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HomeMy WebLinkAboutWPO200800036 Plan - As-built Road Plan and Comps. 2009-05-06LEGEND DENOTES SLOPES 25% OR GREATER DENOTES EDGE OF 100 ft. STREAM BUFFER DENOTES PROPOSED ADDITIONAL STREAM BUFFER STREAM EDGZ + r r + + + r f. + 4 Denotes Street Sign Denotes Stop Sign e Denotes Speed Limit ALBEMARLE COUNTY FINAL PLAN NOTES GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VOOT). 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 must 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 Manuel for Uniform Traffic Control Devices. B. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Par}--'--:" °.: ----- - GENERAL CONSTRUCTION NOTES FOR PRIVATE STREETS i. Construction inspection of all proposed roads within the development will be made by the County. The contractor must notify the Department of Community Development (296-5632) 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 with the test results for approval. 3. Surface drainage and pipe discharge must be retained within the public right-of-wayy 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 determined at the time of construction. Additional guardrail may be required at locations not shown when, in the opinion of the County Engineer, or designee, it is deemed necessary. When guardrail is required it shall be installed four (4) feet offset from the edge 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. S. Road plan approval is subject to final subdivision plat validation. Should the final plat for this project expire prior to signing and recordation, then approval of these plans shall be null and void. 9. All signs or other regulatory devices shall conform with the Virginia Manuel for Uniform Traffic Control Devices and the Albemarle County Road Naming and Property Numbering Ordinance and Manuel. 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 underdrains are 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 VOOT's video camera inspection procedure and with a VOOT or County inspector present. GUARDRA IL NO TES' 1. GUARDRAIL IS TO BE V. D. 0. T. STANDARD 6R-2. 2. GUARDRAIL LOCATIONS AS SHOWN ON THE PLAN ARE APPROXIMATE. EXACT LOCATION WILL BE DETERMINED BY INSPECTION WHILE ROAD GRADING TAKES PLACE. UNDERDRA IN NOTE.' USE VDOT STANDARD CD-1 OR CD-2 UNDERDRAINS UNDER THE SUBBASE MA TERIAL AT ALL CUT AND FILL LOCATIONS AND GRADE SAG POINTS. FINAL PRIVATE ROAD AND UTILITY PLANS PA VEMENT SPECIFICATIONS CAPOLL CREEK ROAD (2+66.03 To 38+56.14) AND FARRINGDON ROAD 25 M. P. H. DESIGN SPEED SUBBASE 8 " UNTREA TED AGGREGA TE BASE 3" BM-25 (Asphal t Conc. ) SURFACE 2" SM-9.5 (Asphal t Conc. ) EMERGENC Y A CCESS CARROLL CREEK ROAD (0+40.37 TO 2+66.03) 25 M.P.H. DESIGN SPEED BASE 6" UNTREATED AGGREGATE SURFACE 3" Topsoil Aggregate Mix (213 #57, 113 Topsoil) LIMESTONE CROSSING 20 M.P. H. DESIGN SPEED SUBBASE 6" UNTREA TED AGGREGA TE SURFACE 2" SM-9.5 (Asphal t Conc. ) WALKING PA TH SUBBASE 4 " UNTREA TED AGGREGA TE SURFACE 2" SM-9.5 (Asphal t Conc. ) TYPICAL SECTION CARROLL CREEK ROAD AND FARRINGDON ROAD WITH ASPHALT WALKING PATH (N. T. S) Increase Shoulder Width 3' With Guardrail TYPICAL SECTION CARROLL CREEK ROAD 0+40.37 TO 2+66.03 EMERGENCY ACCESS +(Allows for Future Extension)+ (N. T. S) x Increase Shoulder Width 3' With Guardrail TYPICAL SECTION LIMESTONE CROSSING 0+00 To 4+75 (N. T . S) 50' R-O-W Increase Shoulder Width 3' With Guardrail TYPICAL FILL SECTION DITCH (N. T. S) X Increase Shoulder Width 3' With Guardrail NOTE: THE IMMEDIATE INTENT OF THIS PLAN IS TO EXTEND FARRINGDON ROAD TO PROPOSED CARROLL CREEK ROAD, AND PROPOSED CARROLL CREEK ROAD FROM 0+00 TO 38+56.14, NEAR THE TERTIARY PLANT. THIS ROAD WILL IMMEDIATELY SERVE 5 RURAL LOTS (A portion of section K3), ALSO IT WILL BECOME THE NEW EMERGENCY ACCESS TO SECTION 02 AND THE TERTIARY PLANT. SITE DATUM: Subject, property SOURCE OF TOPO: Jamej H. Bell Jr., P.C. (U.S.G.S. DATUM) Date of Photography 02/22/98 Date of Compilation +03/12/98 ti SOURCE OF SURVEY: Roudabush, Gale & Associates (Boundary Survey Performed June 20, 2005.) W � J LL D Scale:1 "= 1000'+ - TMP 94-18 GENERAL WATER AND SEWER CONDITIONS Hey. January 27, 1998 Work shall be subject to 'inspection by the Albemarle County Service Authority inspoictors. The contractor will be responsible for notifying the proper service authority officials at the start of the work. 2. 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 awn initiative locate all underground lines and structures as necessary. 3_ All meterials and construction shall comply with General Water and Sewer Construction Specifications as adapted by the Albemarle County Service Authority on January 15, 1996. 4. Datum for all elevation shown in National Geodetic Survey. 5. The contractor shall be resposible for notifing "Miss Utiltiy" (1-800-552-7001). 6. All water and sewer pipes shall have a mimimum of 3 feet of cover measured from the top of pipe, over the centerline of the pipe, This includes all fire hydrant lines, service laterals and waterlines, etc. 7. All water and sewer appurtenances are to be located outside of roadside ditches. 8. Valves on deadend lines shall be nodded to provide adequate restraint for the valve during a future extension of the line. EASEMENT NOTES TO APPEAR ON FINAL PLAT 1. COMMON AREAS AND ROW'S ARE RESERVED WITH PRIORITY FOR WATER, SANITARY AND STORM SEWER WHERE APPLICABLE, BUT NOT TO THE EXCLUSION OF OTHER USES. 2. THE DEVELOPER RESERVES A 10' DRAINAGE AND/OR UTILITY EASEMENT ALONG ALL PROPERTY LINES. 3. THE DEVELOPER RESERVES THE RIGHT TO GRANT A WATERLINE EASEMENT THROUGH THE R.O.W. OF FARRINGDON ROAD AND THE COMMON AREA ADJACENT TO FARRINGDON ROAD AND RUNNING DEER SUBDIVISION FOR THE FUTURE EXTENSION OF INDIVIDUAL WATERLINE SERVICES TO THE PROPERTIES IN RUNNING DEER SUBDIVISION UPON DEMAND BY THE ALBEMARL� COUNTY SERVICE AUTHORITY. 4. THE DEVELOPER RESERVES THE RIGHT TO VACATE OR REVISE ANY EASEMENT HEREON PROVIDED THE PROPER AUTHORITY AGREES. 5. TYPICAL EASEMENT ( N. T. S.) 20' 10,I_ ---1__________ I _- TYPICAL EASEMENT UNLESS OTf1EAWISE V. INDICATED FOR UTILITIES ON OR WITHIN 10' OF PRIVATE LOTS. CENTER OF PIPE OR CENTER OF DRAINAGE MANHOLE.STORM SWALE/CHANNEL. HYDRANT E�LOWROFF ASSY. OR WATER METER ASSY. 6. PRIVATE 10' SANITARY SEWER SERVICE LATERAL EASEMENTS ARE TO BE CENTERED ON ASBUILT LOCATIONS. 7. 20' WATER, STORM,AND SANITARY SEWER EASEMENTS ARE TO BE CENTERED ON THE ASBUILT LOCATIONS OF THE LINES. 0 }{o 1 e 15 FARR ' � 1 --ti rn gA.12g2 LA 0 O 1F E'UESTRIAN TRAIL ,r`1. 1. EQUESTRIAN/WALKING TRAILS SHALL BE CONSTUCTED TO THE '''PAIMATIVE TRAIL" STANDARD AS SHOWN -IN' TrtF D. S. M. 2. THE EXACT LOCATION OF THE PROPOSED EQUESTRIAN TRAIL SHALL BE FIELD DETERMINED WITH REGARD FOR EXISTING NATURAL FEATURES. CONSTRUCTION NOTE RIGHT OF WAYS THAT DISSECT THE DRAINGE SWALES/DITCHES MAY BE A CONCERN WHEN WATER METERS AND ELECTRIC LINE/DISTRIBUTION ARE INSTALLED. UTILITY COMPANIES NORMALLY FOLLOW THE RIGHT-OF-WAY LINES FOR INSTALLATIONS. UTILITY METERS AND TRANSFORMERS SHOULD NOT BE PLACED IN THE DRAINAGE FLOW PATH. 0 Y O �v WII LfAM . LEIIETTER + Lic. No. 1507•B Z Z� I�C� S U DIVERSION DITCH C. D. S. FILLET CURVE, R . 0. W. AND PAVEMENT DETAIL R.O.W. PAVEMENT ROAD NAME WIDTH WIDTH CARROLL CREEK ROAD 50' 20' ' FARRINGDON ROAD 50, 20' LIMESTONE LANE 50' 18' N Rio by theAoemarle CW* SHEET INDEK Community Development Dep merit ate 5---r�7 File co p a. zo o SLl HEET 1 - C 0 VER SHEE T SHEET 2 - OVERVIEW 250 SCALE SHEET 3 - PLAN AND PROFILE CARROLL CREEK ROAD SHEET 4 - PLAN AND PROFILE E CARROLL CREEK ROAD SHEET 5 - PLAN AND PROFILE CARROLL CREEK ROAD SHEET 6 - PLAN AND PROFILE FARRINGDON ROAD SHEET ' 7 - PLAN AND PROFILE LIMESTONE LANE a Q) U0 � Z � N o� z o� rn No Q 4. Q^ 0° ® 0 Z ccW 00 >O u. �z Cn Z Q 0 U� w2 �w -. O o �- 3: 4 C Ted La Z U. w o Zcm 4 10� O� a. LQ �w' MM M W a O rL REVISIONS 6/26/08 County Comments Addressed 12/29/08 County Comments 02/27/09 County Comments DATE April 4, 2008 SCALE CONTOUR INTERVAL Q WOa. z L.L. O ft 0 r- 2 � Z L W 0 W r.J W w _ W0 FILE NUMBER 387 w�trr�c�i..trv�aic5 uu��sASt SHEET 1/7 J 680 LOT ........... I ................... . ............. p g E3 V, 0 ............ J -04"' A" 5 ....... 0 0 ........�6. <:'po ................ % .......... . ............... ........ .. x- j SCALE 1 -50 ...... ...... 50 SCALE IN FEET X % % % \ . .......... . ........... % . ... ... I'MERGENC (.. .. . ......... N . A CESS ONL 4) ... . ..... . ........ ...... �2 K., < ig\ v q�; v* ................. by th .... . ....... ti i. A 47 460 K 20.0 LC 62.00 DESIGN SPEED 25.0 Ui - —*Emergecy 450 cu- :C3 M alII %-I UJ Uj :j (D Cn CD 4-j >� LU my If 440 w 430- 420 410 400 390 M . ....... ....... ............ ....... ........ ......... ... . ........ -.--L---O ......... . ............ . .... . ... ....... ... .... ................ ...... ............. -tio .......... ......... . ..... ......... .. .... .. . ............ . ........ ...... . ... . .. .. ........ Q ROAD . ..... ............ CREEK . ...... . . .............. ...... ......... CARRO 74-88(PlOt N 4, D-6.3620 PP ry Bqgin EC-2 ............. . . ............ ........ . . .............. . ......... . .............. @,!Sta.10+OQ, . ........ ..... q. • X...... 1)1�126, L=4' ------- Wig TY e 2 Grate K C\i % 6 + 03' . ......... ......... ...... v F. A O Prowal Outlet Piotection b 06tail on Erosion & k malmeat. Control Plan oo� V Q- R)yy w Pi V,tt 4". j 00 1, Only* r a . �17�CrT ' N A Cn .Fi 4-2 C3 r- ( cc� (U Cn ....• .......... . ..... .......... 77' . . . . . . . . . . . . . . . . . . . . 0"iflaqu cuz)�1110,t EC -E-K H' /CHL. 3ee...Estn6t. notes Sheelt 1.) ......... r,,A/RHQLL,. w @ Sta. 1�,p 0 H • Y -05 a D '362 .74-.0*1 1 ........... ... ... -J. 0 3 -v -A O. Isee SWU Pica . ...... . ........ i. I p it Ix . . m .... . . 1LI: ETERT as 21001I tt iti 74, fa .. A.tit t. ... still,tt Drainaye sm ............. It. ... . .................. ...... .... ......... .. 0-k00TO 13+0 If -q (9 K LC f DESIGN SPEED 32.5 8.52 25.0 C9 Cn C', Ct T If > EL CL C) % CD PQ LO <D co II r 13- CL K 20.5 LC 120.57 DESIGN SIEED 25.0 ST RM K TO K 1 4j to cnr" + + CL 4406.03 W 8'Ha epline 4'sep. ;t Cp @1.0 % M tin i 450 40 430 420 410 K 32.5 LC 67.92 DESIGN SPED 25.0 M Lq 400 LO (Z) 11 CT) r- co co -0- 3 9 0 R-111 D 00 q C0 c C,- LO co CQ q C -1Cu4 a OQ CM C Cq o C- C0 T CQ 0 (D M IT U 0 -\CX cq — M CU C LQ in - M CL D j 01 CD U .0 CD M D C CU P U0j Ln p cq 0. q w 0 00 1-1 T -1 q: D C � D r, CC CD T CC (4 r� 0 CC c (o C r- CM Mrat)),C1 ; R C W n mM • �r I "'T q N -r T 7 T 'T T ter" M 7 M 0) (r) CY) cr T) (r) C00 0cT Cr)Cq M M 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 ------------ 0 r. LU C\1 U) C:) 0) o Cq Z 0 Q) x cc LU oo X @) OLL z w 01 LO OJ 14 0 Q Z 0 LL v) c LL o> w Ho C) 0) CL 1U 24 w Z oLU a. P4 REVISIONS 6/26/08 County Comments Addressed 12/29/08 County Comments 02/27/09 County Comments DATE April 4, 2008 SCALE 1" = 50'HORZ 111 = 10'VERT CONTOUR INTERVAL 2 FEET___ W j w 0 LL [L- 0 < 2 cc 0 W W CL z z 0 Z 0 W J J J 0. J 0 w cc 0 M it W 0 LO FILE NUMBER 387 JEFF/GLENOAKS-08/BASE SHEET 3/7 IV? ♦ ........... % ........... 0i. .30 _'LOT", ............. ........... ......... B 2-19 5-__ B ............. -92 0.� 7 C .:...................... ....... S&LEtitt.4 5 . .............. .5 X•V., -11" 50 25 -.0 50", too 3 2• .......... ........ . ... .... \% ........... ....... ....... . ......... SCALE'0 FEEkt k. 41, . . . ............ . . ..... . .. ... . ....... % .... . . .... ---- - ---- - ........... . . ....... . ...... . .. . ......... ..... . ....... Rd- X . .. . . .......... . ...... ............ 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J_O_Filter ......... .... . ..... . ..... : . . . . . . . . . . . . . ... . .. . ...... c? ....... ......... ttr ... . .... . ..... .................. .... ........... ... ............... . ........... ............. .............. ....... . . ........ .... . ..... . . ......... ........................... .............. ........... ......... ........... ............. ........ 4. V > See So Plan ...... .................. ? .......... ............ ............. . ................. .......... ............ ............... % - ........... S. .... .. .... ..... % .. ........ ............. ...... .... ...... K 49a LC DESIGN 336.68 SPEED 25.0 S. W., i440 ------------ "I REVISIONS 6/26/08 County Comments Addressed 12/29/08 County Cornrnents 02/27/09 County Comments DATE April 4, 2008 SCALE lu = 50'HORZ 1 11 = 10' VERT CONTOUR INTERVAL 2 FEET 0 < W w 0 CC 0 < z cr ,Y. W Cc CL (9 T > 0 w 06 z zU Z 0 0 W j _j J 0 Ix 0 w < 0 FILE NUMBER 387 JEFF/GLENOAKS-98/BASE I 6� 14+00 15+00 16+00 17+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 ?I SHEET 4/7 .......... ................ .000 ...... .......... . . . k . . . . ... �a :n ...... . ... c'. oy .7 PaJ, t J60. y f 4....... ­J Begin El J, ... ... until RE -Fill ..... Drainage Easement _Eirnnt...nQ.tes, Sheet 1) ...... .... ...... . . . ........ ......... ........ ...... ........ . . ..... ..... .............. ...... .... ...... .. . .... ....... ....... .... .... ........ ........ .................. .... ...... . .................... ......... . . ..... . ....... ........ . .......... ..... . ..... .......... I ... . .......... ................... . .......... . .... . ......... ..... . ..... . ....... ......... .... ....... .. ........ N_:, SCALE . .. . .... . ...... .... . . . . ....... . .... . 5 ....... ...... --25' 50 100 ........ ...... ............ . . ....... W—W—MOMEW I ...... . . ..... . .... . ..... . ......... . ............ ...................... .. ....... SCALEII'I'N FE.f ........... 39 9KI 37C 36C 35C 34C 33( 32( 31( 30( MO. Q) L—W 2: ........ . .... CARF�OLL_ CREEK [�OAD 7 +00 TO 40+00 MM\� K LC 49.6 513.93 00 0 DESIGN SPEED 25.0 cn u 0 �Z WL,LLANf J. LEDBE 'TIER Ln n CD 4W Lie. B - x 1 0_ — — — — — — — — — — — — — 01 S Lj lwv" CL- - — — — I 3 - - - - - - - - - - - - - - - - - - - - - - - - - - r L c) (0 (X) C�l K LC 30.0 385.31 mj DESIGN SPEED 25.0 In CD cn C:) c� pj Lq LLJ M C) 0j LO + t - - - - - - - _ 00+ pp - - - - - L5 EUTURE-IM ION M 39+00 To 49+03.92 Tr ­4- K LC 36.8, 349.5212 Cn II DESIGN SPEED 25.0 U CD fu Ln > M CD HI II LU r- Lq CO M a! 'D Cn o <D q ;� C) :� CD c� CD C� 9! CD 1_! Lq CD Pq q (D Z> cp CT!CA co r- q -i M N 0) r" M (Q CD CU Lq 01 CU F--� CU "q: CD (q CU U_� 01 CD co -1 '! Ln -t a! (9 to [-� (D M -I Ln co Ln M C0 U-) co Ln cr) M cn Ln M cu cr) cu CU cr) M ckj M cQ 0-) M co M M co cr) M co CU n M (T) un co ') M M U-) (r) CD M c\j M cr) 'T Ln CD M CU CT) M Ln q M 0J M M 4 0 M cr) cr, LO cu C) (D S c� M (r) M cn M cr) co (Y) M Cr) cr) cy') cr) R 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 0101111f, 0.11011 37+00 38+00 39+00 40+00 �70 N 150 340 330 320 310 Ell L) <*11 0 cc Uj c\1 OLo c\j c\j < CL Q r _Z 0 (D cZ o 0 OLL W Z CC w 2 w 08 0 LO cc o!� j`�0 r W LL LLJ Qc\1 F— C? cc Cc k LU z rl� 0 1E W o (L REVISIONS 6/26/08 County Comments Addressed '12/29/08 County Comments 02/27/09 County Comments DATE April 4, 2008 SCALE 1" = 50'HORZ 1" = I OWERT CONTOUR INTERVAL 2 FEET W w 0 cc 0 < Z cc�e L.L.. EL (D cc > z Z Z 0 0 W J CL w _j a: 0 cr 0 w 0 0 Lf) FILE NUMBER 387 JEFF/GLENOAKS-00ASE SHEET 517 r L N 0 TE*- See Erosion Control and Storm water 43C Management Pion detailing temporary and permanent measures for diversion ditch in this area. 42C 41( 40( al W1 37( ..................... ................. F A RR NGD N ROAD EXTENDED 0i W LOII M 11 % 080- % C� N CU Oki NT K LC cl, m N CD CU 4-1 c LIJ 36.2 83.8487 DESIGN SPED 25.0 -4r 3� (3- Uj to >- C�' X 4-J 1r) 46 > m Uj K 35.7 �9 11 r,' LC 350.0000 @ M6 DESHN SPEED 25.0 �4 F, CD n- idl Cq 49 cn m CD r m CL 0- Uj CID CR 03 LO Cq Lq Co V co ti7 0) m 0) 3i (n m— 11q: LO r- tQ LLI CD m N (n co OD C\i cn 'r (0 (0 r- co co 69 CU C) CD --r !.A CD 0i 0j PU Oj C\j (r) m m Nr —r r "Y' �T IT F44m 31+00 32+00 33+00 34+00 OW1111 36+00 130 120 110 100 OR W1, C-81 370 J, I SCALE I"= 50' J J 50 25 0 50 10( SCALE IN FEET A (1) 4W- 0 CVO O wa go 0 cc j Q cc w CC > LOL WZ cc - z Uq w 1= w JZ 08 W-J C\1) C', Z U 0 cr ou- Cf) rr LL LO w 0 0 C\j 9 kW z of, rn m Q) w z (L %o j REVISIONS 6/26/08 County Comments Addressed 12/29/08 County Comments 02/27/09 County Comments DATE April 4, 2008 SCALE lu = 50'HORZ I U = 1 O'VERT CONTOUR INTERVAL 2 FEET z 0 W w J LL LLJ 0 z it (9 fr 0 0 (L z 0 z cc Z 0 w J w z J 0 (L w 0 0 (1) z 0 Lf) cc LL FILE NUMBER 387 JEFFIGLENOAKS-081BASE SHEET 617 ... ,re•' � � /• > it j ,r .. :�• �, v / i �`♦ i : r vv r ..,;,.`. ' ., . : i v /` ` .' f..� I♦! ♦ j r �f .q L t., % ,''` • "f:..;: r>• i i r • ri Al r it r " :n•'r Y �ilf 1. �f v ,.-' -• ./'" % f ,/ / 7 i � is f ♦ i! ` ... ,♦. - / r y. ?tlr%i� ����t %lr �'.% '� � f�c�-hN V1 O i/ { 61 / / ♦ vr�" !i i♦ f!+ % f � `y�..a \ "; /+ .. `i, f cx ;: w... Ln PC 36 8 s 107 , �"I 35C 34( 33( 32( 31( 30( 29( ►:l ♦' SCALE 1" = 50' 50 25 0 50 !00 Q� SCALE IN FEET �O 0 a a w Z 0 `n o z o� NQ Q 1 0 Ids. U Q >o ® oU L LUz 1 Z U w2 V w Q o, cc gi �✓ 0 OLL wz WLo tL U N rr z 4 O� �w O a.. W Mull Xneec i \_--- ♦-,..........•• - r'" REVISIONS 6/26/08 County Comments Addressed 12/29/08 EP. County Comments ! 18' 02/27/09 � 18' County Comments EP. Storm D(ain. P. 25 18' TO Cu-75 0 -00 4+4 cJ� no c� �t it cn cn >- L1.� d H 'a II -2.080 % 30.0 K LC 94 0575 DESIGN SPEED 20.0 a o- 4 8 r3 U CD m rclu F car, a n Nr K 18.4 [yj a �{ LC 80.0000 W DESIGN SF EEO 20.0 IT r. to to cn cn '3 297 %- Q v 11 Cu rn o 7o Cu N c�i cu -4 r-: o CD CDrn o r� q cli Ti cm to m r` N m o cu ao r` a o Cu Cu rn v, �{{ CD cu . t C ^U O r, hl rt w IV + i 7 Ln O s+ f �-+ r- O co —Ir O In O O O r- C7 m cu cmC\i co C7 c`�'m cm mm mm mm mm cgico mm i 11 2+00 3+ao 4+00 5+00 350 340 330 320 310 CI W1, M. 04�iOL'1'Ir op �v WILLWI J. LEDBETTER Lc,. No. 1507-B � tq�'D SR` 1:0 LT DATE I April 4, 2008 SCALE I = 50' HORZ CONTOUR INTERVAL 2 FEET V J (n � O Q 0 cc © Cc a. It > O � U o� z w 7 O0 w z J J 0 a. 0 w w (1) 2 0 U) J FILE NUMBER 387 JEFFUGLENOAKS 0WBASE SHEET 7/7 �•a