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HomeMy WebLinkAboutSUB200600425 Plan - As-built Road Plan and Comps. 2013-06-196 a a SHEET 5 OF 10 NOTES: 1. THE ABBREVIATION V.D.O.T. MADE HEREAFTER REFERS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION. THE TERM COUNTY REFERS TO ALBEMARLE, VIRGINIA. 2. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (HEREAFTER ABBREVIATED VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 3. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF ENGINEERING (296-5861) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 4. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 5. 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 CON— STRUCTION. 6, 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 TESL' 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. 7. ALL SLOPES AND DISTURBED LL AREAS ARE TO BE FERTILIZZED, SEEDED AND MULCHED. OBTAIt�IABWLE B ESSER OP S OF 4 1 OR BETTER ARE TO BE ACHIEVED. 8. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT—OF—WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY VDOT (ALL DRAINAGE OUTFALL EASEMENTS ARE TO BIE EXTENDED TO BOUNDARY LINE OR A NATURAL WATERCOURSE.) 9. GUARDRAIL LOCATIONS WHERE SHOWN HEREON ARE APPROXIMATE. EXACT LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD DETERMINED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONSNOT SHOWN WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED IT SHALL BE INSTALLED FOUR FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED To SIX FEET. 10. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9 (A,B, OR C). 11. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 12. PAVED, RIP —RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY, 13. A MINIMUM CLEAR ZONE OF TEN (10) FEET FROM THE EDGE OF PAVE— MENT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR ZONE MAY BE REQUIRED DEPENDING ON THE CATEGORY OF ROAD DESIGN. 14. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. EXCEPTIONS WILL NOT BE ALLOWED. 15, ALL REQUIRED SIGNS (STOP, STREET NAME, SPEED LIMIT SIGN, ETC.) ARE TO BE FURNISHED AND INSTALLED BY THE DEVELOPER PRIOR TO ACCEPTANCE. SIGNS AND THEIR INSTALLATION SHALL CONFORM TO "ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL" AND THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. THE LOCATIONS OF ALL SIGNS ARE SHOWN ON THE PLANS. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE TO BE 'DETERMINED BY VDOT PRIOR TO ACCEPTANCE. THE SPEED LIMIT IS TO BE POSTED 5MPH BELOW THE DESIGN SPEED. 16, ROAD PLAN APPROVAL IS SUBJECT TO FINAL SUBDIVISION VALIDATION. 0 TO SIGNING THIS PR OJECT EX PIRE PRIOR THE FINAL PLA T FOR S SHOULD AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 17. UPON COMPLETION OF THE ROADWAY CONSTRUCTION, STREET NAME SIGNS SHALL BE INSTALLED BY THE DEVELOPER AT ALL STREET INTERSECTIONS. SIGNS AND THE INSTALLATION THEREOF SHALL CONFORM TO "ALBEMARLE COUNTY STREET NAME SIGN REQUIREMENTS". THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE SIGNS UNTIL THE ROADS HAVE BEEN ACCEPTED INTO THE STATE SECONDARY ROAD SYSTEM. t THE FARMS AT TURKEY RUN STATE ROAD PLAN A I a 011 m 004 JORDAN- RUN LANE, THOMAS & COURTENAY GLEN TAX MAP 114, PARCEL ALBEMARLE COUNTY, VIRGINIA 18. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES, LATEST EDITION. 19, SITE IS NOT WITHIN THE WATERSHED OF THE SOUTH FORK RIVANNA RESERVOIR, UPSTREAM OF THE PROPOSED LICKINGHOLE CREEK IMPOUNDMENT. 20. THIS SITE IS NOT LOCATED WITHIN THE LIMITS OF THE 100 YEAR FLOOD PLAIN AS DESIGNATED BY THE NATIONAL FLOOD INSURANCE PROGRAM. 21. THE LOCATION OF EXISTING UTILITIES ACROSS OR ALONG 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. 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 23. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER ROADWAY LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 24. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO V.D.O.T. STANDARD PE-1. 25, CONTRACTOR SHALL FIELD VERIFY LENGTH OF ALL STORM DRAINAGE PIPE, CROSS SLOPES SHALL BE MAINTAINED AS SHOWN. 26. SPEED LIMIT POSTING TO BE DETERMINED BY VDOT PRIOR TO ROAD ACCEPTANCE. 27, ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 28. PAVED OR RIP --RAP LINED DITCH MAY BE REQUIRED TO STABILIZE A DRAINAGE CHANNEL, WHEN IN THE OPINION OF VDOT, THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, IT IS DEEMED NECESSARY. 29, BENCHMARK=2 NAILS IN BASE OF TRIPLE OAK ELEVATION=712.0 DATUM ASSUMED 30. STANDARD CD-1 OR CD-2 ONDERDRAIN IS REQUIRED AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS, 31. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT INSPECTIONS AND ARE TO BE ACCEPTED INTO VDOT'S MAINTENANCE PROGRAM AND OWNERSHIP. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT AND/OR COUNTY INSPECTOR PRESENT. IN ADDITION, IF HIGH —DENSITY POLYETHYLENE (HDPE) PIPE OR PIPE SYSTEM IS INSTALLED, THE CONTRACTOR AND A REPRESENTATIVE FROM THE PIPE MANUFACTURER SHOULD HOLD A PRE —CONSTRUCTION MEETING FOR INSTALLATION TRAINING. THE PIPE MANUFACTURER SHOULD SPEND A MINIMUM OF TWO HOURS ON THE J OBSIT DURING THE INITIAL INSTALLATION. E 32, ALL UNDERDRAINS AND CROSS DRAINS SHALL BE INSTALLED AS DIRECTED DURING FIELD INSPECTIONS THROUGHOUT THE CONSTRUCTION PERIOD. 33. DRIVEWAYS ON LOTS 5, 6, 7, 8, 9, 10, & 11 WILL BE CONSTRUCTED THROUGH THE STREAM BUFFERS AT THE SAME TIME AS THE PUBLIC ROADS. 34, THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. O Cv w �o P STE. RT . 795 �� �(BLENHE M RD.) NEW ROAD SITE SECRETARYS ROAD BLACK BRANCH .7j FARM VICINITY MAP SCALE: 1 "= 4000' a MAGNETIC MERIDIAN 0 150 300 600 SCALE: 1 "= 300' SHEET 10 OF 10 REVISIONS FEBRUARY 21, 2007 APRIL 18, 2007 OCTOBER 19, 2007 DECEMBER 8, 2008 JUNE 19, 2013 0 0 A S V) [ ] = AS -BUILT GRADES NOTE. -THIS IS TO CERTIFY 'THAT THE HORIZONTAL ALIGNMENT OF THE CONSTRUCTED ROADS IS WITHIN 1.0 OF THE DESIGNED CENTERLINE EXCEPT FOR THE 2 PLACES SHOWN ON SHEETS 4 AND 10. :ENGINEER FILL SHOULDER 9.0, 9.0, WITHOUT GUARD RAIL=5.0' SURFACE 2" SM-9.5A GUARD RAIL 3 FILL TA SUB -BASE MIN. CBR=10T"1911 AGGR. BASE #21/21A JORDAN RUN LANE BASE=8" AGGR. SURFACE=2" 5M-9.5A THOMAS RIDGE LANE BASE=6" AGGR. SURFACE=2" SM-9.5A COURTENAY GLEN WAY BASE=6" AGGR. SURFACE=2" SM-9.5A 4 TYPICAL ROAD CROSS SECTIONS N,T,S. 3' � 1 3 CUT DATE c DATE DECEMBER 21, 2006 SCALE F a, a �DQ �o �W H H JOB NUMBER 06-01 1-00 DWG. NAME 06011 ROADPLAN4.DWG �J � v /Q ® P 0 \ A SHEET � 1 OF 10 TOTAL OF 12 SHEETS DATE DECEMBER 21, 2006 HIGH POINT ELEV = 427. 8 I 200.00' VC -..- N HIGH POINT STA = 10+9211 <- PVI STA = 13+ 7.21 r� 7 PVI STA 11+02.21 N PV ELEV = 42 .73 + cv PVI ELEV = 428.63 h } N "? LriN A.D. _ -2.1 ' I — A.D. —4.62 N N -t _7.21 PVI STA = 15+ 7.21 _ + K 32.45 > P ELEV = 41 P ELEV = .21 >m >W v > N N w A.D. 1.9EK= .15 A D. 25 o m > m m i� h K = 102.58 117.58 o �+ �+ ¢ N ' - r^ 0 V) 0 N 00� -26 >t>>m N CD cv W m + - r h I` W N r+ j<r-. d� > L J 0i lil > > m N Cj d- Nj 0�N 00 + O� O z 0 N l �` W (n >> rh Z Z > W W n , o a o o 0 o o ® ® _ 00 N N N 0 n V_ t M ^ ® th Ki g g I0 r4 u u 1* u L..J 1oJ tJ u u to u Cf� d7ij - Nd O N d n�M d j d CO S Oh O N(o O Lo00 M O O 00 • 00 OQ ^ N d 00 Cfl !N 0� d- " t po O -t 0 4 p �} �Ma�Cv Ot M �? d� et M M SCALE 1 "=50' op WMAMM a 5449 Ar JOB NUMBER 06-011-00 DWG. NAM E 06011 ROADPLAN4.DWG I V o� SHEET 2 of 10 a 4 DATE DECEMBER 21, 2006 SCALE 1 "=50' a Q W E-� E-� U� JOB NUMBER 06-011-00 DWG. NAME 06011 ROADPLAN4.DWG e I,00, SHEET 3 OF 10 DATE DECEMBER 21, 2006 P P P SCALE 1 "=50' 01,TH o KLW H. CI QEJCtm a 5649 "1�sI0NAL �� r NUMBER 0• 000 DWG. NAME 06011 ROADPLAN4. DWG V $4A Q SHEET 4 OF 10 ;a Lim I G DECEMBER 21, 2006 HIGH POINT ELEV = 439.65 LOW P INT STA = 6+73.36 N rn > 400.00 VC N Lo HIGH POINT STA = 5+47.21 _ Cv to r` N _ N to r- cv PVI STA = 37+ 7.21 ccq + `n ¢ A.D. = -8.1 N 00 PVI STA = 35+ 7.21 cv a; N a; ELEV = 43 .25 00 00 r7 d- PVI STA = 32+ 7.21 Cv LO r� r� + to d- 't PV ELEV = 44 .25 + `� c0 mot- + r7 (0w A. D. = 4.3 PV ELEV = 435.75 N ao `) V) K = 46.15 U _ _ 00 -v> K= 80.00 v> v> w cv K = 49.04 mm Ww mm �� > >ui w i \ 0) + r7 6i W &i U U > > > m > m w O U rri d �Mi 50.00' VC it I M'2 I K = 39.88 Q w a o ,^ A.[. = -1.25 V) a z Ki OR PVI E EV = 446.3 u PVI ST u = 39+71. 3 STA. 40+10.33 °p N 04 LO (0 (00 r- INTERSECTIOq JORDAN RIJN LANE n +Vi M M d COURTENAY GLEN WAY & THOMAS RI GE LANE I " ."`�, ``I, ;�, ;`, MATCH TO KA. 87+93.84 COURTENA GLEN WAY (0 I`. r7 00 n 0 00 N 0) a7 0) t0 O O 07 (p c0 O 00 r7 O c7 (D 0 c0 (O C7 1� t p M L 00 In 0 .(0 co O �- U p r7 N r� 6 to 00 O ca d- 0i N 0i (_0 d N co - ¢ ��t d d � -4- J go EXISTING GRADE FINISHED GRADE 56.0' -18" R.C.P. Q 3.57% O O N 0 SCALE 1 "=50' JUb NUMBFH 06-01 1-00 DWG. NAM E 06011 ROADPLAN4.DWG y %� V r P p SHEET 4AOF 10 J, i ECEMBER 21, 200 C 6 i 300.00' VC 100.0 ' VC — LOW POINT ELEV = 479.59 PVI STA = 7+50LOW PONT STA = 1 +29.71 PVI ELEV = 480.00 \- ' N PVI STA = 18+ 7 .46 A.D. 2.66 pp re)-- —' ---- `v co PVI ELEV = 477.45 p K = 7.66 �+ � _` A. D. = 6.59 4 L? �' `r _, K = 45.52 co / _' m m 0+ N W W >� W m r- Lo HIGH POINT ELEV = 499,88 L + Lo ~ W HIGH P INT STA = 1 +78.63 2.Q8� w ° v > > PVI ELEV = 50 .46 � D. _ - 9.1 W K = 43.65 400.00' VC STA. 1-2 27 ap 0 th 0 o0 0 O 0 M 0 '" 0 N o N r, co PIPE 115" ^ O M CO ►M (� °' �' � o m 6p N °' N 1* t� 56 0' C.P. C� 5,36 ° INV. IN=47-.Q INV. OUT= 4 4.0 �--� 0') o O M p M �� 00 W or M o oh o 0) O) 1 N.0 M o �nN i!) rn o� ® o^ � r� c �K) r- r cfl00 N rn 'n oM N Ro r� o 06 p O N d ►� co O pj N d co I� ^ rho d 07 o Lo 0) 00 CO �t r� N O� r; c9 d ca �rj `- co 6 r, ao o �OQ00 d� d�� d�� d�� d�� d� dcA� dco �O�Qco �!I56.0 SCALE �Y,'TH OF O � a IQJFiT 11. 5649 0 �SIoNAL � A -N `V V a � P �P<4<< Q�D SHEET 5 of 10 SCALE �Y,'TH OF O � a IQJFiT 11. 5649 0 �SIoNAL � A -N `V V a � P �P<4<< Q�D SHEET 5 of 10 a DATE DECEMBER 21, 2006 SCALE 1 "=50' LTH JIM W Y. MOECJM 5649 ONAL3 a a �o w JOB NUMBER 06-011-00 DWG. NAM E 06011 ROADPLAN4.DWG Q �(V3 tx� SHEET 6 of 10 DATE DECEMBER 21, 2006 6 OW POINT E EV = 413.0d. LOW POINT ST = 45+81. 2 PVI STA 45+50 PVI ELEV = 406.55 K 17.36 0 500. ' VC r7 —� O 0- O o0 ^� if01' � O d- � �— `__ I+ N O O h O ¢ Z 0 `\~ + 00 r� 00 — O r7 � U U d- d- ���> (nCLt17ZZ >:U > U > m CO W W ►on g1% PV STA = 39 25 &i _ PVI ELEV = 44172 > . D . = -2.29 w w -------.__ ''— K = 196.33 450.00' VC — STA. 45+3 .85 0 04 0 Mco � 0 0 ►� 0 �- 0 rn 0 �- PIPE 3-4 96'-48" R. .P. ® 0 to 0 cc� r °� INV. IN=40 .5 u u u u u INV. OUT= 04.0 u . O O� O O 04 Ord') Ord�d -n O ©N O.d-- � O Od- pO L�o- to 00N0rd�o Lr) des Ln OC; o c o�M N o � � O r•�}. O Ci N00) D ON O � � u� SCALE 1 "=50' $�'TH OF A KWr W DER 5649 1 "'�`i'IQNAL 4�G JOB NUMBER 06-01 1-00 DWG. NAME 06011 ROADPLAN4.DWG V V 16/ ©c� SHEET 7 of 10 0 )ECEMBER 21, 200E SCALE 1 "=50' D r'"7 L vv 111t./IVIL.7LL1 no n-1 7 nrn Ldvr%-7. IW-NIViL� 06011 ROADPLAN4.DWG V v Q � �J REVISIONS DATE FEBRUARY 21, 2007 DECEMBER 21, 2006 APRIL 18, 2007 OCTOBER 19, 2007 DECEMBER 8, 2008 470 470 JUNE 19, 2013 C) HIGH POINT E EV = 430.2 w HIGH POINT S A = 51+77. 5 SALE 460 o PVI STA = 51+50 w 460 PVI ELEV = 434.20 _ w A.D. _ -8.09 OW POINT ELEV = 415.3 U) 1"=50' = K= 9 44 L W POINT ST = 57+84. 3 z PVI STA 58+00 ~ 450 00 = 0 450 + A.D. 7.54 + 0) K = 53.02 o d U) o LOD v r d ciii N 400. O' VC u~Ui00 440 440 0) N c x 9yo�Jf > > o rWu IL QMD w w o �n 564d v U �f g > > + co o m CO - FONAL1 � 430 z_ 6i w _z 430 J U U _j S > > _ / `3.48� �n o .+ 420 -`_ 420 o 0 o 0 co P __--- "-- o t CO - o d +i d o `nit 0 11 + � o it z 0430 FINISHED �- z 00 C)0430 EXISTING- z 410 410 I > EXISTING GRADE cn �`� > I Q j GRADE U) t¢- > �•'� �+ ww v~iz GRADE LijW (n c,ww �i? Liw v)z STA. 54+ 33.70:1 STA. 57+89 30 FINISHED o ® o o o PIPE 5-6 o p PIPE 7-8 �-+ ' 56.0'-18" R C.P. @ 3.57 GRADE v 1 '� 'n °0 96.0 -24 R.C.P. @ 1 .06% ® o d' 420 420 N N M M M INV. IN=4 9.5 N N INV. IN=413.0 d' 1 `� ? INV. OUT 406.0 u INV. OUT=411.0 f DATUM ELEVu u u u DATUM ELEV 400.00 400.00 00 �n a� d ttn N � co d- ^ r7 c0 N Ln a d n o 'q N oo rn O r� o � «> o c - h a� p d d (6 00 00 0) (3 N CO 00 � Kj Kj 00 a7 ® N r- c3) I� n 1!"�t• r..� P_f N N N N N N K) N N N N to N N N N N N ui 06 1A i\ 410 410 E..j L.�1 u -24"R.C.P. -18" ' d ¢ Nit d d �r d- � `t d � � ,N� d ,� `t t � � d � 96' @ 14.0 % -18" R.C.P. 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 59+50 @ 3.57% W DATUM ELEV DATUM ELEV "� 400.00 400.00 � .4 O o f p N K) NQ n to cn r- M d N w 10+00 10+96 10+00 10+56 470 470 STORM PIPE 5-6 _STORM PIPE 7-8 � HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' 350. 0' VC o VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' OW POINT E EV = 437.5 F_ L W POINT ST = 67+60. 6 0 •-� 460 w IGH POINT E EV = 438.4 PVI STA 0')68+50 460 cn HIGH POINT STA = 65+97. 2 PVI ELEV = 435.98 o FINISHED to PVI STA 65+00 rn A.D. 4.69 w o °O GRADE Q s + + � 430 o �440 EXISTING n E-•�-•) j- PVI ELEV = 440.00 ,,� ,� K = 4.63 cn L6 FINISHEDoil GRADE vTi o->zd11- o + + A.D. -5.21 o GRADE � o 450 0 450 �o •}„•• •L-� H+ K 7.17 + EXISTING L Q >> >> O GRADE Q co d :if iiij !) w w V) z420 w w u) z 430 >> " 440 o m 440 72.0' JOB NUMBER `t i - o c4 -- d DATUM ELEV -24" R.C.P. @ 5.56 0 0 `'� 410.00 (� 2.00% DATUM ELEV 06-011-00 4,20.00 r 430 J o v J 430 Op® oN,' 00 w w r�•06% `� Lq -4 �� t dam- _._... Q LO Q DWG. NAME / o @ o 10+00 10+56 10+00 10+72 06011 ROADPLAN4.DWG 420 / N � 0042o STORM PIPE 9-10 STORM- PIPE 11 1 Q0 I o HORIZONTAL SCALE: 1 "=50' HORIZONTAL SCALE: 1 "=50' w I VERTICAL SCALE: 1 "=10' VERTICAL SCALE: 1 "=10' 0- N > > z 410 � w � 410 � STA. 60+3 .91 ,_, r-, ,� ,-, n ,-, r-, r-, r-, • PIPE 9-10 N 0 ® r tom`•• B00 CD 0 00 0 C) 56.0'-24" R.C.P. @ 2.0 % N N M M �t M c6 N�2 INV. IN=41 .12 d d � _tu u _ d. �t INV. OUT= 15.0 '-' `_' '�' `�' '' �M' -' V`31`3 �TAQ DATUM ELEV 400.00 400.00 0 Q Ot7� �- OQO d h p ap v7 O 00 O 00 d N d N O 00 N N O 0 (`�•'�, t r r o r7 (0 0) � o M M t) t0 r f, ad 0) 0)06 4 N io M pp � Ct? 00 • `�+ r� r7 r� 07 r� r7 M M r� r� cS P Nt 62+00 63+00 64+00 65+00 66+i00 67+00 Y 60+00 61+00 68+00 69+00 70+00 / �,�' A� COURTENAY GLEN WAY Off' °� C ROAD PROFILE '� ���` �3op STATIONS 52+00 TO 69+00 NOTE. HORIZONTAL_ SCALE: 1 "=50'� N SHEET SEE SHEE T 8 OF 10 FOR PLAN VIEW VERTICAL SCALE: 1 "=10' AOF8 10 ECEMBER 21, 200, d IM211 1 V11111 ILLILV - `r-JI.JI HIGH POINT E EV = 454.4 OW POINT EI.EV = 448.0 HIGH POINT SIA = 82+92. 8 HIGH POINT STA = 74+44. 6 L W POINT ST = 77+78. 7 PVI STA = 83+00 PVI STA = 74+50 PVI STA = 77+50 PVI ELEV = 460.00 PVI ELEV = 457.22 PVI ELEV = 445.72 A.D. _ -5.38 K = 74.31 K 40.69 K = 46.67 400. 0' VC 300. 0' VC 300. 0' VC O 00 O d� O dam- oo d-- �+� r` Ln + .= + O + N ¢ 0 0 U U (n 4J (n Lj m m � UU UU Ln N h W W On On U W U W + N O d- N W 2. 0 00 0 If) 0 N 0 P- 0 a o CV) n IM o 1- 1?� 00 o C7 o p) C3 � 4 � L6 � d � 17 � d d � O 1: � � V- ai ,`t�. dam• u u u u dam- u u u u ai u u u u u u co o p� p� OT O OM O O1 f� 17o N t-0000 O O� O N� d �� 00 rnlj to r�� rM0) O C7i N © 't M d to v d= 4 N f N r ai � 00 00 00 00 pp � cTi ® ai O H N - to v � o0 t0 � ¢ 14.E � � -I. �� � �� d � � �}I �} � � d�d� d� d�� df- SCALE 1 "=.rn' v T1 V. 1 14l-NIYI1._ 0601 11 ROADPLAN4.DWG J �V V cO JHttl 9 of 10 DATE DECEMBER 21, 2006 e 400. ' VC 250.00' VC ELEV = 300. POINT EI.EV 0' VC = 439.9D 250.00' VC ELEV = I HIGH POINT 444.20 r I.OW HIGH POINT 444.34 ---■- OW POINT EI.EV = 437.2 __ LOW POINT STA = 101+46. 8 HIGH PO1 T STA = 1 4+03.68 50.00' VC L W POINT STA= 95+22. 0 Ln 00 0 00 PV STA = 98 75 O m + +c\I PVI STA 101+50 �' + + PVI STA = 104 25 O � PVI S A = 106+68 64 PVI STA 95+50 + � -It + ,= h d- PVI ELEV = 44 .40 O O o O PVI ELEV = 437.51 O ¢ O d PVI ELEV = 44 .82 '� + 00 o PVI ELEV = 435.18 PVI ELEV = 433.87 r d- rn I- d D.=-7.0 � d- — d- A.D. 6.62 D.—-8.1 'n o d 2.35 A.D. 6.79 Uy w 6i K — 35.27 Ld w K = 5.33 cii �w� Cw = K 30.63 ►A.D.D 0 63.71 _ K — 58.93 c� c� > ww mm w LLJ+ ¢ Q w 42 t^ 0 to 00� M O 0 O N 0 G) 000 tLO 000 ® ul � � fli 0; u u u u u u u u u u u u u u 00 �1 t0 O (`� 00 N [� 00 to � O W �— to O N O N tD r� N r- O O cfl 0) �— O ^ C3) .-: N ^ O 00 6 O W v7 O ►� � r- OD U7 N t7 N N N M �- r7 I`� M r� d r ¢ .� d d d d d d ,� d 00 n r 4 r7 d r� � M r� d .� � -t -4- � d- tD d . 4 � d- N d 0i r7 cD r7 trj r7 p M -q Mst d d d d .� d d d d d d d d „� d t d, �} �} d �t d d �y -It -t .� SCALE 1 "=50' W IL affam 5649 �� 1 �SI�NAL �yCs JOB NUMBER 06-01 1-00 DWG. NAME 06011 iROADPLAN4.DWG 10 0f 10