The URL can be used to link to this page

Home My WebLink About20190327 Ver 1_18-08-0007_NoSurvey_20190307Projeet Trackiig No. (I�rternnl Use� 1 g-�g-000% �"'w� � ��` �t� �,�► t�,�,.,r �, ^.'r'��k"° �" .� a �° -� ri HISTORIC ARCHICTECTURE AND LANDSCAPES NO SURVEY REQUIRED FORM This form only pertains to Historic Architecture and Landscapes for this project. It is not valid for Archaeological Resources. You must consult separately with the Archaeology Group. PROJECT INFORMATION Project No: County: Anson WBS No.: 17BP.10.R.130 Document CE T e: Fed. Aid No: Funding: � State ❑ Federal Fe�ler�l � Yes ❑ No Permit Permit s : T e(s : Proiect Description: Replace Bridge No. 80 on Sr 1120 (Dickie Little Rd) over N Fork of Jones Creek SUMMARY OF HISTORIC ARCHICTECTURE AND LANDSCAPES REVIEW Descrintion of �'eview activities, results, an�l conclusions: Review of HPO quad maps, relevant background reports, historic designations roster, and indexes was undertaken on September 4, 2018. Based on this review there are no NR, DE, LL, SL or SS in the Area of Potential Effects (APE). There are no structut�es over 50 years of age except Anson Bridge No. 80, which was constructed in 1960. However the bridge lack the level of significance or architectural integrity to warrant fitrther evaluation. No Survey is required at this time. Whv the �vailable information provitles a reliable basis for reasonablv prerlictin� t/zat there are no uni�lenti�ed siQnircant historic architectural or lnnrlscape resources in the proiect nrea: Using HPO GIS website and county tax data provides reliable information regarding the structures in the APE. These combined utilities are considered valid for the purposes of determining the likelihood of histocic resources being present. SUPPORT DOCUMENTATION �Map(s) ❑Previous Survey Info. �Photos ❑Correspondence ❑Design Plans FINDING BY NCDOT ARCHITECTURAL HISTORIAN Historic Architecture and Landscapes -- NO SURVEY REQUIRED � NCDOT Architect�{ral Hi Date Historic Archi(echu•e and I,andreapes NO SU2VlsY RGQU/RED fm•�u for h�finor 77•anspo� (a�iai Projecrs as Oualified in die 2007 Prog�•avimatic Agreeine�u. Page 1 of 2 His�m�ic Archirechu•e nnd I,and.scnpes NO SU2VGY RIOU/RIiDJornr Jor Mi��or !7•unsportatia� Project.c as Qxcdified n� tl�e 2007 Progra��n�a�ic Agreemenl. Page 2 of 2 0 � � • • 0 � • � � ., � � � � � � � � � � � � � W � � _—___-� � _--- � -- __ �� ___- TO 1�IC 109 �' � _ __� � _� � _ --_ — � � � � � � 0 � � a � � � 0 � � O � m � / � _ � � ao � Q � � o� � �� O � � N � � � � �� LO�� / ,; i '�� --- ' , / � �'� / / /R 1) - / ; , ; RD �S � /� / o $E��Ei / / � � ; /�� ,% ,= � �; i •� THIS PROJECT IS 11tOT WITHI11t A11tY MUIVICIPAL BOUI�DARIES. CLEARI11tG 01� THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �� I ��I � � ��I �� LOCA TI01�: BRIDGE #030080 O VER J01�ES CREEK 01� SR 1120 (DICKIE LITTLE RD) TYPE OF WORI�: GRADII�G, PA VI1�G, DRAII�A GE, £� STR UCTURE � �— NAD 83 NA 2011 I �, � � � ; �1 I �, 1 ,,� ^I I DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH PLA11�S PREPARED FOR THE 1VCDOT BY: HYDRAULICS ST` T STV Engineers, Inc. E1�GIIVEER j�/ �� 900 West Trade St., Sulte 715 C�-d'/'l/Ji Charlotte, NC 28202 20 10 0 20 40 ADT 2014 = 260 LE11tGTH OF ROADWAY PROJECT WBS 17BP.10.R.130 = 0.093 MILES Nc ��ense Number F-og9� �� o� �oap�y �Qo � ADT 2 02 5= 52 0 2018 STANDARD SPECIFICATIONS Qp �o PLANS LE11lGTH OF STRUCTURE PROJECT WBS 17BP.10.R.130 = 0.007 MILES � �� D HV = N/A P.E. � a 20 10 0 20 40 TOTAL LE11tGTH OF PROJECT WBS 17BP.10.R.130 = 0.100 MILES SIGNATURE: � o D= N/A RIGHT OF WAY DATE: NIKKI T. HONEYCUTT, PE ROADWAY � a T = 6% AU G U ST 14 � Z O� O PROJECT ENGINEER DESIG11t ��p o �Q�� PROFILE (HORIZONTAL) E11tGI11tEER °� �rap��Q V = 55 MPH 4 2 0 4 8 NCDOT CONTACT: GARLAND HAYWOOD, PE LETTIIIIG DATE: CLARK E. GROVES FUNC. CLASSIFICATION: APRIL 3� ZO�9 PROJECT DESIGNER LOCAL Division Bridge Manager PROFILE (VERTICAL) PE SIGNATURE: �� U�� ,� �� See Sheet � A For I ndex of Sheets See Sheet � B For Standard Symboloqy Sheet I1�DEX OF SHEETS SHEET NUMBER 1 1A 18 3 4 TMP-1 X-1 THRU X-5 SHEET TITLE SHEET INDEX OF SHEETS+ GENERAL NOTES, AND LIST OF STANDARD DRAWINGS CONVENTIONAL SYMBOLS SUMMARIES AND TYPICAL SECTIONS SHEET PLAN AND PROFILE SHEET TRAFFIC MANAGEMENT PLANS CROSS-SECTIONS GEI�ERAL 1�OTES GENERAL NOTES: GRADE LINE: GRADING AND SURFACING: 2018 SPECIFICATIONS EFFECT I VE : 01-01-2018 THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. CLEARING: CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. SUPERELEVATION: ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD. N0. 225.04 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. STAI�DARD DRA WI1�GS 2018 ROADWAY ENGLISH STANDARD DRAWINGS EFF. January, 2018 The foliowing Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this project and by reference hereby are considered a part of these plans: STD.NO. TITLE DIVISION 2 - EARTHWORK 200.02 Method of Clearing - Method II 225.02 Guide for Grading Subgrade - Secondary and Local 225.04 Method of Obtaining Superelevation - Two Lane Pavement DIVISION 5- SUBGRADE, BASES AND SHOULDERS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 11 - WORK ZONE TRAFFIC CONTROL 1101.03 Temporary Road Closures 1110.01 Stationary Work Zone Signs - Mounting Height 8 Lateral Clearance 1145.01 Barricades - Type III SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. N0. 560.01. RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY THE DIVISION. � � � Q 0 � � a � � � 0 � � 0 � m � i � _ � 00 � a � a� �� 000 N � � � � \� � �9� � � � N � N � N �� 9 �� BOUNDARIES AND PROPERTY.• State Li ne ---- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument � Parcel/Sequence Number i23 Existing Fence Line -x x x- Proposed Woven Wire Fence � Proposed Chain Link Fence � Proposed Barbed Wire Fence " Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary WLe Existing Endangered Animal Boundary EAB Existing Endangered Plant Boundary EPB Existing Historic Property Boundary HPB Known Contamination Area: Soil �' S �' - Potential Contamination Area: Soil -� S �- Known Contamination Area: Water - �' —W— �' - Potential Contamination Area: Water -� W �- Contaminated Site: Known or Potential �' � BUILDINGS AND OTHER CULTURE: Gas Pump Vent or U/G Tank Cap O Sign � Well ° W Small Mine � Foundation 0 Area Outline Cemetery fi Building School � Church � Dam HYDROLOGY.• Stream or Body of Water Hydro, Pool or Reservoir � � Jurisdictional Stream �S — Buffer Zone 1 Bz � Buffer Zone 2 Bz 2 F I ow Arrow � --- --- Disappearing Stream �--- --- S p ri n g �--��-�_---� Wetland � Proposed Lateral, Tail, Head Ditch � FLOW False Sump RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — CSX TRANSPORTATION O MILEPOST 35 0 SWITCH i i i i RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point � Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap �i New Permanent Easement Pin and Cap O Vertical Benchmark � Existing Right of Way Marker 0 Existing Right of Way Line - New Right of Way Line R New Right of Way Line with Pin and Cap New Right of Way Line with Concrete or Granite R1W Marker New Control of Access Line with Concrete CJA Marker Existing Control of Access New Control of Access Existing Easement Line New Temporary Construction Easement - New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement � W i� 0 � W in� 0 .�. �— �c� �A, c E E TDE PDE DUE PUE TUE AUE Subsurface Utility Engineering Hedge Woods Line Orchard Vi neya rd EXISTII�G STRUCTURES.• MAJ O R: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall - MINOR: Head and End Wall Pipe Culvert Footbridge Drainage Box: Catch Basin, DI or JB Paved Ditch Gutter Storm Sewer Manhole Storm Sewer UTILITIES.• POWER: Existing Power Pole Proposed Power Pole Existing Joint Use Pole Proposed Joint Use Pole Power Manhole Power Line Tower Power Transformer U/G Power Cable Hand Hole H-Frame Pole U/G Power Line LOS B(S.U.E.*) U/G Power Line LOS C(S.U.E.*) U/G Power Line LOS D(S.U.E.*) TELEPHONE: ROADS AND RELATED FEATURES.• Existing Edge of Pavement - Existing Curb - Proposed Slope Stakes Cut --- �--- Proposed Slope Stakes Fill --- F--- Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal I�EGETATION.• Single Tree Single Shrub � � �♦�♦�♦�♦�♦�II � � Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal Telephone Cell Tower U/G Telephone Cable Hand Hole U/G Telephone Cable LOS B(S.U.E.*) - U/G Telephone Cable LOS C(S.U.E.*) - U/G Telephone Cable LOS D(S.U.E.*) - U/G Telephone Conduit LOS B(S.U.E.*) U/G Telephone Conduit LOS C(S.U.E.*) U/G Telephone Conduit LOS D(S.U.E.*) U/G Fiber Optics Cable LOS 6(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) � � � � Vineyard CONC J CONC WW � CONC HW �--------� � CB O s i � � � O � � �• - - - -P- - - - - -P- - P � � O ❑T � HH - - - -T- - - - - -T- - T - - - -TC- - - - - -TC- - TC - - - -T FO- - - - -T FO- - - T FO WATE R: Water Manhole Water Meter Water Valve Water Hydrant U/G Water Line LOS B(S.U.E*) U/G Water Line LOS C(S.U.E*) U/G Water Line LOS D(S.U.E*) Above Ground Water Line �� O 0 � � ----W---- --w-- W A/G Water TV: TV Ped esta I TV Towe r U/G TV Cable Hand Hole U/G TV Cable LOS B(S.U.E.*) U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) U/G Fiber Optic Cable LOS 6(S.U.E.*) U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) GAS : Gas Valve Gas Meter U/G Gas Line LOS 6(S.U.E.*) U/G Gas Line LOS C(S.U.E.*) U/G Gas Line LOS D(S.U.E.*) Above Ground Gas Line SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line Above Ground Sanitary Sewer SS Forced Main Line LOS B(S.U.E.*) SS Forced Main Line LOS C(S.U.E.*) SS Forced Main Line LOS D(S.U.E.*) MISCELLANEOUS: Utility Pole Utility Pole with Base Utility Located Object Utility Traffic Signal Box Utility Unknown U/G Line LOS B(S.U.E.*) U/G Tank; Water, Gas, Oil Underground Storage Tank, Approx. Loc. - A�G Tank; Water, Gas, Oil Geoenvironmental Boring U/G Test Hole LOS A(S.U.E.*) Abandoned According to Utility Records - End of Information 0 � HH -TV- - - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO 0 � ---c-- --�-- �- A/G Gas � O ss A/G Sanitary Sewer - - - -FSS- - - - - - FSS - - FSS • � 0 ❑s 7UTL 0 UST 0 � m AATU R E.O.I. Note: Not to Scale *S. U.E. _ �� EARTHWORI� S UMMAR Y (I1�1 C UBIC YARDS) CHAIN FROM TO SIDE UNCL. UNDERCUT EMBT+% BORROW WASTE STATI O N STATI O N EXCAVATI O N -L- 12 + 50.00 17 + 80.00 LT & RT 71 2,368 2,297 TOTAL 71 2,368 2,297 LOSS DUE TO CLEARING AND GRUBBING WASTE IN LIEU OF BORROW PROJECT TOTAL 71 2,368 2,297 ESTIMATE 5% FOR TOPSOIL ON BORROW PITS 115 GRAND TOTAL 71 2,368 2,412 SAY 75 2,450 EST DDE 35 CY NOTE: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, Clearing and Grubbing, Breaking of Existing Pavement, and Removal of Existing Pavement will be paid for at the contract lump sum price for "Grading." PAVEMENT SCHEDULE C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5C, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, C 2 TYPE S9.5C, AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 1.5" IN DEPTH OR GREATER THAN 2" IN DEPTH. D1 PROP. APPROX. 3.0" ASPHALT CONCRETE INTERMEDIATE COURSE, TYPE I19.00, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE, D 2 TYPE I19.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 2.5" IN DEPTH OR GREATER THAN 4" IN DEPTH. E1 PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.00, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE E 2 B25.00, AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3.0" IN DEPTH OR GREATER THAN 5.5" IN DEPTH. T EARTH MATERIAL U EXISTING PAVEMENT W PAVEMENT WEDGING ALL PAVEMENT SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE. � � � � 0 � � Q � � � 0 � � 0 � m � � � _ � � 00 � Q � � �� 000 � � �� VARI ES . 3' 10' -i VARI ES _ ! _ VARI ES ,�.� EXIST. GROUND � GRADE TO THIS LINE �: 0.02 Z i i i I GRADE I POINT � ' 0.02 , ---------------Y--------------- � 8.5" � 8.5„ U � [ C TYPICAL SECTION 1 —L— STA. 12 + 50.00 TO 13 + 48.00 —L— STA. 17 + 04.00 TO 17 + 80.00 Z , � VARI ES _ �_ VARI ES _ �_ 3' _,_ 10' _ i 0' TO 9' 6 :1 �•� EXI ST. GROUND � �: C , 0.02 8.5 10' 3' VARI ES �� ?•� � EXIST. GROUND GRADE TO THIS LINE 10' _,_ 3 i- i i I GRADE I POINT � � �.OZ , I 0.0 VARI ES 0' TO 9' 6:� D1 � GRADE TO THIS LINE TYPICAL SECTION 2 —L— STA. 13 + 48.00 TO 14 + 90.43 (BEGIN CULVERT) —L— STA. 15 + 25.57 (END CULVERT) TO 17 + 04.00 VARI ES ?'I EXIST. GROUND Z O � � w 0 J � O _ � `L'i Z O � w � J � O _ � ?'I 14' 6:1 3' � �: _' ' � 14' 6:1 10' � � 10' 3' _�_ i , I � � ! GRADE � PO I NT C1 i , , �.�2 ,� �.�2 , , � E1 � 8'5" D1 � TYPICAL SECTION 3 —L— STA. 14 + 90.43 (BEGIN CULVERT) TO 15 + 25.57 (END CULVERT) � EXIST. PAVEMENT WEDGING DETAIL 3" MIN. 3" MIN. � � � � � � � Q � � L � � � � � m � i � z cr� i 0 L a i � � � �� o� c� o �L �� o L � � � 482 � � � i ' 4 74 470 �•� 462 � -� 454 450 ,., 442 I, ;7 I. .I 430 426 422 .- . � � � �' 414 � � � Q �, � � � �' 410 � � � m � � � = 406� � � 0 L Q i � �� 3 � 402 �� o�� No� �i� �� 9 L 3 � lGN DISCHARGE = 440 C � lGN FREQUENCY = 25 Y � lGN HW ELEV AT lON = 432.6 f > E DISCHARGE = 650 C > E FREQUENCY = l00 Y > E HW ELEV AT lON = 433.6 f =RTOPPING DISCHARGE = 2900 C -RTOPPING FREQUENCY= 500+ y -RT OPPING ELEV AT lON = 439.9 f -E OF SURV EY = 5/3/20/8 . Fl FV AT lnN 13+00 .,��% ,, �, J , � \ �, Js ;;; 69p� , �� 3�74j ��J 4840�/ � ` � � � _ ��_ 14+00 15+00 . � �� z�°/ 16+00 C�T� T ,. ,,,� STV Engineers, IriC. � PROJECT REFERENCE NO _ — _ — _ — _ — — ------ _ _ — 17+00 ..,.----� — — — EXIST l +)l.6/43 % SHEET NO. 5 ��u,uucs GINEER �� Q�°d�� :D FINAL MPLETED �•• 462 . - 454 450 .., ..� . • . 434 430 42 6 422 .• . 414 410 �1. 402 18+00 �� , � O 2.5 5 PROJ. REFERENCE NO. SHEET NO. . 1 7BP. 1 0. R. 1 30 X-1 -� . 75 70 65 '� 60 II 55 50 i 45 40 I 35 30 25 20 15 10 �� 5 0 5 10 15 20 25 30 '� 35 40 45 '� 50 t 55 �-� 60 65 t 70 �- 75 - �� 1�� T�IE ��1�$ ]I$ % � ��T��1�� Q X � � � � � � � � � x i � �� 3 �� N °� �� LO � 3 �� i _ �_� i _ � _ �i = i i i ,- - -� - I - -- i:: - i i , � �- ._i _� . : i I:: 465 _ _ _ - � - - - � 465 _ _ _ _ _ __ . �_ - ._��- --�- -_ _ _�_��_ � - - - - - - - -�- - � � � ��; ,; ; ,;, _ � � , ----___ -- -- -- -- -__ .__------_____ ____.-- - __- ___ _�_------ � � � 460 _; ; �: � � 460 i; i. i I ii, � --------------------------------��\ I I_ � I i I ' � --- - - - � � �� i -�� 455 � ��\ : ' � _____--- - 455 � � -- � _ _ , _ --- - , , � - w - - -- ------ - _ - - - - , � , � 0.059 � ---- . _--------- --- � ------- 8 W , - - � --- 0.11 � , i ! I ��- �.--- � 450 � � � � � � -�- � , - - ; _- . ----- ----- ' 450 � - 451.75 -� � �� ,- : ,,�,, , ,; , : : . , _ _ -� -i -i_ . _ � �. � _ _�_. -- � - i i 'i _ -�- - - -�- - - - - - -� �_ . . . i i : _ : �. ,� i : _ _I . I�_ -_ i - �ii i � i ii. _ �. � 445 470 1-� � � 465 460 --------------------------------- . I 455 I 450 75 I� ' ' �I ' � ' I-1 ' �' I� =1 � 1= 70 65 60 55 50 45 40 35 30 25 20 15 �---------- -------- �■■■■■■■■■ ■■■■■■■. ��■■■■■■■ , ■■■■.■:::: � � � • � 10 5 � 5 10 15 445 I � 470 i�� 465 ____- _- _- - - 460 __- �' I� �' '� �i '� t� ' �$ 20 25 30 35 40 45 50 55 60 65 70 75 455 I 450 I �� , � � � � � Q X � � � � � � � � � x i � �� 3 �� N °� �� LO � 3 O 2.5 5 PROJ. REFERENCE NO. . 1 7BP. 1 0. R. 1 3( -� . 75 70 65 '� 60 II 55 50 i 45 40 I 35 30 25 20 15 10 �� 5 0 5 10 15 20 25 30 '� 35 40 45 '� 50 t 55 �-r 60 65 t 70 75 _ I 450 � � �� 450 ; �o I _ : � � - _. _ _. w � � 445 6:1 0.040 � 0.05 W - - -__ - _ _ . � �_ _ 1 5 6,� . _____ � 445 � � � � ---------____-- _- , ._ _ - _ :_ _ -__ _, - , __- - . ------- - `L� - - - - _ . , , _�_ ___ ' �- - ? --- �� ------------------------------------------- --_, �� ---- ------_______�`\ •� ,,-� � �--------------- �. , 440 - - - � ?•� �� 442.94 �� ,�� \� �/ 440 � 440.51 �'.' �\ �� - - _- �._- __ __ - _ _ _-_ __-_ __ _ -- _ _ __ _ __-_ __� - -�- - - -r - - - - - - - 14 -�- 0 0 _ _ _ _ _ _ _ -�_ -� _ _ _ _____ ._. 435 - �- I -_ _ _ _ -- - - - - - - - - _ _ 435 - - __ _ _ - _ _ _ _ � _ _. � : � , , , , _ _ _ , _ _ _ __ _- - - - - -- - - - - - - - - -- - - - , - -- -- --- _ -_- _-_- _- - - - - -_- _-_- _ _ - - - - - - - - - - - - _ - - - = = - _� I � � ��i i� i i�. i _ _ _. _ _ _ __ _ -- _ _ _ i � � -- - - � : � - - - : _ _ _ _ _ __ . �_ - ._��- --�- -_ _ _�_��_ . : - - - - - - - -�- - _�_ � i � - ,;� ;� � ;�, � _ � � i 455 � ' ' ' ' � , ' � 455 ii�� 450 445 �-�-� 440 �, � , . , 00 _ � : : , : , �` � 450 � � � ------------� , W , � -- --- _ W _ � 0.040 � � � 0.076 � - �•, - - - - --- -------------- � i � � \\�� //- ---- --__--_._.��--- A. -'�i--.�._,^\ ��,/ � 1 j _— � .----------------- 445 : : ; 446.03 �'��_ --�- �� ' � � � � �� - _ \ � : ��__- � � _ . : ; ; _ � i i i� i� . � i : � : � ��i� � � 440 13�50 � �� : �: � � 460 � �-;;;: -- - - - - i i 455 ----------- --------------------- —� � � � \ \ 450 � � � � I 445 „� 75 I� ' ' �I ' � ' I-1 ' �' I� =1 � 1= 70 65 60 55 50 45 40 35 30 25 20 15 , � N W � i �1 n�n � 10 5 � 5 10 15 � 460 i�� 455 � ------ 450 �' I� �' '� �i '� t� ' �$ 20 25 30 35 40 45 50 55 60 65 70 75 445 I „� �� , � O 2.5 5 PROJ. REFERENCE NO. . 1 7BP. 1 0. R. 1 3( -� . 75 70 65 '� 60 II 55 50 i 45 40 I 35 30 25 20 15 10 �� 5 0 5 10 15 20 25 30 '� 35 40 45 '� 50 t 55 �-r 60 65 t 70 : : . , _ _ ; -i -i_ . _ � �. � _ _�_ -- � - i i 'i _ -�- - - -�- - - - - - -� �_ . . . i � : _ : 1. ,, � : _ _I . I�_ -_ i - �ii i � i ii. -: _ �. -� � : �_�- .-��_;�__�_;-_� �_i�_�_��_�: ' 75 _ I �� i _ �_� i _ � _ �� _ i i i ,- - -� - I - -- i:: - i i , � �- ._i _i�i . : i � �:: I. 450 _ � � O � 445 ; I , �� _--.---.--. M ----.- --- ' � 445 li i; i i N I I i;, � � � , ; 0. 016 0. 02 0 __; -- � i � i i i_ � l l � � . . : : 6:� 6� 1 440 �. �, � � 440 `L.1 . ?,• �� I ; --� - - -- - - --_ ------`___ � ---------------- � -- - -- -- -- :--_ __ _ _ - _ _ _ -- -- -- �.�-------- ---- �� 435 � � � �� \ �_-_-- -_,,----� �----------------- 435 . � � / �i � _ � � ; , , / _------__ � / . -_ � � � � � \ / �� / _ � �� ` /� I I v I I i I i i i i I i i i i I i i i I I �� /� I \ � / i � � / � � / ' � / � / / 430 430 � � i i�fii �� ifi i � i i i i � �� i i 450 �� 14 � 90.43 BEGIN CULVERT � � � � Q X � � � � � � � � � x i � �� 3 �� N °� �� LO � 3 450 � � 450 1-��. � � �-- - - - - �� _. __�. _. � ' - 445 - � 445 6:� 0.035 d' 0.035 . � 6�� ' W � 1 W 440 � . . �� ' � �' ____L--------------1 ?�� 440 _ - - - - --- - -- - -- - --- - -- - - � - _ - - - � ---- ---- ---- � ------------------------------------- ---- -----,\v�, 440.08 � -------___________-------------- � .� 437.06 437.62 435 -. . . � �. � 435 I 430 75 I� ' ' �I ' � ' I-1 ' �' I� =1 � 1= 70 65 60 55 50 45 40 35 30 25 20 15 10 5 � 5 10 15 �' I� �' '� �i '� t� ' �$ 20 25 30 35 40 45 50 55 60 65 70 75 430 I CS) � C'� N C9 � 75 70 65 '� 60 II 55 50 i 45 40 I 35 30 25 20 15 10 �� 5 0 5 10 15 20 25 30 '� 35 40 45 '� 50 55 �-r 60 65 � 70 � 75 _ I � � _ _ _ _ _. _ _ __ : : . _ - - - - - - - - - - - _ . � � � � � � � � � � , , , _ _ _ __ _ _ � - -- - - ------- -- --_ _ _ __----- _ �_. -i -� -�_ -- - - - - - - _ i � �_ _ _ __ _ � _ __ _ _ _ - - _ -- _ _ _ _ __ ____ __. _ 450 - - _ - _ ' 450 - - - - -- - -- _�_ _ ; ; i i i i i; � -�- - - -�- - - - - - -� �_ , -- - - - - - - - - - -�- - - - _ __ _ __. . _. 445 _ � I _ _ _ _ -- - � - - - - - - - _ _ _ 445 -- -- _ _.- i � _ _ � - __ - _ _ , _ _ -- - - 0. 002 � 0. 02 0 _��_. _ _ _ . 6: � _ - - - -_ _ 6 :� - . _ _ 440 _ _� _ _ 440 _ _ _ _ - - - - --_ _ _ `L'• ��► r-r-I � �� -r�-I�!fi ?'% _ - - -- -- --- - -_- _-_- _- - - -- _ : � -H - - - - - ; � � � � , , � - ---- i ��-- - ---� I i �---___ - � i 435 --------------------- �' -------- ---- . �� , � 435 --- \ / � � �� ____ ?�'.` \� � �-� �/ \��-____--__-------- -_ •, , , i , i _ � � � � �� _ \ �- � � � �/ �� --f -r- i i i 430 : 4 3 3. 4 8 � � � � 430 ii i; I � ii, � � -__ _:-, i I i I _ I I i i i-- ---- ---- ---- ---- - i : : i �I 425 � : 1 � � � � . � � � � 425 ' !, !, ' ,I I ' EN D CU LVERT � � � � Q X � � � � � � � � � � x i � �� 3 �� O � � N O� � � � �� LO � 3 I 450 � _r � M 445 - � -- -- - - - N _ , 0.012 � 0.020 6 :� 6� � 440 �'1 ��-r�-I�-r-r�hrt �-r1 �-m-��-r��-r-r �-r-r-I�-m-r ?•% - -- - - - - �-� , � � � w W �� - �-___.-.-----J �-. . 435 ,� 437.19 � , ,�--____�. � � I � � 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 450 I 445 I 45 50 55 � 440 �� --------------- 435 60 65 70 75 I I CS) � C'� N C9 � � � Q X, � � � � � � � � � � x i � �� 3 �� O � � N O� � � � �� LO � 3 � 75 70 65 '� 60 II 55 50 i 45 40 I 35 30 25 20 15 10 �� 5 0 5 10 15 20 25 30 '� 35 40 45 '� 50 55 �-r 60 65 � 70 � 75 _ I � � 445 I „� ---------------------------------------- 435 _ _ �_� � '' 430 I - -- i.. i i � i �- ._i _�_. . I ' I.. 450 - - _ - � - - - � 450 _ _ _ _ _ __ . �_ - ._��- --�- -_ _ _�_��_ � - - - - - - - -�- - � � � ��; ,; ; ,;, _ � � 445 ; ; ; , . , ; , ' � 445 ii i; i i M I i�, � i � i i i_ '� i i , � � i i � � --- - O - : __� __ . .: : i � 440 ' �. �, � �. � � : 6;1 0. 02 0 �' 0. 02 0 6:1 � 440 � - - - , : � - ,1 w w � ' , � , ' . � -- T -- - _ : _-- . - � ' --- � � � ? � � --- --- � � � � � � � �------------------- ___ � � � 435 - --------------------------------------- - ��/ 437.30 \��-�----- ---- ---------------------------------------. 435 ---_� ,� - `L' _ � � � � �' 433.26 , , � 430 : , , � � � 0 0 � . . � ; 430 , ; ' ' 445 �, , , � � � � : : : : : � i i � � �. i � O - i - -------------_ O _- ---- --- -- i � � i; i � � i i -, -- w0.020 � 0.020 w 440 � � � . •� �---------------�_ ?'� ti _ _ -_ ----_.__---___.__ ,�- -_� ----- ' 438.02 � —_____ , � 435 ___________________ � _ �- ---- -- , �� _ ___ __ _ iliiilill - �•1 - -- - - ------- -- --_ _ _ __----- _ � � ; - - 434.30 _ _ _ __ _ � __ __ - _ - _- _ _ __ _- __ - = 16 -�- 5 0 430 _�_- - - --- - -- ; - i i 'i _ -�- - - -�- - - - - - -� �_ -- - - - - - _ _ _ _ _ -- - - - - - i i - _. __ _ _ . . - - _ _ _ _ ' - : . . � i _ _. _ __ . , . . . . . , _- - - - - -- - - - - i � - -- -- --- - --- ---- -- - - - - --- ---- - . _ _i . �J_ -_ � - - - - - - - - - I �II I � I II' _ _. -. . . _ . 450 � � 450 1-��: i i �� 445 M 445 � � , �r � � 0.010 d' 0. 02 0 440 , - 6: 6' 1 � _. 440 _ �_��i� W -i�-I-�I�-��I�-��-I�_��i_I-�� W �_ _ �•1 � _�-.--------------� ?�� ----- -- 2 -- -- _____ 435 435 ------------------------------------ �� _ �� 436.99 � , -- ----- --- - � � � � _ � i _ _ � � � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - -- - - ------- -- -- - - _ ��I 434.00 `L�1 � , �� 432 . 75 ; 430 1 � � � n 430 75 70 65 .� 55 50 45 .� 35 30 25 20 15 10 5 � � 5 10 15 20 25 30 35 .� 45 50 55 .� 65 70 75 �� , � � � � � Q X � � � � � � � � � x i � �� 3 �� N °� �� LO � 3 O 2.5 5 PROJ. REFERENCE NO. . 1 7BP. 1 0. R. 1 3( -� . 75 70 65 '� 60 II 55 50 i 45 40 I 35 30 25 20 15 10 �� 5 0 5 10 15 20 25 30 '� 35 40 45 '� 50 t 55 �-r 60 65 t 70 75 _ I 445 � � �� 445 : � � . ------------------------------- - -_ W ---------------� 440 ----__ � __-1--- �-, ----- . 440 - --- -- - --------� - I l � i 440.77 � � - �---_---------------__- ---------------------------- - -- - - --- ---- -- --- - - --- ---- , _ , �. _ _ _ __ : . _ __ _ _ _ - - -- _ _ _ __ ____ __. _ _ � 8 + 0� 435 - - _ - � 435 _�_- - - --- - -- ; - , i i 'i i i i _ -�- - - -�- - - - - - -� �_ -- - - - - - - - - - -�- - -� - _ -- _ ;- --- - - - - -- - - - - - - - - - - - - - -- I, I I - - __ _ _ . 1 - - - - � _ _ _ _ ' ` 1 f � _ , , , � _ _ _ � _ _ _ __ _- - - - - -- - - - - - - - - -- - - - , - -- -- --- _ --- ---- -- - - - - --- ---- _ : _ -_ - - - - - - - - - - - - - - - - - - _i � i i � �ii i � i ii. i _ _ _. _ �. __ _ -- -. 445 _ _ _ _ � : - - - � 445 _ _ _ _ _ __ . �_ - ._��- --�- -_ _ _�_��_ � - - - - - - - -�- - � � � ��; �; ; _ ;;, _ _ _ � ; , 440 ------------------------- ---- 0.047 _ 0.007 � 440 _______________ � ___-- ---_ _____------------------------------ ------ --- �-_ ___------- -- I 435 I445 - � � 440.45 �- ----- -_--- � � � � n n ' 435 440 ------------------------------- , � , . i �.� u. ___ �, -_ - -__ _- -_ - --__ __- _ � ____ I 435 445 440 ' '_` ' � � � - - - - - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 435 I 430 75 I� ' ' �I ' � ' I-1 ' �' I� =1 � 1= 70 65 60 55 50 45 40 35 30 25 20 15 10 5 � 5 10 15 �' I� �' '� �i '� t� ' �$ 20 25 30 35 40 45 50 55 60 65 70 75 430 I � 439.97 17�50 445 I 1•� ' ' , , , , , , , , , ' 440 _, - ---------------------------- -_ _.--------------- _______- � -- - -- - 435 445 � o� o� ' M w 0. 02 0 � 0. 02 0 w 440 .� --------------- ___ ?'I - --- � �• ��- �\ - , , _ _ , _ . _ , _ , _ , - -- - � - -- - � �--�� 438.97 � -----1---------------------------------- ----------- �� i�� •. 435