Location of Any Ex. N Stub Outs. Coordinate with 0 1 '=30' I Jq 0) . . . . . . . . L ACSA for Connecj!2��, (N 2 N W SUIT RY > . . . . . . . . . . j U) Lj . . . . . . I LE Oi . . . . . . . . :'TV.IN 4 .81 M/C 9.1 NITAR (n > t1q z In NHOL IN�V.OUT 'Q-t� W . . . . . . . T =43 . 7 0 1q, W Q-J� INVERT OUT (4) UT= 2.70 - < 0 1 C4 0 4" DRAINAGE PIPE FREE STATE ROAD STATE ROUTE 651 DEDICATED TO PUBLIC USE + IN g'NLT D.B, 2428-156 THRU 159 PLAT 00 tr) 0 2.1 Slope X -d- i -LOT I SANITARY U j mp New Stackinb Block I EX MANHOLE ic 5183 riv Retaining WqII 41 1 f 1,2G9 �f QP=415 63 M?x. Heightt-3 .0 5) L CHANNEL 408.1 4-� R' �10NAL 15. 41 .0 X g) -,/4 Ne rete 0.0 — A 8 1.3' Z. 2t9 SX F 2� e m411 34 7' ight=�� 8 Xa x. VO '-2.1 S16pe 10 LOT 16 37" 819 k, -'q %J fFE143 10 n9rete V, i W/U U CL A / 5ee fV L) Q) --j �K X7 0 21 LOT 1 \7 (x� ep q 4 Alwl*' 35 I fflf�437.94 /(V Re6 Oe -Vedt*6 B < U-1 QD ZEN— I A) < \> 3 917 ME- I + ikk 15WM A 55 Wool- LOT'IG 5C nt 1 12+)0 -;v W/o LOT 22 /FVE= 27 �1`17E=432.27 By 5LAB 5Lp L�T 4 LOTI 15 TFE Ir ------ N 1`1`1�7433.13 W/o 0,9 N + 1) 4;4 W/o \q\ LL 7 V J LOT 99 PHASE 1 BELVEDEF i�lo \0 J� m -13t 10 anclep es\ '17-1 z LU > "AN LOf2 LOT 98 PHASE 1 V 7- BELVEDE I V9 Uj r--, N, %\0000- > N111, Uj 5"r 1 A M "0 -:,77 ------- ------- T Ll -T 13 /LUI IV -tO LOT/9 /I I/ / LOT, 1 11 �OT 12 LOT 14 �-04 FFE --4,29-71 FFE = 429.14 --FFE!ff-4277'5T f�ff� 42 W/Q� WIV) w1a W/o W/o Uj W10 J -RE JU A q -m"' 4719/0 1 �-A 17 z 1101r/ LL 100, D e at AAJ�r.M" f�- co -- 1-1 — — ", �14�w Cowe Scale Retai Wall L -L A-- - 7T)11� 0/ Y/ 30 Height=8�— Sheet No. 30 --60 A- 90 L rcm m Im 4. C6 OF22 — — — — — — — I Ll K:3 Scale: 1'0=30' File No. 13.040 In* so 00 on 490 490 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 18" CM PIPE INV. OUT=474.48 —r\&n (501 `liv Ivi) (BOTTOM FILLED WITH WATER) 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 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 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 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). -0- I Free ate � � � � II � II��■�1 IIII I� II■11 �� ■ � i . • . 1 ���I�I�II � 11�1�� ��■�1 I I■I ■ IIS II■■I ■ 1111 Design S• - - 1 25 MPH 111 ■I � 11■I■ \ Oil v I IMIMME to Follow 1 Roadway. • 1 In* so 00 on 490 490 485 480 475 470 465 460 455 450 445 440 435 430 425 420 415 410 18" CM PIPE INV. OUT=474.48 —r\&n (501 `liv Ivi) (BOTTOM FILLED WITH WATER) 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 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 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 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). -0- I Free ate � � � � II � II��■�1 IIII I� II■11 �� ■ � i . • . 1 ���I�I�II � 11�1�� ��■�1 I I■I ■ IIS II■■I ■ 1111 Design S• - - 1 25 MPH 111 ■I � 11■I■ Oil NOTE:111111■ r .-e IMIMME to Follow 1 Roadway. • 1 Does Not Meet Criteria for 25 mph. ■ IIMM� r I�1IIIII 1■�■11 1111�1��1•�_ . I■I I� .� ,'I, 1111111111101 ww­ 1000M . w ��_%��`11■I�� ����'��?11� �'�7, �`f►,~ =�I:i moral ��� ��"� ��■IIIIIIII����- ���T�� 1111 ■I■IIIII III. �r ■■ ■ �■1�1�1• IIII MINE 1 ■I '�1.1 �� 111111■ ������ ��Fr�.•'�' SIM II�IIII II Lr�r�__ �r II ■.II�.■ I � I I��I� I� SII 1 ��111 � � I ��■ ■II 111 � � � SII I 1 II II111 ■I 111��1•�� .., , . �+�1 _ � III �J{ �� 1�/. �IIIIIIIII�■I■ �� ■�I�"'J��r11�.- \ IIIII■=�11�11111 a`yl �"+: iii.+�ay�i: �•� :. �` II 11 111 • �� �y�:+�::.l�i �� '' .�f 9��' �!1 `. ■IIIII � � NI Imo: : __""_,.,,><� �_�i � E / 1 ___�`'i ° �• ��� �r� 1 I n �� �� II■■III 1111■ _ I ■ ��1 ■ I��. 11 11 ��i,�<�� �1 ��■ I■ ■111 ■1 ■II ■ I ■ �j ■� I■■1�1 ■ ,r� -��..i.�� rj� /'+i1i •�:+•a%:• i11+e:• . _ IIII■■ ■ � ������� '• iE�ia� I � r, .l .: C� I s � ■ w`I � r _ ,1 ql _ Sm �4��� . .�� � . ... """"' �, �■ =����d► ` � . _ �� � IIIIIrIr1a111111111 I-1'1:� ■ IIIIII� ��IIII�� �■■�� �_�■�■ _ II IIII IIII■ ■IIS IIIII ■�■I. IIIIIIIIIIIIIII� � IIIII �� I■■ � �� � �1• ■111■IIIIIIIIIIIIII■ ���� III■■1 ■ I 11 IIII �_` - ME fit IME �■ IIII■■�� - :• ;,. I II � 111■■ 111111111111111111111111111111 � rllll IIII■ 111��1 IIII I�ie _ , III■1 �■■■ � ,= .� _04 .. ' � _ _ IIIIIIIIII■� IIIIIIII-a _- ■1111111■ I ■ a _ u � - IIIIIIII �:`II�I II,�I�■ 11 111111 11■IIII■:':i � � _� � I�� ... _ _. � • • _ .... � � _ _ " � ,, � _ e � c .a .� ,� .. �_ ����■ _ , Llama II 111 _ - T °' . �����. ��� , � IIIIIIIIII■III�'����111� � 111111■IIII _ 111111 � . " _ ._ � IIIII � � r� � � . IIIIIIIIIIIIIIIIIIIIIIIIIII _ ,z III■IIIIIIIIIIIIIIIIIIIII■■ III■IIII■■'i'1 �. 9+50 10+00 I U+bu 119.1111, I I -YJu ILtuu i LT Liv FREE STATE ROAD IjL_Ut%JrAIL_U IV I VUL-IV VOL- Y/ D.B. 2428-156 THRU 159 PLAT T 0 8 1-0 CID INV.IN=407. LOT I x I I fNVJ1N+-4Q0&.1 SANITAR' 2.1 Slope MANHOLI INV.IN=408. Arl 1, 2,69 5f T P=A1 r; I INUUT=408.03 (0 1 489� acr 5) CL H-ANNEL= Ai 4 180 8 -31 A N, L'__ Q)� -Z-1 96pe I X4 4ro 3 .2p -n- X FFE1435 5(A V 2 U V1511 aIRON I q\ 3� 4 g LOT 1 1 T\ 274 \D ]-j fflf�437.9� C IE I /01 %7q,11i: 4% O�\ A J < 0 C 5 6\_ �V w 0� r & r\e s d SWIVI A C55 sl� LOT11G '11`6 5c nt /A 131 1L5\ Z 77 W/o '0\ .04 e Z3 LOF 22 41P E=4 N 1A It T LOT/ 15 0 W/o ff�7433.13 W/o 10 7 > /41 'S 03 3 MR,, LOT 9 PH �SL .00�1 W/o BEL E RE 00 4�\ 'It MLg\ 4 SlokIes'\ w N4 <5 w 0 t7l. r LU LOT 98 Te PHASLE_ I BELVE 17 35 1 1 P N __418- &'U L07- 4 ---- - ------- N 'LOT 10 V LOT/9 11 11 1,OT 12 -LU1 13 LOT 14 7f 0 rrLf:42 42a-04�1 f f E ---- 4,2 5.7 1 rfE = 429.14 --fff te-42TU .OT 97 W/o, t'joi W/V) W/a W/o W10— W/o HASE 1 _VEDERE 1-09a :Fon�rlctor -to 40, 'lox Sll�p� L 3- _7Z X_5 450 445 440 435 430 425 420 415 41 q_,1 CD C) CD + fq? NOTE: Vertical Curve #2 Designed for C14 .d- ro K'�iFREE STATE DRIVE q8 )SCALE, H: 1 *=310', V.- 1 1 ot 450 445 440 435 430 425 420 415 Al 0 Free State Drive 20 mph Based on Advisory Sign. ........ - ----- - ------ w 71 n c6 ---- - ------ C,4 Ar 36' Public ROW t5 C.) r-- -----_----- ----- - Design Speed 25 MPH q) _j ........ ..... RS _5 --------- --- -- - ---- VS ------------- ------- _1C 29.1 OYC _j L RVI STA. 15 43�9_9_ ---STA,46+40-.44-- ------ LL_ L_L_ U_ -PVI­--ELEV.- --80A-0V-G-- CL Ck P-W-ELEV.-420:t�— ... ... .. ........... ------ �--88,40V' .......... 17.1� ra ...... . ------ 8.8eK-*1 .7 23' �-.1-0-+46-.00 --------- -------- ------ SAG,- \A\L,)I LLLV. - -- ------- - ----- - ---- - ----------- ------- --- ------ - ---- - --- - ----- 45-- - 4 P- 400 ---- ------ :00 --U 5 ------------ o4 ------------- . ..... fn , !�� ------- -1 11-1 - ____ ___ --- --- ------- . ..... . .. -------- I n -4 -nn 1 n-4- cin 1 14 -nn 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 164-50 17+nO 174 K'�iFREE STATE DRIVE q8 )SCALE, H: 1 *=310', V.- 1 1 ot 450 445 440 435 430 425 420 415 Al 0 Uj N 71 o/45183 Ar 445 440 435 430 425 420 4i 5 41 SightFree State Road Distance ' • - Looking - I11111�� X -- . • �� III■11 � � �■I�IIIIIIIIIII■1���1�11111� ■ �� .. lulllnl�� ;����.�.�..�ill■■ice �,R�11Y'��'-=" • • � Com= L------- -- J U J N M. SHIMP ic. 0 4 183 I � • J IJP • V, -}P • ■■� � r _ ��-. X11 I�_ '� ■It � III �"''- 30 0 30 60 90 Z In in 1171 r] ff"I __ __-_._ . _ _...----._.._... -__----- __._ .___.____..__._.____ __..__...._________ ----- Scale: 1 "=30' - __--------______ .____..._..........__...__....___.._._..._—._ _..___-__-__..._..._.._...._.. ILII■� 7�-,���� �t IIIIIIIIIIIIIII III 1111 I �� -` �i�l■r� � *_� , � - �■�� Iirjlll'a i� ISI■IIII1111�:1111 II■ �1� - _ .■ �I��� II���� lllllllllllllll�. ���■ " ■� ■ '■ ■■��II � ' � !A � �---� � N ■ Ill= a � 450 10+00 10+50 11+00 11+5 +12+bU r—l"'VREE STATE RD. SIGHT DISTANCE PROFILE 455 450 445 440 435 430 425 420 415 41 445 440 435 430 425 420 415 {I 010 -- Free State Road Sight Distance Profile _ t Dist Right -- 9 g X -- . • �� III■11 � � r--- .. �,R�11Y'��'-=" • • � Com= L------- -- J U J N M. SHIMP ic. 0 4 183 I � • J IJP • V, -}P OD S51- 30 0 30 60 90 Z In in 1171 r] ff"I __ __-_._ . _ _...----._.._... -__----- __._ .___.____..__._.____ __..__...._________ ----- Scale: 1 "=30' - __--------______ .____..._..........__...__....___.._._..._—._ _..___-__-__..._..._.._...._.. _. La o --__ CV-. N � Zf IKI- 9+50 6.0" VDOT #21A'1.5" SM -9.5A AGGREGATE ASPHALT mm 10+00 2.5" BM -25.0 ASPHALT 39.5' RO I 2.5 BM -25.0 ASPHALT 6.0" VDOT #21 A AGGREGATE 1U+5U 11+UU i Itcu I/tuu ri"VREE STATE RD. SIGHT DISTANCE PROFILE C9 SCALE; H: 1 "=30', V. 1 "=10' SS—SECTION O m - 4.0" CONCRETE 4.0"VDOT #21A AGGREGATE .5" SI -9.5A ASPHALT H FREE STATE ROAD CROSS—SECTION QTA 1 �_L00 - 17-t-0 l ILtJu 455 450 445 440 435 430 425 420 415 13+0010 .,. s und- I � 4n mw 50.0' ROWt. 5.0'' I 10.0' 4 OEIGHT SIDE LANE LANE 2 5 ' �:. 12.5 MAN AGED ET. WALL -=- ��_\ TURF/WOODS =1.11- =-i i �_-1 I LF -1-L-117 = __ _ 1111=f 11—I I I ! I 1 I I I _ 4.0" CONCRETE 4.0"VDOT #21A 6.0" VDOT #21A AGGREGATE AGGREGATE 1.5" SM -9.5A ASPHALT 2.5" BM -25.0 ASPHALT FREE STATE ROAD CROSS—SECTION 4 TA. 144-75 - C9 J N01 10 scale — 4.0" CONCRETE 4.0"VDOT #21A AGGREGATE 0 oU-) 0 �n a; + N O d- �W 445 Farrow Hill- -Court w 440 435 430 ;pfd 425 429+50 I,, A "I 0 o a� rn ci + r� O � > Lj N W X -- . • �� III■11 � � r--- .. �,R�11Y'��'-=" • • � Com= L------- -- J U J N M. SHIMP ic. 0 4 183 I � • J IJP • V, -}P OD S51- 30 0 30 60 90 Z In in 1171 r] ff"I Scale: 1 "=30' 0 o a� rn ci + r� O � > Lj N W 1 u+uu 1 U+ IN 11+00 11+50 FARROW HILL COURT ROAD PROFILE \ C9 J SCALE; H: 1 "=30', V: 1 "=10' 445 440 435 430 425 12+of q K__7FREE STATE DR. & FARROW HILL COURT CROSS—SECTION C:4 Not to scale . • �� III■11 � � r--- .. �,R�11Y'��'-=" • • � Com= � • J IJP • 1 u+uu 1 U+ IN 11+00 11+50 FARROW HILL COURT ROAD PROFILE \ C9 J SCALE; H: 1 "=30', V: 1 "=10' 445 440 435 430 425 12+of q K__7FREE STATE DR. & FARROW HILL COURT CROSS—SECTION C:4 Not to scale CP 0 2 4 0 7 1 0 Z 04 W W Z 11) 0 Z I- loll N N. W Z 0 NNN. IN N, N, Z //o, I- n D f N, Ex. End Ix I -",\ �A— % G` DETAIL 0 FREE STATE RD LANDS 9 +\ 0) W N LOT < 2A -Slope New Stackin�, Blockj > I EX D Retaining W�ll I 1 (1) Ij New. Trepl* I _j M4x. Heightt-S I I =� (0089iact5) > V) _7 Z W 0 W _j < Ne hrete -�etdlning �qll W N 0 1kax. �<ight=)� /^1NN N V N\ % t — / e L� T I \LV "IN _INN ie WE ....... ... A I U SHIMP, X., �x 5183 4 0 f \OT __j L *11j. &k. j R P N L;:ff t W' Rebe 0`1�1 A 0 ic w i 0,\ At es, /�Ease ess/ IIN-Ne 1 C Q) LOT E U3 (f) (f) a ublic U�A�e�s as '--Ne� 20' 6lic �6anitdry E 0 bewek Las ent\ agemen MIX AQ E E E V) C—) G Y C:) LOT -23 41", W- I Im k\— KVIM1111.1, I f X, .— < n 4 LOT/ 15 10. f 44 (S) u ccess ew Treeli4 C) ",4 N, �'N < Y N11 _j Ln a C,4 C.,4 C,4 C,4 C,4 OC) 4- 3 N, 1A . ...... C:) 04 A i - _2 0 E� > N I NNN Of r- 00 Ma�ag\, N% Slopes Ne* TreelinLk XX NN /> L Tj N, Ui C Z' &Z U11 Pre3er V N, iL -x, —4 .0 011 E/aseme NI - ----- ------- Al LOT/9 LOI I V -1_�OT > 13 LOT 14 LbzF ih NN loll 'N\ Z E W OFV ----------- 06 _j 7—)F X. X N, N K NNI n'. N'4 Y, New treelinb. 1 Slope XF . . . . . .. A A A\ \V —%10—V NI ncmte- M­ ew C NI Retaimn'g" Wall Scale: 1"=3C1'—' I I —InfArmilfAnt qfrm LANDSCAPING REQUIRED: > SEE DETAIL 1/C10 20% of Total Site Area of Canopy 308,840 SF 0.20 61,768 SF Street Trees: 1.5"-1.75" Large Shade Trees Along Available Road Frontage (—'Zn' r- k QM f D AT D t D W)r)T A D I n,, ru)l r)r, W PROPOSED BIO -FILTER LANDSCAPE SCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Col./Height Quantity Canopy SF Total Canopy SF 0 Large Shade Tree Quercus phellos Willow Oak 1.5"-1.75" 1 370 370 0 Large Shade Tree Platanus occidentalis Sycamore 1.5"-1.75" 1 1253 1253 (D Large Shade Tree Betula nigra "Heritage" Heritage River Birch 10'-12' Height 1 397 397 Large Shade Tree TOTAL SF: 2020 PROPOSEDLANDSCAPESCHEDULE Plant Symbol Planting Type Botanical Name Common Name Min. Col./Height Quantity Canopy SF Total Canopy SF 0 Large Shade Tree Zelkova serrata "Green Vase $1 Green Vase Zelkova 20 350 7000 (D Large Shade Tree Acer x freemanii "jeffersred" Autumn Blaze Maple 1.5"-1.75" 18 397 7146 Large Shade Tree Quercus palustris Pin Oak 1.5"-1.75" 23 370 8510 —0 TOTAL SF: 22656 U�l �_, V U U0 U U1 H U1 PP. � )) New Public/Private Right of Way:2121 LF/50 = 42 Trees 2 LU U) LANDSCAPING PROVIDED: —1 Im Total Canopy Area: Existing Canopy = 33,145 * 1.25 = 41,431 SF J New Conopy:22,656 SF < Total Canopy Provided = 64,090 SF Z < New Public Right of Way Street Trees: 17 Trees E New Private Right of Way Street Trees: 29 Trees Date Offsite Improvement Trees:15 Trees NOTES: 03/10/2015 1. Contractor to apply mulch bedding around all proposed trees and shrubs. Scale 2. 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 Sheet No. and trees shall be pruned minimally and only to support the overall health of the plant. C1 0 OF 20 lvpvou 0VjjK-,Z) 0 uupul U11 0 U UVU UVV 111U" UHUHUK-, Y1VU11 Uuvul, specifically lily turf or equivalent species. 1 13.040 CG -12. Arte, 1PERMISSIBLE OONST. 5' MN. JOINT I A `-JATM SEE T 14 FOR DETAILS TANGENT PLAIN m. CG -2 2'-0" 1 5,_011 BACK OF CUR 12 '1 NAX 20 =1 I 2' MIM. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. ROADWAY GRADEI IN PERCENT y N FEET 4.- Non- TIEREQUIRED LENGTH OF A PARALLEL RAP IS LIMITED TD 15 FEET. REGARDLESS OF THE SLOPE ROSSWALK� TYPICAL PLACEMENT AT INTERSECTION WITH, BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMNSIONS AID SLOPES ARE AS NOTED. 2' ►I ' AT , 2" HIGHER THAN -4` EDGE OF PAVEMENT AT XK)K . SANE AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP, LANDING , AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SNORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LMDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE, CG -12 DETECTABLE YARNING SURFACESPIMMATIONFEFOOM REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 203.07 VIRGMA DEPARTMENT OF TRANSPORTATION COMBINATION UNDERDRAIN CD -2 ON FILLS -0G-SID c:G-12 A 45 DOWELS, 8" LONG A SSBIE lx WOTH OF ENTRANCE d CG -2 EXPANSION JOINT AT 12" C -C � � , ♦h NOTES - OTES-L1HS yytt TTRMTION W MIN. 5 1L TIRISITEM MAY BE PRECAST OR CAST N PLACE. EttS OR PROP D SIDErt K OR SID E�i` ? SPACE CURB INCLUDED tN�, ENTRANCE GUTTER 12:1 litA1M EXPANSION JOPRI W 2.COiORETE To.BE CLASS A3 W CAST IN PLACE, 532E 12+1 MAX UPAVED-SPACE 4000PSIPSI IF PRECAST. , 0 o 0 0 0 0 00000000000 - "-w-SELECT MATERIAL TYPE i OR SLBGRAOE 6.0.0 . 0-cS•,a-o•0- _g,_P . a • �g (CEMENT OR LRE STABILIZED) ZT, r(S, 1,1 pR soNG 0 �t R8� ?ANDOFOR a" 1r� FLO# RUNCATED DOMES A SEE SHEET 1 O 4 FOR DETAILS WIDTH OF GUTTER FACE WRL�Li�BE AS R gRWIDTH sTHE ON SPOTHE SPAVEMENT (3 x � 4 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" EDGE PAVEMENT 5'-0„ MIN V = (is" OEPTHT OR DNI REAEt MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTT OF CURB j�tL1_COIICDE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE., SHAPE TO MATCH FACE- OF ROADWAY CURB _ DITTY TH THE TOP OFA OF TDI£ P T SUBSTRUCTURE. OTHER%t5E THE DEPTH IS T0. BE 18' AS SHOWN,.NO ADJUSTMENT BACK OF 20 1 CURB 48 TION REF�"cE N TME PtaCE BID IB TO BE MADE FOR A DECREASE OR ANI (AT LOWER END OF CUTS) VIRONMkDEPARTMENT OF TRANSPORTATION Ctr3 OR CG -7 THE CUB FACE ON THIS STANDARD IS. T'0 BE ADJUSTED TO MATCH '. CROSSWALK INCREASE IN DEPTH: =.O-* SECTION A -A TYPICAL PLACEMENT 5.CG-2 IS Y BE pSEb ON ROTAS AYS TING THE REO(JIRtV IS FOR CG 8 A5, APP£f�iX A OF THE VDOT ROAR VANUN.. x z �� • • e 2,1 F AT INTERSECTION CG -6 IS BASED ON ROADWAY CLASSIFICATION SECTION C -C 1±. 7,, . �, I �. e, p• ° „a �o q o;a CLASS A3 (H E.s.) caNc. boo-�aa�'4a�m IO- `aqa e:a8o'o.a 6" AGM. BASE I IZE 21B WITHIN CROSSWALK AID DESIGN SPEED AS SHOWN N APPENDIX A FOR CURB AND CUTTER ONLY ME APOINT OF GRADE CHANGE L' �'• FOR 'SIDEWALK CURB AND G s, BUILT &&CURRENTLY CONSTRUCTION e * M 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS SECTION A -A x * s 3 X MAXIMUM DECREASE N SLOPE FOR FIRST 11Y INTERVAL AND Y •SECTION B -B ' .4 SURFACE NOTE, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, REV, 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SEE SHEET 1 OF 4. �+' •"'.e- BASE TYPE B • D • D PARALLEL APPLICATION MNIdUNI IN ADWAY ROGRADE FEET PER MIN �1 yL� ' S - - - THE BOTTOM OF THE (CURB AND PERCENT 4" CURB 6" CURS GUTTER MAY SE CONSTRUCTED O 4 8 A SQUARE G AREA SIDBASE {„ RADIUS 1 5 7 OUTSIDE OF TRAVERAYELWAY- SUBBASE COURSES PROVIDED A 2 5 8 1 SHALL BE PROVDID FOR MMHMUN DEPTH OF 7" 7O1Y:d 3 6 .9 N.K PERPENDICULAR CROSSWALK IS MAINTAINED. 15" v SURFACE 8 12 4 a WITHIN THE MARKED AREA. CROSSWALK AREA. 5 10 to `1. a A BASE 6 14 15 REFERENCECOMBINATION NOTE - & GUTTER SUBBASE 105 THE REOUIRggD LENGTH OF A PARALLEL RAMP" aI TD 15 FEET, REGARDLESS OF THE ACCEEALTERNATIVE REV. 9/06 502 IF CM IS EXTRUDED VIXT1CAM FIEFUMSTANDARD SHEET 3 OF 4 CG -12 DETECTABLE WARNING SURFACE 105 502 TYPE B (PARALLEL) APPLICATION WV. 7/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 CG -12. Arte, 1PERMISSIBLE OONST. 5' MN. JOINT I A `-JATM SEE T 14 FOR DETAILS TANGENT PLAIN m. CG -2 2'-0" 1 5,_011 BACK OF CUR 12 '1 NAX 20 =1 I 2' MIM. SECTION A -A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1 OF 4. ROADWAY GRADEI IN PERCENT y N FEET 4.- Non- TIEREQUIRED LENGTH OF A PARALLEL RAP IS LIMITED TD 15 FEET. REGARDLESS OF THE SLOPE ROSSWALK� TYPICAL PLACEMENT AT INTERSECTION WITH, BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMNSIONS AID SLOPES ARE AS NOTED. 2' ►I ' AT , 2" HIGHER THAN -4` EDGE OF PAVEMENT AT XK)K . SANE AS TOP OF CURB THIS COMBINED (PARALLEL & PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP, LANDING , AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SNORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LMDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE, CG -12 DETECTABLE YARNING SURFACESPIMMATIONFEFOOM REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 203.07 VIRGMA DEPARTMENT OF TRANSPORTATION GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMM. 2, DETECTABLE WARNING TO BE CLASS A-3C0NICREASS TE (CLA-4 F PRECAST) WITH SLP RESIMC STT INTEGRAL SURFACE cOVERNG THE FULL WIDTH OF THE ROWP,FLOOR ,BY 2 FOOT IN LENGTH IN TNI^ OM OF PEDESTRIAIN Y�f "/YdV G 'h'76'= A U Y�NITIM THE API OTVX15F THE E S DETECTABLE & SLOPING SIDES OF CURB RAiF WY BE PMWOE MONOL MICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4,: IF THAT AD,IMP DOM O. OOR FLMW SL>€S CAN BE CAST HOLES MUST IN MAX FOR DOWM BARS OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REN:UIiEO 'B/tiS ARE To BE N0. €E X 8" PLACED T CENTER TO CENTER ALONG BBOOTH SIDES OF THF, RAMP 'FLOCK, MID -DEPTH OF RAMP FLOOR. W NIM MIM CONCRETE COVER tIt"• 6. CURs t CURB AND GUTTER SLOPE. AD AGENT TO CURB RAMPS ARE MfCLUgED N PAYMENT FOR CURB f CUtffi ARM) GUTTER. 7:. CURB RIPS ARE TO SE LOCATED AS SHROWN ON THE PLANS OR AS DIRECTED BY THE EN01NEE1R THE1j ARE TO BE PROVIDED AT, INTERSECTIONS WHEREVER AN ACCESSIBLE KOUTE +n1THN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EiISTINN3 PROPOSED. OR NONEXSTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN ALKS AS ON PLIES OR AS DIRECTED. BY THE ENKI<tEQt, AND HOT BE LOCATED AE)RD VEHICLE STOP LIES EXISTING LKarr POLES RE LIi�CTED STABLE,DROP'FI 1 MD�SIS�T�SPA:�tM f��QMECTNG S ACCESSIBLE EL�AQITS OFA FACILITY THAT CAN BE APPROA H& ENtERED AND USED BY PEDESYRMINS. IL RAMPS MAY BE PLACED ON RADW, OR TANGENTIAL SECTIONS PROVIDED THAT THE GXIRB GDPEI�NG Is PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SL AT THE CONNECTION OF THE CURB OPE)MING S PERPENDICULAR It THE CURB. �T �F��AyY ST CQOA E� GHEA� T 7RUgC TRIFFlC) FOR O& 1O: WHEN CURB RAMPS ARE V= N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL, BETWIDTH OF THE SHARED USE :PATH CG -12 - x t+ "T OF PAVEAENT� AT)K* ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR -O o dQvo0 000000 0 0 0 0 .a 0 0 0000000 N V O O O O O O O O O O 0 0 0 0 0 + , £ „ 0 0 0 0 0 0 00 0 0 0 0 00 a a V 0 0 0 0 0 000 01000'.000 0. 02 '` 000 00 000 00000001 O 0 0 0 0 0 00 0 0 0 0 0 0 0 0.9" • 1.4" VARIABLE 4' WNMUM. -PAY UMffS TRUNCATED DOME DETECTABLE WARNING DETAIL 1 OF 4 CG -12 DETECTABLE WARN.NG SURFACE REV 7/05GENERAL NOTES 105 103.E VIRGINIA IA DEPARTMENT OF TRANSPORTATION 502 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S -112- SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC A UNDISTURBED SOIDMLL LJIH. kIwIIY) TREE PLANTING DETAIL C11 Not To Scale 5EE PLANS POR EXACT LAYOUT. SPACE PLANTS A5 5PECIFIED IN PLANT L15T OR A5 5HOWN. ADJUST SPACING A5 NECE55AKY OR A5 DIRECTED BY LAND5CAPE ARCHITECT. SET SHRUB PLUMB. TOP OF ROOTBALL 5HALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER oa '\114 \ �� 4 REMOVE BURLAP PROM TOP I/3 �- THOROUGHLY. Of ROOTBALL � O I Ln C) In 3" TALL WATERING BERM PLANTING PIT. PREPARED 501L FOR 5HRUB5 -\ Fr-FIN15HED GRADE IMP 2 SHRUB PLANTING DETAIL C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) 1. The, following 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 he 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 Operation and Storage: LJHeavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted 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. Toxic Materials: ❑ Toxic materials shall not be. stored within 100 feet of the dripline of trees to be saved. S. 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 W lowered within the dripline a tree to be 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. Cleanups ❑ Protective fencing shall be the last items removed .during the final cleanup, 13. Damaged Trees: s shall be treated immediately by pruning, fertilization or other methods reeomDriended by a tree specialist L) Damaged tree NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of 1 4" - 3,000 PSI CONCRETE --0.5' o-oo --o-o-ooo --- 0 0 0 0 0 0 0 04' - VDOT #21A BASESTONE �- o�o�o�o�o�o0o0o� 1- 0.5' I I I I I I I I I I I I I I I I I i I I I I i il'`- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION C11 Not To Scale CD -i COMBINATION UNDERDRAIN CD -2 ON FILLS -0G-SID CG -8 A WIDTH OF }" -ENTRANCE'-'"I 4' 0• MMI• lx WOTH OF ENTRANCE d CG -2 EXPANSION JOINT RODUTE MIN 4 0' MINS_- � , ♦h NOTES - OTES-L1HS yytt 0„ W 'TTRAVE �' 4. „ M� 5 1L TIRISITEM MAY BE PRECAST OR CAST N PLACE. EttS OR PROP D SIDErt K OR SID E�i` ? SPACE CURB INCLUDED tN�, ENTRANCE GUTTER PEDESTRIAN ACCESS ROUTE DETAL EXPANSION JOPRI W 2.COiORETE To.BE CLASS A3 W CAST IN PLACE, 532E OR PROPOSED VDOT RIGHT -OF WAY UPAVED-SPACE 4000PSIPSI IF PRECAST. , 0 o 0 0 0 0 00000000000 - "-w-SELECT MATERIAL TYPE i OR SLBGRAOE 6.0.0 . 0-cS•,a-o•0- _g,_P . a • �g (CEMENT OR LRE STABILIZED) UNPAVED SPACE AND SIDEWALK SPACE LESS THAN 7'. LINE 1,1 pR soNG 0 �t R8� ?ANDOFOR a" 1r� FLO# LOCATED AT THIS PONT WHEN SUBBASE AND SUBGRADE ARE STABILIZED. WIDTH OF GUTTER FACE WRL�Li�BE AS R gRWIDTH sTHE ON SPOTHE SPAVEMENT (3 x 16' EXPANSION JOINT ABSOLUTE MINIUM 12' 4.THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" EDGE PAVEMENT . PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND s. • b. ' • e. SMOOTH WALL PE 70 PSL 3643E TO P51 3f3E3f WITH OUTLET PIPE ON LOW SkDE ONLY. (is" OEPTHT OR DNI REAEt MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTT OF CURB j�tL1_COIICDE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE., . o.o• HALF PLAN A DITTY TH THE TOP OFA OF TDI£ P T SUBSTRUCTURE. OTHER%t5E THE DEPTH IS T0. BE 18' AS SHOWN,.NO ADJUSTMENT VMTANDA REQUIRED WITH A MAX. V. CROSS SLOPE, TION REF�"cE N TME PtaCE BID IB TO BE MADE FOR A DECREASE OR ANI (AT LOWER END OF CUTS) VIRONMkDEPARTMENT OF TRANSPORTATION Ctr3 OR CG -7 THE CUB FACE ON THIS STANDARD IS. T'0 BE ADJUSTED TO MATCH '. SHEET 1 OF IREvIsION INCREASE IN DEPTH: =.O-* { 2" R 5.CG-2 IS Y BE pSEb ON ROTAS AYS TING THE REO(JIRtV IS FOR CG 8 A5, APP£f�iX A OF THE VDOT ROAR VANUN.. x z �� • • e _ - - - _ * * CG -6 IS BASED ON ROADWAY CLASSIFICATION SECTION C -C 1±. 7,, . �, I �. e, p• ° „a �o q o;a CLASS A3 (H E.s.) caNc. boo-�aa�'4a�m IO- `aqa e:a8o'o.a 6" AGM. BASE I IZE 21B 1+----s -o" 51-01, AID DESIGN SPEED AS SHOWN N APPENDIX A FOR CURB AND CUTTER ONLY ME APOINT OF GRADE CHANGE L' �'• FOR 'SIDEWALK CURB AND G s, BUILT &&CURRENTLY e * M 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS SECTION A -A x * s 3 X MAXIMUM DECREASE N SLOPE FOR FIRST 11Y INTERVAL AND 8 X MAMUM DECREASE FOR SUCCEEDINGMINIMUM 10' INTERVALS SECTION D -D s" ' .4 SURFACE STANDARD ENTRANCE GUTTERfUDEWE SEE NOTE 4 REV, 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 M.03 �+' •"'.e- BASE + D • A • D • D - .'A -- - - - THE BOTTOM OF THE (CURB AND - GUTTER MAY SE CONSTRUCTED SIDBASE {„ RADIUS 6" 5" SUBBASE COURSES PROVIDED A MMHMUN DEPTH OF 7" 7O1Y:d IS MAINTAINED. 15" v SURFACE THS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR `1. a A BASE REFERENCECOMBINATION 6" CURB & GUTTER SUBBASE 105 ACCEEALTERNATIVE REV. 9/06 502 IF CM IS EXTRUDED VIXT1CAM FIEFUMSTANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION REV- 9/08 201.01 GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMM. 2, DETECTABLE WARNING TO BE CLASS A-3C0NICREASS TE (CLA-4 F PRECAST) WITH SLP RESIMC STT INTEGRAL SURFACE cOVERNG THE FULL WIDTH OF THE ROWP,FLOOR ,BY 2 FOOT IN LENGTH IN TNI^ OM OF PEDESTRIAIN Y�f "/YdV G 'h'76'= A U Y�NITIM THE API OTVX15F THE E S DETECTABLE & SLOPING SIDES OF CURB RAiF WY BE PMWOE MONOL MICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4,: IF THAT AD,IMP DOM O. OOR FLMW SL>€S CAN BE CAST HOLES MUST IN MAX FOR DOWM BARS OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REN:UIiEO 'B/tiS ARE To BE N0. €E X 8" PLACED T CENTER TO CENTER ALONG BBOOTH SIDES OF THF, RAMP 'FLOCK, MID -DEPTH OF RAMP FLOOR. W NIM MIM CONCRETE COVER tIt"• 6. CURs t CURB AND GUTTER SLOPE. AD AGENT TO CURB RAMPS ARE MfCLUgED N PAYMENT FOR CURB f CUtffi ARM) GUTTER. 7:. CURB RIPS ARE TO SE LOCATED AS SHROWN ON THE PLANS OR AS DIRECTED BY THE EN01NEE1R THE1j ARE TO BE PROVIDED AT, INTERSECTIONS WHEREVER AN ACCESSIBLE KOUTE +n1THN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EiISTINN3 PROPOSED. OR NONEXSTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN ALKS AS ON PLIES OR AS DIRECTED. BY THE ENKI<tEQt, AND HOT BE LOCATED AE)RD VEHICLE STOP LIES EXISTING LKarr POLES RE LIi�CTED STABLE,DROP'FI 1 MD�SIS�T�SPA:�tM f��QMECTNG S ACCESSIBLE EL�AQITS OFA FACILITY THAT CAN BE APPROA H& ENtERED AND USED BY PEDESYRMINS. IL RAMPS MAY BE PLACED ON RADW, OR TANGENTIAL SECTIONS PROVIDED THAT THE GXIRB GDPEI�NG Is PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SL AT THE CONNECTION OF THE CURB OPE)MING S PERPENDICULAR It THE CURB. �T �F��AyY ST CQOA E� GHEA� T 7RUgC TRIFFlC) FOR O& 1O: WHEN CURB RAMPS ARE V= N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL, BETWIDTH OF THE SHARED USE :PATH CG -12 - x t+ "T OF PAVEAENT� AT)K* ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR -O o dQvo0 000000 0 0 0 0 .a 0 0 0000000 N V O O O O O O O O O O 0 0 0 0 0 + , £ „ 0 0 0 0 0 0 00 0 0 0 0 00 a a V 0 0 0 0 0 000 01000'.000 0. 02 '` 000 00 000 00000001 O 0 0 0 0 0 00 0 0 0 0 0 0 0 0.9" • 1.4" VARIABLE 4' WNMUM. -PAY UMffS TRUNCATED DOME DETECTABLE WARNING DETAIL 1 OF 4 CG -12 DETECTABLE WARN.NG SURFACE REV 7/05GENERAL NOTES 105 103.E VIRGINIA IA DEPARTMENT OF TRANSPORTATION 502 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S -112- SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC A UNDISTURBED SOIDMLL LJIH. kIwIIY) TREE PLANTING DETAIL C11 Not To Scale 5EE PLANS POR EXACT LAYOUT. SPACE PLANTS A5 5PECIFIED IN PLANT L15T OR A5 5HOWN. ADJUST SPACING A5 NECE55AKY OR A5 DIRECTED BY LAND5CAPE ARCHITECT. SET SHRUB PLUMB. TOP OF ROOTBALL 5HALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER oa '\114 \ �� 4 REMOVE BURLAP PROM TOP I/3 �- THOROUGHLY. Of ROOTBALL � O I Ln C) In 3" TALL WATERING BERM PLANTING PIT. PREPARED 501L FOR 5HRUB5 -\ Fr-FIN15HED GRADE IMP 2 SHRUB PLANTING DETAIL C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) 1. The, following 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 he 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 Operation and Storage: LJHeavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted 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. Toxic Materials: ❑ Toxic materials shall not be. stored within 100 feet of the dripline of trees to be saved. S. 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 W lowered within the dripline a tree to be 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. Cleanups ❑ Protective fencing shall be the last items removed .during the final cleanup, 13. Damaged Trees: s shall be treated immediately by pruning, fertilization or other methods reeomDriended by a tree specialist L) Damaged tree NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of 1 4" - 3,000 PSI CONCRETE --0.5' o-oo --o-o-ooo --- 0 0 0 0 0 0 0 04' - VDOT #21A BASESTONE �- o�o�o�o�o�o0o0o� 1- 0.5' I I I I I I I I I I I I I I I I I i I I I I i il'`- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION C11 Not To Scale CD -i COMBINATION UNDERDRAIN CD -2 ON FILLS -0G-SID CG -8 A WIDTH OF }" -ENTRANCE'-'"I 4' 0• MMI• lx WOTH OF ENTRANCE d LIMITS OF 4`-0" MIN. LIMIT'S OF PEDESSSTT�R,IAN _ _ ACC - PEDESTRIANROU EXPANSION JOINT RODUTE MIN 4 0' MINS_- � , ♦h _ 6 yytt 0„ W 'TTRAVE �' 4. „ M� 5 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, EttS OR PROP D SIDErt K OR SID E�i` ? SPACE CURB INCLUDED tN�, ENTRANCE GUTTER PEDESTRIAN ACCESS ROUTE DETAL EXPANSION JOPRI W ADDITIONAL RIGHT-OF-WAY 15 REQREp F THE LIMITS OF PEDESTRIAN ACCESS ROUTE 6fI EXTEND BEYOND EMSTNG 532E OR PROPOSED VDOT RIGHT -OF WAY UPAVED-SPACE DETAIL TO BE USED WHEN THE C WIDTH OF , 0 o 0 0 0 0 00000000000 - "-w-SELECT MATERIAL TYPE i OR SLBGRAOE 6.0.0 . 0-cS•,a-o•0- _g,_P . a • �g (CEMENT OR LRE STABILIZED) UNPAVED SPACE AND SIDEWALK SPACE LESS THAN 7'. LINE OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL a" 1r� FLO# LOCATED AT THIS PONT WHEN SUBBASE AND SUBGRADE ARE STABILIZED. WIDTH OF GUTTER BE PAD FOR AS RADIAL COMBINATION CURB & gRWIDTH sTHE ON SPOTHE SPAVEMENT (3 x 16' EXPANSION JOINT ABSOLUTE MINIUM 12' ®�BSSTTRUCTEEDD.SSTTAABLE.FIIRRMM ND EPARESSTANT�S p. s. EDGE PAVEMENT . PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND s. • b. ' • e. SMOOTH WALL PE 70 PSL 3643E TO P51 3f3E3f WITH OUTLET PIPE ON LOW SkDE ONLY. USED BY PEDESTRIANS. INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE., . o.o• HALF PLAN A IME PEDESTRIAN ACCESS ROUTES 10 ARE BEING F PROVIDED, A MINIMUM 4'TRAVERSABLE WIDTH IS SECTION B -B VMTANDA REQUIRED WITH A MAX. V. CROSS SLOPE, TION REF�"cE WHEN USED IN CONJUNCTION WITH STNJDARD t+-2'-O"l (AT LOWER END OF CUTS) VIRONMkDEPARTMENT OF TRANSPORTATION Ctr3 OR CG -7 THE CUB FACE ON THIS STANDARD IS. T'0 BE ADJUSTED TO MATCH '. SHEET 1 OF IREvIsION THE MOUNTABLE CURB CONFIGURATION. ,p• =.O-* *01% To 40% CHANGE PARABOLIC FACE OF CURB 6"� A"E�•i--SDEtNALK SPACE !, • T NORMA- GUTTER 12% MAC SLOPE 7 ®� x z �� • • e _ - - - _ * * CG -6 IS BASED ON ROADWAY CLASSIFICATION SECTION C -C 1±. 7,, . �, I �. e, p• ° „a �o q o;a CLASS A3 (H E.s.) caNc. boo-�aa�'4a�m IO- `aqa e:a8o'o.a 6" AGM. BASE I IZE 21B 1+----s -o" 51-01, AID DESIGN SPEED AS SHOWN N APPENDIX A FOR CURB AND CUTTER ONLY ME APOINT OF GRADE CHANGE L' �'• FOR 'SIDEWALK CURB AND G s, BUILT &&CURRENTLY e * M 12 X MAXIMUM INCREASE N SLOPE AT MINIMUM 10' INTERVALS SECTION A -A x * s 3 X MAXIMUM DECREASE N SLOPE FOR FIRST 11Y INTERVAL AND 8 X MAMUM DECREASE FOR SUCCEEDINGMINIMUM 10' INTERVALS SECTION D -D s" STANDARD ENTRANCE GUTTERfUDEWE REV, 2/06 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 M.03 GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMM. 2, DETECTABLE WARNING TO BE CLASS A-3C0NICREASS TE (CLA-4 F PRECAST) WITH SLP RESIMC STT INTEGRAL SURFACE cOVERNG THE FULL WIDTH OF THE ROWP,FLOOR ,BY 2 FOOT IN LENGTH IN TNI^ OM OF PEDESTRIAIN Y�f "/YdV G 'h'76'= A U Y�NITIM THE API OTVX15F THE E S DETECTABLE & SLOPING SIDES OF CURB RAiF WY BE PMWOE MONOL MICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4,: IF THAT AD,IMP DOM O. OOR FLMW SL>€S CAN BE CAST HOLES MUST IN MAX FOR DOWM BARS OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REN:UIiEO 'B/tiS ARE To BE N0. €E X 8" PLACED T CENTER TO CENTER ALONG BBOOTH SIDES OF THF, RAMP 'FLOCK, MID -DEPTH OF RAMP FLOOR. W NIM MIM CONCRETE COVER tIt"• 6. CURs t CURB AND GUTTER SLOPE. AD AGENT TO CURB RAMPS ARE MfCLUgED N PAYMENT FOR CURB f CUtffi ARM) GUTTER. 7:. CURB RIPS ARE TO SE LOCATED AS SHROWN ON THE PLANS OR AS DIRECTED BY THE EN01NEE1R THE1j ARE TO BE PROVIDED AT, INTERSECTIONS WHEREVER AN ACCESSIBLE KOUTE +n1THN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EiISTINN3 PROPOSED. OR NONEXSTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN ALKS AS ON PLIES OR AS DIRECTED. BY THE ENKI<tEQt, AND HOT BE LOCATED AE)RD VEHICLE STOP LIES EXISTING LKarr POLES RE LIi�CTED STABLE,DROP'FI 1 MD�SIS�T�SPA:�tM f��QMECTNG S ACCESSIBLE EL�AQITS OFA FACILITY THAT CAN BE APPROA H& ENtERED AND USED BY PEDESYRMINS. IL RAMPS MAY BE PLACED ON RADW, OR TANGENTIAL SECTIONS PROVIDED THAT THE GXIRB GDPEI�NG Is PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SL AT THE CONNECTION OF THE CURB OPE)MING S PERPENDICULAR It THE CURB. �T �F��AyY ST CQOA E� GHEA� T 7RUgC TRIFFlC) FOR O& 1O: WHEN CURB RAMPS ARE V= N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL, BETWIDTH OF THE SHARED USE :PATH CG -12 - x t+ "T OF PAVEAENT� AT)K* ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR -O o dQvo0 000000 0 0 0 0 .a 0 0 0000000 N V O O O O O O O O O O 0 0 0 0 0 + , £ „ 0 0 0 0 0 0 00 0 0 0 0 00 a a V 0 0 0 0 0 000 01000'.000 0. 02 '` 000 00 000 00000001 O 0 0 0 0 0 00 0 0 0 0 0 0 0 0.9" • 1.4" VARIABLE 4' WNMUM. -PAY UMffS TRUNCATED DOME DETECTABLE WARNING DETAIL 1 OF 4 CG -12 DETECTABLE WARN.NG SURFACE REV 7/05GENERAL NOTES 105 103.E VIRGINIA IA DEPARTMENT OF TRANSPORTATION 502 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S -112- SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC A UNDISTURBED SOIDMLL LJIH. kIwIIY) TREE PLANTING DETAIL C11 Not To Scale 5EE PLANS POR EXACT LAYOUT. SPACE PLANTS A5 5PECIFIED IN PLANT L15T OR A5 5HOWN. ADJUST SPACING A5 NECE55AKY OR A5 DIRECTED BY LAND5CAPE ARCHITECT. SET SHRUB PLUMB. TOP OF ROOTBALL 5HALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER oa '\114 \ �� 4 REMOVE BURLAP PROM TOP I/3 �- THOROUGHLY. Of ROOTBALL � O I Ln C) In 3" TALL WATERING BERM PLANTING PIT. PREPARED 501L FOR 5HRUB5 -\ Fr-FIN15HED GRADE IMP 2 SHRUB PLANTING DETAIL C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) 1. The, following 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 he 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 Operation and Storage: LJHeavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted 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. Toxic Materials: ❑ Toxic materials shall not be. stored within 100 feet of the dripline of trees to be saved. S. 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 W lowered within the dripline a tree to be 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. Cleanups ❑ Protective fencing shall be the last items removed .during the final cleanup, 13. Damaged Trees: s shall be treated immediately by pruning, fertilization or other methods reeomDriended by a tree specialist L) Damaged tree NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of 1 4" - 3,000 PSI CONCRETE --0.5' o-oo --o-o-ooo --- 0 0 0 0 0 0 0 04' - VDOT #21A BASESTONE �- o�o�o�o�o�o0o0o� 1- 0.5' I I I I I I I I I I I I I I I I I i I I I I i il'`- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION C11 Not To Scale CD -i COMBINATION UNDERDRAIN CD -2 ON FILLS TCP OF CUT PAY LICTYPICAL) CG -8 PAVEMENT BEGIN WITH 46' UBBASE DITCH LINE ELBOW UBMADE 94WLDER LINE NOTES: COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS PAVEMENT CENTER LINE SECTION TRAVEL LANES u �•I _ (WITH TYPE 1 SELECT MATERIAL) --�- •- - .� • .� - � , ♦h 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. PIPAY E TO SHOULM LINE BEDIN WITH 43• •E- PAVEMENT SURFACE & BASE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 6 0.0 o A O 0 o -t- SUBBASE l o-o-o-o-n.o•o-n•o-n..cs•o•..E-SELECTMATERIALTYPEsORI a+/ KTYP�ICAL1 ••••• 057 AGGREGATE, R8 AGGREGATE OR CRUSHED •% • 'GRADATION 4000 PSI IF PRECAST. OEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD 1 COMBINATION UNDERDRAIN) OR T-�-- PAVEMENT SURFACE It BASE' 3. COMBINATION CURB & CUTTER HAVING A RADIUS , 0 o 0 0 0 0 00000000000 - "-w-SELECT MATERIAL TYPE i OR SLBGRAOE 6.0.0 . 0-cS•,a-o•0- _g,_P . a • �g (CEMENT OR LRE STABILIZED) • 057 AGGREGATE, M8 AGOWGATE OR CRUSHED DRAINAGE CLASS MEETING 08 (GRADATION REQURE'MENTS. GENERAL NOTES OF 300 FEET OR LESS (ALONG FACE OF CURB)SHALL 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE 66TH LOCATED AT THIS PONT WHEN SUBBASE AND SUBGRADE ARE STABILIZED. 2, TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGtLY HAND TAMPED TO BE PAD FOR AS RADIAL COMBINATION CURB & NON -PERFORATED OUTLET PIPE 3. OUTLET SHALLBEGIN AT THE EDGE OFTE TRAVEL EA sTHE ON SPOTHE SPAVEMENT (3 x DESIRABLE) GRADE. GUTTM. TYPE OF PPE W.T. 4" AGM DIAMETERN W -T. 6" NOM. DIAMETER OUTLETS UTINLETS R FOR �' THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP SMOOTH WALL PVC r103 10.15319 ON 5uKRELEVATM SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SMOOTH WALL PE 70 PSL 3643E TO P51 3f3E3f WITH OUTLET PIPE ON LOW SkDE ONLY. 4_fOR USE WITH STABILIZED OPEN -GRADED INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE., 3f WILL THICKNESS GMM - INCHES 7• ALL CONNECTIOPIa (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE T0, BE OF THE SANAE (2tU15FMNG STRENGTH AS THE OUTLET PIPE. WNX TESTED ACCORDING TO ASTM 1>-2412 AT 5X DEFLECTION. & OUTLET PIPE TO BE SECURELY CONNECTED TO EW -1208 OTHER DRAINAGE DRAINAGE LAYER THE BOTTOM OF THE CURB VMTANDA STANDARD COMBINATION UNDERDRAIN TION REF�"cE AND GUTTER BE CONSTRUCTED PARALLEL To THE sLo sveeASE couRSEs (AT LOWER END OF CUTS) VIRONMkDEPARTMENT OF TRANSPORTATION 232 701 SHEET 1 OF IREvIsION AND TO THE DEPTH OF THE PAVEMENT. =.O-* 5. ALLOWABLE CRITERIA FOR THE USE OF CG -6 IS BASED ON ROADWAY CLASSIFICATION AID DESIGN SPEED AS SHOWN N APPENDIX A 2" R OF THE VOOT ROAD DESIGN MANUAL s" 7„ + D • A • D • D - - - - -- - - - - - THE BOTTOM OF THE (CURB AND - GUTTER MAY SE CONSTRUCTED PARALLEL TO THE SLOPE OF 6" 2'-0" SUBBASE COURSES PROVIDED A MMHMUN DEPTH OF 7" IS MAINTAINED. THS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECFICATION REFERENCECOMBINATION 6" CURB & GUTTER 105 REV. 9/06 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20103 GENERAL NOTES: L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED COMM. 2, DETECTABLE WARNING TO BE CLASS A-3C0NICREASS TE (CLA-4 F PRECAST) WITH SLP RESIMC STT INTEGRAL SURFACE cOVERNG THE FULL WIDTH OF THE ROWP,FLOOR ,BY 2 FOOT IN LENGTH IN TNI^ OM OF PEDESTRIAIN Y�f "/YdV G 'h'76'= A U Y�NITIM THE API OTVX15F THE E S DETECTABLE & SLOPING SIDES OF CURB RAiF WY BE PMWOE MONOL MICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4,: IF THAT AD,IMP DOM O. OOR FLMW SL>€S CAN BE CAST HOLES MUST IN MAX FOR DOWM BARS OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4. 5. REN:UIiEO 'B/tiS ARE To BE N0. €E X 8" PLACED T CENTER TO CENTER ALONG BBOOTH SIDES OF THF, RAMP 'FLOCK, MID -DEPTH OF RAMP FLOOR. W NIM MIM CONCRETE COVER tIt"• 6. CURs t CURB AND GUTTER SLOPE. AD AGENT TO CURB RAMPS ARE MfCLUgED N PAYMENT FOR CURB f CUtffi ARM) GUTTER. 7:. CURB RIPS ARE TO SE LOCATED AS SHROWN ON THE PLANS OR AS DIRECTED BY THE EN01NEE1R THE1j ARE TO BE PROVIDED AT, INTERSECTIONS WHEREVER AN ACCESSIBLE KOUTE +n1THN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EiISTINN3 PROPOSED. OR NONEXSTENT, THEY MUST BE LOCATED WITHIN PEDESTRIAN ALKS AS ON PLIES OR AS DIRECTED. BY THE ENKI<tEQt, AND HOT BE LOCATED AE)RD VEHICLE STOP LIES EXISTING LKarr POLES RE LIi�CTED STABLE,DROP'FI 1 MD�SIS�T�SPA:�tM f��QMECTNG S ACCESSIBLE EL�AQITS OFA FACILITY THAT CAN BE APPROA H& ENtERED AND USED BY PEDESYRMINS. IL RAMPS MAY BE PLACED ON RADW, OR TANGENTIAL SECTIONS PROVIDED THAT THE GXIRB GDPEI�NG Is PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SL AT THE CONNECTION OF THE CURB OPE)MING S PERPENDICULAR It THE CURB. �T �F��AyY ST CQOA E� GHEA� T 7RUgC TRIFFlC) FOR O& 1O: WHEN CURB RAMPS ARE V= N CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL, BETWIDTH OF THE SHARED USE :PATH CG -12 - x t+ "T OF PAVEAENT� AT)K* ,SAME AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR -O o dQvo0 000000 0 0 0 0 .a 0 0 0000000 N V O O O O O O O O O O 0 0 0 0 0 + , £ „ 0 0 0 0 0 0 00 0 0 0 0 00 a a V 0 0 0 0 0 000 01000'.000 0. 02 '` 000 00 000 00000001 O 0 0 0 0 0 00 0 0 0 0 0 0 0 0.9" • 1.4" VARIABLE 4' WNMUM. -PAY UMffS TRUNCATED DOME DETECTABLE WARNING DETAIL 1 OF 4 CG -12 DETECTABLE WARN.NG SURFACE REV 7/05GENERAL NOTES 105 103.E VIRGINIA IA DEPARTMENT OF TRANSPORTATION 502 SET TRUNK PLUMB. SEE PLANS FOR EXACT LAYOUT AND SPACING. TREE TIES, SEE S -112- SQ. OAK SET 180 DEGREE APART FINISHED GRADE APPLY 2" OF MULCH PLANTING AND WATER 4" COMPACTED E, WATERING BERM EXISTING GRADE PLANTING PIT. SEE SF EXACT REQUIREMENTS SOIL, AND PLANTING AMENDMENTS. REMOVE BURLAP & S FROM TOP 1/3 OF RC A UNDISTURBED SOIDMLL LJIH. kIwIIY) TREE PLANTING DETAIL C11 Not To Scale 5EE PLANS POR EXACT LAYOUT. SPACE PLANTS A5 5PECIFIED IN PLANT L15T OR A5 5HOWN. ADJUST SPACING A5 NECE55AKY OR A5 DIRECTED BY LAND5CAPE ARCHITECT. SET SHRUB PLUMB. TOP OF ROOTBALL 5HALL NOT BE MORE THAN I " ABOVE FINISHED GRADE MULCH 2" DEEP IMMEDIATELY AFTER PLANTING AND WATER oa '\114 \ �� 4 REMOVE BURLAP PROM TOP I/3 �- THOROUGHLY. Of ROOTBALL � O I Ln C) In 3" TALL WATERING BERM PLANTING PIT. PREPARED 501L FOR 5HRUB5 -\ Fr-FIN15HED GRADE IMP 2 SHRUB PLANTING DETAIL C11 Not To Scale 1.5" OF SM -9.5A SUPERPAVE 2.5" - ASPHALT CONCRETE BASE COARSE TYPE BM -25.0 4" - VDOT #21A BASESTONE COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED TYPICAL PAVEMENT SECTION FOR NEW ROADS Not To Scale County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III -284-111-297 for complete specifications) 1. The, following 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 he 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 Operation and Storage: LJHeavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted 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. Toxic Materials: ❑ Toxic materials shall not be. stored within 100 feet of the dripline of trees to be saved. S. 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 W lowered within the dripline a tree to be 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. Cleanups ❑ Protective fencing shall be the last items removed .during the final cleanup, 13. Damaged Trees: s shall be treated immediately by pruning, fertilization or other methods reeomDriended by a tree specialist L) Damaged tree NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 511/06 Page 1 of 1 4" - 3,000 PSI CONCRETE --0.5' o-oo --o-o-ooo --- 0 0 0 0 0 0 0 04' - VDOT #21A BASESTONE �- o�o�o�o�o�o0o0o� 1- 0.5' I I I I I I I I I I I I I I I I I i I I I I i il'`- COMPACTED SUBGRADE MIN. CBR=6.0 TO BE FIELD VERIFIED 4 TYPICAL SIDEWALK SECTION C11 Not To Scale CD -i COMBINATION UNDERDRAIN CD -2 ON FILLS TCP OF CUT PAY LICTYPICAL) CUTPIPE TO PAVEMENT BEGIN WITH 46' UBBASE DITCH LINE ELBOW UBMADE 94WLDER LINE TRENCH PLACEMENT COMBINATION UNDERDRAIN CD -1 AT LOWER END OF CUTS PAVEMENT CENTER LINE SECTION TRAVEL LANES u �•I _ (WITH TYPE 1 SELECT MATERIAL) --�- •- - .� • .� - � , ♦h LWRS POR TRENCH PLACEMENT EDGE OF PAVEMENT PQUIET PIPAY E TO SHOULM LINE BEDIN WITH 43• •E- PAVEMENT SURFACE & BASE TOE OFa FILL 6 0.0 o A O 0 o -t- SUBBASE l o-o-o-o-n.o•o-n•o-n..cs•o•..E-SELECTMATERIALTYPEsORI a+/ KTYP�ICAL1 ••••• 057 AGGREGATE, R8 AGGREGATE OR CRUSHED •% • 'GRADATION CLASS MEETING 08 REQUIREMENTS. OEOTEXTILE DRAINAGE FABRIC (PLACEMENT OF CD 1 COMBINATION UNDERDRAIN) OR T-�-- PAVEMENT SURFACE It BASE' 0 'F- SUBBASE OR CEMENT STABILIZED SUBBASE , 0 o 0 0 0 0 00000000000 - "-w-SELECT MATERIAL TYPE i OR SLBGRAOE 6.0.0 . 0-cS•,a-o•0- _g,_P . a • �g (CEMENT OR LRE STABILIZED) • 057 AGGREGATE, M8 AGOWGATE OR CRUSHED DRAINAGE CLASS MEETING 08 (GRADATION REQURE'MENTS. GENERAL NOTES FABRIC 1. UNLESS SPECIFICALLY INDICATED COMBINATION UNDERDRAIN WILL NOT BE 66TH LOCATED AT THIS PONT WHEN SUBBASE AND SUBGRADE ARE STABILIZED. 2, TRENCH SHALL BE FILLED WITH AGGREGATE AND THROUGtLY HAND TAMPED TO INSURE COMPACTNESS. NON -PERFORATED OUTLET PIPE 3. OUTLET SHALLBEGIN AT THE EDGE OFTE TRAVEL EA sTHE ON SPOTHE SPAVEMENT (3 x DESIRABLE) GRADE. CRUSHING STRENGTH 4. ON a" AND CUTTER SEOTONS, WHSE IT IS IMPOSSIBLE TO OTHERWISE PROVIDE TYPE OF PPE W.T. 4" AGM DIAMETERN W -T. 6" NOM. DIAMETER OUTLETS UTINLETS R FOR �' THEY ARE TO BE LOCATED SO AS TO DRAIN INTO DROP SMOOTH WALL PVC r103 10.15319 ON 5uKRELEVATM SECTIONS TRENCH IS TO BE UNDER ENTIRE PAVEMENT AREA SMOOTH WALL PE 70 PSL 3643E TO P51 3f3E3f WITH OUTLET PIPE ON LOW SkDE ONLY. EL INVERT ELEVATION AT OUTLET END OF OUTLET PPE TO BE A MINIMUM OF T•O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE., 3f WILL THICKNESS GMM - INCHES 7• ALL CONNECTIOPIa (ELBOWS, WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE T0, BE OF THE SANAE (2tU15FMNG STRENGTH AS THE OUTLET PIPE. WNX TESTED ACCORDING TO ASTM 1>-2412 AT 5X DEFLECTION. & OUTLET PIPE TO BE SECURELY CONNECTED TO EW -1208 OTHER DRAINAGE STRUCTURE. VMTANDA STANDARD COMBINATION UNDERDRAIN TION REF�"cE ROAD, A (AT LOWER END OF CUTS) VIRONMkDEPARTMENT OF TRANSPORTATION 232 701 SHEET 1 OF IREvIsION DATE =.O-* PAVH7MENT SUBS TOP OF NIU, COMBfU1TKIN UfAQRDRANN `1' arDH -s--PAVEMENTSURFACE & BASE o. D 0000 0000o SUBIBASE OR CEMENT STABILIZED SUBBASE 0 00 -o-o- o o - a • a00000 "E- -(CFSELECME T LMELIZEOIMATERIIALrYWIORSUBGRADE 9fi7 AG(2tSCA 48 ACCWGATE OR CRUSHED GE 0 GLASS MEETING N8 ORADATKIN REQUIREMENTS. 3.0' 0.5'- 4" Class A3 Concrete 5 PAVED FLUME SECTION C11 CD -2 FOR TOE OF - ( L EDGE OF PAVEMENT TRAVEL LACES --i---re - - r-i-------�--- - �= EDGE OF PAVEMENT SHOUWXR LIE, - Jl1 TOEOF FILL / Lb ET PIPE FOR PLAN VIEW SHOWING PLACEMENT OF CD -2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF WE CRUSHING STRENGTH N War- " NOM. MMETERI X W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 70 PER XXX I 1 70 PS1 3E*( X WALL THICKNESS (MN) - INCHES *XX TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. FABIac .GENERAL NOTES L TRENCH SHALL L NE FILLED KITH AGGREGATE AND TWOUG1 LY HMA TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2 &§ PL1PIPE � ONSEA WJIDE PARALLEL O T TRAVEL DER SLOPE 2 Z MVEMENT �t3K DESIRABLE) GRADE. p�er,, BRIDGE '2 3 DUTLETmANo CUTTER S FOR to RASEI'C6nTNEY WHERE TO EEL TAS OTHERWISE WWISE INTO DDROP E CD 2 INLETS OR MANHIOLES. a' -Q SIZE MID. TE 2 B((6 u IDEPTHD PEI 4. ON SUPFRELEVATED SECTIONS, TRENCH IS TO SE UNDER ENTIRE PAVEMENT AREA %ITN OUTLET PIPE ON LOW SIDE ONLY. 5, INVERT RRATON AT OUTLET ENA OF OUTLET PPE TO SE A MINIMUM OF T-0' A60VE INVERT EI.EVATpN OF RE(�tVNG ORMRAGE DITCFI OR STRUCTURE. PLACEMENT OF CD -2 UNDERDRAIN AT a. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7- STRUCTURE.OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DR044DE SPECIFICATION ' STANDARD COMBINATION UNDERDRAIN ROAD � ,,�A,� 232 W(AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET T OF 1 701 VIRGINIA DEPARTMENT OF TRMISPORTATON vee COMBINATION UNDERDRAIN CD -2 ON FILLS CENTER LINE SECTION SHIMP (WITH TYPE 1 "SELECT MATERIA.) 5183 TRENCH PLACEMENT w +E---PAVEMETRT SURFACE i BASE 0 o SUBBASE -o- o- S - o - o • o©o - ce o -con - Oa --�-SELECT MATEPoA. TYPE I OR I %:}� ►87 AGGRLCATE.1ta AGGREGATE OR CRUSTED G£OTEXTI.E GLASS MEETING G8 GRADATION REQIlIiE1EENTS. 1 FRA�IAAE ABRIC -s--PAVEMENTSURFACE & BASE o. D 0000 0000o SUBIBASE OR CEMENT STABILIZED SUBBASE 0 00 -o-o- o o - a • a00000 "E- -(CFSELECME T LMELIZEOIMATERIIALrYWIORSUBGRADE 9fi7 AG(2tSCA 48 ACCWGATE OR CRUSHED GE 0 GLASS MEETING N8 ORADATKIN REQUIREMENTS. 3.0' 0.5'- 4" Class A3 Concrete 5 PAVED FLUME SECTION C11 CD -2 FOR TOE OF - ( L EDGE OF PAVEMENT TRAVEL LACES --i---re - - r-i-------�--- - �= EDGE OF PAVEMENT SHOUWXR LIE, - Jl1 TOEOF FILL / Lb ET PIPE FOR PLAN VIEW SHOWING PLACEMENT OF CD -2 UNDERDRAIN NON -PERFORATED OUTLET PIPE TYPE OF WE CRUSHING STRENGTH N War- " NOM. MMETERI X W.T. 6" NOM. DIAMETER SMOOTH WALL PVC .103 1 1 0.153 SMOOTH WALL PE 70 PER XXX I 1 70 PS1 3E*( X WALL THICKNESS (MN) - INCHES *XX TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLECTION. FABIac .GENERAL NOTES L TRENCH SHALL L NE FILLED KITH AGGREGATE AND TWOUG1 LY HMA TAMPED TO INSURE COMPACTNESS. APPROACH SLAB PAVEMENT 2 &§ PL1PIPE � ONSEA WJIDE PARALLEL O T TRAVEL DER SLOPE 2 Z MVEMENT �t3K DESIRABLE) GRADE. p�er,, BRIDGE '2 3 DUTLETmANo CUTTER S FOR to RASEI'C6nTNEY WHERE TO EEL TAS OTHERWISE WWISE INTO DDROP E CD 2 INLETS OR MANHIOLES. a' -Q SIZE MID. TE 2 B((6 u IDEPTHD PEI 4. ON SUPFRELEVATED SECTIONS, TRENCH IS TO SE UNDER ENTIRE PAVEMENT AREA %ITN OUTLET PIPE ON LOW SIDE ONLY. 5, INVERT RRATON AT OUTLET ENA OF OUTLET PPE TO SE A MINIMUM OF T-0' A60VE INVERT EI.EVATpN OF RE(�tVNG ORMRAGE DITCFI OR STRUCTURE. PLACEMENT OF CD -2 UNDERDRAIN AT a. ALL CONNECTIONS (ELBOWS, WYES, ETC.) WITHIN PAY UMITS FOR OUTLET PPE ARE TO BRIDGE APPROACH SLABS BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 7- STRUCTURE.OUTLET PPE TO BE SECURELY CONNECTED TO EW-12OR OTHER DR044DE SPECIFICATION ' STANDARD COMBINATION UNDERDRAIN ROAD � ,,�A,� 232 W(AT GRADE SAGS AND BRIDGE APPROACHES) REVISION DATE SHEET T OF 1 701 VIRGINIA DEPARTMENT OF TRMISPORTATON vee M. SHIMP T 5183 � w 5 SSroNAI, � Mill resu 1.$', min. NOTES: Asphalt Concrete Surface Material: SM -9.5A for ADT <10,000 sw9.5b for ADT 5 10,000 The, district administrator's designee shall det'ermirie'the restoration requirements for other pavement types, *' Trench width an'd'pipe bedding snail be in accordance with VD©T Std. P1371 12 inches minimum beyond the edge -of trench on longitudinal open cuts, or 25 -feet minimum beyond, We trench centerline on perpendicular open cuts, or as determined by the district administrator's desigrre'e., Date. I August 27, 2014 .Mill & resurface** 7.5'? total asphalt concretepavement, depth or equal to the depth of existing 01 asphalt concrete, whichever is greater Maty -Base course depth ,shall be 10' or equal to depth of existing sub-base,, whichever is .greater O �1✓ic. Ng. 45183 ct administrator's designee Select Material Type.I vilith minImp m'CBR —:30 Class l backfill -material in accordance with Section 302 of the Road and Bridge Specifications No. 26 or 27 aggregate pipe bedding in accordance with Sections 205, & X02 of the Road and Bridge Specifications Not to Scale DUNBAR MILBY WILLIAMS PITTMAN & VAUGHAN, PLLC CONSULTING STRUCTURAL ENGINEERS I I 110 THIRD STREET NE CHARLOTTESVILLE, VA 22902 434.293.5171 FA34.977.5191 RAILING BY o m cn o m II OTHERS "' II o Y c� M q w 2 w r _ 0 o C> MAX SLOPE Lr 4.« 'X 2" e CLR "M" BARS (VERT) [(� NOTES: J Z #4 AT 12" L CONC: 3000 PSI AT 28 DAYS Z (HORIZ) 2. REI NF: GRADE 60. 00-1 3. MAX SOIL BD..RING PRESSURE= 2000 PSF (ASSUMED) Q `. ^a •, a tt57 STONE BACKFILL 4. PROVIDE WALL CONTROLJOINTSAT 20'-0" MAX. Z W (FULL HEIGHT) Z � Z ;'. = 1-- fz "0"BARS (� W W 4" DIAPERFORATED r' . (DOWELS) Z (� m DRAIN ENCASED IN #57 Qo J CRUSHED STONE n U `Z WRAPPED IN FILTER FABRIC. DRAIN TO SUITABLE OUTLET ;v0 - "D" BARS a (SEE DETAIL A) J 2"CLR _ w 7' BARS !J 2 "L" BARS ! 1 DETAIL A W CONT ! _ cn N " f DATE: 08126(1015 v _ a _-K / r {.'. • �'. ��y�1 HC3A`� DMWPVJOB NUMBER: 1508-40 c S SHEET NO: i A • a � � StBp�fBii,Ea..881'Ei@1' � ` ♦ LIC. No 021x731 "B„ 10" "D„ 0e, 2, 15 ao.4' S K "S`OrirAL. Horizontal and vertical .surfaces 'shall be tanked wi#h .RC -250 liquid asphalt at a rate of 0:1 gallon per SY, oras determined by the, .distri RETAINING WALL SCHEDULE DIMENSIONS REINFORCING Hw "B" "C" W. "D" BARS "L" BARS "M" BARS "0"BARS "P" BARS 0' 0"- 4'-0" 4'-8" 1' 4" 2'-6" #1 @ 1$" (4) - #4 --------- #4 c� 18" #4 @ 18" 4'-0"- 6'-0" 2'-0" 3'-11" #r @ 18" (5) - #4 ---------- #4 cLJ 18" #4 @ 18° 6'-0"• 8'-0" 1'_4" 5'_0" 7� 2" �'i @ 18" (6) - �5 #4 @ 18" #5 @ 9" 450 o U 0 450 010 I l7 r Z 445 445 w N w z 440 440 v w mli 435 '� o z 435 = W W az Z 430 430 425 425 N O Ell rn 420WE 420 N �j 415 1 uDi w- F J j 410 410 z w �o 405 405 w Q �1 N U 400 400 395 - _ 395 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 110,111111111 �3 3A 3B A 450 450 1 SANITARY SEWER PROFILE: 1 THRU 8 C14 SCALE: HORZ: 1"=30' VERT:1 "=10' r� O 445 445 U J T M. 5HIMP 44__ _ 445 'c. Wo/45183 5 � 440 440 G 440 440 �sSZONAL V'� 435 435 435 435 430 430 430 430 425 425 425 425 420 420 420 420 r E 415 415 WMIN4 LLJ 41 +50 10+00 10+50 11+00 11+50 12+0015 . _I o - a a 410 410 4 WATERLINE PROFILE: LIBERTY HILL COURT o ^/ 405 405 C14 SCALE: HORZ: 1"=30' VERT:1 "=10' 408+50 1U+u0 10+50 11+00 11+50 1 +0000 'J 2 SANITARY SEWER PROFILE: 3 THRU 3B LO LO CO C14 SCALE: HORZ: 1"=30' VERT:1"=10' Cu 0000 0 NCVCVN N 455 4 co Q, rr, oo d- "<'- 4 N MWVAIMp N N O O O 450 450 .— W� -- � cfl 00 MOM, (� 445 445 IMh 440 6"440 t- 435 !435 Q n .1 O V 425 425 L a:Z 420 420 4 > J 415 415 - a 419+75 00 10+50 11+00 11+50 12+00 12+50 + + + 14+50 15+00 15+50 16+00 16+50 17+00 0 z 3 WATERLINE PROFILE: FREE STATE ROAD W C14 SCALE: HORZ: 1"=30' VERT:1 "=10' 2 0 450 450 V J 445 445 W uj 1 440 440 uj 0 Q 435 435 W G 430 430 rr�� uj CO v1 NE- J 425 425 Q Z Q 420 420 12 Date 415 415 03/10/2015 LLJ LO 410 410 ScaleCn 4 Sheet No. 40;+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+5005 C14 OF 22 3 : FR A V File No. "lliQC14 SCALE: HORZ: 1"=30' VERT:1"=10' 13.040 M - ' ,■ _ rte■ 'Y��� _ 1■ ■ I■rl■ ��iil�ii �II■IAllllll�illlrilll■�i �■ iiiiii■�iii iii �iiA■iiii lli■li� � � -.._ =�I�•� 11■� i �i ■�■1 A I'' i1111lAlrr—�---_ _�,.�.rl■■■A■ 11■■-__"�'rw ii i rlil IIA I ■■■IAII■■ AA�r � 'Iw i i ■ II nli ■ ■ I Iii■■ A■ ���iiAir..�— i° _ "iiiir■r�►� A�� Ilii ii A i�■�■■ _ ��•�- Lai ■1���1�1 III�� , — � 1 Ir ■rl■I�II III■ 1 ��AI�Ar■ ■� - • � 111■1 I�� j WOMI ■■ IA r I� Ir■■■i ■ � ■ III II I NEW= 1 � III I I■■r■ ■ rn..� ...�.���rr�l ��rrr�� liii� IIII������ iiliiiiiiiiiii 0 �� _ I �' It I ■I A �'■■� Alr■■■A 111111■ A■ulolll■ • • _ - €rlst�� �, - -35 fill ...��i�rr■ir■ .Cover A '• -- r used- __..____..-- • ■�■11■I�i■■■11 11■rA� �� �o �. ■A■I IIA■ ��� • • i - ■ � • IIIb I � • t� r■`� milli I i�iA�� : • - ww � �_ I • • • i • - i • • - � n _ - .; r r IIII■AIIIII Irr■ e ara ion "` `----- Illllullll■■■■�� � ■II■C� ■■�--- .._;.►��r:�►i��ai�l � _ s Y - 11 I I II I I ■III 111111■Illll�lllrl � ■�I �� �I�� 1�11„©Ijl I -N III 1■ I I' �■ I I A I 1• I 111111 •< I ■111 � �! 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C II 1 III III I I III ■� IIII - €rlst�� �, - -35 fill . .Cover -- r used- __..____..-- _.__ e ara ion Y - _.-------------------------------------_—__-- ion__...------_----- ----- -_-___.__-__..._--____—_-_-- ,_ - �, cc - --- � � - --�.. - - ---�----- -- --- - -- - --- Al A2 A3 A4 1000DCO o0 U 445 _ _ -- - _ - -_ -- - ----- 445 i � Z B3 B4 B3 63A w N w B1 B2 � O 430 440 440 z .�, - 430 430 430 1 z v W 425 425 435 435 w ri 425 425 Z o= 420 420 430 430 a 420 420 �' 425 425 W 415 415 415 415 410 420 420 a 410 410 410 N N 405 405 415 415 q w WA 405 405 N w 400 400 410 410 > 400 400 9+50 10+00 10+50 11+00 405 405 c 395 395 o W J 3 400 400 Q 39 0090 w °N 0 9+50 10+0) 10+50 11+00 11+50 12+00 11+5u 1J+ —1 STORM SEWER PROFILE: B1 THRU B4 2 STORM SEWER PROFILE: B3 THRU B3A 395 395 ° C15 SCALE: HORZ: 1"=30' VERT:1 "=10' C15 SCALE: HORZ: 1 =3Q VERT:1 =10 p C1 C2 C3 C4 C5 C6 C7 99+50 10+00 10+50 11+00 11+50 12+0�N,LT 455 - 455 ✓ 3 STORM SEWER PROFILE. Al THRU A4 0 C15 SCALE: HORZ: 1 "=30' VERT:1 "=1 Q' U JU IN M. SHIMP 450 450 Lic. N .45183 0 /z1%� w� 445 Now 445 440 440 J-2 MA 435 435 435 435 430 430 430 430 c 425 425 425 425 NOUN ROOME a WE I PINE ca 420 420 420 420 J `-' o "' Q U C p 415 o > 415 415 415 �/ ~o (L j 410 410 410 j 410 405 405 405 _- 405 111112 9+50 10+00 10+50 40 5000 S STORM SEWER PROFILE: JUNCTION THRU NA ���� � N T C7��7� 4 STORM SEWER PROFILE: C2 THRU C8 C15 SCALE: HORZ: 1"=30' VERT:1"=10' D4 D4A C15 SCALE: HORZ: 1"=30' VERT:1 "=10' F1 F2 w Umar" CO 430 _ �, r- 430 455 455 G1 G2 - 0 415 415 425 425 450 450 410 410 420 420 445 445 405 405 415 O 415 440 440 Q V 400 400 410 410 435 435 Z 395 395 4 405 z _ 405 p 430 J 9+ + +50 439+50 10+00 10+50 R 390 1 390 a 6 STORM SEWER PROFILE: D4 THRU NA STORM SEWER PROFILE: F1 THRU F2 I• - C15 SCALE: HORZ: 1 =30 VERT:1 =10 5 - - - - - -- -- - --- -- 33 SCALE: HORZ: 1 "=30' VERT:1 "=10' 389+50 10+00 10+50 11+OD85 D1 D2 D3 D4 �D5% 435 435 J-1 D3B D3C D3D HE '� 8 STORM SEWER PROFILE: G1 THRU G2 C15 SCALE: HORZ: 1"=30' VERT:1 "=10' (�0 445 - ----- - - _ _ - -- ---- -- --- -- - - -_ 445 Q V 430 430 J Wm 440 440 uj W 425 425 E1 E2 E3 > J 435 435 445 445 Wa: 420 420 Q 430 430 440 440 u 415 415 MUMMUMmi 2 435 435 W 425 425 (� 410 410 J 420 420 430 430 J 405 405 z < 415 415 425 425 `� 400 �' 400 410 410 420 420 Date 395 03 10 2015 395mom 5 - -- -- - ---------- - -- -- ---- - 4 Scale OEM 9 4405 419+50 10+00 10+50 11+0015 39 I �90 �+50 10+00 10+50 11+00 11+50 12+00 N A 9+50 10+00 10+50 11+00 11+50 12+00 + Sheet No. g STORM SEWER PROFILE: D1 THRU D5 10 STORM SEWER PROFILE: D3B THRU D3F �11STORM SEWER PROFILE: E1 THRU E3 File N 15 OF 22 j5SCALE: HORZ: 1"=30' VERT:1"=10' C15 SCALE: HORZ: 1"=30' VERT:1"=10' C15 SCALE: HORZ: 1"=30' VERT:1"=10' o. 13.040 r■1111111�11I11 iii � � 111 11111■■ IIII I�t � . ©� r . � Ili IIIIII I�1 .r >• a � IIIA ■I 111 I I� �' III � I ■ 111 .I � � ■� I■ ■■III■ ISI■II■ II ■ I �. 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T■ I �� • 1I�■� 1�■1 • � J■.■ '� _�. � � _ ,1111 1111 � � • • • • • _ ■■r1��i� �• -• � ■1 i II■nlllllln■n■■�i � - -■1111 I • II F�I■II■� ��1:� � �' •• �i��� VIII■IIIIII - I I i i --- III � � � .� - - - _ .. • I •e ■ it I Ili IIIIII • I II .11. 1 1 IIII���� ■I�IIIIIIIIIIIIIIIIIIIIIIIIIIIII■ 11�� II� ���� i • �� ■1111 I 111/1111 I�■IITI � I x. �•� �• 111 ■fill it I■I� �■�IR. • �= = � - iii • �� r �! 1111 II ■ ■�1!-'�'/'1C� ■��1. • • .tJ C � - - 1■■ IIII ■ 11 : .. �=C����11■1■c�r _ :�/�. - • • • its � II _ _ --- ■ � _ 1 0 i��■----_ ■_ �n . �. T■ • • • • `• � � 1111 IIIIII I II .11. 1 1 IIII���� ■I�IIIIIIIIIIIIIIIIIIIIIIIIIIIII■ 11�� II� ���� 1■ ■�I�II • �� ■1111 I 111/1111 I�■IITI - I II 1 1 II • �� I 111/1111 I�■IITI � I x. �•� �• 111 ■fill it I■I� �■�IR. • �= = � - iii • �� _■� ■��1. .. �=C����11■1■c�r _ :�/�. - • • • its � II _ _ --- ■ � _ 1 0 i��■----_ ■_ �n . �. T■ �� • 1I�■� 1�■1 • � J■.■ '� _�. � � _ ,1111 1111 � - I II 1 1 II • �� I 111/1111 I�■IITI � I x. �•� �• 111 ■fill it I■I� �■�IR. • �= = � - I GOOD FOUNDATION MATERIAL- ROCKY FOUNDATION MATERIAL Ib INITIAL BA .:BEDDING B STONE. * STAELE- SOIi FCDCK ' SCRAPE THE .BOTTOM OF THE TRENCH,, REMOVE ALL. STONES. T+O. NSURE THE PIPE. G'OESVTST-ST ON ROCK AND THEN COMPAI T `THE SOIL OR FF,OVOE A 4" BEDDJNG OC #68 STONE. .FOUNDATION IN PO,0R SOIL UNDER - CUT CONDITION L 13ACA(:FIL a11A.ro a: Dr rIN 14}N B68 STONE' ILL ASBY ACSA STABLE SOIL -611 RO NOTE 1. NO POCKS :S,HALL Bt ALLOWED Wi*-MIN 24. OF THEWATER.,L"''Es. 2. NO ROCKS LARGER THAN E1'` IN ANY DIM-E-NSION SHALL. SE ALLOWED ABOVE THE INITIAL. -'BACKFILL' 3.X-10 INITIAL BACKFILL SHALL BE :PLACED- AND COMPACTED IN fix° LIFTS. 4.1,40 'bAGANIC 04A FROZEWMATERIAL.-OR i1EB#TIS SHALL. BE:AL LOWEb IN THE TRENCH - S. BELL HOLES SHALL BE DUG OUT IIN-ALL CASES'. 'DUCTILE IRON WATER PIPE INSTALLATION & 'BEDDfNG- v �, t Ll FOR ALL B ENDS MOEN TFIFW ACCQMM ODA { ; . ANCHO;t IF td771" i/ BEDDING A5 it EQuIRED �3 MIN SECTION 1 -I 4S' thL PI I.7G SECTION 2 _ 2 'PIPE ozc;;;T.F BEND DIMENSIGNS VOL- TEE AND PLUGS W'L- SIZE. OF (FEET) CU.YD. (FLET) Cu•YO SEE NOTE B. SLMD X-6 W-6' 3'-3' 3'-Q' 4'-.B" 2 1 Ur.S REOLMIEW L H ! F -7 -H -T F -7 -H - T 3-3' V -O S-0 2'-9" 3-9" 2" n(s 2.50 ',SO 3.01 .0.24 SEWER. e 4' - B' 3'-0' W -O" V -O' 3'-3 Y-3" 2 1/4" A FILLETED INVERT FOR A S!'<,'!OOT " ° <� .• 1 2" 8' 4' 'M) G' 45.-f5%i 10" 2:35 7.60D -1S ?.Oi7 7.a5 2.50 t7.i5 Tz=WATER 22 I f 2 1:50 2-.00 2.5.7 0,10 LJ Q e TYPICAL MANHOLE SECTION T1 114 I 1:50 2.00 2.50 0110 _ i CAST IRON LID "° `.°` °' '°' 90 3.66 316 3.:5 0.49 . = 18" METER BOX 01-AL=L-r`:<11C 1: « 451 7.F£x 2:f�8 2.77 0.26 ($$Mh p. ;iA• MAIr 'I }r=P1rnr„'- .! 37' MIN. 22 './1 1.66 2.16' 7;69 (1.13 3.,16' Srti C!`P'PER 11 1/4 i.6[ 2.16 2,67 0.13 2. MINIMUM -WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 90 A.Z 3 3.83 3.42 0113. WATER PROOF'M ri COMPOUND. TYPICAL METER VAULT (2'+ METER) 10" a 113 1S, 3:3'3 3.58 2:45 043 3.83 Oxo 2.83 0,52 27 1'12 2-33 2,58 2,86 0.2-1 1$" SNt= F Sr -V �- 11 114 5,83 2.3'3 P.Sd DT fa lore. 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE NP£LINE _. CHANGES DIRECUON, CHAN! SIZ..E, DEW EPICS AND AT VALVE%. 2"U5t°'i560 P..S,1,.ccvcRf-t E. 3..NO'GC7NCRt_Tf SNAt BE 1`pL7REL7 CIN ANY PART OF TH1: JOINT; 4_ TVF GONSUItTING ENGINEER '5HAI,L BE R{-SPCINSIBLE ID THE VERtF'Y Ti1E TYPE 8 SIZE .Ali 4 iPLIST MOCKS. CONCRETE THRUST BLOCKS - FOR BENDS S" & SMALLER USE, STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND. -- FOR BENDS 10" THROUGH 12" USE 2 STRAPS ON BENDS ADJACENT TO BELLS. - FOR le- BEND USE 3 STRAPS AS SHOWN. B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT. BEND SZ A I B C D E F EQUIPPED WITH CHARLOTTES- $ - W V-912'-3' 2`-6" `P-2 2'-6" 1 1/4" e 2'-3 Y-0 2'-6' I'"8' 2'-6. 1 1./4" 11 1/4' 10' ;e -B 3'-9 2'-6 2' -0 S -C 2- LENGTH OF BRANCH VARIES 12" N -O 4=3 3'-O' 2'-3' 3'-6" 2' SEE NOTE B. le X-6 W-6' 3'-3' 3'-Q' 4'-.B" 2 1 Ur.S REOLMIEW 4" - 6" 2'-B' 3'-0 2"-6' 1'--6 2'-6_ 1 114f' 6' Y-0 4'- 7-6' 2'-6" X-3" 2' 221/2' IV 3-3' V -O S-0 2'-9" 3-9" 2" 12" X-9' W-3' '- 12 3/8" i-6 T-3' 4'-0 51-8 2 1/2' SEWER. e 4' - B' 3'-0' W -O" V -O' 3'-3 Y-3" 2 1/4" A FILLETED INVERT FOR A S!'<,'!OOT " ° <� .• 1 2" 8' 3'-6' 6'-6' 3'-O" 3-6" 3-S" 2 1/4" 45' F�l 10" 4'-6' 7'-6 Y' O" 4'-3' 6-0 2 1/4! 12" T-3 V-0 S-3" 5'-0 5-9" 2 1/2' 16 6'-6 11'-0 X-9' W -O 7-3" 2 Ilr CHART 0 FOR UPPER VERTICAL BLOCKING AM V IV OSEPPEEND1N0 OF ST1dMOTUM 2" MAX.' ;w, FIAT SLAB TOP UNIT l • ''-t.`urYli *„,,+�N A :"/.1' M1V _k .a11E '�GJPL VL MH -1 FRAME EQUIPPED WITH CHARLOTTES- AND COVER VILLE THREADS WHICH IS 1pWEOCK MHAM �B,,E33�' O�V�S �T 011 A'F'NL,'.LJ LENGTH OF BRANCH VARIES CENTERS TO BE =+APART. ^� l SEE NOTE B. �s x SPLICER UNT � Y CU. FT. Ur.S REOLMIEW 1168 STONEI 14 1/2" [COVER LIFT NOTCH MIN. © CHANNEL TO BE 3/4 DIAMETER O 12 1/2" 12 3/8" I' TV'>r ..<.�.- SEWER. e FGR :iC ON h.-T,lCil_7 51`!_f A FILLETED INVERT FOR A S!'<,'!OOT " ° <� .• 1 2" TRANSITION OF FLOW BETWEEN e MIN. f 17.5«�I B' MIN. a 1f?TLV f?GSID _n ilk:_ Skli','"r_k': (moi. „JAL ES DE`l FL NOTE W/ NO. 68 $TONE .a ' "k Tz=WATER 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES .SHALL HAVE EXTENDED OR NON -EXTENDED BASES. LJ Q e TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N4 -E _ i CAST IRON LID "° `.°` °' '°' BD• = 18" METER BOX 01-AL=L-r`:<11C 1: (22,5' FOR COMPOUND METER) " ($$Mh p. ;iA• MAIr 'I }r=P1rnr„'- .! 37' MIN. :)i Sr-,R-,wrr, f; t.m 12' MIN. WtNGNUT LOCKING ASSEMBLY Srti C!`P'PER NOTES; 4 _ y� 2. MINIMUM -WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED -r)z ilt>r WATER PROOF'M ri COMPOUND. TYPICAL METER VAULT (2'+ METER) Oki 9" IA, AN RUGA 1c:l NTS 1 FIG. W --7C 3'ETEn I: NOT PM IIID=D. 1$" SNt= F Sr -V �- �- lore. 6 EXTENSION -11111. 3C VSC7 + _VC' -1P: PIPE SLOT (2 PLACES) E• kL.. 3'�x !An%r 4_tl C,1_ I Lc Li r)< rrNi c;xew n:: NOTES: 3Rly< AS j1) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. Ncu:34rtR•r TYPICAL SERVICE LATERAL INSTALLATION TYPICAL METER BOXES NTS (5/8"-1" METERS) FIG, W-6 AM V IV OSEPPEEND1N0 OF ST1dMOTUM 2" MAX.' ;w, FIAT SLAB TOP UNIT l I NOTE: HYDRANT MUST BE MH -1 FRAME EQUIPPED WITH CHARLOTTES- AND COVER VILLE THREADS WHICH IS 1pWEOCK MHAM �B,,E33�' O�V�S �T THE LOCAL STANDARD. OR OThER VQOT MPROVED tETHdDS FOR 4 STEEL DOWELS, LENGTH OF BRANCH VARIES CENTERS TO BE =+APART. ^� l SEE NOTE B. �s x SPLICER UNT � Y CU. FT. Ur.S REOLMIEW 1168 STONEI 3" THREAD 1 NOMINAL INSIDE DIAMETER EXTRA STRONG STEEL PIPE SECTION NOTE: STANDARD 90" HOOK ON END OF ANCHOR BOLTS TO FACE `CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS 36 -MIN X 6 TEE 2500 R.S.I. CONCRET +; BASE AND THRUST BLOCK AGAINST UNDISTURBED STABtr 5011. STEEL PILE ' 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN INALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS 51 IATI !3F GAIVAN17FD THE VALVE TO THE HYDRANT WITH 2-3/4* OR ASPI tA! T COATFD TIIRFADFD RODS IN ADDITION TO POURING CONCRETE, IF NFCFSSARY, A STFFI Pit, - SHALL BE USED AS ADDITIONAL_ SUPPORT NOTF : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE or CONCRETE: 7. MAINTAIN A Y MIN. COVER FROM THE MAIN TO TIIF FIRr HYDRANT ( INCLUDING DITCHES ) :3. FINISHED GRADE SHAH $LOPE AWAY FROM TIFF FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDEROR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. 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 IHE HYDRANT $HALL Bt PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL I NOTE: HYDRANT MUST BE STEPS CAST IN PLACE 3' _ MIN EQUIPPED WITH CHARLOTTES- PRECAST REINFORCED VILLE THREADS WHICH IS 1 THE LOCAL STANDARD. "O" RING SEALS A 16" MAX LENGTH OF BRANCH VARIES 6' MIN 7' TO t O' ' r � Y CU. FT. , VAI VE BO t8" 1168 STONEI 36 -MIN X 6 TEE 2500 R.S.I. CONCRET +; BASE AND THRUST BLOCK AGAINST UNDISTURBED STABtr 5011. STEEL PILE ' 3/4" THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHE MAIN INALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS 51 IATI !3F GAIVAN17FD THE VALVE TO THE HYDRANT WITH 2-3/4* OR ASPI tA! T COATFD TIIRFADFD RODS IN ADDITION TO POURING CONCRETE, IF NFCFSSARY, A STFFI Pit, - SHALL BE USED AS ADDITIONAL_ SUPPORT NOTF : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE or CONCRETE: 7. MAINTAIN A Y MIN. COVER FROM THE MAIN TO TIIF FIRr HYDRANT ( INCLUDING DITCHES ) :3. FINISHED GRADE SHAH $LOPE AWAY FROM TIFF FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDEROR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. 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 IHE HYDRANT $HALL Bt PUMPED DRY, TYPICAL FIRE HYDRANT ASSEMBLY DETAIL CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES' 1. SEE GENERAgL, NOTES FOR A7OITIONAL I FIND ATON ON 6. SPACER UNITS SHOWN FMEAEON ARE . ALF ANOMN AS WEEP 01 . ETC,EhENTS, "ti" (LIN, FT. FOR "GRADE AWGS" OR AA IUSTAk71T RINGS'1. 7. WHEN SPACER UNITS /IPE NEQUIREO, "N" IS TO BE 2, ALL SPACER UNITS, FF AT SLAB TOPS ND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. ARE TOHBE MI9B M WITH TI IE REQUttEAENTS S, SPACER UNIT IS TO BE DOWELED OR MORTARED TO OF TAPER UNIT OR FLAT. SLAB TOP. 3, CONCRETE SHALL 8E' 4000 PSI. 4. FOR STEP DETAILS SEE STANDARD ST -1. 5.. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. ROM AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION .DATE 103.09 STANDARD PRECAST MANHOLE TOP UNITS REFEW 105 VIROMA DEPARTMENT OF TRANSPORTATION +302 FRAME & COVER (SEE FIG. S - 1 - D,E) STREET SURFACE OR NON - PAVED AREA SLOPED AREA--*", V-10" IMAX 2' - 0'I GRADE I AIR RELEASE VALVE BRASS OR BRONZE PIPE -- - �=4 E GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS "'--COPPER " SOFT TION STOP STONE NOTES: 1) EQUALCSHALL MANHOLE BE CONE AND COVER WITH WATER CAST ON U0, OR APPROVED 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 FlTTING& 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS no. w-9 RUBBER COATED STEEL Q" STEPS CAST IN PLACE 3' _ MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "O" RING SEALS A 16" MAX MINIMUM ELEVATION T - 1 DIFFERENCE ACROSS M.H.5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET, CONCRET - VARIES 44" MIN. CHANNEL TO BE 3/4 DIAMETER O CONTRIBUTING SEWER. e A FILLETED INVERT FOR A S!'<,'!OOT " ° <� .• 1 2" TRANSITION OF FLOW BETWEEN e MIN. f 17.5«�I B' MIN. a PRO\./1DED., MIN, 6" BEDDING NOTE W/ NO. 68 $TONE .a ' (22.5' FOR COMPOUND METER) SPECIFICALLY DETERMINED BY THE CONSULTANT FQI}R-IE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES .SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO RESEALED & GROUTED e TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN _ i BD• (22,5' FOR COMPOUND METER) .! 37' MIN. ■71 i 12' MIN. WtNGNUT LOCKING ASSEMBLY BYPASS NOTES; 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM -WALL THICKNESS FOR PRECAST OR POUR -IN-PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOF'M ri COMPOUND. TYPICAL METER VAULT (2'+ METER) NTS FIG. W --7C CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT NOTES' 1. SEE GENERAgL, NOTES FOR A7OITIONAL I FIND ATON ON 6. SPACER UNITS SHOWN FMEAEON ARE . ALF ANOMN AS WEEP 01 . ETC,EhENTS, "ti" (LIN, FT. FOR "GRADE AWGS" OR AA IUSTAk71T RINGS'1. 7. WHEN SPACER UNITS /IPE NEQUIREO, "N" IS TO BE 2, ALL SPACER UNITS, FF AT SLAB TOPS ND TAPER UNITS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. ARE TOHBE MI9B M WITH TI IE REQUttEAENTS S, SPACER UNIT IS TO BE DOWELED OR MORTARED TO OF TAPER UNIT OR FLAT. SLAB TOP. 3, CONCRETE SHALL 8E' 4000 PSI. 4. FOR STEP DETAILS SEE STANDARD ST -1. 5.. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. ROM AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION .DATE 103.09 STANDARD PRECAST MANHOLE TOP UNITS REFEW 105 VIROMA DEPARTMENT OF TRANSPORTATION +302 FRAME & COVER (SEE FIG. S - 1 - D,E) STREET SURFACE OR NON - PAVED AREA SLOPED AREA--*", V-10" IMAX 2' - 0'I GRADE I AIR RELEASE VALVE BRASS OR BRONZE PIPE -- - �=4 E GATE BRICK SUPPORTS OR SOLID CEMENT BLOCKS "'--COPPER " SOFT TION STOP STONE NOTES: 1) EQUALCSHALL MANHOLE BE CONE AND COVER WITH WATER CAST ON U0, OR APPROVED 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 FlTTING& 3) IN SITUATIONS WHERE THE A.R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS no. w-9 RUBBER COATED STEEL Q" STEPS CAST IN PLACE 3' _ MIN PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "O" RING SEALS A 16" MAX MINIMUM ELEVATION T - DIFFERENCE ACROSS M.H.5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET, CONCRET - VARIES DEPTHOF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER O CONTRIBUTING SEWER. e A FILLETED INVERT FOR A S!'<,'!OOT " ° <� .• 1 2" TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PRO\./1DED., MIN, 6" BEDDING NOTE W/ NO. 68 $TONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FQI}R-IE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES .SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3, ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO RESEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN rE iv E m'`J eyyn�`. azE = C] N £ W fA m V) W -P �Q s � V Y C1 E 1V v \ Y m E" N'-' - Ezow m _ .•. .� fe,J y o d r o r1 (� � E E 1n�J ~� 1,W CNV E zo „ E Flu alm 0 0 z in E o �E sF w E m � N LU LL 0 0 TYPICAL MANHOLE FRAME & COVER SEWER SERVICE LATERAL CONNECTLON NOTES: W -i E A SEWER SERV CE LATERA- CCNN=C TS -0 A Ml.ANH';:LE AV) NO I`IV 4I I I'VAI]ON I C:R I SI 4'VK, I I A 1 RAI '> INDIrA.TED . T -1E T1' ;' ?C+rN) E -=VATIC N QF THE SEZVICE LITERAL PIPE 'SHALL BEA- LEAST 0.2' HICH'_? THAN -HE I-", !,:K(,`,h'`t)-11VAION ,;h Ii -1 IHF l:a!'Y-S Ptl-+ :CNrll-i: i-0 TO - I_ t�AN1101-1. 2 SEt+!ER LA -E ,ALS T\P'ED- N -c-- AN EX 5- VG tiEVVEF, MAN =HALL RI ,:F:NVI f I I I', 1. tiI VCS A PWI SA Ilii 1. >. MIN GkAG= F'`f� SE'rAER �-_ZVI•-E CONNE'CT014 SHALL 3E 2S" I 4. ALL 5&VER _.ALT,=AADS SIAL- HAVE A• MINIMUM, DA;:IE-ER OF 4". At I 51 :^ I F ?, I -�A.i , S 1..41 I (AVI !? 14 VC:11!MI i,i %l R FEET. SALT TREA-ED =1NIS4-ED GROUND ` X 4 MAKER :'LUG END OF MAIN _t\E SECTION - RdICr LATERA_ IN LNE WYE -TEE PLAN VAR ES SEWER SERVICE LATERAL CONNECTION 12" TD -17 300'0 PSI CONC. BASE BENCH SLOPED TO FLOW CHAINNEL 114' : V MIN -.-0 2" BRANCH FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL Lu I3:E CORED AND A FLEXIBLE CONNECTION " BOOT " O INSTALLED 11 TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN PLACE .5' GALVANIZED ' VATNESS ' POST WITH CAPPED ENDS t'AIi`ILD BLUE IN REMOTE AREAS AS DFRECTFO_ M.iRKER LOCATION MAY BE SUBIEC T0M•t1GH'1JAY DEPARTMENT APPROVAL. ONISHEU GRADE ---- ACsJUSTR3LE VALVE BUY Vff IAD M_}_ GATE VALVE k VJATEP< LINE 2504 P:S.t '� CO"i1 Rt TE 2'x 2' SEARINGAREA. THRUST BLOC s: 4 A NOTE' IP"4 REMOTE AREAS, VALVE BOXES ':SHAD EXTEND SIX (t) INCHIS ABOVE TYPICAL GATE VALVE J U J TIN -QIP Lie. 0 45183 �O �'SSIONAL