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HomeMy WebLinkAboutSUB200600113 Plan - As-built Road Plan and Comps. 2010-02-01UPN T m GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WI THIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48, HOURS IN ADVANCE OF THE START OF CONSTRUC770N. 2. UPON COMPLE77ON OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 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 TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT 1S 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 VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION, SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM MTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN 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 VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VOOT OR COUNTY INSPECTOR PRESENT. LIST ': GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PREMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT=THE REQUIREMENTS OF THE PERMIT. WHERE ANY DESCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 6 PAVED RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE -CLASS Ill. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). rxMUMu v 1 EXISTING CULVERT CUL VERT Q DROP INLET &STRUCTURE NO. CURB CURB & GUTTER PROPOSED PA VEMENT EC-3A DI TCH 6" DEPTH OF EC-3A DITCH EC-2 DITCH 6" DEPTH OF EC-2 DITCH •• • ---- •••----i- EARTH DI TCH DRI VEWA Y CUL VER T BENCH MARK - - _ -- - CLEARING LIMITS T VDOT STANDARD STOP SIGN -----zoo----- EXISTING CONTOUR 200--- PROPOSED CONTOUR 240.55 PROPOSED SPOT ELEVATION �- TBC DENOTES TOP/BACK OF CURB TAB DENOTES TOP OF BOX i TITLE SHEET COVER SHEET 1 AS -BUILT SITE PLAN & PROFILE 2 AS -BUILT SITE PLAN & PROFILE 3 NOTES & DETAILS 4 Nor I il-I 1 a 4 i GENERAL NOTE' 1. OWNER \DEVELOPER. UN,'TED LAND CORPORATION P.O. BOX 5548 CHARLOTTESVILLE, VIRGINIA 22905 CONTACT- MR. WENDELL WOOD 2. ENGINEER: MR. SCOTT COLLINS, P.E. COLLINS ENONEERING 800 E. JEFft?SON STREET CHAP, L0TTE VILLE, VIRGINIA 22902 TELEPHONE.• '.(434) 293-3719 E-MAIL: Sco(,gCollins-Engineering.com 3. TAX MAP NO: TAX MAP NO: 03200-00-00-04400 03200-00-00-04500 TAX MAP 32, PARCEL 44 TAX MAP 32, PARCEL 45 UNITED LAND CORPOA' TION UNITED LAND CORPORATION P.O. BOX 5548 P.O. BOX 5548 CHARLO TTESVILLE, VIRGINIA 22905 CHARLOTTESVILLE, VIRGINIA 22905 ZONING: PLANNED DEVEL MIXED COMMERCIAL ZONING: NEIGHBORHOOD MODEL DISTRICT D.B. 3801, PG. 609 D.B. 3801, PG. 609 TAX MAP NO: TAX MAP NO: 03200-00-00-05000 ! 03200-00-00-05600 TAX MAP 32, PARCEL 50 TAX MAP 32, PARCEL 56 UNITED LAND CORPOR✓� TIO.N UNITED LAND CORPORATION P.O. BOX 5548 P.O. BOX 5548 CHARLOTTESVILLE, VIRfPN1A 22905 CHARLOTTESVILLE, VIRGINIA 22905 ZONING: NEIGHBORHOOD MODEL DISTRICT ZONING: RESIDENTIAL D.B. 3801, PG. 609 D.B. 1434, PG. 440 TAX MAP NO: 03200-00-00-056A0J. TAX MAP 32, PARCEL 56A UNITED LAND CORPORATION P.O. BOX 5548 CHARLOTTESVILLE, VIRGINIA 22905 ZONING: RURAL AREAS D.B. 3323, PG. 740 4. USE. VACANT, LAND CURRENTLY PLANNED FOR NEIGHBORHOOD MODEL MIXED USE DEVELOPMENT. 5. U TILT TIES., SEWER '= ALBEMARLE COUNTY - AVAILABLE ON THE SITE WA TER:.. .ALBEMARLE COUNTY - AVAILABLE ON. THE SITE 6. SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) 7. TOPO & SURVEY. AS -BUILT FIELD INFORMATION PROVIDED BY COMMONWEALTH LAND SURVEYING, JANIUARY, 2010. COUNTY APPROVALS COUNTY ENGINEER DEPARTMENT VD O T SR. �OLLINSZ ? Lie. No. 035791,E �'7S'QNAL S0001 4 N n (L9 ON a- e-i M W C31 o F- a z 3 cZ ' W T U CN z o C* 0 �.- ° r ° C QED uj " W �z C/) ° o f___4 z uj 0 0 1"' W ° C U N O L D 11 1 L 3 m L' u °Q cri 0 - X V 0° ®` , 0 ° w Q o ul C)� ° 0cy Z c J Z� m z� w o D/ U LLJL 0 w zLJJ ` L ° Q ' ` l } VVV 0 w Q 0 U O U O �0 � o O Lu o c: E J J UE ° U, ^� c w T v U 0- V) ° > ° 63 SCALE v � AS SHOWN d ._ L SHEET NO. a w 0 DRAINAGE EASEMENT BQKTIAVRN 554.2 C4A BENCH MARK-_'^- ROUNDABOUT AHEAD-�I4Nj" W/ ADVISORY SPEED PLATE (� NOT INST \\x 1. NE F' MAN OLE � / / I ` } \ �O.F� /� /� / / 1 \ ( ) ( \ 3. FINAL. P'4 M . 556.04 / IN: 550.54 '�f \ \ 4. 4" YELL 1 IH�5as.5a �---- � ✓ \ \ OUT:54s?4/ W1A (� Q / 6. �4-' HITE PA, i DROP INLET 3 \ ' I I \ 7. DUAL 4 I QP: 557.28 / i / \ \ -, -� �\ , 9UT.552.23 y.. \ ` ` , >�. TYPIQ�AL 557 �. �" SOLID 10. WHITE �L 56 To Tr, . 1` 'a.. 567.31 11. 24" STOP \ ,� (< i%%Cy�y ° •` TBC \ �I ``\ ` ` L \ + 558.03 EXIT GUIDE SIGN (D1-1)668,51 a oo" �'� TB NOT INSTALLED F 561.999 lop ri TT, �^ 63�l v TBC 7 .arnrn 568.66 ONE-WAY SIGNS (R6-1 R) Te29 6a� / NOT INSTALLED _ /%�% s �� 0 8 c ia�„ / s9.s4 �� ��- ROU�NDABOUT`AHEAD S�u�N (W2 6� 567 k50 TBC .� .569.60'.::,.., �. / ;- ' ` 5^R p s� •19 569$ / :'Too;+ .. _ -- l� \ W/ AD�SORY SPEED PLATt�W13-1)\ \ �. . T �o Ao �� ��G f Ta ;� NOT INSTALLED f n� ,�`�6Q 50ro " 570.33 \\`i E GUIDE SIGN (D1-1) \ \ \ Tz-_ _- l 1 FF '.',?. 57;05 :57Q. 4 TBC NOT INSTALLED (I ) �INrEr —_ — — 5 s TBC T�s \ S EED LIA SIGN R2-1 s57,3s3- s 7a/ N�T IN ) I I 1 580.83y!\ 571.15 570.35 TOP: 566.32 --.._'` \` IN: 559.67-.,_�-. a SID,EVVALK HAGS NOT MAN \OL \ ' �2. EEN INSTALLED N'5 6.8 �� ' OUT:56 f58 I / / III✓/ �/ � / / I Iz DROPN ET } qP IN` 5 9.9500v l l 11 Illl / I 5 �7 .• TBC 579.91 I TBC � I l� I I I • J� 50 ' O III 50 100 FEET V / frIdRIL-pNf7j L �SCAL E:"=50' / f II I I 10, 1 1 I 5 10 FEET I I ' r ER ktq' CA E: 1 "=5' SIGN NOT INSTALLED kb PKyt- S _D�S t`REE_I�TRE�3 , AVE NQT`Bt EN INSTALLED. I INN\ \ O NCENTER D IV\E HAS I OjT BEEN T Tt4El,._ / I � E E MARKING HAVE N T';B�Ef I AILLED / P� VE EN M/�RKINGS�I�VE N T BKEIy I STA L D� D �2O ��L HAVE NOT B FN I S AISLE . \ 1tr PAVN MARKI HAVE T E I I L 1 �� �� ,�ER V�OT STD. P I -6 HAVE NPTB�I� INS�ALLE� T P� V� NT,MARKINGS RAV IOT BE INSTALLED !� Y LDS �11NGS V NOT �E N I STAL D. PIS ��T�My4 HAVE N ''F� EEN\IN§T' LLED. GUARDRA L / NOT INST/ALLED� ` \ SEMENT CUT � � IX OUT: 504.56 / - 12" ATE iLIN / `12 I_ -_ -" /&-WDlP,/SPEEDLIMIT SIGN (R2-1) \ \� DIAIN G EASEMEf TI irvv uv: a5) �./ \\\ \ eFALL D.B. � . f�G ' 1 I ' SIZING TO BI�ETE9RMINED i 7l i 11{ I J I I 1 1 "i I 3C4 T R. OLLINSZ Lic. No. 03579112- D"LSjDNAL z O J cia w =) z a cn 0 z N o /w w V) oc . W ce N V) LuZ m j tom' M F o L z Q W U OL N O (0 N F- o Q =z a Ld L � w �' Ld ArmW „J Q tf) w Q U az °_j o L9L Z �— 0 0 � oQ) 2 � ® CL 3 0 �Q =� 4- ° 3 Q U m (DV) F_ ° 1 v L a x i (1) dH 0(D D° W ca 0 W O a H °e < z Cn U w ZZ.� �0 ® W O V CL z j w 0 flC a U V W L v- p w I— ° w z o W 0 O. Q r ' 0 W �✓ Q-=o n Q 6 0 C0 0 v 0 p N i .N 0 V ° W N O E J _j 0 E © t O TLIJ 0 + Lu 0. r� V) V) > SCALE ° Fn -0-2 H: 1 "=50' � , SHEET NO. a Q) 0 2 (D � 3 ( I SC R. COLLINS� Lie. No. 035791,E 1 � \ N TES: �\ 40 1. -NONE OF'FHE SIDEWALKS ALONG TOWNCENTER DRIVE HAVE BEEN INSTALLED. ? 01 � 2', , A TOTA6,L OF 855 PIROPOSED STREET TREES HAVE NOT BEEN INSTALLED,SIpN�� E� 3. `FINAL PA�UEMENTT TOWNCENTER DRIVE HAS NOT BEEN INSTALLED. --44"YELLO\ ( ` , ` r ` I / . W SOLID PA�VEMENT MARKIN A�VOT S HE NBEEN INSTALLED. 5. _ 4" WHITE DA8�1EID PAVEMENT MAKINGS HAVE NOT BEEN 1 STALL�D. WHITE PAI �TE (CROSSW KS HAVE NO EE INSTA LED. J \ ! 6. { "\ DUAL 4�SO41D YE�.LOW PAV�MENT M RKINC�S HAVE N�T BEEN INST LLEqq. 1 8. �WPICALVBIKE LAW MARKINGS PER VDOT STD. PM 6 HAVE NOT BEEt�INS1��LLED. 9. 6"SOLID WHITTE PAVEMENT MARKINGS HAV NOT �EEN INSTA LED. 10. WHITE TORN NE SYYBOLP HAVE NOT BEgN IN7EELL9S.TAL AD/11. 4" ST 0 BAR PAI,VE ENT MARKIN, GS HAVE NOT ED., ROAD BARRICA E / ' f NOT-1'�1STALL� 6 / I I I 8^ CL 52 DIP �- 1 I WATERLINE CAPPED �, � j � / / / l / � / / ` / / /8%CL52DIP/ ( ) SPEED LIMIT SIGN R2-1 FOR FUTURE WATERLINE / NOT INSTALLED �, CONNECTION \ FUTURE / R / I \I �STREET AME SIGPV� �� / I / / / / / U) m ROAD BARRICADE / / / /" / CONNECTION ! STOP SIGN' y19�� NOT INST LED �� ( / l l / l r I u'n v�i / / 12" X $ CROSS 12.0 TBC40 /161� 12"41VAT LINE ROAD SIGN �� //ZNOT INSTALLED / /2 12"GV S / G581.41 / / SPE D LIMIT SIGN (R -1) 2-8 GV'S T C DR P INLET C 51 DIP BC \, r I I (( l s / � ! 17A S ED LIMIT SIGN (R2 1) I \ / / a D 1 r / / / / NOT INSTALL�iD / " H / 65.04 OP f568.07 45° BED $n,Nu f l / / 6� - _ _ _ NOT fNSTALLED /` 588.57 / I 538.02 15A DRIVE , - - -- - 79 42 V TOP 583.00 �`�3612 DROP INLET TBC i TBC / DROP INLET 1 O 1I1r GE 1 -Qa TBC7a TBC TBC _ 788C5Q f / " TOP: 542�42 _._: - t TBC - A .-: .., ---- z S / �12 X8" ( / / M- M MI M M M $X12REDUCER- _;:.,:-,. I I 14A TEE 534.91 I - UT:. t:. M M + 5 .49 567.31 1 + 37+50" d 53781+00" rf 573.27 r F 575.2Q - / ! `uj / �2�iAFA1�RLINE \___r----- -I- 561.84 50 "37+00" "36+50" .0 - :. __ DROR INLET 'Be ^ 538 M 559.23 "36+00" " + " n " "39+00" 3 +9 5 `j 578.91 88 29 /DIP SPEED LIMIT SIGN R2-1 T C 8� o i 580.94 TBC ( ) TOP:529.84 __ \ i 55618 35+50" , 4Q+00° 40+50 582.69ce / NOT INST LLED �9� 33. aT6 M - 5a .51 + �34 5 " "35/ 00" J---6 "4111,2 0" i 583.98 TBC Tfy t-� ,�` "41+�" + 585.09 I TBC a 1 I _ 66 -_ '_ �g - ",_ _,TBC - _ 12" WATE LINE: "42+00" t 586*�4 i 587.03 ( { 587.59 _.. �n I 540.so I(a + 33+50" "ENTER DRIVE -- _ - - - - �- -- 15"RCP - C 51 DIP �, II �Q - Q" "43+OQ" \ .43+�" F 68746 " I l W C �8 �_!_- �1s WNCE.NT` DRL I - 1536.$3 "33+00" u> / T ® C - v \ -• - _-. --- - _ _ _ TBE M f + 533. 3 '32+50" + _ UI 4r 530.00 132+ 0" � � __-- ( ( DROP INLET � 'r 527.66 �! I I "31+50;/ / < . T$ - - ---_ I / l --- `� 12 WATERLINE II �F65.42 TOP: 568.26 + I TBC IN: 563.66 ROAD BARRICADE fs 526.03" "31 00" r / /(' 1 ", + 525.13 "30+50 i- �- Tge -- CL 51�IP A3.55 `IN:56076 17 *30+00" - �$"V 15' TB GUT. 560-61 1I45° B�ND ( PEED LIMIT SIGN (R2-1) 57T.BBC 581 �6 DROP INLET j 87.03 5iDIP DROP INLET PEED LIMIT SIGN ( 2-1) DRAINAGE SEMENT \ \ DRAINAGE EASEMENT 1 NOT INSTALL D Top. --B-- _ RLINE / TOP: 5412.45 D.B. �. PG. \ D.B. Gi. 12" X 8" TEE TBC TYPE "A" IN: 578.24 �^ - /� / 18 ,.- Be �i ! 14 /' \ WAT 1 IN: 537.55OT INSALLED I 8" GV BLOV�OFF IN: 578.34 -DROP INLET I " SPEED LIMFT /' `_� ! r 1 C P E FOR 'IN:534.95 j \ \ \ , ( l OUT: 578.14 �� TOP: 586AO S� / _SfGf�t (R1 �_ OUT 517 l % ROP9NLET ///� F�1TUR I OUT:53kt.8 , 1 \ ROAD BAR ICADE ` , I I �$" CL 52 DIPL OUT: 581.50 / f ToP 52�53 ( DEVEL PMENT l� �NQT ft�lS �AttED / IN: 525 33 J ' NOT INSTAL! ED WATERL NE CAPPED / 12" X 2"TEE ) P \ I OR FUTURE ROAD BARRIGDE ( �- / / IN: 520 N our 12y9�- -- (oNNECTIo STOP SIGN (R1-1) I rouT 52 + $" CL� DIP II N INSTALL D WATERLINER(•D CAPPED FOR, SIGN T III 1 `GUARDRAIL FUTURE NOT INSTALLED DRAIN40EEASEM I�T ' / I I \ �. EXTENSION 11 N�T`INSTALLED \\ \�U D., P �`-�-, IPRAP PPU FALL \ I \ I 4 I=IGT04PE DETERMINED S�ZDP BE E �R I Eft RAI � Al ENT (50 \O / /71 0//� 100 EET\ \ \ \ \ HORIZON L S/CA / ( 1 O F � � I � , � 1 1 � ,--�-�-I-�r , ,• ' I I,, VERTIC / ' ' \ l N uj Er A h m m M o z Q I W T U � N © � L N o o � <t w Ld = w �z W uw J ,.� oW U- R Z a J W O U) L.� L Ca 1 z � a� O 15 0- t C O 41) 3 0 W j� iwL- O 0 O U Q) 0 F i-i � O Q 3 V ca � O N N � X 0 D T 0 AukW LJ ca o u 1 u 0_ O W o � • • � 0 w� �ry U j C z ...w v) W �/ 1..G. p O U WL w �-- 0 o 0 W z L ` ] W d Q . U � a M W ® U O U U � L -N +) QO 0 W O � E J E O O- .- i~I O 0 o o= W U) V� V> ° V) SCALE -0 V. 1 "=5' Q 6 H: 1 "=50' 0) - C, SHEET NO. a w 3 0 °' U)coa (VARIABLE WIDTH) 4" CONC. (3000 PSI AT 28 DA Y, OR STONGER) a...1 .. 4" 2i—A STONE BASE CONCRETE SIDEWALK NO SCALE t Desigft Spood FQr TownGertter Drive is 30 MPH. ADT for TownGeoter, Drive is 6,000 VM 4' I 1,5! I I144 i :'S t 1 rjuss A3 Cm.ttn-a- J td u t- 51 wIN COMPACTED S: b.GkArJF �fj9� CO�FAG�EI} � I, 4! qjT . aIF[ n,. Min FYmnoo �, Ifl+f9 n�. i14,9n ,,rr �4it]'�" qq. �y fil 5 90 onmq t. �- 1 '! i Wap a '",,.#•fir.,.... upACTED �+, ry� C VlF�+1 "ACTED JJD4.+�AD Design Speed For M aetirtg St.reeL is 25 MPH. AD'T Qr Mdeting Street is 4,0:00 VP1 r 2* sm m. , r u ss A3 wprete I j (rP ,aj 1, OFE (:C- T--•- ¢x { i r 4' iaQa 1 BI:G _,.. j 'r•,..�, ai Gad -1 NGtIV' 4 ExueedS A. t` `` v,(} 90% Cf,: PAGTFi3 G.l}" •-...--.-•_�._....,.. t�,G' � �,-.— C3rae ._ ....._... ae•9i:r,g "� r. O,S' 0:'a - : I i � al�+erral� ova A,3 Gorr Cv 3 , 1 '' Su 95A `, f `_IX�'i_..�.�k8G8--,�:RrF—r-•�?e�'.=�. .•-,TM—•-�..--s•,+�.. - —• ,,� __ r�,,,,n�-• + �" �I�S _..-`t; t r DF-.11J iN 1 i 9.15A z�i5i nq 4,�: tlCa Ex,s;iog Palmrn ,_6__\ uD&,Iqi1y).n RIIP41.pt. TImAnt Cross Sectim Detail 30+061 to 3'7-00 NOT V SG CGiIPAVrti' SUBGRAr3-- a°• YGUIT• Zits 957 t OG1P1Gi�? SR 606 Irrr�proverrr ent (Typical Pdyi .g A -NOT TO ZkWX CG 3 Cr ti i... ,.� * tea a .a ,� t—t r NOW: hers sausp he e;,rc wove Efrmsh ^xpo i�IQY: ;AtCt9 o •_f4,Cl; apl'�;t, 'E- Truck Apron Detail AOT To Sw Gsrb stroll `flow tgmp to t-hv. ,� l 4.:.t• Ra,3 F Bike Ramp Detail _p - R1 t nor Tc rwu>� a 4p �--'IC' Saeira;k SCOTT R COLLINSZ > Lie. No. 035791,7� —,ORAL E�1 z O a U Q z J o M V < > z w i ce 0 LU r%j W � T Lu AV m j N � w o am z W T U N ® z -•° L 0 N N O v I o cK z w w z W cq Cz a vw F-1 Q o z Q_j L9 F-4z Q w° o� s V v rn U o '- D �/� a� ca V / m U (I)rn ' v � v L L/ J x X Q o c � w z E� w o 0 c. ce �/ 0 3 r C9 rn C/1 U a _ w o LJ zN C7 C o ca zo M w U CL J0 L O ° w w �- Q o 0 w z � �o W Q 6 U 00 v U N -N ® N C v O v w m o �v v v J 0- w uj g •U � SCALE ° v c AS SHOWN � L o� SHEET NO. a o 4 v o F__ 3