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HomeMy WebLinkAboutSUB201700117 Plan - Revision 2021-04-28STATE ROUTE 643 -POLO GROUNDS ROAD GENERAL NOTES OWNERS: TMP 04600-oo-oo-mMo HAUGH, CHARLES R & ELIZABETH ANN 2575 SEMINOLE TRAIL CHARLOTTESVILLE, VA 22901 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 201 CHARLOTTESVILLE, VA 22902 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi8Ao D.B.1333, PG. 450 29.92 ACRES ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT(ZMA2o18o0011 WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2029) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT. ENTRANCE CORRIDOR OVERLAY (EQ, AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. TOTAL PROJECT AREA: 04600-oo-oo-oAAo - 29.92 AC. (PORTION OF) PROPOSED USE: IMPROVEMENTS TO THE EXISTING POLO GROUNDS ROAD WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURALIFORESTALDISTRICT: NONE TOPOGRAPHY&SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BYLINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2025. FIELD VERIFIED BY COLLINS ENGINEERING IN NOVEMBER OF 2029. DATUM: NAVD 1988 EXISTING VEGETATION: EXISTING 5o' PUBLIC R/W ALONG POLO GROUNDS ROAD PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION WITHIN THE PROJECT AREA FOR THIS ROAD IMPROVEMENTS PLAN. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. RETAINING WALLS: NO RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. UTILITIES: ALBEMARLE COUNTY WATER & SEWER PHASE II PLAN AMENDMENT RIVANNA MAGISTERIAL DISTRICT R,O Si- RpgQ�<<S ALBEMARLE COUNTY, VIRGINIA Poto r.�-41 I: T.M.46 PARCE 28 : ES R. TRUSTEE) j E.J. L YJR. (TRUSTEE); AA' i \. • - ---D, 99. P_7?9 (PLAT) /7 I D.B. 5o7 P.-b--------- D.B.481 P.263 � I D.B. y8o P. 339 /I. �\ •�. W.B. P-453 . B.322 P. 552 (H.W P.B.I P. 254)� �I D.B.22o P.1 I I 59 T.M. 46 PARCEL IBA D.B. 217 P. 250 CHARLES R. & ELIZABETH ANN OGLESBY HAUGH I ••' �I D.B. 56 P. 339 (PLAT) D.B.1333 P.450 ' D.B. 481 P.263 D.B. 364 P. i73 (DESC.) 00 I _ 6 P. 263) - T.M.46 PARCEL I8C CROCKETT CORPORATION D.B.624 P. 193 SHEET LAYOUT SCALE: 1" = 200' I I I I :.I � , 7 , / 7 J 77 I i I ` �•1 �" �TGON RIDGE OW R 5 / ASSOCIATION INC �\>/ Or G c �� .*,*4. /O WILLIAMJ DALTON b Qf • 1 P 046Do-oo-oo-000Ao i 4.10 ACRES DB 4102, PG 472 -- -- hi 8 WILLIAM A WELLS TMP 04600-00-00-023Ao 4-79 ACRES DB 3977, PG 520 ROAD VICINITY MAP: SCALE: 1" = 2000' Sheet List Table Sheet Number Sheet Title 1 COVER iA PROFFERS 113 PROFFERS 2 BROOKHILL MASTER PLAN 3 EXISTING CONDITIONS AND DEMOLITION PLAN 4 EXISTING CONDITIONS AND DEMOLITION PLAN 5 SITE, GRADING, & UTILITY PLAN 6 SITE, GRADING, & UTILITY PLAN 7 SIGNAGE AND STRIPING PLAN 8 SIGNAGE AND STRIPING PLAN 9 ROAD NOTES & DETAILS 10 UTILITY NOTES & DETAILS 11 POLO GROUNDS ROAD PLAN & PROFILE 12 POLO GROUNDS ROAD PLAN & PROFILE 13 WATERLINE PROFILE 14 DRAINAGE & UTILITY PROFILES 15 ROAD DRAINAGE MAP & CALCULATIONS 16 ROAD DRAINAGE MAP & CALCULATIONS 17 CULVERT DETAILS 18 POLO GROUNDS ROAD CROSS SECTIONS 19 POLO GROUNDS ROAD CROSS SECTIONS 20 POLO GROUNDS ROAD CROSS SECTIONS 21 POLO GROUNDS ROAD CROSS SECTIONS 22 POLO GROUNDS ROAD CROSS SECTIONS 23 POLO GROUNDS ROAD CROSS SECTIONS 25 LEGEND TOTAL SHEETS Lic. No. 035791 4/9/21 z O J a k LU Z 0 U) 0 Z J O .ay � F L Z W uu � W ce w r4 Nal L9 W W EDGE OF PAVEMENT CURB PROPOSED ASPHALT PAVEMENT EXISTING VEGETATIVE/LANDSCAPE BUFFER ---------------- GREEN WAY BUFFER PROPOSED EASEMENT 0 DROP INLET & STRUCTURE NO. ® DRAINAGE PIPE w BENCH MARK 4 VDOT STANDARD STOP SIGN PROPOSED HANDICAP PARKING SPACE « PROPOSED ASPHALT STRIPING -------------- 200 --------------- EXISTING CONTOUR Ul zoo PROPOSED CONTOUR 506.71 TC PROPOSED SPOT ELEVATION 506.21 EP TBC DENOTES TOP/BACK OF CURB T/B DENOTES TOP OF BOX 506.71 Tw PROPOSED SPOT ELEVATION 506 .2' Bw TIN DENOTES TOP OF WALL BW DENOTES BOTTOM OF WALL PRESERVED STEEP SLOPES MANAGED STEEP SLOPES J PEDESTRIAN AND VEHICLE ACCESS 0 PROPOSED CONCRETE PROPOSED & EXISTING GUARDRAIL PROPOSED FENCE OO OO OO OO 100 YR. FLOODPLAIN APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ENGINEER 0 rn Q Cy M Q Cn N Q O O w N (n N > W � J Q LULU O O U) - Q LU _ ::D O U p U w 0 ~ J Ila- W I W M U7 w LU O LU O Q _ I J 0 w O w 2 a JOB NO. 182150 SCALE AS SHOWN I ALBEMARLE COUNTY SERVICE AUTHORITY I II SHEET NO 1 �I �I \ \ V / v v v p p H UGH & �\ \ V ACH ARLE$ R HAUGH y 11 EXISTINGPROPERTYLINE(TYP.) ELIZ BETH ANN OG _ TH 0 ° C A LItS 3�0 \ \ \V v v _ y E OGLE! Y T / \ TM�P o �pl I ° EXISTING VAR. WIDTH PUBLIC \ \ \ \ 00 C�0 078A0\ \ / / O TRIP 04�00 QO 00 07HE0 STORM DRAIN EASEMENT �\ V \29•92 ACRES\ \ I I I I \ \ \ \ y 7.j5o ACRES D.B. 121, PG. 6 6 DB P o _ p / 5 44 75I 1 \ \ \333, / OSCOTT R. LINSZ B 295, PG 636 I I \ --- _X�ISTING iz" SANITARY YY SEWER T— OREMAIN � - d ✓rOL�i�cS. SI4NO/o9N/.A2L01 y— — _EXISTING 30'PRIVAT EXISTING STREAM -675�D.B.. 1, .44 EXISTINGTREELINE(TYPJ- EXISTING 30PRIVATE LANDSCAPE BUFFER EASEMENT3E153G 7191� 4� \ \ a p D.B. izi PG.6 6 - I I I I I \ EXISTING SWM FACILITY EASEMENT / EXISTING VAR. WIDTH PUBLIC 5 44 75 �— D.B. 5121, PG. 644 675- j l STORM DRAIN EASEMENT��- D.B. 5izi, PG. 644-67S \ / EXISTING R/W (TYP.) \ \ \ EXISTING EDGE OF PAVEMENT TO BE - \ - EMOVED & REPLACED WITH THE LL ` / DI WATERLINE J / IMPROVEMENTS TO POLO GROUNDS ROAD EXISTING VDOT STD. CG-6 EXISTING o'— --- / —(il I — I I I I / \ASPHALTTRAIL \ \ \ I I \ EXISTING POLO GROUNDS ROADS / \ I \ EXISTING VAR. WIDTH PUBLI PHASE I IMPROVEMENTS r _ _ — \ J I I I I I I I STORM DRAIN EASEMENT „ / 27 L LJ z a _ D.B. 5121, PG. 644-675° \ — — -- — W W - ..?lf y,. 28t�o0 \ L 28+pa \ o w \ EXISTING ROAD DRAINAGE SYSTEM I\ I — 6 \ � \ () a i ��- XISTING FIRE HYDRANT_ _STATE ROUTE 643 POLO GROUNDS ROAD- — — — — Z \ DRAIN EASEMENT- STORMPUBLIC w EXISTING VAR. WIDTH _ / \ \ D.B. 5izi, PG. 6 6 I I I { -- - _- 24+0 _ — \ \ z I F \ _ =WIDTH= o', SPEED LIMIT=45 MPH'�� O o a __ \ D.B. 48i P. z63 J 1� '" 6 PAVEMENT EDGE O_REM / / \ \ / I / EXISTING z4" CMP CULVERT &HEADWALLS I EXISTING EDGE OF — Lu '-------� 2 _ \ \ / ------ / ` TO BE REMOVED & REPLACED REMAIN, / o Oo Oo --- ---- — / / / XIS FIRE HYDRANT 2 +00 ° o ° 0 0° -� �� ° °�� / 6 \ i \ _ ° EXISTING GUARDRAIL / — 00 Oy° / / _ C�� \ \ OS?'o O O O po p \ I \\ TO REMAIN O Ooj / / / / / \ �.\ \ \ - �LL/I 4 00 to SM �� EXISTING VAR. WiIDDTH PUBLIC /�/ / / 1N_. QL� \M\\ 2 / D� \ OI \ STORM DRAIN EASEMENT- - Oo � ST R / SpE�PG \ D.B\5izi, PG. 644-6� / / �� QO J \ \ EXISTING VAR. WIDTH PUBLIC iO� / \ STORM DRAIN EASEMENT - EXISTING loo-YEAR FLOOPo or c., c_.S LAIN (TYP. \ \ N LLI LOW EXISTING SWM FACILITY EASEMENT \ D.B.5121, PG. 644 s V �CROCKETT CORPORATION TMP 04600-oo-oo-oiKo A i -79.5o ACRES / \ D136 +,�193 / rn � � / � \ � / � GRAPHIC SCALE � Q / i50 J 30 0 - � 30 6o — — M / / / ( IN FEET) N / / 1 inch = 30 ft. ZZ (y) O DV / \ / / / / / rn LIJ \ 4 / / // // \ \ \ \ \ \ / / \ / / / / / N Q _ -EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT \ �p / / / \ \ \ \ / / / \ \ / / / / / / Q J -D.B. Sin, PG. 644-675 // A / Q d \ / / / // i z `CH R%AUGH 8\ \ \ / / /— \\ / / �— ELIZABETHNN pG \ �� / // / �\ / / / / /� W O TMPo4600b0 o18Ao v — — / / / / A \ V / / / / / / j z9.92 ACRE % Q86�\ D 3-331P450��W J W �V) \ \_� \ EXISTING EDGE OF PAVEMENTTO BE \ \ \ \ \ EXISTING \_ EMOVED &REPLACED WITH THE TREELINE (TYP. V /�ur %) IMPROVEMENTS TO POLO GROUNDS ROAD \ \ \ / / / / / \ / / / / / / / j / / / / _j 06 35Q v) �_ v v // A — — / /� \ — — _ �/ /// �// //�//�✓ /�// I ::D Z \ \ \ _ XISTING STREAM - _ J r n +�EXISTING R/W (TYP. \ — — ' / / / l / l / / // //i i / / /�/ /�� / / W O J \ \ \ \ ` \ \\\\ \ \� _� EXISTING 30' PRIVAT ALE NDSCAPE BUFFER EASEMENT — — /�/ / \ /// / /� % /� / / / �/ / J U D.B. 5122, PG. 6 6 — �\\IIIJJJ \ / / / EXISTING EDGE OF PAVEMENT BE- 44 75 — / / y U \ \ \ \ \� �\ j / / REMOVED &REPLACED WITH THE / / /� \ \ \ / / / �\ / IMPROVEMENTS TO POLO GROUNDS ROAD Z `�\ — — — — — — XISTING iz" SANITARY SEWER TO REMAIN — / / G o \ — _ \ \ 3p+� �`� — --- — EXILu STING ST A / / 3 �� / j j / / U — \ EXISTING 18" CMP CULVERT & HEADWALLS — / TO BE REMOVED & REPLACED - _ _ / / / / / / / /� x (n EXISTING z5"CMP CULVERT &HEADWALLS— TO BE REMOVED & REPLACED / / / n-� /� j i uj 37+p� • �— — - — — — / / / `+� / / tttttttttttttttt� - / --EXISTING GUARDRAIL- \ — — TO REMAIN \ QO EXISTING EDGE OF / 35+00/ Q --- --_ \ PAVEMENT TO REMAIN - \ y \ / ° �/ / //// ° / < 00 Lu CD— \ \ ° °(D /3� \ c c — \ /ii/ice o %/ STATE ROUTE 643 �� o �\ \ _ — POLO GROUNDS �� \ ) \ _ WIDTH=So', SPEED LIMIT= ROAD / / � = /� D.B. 481, PG. 26345 MPH OO �_� _ i / _/ EXISTING EDGE OF w _ i ��PAVEMENTTOREMAIN LU a u) EXISTING GUARDRAIL/ JOB NO. TO REMAIN 182150 Ct�CKETTCCLRPORATIO / / EXISTING ioo-YEAR FLOODPLAIN (TYP. - - - --- / SCALE \ - — -- -- TMR04600-0O_ O�BCo — — / / 1 "=30' —DB-624 �G143 — / \ / / / / SHEET NO. 3 �\\ � // PORTION OF EXISTPORTONOFEXISTING IR/WTOBEVACATED I SEWER TO BE REMOVED & REPLACEDCHARLES R HALGHSEXISTING PROPERTY LINE (TYPEXISTING PROPERTY L\INE(TYP.) o i W � FLIZAB TH ANN qG I I I V \ \ v v v y y SCOTTIR. CbLL1NSZ G STREAM V A OO V \ / O TMP o4600-oo=oo-oi8A� 1 I I �EwsTl� �/ �� �� \ \ v v \ v� / \ e_ 5 \ \ Oo \ \ / y W U Lic. No. 035791 � A V A EXISTING STREA d B9i92 ACRES,,, 1 1 1 I / / / v Av v o ®/ v v � v V / � � � � y � y �0 4/9/21 / 3 3 45 I I \\� W � � / \ \ I I / � / < /� \ � \ \ \. EXISTING ioo-YEAR FLOODPLAIN (TYP.) / � � W sass NAL � / I I I' I 1 1 1 \ \ \ \O\ \ 1 EXISTING 1z" SANITARY SEWER TO REMAIN XISTING TREELINE (TYP.) IO E it V A AO 0 �6 yl / / I EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT I I ( / ' I \ / \ \ ��—� D.B. 5izi, PG. 6 6 / l 44 75 I \ \\ \ 0° 0o 0° 0° 0° R/W (TYP.) ' 1 / y \ V I--- \ PORTION OF EXISTING z '11^ SEWER TO BE REMOVED J4-- i�_)t 7EXISTING ioo-YEAR FLOODPLAIN (TYP. 7' �/ / /�/ ��/ }'� �PJ /// �V� ��� / /� / A EXISTING EDGE OF PAVEMENTTO BE \ � S / // V / / / \}— - REMOVED & REPLACED WITH THE �/ / \ / // / �// so ��\ \ /��_ / /�� \ I IMPROVEMENTS TO POLO GROUNDS ROAD � / / \\/ / \ // ^/ // // j� �G \ EXISTING GUARDRAIL / 1 TO BE MOVED 2 — -- nv Pots z E IX STING EDGE OF PAVEMENTTO O BE,/ / O— S — �i REMOVED &REPLACED WITH THE / l - m m 42 00 \ > C / w � IMPROVEMENTS TO POLO GROUNDS ROAD- / / I I 1-------- D 6 p m 38z— ' ' — � / / % / / 0 ' — - NDS ROA - LLJ Q z a I380� �� �i i �i // / i / I pGRpv-W� O RO4A+00UTE 4sPEED LIMIT=45 M — — — — w� 1� L z =50 , — — - EXISTING 48" CMP CULVERT 'Lu WIDTH B. 4SI P' 263 —TO BE MOVED &REPLACED_ �s c ac I EXISTING EDGE OF PAVEMENT TO REMAIN \ 37+00 0° / / 1 \ ��\\ \ EXISTING GUARDRAIL m_ / 0° / � / E EXISTING 72" CMP CULVERT & HEADWALLS TO REMAIN — A — 00 �/ \� \\ XISTING STREAM Ln _ TO BE REMOVED & REPLACED \\\\ \ �� A \ V / I� \ LLI EXISTING EDGE OF --- __ -- — MEN TO REMAIN— / EXISTING STREAM \ \\ 1 \ \ \ I Lf -p - _ _----_--- ---- -- -- - E — T _ \ ® — — --- --- EXISTING GUAR RD AIL m TO REMAIN m CROCKETT CORPORATION \ \ \\ \ \ \�\ \ \ \ \ \ / / 1 I EXISTING PROPERTY LINE (TYP.) \ W— — — — — — TMP 04600-oo-oo-oiKo J / DB6�APGiS \\ \ \ \ II �\ \ \\\ \ fJ I I� �� � � �L9 Z co ia_ c in / ' y y� ' W Q �� I I I \ v v \ \ 'G AhCPHCALF y ° 1 \ \EXISTING PROPERTY LIN�°E (TYP.) w y W W W \ \ \ \ \ \ \ 30 0 \ s 3� eo W y W 1 EXISTING STREA '' W W y W - y yd y' W W� I I I I I I I I \ \ \ \ ---- - \ \ \ \ ( ) / / /// // // / N Q 1 W y y w W W y W W I I \ \ \ \ \ 1 \ \ \ \ IN i;T- / / / / /// / / �E 1 inch - 30 ft. � i \ - /// / )ODPLAIN (TYP.) �' O. y� .� I I 1 \ \ \ �V V \ V A \ \ \ �/ /i /// / // /�/ // // / J Q Z r� / W W W W - y W. y I I \ \ \MONTG;OMERY RIDGE OWNERS ASSOCIAT ON INS � � � Z W \ C/O WILLIAM J DALTON \ \ \ \ ! - ----- — _ _ \ \ ////i i/ i ///i// —' (� O �W W�. �/ \ \ 1 I TMPo46Do-oo-oo-000Ao \ \ \ Pp % J 4.io ACRES j R�06'CRI`�1 I Q J _ _ DB 102 PG 2 / J PORTION OF EXISTING zi' SANITARY / / SEWER TO BE REMOVED &REPLACED / \ \ \ \ \ \ L \ \ \ \ \ \ \ ` \ \ I \ \ / j / NAjG VD, \A I I I r" W O / s ' / O �1 PORTION OF EXISTING 8" SANITARY s� / v \ v v \ V / \ / \ \ SEWER TO BE REMOVED & REPLACED��s'r (n W l / 10° EXISTING EDGE OFPAVEMENT TO BEp� \ \ ���\\ _\ J06 coM i REMOVED & REPLACED WITH THE VVv v v A V A \ \ \ \ \ \ V A /� / // / V �\ < (� IZ ■ s 0�/ IMPROVEMENTSTO\ GROUNDS AD \ \ \ \ \ \ ` \ \ \ \ \ \ \ \ �� \ // / IX \\ V \ Lu O W ■ �as+o _ —��� �� v A XISTING EDGE OF PAVEMENT TO REMAIN V / �/ / \ \ \ \\V� \ I- \ \ E _ U 8"CMP CULVERT 4l+o0 \ �� v A A A V �Z / // / A V A ����\V� 4 )VED &REPLACED_ s c caw QO / 48+0 ��� \ \ \ / \ \ LLI W ul Ila_ Z! U) � , � A A X � I■ I Stev v� � o A \ _ � � �� � � / v � v \ \ \ ' \ Lu AIN EXISTING EDGE OFLu \PAVEMENT TO REMAIN� v° 6ba — XISTING STREAM 0 EXISTING PAVEMENT STRIPING TO BE MODIFIED WITH \ \ \ s� ` \ THE IMPROVEMENTS TO POLO GROUNDS ROAD \ \ \ \ \ \ \ \ \ l EXISTINGGUARDRAIL \ �5 \ — \ \ \ - —Sriq� \ \ \ \ CD \ TO REMAIN QO \ \ \ \ \ \ \ \ E �O(/TE 64 \ \ \ O O Lu o � vEXISTING TURN LANE - TO BE EXTENDED SO; SPEED O �ROVND-I V A CV \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �.8. 481 P LINIIT'4 ROAD \ \ \ I ° \ WILLIAM,A WELLS v v v v v v v v v v 263 SMPN EXISTING PROPERTY LINE (TYP.) s` \ TMP_ o4600-oo-ao-,o23Ao \ \ \ \ \ \ \ \ J I / 1 ' EXISTING ziSANITARY SEWER TO REMAIN \ s 1 °O V A 4.79 ACRES \ A v v A L w DB 3977, PG 520 \ \ \ \ \ \ \ \ 0 Lu EXISTING zoo -YEAR FLO DPLAIN (TYP.) , \ \ \ \ \ \ \ \ \ \ \ \ \ JOB NO. s — � v v v -, 182150 SCALE \0 0 0 0 SHEET NO. vv \ v \ \ \ v v C RLE� R HAUGH &v CNiAf�L S R HQUGH & / ., \ V v v v -- - _---- _- 3 A V A \ VA / \;� I \\ v \\ V A \ \ \ A V vv vEL Z BETHv ANSI OG v TH 0� I\ 3�6 Dp E4O LESBY�RT / // / I� I 1 \\ \ V v v v � _ 000-00-00-018EO / / \ \ \ TMi�o46 0 oo=Qo-oi8AcL 7' / �I\\\ v� v v — — o I I T P 4 DB 5 95, 3 I / \ \ 92 ES rl I EXISTING VAR. WIDTH PUBLIC \ \ \ \ \ EXISTING STORM DRAIN EASEMENT \ \ \ \ \DB �3 3, P O SCOTT R. LINSZ 20 PG 6 6 / / EA D.B. 53.23., PG. 644-675 \ \ -EXISTING 12" SANITARY SEWER TO REMAIN IN� / / U Lic. No. 035791 � / NGSTR 1 \ V A V A V A \ --- _ -- / _ �V A V A \�\ \ \ -- p/4/9/21 1 I I I \ Q �p �� \ \ y \ \ — / \ \ \ ROPOSED GRASS STRIP — — \ L---- 0 y �I \ I I / ' TIE IN TO EXISTING 3 ------------- ---_ ASS 11�1 io' ASPHALT PATH — — — — — — \ I I I I 3 N Q� to \ \ \ p \I \ \ \ EXISTING 30' PRIVATE LANDSCAPE BUFFER EASEMENT I I ,� / ' / � / / I I I I \ � \ \ PROPOSED iz" CL. 52 DI WATERLINE- - - ?� - - D.B. 5121, PG. 644-675 / REMOVE PLUG & TIE IN TO _- I I \ -p y y \ �- - - - - - / I / III \ - -� - - - - -PROPOSED VDOT STD. CG-6 (TYPJ _ - _ - - - - \ I I \ p G 66 \ \ p _ - - - _ - / EXISTING 12" DI WATERLINE / _ - - - - - - W - - EXISTING io' ASPHALT TRAIL I TIE IN TO EXISTING CG-6 CURB & GUTTER INSTALLED / �-/- PROPOSED VDOT STD. EW-1 - - - _ - - _ _- r - SED io' ASPHALT PATH_ WITH PHASE I POLO GROUNDS ROAD IMPRO_VE_MENTS -- - ROPO _ _ _ _=- -I- = -- __ / 376� _ PROPOSED zz" 45° BEND- - _ - \ EXISTING FIRE HYDRAN - - / / / 3 - - - - - - EXISTING 12" DI WATERLINE / / - -- (n `- -- - c a �3i -- `PROPOSED12"45°BEND. _ _ \ - - -EXISTING VDOT STD. CG 6 - - / ; ;o --------- EXISTING- - - - — . POLO GROUNDS ROAD- - - - - - - - - / \ � � � \ \ - - _ _ . • / -s,, , j ._.._ PHASE I I-MP-RO-VE-ME--NT--S_ _. -- -- -- _- _r, _�- - - - - - `-° -. • w_�_ �w -r � / • I i- 7 5 EXISTING VDOT STD. CG-3 26+00 v� + z 5+ o R��3�o �5+00 V� z8+S—o369ai1E- 24+s° - STATE ROUE 643 POLOGROUNS ROAD--- w r �3' EIP FIC 24 \ — _ \\ \ \ \ � I 1 I I • ' . w-J"- � / y,— — VAR. WIDTH, PROPOSED SPEED LIMIT=35 MPH_--- — _ — — _— — — — — — — — — Z o U, 66,E uj F - --- — - -- / ,-- ---- - r � �3+00 _ --- > \ \ — _ — Lu z _— _/ 22+50 _ - i—_-----_-- _ \���\'�Yv \- u yz' EIP FIC \ -- - REMAIN- - - - - - - - BEGIIN PHASE z POLO GROUNDS ROAD CONSTRUCTION - STA. z + o TM A \ EXISTING EDGE OF � � � / / ��'ky�� � .. +oo ' PAVEMENT TO REM IN 0 V� �..� — ° 9� �— /EXISTING VAR. WIDTH PUBLIC ° 9/ O Q R — — — _ o �° o ` ` EXISTING GUARDRAIL, S / 22 — O CeS o @ 0 45TORM DRAIN EASEMENT III TO REMAIN o QO �' i \ C O\ —ui _ - - - _ - \ D.B. izi PG. 6 6 / �� GR 5OV 21+pO - - _ - - - � \ 5 \ \ 44 75 / ROPOSED VDOT STD. EW-i N PO \C'3 / I EXISTING POLO GROUNDS ROAD Oo @� \M - _ - - - - _ __ _ O ` / PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET ��Q\ / -_ _ / �I \ PHASE I IMPROVEMENTS - - \ \ @ ROTECTION WITH FILTER FABRIC UNDERLAYMENT yA P — ;— -- _ - — � _— - / --- P z63 _ � \ \O 8 i o E 1 '@ L=12' Wi= Wz=2 D=i. MIN. /ate\ 7�5', 4�5', 5' cc yr 000, .00 i / l WYYYYYY WYY YY\ YYYYYYYYyYy V A / / / — _ A V — YYYyI, Y � YYWYI'YWWyyy C K YY C WYYY RO ETTCORPORATION Y v TM P 04600-oo-oo-o3.8Co v795oACRES DB 6�t4, PG 3.93 v L9 < rn ' - - - — — _-- — --- _ _ __- - A �_ M GRAPHIC ,SCALE // o 15 30 / 6o 31 Z O / Lu ICY) / / / / - vv A - // / // // // / N IN FEET / / CV \— 1 inch = 30_ft, / / /// /// / Q CHAILE R�AUGHHt ��// //� // // / / ///��v v\\V A / / // /// // / // �/ / a— Q -462 / / // /i ELIZABETH ANN OG - �� // � / / /// � v vv V A � — — // /-- / / � 1 a --� -- 392 V A /� // / / \ V —_-- — i / / / / A \ V A // / / / / // // /i/i/ J _ TM P0460o bo op oi�Ao _ _ _ / / / v / - - - __: - 29.92 ACRE / tik / / / / \ \ \ \ - / / / / Q ��� �� // �/ / 3d6 A31 PG v / // / / A / // — / i�i� i//// 3END---- �W��_----- —_� -- / // / / \ \V V A ------ i� / / / // \ V V A\ \\ // / //������ / ��i i //// LLI r-i -PROPOSED 3�GR L/ 450BEND.�' — ��-- �A—� / / // V A V A / / / / A A V i i i i i i i / /i 06 PROPOSED FIRE HYDRANT/ SSEMBLY w/iz"x6"TEE / A,rr nn ur •,„764'R_ � \ — PROPOSED VAR. WIDTH ROPOSED u" CL. 2 DI WATERLINE 27+50 "'�-.� - - _ — _ 5 / / DRAINAGE EASEMENT \ \ 28 EXISTING STREAM --= -- — _ --- x \ — w� ------ � \3�a/ \ \P OPOSED\OTSTD.EW-i \ -- // \\ \ \\\,� � �� � �� � ��/ � � ,� �� �� � �� � ,i Y --- --- z9+ W� \ \\ \ --\\ Z; - °p 3� \ \ \ _ _ to ' / / / l / l / \ \ \ \ \ / / ♦ - LLI O \ TM_ z / / " PROPOSED FIREHYDRANT - _ - - - - - - - - / / / / - -\ASSEMBLY w/ 12"x6" TEE - -PROPOSED 3.o' ASPHALT PATH- _ - - - , l / / \ \ \ j ' _ S H 29+ __ --- --_- ---_--------- -/ / \ \\PROPO Dio'ASPHALTPAT - �/ � v: So � _ 1 .. Q \ \384� -_---� � �-- ---__--- - - - - -- --- / / // \PROPOSED VDOT STD.CG-6(TYP.)� �� / �� ��S ���� j � / � ! � M „I k00 � in OO Q �' \ \ s 38- �_�_ ---- — _ — --------_ / / / \ i % j �. 3� i _ _ _ _( ) MISTING SANITARY SEWER TO REMAIN— — / / ul @ ti - - - 0 3�6- - - = = PROPOSED VDOT STD. CG-6 TYP. - - - / / ~ O �� -- _ _ / - _- / j Q - \ - - / PROPOSED VAR. WIDTH M�4 ROPOSE\z"G.V.- -ate _-- _--- - - ---_ ---- // DR\AGE EASEMENT / o / % w 1 \ o° _ e _ -EXISTING STREA _ / +5 PR D 12" G V CC - / ROPOSED3'GRASSSTRIP --===__------- ------ _/ --� / j✓Z .3 E 3o+So �\ --- --- ----_ ----- - / ROPOSEDVDOTSTD.EW-i// / o / ♦ i�� f' j Lu -- ^ - -- -Lu -EXISTING GUARDRAIL Oo TO REMAIN ` @ EXISTING EDGE OF_. \ \ \ \ — So __�. ry ---- \ \ \ PAVEMENT TO REMAIN - - . \ — \ ��F .��� ry. -- --- - x—.�.,�"'� j j '� / / \ 3z+o0 —_ - _ _ 3 +50 — 7 �i / Lu \\\\ — _Lu 3z+5o 34+00 — — % % / — — \ \ \ o O 9 \ >\ — — 33+0 CD 33+50 _ _ STATER — — — / PR_OPOSED VDOT STD EW-1 OO - - _ OUTS 6/+ PO v 3 r I CO) VAR. WIDTH PR 3 POLO GROUNDS RO po QO _ _-- _--- -_ - - EXISTING EDGE OF ,/ C%) \ \ PROPOSED VAR. WIDTH- @ OPOSED EED AD _ _ _ _ \ / \ \ \ \ �\ — SP _ - - - -_ _ - _- - ! -PAVEMENT TO REMAIN' / - \ DRAINAGE EASEMENT / \ \ \ \ \ \ - - - / 4-� - - ° - - �` _ — LIMIT=35 MPH -0 _ - _ _ - !_ 155 ~ - - - - - PROPOSED VDOT CL. A3. RIPRAP LINED OUTLET O Oo OO ° 3� -� �- �Lu ® s - / / / I w PROTECTION WITH FILTER FABRIC UNDERLAYMENT �@ o Jv °6�-� - - - - - 4 TM-B o -PROPOSED VDOT STD. EW-i - — 0 = / \ \ ------ =iz', Wi=7.5', W2=14.5', D=i ,5'MIN. ___- _----- - --- 3�---- ------ \ _� --- - - EXISTING GUARDRAIL a m r r r — — -- r/' \ / JOB NO. ------ -- --- / TO REMAIN ----------- CROCKETTCORPORATION _- --_-- '/_--' // / __-- SCALE ------------ _ EXISTING ioo-YEAR FLOODPLAIN (TYP. - - - - - - - - TM I o46OQ QO�Q018CO _ -- -- - - _ PROPOSED VDOT CL. Ai RIPRAP LINED OUTLET - - - / _ �� / _ _ _ _ 79.50-AORE� --- - PROPOSED VAR. WIDTH PROTECTION WITH FILTER FABRIC UNDERLAYMENT _ _ - - - = 30 DRAINAGE EASEMENT L=iz', W1=7.5', W2=14.5', D=i.S' MIN.- / SHEET No. W ' W - In 1 -------------------- W- W=- 28+00 V) __- V 1 Q — � �1 �3�3+00 f , v5-9 GMO�+o BEGIN PHASE z POLO GROUNDS ROAD CONSTRUCTION - STA. 4" SOLID WHITE 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING 30+0p I I I I -- 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Qa 40' SPACING z6+00 �—I W Lu - --� .ul ---------- — 27+00 SCOTT/R. CbLLINSZ Lic. No. 035791 .1� P4/9/21 `sv4 &IONA]. E�Gl - - - - — — 28+00 z O J 25+00 �_. -__. STATE ROUTE 643 POLO GROUNDS ROAD U o f 7) — — WIDTH=So', SPEED LIMIT=45 MPH _ — _z 1 O z o_ — — D.B. 481 P. 263 J �� �"� m z w 4" SOLID WHITE LINE �' ui w 34+00 GRAPHIC SCALE 30 o 15 30 6o ( IN FEET ) 1 inch = 30 ft. 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Oa 40' SPACING - 35+00 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Qa 40' SPACIN( 36+00 / = / _ 10 00 lP "SOLID WHITE LINE LO z Ix W �_' ul z r a C? M Q C3� N Q M O N ToT W VJ N (n N Q � z J_ Q Q 5; Q d H � z 0 V U 0 06 cj� W (D Q Lu 0 O Ila- LU W M F- � H t L7 D H W LU O W N w F- w F- LU w O w ac = a � JOB NO. 182150 SCALE 1 "=30' SHEET NO. 7 4" DOUBLE YELLOW LINE WITH 4 IN BETWEEN & RPM Cal 40' SPACIN( 37+00 Z ■ I AV In s jT'L�r — m m- 15 / LINE / 4" DOUBLE YELLOW LINE WITH 4" / f N BETWEEN & RPM Cal 40' SPACIN / 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING SPEED LIMIT SIGN (35 MPH) �4" SOLID WHITE LINE (MUTCD - R2-1) - 24" SOLID YELLOW LINE Cal 4' ---__ SEPARATION BETWEEN LINES 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES SPEED LIMIT SIGN (35 MPH) (MUTCD - R2-1) 46+o0--- ------------------ t -- uj s U-j 1 - - U1 VECal4 1 — I LINES W / J ' LIMITSIGN (35 MPH) / _ — (MUTCD -R2-1) U 1 Q- - / �1 41+0° _rl "SOLID WHITE LINE STOP SIGN (MUTCD - Ri-i) 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING -143+00 42+00 "SOLID WHITE LINE GRAPHIC SCALE / 30 0 g 30 60 / / ( IN FEET ) 1 inch = 30 ft. i OPo "SOLID WHITE LINE / 4' DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACIN/ / 44+00 24" SOLID YELLOW LINE Cal 4' SEPARATION BETWEEN LINES SPEED LIMIT SIGN (35 MPH) / (MUTCD - R2-1) / r SCOTT/R. CbLLINSZ Lic. No. 035791 .1� P�� 4/9/21 `sv4 ;jL's' eT. '''l / z O � -- Lu _ _ O o m OQ F Ln > w z W Lfl _z - J 1= v 1 w ~ N 1 � 47+o0 ''-------- �_ — _ —_________ 48+75------ _ ___-- 4" DOUBLE YELLOW LINE WITH 4" IN BETWEEN & RPM Cal 40' SPACING 4' SOLID WHITE LINE �I EXISTING TURN LANE TO BE EXTENDE STATE R0UTE \ WIDTH 643 POLO \ �50; SPEED GROU/�p D.S. 481 P 2161 T'45 MPH RGAD \ r LO a r C? zM 0') a- 0 N Q M O N r-i TC)T VJ W N (n N Lu J 1 Z J_ Q Q > Q d H Z O V) � z 0 O 06 LU 0 1.1� rrann V Q Lu U) O O F ul w W 1 M F- H � tD J F w LU C) �..� O N Q U � w ^ w 0 a Lu _ m JOB NO. 182150 SCALE 1 "=30' SHEET NO. 8 CENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. 7HE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED IN7H THE TEST RESULTS FOR APPROVAL. J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE 77ME OF CONSTRUCT70N. ADD177ONAL GUARDRAIL MAY BE REQUIRED AT LOCA77ONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO 6. WHERE RURAL CROSS SEC77ONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES SHALL CONFORM TO VOOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SEC77ONS, AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDA770N. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDA77ON, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR 0774ER REGULATORY DEVICES SHALL CONFORM WI774 774E VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR 0774ER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VOOT FOR PUBLIC ROADS. 12. VDOT STANDARD CO-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL 7RANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPEC7ON IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPEC7ON SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECT70N PROCEDURE AND WITH A VOOT OR COUNTY INSPECTOR PRESENT. ROAD NOTESS G17ADING 1. 774E LATEST EDITION OF 774E ROAD & BRIDGE SPECIFICATONS, THE ROAD & BRIDGE STANDARDS OF THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON SPECIFICA7ONS SHALL GOVERN THE MATERIAL AND CONS7RUC77ON METHODS OF THIS PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY W17H SUITABLE MATERIAL TO THE SA77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EASEMENT. OTHER TREES AND VEGETA77ON WHICH OBS77?UCT SIGHT DISTANCES AT ROAD INTERSECRONS SHALL BE REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CONSTRUC77ON OF THE SUBGRADE. DRAINAGE 1. ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH A MINIMUM COVER OF ONE (1) FOOT. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD COND177ONS INDICATE. J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS. 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF 774E ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. P.4YEMENT 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORRECTION. 2. SUBGRADE MUST BE APPROVED BY 774E ENGINEER FOR GRADE, TEMPLATE AND COMPAC7ON BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR /// PRIOR TO PLACING AGGREGA7E BASE. 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT 7HAT THE SURFACE COURSE IS BEGINNING AT THE COMPLE77ON OF THE INSTALLATION OF THE AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, 774E PUGMILL REQUIREMENT WILL APPLY. 5. 774E USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7. PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0RI GAL./S0. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE Wl7N CURRENT VIRGINIA DEPARIMENT OF 7RANSPORTA770N SPECIFICATIONS 9. ENCROACHMENT.. POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT ENHANCE A ROADWAYS CAPACITY OR TRAFFIC SAFETY SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF TRANSPORTATION MAY BE LOCATED WITHIN THE S7REETS RIGHT OF WAY. NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: I. INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. ii. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. III. CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. v. PLACEMENT OF BASE MATERIALS INCLUDING STONE DEPTHS CONSISTENT WITH THE APPROVED PAVEMENT DESIGN A I J PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART OF THE FINAL INSPECTION. vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOTA MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. viii. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE 14RGINIA DEPARTMENT OF TRANSPORTA7ON (IIII 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 J. 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 0774ERMSE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVA77ON FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUC77ON INDUSTRY (29 CFR PART 1926). TOP OF 47 CURB 2" R r . A 5 1ST" a' ! °. °N.A �... _. - I' 1 6" I 2• #S STANDARD CG-6 STONEBASE UNDER CURB CHECKED OT PRIOR O CURB & GUTTER PAVING AND/ R BACKFILLING. NO SCALE 10' 2" COMPACTED SM-2A ASPHALT r-h V<... v{lFir t-Aw J'.. V 4" COMPACTED 21-A STONE BASE ASPHALT PEDESTRIAN PATH 5 D BEE METE 1 I NO SCALE SHAPE To DE ELEo - - - WITH YdII: FLyW I- a------- - US, AR BEEo O EL INVERT 1 EN-1,1A L I L NOTES: 1. "„- NAY BE REDUCED UNTIL "%" REACHES A MINIMUM C£ 9" WHERE EroWML ADOLE PROTRLpE ABOVE SWLLOER LINE, 6. BEVEL EDGE 6 REQUIRED ON THE HEADWALL AT THE MET END OF TIE N NO GIBE . SMALL OP OF ExOwKL PROJECT OBOVE FILL SEISE, MLH SLOPE. OR SHOVELER. THE Row ENTER$ LIVERY LIAVERT HAT a, iX5 ITEM MAY RF PRFc0.5T OR CASE IN PLACE. THE E M 1. „ODE OR AT TIE OUTLET END OF THE LLLKRi MAY BE EATER SQUARE EDGE OR BEVEL ECU[. 3, ALL CAST IN PLACE COMPETE TO BE CLASS M. FOR PRETREAT SQ B. ON SHALLOW FILLS. WHERE EIDWKLS ME I'OR LESS SEEM SHOULDER SLEET 101.02. ENE. THE TOP OF THE ENOWKL SHALL BE WNSM4Cim PARALLEL TO THE 4. THE MAINLAND TO BE USED WITH STRAIGHT CRO5SND ALL ERODE OF WE ROM. NSWSRO•TO 5.1 B. �" CHAMBER MAY BE PROVIDED ON ALL EDGES AT MAWFADNREMS OPTION. 5. IEMWNL TO BE BEVELED N ALL MESS EXCEPT WHERE A CONFLICT WITH AVERT. EW-1 BIT ENDWALL FOR CIRCULAR PIPE DIAMETER OF PIK CULVERT 12^ 19- IS- 21" OR za• T•' OR W STY' OR 36' P I.,. 1. E. I. -A, . OFI. Tw T.D.. C 1 4 1•_T' 1 9• 2' 2" 2 6' 2'_9' F YHr p.-g.. p..B. O.W. p._A p..9.. X a..}.. Yqp d..2. }..9. 4.q. ,..q.. L 4'.0• 5•_0• g•.0- B•.p•• l0•_O• 12'.0• O 0•HA'• O'-IA" 0'2' W.2HH T SA" E, BMW wOIC YMAa OP CCMCRETO cAQ.RF£ D]41 M 0.6Wl u19 2.067 2.a) C.M. PIPE 0.257 OLCH 0.239 L}Y 2.199 3.145 ENDWALL FOR ELLIPTICAL PIPE 743E OF ELLIPTICAL WE CULVERT A M . NSF) 2S4O" BE 31",92- 3E.24" AIV.27" 45"a29" 19'REN' A O•-B. D'-Y O'.l]• GI 0'9T' P-O• 1 v 1-P 6 1'-2" 1' Y 2-6" 1'-B" 2-9" 1'-10" 1'-11" 1'-11" 1'_,'. R-1" y-4•• z 5' YT" 2 B' 2'-9" 0 r r' T-r' 1 10" 2 HY z ]' r-5" z 6- 2'-10" F O I" THEY 0'-1. 0'-9" 0.9- O'-9- GLE. O'-B- X 2•.W ]•.5•• 3•.T•• 3•.9• 4•_0•• 4'-Y 4'.5• 4•.T•• L S'.S•• T•.i•• &HE T-2•• 10•_2• H0•.11- IY9" tP'-11•• 5 1.-1F. 2�_I" 2..D.� 3._2" }.-8- 3._SH 4._T. 4..0.. a O•-r/:' p'.SG• O'-}Yt• a-,• a.4y• p'.4Y.• p'.S" O'-Sy,• b a-z- O•_zIA• D'-zk" O'-]- P-9/," O-J�" O'-1- D'-4%: LTDIc TAWS aF CONCRETE MANDATE MOORS OMRS L2J6 LEW E6N 2.Iq 2BIQ 2.6M A COFY OF THE ddSNk AT MD SIDED MMNG 6 ON FEE IN THECENTRAL OFFICE. ""`"" STANDARD ENDWALL FOR PIPE CULVERTS 105 12" - 36" CIRCULAR AND 23" X 14" 53" x 34" ELLIPTICAL PIPES S0E VIRGINIA DEPARTMENT OF TRMSPORTAEMH FOR TAKE OF JRWT - H,EXNAMU0N JOINT I rFRME 4 COVER INLET ABACK 6 $BERM( c 1.5" SM-9.5A SURFACE COURSE 4" BM-25 INTERMEDIATE COURSE- 12" COMPACTED AGGREGATE BASE COURSE, VDOT #21A ASPHALT PAVING - ROADS NO SCALE (5' MIN.) 4" CONC. 3000 psi MIN. ° 4" 21-A STONE BASE CONCRETE SIDEWALK NO SCALE z N DEFORMED CRACK CONTROL BARS \MOOT ROM MG WEDGE STANDARDS DATE SHEET 1 GET 115 0 /1B AWE � BARS 0. �� iMPROACx W n n L BM i BMA I NOTE S- Ill II BOAR D FOCE OF O.RBJ ICON -K CWIROL JOINT CRACN WIN GUTTER TAKE JCPMT p,. W MIN. PLAN SECTION A -A ('-A KEYED COAST.. Joxr L-VMRIARE-YIN. RO' WARP 2-gED WO. I a_-0" Ie• ••• �B 0• l•-0 =� A GUTTER GUTTER BACK EA -a aA 1. FDA TABLE aF dEN5xI6 Mi vaLIA6 FOR CRCIA.R RUES [STMDMD M-D SEE NEST a OF x 2.FORNOTES: 1 FOR TRH£ OF pERSBF6 AND vaLlxEO FDAELLMIICM p M.erxowm EW-w SEE NEEr 3 OF BE 3. EH$ EW MAY BE RECAST ON CAST M RICE. DETAIL A 4. ON SMPLLOR ME wREM E{OENL9 ME T BR LESS BELOW 9NOL(DFA LlE ME TBP OF TIE EIBWALL NYLL BE CMSTMFIm PN(N1E1 TB TIE Cp/CE OF MV. a NL CAST M RACE WMFETE TO BE AST. W FIST OI SEE 9NM07 NH PIEC/ST EET3 MOLAR /W tlLOT. MERLT 0. N M] DARE TCP fi F{aVML RN-ECr IlF]VE FLL SLOPEMOI BIFPEfA SMELLIER. SAP P V I ). WAR STANDARD TO BE USED YM srBMBM ONS9N5 ` AND 9FN MIBFS TO W. 5 n COST OF OYES Fa{ WCR CCwR O BE MCLLR➢ M DETAIL B RDCE I+x NO PEW clEc rAFm L9uaTE. B. KNIMNL TO BE BEVELED N ILL MFA4 ESCFPT WIEI{E A cMEEDr WITH rrvmr MD WMxALLs ocaR 10.BEVEL EOH M REM W TIE IF/OIIMl AT TE YkF END OF TIE ELEMENT RWIENE THE ROW FxIFAB THE CLLYFRTA HEADWALL AT THE CUTLET AND Of THE DSVFRY WT BE EITHER, SWINE EDGE OR BEVEL FOIE. _ . O� 11 DWEFA WT BE PROVRED DI ML EWES AT •IRIDWIEIRR CPIRM. SN EIM13 S-FWPWCAL PUCE BTB [w-a:1 I CETK Aif I11 A OIL 1u.. SECTION A -A -- � I 1Y - I I T�l� II� SEE CETK B �^ END ELEVATION SIDE ELEVATION XVDCrr STANDARD ENDWALL FOR PIPE CULVERTS wim NIID MD BRIDE• STMDM05 42" - 96" CIRCULAR AND 60" z 38" - ROOF" IT 68" ELLIPTICAL PIPES RENBKN DATE SHEET 1 CF 3 VIRGINIA JFPMIAEM Ci MMSPORTAIIfN 1q_py TABLE OF QUANTITIES 1 3 A'B'" mom m OEM D .:OEM lam . m rav �>• `xT>•osoo oe®o ®oevos o R'a ecsa t7>• iIFf7 ©tt,�l7 rsIIlTdr1� R s4ia 0 ®O �J 0 0 @'� t1! r> • r'u�� �c Ta ©Em • o rsa rs � �a ra,� o ®o 9311111 o m • o � •a in � e ®� o � o raars� ©®o ®o � o m• o R� ra�x*aEn•Hof$�mram�rar��r�arl�o�aoia��m�r�o�asnT� m s1 c'> • � � o �� r>.ramrm.� m Ez, a o e'DSTa o r'07'a m rs � o �Sa � � m � �r->•©Q�>i�Tarsa+*m� �r�aJl�o ®occa aLarr� o �xPa srs>• C7i/FSf.TFsaOtf:rliFnramm)�R�S�O®OEE0T7E)•R10.0R.�ER.7 e � mraoTar� ©®o ®o�o� o �•a 111117711111 m � �'>•o�mrsIInr04� �E�o ®o�)aom• o �'a m ER�E77>•®m��s3'dzL����o0o0 ••I�eEBalMQ�a�m%rmA>)•• ereraar¢>1>>�D0o••• �FrS'a�a� [f•S1.7�o0io0SE111111EIIoeiomul• EFIM111111!�®l7 11MIUMMI1011EIIIIIIrr�sd�aR.3•vsrf[.1��0• MUSorEmr1> 11111=�1RRRe5'.''a sstsErfrR.rtTs.�10 INMERIII-IM101111111=11111111 Ri'4a)1111 ! rRIa • WMiw7mo�mraLemmo mum m rr�o� ©�'a �w wo _ M B SG 9 - - - - ->- - - BARS F Bµ! E la B MJ" xMETER ry X BASE E WEEP IDLE BARS B FRONT ELEVATION BAR{} i " :CUTTER REtOVEDI y.p" YA" 1. 1 RAND. MEDEPTH" OF UCH pl TO BE N ME STANDARDS M ME STNDNDS ME SP• CMEDSO N HE PLANAR AD MF R °X THE SERE NAIL E lucxm FROM ME xvERr Or TIE W1FML WE TO THE TV CT THE STRUCTURE. RM •H' DIYfN w ME APPROXIMATE ONLY ]. 4 NOTES M 4 X AT K PE WMELS AT M4R901ATf1Y A• CC M BE FLM'ED N ALL NEA4 ADIx£NI TO /BVRNO COM:REIE TO PREVENT BETRxE11T. S" DARTER NEED HOLE TO BE EDDIED TO-2' DINT 9VBBAY MAIEFLL. NEAP MDH 1a MS AREA M.SY Bf EMTN3y N BINXI CARE TE FAND JIXXT$ NLL KPLY ONLY TO OJRB MO GUrIER. N. EOxDETc WFrmre$ lXONW MEFON BFPM MITXpUT FIRS. TE WCUNT LwYL BY FAMES MUST S CEOLCTED TO 5X'A" BENL RATE B" 0" _ SECTION B-B FOR EDTNATM NFANIS Mo TIE KTUK LEEN n WALL BE CETEINPED BY TE CDBRKTOR F FELD COMTIOH. 12'X1II• RISRC xMONAE CWM f ME9N OI CN.VAN S1F£L MARE MNN WIRE DIARRHEA 0.0]" XUINFA 4 IESX MMONIff LLOTN MLNOIIED FIRIILT M M ORYE OBTAIN TALE O/AMTTES. FOR H OF CfRAY ODT61 ILO OR FDARECT EDGE M YNOS Cf tlM]aTE FOR EIDI FONT CP CVM x 'MEEI SPECIFIED ON ME RMIS TIE NYFRi B Cf TE SIMATN£. / „„' TYPEA TN WITH - -TSTANDARDL2' - DOSE DE L SHALL BE USED CG } S CG ARS TYPE B NOSE ATE F SHILL SE TO METH T ON L GANG STANDARDS, TYPE A TYPE B CONY CIZN RATE FDA TYPE A TO BE SENT R' M ANGLES OF fiN•10' CONNECi0R5 ND IS TO SE MWCPED WITH %t X 4" STUD SEEM NOSE DETNLS WELD TO BwT PLwiE Ar r cc. OdA L 01-3E M-3C "X 2' "X' " / / A C4 STE 1:D HE X 1" !ECU SHE M COMECiOR WELDED TO MGLE NCM AT 2'C-C. PH, PPVEMEXl .-, WARD PAVEDErvT 4. M m 9VPF0 N ICY m WITH STMDMD B-L TIE GWT LF NNRI4MY. ND RIGNG ALL W1FN/LS INCJCEMAL TO WE SHIPINO rs TO S ENSmEn x TxE el0 PAIN£ FOR THE sTRucTUE. N 1S EYEM 11E N%E OF THE bJTFM1 I!E B HOFA RAIN 11E !MOTOR OF ME SrMONEE ME MVEo O TIE STRUCTURE sW1 SE fIIIFED NM EET{E„T MREAN TO FPEvw STANDARD OR PORIG OF rATIN M TIE SINLCIUE TE COST OF NRN TO ND PUCIID ML wTFAIALs NEBFNTK TO A yA N. la ML SNFgIt}x SEEFL SHILL MW A W. WVm OF 2. p1 IENiOKNG SIFFL TO BE CUT OEM OF N1 MFIXXOS Bi P". CMr-N PEKE COMPETE B TO BE CLA55 N IJWO PSV. PRECAST CODIEIE B To BE 4uW PSI. LFNOM OF MOT al M'LL x EVEAr CASE BE N. LEMBIN OF MOLE MGM Ni SHOWN OR N T T Cf a N TO BE LIt' AT 4.0 An/FT.. IL # oELOm IJTJGM OF DE m am. N. ILL RFMYMfJD AIMS TO BEMI. 20. MEET! HET x IISEC N 4'-0• Mml'L BALM S MET x TO !RAPED ro COTEaN TO PMRWm CUM. I� I ME 9FIPINO rs w DE IxcwDIED IN THE BID ASF FDA1 sTM1EMRE. la 4DwX AIM FL F NET x CONSTRUCTED M MEMM OEM W - - --- - - - _ - i now naw rlow I o 0. L SAES ME TO BE xDVICFD NHN N 4 4'-P' OR MATTER. FOR CETMLS S£ ST#OMC Sr-t TN OEM MAY BE RECAST MR CART-N-Rl6 M. NPH MEPiK MTEW x TO S CIAN, Wilm ISEE CETHI. STANDARD MEIS MAY E CORAIMCTAI NIH �.L BLmL AmL DETAIL WHEN USED CMCAEIE SOtltS AN ACCORDANCE W1H 1S RTNS SIANI MI STMDMD MRAMN: M-MB. FOR MEW CRISES ADJACENT TO CURB Foa usE IN SAGS WITHOUT GUTTER BOTH SEES TO BE SYMMETRICAL VDOT mEaRCATIory sxancnna MOOT ROAD MD BRIDGE SrI10NDS STANDARD CURB DROP INLET REFERSNLE ERExDE STANDARD CURB DROP INLET ROM .WI BRIGGS STMOMOS SHEET I OF z 1 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (IT) • 8' 233 2.3 1211 - 3011 PIPE, MAXIMUM DEPTH CHI - 8' REVISION DATE sEEr a DE a 101.09 OR/10 VIRGINIA DEPARTMENT OF iPMSPdiI/.LIW Y-'2 3W VINBBA DEP/M(iRf S TRANSPORTATION M.q W-V Xp1E: COMPONENTS OF LARD AMPS COH35i OF THE FOLLOWING, CE-D Aa-: -L XYMm)LC WM91F SMOG g (DEPTH N NCXES AREA N SCHEME YMOE) 5 DOWELA B- LdL 1 PERM15SEES R GENERAL NOTES: CRAKE HEN MEASURED 003-2 A MEn IN ENE vEET)Wl Ar Iz•• o-e CONSTRUCTION 1. THE DETECTABLE *MAKING SHALL BE PROVIDED BY MANDATE BOXES. EACH GF 11E MOYE ITEMS B A SEPARATE AY ITEM AND RAILROAD JOINT S EA H MMIIED FOR EACH CURB OUT AMP, 1 2. ALL DELECTABLE WARNING SURFACE PRODUCTS NIYL MEET THE MMIMMENTS 12:1 III OF SECTION 504 OF THE SPECIFICATIONS FOR W-I2 DETECTABLE WARNING SURFACE. M RMF ISM YM B yR. DETEE ARL WARNING SUFALE PRODUCTS USED SMALL RE FROM THE MATERIALS y y E:1 NM APPROVED PRWUCi LIST NUMBER 72. L }, FLOOI„C FIDES O CVFJR S MAY N POURED MONOLIT WITH RE WITH RNP L FLOOR OR BY IMF O BY NO CONSTRUCTION LM WITH RENTER RAPS. f RICHARD BARS ME TO S FLOOR X fi^ DIALED rCExTER O CENTER NLID WITH BUFFER TRIP W W BU E S BOAR SIDES OF iX RASP FLWR, MO.OEPTX OF RASP FLOOR. YNYW s RARE PIMP MM WHO SITE COVER 11CA +C1 / (SEE TARE) ISEE 1PBLE) Mµ3TgN CUTTER Pµ SLOPE 5. ROMMAY CLIMB /CURB µ0 CUTTER SLOPE MM6BONE ADJACENT i0 CHID TYPE A L/ A i0 20'1 THROUGH RNP LENGTH S'HN RAPS A9E NCLww IN PAYNENi FOP CURB /CURB MO CUTTER. TRMSROM CUTTER PM SLOPE g. CWB AMPS ME REWIND FOR SIDEWALKS µD AHMED IRE PATRS THE WIDTH OF PERPENDICULAR TO 10'1 THROUGH RAMP LENGTH LATTER Pµ MAVYUM SLOPE 20�1 THE CURB RWP SEAL MATCH SOEWNK WBM. WHEN OEM RAMPS ME USED A CONJUNCTION MEN MESHAPED USE PATH. THE MINIMUM WIDTH SHALL SE THE WENTOF SHARED PATH.pV ,5ti^pNIY'NB XWIgHY,� 'd iI,gY1'Yg �%� J 5' MN 5•.0•• .1. ]. DETECTABLE WARNINGS SHALL EXTEND THE FUEL WUM OF ME j6WG>, 12:1 MA'L SXIPE RO MATCH FACE LURE RMIP LANBAc Roos. Iz'I uARt �l of aoADwA,r CURB WITHOUT BUFFER STRIP a LDaB RAMPS ALL BE MTNLED MO LOCATED WITMIH DEDESTRM CROSSWALKS ' RACK OF CWB 1 HaSHE EWN ON L eES OR AS DIRECTED BY THELCARRI ER. CUMFARMIS"i sDWRav zo:+ ,4 : EXAMPLE INSTALLATION METHODS - SEE PLANS FOR LAYOUT FILETS, ETC. TYPE B 9. RMP5 MAY BE PLACED ON RANL OR TANGENTIAL SECTORS PROVIDED THAT PARALLEL THE OURS O£NNG IS PLACED WITNN THE LIMITS OF THE CRMS ND a'IAN Ma PEAT RPENDICULAR LOPE ATTHE CUND LOHMECTION OF THE CURB OPENING 15 W ,5 AT M SECTION A -A L,M reC 10. DETECTABLE WARNING SURFACE PANELS SMALL BE INSTALLED FLUSH WIM�A2,'%MM'1 XI,�� Awc THE BALK OF CLRO. B i mDETECTME WNNNO WAKE CN'MLTWHERE CNB RMP5 INTEIRSECr A RMIA EECTYN OF CURB AT EMRMCES 21+I OR Sll£ET CONJECTIONS ix[ DETECTME WMbllxG SURF.IDE SNNL HAVE 5' 'T'M\ •--��NR C09'2./A FACTORY RADARS OR BE FECHMWDIED AS WCMWEWED BY TM 1- "^4,MANUFACTURER TO MATCx E BALK OE CORN. SEE W-12M5 PACES 2M.00 204.02 FOR METHODS OF MTMLING OETELTKLE WANNXGS ON P RADARS. � MIN EDLE OF P%VEMENRHER AT >K%.sARE As TOP of cuRB SECTION B-B care NOTES: ONE DIRECTION TYPE C 1 GENERALON THE DETECTABLE WARNING SURFACE. AI WITHOUT BUFFER STRIP PARALLEL & PERPENDICULAR BFOR EE pNOTES z. THE REQUIRED LENGM OF A PARALLEL flMP 6 uuRED TO 15 FEET. 1NUNCAiw DOZE REGARDLESSOF NE BLWE. 0 0 0 o 0 3, COTTER PM SHAY BE A MMINW SLOPE OF 20'1 AL THE RMP OPENING 4. DIKONA PLACEMENT B NOT PERMITTED. -�- b0000 oa oo0oo � D0000 Go o o o oo j. ANONG MANE oOooOOD O0000000 00 c o 0o oo000000 00 o 000D 0o0oO000 oQOoo oa 000 O O O oo Y-XF GEM R 0000000....... DETECTABLE WARNING AT eNW OF aRIS VMMM FUEL WHOM OF RMP FLOOR SEE NOTE D. BABE OIMETER TRUNCATED DOME PAY uMITs DETECTABLE WARNING DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL TYPE B PARALLEL APPLICATION ROADWAY GAME IN PERCENT WINNERRAMP LENGTH N FEET 4-CUM G" D 4 B 5 t 5 T z 6 R ] G B 4 B 12 5 10 15 W 14 15 OsswALK 1 11 CROSSWALK TWO DIRECTIONS SMALLER RA WITHOUT BUFFER STRIP XVOOT A COPY O THE WOINN SHARD AND SHERD DRAWING IS W FIRE N WE 1£HiflN EFFACE. TPELX` ATOM `NDDT A COPY OF THE ORIGINAL SEALED MO SIGNED DRAWING B W FLE N 174E C REFESJEE WAD MD BROKE STANDARDS CG-12 DETECTABLE WARNING SURFACE M. ANG TRADES STMDMD$ CG-12 DETECTABLE WARNING SUf SHEET 1DF s REWsox onre (GENERAL NOTES) BO'2 sEEI } c- 5 REWsoN DnTE TYPE B (PARALLEL) APPLICATION an. m 04119 VIRGINIA DEPARTMENT OF TRANSPORTATION 504 ten. n. D6/19 VIRGINIA DEPARTMENT OF TRANSPORTATION ONE DIRECTION WITH BUFFER STRIP O%-4% 30'T �..'as NNALT ISTAIPSI (<G6- 1ST' slDAwALq cufl0a -- I,MVELL wnse) TYPICAL STREET SECTION - VAR WIDTH R/lf' (POLO GROUNDS ROAD - 28t50 TO 307L00 & 36f00 TO 38f00) 30 AfPN DESIGN SPEED I'NOT TO SCALE) 2% O%4% a%-4% 4 (cas 32' 13'(MINJ IGRPSS CURB& (TRAVEL LANE) (TRAVELLANEj .ILC.�ALp STRIPI�GURTED�� TYPICAL STREET SECTION - VAR. WIDTH RAW (POLO GROUNDS ROAD - 25f00 TO 28*50) 30 MPH DESIGN SPEED SNOT TO SCALE) 2% D96-4% TO. (ASPHALT DEWVNUR I STRIBI LLETTER) sralR nFx) 13'(MIN.) ITHAVELu"Ej TYPICAL STREET SECTION - VAR. WIDTH R/#' (POLO GROUNDS ROAD - 30f00 & 36f00) 30 MPH DESIGN SPEED (NOT TO SCALE) 2% 056-4% 0%4% 10 4. (25. IASMPLT (GPA55 ICGE SIDEWALq 51R11'1 CURB® GUTTER) R)W TYPICAL STR= SECTION - VAR. WIDTH RAW (POLO GROUNDS ROAD - 417L75 TO 43f7511 30 MPH DESIGN SPEED (NOT TO SCALE) % . O%R-4% - O%y4% D' ASPHALT 4' S (GRASS ILcs 1Y CURB& TRAVEL LANE) �WnER)+ T3'(MIN.) 1RPVELLME ( j sE.LK) srBlPl VAR. WIDTH (PAINTED DUFRR) VAR. WIDTH RAN TYPICAL STREET SECTION - VAR. WIDTH R/W (POLO GROUNDS ROAD - 44f25 - 48-yL 30 MPH DESIGN SPEED (NOT TO SCALE) ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 • EIX£ C£ TURIM PAVEMENT HAS DETERMINED N FIFTD] TALK COAT THE PRO SEE COI6TRIICTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LATER$ -------EXISTING SUBBASE PROPOSED SIDBISE COMPACTED EUBGR/dE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIOENING LAYERS ® PRODUCED MINIMUM 11/ NCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) V AMN"S DE 1IERG2 IN DHRJ OR COMESNEATER AS NOTE CESSµY TO BRUT THE FELL MEMBERS OF EXISTING ASPHALT LAYERS NOTES: 1. ASPHALT PMEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT MOOT PROCEDURES AND BE APPROVED BT THE ENGINEER. z. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MET OR EXCEED THE DEPTHS MD TYPES OF THE LAYERS OF EXISTING PAVEMENT. $USSMEME DRAINAGE OF THE EKBTM MO PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. A F THREE OGRES SHALL TAKEN TX Ni R F THE NT TRAM AN T DETERMINE THE i AN T„I KEXISTING 3 MM 34T 0 FF KL KALONG f CENTER 0 E MAKE ELL f 0 CE f NE E TYPE D C Nf54 OF PAVEMNI LPTERS. THESE CORES SHAL BE SPACED NO MORE THAN 500 FEET A°MT. 4, TM ADJACENT TRAVEL LANE SHALL BE MILLED A M„4W DEPTH OF 11/ INCHES AND REPLACED WITH AN ASPHALT SURFACE SQUARE TO MATCH ME PPoPoSED PAVEMENT WIDENING SURFACECOURSE ALAS WAVED BY THE ENGINEER, 5. THE ENGINEER MAY SECURE THE NULLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TD ACHIEVE M ACCEPTABLE PAVEMENT CROSS -MOPE AND EFFECTIVE SURFACE DRAINAGE.6. EXISTING PAVEMENT MARKINGS AND MMKEM WITHIN THE PROJECT LIMITS SHALL S RESTORED SELECT TO THE APPROVAL OF THE ENGNEER. 2 AT I HIN LO AT PMEMWi l TESTED LEND A 10REOTEDGE IN OF SECTION IT T iNE REQUIREMENTS OF EXCEPT T 15 NL JORIS AT TE-IN IONS. E $CULL BE TESTED IAIHC A 1fl FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REOUIREMENiE OF SECTION ]15 OF 174E SPECIFICATIONS. ROW M0 ERODE STANDARDS ASPHALT PAVEMENT WIDENINGa FOR WIDENING SUBJECT TO TRAFFIC FFX: aE XE3R 1 DE + REVISION onre VIRGINIA DEPARTMENT OF TRANSPORTATION 315 303.02 DOWN NOTE: WHEN A PEDESTRIAN ACCESS MITE CROSSES A CINELEX ENTRANCE TIE CROSS SLOPE AM L WE FDA A WIDTH OF 5 FEET. A M USMET APPROACH SAME SWFALNO GENERAL NOTES IRMIB TO BE IB 'A' K MNAE ROADWAY (SEE NOTE 31 SHOWN ON PUMA ION 1. MEW .1. N CONJUNCTION MTx STMDMD LG-] IRMNS i0 BE M SHOWN OM RMSR OR W-].THE CURB FACE W THIS STANDARD 6 TO S WAISTN TO MATCH LM MOWTMLE CURB CG-2 OR LG-5 LOHFOWAIIW- / I IF I_--- 2. STANDARD CG-12 FOR CURB RMP DESIGN TO BE sawNx USE USEWITH 16 STANDARD+ ISIDCwAN EE ---- NOTE 51 PAV P N H EDSAE I P�EWNT ENA1 BE CONSTRUCTED TV THE L�E3 x RUDE LINE PAVEMENT O RAW LEE FDA REQUIRED MA RS MAKERS PAVEMENT WPCx Cµ BE NICE! CAN BE _ T IIN N THE ENTRANCE I ..I JdNi JOINT 4. CUTS MO GUTTER 4, RADIAL CUIB PI M C --- NOTE' WOLX "B" T-0" OR IS IRy MR{LIIE WADWAY CONSTRUCTED $XLLL HOT RE ELACEMLT P BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PAI8p5E5. SHOWN M iVRCK YCTOH. A11 PLAN VIEW ENTRANCE NOTES x THE TURNINGHEN THE ACCOMMODATE REQUI1EMENTS OF µ71CIPArNOT DH HEAVY TRUCK IMMUNE FROADI SLOPE TR:YFIC THE DEPTH FOR SOEWN„ 9 CURB RMP5 WITMN }NE LYTS fE THE RWIISIOULO RE 10'PASABOLIC CURVE ENTRMC[ OMYI INCREASED TO P ISEE EO-13) EDGE OF PAVEMENT OR BX Nµ. D OPT GRAVE CHARGE - FLOW LINE ® - --- D R. PLANS ME TO IN CARE MEN CONSTRUCTION OF A FLOW _ IgEE NNMNE ROADWAY _ NOTE T) LINE B REWARD i0 PMVIS POSITIVE DflMXKE ACROSS 174E ENTRANCE. D GRIME LxMGE �- T. THE DRUG ABLE NO NMWI ENTRANCE GRACE CHANCES D" ARE LBTED IN THE ALLOWASLE ENTRANCE GRACE o TABLE. THEM: VALUES SHE NOT APPLICABLE TO STREET CONNECTIONS. 5'MI . IS WHIMIN FOR caWERua ENTRANCE INTERSECTION NOTES a WHEN CG-IRIS USED FOR STREET CONNECTIONS,DAE WE ® LLR6TRIILr OR/OF GRADES MEN A PMMWL WRVS WITH A ACCORDANCE WITH CORRECTION WST BE DEEKINED APPLICABLE AA91 TO POLICY MO THE MPLICABLE REOVNEYEMs OF THE MOOT ROAD DESIGN MANUAL.INCLIDING STOPPING SECTION A - A SOAR 01STAW-E AND 4 VALUE FEEL EMENTS. 9. OPTIONAL FLOWLNE MAY REOURE WARPING OF A yI"F. HEOF QRTDU TO PROVIDE PGsrEYE oRuxAZ TOION. R MM H ACROSS INTRODUCTION. TIII'_IIQ ALLOWABLE ENTRANCE GRADE CHANGES FSNCF 1:1 -- 1,151 CFAS$ AT jl? W2 IX.E.SA - W4 CWCMFIE SECTION C-C ENTRANCE WE GRADI CHANCE DMAXIMUM DESTRASLET ME NO LOW LESS THAN WO NOR: ALLOWME WMANCE GRACE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS 44EFICA,IW �v.. I REFSRENW METHOD OF TREATMENT ROW MO BNIXE SHEET 1 OF SOY (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) RVBW DATE SHAY 1 DE 1 VIRGINIA DEPARTMENT OF TRANSPORTATION SIM 203.04 D-3M 3®.3CC SECTION A -A MIRE B N 12" C-C SECTION THROUGH ELEVATION 5 VAR. NOTES 1. DEPTH OF INLET NO Tn BE MCI CM PI118. 9. ALL READOW % STEEL SMALL LOVE A AM. NIMMW DEPTH (IT) TO BE 8I YAVRY CDVN! Ci 2". DEPTH TO BE z0'-G". FOR METs LES TxM ELSE STMDMD DI -]A ]B, W. 10. ALL WG MNFM sTFII TO Son WEAR OF 2. THE ME MY SYN SHOWN ON THE WARBURG$ =L O AR= BY 2•. MO YEDFED ON THE PLANS YLL BE IL LASTI RACE CONCRETE N TO H CLA4S N KA MD TRW ME AM AT OF THE WLFµl. PPE To THE TOP OF ME STRUCTUE, 1. MIN FORGERY WMDETE B TO BE 4WD AM RM 'x DFEN4DNS AE APPROXIMATEarEr FDA ESTIMATING PURPMES AVD TIE /CIUAL Y1 LENGTH OF MOT ILA WILL.N EVERY CASES GEE LETFAREII Br THE CONTRACT FROM CONTRACTOR FR04 FIELD COmlllCf6. s1OM'x O„ M.N6. 3. WHEN SPECIFIED ON 0.M6 THE AVERT 6 D. MEN MET B Irsm E 4. O W SAW OF MET IS TO BE s1YPED TO CCfEWXI WIM WITH CO TO BE RIDDED O KLDDNxF AND Sr AL IS1. THE cC9T OF i1)MSIND ND PLMIRD ALL MNXY)YD DEY YTFJLIM9 THE00 ttl ME 9XIPN! TE TD L N11AFD IN TIE BO PIBPE FD1 TIE SINOl11SE. R OPTETNIL CWbiRDCTKKI .ANTE USED R N 14• TO BE XEYER ALL SPHERE M BNES V TO S L N ME EVENT 11E AVERT O THE WiiNL A xNMW Ir w IXMEIFAS 12D•1. SWE INE INNER THMJ TIE BOTTOM S 11E SIFYCTOM TIE NHAT Of TIE ETRIICI IIE swL S 9XNE0 'Allll Fil1ENT YWTM TO b. FOL RNI NEW OF NET x2 ETNONN O- $ %. 'A PRVEM STNDEIC OI POLwD OF WATER N ME SERMD iS COST BE PWIEJwD 1B. llTwB SXONI .VE Fd YIYW NETS OF°WE.YJI TYPE. FM THEFTS OF GREATER DEATH MD R/CINE ALL WTFPULB NCOENTAL TD TIE AIMIXa R TO S IN3UCFD M TIE M TAX W{ LONGER MOT GET SORELE„,4 SXONH MR FWT WST BE ADDED. THE MEANT OF PRICE PER ME S,RUCTINE. CONCRETE AND STEEL EWL'LSD BY PEES IFPB a SARE MOEEB. FM SEEMS SEE YBT BE ENACTED i0 OMEN 1AE WNTITES. sTNDAfA STA 0. THAT DEY WT BE PPECKT OR DIET-N-PLACE. n. FW wYSA S aWs A-G GEE m MD aw LENJTHB 5[E NEST h4.D. T. M, z S" NDOM DONELS AT MPNONMMY M. FEAR DESCRIPTION GEM LOCATION OF u N TE' CI TO BE P N ML YEAS IOJILMT MITTM CWR W TO ISEVENi L SEE 9FET VOLUME EERL2IEW. N LED O WWFLE A Y' X 4- NRON ANT SE PROVMEO. SED STNDND T-0F].4 FOR N.TERIMIE OESYN. 19. Fd! YL OETPLS.DFEX91Wl9.NAMM SED TI L Y MMETEM 'ARID IIXE TO BE LOCNm TO gI1OAm 0P]A $/BxO.YE LWMI SH6BISE MMTENAL. NIIP x NM T2IXA' PL.Yi1D NYNYYE QOM f MESA BITSTEEL wFE, TAPE DVMESD RYETER D.m• MYIER 1 ME91 HNNWYE Dorn ARcnoab FFMr TD TIE Mesa ar ATE sTRLBTUE. SC EDULE OF REINFORCING STEEL 8.0.9 H BARS H, BAST V xO. I£IIIrTx H0. LENGTH NO. IFNcrx REOa. REO'D. REOD. APPROXIMATE QUANTITIES FOR MINIMUM 8' DEPTH INLET ryR OMEMON L RAIFORCM SFE NOTE 1 4TfEL CpWgTE M- Lh FL LBe Lu. Yh. STAR yY .HB 4'-0" 1H SAT 3w B'i/' xl xY WREI S TO BE AWED FOR EACH ADDITIONAL FOOT OF DEPTH IN)AWOAOR SLOT LENATTIN EU H L LOICRETE 51EFL WNCREIE S1EM1 DdIT 5. - - 0.]IT Y 094 a3.5 oAn H aaa VDT SKE TIW PoAD AD EPODE 3-MDARoS STANDARD CURB DROP INLET �NvmLE SHEET 1 of I REVISION DATE 12"- 30" PIPE: DEPTH (IT) 8' TO 20. w D1.11 MWIA OFPMTMQ{T OF rRYbPOETNEN ' RAN SCOTTTR. CONLLINSIZI R--I Lic. No. 035791,E p 4/9/21 w: O��lS ti tsI n)ITA T. z O U 2: LET LU � Z O O z MI 0 (n F z Vl W H W ce CO z/c VM / N ■ co 1 N CD Lu U)l��W•� W Zui � --- U) J1 W e� Q 0 O C] N JOB NO. 182150 SCALE AS SHOWN SHEET NO. 9 e ACSA GENERAL WATER & SEWER CONDITIONS (June 27, 2019) i. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BYTHE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. io. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. ii. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO- LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. iS. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. FSHALL NOT BE LOCATED WITHIN THE RIGHT [IF WAY. �---- VARIES 5' ^10, 5' WATER SEWER 3 � 0 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.> EASEMENT WIDTHS, WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER 30' MINIMUM w SEE PART 3, PARAGRAPH ➢I SEPARATION OF WATER & SEWER SYSTEMS, UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90" TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 TD-1 FRAME &COVER (SEE FIG. S-I-D,E) SLOPED AREA --" STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 1. UNAL TRS OCEE NS . RUBBER COATED STEEL M.J. 3'-�" MIN STEPS CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12 MIN "0" RING SEALS < 16TMAX MINIMUM ELEVATION T DIFFERENCE ACROSS M.H. 5" '4'-0" FROM INLET TO OUTLET ' SHALL BE 0.20 FEET. CONCRETE ' VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING--='s--- _ SEWER. A FlLLETED INVERT OR A SMOOTH `, _•6 12 TRANSITION OF FLOW BETWEEN INLET &OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED &GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 6�4" I 81. INITIAL BACKFlLLU6" MINBEDDING 8 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION a 1 INITIAL BACKFlLL 4'MI UNSTABLE e" B" e" all SOIL\ M1 MIN. MIN MIN• #68 STONE GRANULAR FILL AS -- - �APPROVED BY ACSA ST t)CK, STABLE SOIL OR ROCK' NOTE 1, NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES, 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFlLL. 3,THE INITIAL BACKFlLL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V. SECTION G OF THESE SPECIFICATIONS, SET DOGHOUSE BASE 1"'a .; EXISTING SANITARY ON CONCRETE BLOCKS `•^• SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY MANUFACTURER BETWEEN EXISTING PIPE SAW CUT TO FIT P PIPE ., AND STONE BEDDING OUTSIDE DIAMATER e , PLUS 6". 5 12" THICK VDOT e"xe"xt 6" AND 4"x8"xi 6" ` No. 68 STONE BEDDING SOUL) CONCRETE BLOCKS CENTER W/RISER WALL (4 EACH) DOGHOUSE MANHOLE BASE II llllll III IIIIIIIIIIIIIIIIIIIrll rllllllllllllllllllllflllllllllll 11 llllllllllllllllllllllll. llllll llllll lllllllll MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN AROUND EXISTING PIPE ON FlGURE S-1-A AROUND PSI CONCRETE ETE N-S OR NON -SHRINKING GROUT ALLOW CONCRETE WRAP EXISTING PIPE WITH TO FLOW A MIN. 1'-0" BEYOND BASE NEOPRENE GASKET MATERIAL OF STRUCTURE ' BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE ` 3,DOO PSI CONCRETE BASE FOUNDATION SECTION VIEW Illll,ll ll l l l l l l l l l l l l l l l l lllllllll11111111111111111111 I 1 1 1111 1 1 111a 111111111111111111 1 1 1 1 1 1 1 1 1 I l l l l l l lllllll NOTES: 1, CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TD--26 1 Ud F J Z I 12" _ IL 11 I 1 3000 PSI CONIC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN -4 2" BRANCH W- FLEXIBLE CONNECTION -J NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL i­- I BE CORED AND A FLEXIBLE J CONNECTION " BOOT " oINSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN NTS FIG. S-1-B TD-27 L. TEE AND PLUGS VOL. SIZE OF FEET) CU.YD. (FEET) - 6' MIN (2701 7 CU. FT. #68 STONE -I 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE � WHEN THE SOIL IS DISTURBEE A HYDRANT IS LOCATED IN A TO POURING CONCRETE, A S1 DE USED AS ADDITIONAL SUP NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES - 2' TO 10' �8"-2; B GATE • VALVE M RESTRAINED JOINT FITTINGS ADDITION SHALL Top View 6" MINIMUM ­I NOTE: RESTRAINED JOINT FITTINGS. - - --- - 42" Minimum Certlilcatlon of 95% compaction required Galvanized Steel Beam, W12 x 14 (min. size) 3' min. penetration into undisturbed soil or as approved by the ACSA, B" X 6" TEE NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 T/X MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 in fa E 9 EM Ea L v vW %a cL PE<15 LN aE 0 ins Y NU N N Jo _ o o� N E�. 'E E Ndp u 1 NTH O " E "j \E NTH O I I <_ 8 O o aE ❑ w nu Nu Nb N� Mu N O O TYPICAL MANHOLE FRAME & COVER N.T.S FIG S-I-D TD-31 ZI Ia .. 1 4" MINIMUM 1 1 111211.. TYPICAL THRUST BLOCK IN FILL AREA Z E a NTS FIG. W-38 TD-5 PLACE W GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -\ �I ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID GATE VALVE WATER LINEA. 2500 P.S.I. CONCRETE 2'x 2' BEARING AREA THRUST BLOCK a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6)INCHES ABOVE TYPICAL GATE VALVE NTS FIG. w-s TD-9 REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI 6"MIN INTIAL BACKFlLL* EMBEDMENT (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER N0. 68 STONE HAUNCHING BEDDING 6" max 4" min OUNDATION (SMALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH N0. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF N0. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF N0. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 TD-34 SCOTT/R. CDLLINSIZ Lic. No. 035791,E A 4/9/21 tAj Z O a k ZLn on O Z N Z J O Q u L,) F ^� > Z W F�1 W Ce z L9 Q r` _J CIO M Q N Q ® C11) O I F1 N I --I w WCY) N (f) N Q W> LU�j J J_ Q > Q LU J Q O (n J Q LU z 0-6 D U U) LU Y (D Oz W ~ O 0 J O Ul M F_: LU Z mow/ M 0 J F_ LU I..1_ Z) 01� O w O N Q V/ F F- JOB NO. 182150 SCALE N/A SHEET NO. 10 01 / V( \— ry _414 TE/M /R� oA 4ICWA OL SIRHAUGH& L SB RT \CMRl_ESR H%UGH\6 LI BET-ANTOG 4r2 D 715oACRES oiBAp W_ /—o 9.9a CRDB5295,APG 636 4 0-00o/W D2�B4 3,4 0v EXITINGSTREAM vvv v- �/ /' // (n -� i' / EXISTING POLO GROUNDS ROAD \ \ \ - - - _ - - - - - / \ / / \ \ \ \ \ \ \ \ \ \ - - / / \ \ \ - / / W \ y \\ —30 \ III _ ---- -- — — \ / / \ \ / / / \ - PHASE IIMPROVEMENTS W STM-A62 \ \' _ --- \ 1 \ STM-A61 -=�� — \ \ \ —482 / / C A E R AU�GH / / / / \ \ I // / / _ — —_ 392\ \ d9B" — / I 1 EL1 BE H NNOG \ — / / / / \ \ \ / / / / - - -/_ 7 \ ----- — _ - - - \ / / \ \ / / / W -BEGIIN PHASE z POLO GROUNDS ROAD CONSTRUCTION - STA. 14+9 / / // - \ - - - - - - - -�� - - - =z - _ \_\ \ - \ - - ' ' / / \ \ TYv1P y$oo - o-oiAo 2 \ 5z\o' \' \XI�STING STREAM. STMSTM 6632 26 z6 z +oo z + •�,� .'.,,,, ;_ ! � / V '� A v gee/ � / A \ \� \ Q� � / GROUNDS ROAD / �5+00 0 - STATE ROUTE 643 POLO GROUNDS ROAD- - - - 28+p0 �STATEROUTE 643 MVAR WIDTHSEDSPEED LIMIT_35 MPHB STM-1 PH- I a 245° sc�.. 7 _ _ —VAR. LIMIT=35 WIDTH SPEED PROPO(_ D.B. 48i P. 203 23+50 J 36 5 -�+ EXISTING EDGE OF 2 ° a2+50 _ - PAVEMENTTO REMAIN / - - - �® �-,tea_,/ / /\ _ % //f /'� �✓ ®®/ / �. \( -- - %�®- ''' - �-®�\ � 1 � � ^ �� z9x *.-� ae a� � � � --- --- --- — -- i / i STM-B4z I. • 215 _ —— _- EXISTINGPOLOGROUNDSROAD ®® I \ � ® / \® � `--_ � - �-_ -- ---- --- ® ®i / 0 STM A60 \ EXISTING GUARDRAIL' ' ' - \ \ ® \ \ - - - - �� - i e _ _ - ---- - - --- — / / / 380 - \ PHASE I IMPROVEMENTS_ - - \ ' ' - \ \ \ \ \ \ \ EXISTING GUARDRAIL \ 30 0 \ ~' \ —_ - — _ __ -_ - - - - - - - - - \\� i9- / + ° 71 \ \ \ TO REMAIN / '' ' /' \ \ \ \ \ \ \\\ d \ 0 \ "\ e -�'� /_ 3l o / \ TO REMAIN \ \ \ _ - STM B41 - / � - � - - - � � � x "� - XISTING STREAM so _ _ — — _ 3>qa ' / — EXISTING too -YEAR FLOODPLAIN TYP. \ a \ _ ' \ \ EXISTING EDGE OFF _ I ` \ 3artoo \ �'�" _'� s--- -- ---- f� --' '.✓ 's 36+pO /��'� /. _ _PAVE ENT TO REMAIN — \` \ \ \ / \ STAT 32+s +5 / \3,2 STM-B5o vAR_wiDTH, P 643 P 33+00 33+50 34 °O— EX NG EDGE OF / Roao GROUNDS RO SPEED LIM HD ® �_- \ _ Ir_3� _PAVEMENT TO REMAIN \ EXISTING AIL / ✓ - \>� ---__ \ \ -�-- --- -- / \ —-NOTEALL ROADWAY EMBANKMENT -MATERIAL SHALL CONSI_5T OF SOIL AND BE PLACED IN NOT GATE SIZE �, NOTE- I ACKfILL MATERIAL SHALL BE CRUSHER RUN 3�8 — ___ SUCCESSIVE UNIFORM -LAYERS NOT MORE THAN 8 RE E NO. z OR z6 AGGREGATE BASE/MATERIAL /I -INCHES li�l THICKNESS BEFORE COMPACTION OVER � 21A OR 2-iB, FLOWABLE FILL, OR CRUSHEDGLASS CONFORMING TO THE SIZE REQUIREMENTSFOR CRUSHER \ / / 7 3 T 4 E 25 AND 26, PER VDOT ROAD AND \ / VDOT zoo ROAD AND BRIDGE SPECIFICATION o o BRIDGE SPECIFICATION; SECTION 3az:o3G. \ THE ENTIRE ROADBED -AREA IN ACCORDANCE -WITH- RUN AGGREGATE SIZE 390 �\ \ -__---___----_----- - / TO REMAIN \-EGRAPHIC SCALE_XISTING ioo-YEAR FLOODPLAIN (TYP.), / � - - - / _ _ CROCKETT CORPORATION / 50 0 za 50 too TMR04600-oo-oo-oi8Co -- — -- j— 79.5sAC-R€S - — — — — — — — DB 624, PG 193 /'l — — T- )' i PVI STA: 27+ .41 PVI ELEV: 38 .14 K: 30.62 LVC: igo. o PVI STA: 29+53.13 385 PVI STA: 23+66.7z N a N a PVI EL V: 376.71 PVI STA: 3 PVI ELEV: 42.54 HIGH PT. STA: 2 +82.84 PV ELEV: 6 .o tD K: z 35 75.71 K:94.58 + In m LVC 87.20 :39 1 VC:450.00 ry L'u m Lu m LVC:11 .00 PVI STA: 33 6. o 3 144 o m a � N Ln m v oxI f a ^ ^ a O It O PVI ELEV: 6 3 .z8 LOW T. STA: z1+54 4 N� ID;i LOW PT ELEV: 363.3 m w W m m 0) m 00 m m mK: 71.z4 0 " v N ~, LVC:14o. o 380 .+, .. vi ° ui oi V m V w /—_— ---� a_— V m °� V W jj V1 m M 0 M m w — z.59% --- m w + m m - _ m w w 0•53 v 375 �ro ----- --- —_= = m m w m w 370 +-EXISTING GRADE (TYP.) - _ 365 ' ' / N PROPOSED 3o" RCP - / ¢ STORM SEWER CROSSING -0.14% ---- / Ln --- F- PROPOSED 30" RCP 360 I-_ STORM SEWER CROSSING N Ul o VERTICA GRAPH C SCALE j PROPOSED 24" RCP 0 5 2.5 5 10 D STORM SEWER CROSSING W O 355 LLI Q ( IN FEET ) W x 1 inch = 5 f L. a Z kD Lu 350 m ORIZONT L GRAP IC SCA E Z o zs 50 00 Do 2 V ( 1N FEET ) Q 345 1 inch = 50 f L. 340 335 I� n Cl N o .t rl o l0 10 o rl OR W OR r? t0 O `9 ci 00 m 1 M N N M .T L!1 ID t0 ID W I,0 0) w H n S n lO n n n co n W n W I n n n n ID n W n W n V1 n M n N n O n Ol W OD tD n kD n kD LD t0 m m m m m M M m M m m m m m m m M M M m m m m m m m m m m m 21+00 21+50 22+00 22+5o 23+00 23+50 24+00 24+50 25+00 25+50 26+oo 26+50 27+00 27+50 28+oo 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+So POLO GROUNDS ROAD PROFILE Lic. No. 035791 4/9/21 z O d Z Lu 0 C) Z J O N U) F- � z W W Ce LQ ti J M c ') Q N Q co O 1 1--i N 1--I 1 O LU 0 11d N Q O a— C!1 Lu _j 1 0 J o z Q o O z J � U � w Y r n `J J w ~ p LL J O ul C0 Lu Lu 1 M Q C J � w Lu o w O N Q U �w J F_ 0 o � W w x a � JOB NO. 182150 SCALE V: ^ 11=51 H: i" = 5oI SHEET NO. 1s TH 0 385 SCOTT R. LINSZ U Lic. No. 035791 �o 4/9/21 44 z �`rSIONAL z z w MIN Cn 0 U O C 0 0 U z 3 ° O m ,,ww a k a V) U D Z w co i z Z O O < s u U) > ~ Z 3 o U W � u � Y N ` W 2 Ce 0 0 U O 0 C O W N U i O U O N 0 Q J U M C rn 0 N ° O i O 3 U LE1 F� a 24+5o 25+00 25+5o 26+oo 26+5o 27+00 27+50 28+oo 28+5o 29+00 29+5o 30+00 30+50 32+00 31+5o 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+oo 36+5o 37+00 37+So 38+00 38+5oCD ~ o w WATERLINE IFI PROFILE N o N Q > _ o NOTE: ALL ROADWAY EMBANKMENT MATERIAL Lu 1 ` SHALL CONSIST OF SOIL AND BE PLACED IN J SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 J Lu INCHES IN THICKNESS BEFORE COMPACTION OVER > Q J THE ENTIRE ROADBED AREA IN ACCORDANCE WITH Lu p a VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 O s H � 0- - 00 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN � AGGREGATE SIZE NO. 75 OR 26, AGGREGATE BASE MATERIAL � 0 LLJ 3 SIZE ziA OR ziB, FLOWABLE FILL, OR CRUSHED GLASS z 7 Z s CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER = 0 RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND U J BRIDGE SPECIFICATIONS, SECTION 302.03G. O 0 o 1 o ALL FILL TO BE PLACED AT D FIREHYDRANT w rr�nn V Q o 1. 95%COMPACTION. CAP ED G.V. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. O 3. MINIMUM OF i' OF VERTICAL SEPARATION FROM STORM J ° SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & O SANITARY SEWER MUST BE PROVIDED. 0 o i" DIP SEWER CROSSING L1_I 1 w w M w Z Lu z w � z SING VERTICAL GRAPHIC SCALE J LL u ° s o z.s s io zo Lu Z J o ( IN FEET ) 5 ! n V ° 1 inch = ft CD �.0 CD 0 HORIZONTAL GRAPHIC SCALE N Q so o zs sn ioo zoo w °1 a J N N ( IN FEET ) w 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50 43+00 43+50 44+00 1 inch = 50 ft. 38+oo 44+50 a u JOB NO. WATERLINE IFI PROFILE 182150 0 N ° SCALE V: 0 H: 1" = 50' ° SHEET NO. a 13 s GRADE (TYP.) PROPOSED AIR -RELEASE VALVE 380 /-EXISTING 3.5' 375 � PROPOSED iz" 45° 37O HORIZONTAL BEND s 6' PROPOSED iz" CL. 5z DI WATERLINE 1 J ROPOSEDiz"G.V. � PROPOSED iz" 45° PROPOSED 30" RCP -----"�-- ROPOSED GRADE (TYP.) 365 HORIZONTAL BEND STORM SEWER CROSSING PROPOSED FIRE HYDRANT ASSEMBLY REMOVE PLUG &TIE -INTO w/ 8"x6"TEE 10' 3�5' � EXISTING iz" DI WATERLINE MIN. y -- 36o PROPOSED 30" RCP STORM SEWER CROSSING PROPOSED z4" RCP -_- STORM SEWER CROSSING PROPOSED FIRE HYDRANT ASSEMBLY 355 w/ 8"x6" TEE PROPOSED sz" G.V. � L PROPOSED iz" CL. DI WATERLINE W � 35o 5z 2 = �cn V I , 2� ~ 345 ,W- V I , W� 34Q Z j u! 335 I� Ol ~ N tD � a rl 00 1p n � rl 1p a M 1� � L!1 N M •i rl Ol 111 W � 1p a O O 0p � l0 N '� I� 01 � O O M � a � O OD � M 01 � O O M O I� � M M N O ri � O lD CO L(1 O n r! a � W � Ol � Ol � W � I� n l0 n t0 n 111 n Ul n a n N n M rl n rl O n � N � � I� � n ^ l0 l0 � l0 l0 � S t0 � S t0 � l0 rl O � � OD In M M M M ^ M M M M M M M M M M M M ^ M M M M M M M M ^ M M ^ M M ^ M M � M M � M M � M � M � M M � M M � M � M M � M M M M M M M 360 --'- PROPOSED (4) iz" 45°VERTICAL BENDS TO ROUTE --, WATERLINE BENEATH zi" DIP SANITARY SEWER PIPE PROPOSED iz" 45° � --`�_- HORIZONTAL BEND 355 -- PROPOSED zz" 45° HORIZONTAL BEND PROPOSE 8 � w/ iz��x6�� W MIN. 350 _ - I � � � PROPOSED z z.o ri SANITARY PROPOSED iz" 450 � z.o' ' - HORIZONTAL BEND F L 31+5 Lu � 6.0' � PROPOSED i5" RCP �� STORM SEWER 375 STM-Aft VDOT STD. DI-313 (L=8') TP=371-75 INV IN=362.i8 INV OUT=362.o8 375 ROPOSED GRADE (TYP.) FILL (TYP.) 370 / 370 PROPOSED I 12" DI ROPOSED VDOT Sl WATERLINE CROSSING XISTING GRAD 365 365 / /INV. )ED VDOT STD. EW-1 IN=364.00 3o" RCP 36o I 26.96 LF Qa 6.75% 36o 3o"RCP 46.92 LF Qa 6.56% INV. OUT=359.0 355 355 O N O OJ M m m 0+00 0+50 1+00 1+50 STORM A62 A6o PROFILE 36o 355 E EXISTING GRADE (TYP 350 345 340 (FILL (TYP 335 VDOT STD. CONCRETE ENDWALL WITH 45° WING WALLS 330 INV. OUT=329. 325 1v/R 'ING 12" SANITARY SEWER CROSSING D. EW-1 (TYP.) PROPOSI EXISTING GRADE (TYP.) PROPOSED GRADE (TYP.) 355 ILL (TYP.) 355 SED 21" SANITARY I PROPOSED VDOT SEWER CROSSING 350 / 350 :D VDOT STD. EW-6 INV. IN=348.00 345 ° 9 ����s 345 I R�Q 0.55 - 30 �F �til'9o13 INV. OUT=343-0 340 1 340 o m 1p M 0+00 0+50 1+00 1+50 [STORM B71 - B70 PROFILE STM-B5i VDOT STD. DI-313 (L=6') TP=376.o8 360 INV IN=370.50 38o INV OUT=367.58 EXISTING GRADE (TYP. 355 375 ) 1 PROPOSED 12" DI WATERLINE CROSSING ED 12" DI 350 INE CROSSING 370 1.7' ROPOSED GRADE (TYP.) PROPOSED VDOT STD. EW-1 345 365 VDOT STD CONCRETE ENDWALL NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH OF 12' OR GREATER SHALL HAVE SAFETY SLABS IN ACCORDANCE WITH STANDARD SL-1 AS FOUND IN THE 2oo8 ROAD AND BRIDGE STANDARDS. STD. EW-6 NOTE: HDPE CAN BE USED AS AN ACCEPTABLE SUBSTITUTE FOR RCP FOR THE DRAINAGE PIPES. NOTES: 1. ALL FILL TO BE PLACED AT 95%COMPACTION. z. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. SEE DETAIL ON SHEET 17 FOR HDPE PIPE BEDDING INFORMATION. NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE NOTE: ALL DRAINAGE STRUCTURES WITH A DEPTH MATERIAL SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED OF 4' OR GREATER SHALL HAVE STEPS IN GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR ACCORDANCE WITH STANDARD ST-1 AS FOUND IN CRUSHER RUN AGGREGATE SIZE 25 AND 26, PER VDOT THE 2oo8 ROAD AND BRIDGE STANDARDS. ROAD AND BRIDGE SPECIFICATIONS, SECTION 302.03G. VERTICAL GRAPHIC SCALE 5 0 2.5 5 ( IN FEET ) inch = 5 fI 50 HORIZONTAL GRAPHIC SCALI IN FEET ) ins 11 = 50 ft. STM-B3z VDOT STD. DI-3B (L=1o') TP=362.94 PROPOSED GRADE (TYP.) INV OUT=358.67 365 STM-B31 38o VDOT STD. DI-313 (L=io') TP=355-75 ROPOSED GRADE (TYP.) INV IN=349.85 360 INV OUT=349J5 PROPOSED VDOT STD. EW-1 i ILL (TYP.) 375 EXISTING '12" SANITARY 55�1 SEWER CROSSING i 355 / - J NV. IN=372.50 RLP 81% 370 EXISTING GRADE (TYP.) /10 F Cy 3o" RCP z2� 16.63 LF Qa 12.03% 350 000 / PROPOSED VDOT STD. Es-1 1 365 1/ WITH 45° WING WALLS I15 RCy 4,05%% 3o" RCP 345 266�F 55.62 LF @ 10.03% 340 _ -I V.IN=338.z5 335 DUAL 5'x5' RCP BOX CULVERT 129.33 LF Qa 6.63% 330 STORM B61- B o PR FILE 325 O cl N m m m m m Ln m m o+oo 0+50 1+00 1+50 z+oo 2+50 36o 36o 355 355 --EXISTING 12" SANITARY SEWER CROSSING ROPOSED GRADE (TYP.) EXISTING GRADE (TYP.) PROPOSED 12" DI 350 WATERLINE CROSSING 3so / VDOTSIU.CONCRETE / WITH 45° WING WALLS 345 345 OT STD. CONCRETE ENDWALL / / FILL (TYP.) / WITH 450 WING WALLS 340 340 77'H NV. IN=340.00 io'W RCP BOX CULVERT 335 INV. OUT=337-42 102.o1 LF Qa 2.53% 335 W N l0 0 m s m 00 m s m m m 0+00 0+50 1+00 1+50 2+00 2+50 PEDESTRIAN TUNNEL PROFILE me INV. OUT=362.001 355 O � � m m m m m ^ M 0+00 0+50 1+00 36o 355 340 335 �9 1 NV. OUT=346.00 STORM-B3z - B310 PROFILE O '+ vl ^ l0 ^� OO N m O m 00 m � m m 00 to 0 m M m m m m m m 1+50 STORM B52 - B50 PROFILE STM-B5 VDOT STD. DI-3C (L=8') TP=348.5o 360 INV IN=342-43 INV OUT=342-33 STM-64 VDOT STD. DI-3B (L=8') TP=348.67 INV IN=342.10 355 INV OUT=342.00 STM-B3 VDOT STD. MH TP-348.42 INV IN=341.00 350 INV OUT=339 So STM-Bz VDOT STD. MH TP=343.00 / INV IN=338.50 I ENDWALL 345 INV 0UT=337.25 EXISTING GRADE (TYP.) / 0+00 o+SO 1+00 1+SO 2+00 2+SO +00 -;+SO STM-Bg VDOT STD. DI-3C (L=8') TP=353.67 00 INV IN=345.85 5o m INV OUT=345-75 _m o 36o m m m o ° a STM-B10 0 O 0 0 a mF VDOT STD. DI-3B (L=14') ^� min � 11 Z) TP=354-42 rn a Im ^ ImF b a > O> INV OUT=346.4z mF m mF- aZ� �O 0 in>F-ZZ o a>° U) Z Z -- 355 365 LA>FZZ i I PROPOSED 12" DI FILL (TYP.) WATERLINE CROSSING 350 360 PROPOSED12" DI z o EX-SAN-13 WATERLINE CROSSING z.z' STA:o+oo.00 EX. RIM=352.76 345 INV IN=347.05 FROM SAN-13A 15" RCP EX. INV IN=346.go (z1"DIP) LF 1.zo% EX. INV OUT=346.85 (21" DIP) FILL (T' / 47-47 PROPOSED GRADE (TYP. / / 1 �F 1.11% 15" RCP - - - 111.z3 40.36 LF Qa 1.61% 340 / �5 R LF 1. 1°� 15"RCP CP 340 350 I I 3. CP PROPOSED VDOT STD. Es-1 I 43 53 3 58.98 LF Qa 0.97% 15" RCP IN I. OUT=336.5o I 13.2o LF Qa 1.74% 15" RCP Ll 335 47-75 LF @a 2.09% 335 15" RCP 345 2535LF@394°� z1"DIP RCP S T R M 6 o- B 1 PROF L E 89.17 LF Qa o.50% 15" 36.57 LF Qa 2.05% 330 330 340 O .T ko ^ o .. N O. tD 'i 0 O ^ r. Ol N m m m rl CO m t0 m C6 lq 6 m O M rl d n'1 Ln M 0l N m m m m M M m M M M M M Vl M Ln m 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 o+oo of 365 36o F: PROPOSED VC STM-641 VDOT STD. DI-3B (L=1z') TP=368.z5 INV IN=363.z5 375 INV OUT=36o.4z 375 FILL (TYP.) PROPOSED GRADE (TYP.) XISTING GRADE (TYP. 370 / 370 PROPOSED 12" DI ROPOSED VDOT STD. EW-1 WATERLINE CROSSING 1 365 I 365 NV. IN=365.50 OTSTD. EW-1 1.0' z4" RCP 17.84 LF Qa 12.61% 360 36o I 24" RCP 39.64 LF Qa 1.o6% 355 NV. OUT=36o.00 I 355 350 t 350 ST /RM B z - B40 PROFILE 345 345 o It °o m o a6 m m Lic. No. 035791 4/9/21 z Oce J a k Z o U, 0 Z J y U) F- �^ > z w W ce 355 0+00 PROPOSED GRADE (TYP. 365 EX-SAN-15A 0+50 1+00 1+50 SAN-15A STA:o+66.91 RIM=357-75 INV IN=349-33 FROM SAN-15B INV OUT=347-33 TO EX-SAN-13 W ¢ N c 350 TO BE REMOVED SAN-1 B 5 & REPLACED STA:0+84.14 z 36o RIM=357.00 0M Cn Q EXISTING GRADE (TYP. INV IN=352.og FROM MONTGOMERY RIDGE INV OUT=351.00 TO SAN-15A � 345 EX-SAN-13 / cM STA:o+oo.00 / 0') Q EX. RIM=352.76 / 355 INV IN=347.o5 FROM SAN-13A 4 EX. INV IN=346.go (z1"DIP) EX. INV OUT=346.85 DIP) / ILL (TYP.) III c''') O (21" PROPOSED 34 DOGHOUSE F..I EX END EXISTING 21" DIP MANHOLE (V 1--i SANITARY SEWER MAI 350 o L u TO PROPOSED MH-15A II N U) 335 j 8" SDR-26 PVC Q 13.23 LF @a 12.62% Q = Ln 345 345 > LV ui J z1" DIP J LL 3.85 LF Qa 0.70% J Q O z1" DIP � Q 0/ 340 60.16 LF Qa o.70% 140 Lu O�// F_ LL . m rn U"- O m m J < Q J z _ � D 0+00 0+50 1+00 () O wx 365 H O Q m SAN-13B EX-SAN-17 J z Z Z � < STA:1+88.15 STA:4+17.3z ul O w RIM=358.0o EX. RIM=356.13 2 O INV IN=348.2o FROM EX-SAN-17 EX. INV IN=349.82(1z" DIP) L o INV OUT=348.00 TO SAN-13A EX. INV IN=348-93 (21" DIP) 36o W 0 w v EX. INV OUT=348.83 (z1" DIP) / n ri M m r ¢ rn + m 11 0 EXISTING GRADE (TYP.)'--,\ Z ¢ 1M O / / \ V J ��azz _ ___ / 355 I W _ _ LLI ROPOSED GRADE (TYP.) z1"DIP z1" DIP 3.2' Q go.g8 LF Qa o.33% 2z5.17 LF Qa 0.28% 350 CD CD 0N 1.5' Q o.g' PROPOSED12" DI U) J WATERLINE CROSSING 345 PROPOSED(2) 30" RCP [(X:.SAN - 7 - EX SAN - 3 PROFILE �CULVERTCROSSING w 0 w a V) JOB NO. 340 182150 SCALE N LI) N O O N O 1� \/: 1��-5� to �m to H:1=So m M M m M m m m m SHEET NO. 14 1+00 1+50 2+00 2+50 3+00 3+50 4+00 ( EEEE®miiiiiiiil�mmmm,NONE ■� ■MEOW ■IF 1■■� ■E ■■F_ ■■■■■� Q Veloc Depth Depth HGL Total Ppe Over On Up On Up On Up Hw Hw/D (as) (Ms) (cfs) (ft!s) (ft/s) (in) (in) UP (ft) (ft) 3.30 3.30 0,00 1,03 3.68 18.57 7,14 36a55 364.60 364.73 a29 6.60 6.60 0.00 1.89 4A8 20A0 10.21 360.68 364.85 365.10 0.44 9.90 9.90 0.00 2.66 5.06 21.30 12.60 360.77 365.05 365.40 0.56 13.20 13,20 0.00 3,37 5.55 22.32 14.64 360.86 365.22 365.68 0,67 16.50 16.50 0.00 4.05 5.98 23.23 16.46 360.94 365.37 365.95 0.78 19.80 19,80 0.00 4.69 6.39 24.05 18.11 361,00 365.51 366.22 0.89 23.10 23.10 0.00 5.32 6.79 24.81 19.61 361,07 365.63 366.48 0.99 2640 2640 000 5,94 7.19 2550 21 a0 361,13 365.75 36675 110 29.70 2970 0.00 6.54 7.60 26.14 22.20 361.18 365.86 367.05 1.22 33.00 33.00 0.00 7.15 8.02 2672 2344 36123 36595 36739 136 [C�Ulvert Report Hydralow &press Extension for Auto&SW AUIoCADID Qvil 30i0 by A todesk, Inc. A62 - A60 Culvert Report / I Design Year: 10 Project: Polo Grounds Road-PhaseII Job#: 182150 Prepared by: AML PE Hydalm Express Extension for Autodesk®AutoCAD® Civil 3DID by Aatodesk, Inc. Wednesday,Apr72021 / J Z j i % / B42 - B40 �/ / i - 9 Invert Elev Dn (ft) = 360.00 Calculations h! e Length (ft) = 67.48 Qmin (cfs) = 0.00 1 Slope ( ) = 9.57 Qmax (cfs) = 9.00 y �/ �Z� Invert Elev Up (ft) = 365.50 Tailwater Elev (ft) = (dc+D)/2 J/ / Rise (in) = 24.0 �� / oy��_ Shape = Circular Highlighted ����/ Span (in) = 24.0 Qtotal (cfs) = 6.00 /// / // No. Barrels = 1 Qpipe (cfs) = 6.00 / / �� n-Value = 0.012 Qovertop (cfs) = 0.00 Iz� - Culvert Type =Circular Concrete Veloc Dn (ft/s) = 2.49 Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) = 4.61 / Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 361.43 // �� HGL Up (ft) = 366.37 /� / ' Embankment Hw Elev (ft) = 366.64 INLET' STATION OUTLET WATER SURFACEEJEV L. IX QG ZW S� I -If JUNCTIONLOSS FINALINLET H WATER SURFACE ELEV. RIM ELEV V. HG Qna V¢ Q•V; V; /2g H; ANGLE Ho FL L3FIr .51-L 361.60 39.64 24 7.79 0.001 0.05 2.5 0.0 B41 6.0 1.9 11.51 0.1 0.02 0 0 0.04 NA N/A 0.09 361.69 368.33 364.85 17.84 24 6.01 0.001 0.01 1.9 0.0 B42 0.00 0 0 0.01 NA N/A 0.04 364.89 368.67 364.00 55.62 30 12.70 0.001 0.05 2.6 0.0 B51 12.0 2.4 29.32 0.1 0.03 0 0 0.06 NA N/A 0.11 364.11 376.08 372.50 16.63 30 12.00 0.001 0.01 2.4 0.0 B52 0.00 0 0 0.02 NA N/A 0.06 372.56 376.33 361.00 46.92 30 29.29 0.005 0.24 6.0 0.1 A61 28.9 5.9 170.6 0.5 0.19 0 0 0.33 NA N/A 0.57 361.57 371.75 364.18 26.96 30 28.94 0.005 0.13 5.9 0.1 A62 0.00 0 0 0.13 NA N/A 0.36 364.54 371.93 Top Elevation (ft) = 368.67 HwID (ft) = 0.57 //A To Width ft = 50.00 Flow Regime = Inlet Control 1 �o / / / // r/ p ( ) g Design Storm Year = 10 / X/ j / Crest Width (ft) = 20.00 WednesdxY, Apr 7 2021 Invert Elev Dn (ft) = 359 DO Calculations Pipe Length (ft) = 73.88 Qmin (cfs) = 0.00 Slope Elev = 364. gmax (cfs) = 33.00 I 1 Invert Elev Up (ft) = 364.00 Tailwater Elev (ft) _ (dc+D)/2 Rise (in) = 30.0 / 2 Shape = Circular Highlighted - X/ Span (in) 30.0 Qtotal cfs - 3.30 j \ \ No. Barrels = 1 Qpipe (cfs) = 3.30 n-Value = 0,012 Qovertop (cfs) = 0.00 ICulvert Type = Circular Concrete Veloc Dn (ft/s) = 1.03 Culvert Entrance = Square edge w/headwall (C) Veloo Up (ft/s) = 3.68 1 Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) = 360.55 I HGL Up (ft) = 364.60 �m g� I Embankment Hw Elev (it) = 364.73 \ 390 ITop Elevation (ft) = 371.92 HwID (ft) = 0.29 ITop Width (ft) = 40.00 Flow Regime = Inlet Control - �a I Crest Width (ft) = 20.00 / ti Aso -Aso 0 m WHO M1011 ■ //, POINT DOWNSTREAM STRUCTURE DRAIN AREA RUNOFF COEFF. CA INLET TIME RAIN FALL RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA CAPA- CITY VEL FLOW TIME REMARKS INCR ACCUM ACRES C MIN MIN C.F.S. UPPER LOWER FEET FT./FT. INCHES C.F.S. F.P.S. SEC A62 11.18 0.50 5.59 5.59 11.00 5.18 28.9 A61 364.00 362.18 26.96 0.0675 30 106.6 18.3 1.5 A61 0.09 0.80 0.07 5.66 11.02 5.17 29.3 A60 362.08 359.00 46.92 0.0656 30 105.1 18.3 2.6 B52 4.30 0.50 2.15 2.15 9.00 5.58 12.0 B51 372.50 370.50 16.63 0.1203 30 142.3 17.3 1.0 B51 0.16 0.80 0.13 2.28 9.02 5.58 12.7 B50 367.58 362.00 55.62 0.1003 30 129.9 16.8 3.3 B42 2.07 0.50 1.04 1.04 8.00 5.81 6.0 B41 365.50 363.25 17.84 0.1261 1 24 1 80.3 14.8 1.2 1341 1 1 0.36 1 0.85 1 0.31 1 1.34 1 8.02 1 5.81 1 7.8 B40 1 360.42 1 360.00 1 39.64 0.0106 1 24 1 23.3 �' , Culvert Report HyoYeflOrv&press Extension for Autodesk® AutoCAM Civil 3D9 by Aitodesk,Inc. B52 - B50 - 444' / / Invert Elev Dn {ft) = 362.D0 Calculations / Pipe Length (ft) = 72.25 Qmin (cfs) Slope (°/a) = 14.53 Qmax (cfs) \ Invert Elev Up (ft) = 372.50 Tailwater Elev (It) / Rise (in) = 30.0 Shape = Circular Highlighted Span (in) = 30.0 Qtotal (cfs) No. Barrels = 1 Qpipe (cfs) n-Value = 0.012 Qovertop (cfs) Culvert Type = Circular Concrete Veloc Dn (ft/s) / Culvert Entrance = Square edge w/headwall (C) Veloc Up (ft/s) _ ¢ // \ e Coeff. K,M,c,Y,k = 0.0098, 2, 0.0398, 0.67, 0.5 HGL Dn (ft) ®-® � - zz+oo IIII I I\\\\\\ \ \ \ \\ \ \ \ \ HGL U ft 23+00 Embankment (ft) ) ® Top Elevation (ft) = 376.33 Hw/D (ft) I I I \ Top Width (it) = 40.00 Flow Regime ® ® STM A6z/ \ \ \ Crest Width (ft) = 20.00 SRO � ®i VAR. w SotO _426f 1lR® z IVIDE TYP\48 D DRAINAGE D 451< P 5aHrRA�H -3 I \® \ / zS+OQ\\\ J�e� J/ / a/` s 'T \ \aa \ \ \ \ V A\ TMA \ \ 00 41+- c�1 7h PO� ft �\ \� SVA%qT \OO3SPFO6, ®\000^ wUTF6 aROP4SpRO_2 oC7'f \\\\\® 0 \ 3�\-4fl4 \EXISTING ioo-YEAR FLOODLAIN TYP/ 1 \ I 1 l � va ��00 N, \ I v v v v v VAoffv 0 j/�8�v \ 11 �Ii I I I I STM B52 I I a o �- A\� V®�V��� 1 3> � XISTING STREAM \ \ \ \ M_BS1 � \ AEXISTING STREA Q Veloc Depth Depth HGL Total Pipe Over On Up On Up On Up Hw Mir)ON (CS) (cfs) (ft/s) (ft/s) (in) (In) (ft) (a) (f ) 1.00 1.00 0.00 0.52 2.77 14.07 4.13 361.17 365.84 366.02 0.26 2.00 2.00 0.00 0.97 3.35 14.94 588 361.25 365.99 366.25 0,38 3.00 3.00 0.00 1.39 3.75 15.62 T25 361.30 366.10 366.24 0,37 4.00 4.00 0.00 1.77 4.08 16.21 8.41 361,35 366.20 366.38 0.44 5.00 5.00 0,00 2.14 4.36 16.72 9.44 361,39 366.29 366.51 0.51 6.00 6.00 0.00 2.49 4.61 17.19 10.39 361A3 366.37 366.64 0.57 7.00 7.00 000 2,83 4.84 1763 11.26 361.47 366.44 366.75 a63 &00 8.00 0,00 3,16 5.06 1803 12-07 361.50 366.51 366.87 0.69 9.00 9.00 0.00 3.48 526 18.42 12.84 361.54 366.57 366.99 0.74 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet v a w ar r' U 'V c 0 w6 U O N y ,� 'A N U N + O N u N w 8 c m 0 3 o m c `v_ E z m m c p o 3 m m $ d o w m $' O m 5 c % Z m `m U w d d = o �. v h w a E c w H o m ° o m w a 3 m o E c 0 2 p` rn rn w n w m 0 a U CJ O in w W N 7 O i7 0 > ¢ Ci O ai rn ran ro ai 641 36 12.0 0.36 0.85 0.306 1.22 0.00 1.22 0.0144 0.0200 2.0 0.0833 4.1650 8.72 0.76 3.5192 0.1466 0.1314 7.82 1.54 1.00 1.22 0.00 Max. allowable spread=8' B51 3B 6.0 0.18 0.80 0.128 0.51 0.00 0.51 0.0053 0.0200 2.0 0.0833 4.1650 5.84 0.83 3.5192 0.1466 0.1417 3.84 1.56 1.00 0.51 0.00 Max. allowable s read=8' P A61 36 8.0 0.09 0.80 0.072 0.29 0.00 0.29 0.0415 0.0200 2.0 0.0833 4.1650 3.20 0.99 3.5192 0.1466 0.1652 5.10 1.57 1.00 0.29 0.00 Max. allowable spread=8' - for inlets draining to stormwater management facilities, where overland flow to facilities is not available, 100a/0 capture is required at 6.Sin/hr r t INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (Intensity is 4 inthr for spread, and 6.5 in/hr for capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet ,= w c m 0 n C 0 U 0 m ..i w N fv _ G w T ¢ N w t N C 'V 0 t h w 0 0 3 •+-• x q w t u `m w c 3 m ° 3 v 10 + w M O O N 0 3 w U R C Y+ J X N 0 > N (n O' N O _E c O W U ] tS m W p� O. w > ` II 1I ;V N E c U �, N E pO .tom., a U O N ai ` O > ¢ Ci O O' ui in F w° eo N W a 0 tY B41 3B 12.0 0.36 0.85 0.306 1.99 0.00 1.99 0.0144 0.0200 2.0 0.0833 4.1650 8.06 0.67 3.5192 0.1466 0.1182 10.21 1.18 1.00 1.99 0.00 B51 3B B.0 0.16 0.80 0.128 0.83 0.00 0.83 0.0053 0.0200 2.0 0.0833 4.1650 7.01 0.74 3.5192 0.1466 0.1285 4.99 1.20 1.00 0.83 0.00 A61 13B 8.0 0.09 0.80 0.072 1 0.47 1 0.00 10.47 0.0415 1 0.0200 12.01 0.0833 1 4.1650 3.84 0.96 3.5192 10.14661 0.1608 1 6.35 1 1.26 1 1.00 1 0.47 1 0.00 for inlets draining to stormwater management facilities, where Overland flow to facilities is not available, 100% capture is required at 6.5in/hr ®®�Zx -\\ \\\\\\ / Wednesday, Ayr 7 2021 = 0.00 = 15.00 = (dc+D)/2 = 10.00 = 10.00 = 0.00 = 2.66 = 5.08 = 363.78 = 373.56 = 373.82 = 0.53 = Inlet Control NEW ME ■■3 /��■■_ ■■■ ------- rd _ta��■E■■■■■■®EMENNEN E■Ce XGL fmYfnX Q Veloc Depth Depth HGL Total pipe Over On Up On Up Dn Up Hw MID (are) (as) (cfs) (117s) (ft/s) (in) (in) (ft) at) (ft) 1.00 1.00 0.00 0,35 2.68 16.94 3,89 363,41 372.82 372s9 0.20 2.00 2.00 0.00 0.66 3.22 17.76 5,53 363,48 372.96 373.20 0.28 3.00 3.00 0.00 0.95 3.59 18.40 6.80 363.53 37307 373.37 0.35 4,00 4,00 0.00 1,22 3.89 18.94 7.88 363.58 373.16 373.51 0.40 5,00 5.00 0.00 1,49 4.14 19.42 8,85 363,62 37324 373,64 0.45 6.00 6.00 0.00 1.74 4,36 19.86 9,72 363,65 373,31 373,75 0.50 7.00 7.00 0.00 1.98 4,56 20.26 10.52 363.69 373.38 373.86 0.54 8.00 8.00 0.00 2.22 4.74 20.64 11.28 363.72 373.44 373.63 0.45 9.00 9.00 0.00 2,45 4.91 21.00 11.99 363,75 373.50 373.73 0.49 10.00 10.00 0.00 2,68 5.08 21.33 12.67 363,78 373.56 373.82 0.53 11.00 11.00 0.00 2.90 5.23 21.66 13.31 363.80 373.61 373.90 0.56 12a0 12.00 000 3,12 5.38 21.97 13.93 363.83 373.66 373.99 0.59 13.00 13.00 0.00 3,33 5.52 22.27 14.53 363,86 373.71 374,07 0.63 14.00 14M 0.00 3,54 566 22.55 15.10 363,88 373.76 374,15 0.66 15.00 15.00 0.00 3.74 5.79 22.83 15.66 363.90 373.80 374.24 0.69 \\\\ \ \ ?xDo. \ \\\\SEX\ STREA12 - \ \\\ \STM�B 2F �i _ - WF- - o R-0 ---- -- _- - 10 - a 4 -� POSF�FOG. •33x0 �'3 370 �3e_ =- - 382 580 EXISTING ioo-YEAR FLOODPLAIN (LLJ lrP �\ ®�® \SPFFa OGNO o w - - _- -(f} - _- \ �Mny O v -- U� _ 2` -- - - - - Structure Area (Acres) COY it, (mill.) A61 0.09 0.80 6.0 A62 11.18 0.50 11.0 B41 0.36 0.85 6.0 B42 2.07 0.50 8.0 B51 0.16 0.80 6.0 B52 4.30 0.50 9.0 \ - STM-1340 i 1 v SCOTT/R. CRTLLINSZ, Lic. No. 035791 .1� P` 4/9/21sv4 o�sIONA]. 10 Z O k co Z O o Z U) J a O � On z LU w UJ li CN N N > Lj J_ > W w Ur O k zU UJ I--- Ul w z LL W ItJ Ui N N� � L.L J� _ V O N C:) a Q LL I--i I --I V) Q z O 1 Q Q J _J LL Q U L) 0-6 IO C1. z < ,.0 W ILL L7 z O < 1 Q LU �J O LL V / F 0 w aOC U) JOB NO. 182150 SCALE 1 "=50' SHEET NO. 15 375 POLO GROUNDS ROAD - STA. 24+75 CROSS-SECTION 375 � 370 0 m w a w w v a w w 370 365 - 365 M m m 67 Ol 00 W 00 W tD W D 11 lD m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+00 CROSS-SECTION 375 369.65 EP O w v w 6 8 TC 00 370 3 9'9 0%SLOPE 2%SLOPE ' 370 - - - - J 365 365 36o w 36o O Cl O Vl 0 l0 lD V1 N 0 m lM co M m m o m m 0 M m m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 375 POLO GROUNDS ROAD - STA. 25+25 CROSS-SECTION 375 370.69 EP v a_ 370 371.02TC m Iwo%SLOPE v z_5%SLOPE 370 -w 365- - - - - - - - - - � 365 36o 36o M O CO 0) O N I., M 'D M ^ M l0 iD rj O C) O O 16 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+50 CROSS-SECTION 375 371. 7 37 .00 o.5%SLOPE 370 -z.5%SLOPE - 370 a (L \ 365 �/ m w w J u w \ w \� 365 -- - - - - 36o 36o ire N S ri N O 00 co 'J ✓1 Lll r4 �T ri rl r� rl 'i l0 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 25+75 CROSS-SECTION 375 o '�, 37z.goEP 37 - - - 373.23TC 1%SLOPE --- m w 4%SLOPE ----- --� 0 \ 37 365 w w 365 L!) Cl rl O N rl 00 00 M lD m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 38o POLO GROUNDS ROAD - STA. 26+oo CROSS-SECTION 38o 37416 EP O a w 375 - - - 374 49 TC m w X w J v a w x w 375 \ 370 \ - - - 370 '.o N O ip N o m o ,^ m m n M � m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 38o POLO GROUNDS ROAD - STA. 26+25 CROSS-SECTION 38o 3753o EP 375 - - - - - - - - -375 63 TC 370 v a m w w w 20/0 SLOPE J u z.5%SLOPE a w w 375 370 - C1 Ol ON N H .t n .t IN 0 00 tD 00 m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 26+So CROSS-SECTION 38o 376.4o EP �LL 375 - 37673TC - z%SLOPE - v- 4%SLOPE - W 1 375 - 370 m w w 370 Ln M 0 r. M ri n O 00 m m n m n m m t0 m k n n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 26+75 CROSS-SECTION 385 38o 377-46 EP m w w i1 380 \ 377.79 TC x \ 4%SLOPE 4.5%SLOPE w 375 ------------ ---- ---- - -� 375 370 370 rl lD �T N 0) O Vl rl 00 n n N n n n -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 27+00 CROSS-SECTION 385 38o \ 378.24 EP u a a O m w w x v a w 38o \ 378.57 TC w X 5%SLOPE ---- --- 3.5%SLOPE -- ------- 375 --- 375 370 370 00 01 �t m co ei 00 M N m m r m C6 m m 0^.� 00 m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 27+25 CROSS-SECTION 385 378.7g EP 38o O w w m x w u a w 38o 379.1z TC w - -tvrt5.5 LOPE 375 375 370 370 rl rl O 001 rl N n ^ 3 00 l!1 co M 00 M co M co 06 m m mpJ00 m M m m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 27+50 CROSS-SECTION 385 379.21 Em Ju a ww379.54 TC o 38oj80 --- ------- ------- 375 \ 375 \ 370 \ 370 M Ol rl N lD H 00 N rl M m 0o m 00 mm 00 mm 6 6 m 06 m 06 m M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 27+75 CROSS-SECTION 385 Ew 379 z6 Ej80 CL 379.26 EMO�L� w 380 \\�- o ----- 375 ---------- ---- ��\ 375 370 370 rl .t N m r` 0 N 00 N Ln Ol 00 C1 00 Q1 O1 06 00 m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 385 POLO GROUNDS ROAD - STA. 28+oo CROSS-SECTION 385 v a_ \\ 379.16 EP m w a X v w 380 37 .49 TC w x 38o \ _ a w 0% SLOPE 375 ---- ---- ----- ---- ��\\ 375 370 \ \ 370 ry rl) m n 0 H o CC) ry 00 0 0 m m M 6 co m m a) m m a)06 m m 06 M n m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 28+25 CROSS-SECTION 385 w 371-75 EP m "� X v w 80 j80 379.o8 TC LOPE u w 3 -- - - - - ---- 375 \ \ 375 370 \ 370 N 1� rl "0 rl m l0 ^ lD rl N m m 00 m 05 rrn C6 00 i 6 00 CO 00 m m 00 r^n m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 28+50 CROSS-SECTION 385 38o \ \ 378.27 EP m w W u X 380 \ \ 378.6o TC 0.5 0 E 4.5 PE ----------- 375 - - - 375 370 370 ri r o CO O ri . coo M m m m 00 00 m 00 mm 06 00 mm 06 00 mco 06 m m � m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 o+zo 385 POLO GROUNDS ROAD - STA. 28+75 CROSS-SECTION 385 38o \ 377-73 EP p w J_ v w 38o \ 378.o6 TC m x x 1_5%SLOPE _ -5%SLO E 375 - - - 375 \ 370 370 I� O W O rNj C9 n 01 lDD M N m 06 F 00 C6 F^ F F -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 2g+oo CROSS-SECTION 385 j8o 37733 EP O w wv a w 380 377.66 TC m x x z%SLOPE - - 3_5%SL PE - 375 - - 375 \ 370 370 00 O 0 O 't N ^ N m l0 00 m m F m m ^ Im m Im m F m rn m r -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 29+25 CROSS-SECTION 385 38o 37694 EP p w w v w 380 377-z7 TC m 3%SLOE w - - - 2.5%SLOPE -- 375 ---- ---- ---- ---- -- - 375 \ \ 370 370 lD 00 co N L^ lD m M 00 M H Ol 00 m m �^,� m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 40 0+10 0+20 SCOTT/R. CBLLINS'Z Lic. No. 0357911a �0A 4/9/21�4 tisrONAL EEO` z O J a u w Z ca 0 Ln O Z J o u u H_ ^� w Z w `H7 W wm z L9 Q r` J z M co M N - M O F1 0) Lu z W N < o W > a-u W W z J \ / < V V) LLI O L9V O M p z O z:) U O 0� °C Ln W Y (D 0 H 0 D O O U) v ZW W M o J U) t J � w LLJ W 0 O Q b J H ~ w w w ILn JOB NO. 182150 SCALE 1"=10� SHEET NO. 18 38o POLO GROUNDS ROAD - STA. 33+00 CROSS-SECTION 380 38o POLO GROUNDS ROAD - STA. 29+50 CROSS-SECTION 38o 1176.66 EP 3%SLOPE 30/0SLOPE 375 - ---- ---- ---- ---- 375 -- a tT- a 370 w u w 370 m iF. N N F � N o of m rl m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 29+75 CROSS-SECTION 38o 376.3o EP 306.63TC 375 - -- -- 3%SLOPE 3%SL --- -- PE ---- 375 370 u °m w w w u w w 370 M Ip ^ OF f ^tD M M M M M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 30+00 CROSS-SECTION 38o 375.98 - - - 37 375 --- - EP 6.32TC - 4%SLOPE 1%SL --- - PE ---- 375 a 370 Oo m w w w J w W \ 370 m 0 'i of p Vl V1 M M m M m M m M kD m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 30+25 CROSS-SECTION 38o 3 5.71 EP 37 .04TC 4%SLOPE OPE 375 - - - - - - - -i%S - - 375 - u w w \ 370 m d w w J u W 370 I� l0 V1 N l0 N 'i Cn N .t Vl M M M M M M Ln M M M m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 30+50 CROSS-SECTION 385 38o u a w -- _ 3 .63EP m W v w 38o w ` ` - - 37 .96TC y%SLOPE PE 375 - --1.5%SL - - 375 370 370 l0 01 0 O n ^ 0 m ^ •.I d I� 0 M 00 M '6 M M �'6It M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 30+75 CROSS-SECTION 385 380 �\ \ a wJill 38o \ u a w x w - - - - - - 3 .91TC 4%SLOPE 1.5% LOPE 375 -- -- - - - - -- - 375 370 370 N rn N viID . m o o ID N m ^ m M m M m M m M m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+00 CROSS-SECTION 385 380 u w 380 u a w 3 .47EP m w w w 375 �� 37.8oTC -4%SLOE -1.5%SLOPE - -- 375 370 370 O O O 00 O H O XI O N Ol 00 m 0^ m l^ m ^ l^ m m ^ l^ m m ^ l^ m m l^ m ^ m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+25 CROSS-SECTION 385 38o 0- 0 w 38o � �... 3 � S.16 EP Om w w w 375 37 5.49TC 4ry LOPE 3%SLOE - - 375 370 370 OM �Mt ry NM 0l OM N O 0 lnm m nr ixI m rl nrl m m n M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 31+50 CROSS-SECTION 385 38o W 38o 37 a J .75 EP m w w u w 375 \ \ _ .o8TC y% - -3%SL PE- - - - 375 370 - - - -37 - - - 370 co H do co M M M s m M m M m M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 380 POLO GROUNDS ROAD - STA. 31+75 CROSS-SECTION 38o u a a J 37 .16 EP O w w u w 375 m x �X 37 .49TC 4%SL PL 5%S OPE W 375 370 370 1� rl rl N N l0 O N n H O M M M m M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+0o CROSS-SECTION 38o 37 375 ... \. 37 u a .33 EP m w .66TC w v w S` w .0%S OPE W 375 NOTE: E 370 SHALL ISTING ROAD SH BE REPAIRED TO A 37 0 %MA . CROSS SLOPE ITH MILL & OVERLAY m M O I� F Ol W00 N M M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+25 CROSS-SECTION 38o 375 37 .51 EP m w x u w 375 6.5% - LOPE 4 ---w 370 - - -------------- 370 NOTE: EXISTING ROAD SHALL 3E REPAIRED TOAJ 4%MAX. C OSS SLOPE WITII MILL & OVERLAY 365 365 a Co o w m m o� m m a N M M M N m M N m M N m M N m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+50 CROSS-SECTION 380 375 '471-7oEP u a O w a u w a w 375 37 .o3TC w 7ryo5 PE 2%SL PE w 370 \ �- - - _ -- -- -- -- _\ 370 NOTE: EXISTING ROAD SHALL BE 1EPAIRED TO A 365 4% MAX. CRO S SLOPE WITH M LL & OVERLAY 365 00 N O. co •i N Ol CO Vl Trlmlrmq- N M M M m M m M m M M -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 32+75 CROSS-SECTION 38o 375 u a a a 375 \ \ .1gTC m x w 6%S w OPE o%SL PE w 370 - - - - -37 - - 370 OTE: EXISTING FOAD SHALL BE R PAIRED TO A 365 4%MAX. CROS SLOPE WITH MIL L & OVERLAY 365 m m It rl 0) O. M m Qa1 M M V1 w M M M M M m M m M M ^m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 375 37 .11 EP m w w w \ 370 _ 37 44 TC x w7%SLOPE o%SLO E w - ° - 370 - ---- NOTE: EXISTING ROAD - SHALL BE REP - AlRED TO A - \ 365 4%MAX. CROSS LOPE WITH MILL OVERLAY 365 N � C) l^ 01 M M M 01 M M M M O -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+25 CROSS-SECTION 375 370 36 36 NOTE: EXISTING ROADSHALL .39 EP u 0 o .5 E aw w 370 365 BE REPAI ED TO A 365 y MAX. CROSS SLOPE WITH MILL& VERLAY S Ol O O 00 N CO 00 O �O M M M O M O O M Ol M M M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+50 CROSS-SECTION 375 36 370 36 NOTE: XISTING ROADS N 365 .76 EP .ogTC O m w w w pE u i%SLOPE x 370 ALL BE REPAIRE TO A \ 365 4%M X. CROSS SLOPE WITH MILL &OVERLAY 111 ci . ro^ 1� N . 00 N N H M M M M M M M M M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 33+75 CROSS-SECTION 375 \ 36 ,34 EP w w u a w 37 o \ 36 CuOo .67 TC x w o X 37p 365 NOTE: EXISTING ROAD 365 SHALL BE REPAIRED TO A CROSS';LOPE 360 WITH MILL & OV RLAY 36o o �o a� N N s eo m m N M M M M M M M l0 M l0 M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+00 CROSS-SECTION 375 _ J a 370 36 .92. EP m x w 370 .5Tu_ c.596 SEEP ---- ---� --- 365 \`- J -- 365 ;E NOTE: EXISTING ROAD SHALL BE REPAIRED TO A 36o y MAX. CROSS SLOPE WITH MILL& VERLAY 36o Co Ip rn o m IXI o a s It m ^m ^m `D � 06 `,0 � `,0 00 � `m M M m M M M m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+25 CROSS-SECTION 375 � J a u a a u w 370 36 .64 EP m w X w 370 --- ---- g.5%_SLO PE sEep- 365 �\-_ -_- ---- �_�\ 365 NOT : EXISTING ROAD SHALL BE REPAII ZED TO A \ 36o 4 MAX. CROSS SLOPE WITH MILL& VERLAY T 360 n N m0 N N .i N .i N kD 10� w kD co � w M M M m M m M m M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 34+50 CROSS-SECTION 375 \ � u a J a u w d w 370 �\ 3 735EP m w x w 370 - -3 x - - - -- 8.5%SLOPE o%SLOPE - 365 --- ��\\ 365 NOT-: EXISTING ROAD SHALL BE REPAI ED TO A \ 36o y MAX. CROSS SL PE WITH MILL& VERLAY \ 360 o a N N a) 0o M co m m � n W ID W 'D I.0 to i0 to l0 M M M m M m M m M m M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. 0+10 0+20 40 Lic. No. 035791 4/9/21 Z OIm J a k Z Lu 0 C) Z J o F- tn r > z w `NJ I W Ce w r4 N Q T o � I'I Q ti J M Q N Q 16 CEOLE � LL � W N Vl) 0 Z J V1 J_ Q > Q V7 0 O H O (n u J Q Q _ D O U p a� lc� V7 (D 0 Lu O z D O O C0 Ila- V W W M O J C0 0 J � w Lu L L D J C) w 0 N Q J �J ~ 0 O w wi 2 a Ln JOB NO. 182150 SCALE 1= 10� SHEET NO. 19 370 POLO GROUNDS ROAD - STA. 37+75 CROSS-SECTION 370 375 POLO GROUNDS ROAD - STA. 34+75 CROSS-SECTION 375 J D a w V w 370 367.07 EP m w x w 37D 367.4oTC 7,5%SLOPE 1%oSLOPE 365 -------------- -_,\ 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 360 m m mm mm mm mm m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+00 CROSS-SECTION 375 370 E6i5T a x368z o_ w x 370 4%SLOPE i.5%° _SLOPE . \ 365 -------- r �- 365 36o \ \ 36o N Ol n m Vl N M O1 m .t S m m mm mm mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+25 CROSS-SECTION 375 370 o w D_ J w a X 370 366.42 EP m 3 SLOPE z75. %SLOP _ 365 365 � NOT EXISTING RDA SHALL BE REPAI ED TO A \ 360 4 MAX. CROSS SLOPE WITH MILL & VERLAY \ \ 36o L n W O Ln of T N 00 mm mm u; mm 6 mm m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+So CROSS-SECTION 375 370 V a w u w 370 \ 365 95 EP 0 W w w 365 - 366.28TC J 5%SLOPE-1_5%SL PE - - 365 NOTE: EXISTING ROAD SHALL BE REPAIRED TO A \ \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ \ 36o rl lD N 0 ri m n f l0 ri 6 6 6 m m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 35+75 CROSS-SECTION 375 370 o J v a _ u w 370 _ 365.41 EP m w x w 365 - - _ 365J4 TC 4.5o SLOPE o.5°h SL ✓ PE 365 \ NOTE: EXISTING ROAD SHALL BE REPAI RED TO A \ \ 36o 4%MAX. CROSS SLOPE WITH MILL & OVERLAY \ 36o \ N In N N In a) a) O 00 m m m m m m L00 i) m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 36+oo CROSS-SECTION 375 370 a J u w v 365.og EP 0 w w a 370 w 365 365.42TC z%SLOPE i% SLOF ------------ E 365 \ 36o 36o n •i I� N m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET 1 inch - 10 IT. 375 POLO GROUNDS ROAD - STA. 36+25 CROSS-SECTION 375 370 370 V 364.5o EP m 0 0 \ 365 364.83 TC 36o \ 36o \ 355 355 n �o 't n m O It m m m mm t mm t mm D m m m w W u w w w z%SLOPE z%SL PE 365 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 375 POLO GROUNDS ROAD - STA. 36+5o CROSS-SECTION 375 370 370 a_ w u w � � 363.78 EP m w X x 365 - 364.11TC w ° ° W 365 36o \ 36o 355 \ 355 00 01 N H n In rl 0 rl !1 1 m m M m m t m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 36+75 CROSS-SECTION 370 � a_ � V a w J V a w 365 363.03 EP m w w w 365 36336 TC `- ----- 35=- ?LUra---- - 36o \ ' 36o \ 355 355 00 .t O N lq N e0i m m v m mm m mm M mm m m m m m ri m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+00 CROSS-SECTION 370 365 ° w a ua v w 365 36z.37 EP w w \ 36z.7oTC 3%SLOPE z.5%SLOPE 36o \ 355 \ 355 O 1p N ^ lD 00 O I� r\ N M m mm mm mm N m N m O m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+2S CROSS-SECTION 370 6 w 3 5 a w J a u w 365 361.82 EP m x x 2.S%SLOPE 3%SLO E \ 362.i5TC 36o -- --- ----- -� 36o \ 355 \ \ 355 m N N n N o a co m m � m 'D � m ID 'D i0 m � m vO1i m 1,� m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 37+50 CROSS-SECTION 370 365 V o a u w a w 365 361.ig 361. EP m 2TC w 3.5%SLOPE w 360 - -3%SLO - 36o \ 355 \ 355 \ 00 a00 ao� m m m m D m m D m m rq m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 o_ o w 365 36o.4z EP 0 w w J.5% 360 - - - 360.75TC -SLOPE - -z%SLOP - 36o 355 \ 355 ao o 0 �o 00 m m m oo m m m m o � Z � � 6 m m 6 m � m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+oo CROSS-SECTION 365 359-79 EP 0 "' 36o 36o.1z TC� \ ° 1.5/oSLOPE u o.5°65L0 E 360 355 w w \ 355 I� LD rl f^rl rl N l0 N N Vl l0 l0 lDD 0 lDD 0 V�i w W l�n m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+25 CROSS-SECTION 365 36D \ 358-74 EP m w w 359-07 TC 4.5%SLOPE NOTE: EXISTING ROAD SHALL BE REPAIRED TO A o%SLOPIE w w 36o \ 355 4%MAX. CROSS SLOPE WITH MILL & OVERLAY 355 �n m O N . m m ri m 0) 6 m of 00 ao of Ln m of Ln L 00 m m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+50 CROSS-SECTION 365 V o 36o 35794 EP m w a_ ' w a w x w 36o 358.z7TC E °- 355 \ 355 NOTE: EXISTING ROAD SHALL BE REPAIREDTO A 4%MAX. CROSS SLOPE WITH MILL& OVERLAY 350 350 �n m a o 0) O 0) '0 0) rl o N m 00 m 00 m 00 m 00 m 00 in m 00 m 00 m m m 1,.1 m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 38+75 CROSS-SECTION 365 v o_ 3 6o w x x 36o 357.03 EP m \ 357.36TC o.5°hSLO w E 4%SLOPE - 355 - - - - 355 350 350 N o m ,^n ran O N m m m vi m v�i m M ^ v�i m M ^ v�i m m v�i m M v�i m v1 m oPOLO 6 35 GROUNDS ROAD- STA. 39 +00 CROSS-SECTION 6 35 a 36o v a w J u a w 36o 356.21EP m w x 356.54TC 3.5%SLOPE \��--- o.5%SLO E 355 -- -- --- ---- - ------ 355 350 350 o m co v H 0D 00 m a m m m m m m m m ko M m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 39+25 CROSS-SECTION 36o 355 355.30 EP V a_ 35563TC 10 3%SLOPE J V o.5%SLO E - -- -- 355 d w a W 350 w w 350 00 O 0 O W Ol 0) H m 00 01 O m mm mm mm mm m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 SCOTT/R. CBLLINS'Z Lic. No. 035791,a �0� 4/9/21�r tisrONAL EEG` z O J Vl u Z w ca 0 0) O z J 0 � z > z w I`�7I W wm z L9 < r` z M 0 N - M O i 1--I I`1 0) Lu z W N < o W a-u Ld L] z _j i Q 0�/ �_j LL L9 O V _ Q QOf z O = U O � oC WI Y ( O D O O U) ZW W M O J I U) t J � w LLJ � ZD J w 0 o Q (f W u J H- 0 w W a � JOB NO. 182150 SCALE 111=10� SHEET NO. 20 36o POLO GROUNDS ROAD - STA. 41+00 CROSS-SECTION 36o 36o POLO GROUNDS ROAD - STA. 39+50 CROSS-SECTION 36o 355 350 354.0 EP 35444TC m u' x 3.5ryoSLOPE u x o.5%SLO E w 355 ------------------- 350 o m 00 k o .. m m a Ln Ln Ln Ln Ln Ln Ln m m m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 39+75 CROSS-SECTION 36o V 355 _ -- _ -_ 3s2 e3 EP m \ LL w W V w ° W 355 4lb SLOPE — — — — — — — — _ _ 350 — _ 350 I� m S ri M V1 00 CO N r\ COLn V1 Vl M V) M a m M Ln M N m M m M Vm1 m M Lml1 M m M m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+00 CROSS-SECTION 36o a J 355 3s .79 EP o w �yJ 355 — — — — — — — — — 4%SLOPE — 2%SLOPE — — — — — --- 350 — —` 350 345 345 m lD N .� n OCq N Val M M m Ln m M Vl VM1 Vt V1 M m M M Vl V1 M M V1 M v) M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+25 CROSS-SECTION 355 349-12 EP u a a a m w w u w 355 350 349-45TC w2%SLOPE 2-5% SLOPE w 350 345 345 -- — — ---' 340 \ 340 335 335 330 --33o N 00 00 N Vl O m a N O) a a M lD a a M 0) N O l0 a t O V1 N V1 O M S N C6 N 'i N d N N N a N 0) lD .t rj O M M M M M M M M M M M M M M M M M M M M M M M M -0+90 -0+80 -0+70 -o+6o -0+5o -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 36o POLO GROUNDS ROAD - STA. 41+25 CROSS-SECTION 36o 355 348.5 u O0- a a x 355 350 8g TC00 2./ w 3508. 345 345 — — — 340 _ _ _ 340 335 335 OMal O m Ma 0ls0 00 OCs) ca 0) Ma W y O 00 Oa N Ms O 00 O D ID W^ W (Nasy M a M ls a M a ` S M a M a 06 0 It 00 6 a m a a a a Oci a M M M M M M M M M M M M M M M M M s M M s M M M M s M M M M s M M s M M M M M M ryl -1+20 -1+10 -1+00 -0+90 -o+8o -0+70 -o+60 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 36o POLO GROUNDS ROAD - STA. CROSS-SECTION 360 41+50 355 3 4 00 a J a 355511 x w 3---�OPE hSLOPE 350 350 ------ -- 345 i 345 i 340 340 V1 W n CO M N 0) Ln m rl N Ln •i N 01 mO Q7 M M M M M M m m M m m M mm m M m -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 40+50 CROSS-SECTION 0+20 0+30 0+40 0+50 Ems 355 a J a u 348-35 EP m "� w w 355 350 348.TC 350 345 — 345 340 ----- --_ 340 335 1 335 O b Ol H 00 00 Il n Ol Vl a .i a Vl ei M 00 O Vl M N O O Ln kD 00 kD I� Q7 01 00 00 M 0) M M H 00 k N kD 01 M a N M a a V M a 6 M a N M a a a '4 a a W a a W V a o6 00 a O. 00 a 00 a a ^ m a 00 N a C6 N a W H a W O a W M s m M s m M ,n M M ,n m M ,n m M s m M s m M s m m s m m m m s m M n m M m M n m M m m M m m -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 36o POLO GROUNDS ROAD - STA. 41+75 CROSS-SECTION 355 w � w 355 V o- 350.46 EP 10m w w w 350.79TC 2.5%SLOPE 2%SLOPE 350 --- ------ _ 350 345 345 - - - - --------- --- - - - - - 340 340 a CO Oa Ol lD O N O 0 t0 00 ei Ln -i W rl O n 00 Vl OM N a M a s a s aan m a ly av O an O a C s a s M M M M M M M M M m M M M m m m M M M M m -0+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 36o POLO GROUNDS ROAD - STA. 40+75 CROSS-SECTION 0+50 o+6o 0+70 36o 355 355 348.23 EP mu a W a w w v 0- w w 350 8. 6TC o 2%SLOPE 350 345 — 345 340 ------ 34 O N co aO D 'Ol 0l H aM D Ol N m m Ol O MOl Vsl 1� O N cl NNN V a a �a a d O lD as 00 as 00 a J 00 a a t^ N aa r;M N00 a M s M M M M M M M M M M M M M M M M s M M M M s M M s M M M M s M M s M -0+90 -o+8o -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 36o 355 POLO GROUNDS ROAD - STA. 42+0o CROSS-SECTION 355 355 349.92 E O w m o w J u a w 350 35025T w2%SLOPE 2.5%SLOP w 350 345 r / 345 --- — — — — 340 — — — — — — — — — — — — — — —�\ �— --------- — ` / 335 335 rn N Cn I". CD 'i N a n Op .i 01 a a b I� O CO V1 O m ~ a O 00 a rl N a W rl a k M M W O a N O 00 kD m a N M a N a O O a O s a H s a rl O a H O a 01 O a O O v O V 0 00 a a0 a N s a~ N a N 06 a 0p m a m m m m M m m Ln `n m m M m M m m m m m m `n M m M m m m m m m m m m m m M m M m m M m -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+20 0+20 0+30 0+40 0+50 o+6o 0+5o o+6o 355 348.48 EP O w x u w 350 --- -- -- — ---- ---- 348.81TC 00 _ w w 350 _ 345--- ---------- —� 345 ----------' 340 340 o M flN.l CO. w a 00 N m N o a 0 �D a w in 00 N o ry 00 a a O w a N w a w 1 a N w a 6 w a W w w m a m 00 a Ol 0 a 0l a OD a M M M M „t M M „t M M M M ,n M M Ita M M s M M s M M M M M M -1+00 -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET 1 inch - 10 fL 0+10 0+20 Lic. No. 035791 4/9/21 Z O J a k Z Lu 0 C) Z J O y � F- U)^ > z w F�1 W Ce W r4 N Q T C) � Q ti J M Q N Q 16 r� O LE � W N U) 2D, J l!1 J_ Q > Q V) 0 O H O (n U J Q Q _ ::D O U p a� 0� V1 (D 0 Lu O z D 0 C0 LL W W M O J J � w Lu o W 0 N Q J r ~ 0 O W wi CL � JOB NO. 182150 SCALE 1= 10� SHEET NO. 21 355 POLO GROUNDS ROAD - STA. 42+25 CROSS-SECTION 355 36o POLO GROUNDS ROAD - STA. 44+00 CROSS-SECTION 36o lu 348.82 EP O _ 349-15TC m o- w a w wz%SLOPE J u o. %SLO 5 E a w w 350 -� 345 �---------- ---- ---------- �' 345 O p0 l0 N S 1� N M �O •i 00 Ol M M 00 O 0 1� N In In S ei Ol 00 l0 l0 kD It m Ol d Ol d m t M m M m M m M m M m M m M m M M M m M m M M M -1+00 -0+90 -o+8o -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 POLO GROUNDS ROAD - STA. 42+50 CROSS-SECTION 355 355 50- 345 34939 EP m 349-72TC wz°hSLOP o.5%SLOP w 350 345 N m .. m 00 0 n m O N Lnn m m am m m m m Lnn m r�+i m m m m -0+70 -o+6o -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 42+75 CROSS-SECTION 36o 355 a 350.43 EP Om "' o x w 0 355 - - - x w 350 _ 350.76 TC ------- ---- -_- 1°'°SLOPE - o% SLOPE 350 345 345 m 01 O Ln . l0 LnLn l0 vl M M M m M m M m m M m m m m m M -0+70 -0+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+00 CROSS-SECTION 36o 355 351.66 EP o w d w J d w 355 351.33 TC m w w -------------� o%SLOPE 1.5°hsLO E- 350 - _ 350 345 345 M m .t 00. N MN fm 'i fm M N '1 m m r m m r m m r m Ln m r m m m Ln m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+25 CROSS-SECTION 36o 355 351.77 EP a w w- w 355 352.io TC m x X- - - - -w SLOPE - ---- %350 2.5%SLOPE -- - -- --- 350 I� N N r\ N r\ ri O m M lmll M lmll M N Vl m M N m M A V1 m m ~ l!1 m M V1 m Vl m -O+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+So CROSS-SECTION Em• 352.10 EP 355 W - - - - - - - _ - - - J a z a X J a X 355 1%SLOPE 2%SLOPE 350 BROOKHILL ENTRANCE SIDEWALK 350 O O l0 Ln M rl 00) n �y M N O .t O N N L N N N M m m M m M m m m m m m m m M m -0+70 -o+6o -0+50 -0+40 -0+30 -o+zo -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 43+75 CROSS-SECTION 35333EP p w J a w> w w v a w 355 353.66 TC m Q Z w oFa w 355 -- - BROOKHILLENTRANCE - - - - - - - - 350 350 N Ol CO h M ei CO 1. rl cot Ln lD VI r\ m m m m m m m m m m m M m M m m M 0+10 0+20 -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+25 CROSS-SECTION 36o 365 POLO GROUNDS ROAD - STA. 45+75 CROSS-SECTION 365 a 354.05 EP w a w J v a w �uo 354-38TC m 355 x w x w 355 o. %SLOPE i. %SLOPE 350 350 l0 Ql l!1 0 Ol 0 n eNi N O O ll1 m .t m �t m m f m m + 't m M + m m m m -o+so -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o POLO GROUNDS ROAD - STA. 44+50 CROSS-SECTION 36o w a J a 354.41 EP O w w v w 354.74 TC CO 355 _ _ _ - - - - - - _ 1-5°� SLOPE 2.5°io SLOPE - w - 355 350 � 350 00 m n m o m a Ln m m m M m m m m M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 44+75 CROSS-SECTION 365 36o a 0 36o 354.83 EP O a w 35516TC m355 J.,_ .5%SLOPE i.5%SLOPE - 355 350 350 m l0 M ^ N 0 M N l!1 l!t m Lnl!1 m m M l%1 m m Ln m l!1 M m m Ln M m a 358.47 EP v0 w w 360 358.8oTC m w 355------- J v a w w 36o \' 355 lD lD O .t ymj I� 00 00 O V�1 M l�l1 M V1 M Ln l M M 00 CO m M CO M CO M CO M SCOTT/R. CBLLINS'Z Lic. No. 035791,a 4/9/21�r tisrONAL EEOwo z O L) J Vl Z w O 0 z [) Ln J Q u L j z -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 H 365 POLO GROUNDS ROAD - STA. 46+oo CROSS-SECTION 365 W 35931 EP v a a wm o w w w 3596y TC m 360 - - - - - - ` - 2.5%SLOPE o.5%SLOPE w - 36o 355 355 (1 O N L!1 V1 L00l1 co1 Ln l0 lI"1 m m m M m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 370 POLO GROUNDS ROAD - STA. 46+25 CROSS-SECTION 370 365 a a 365 36o.34 EP lu0 I u ro- 36o.67 TC m ix w 36o F-------3%SLOPE - - -- E-- 360 355 355 O m O CO r\ O N m N m 0) m O m 6 O m m A m rl m O m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 45+00 CROSS-SECTION 365 370 360 0 w w 36o 3553o EP O 355.63 TC m w w w 355 3%SLOPE o.5%SLOPE 355 - - - _ / - - - - - - - - - - / ------ � 350 350 O kD O W O �O N N m .-I O O M l!1 M M ll1 M N Ln 111 M N Ln m V1 Vl M l6 Vl m t0 u' M 111 lf1 M M M m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 365 POLO GROUNDS ROAD - STA. 45+25 CROSS-SECTION 365 3 60 356.26 EP a p w w J v a w 360 356-59 TC m w w 2%SLOPE o.5%SLOPE 355 -`----- -- 355 350 350 .i 01 N n 00 r\ S l0 00 m m vi M vi m Ln ° m M M v m M v m �° M m M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 36o 365 POLO GROUNDS ROAD - STA. 45+50 CROSS-SECTION 365 J w> w w v a w 355 " a Z oFa w w 355 ---- -------- o.5 z LOPE -" BROOKHILL ENTRANCE - - - - 350 350 l0 't N M W N m 0 W t v1 o O CD 0) N S m t M m M N N N N N N N n1 N N M M M M M M M M m M M M M M M M M -0+70 -o+6o -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 d 3 6o 35731 EP O w w x J v d w 360 357-64 TC m ux, o.5%SLOPE 1.5%° _SLOPE - - - - - - - 355 - - - - - - - - 355 - - - - -- -- 350 350 o � a m m m M m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 POLO GROUNDS ROAD - STA. 46+50 CROSS-SECTION 370 365 361.55 EP o w o - w J " W 365 3.5%SLOPE 1°65LOP w 360 --------- ---- -- ----_ 36o N V1 N �t L!) H O rl Ln (n 4 H m N m N O N m m m m M M M M M 370 -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 POLO GROUNDS ROAD - STA. 46+75 CROSS-SECTION 370 6 _ 362.86 EP VO w a 365 _ 363.1g rC m w - SLOPEWin, 3'S�_ J_ v w x 36 5 360 � --- --- -- 360 o N vi r_ m l0 m t; m IN m N l0 m m l0 m lr. M b m -0+50 -0+40 -0+30 -o+zo -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+00 CROSS-SECTION 375 370 - - , 370 364.14EP UO w a v w 365 \ \ 364.47TC m w 3.5%SLOPE 0.5%SL PE w 365 36o 36o �o m �0 00 m vi m m m m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 IN FEET ) 1 inch = 10 ft. 0+10 0+20 40 w N z L9 < z M � M N - M O F1 z Ww N < O W a-u Ld u zJ i Q V V LLI O �_jV L9 O _ Q Q z O = � U O � I � W Y ( H 0 D O O (n ZW W M O J (n � 0 J � w J ww OLLJ b J H ~ W_ O W W o � JOB NO. 182150 SCALE 1= 10� SHEET NO. 22 385 POLO GROUNDS ROAD - STA. 48+75 CROSS-SECTION 385 375 POLO GROUNDS ROAD - STA. 47+25 CROSS-SECTION 375 370 \ \ a d 370 — \ O w \ \ 365.76 TC m s \ w3%SLOPE -- w PE —x — — — 365365 36o 36o O Ql Cq n W 0) .i O m m M M m M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 375 POLO GROUNDS ROAD - STA. 47+50 CROSS-SECTION 375 370 \ \ \ 366.5o EP v0 w o- J_ O w 370 \ 311 83 TC w 3,5yoSLOPE 0.5% SLOPE X w 365 _— ---- ---- — -- 365 36o 36o L!) O 01 lD ry n O N m n n ID lD 1p l�0 m M m M m M m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o POLO GROUNDS ROAD - STA. 47+75 CROSS-SECTION 38o 375 375 \ \ o 10 37 O \\ 36 7'7 EP O w u a w 37 O 368.o TC m x �\\lu Lj 2.5%SLOPE 2 365 _ --- -- 365 N L!1 1� rl W N M O OM It m 0 m M rl 00 w co lM 00 lm M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+oo CROSS-SECTION 385 38o 38o \ \ 375 \ \ 375 \ V \ � 368.87 EP O w a 370 \ 36g.2oTC m o x 2%SLOPE w 370 \ PE � — — — — 365 365 01 tp rl m 0l N .t O O 00 t0 N m t0 00 kD 0) �0 01 �0 01 l0 M M M m M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+25 CROSS-SECTION 385 38o 380 v 375 \ 370.og EP p J w 375 370.42 TC m 370 2% SLOPE 2% SLOPE w 370 \ � a 365 w 365 M M M M �0 M M M M M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 385 POLO GROUNDS ROAD - STA. 48+5o CROSS-SECTION 385 38o \ \ \ 380 \ \ a 375 \ \ \ 1.09 EP o \ 371.42 TC m w a 375 w w 1.5%SLOPE 1.5%SLOPE 370 \ \ — — — — — — — — 370 l!1 rl O 0 00 M 0 M M 0 M M m M r M n M -0+50 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 38o \ 38o \ 375 w 375 \� w 1.5% SLOPE i.5%SLOPE 370 ----- --- ---- --- 370 .t 00 O 00 °m l0 N N N N N m m m m m m -0+50 -0+40 -0+30 -0+20 -0+10 0+00 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 IT, 0+10 0+20 SCOTT/R. CBLLINS'Z Lic. No. 0357911a �0A 4/9/21�4 tisrONAL EEO` z O J Vl u w Z ca 0 1n O Z J O Q u V) ^� w Z w FBI W wm L9z r r` J z M M N — M O z Ww N < O W > a-u W W zLf) i Q In LLI O �_jV L9 O _ Q Q z O U O 0� Lr) W°C Y (D C) H 0 D O O U) v Z W W M o J U) t J � w LLJ LJ.J 0 O Q � w u J H w O w w o_ Ln JOB NO. 182150 SCALE 111 = 101 SHEET NO. 23