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HomeMy WebLinkAbout20171365 Ver 1_Build Maps_20171026•� See Sheet � A For I ndex of Sheets See Sheet � B- 1 For Conventi onal Symbols -Y50- � RAEFORD RD. -Y52- CHILTON DR. -Y51- KATONAH DR. � -Y53- GRANDVIEW DR. � ` -Y2- � �R� Ft01 FESTIVAL DR. BEGIN TIP PROJECT U-4405\ -L1- STA 95+00.00 � PROPOSED SIGNAL ��°'��� ��� ���>>� ����������°'1�� �������,������� l� � `�%� � � �� ��`�T � , � , � � ��� ��[ �� �0,1�� � LOCATI01�: US 401 FROM WEST OF HAMPT�1� OAKS DRIT�E TO EAST OF FAIR WA Y DRI VE I1� FA YETTE T�ILLE � TYPE OF WORI�: GRADII�G, DRAII�A GE, PA VI1�lG, SIG11 tALS, RES URFA CI1�G, S TR UCT URE, a RETAI1�I11 tG WALLS, C UL VER TS, A1�D 1�OISE WALLS J BEAVER CREEK � � 12 13 � -Y9- -� � � .: �, L L D ��L- SR 3569 (RAEFORD RD:���� V, -L1- STA 115+65.00 = -L- STA 15+65.00 2$ -SR1- -SR3- 6 5 -SRZ- Y1- �r,� �AMPTON �t � � ��` '�, , OAKS DR. �'? - ' � � -Y4- GRAHAM RD. SANDALWOOD DR �— -Y16- SR 1226 (DURANT DR.) LL�J �-- �. GLENSFORD DR. ` 1 7 BRIGHTON RD. ��� � J�� c' �i o _ �-Y18- SR 1116 (EUCALYPTUS RD.) -YS- — STRICKLAND BRIDGE RD. -Y4- -71ST SCHOOL RD. � AEF�R� RD, ,\i} i � ,L- SR 3569 `R � •� , : •� �- �� � • ` � • � • - dl�l�� . � . ' � N �$ MONTCLAIRE RD. � � � �� 1�, _ _ _ ___ 4_ _�� - � �, a � � I_L- SR 3569 (RAEFORD RD.) �� 1� 'I � __-�_ UNNAMED�, �U �� � TRIBUTARY � -Y23- -Y21- SR 1378 SR 3083 (SCOTLAND DR.) (S KENLEIGH DR.) -Y7- ---' NC 162 (BUNCE RD.) END BRIDGE- -RPB- STA 27+20.21 20 21 FERNCREEK DR.- -Y25- —/ SR 1219 (IRELAND DR.) -Y26- � FAISON AVE. -Y 10- � BINGHAM DR. -AA- ALL AMERICAN EXPRESSWAY -Y11- � REVERE ST. � � -Y31- TWIN ACRES DR. �-RPB- BEGIN BRIDGE ,� -RPB- STA 26+35.80 �� �\ -Y29�\ � McPHERSOf� D. _ \�.. -AA- ALL AMERICAN EXPRESSWAY -Y30- — OWEN DR. 3 O � �Z N p �� m ** A DESIG11l EXCEPTI011t FOR LA11lE WIDTH IS REQUIRED FOR —L— STA. 38 + 95.00 TO U STA. 319 + 95.00 � �. 0 � � U Z � O N Z � � z � i� , �— -Y12- WILDWOOD DR. CAMBRIDGE ST FAIRFIELD RD.- 2� � -Y 13- US 401 BYPASS - (SKIBO RD.) ,�" UNNAMED �TRI BUTARY m,, - „ I -Y14-- DUKE ST. EMELINE AVE. -Y36- �STARHILL 2 GREENLEAF DR. -Y 15- � POMPTON DR. O W CINDY DR. �� m r° W � � W . ,_ � z � 2 � � END TIP PROJECT U-4405 -L- STA 324+00.00 �� WILLBOROUGH AVE. ��' RAVENHILL DR. �26 -Y40- � EXECUTIVE PL. '' � ^-L- SR 3569 (RAEFORD R��� �`r, j��) � I � '� 1 -Y35- ! �,'•, � ��MARLBOROUGH RD. � FORSYTHE ST: -Y39- PURDUE DR. ABERDEEN & ROCKFISH RAILROAD CAPE FEAR RAILROAD ,`O� ,7. ,;, ' -Y44- � FAIRWAY DR. � � -Y43- \ ROBESON ST. �\ � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED GRAPHIC SCALES DESIG11t DATA PROJECT LEI�GTH Prepared In the Office of: HI'DRAULICS E11lGI1VEER 1616 EAST MILLBROOK ROAD, SUITE 160 �,,,..�����►►.,,,, ADT 2018 = 63,�50 RALEIGH, NORTH CAROLINA 27609 ',.•`'�o�;E�'ss o.`.'�9'•-, 0� �OQ�G,� 50 25 0 50 100 ADT 2038 = 70,975 LE11lGTH ROADWAY TIP PROJECT U-4405 = 6.231 MILES (919) 876-6888 NCBEES #F-0326 '��oSEAL�9�.' • �� �� TOTAL LE11lGTH TIP PRO ECT U-4405 = 6.231 MILES ' � zo,a� � K = � O% � 2018 STANDARD SPECIFICATIONS �..�' F i NE ��.. � �Q ,o PLANS =-..�����"�....�����.-. � D = 60 % ���°' � ��� �� "'°�� * � P.E. � � SIGNATURE: ,r r ,� 100 25 0 50 l00 T= 3��o* RIGHT OF WAY DATE: CLINTON J. MORGAN, PE � o PROJECT ENGINEER R OAD WA Y DESIG11l V— 50 MPH JULY 29, 2016 ���������--. � � PROFILE (HORIZONTAL) *(�ST =1% & DUAL = 2%) ``pPj�F csR��•�., E11tGI11tEER �� Q _ `�ePOSEAL 029�?9' �� O�� l0 5 0 10 2p FUNC CLASS = LETTI11IG DATE: IAN BERDEAU, PE -; �24929 := o� �� p��Q U RBAN ARTE RIAL 1VCDOT C011lTACT: LA URA SUTT011t, PE CPM J U LY 17, Z O� � I'ROJECT DESIGN ENGINEER ;�'�1'N F/yGINE�P�P?•' PROFILE VERTICAL REGIONAL TIER ,,�N � Ma��� 1 � ��„„�,,,�� P.E. SIGNATURE: BOU11lDARIES AND PROPERTY.• State Line ----- ----- County Line Township Line City Line Reservation Line Property Line Existing Iron Pin � Computed Property Corner � Property Monument 0 Parcel/Sequence Number �23 Existing Fence Line -X X X- Proposed Woven Wire Fence e Proposed Chain Link Fence � Proposed Barbed Wire Fence '� Existing Wetland Boundary - - - -W�B- - - - Proposed Wetland Boundary W�B 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 ° 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 --- --- Spring o������_---� Wetland � Proposed Lateral, Tail, Head Ditch �—�� � FLOyy False Sump � �����.,� �` � �_ `�� ��_<''� ����� � ; ���c�_� ���� ���__ �`T `�� .� ����������� ����� ��������� _�r, �\ \i1v� � � �-� RAILROADS: Standard Gauge - RR Signal Milepost Switch RR Abandoned — RR Dismantled — Note: 1�ot to Scale *S. U.E. _ CSX TRANSPORTATION O MILEPOST 35 0 SWITCN �— �— �— �— RIGHT OF WAY � PROJECT CONTROL: Secondary Horiz and Vert Control Point ♦ Primary Horiz Control Point 0 Primary Horiz and Vert Control Point � Exist Permanent Easment Pin and Cap 0 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 C�A 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 ROADS AND RE�4TED FEATURES: Existing Edge of Pavement — Existing Curb — Proposed Slope Stakes Cut - Proposed Slope Stakes Fill - Proposed Curb Ramp Existing Metal Guardrail — Proposed Guardrail = Existing Cable Guiderail — Proposed Cable Guiderail — Equality Symbol Pavement Removal T�EGETATION.• Single Tree Single Shrub � W i� 0 � W in� � .�. �— �c� �A, c E E TDE PDE DUE PUE TUE AUE C F CR � ����������i � � Subsurface Utility Engineering Hedge Woods Line Orchard Vi neya rd EXISTING 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: 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 B(S.U.E.*) U/G Fiber Optics Cable LOS C(S.U.E.*) U/G Fiber Optics Cable LOS D(S.U.E.*) r.�.-�-.�.-�.�.3�.�.�-.�.-� � � � � Vineyard CONC J ��N� WW I ` WATER: 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 TV: �oN� Hw � Pedestal - - - - - - - TV Towe r �________� U/G TV Cable Hand Hole U/G TV Cable LOS 6(S.U.E.*) � CB U/G TV Cable LOS C(S.U.E.*) U/G TV Cable LOS D(S.U.E.*) O U/G Fiber Optic Cable LOS B(S.U.E.*) s U/G Fiber Optic Cable LOS C(S.U.E.*) U/G Fiber Optic Cable LOS D(S.U.E.*) � � O ❑T � HH - - - - T - - - - - - T - - T T� - - -TC- - T� - - - -T FO- - - - -T FO- - T FO GAS : Gas Valve Gas Meter U/G Gas Line LOS B(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 -w- - � A/G Water - -TV- - - TV - - - -TV FO- - - - -TV FO- TV FO � � — —c— — G - A/G Gas OO O ss A/G Sanitary Sewer - - - -FSS- - - - - -FSS- - FSS • � 0 ❑s - ?UTL 0 UST 0 � � AATU R E.O.I. �T S U C � C n � L: C � ��.._ � 5' 2' q' Vq R° �9°l T ` � 3 o /) .02 � l g o` -� � 3��� ; v AR ° S � VARIES II'-12' Q � w Z J _ U C3 Q � ���� U � R� D2 E2 GRADE TO THIS LINE NSET USE I NITH TYPICAL SECTION I —L— STAa 15+65000 TO —L— STAo q4+47a18 —L— STAo q6+20o00 TO —L— STAo 62+83012 V A R° �qa I l � 30 /� q a\ � � 3 0\l v AR o � 10' U U w w zz � � _ _ U U � � a a � � II' C' % S T Rl p E2 6' 2' II' w� 10' 2' 5' q' Vq R `' o ��° � T � 3a a /) .02 � q o` � � 3 0\1 � �1 AR ° l � S � aa W W zz �� _ _ U U QaVARIES � � I I' — I 2' (C3 � Rl D2 E2 �.—L— (RAEFORD ROAD) VARIES VARIES 9025' TO 9025' TO 20025' Iqo75' II' II' GRADE �� POINT � .�6�� 6��� � R2 � ��� I I �.025 U E2 GRADE TO THIS �INE U q, w z � 6" _ l05' � V �R° �qol T � � 3o IJ .02 � o� � � 3 °11 '� �1 AR ° l 4 � S T R1 NSET 2 E2 USE INITH TYPICAL SECTION 2 —L— STAo 201+q0o85 TO —L— STAo 220+73087 VqRo �90� o T� 3 o /� q �\ � � 3 a\l � AR a � 0' % [C�. _� T Rl D2 E2 , • � . � � , � T E2 .025� y VARIES II'-12' m W z � —L— (RAEFORD ROAD) _ U VARIES VARIESQ Iqo5' II'-12' II'-12' � �� � 6'�-I Wl��� �I I �� �.025 �.025 _ — — — — — — — — �� ,. T U E2 GRADE TO THIS LINE R2 (Wl) (C3) .025 � .025 � �' —--—�----- T E2 � GRADE TO THIS LINE TYP CA� SECT ON I —L— STAo 15+65a00 TO —L— STAo 76+q5o00 m m w w z z � � _ _ U U � � a a I I' � � I 0' 2' C 4 a\ � � 3 0\l v AR o � ------— -----_ � ' �� �QR ° �4°� To 30 �� 4" SOR2/ PVC U D2 Rl T S coNouir oR eErrER GRADE TO THIS LINE E2 NOTEo IF INARRANTED9 GUARDRAIL WIL� BE T Y P C A � S E C T I O N 2 PLACED AT THE FACE OF CURB —L— STAo 76+q5o00 TO —L— STAa 137+Oqo00 —L— STAo Iq8+88o00 TO —L— STAo 251+55000 �—�— (RAEFORD ROAD) II' 1605' I I' I I' I I' 5 0 5' I I' I I' 5 0 5' I I' I I' � g�� q, g�� g�� q, g�� R4 GRADE R4 W POINT W � �I I �� .025 .025 �.025 i �� � .025� — - — - — - — - — - — - — - — - — - — — - — — - — — — - - — - — — - — - — - _ � u u GRADE TO THIS �INE GRADE TO THIS �INE TYP CA� SECTION 3 —L— STAo 137+Oqo00 TO —L— STAo 148+88a00 C3) � �� m W z J _ U � Q � 10' 3 ��� ARo lgo��0 � .02 � �� V A R° �qo � T � 3a l� � R� U U T coiv'ouiT� `' OR BETTER E2 NOTEo IF WARRANTED9 GUARDRAIL INILL BE PLACED AT THE FACE OF CURB VARIES II'-12' m w � z J _ U � � C3 II"� _�-'� GRADE TO THIS LINE q o\ � 0 3 a\l � AR o � VQQ , _ 0' 2' q' S' _� ��� NSET 3 USE INITH TYPICAL SECTION I —L— STAo 37+75000 TO —L— STAo 76+q5o00 USE WITH TYPICAL SECTION 2 —L— STAo IOO+OOo00 TO —L— STAo 113+OOo00 � R1 T S _„ E2 NOTEo IF WARRANTED9 GUARDRAIL INILL BE PLACED AT THE FACE OF CURB 3a75' PROJECT REFERENCE NO. SHEET NO. U -4405 2A -2 ROADWAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER ,,,,,,,,,,,,,, ,,,,,,,,,, �`,���H CAR��,'�� :���P�H CqR�,1': ; � �Q�pF ESS1��'r�,� ; ; .��F ESS1�� �, : 9: :Q ��-� SEAL �' SEAL �' 024929 022896 �� ,• �. ` '� � :,.• �•: �� ;: ;�'�j' F!�!GINE�• �P�,�` ' %�y '•FNGINE�C.����. � ��'•.I,��N ,1. � M�e.•`� .,'9� •8 Mo �,.`�. ���������� ����������` DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PAVEMENT SCHEDULE C 3 3" S9o5C D2 q�� ��gaoc E 2 4" B25o0C R 1 2'-6" CURB AND GUTTER R2 I'-6" CURB AND GUTTER R4 MONOLITHIC ISLAND (KEYED IN> s SIDEWALK T EARTH MATERIAL U EXISTING PAVEMENT W1 INEDGING �—L— (RAEFORD ROAD) ' 3075' � GRADE � � POINT � g�� 3, 3, g�� o R4 R4 0 � � �.025 z �.025 .025� z .025� W1 U MED AN �EFT O�ER DETA � USE INITH TYPICAL SECTION 2 AND q AT MEDIAN LEFT OVER LOCATIONS WITH II' TURN LANES AND 3' ISLANDS �T S U C � C n � L: C � ��.._ �T S U C � C n � L: C � ��.._ �T S U C � C n � L: C � ��.._ �T S U C � C n � L: C � ��.._ �T S U C � C n � L: C � ��.._ �T S U C � C n � L: C � ��.._ � � c - - ,. � ; : - � ,- - - � �: - ' J PROJECT REFERENCE NO. SHEET NO. � � �, , --- \ . � -- �_. 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USE APPROXlN1ATE WALL FACE AREA = 12,522 SQFT OFF 36. o� Rr APPROXIMATE VVALL FACE AREA = 6,723 SQFT , EXIST lNG GROUND. USE 2:l FILL SLOPE T 0 -W Ll- ST A l+8� 86 = T HE VV ALL ENV ELOPE DOES NOT ACCURAT ELY � T HE VV ALL ENV ELOPE DOES NOT ACCURAT ELY 2:l FILL SLOPE TO W RAP END OF W ALL -R B- STA 22 00.0o DEPICT T HE ACT UAL FACE OF T HE VV ALL - A� �- srA i4+ .86 = �IRAP END OF W ALL AND TlE TO EXISTING. oFF 36.50' RT -RPB STA 25+ o.00 DEPICT THE ACTUAL FACE OF THE INALL AND TlE TO EXISTING. � OFF 6 50' RT r-�� ��� 22� 2�� 200 190 EL 223.44 - ALLI - ST A +87.86 = - PB- STA 2 +00.00 0 36.50' RT EL = 2/9.85' -V� Ll - ST A 9 37.86 = -R - ST A 20 50.00 OFF 36.50' RT EL 2/8.31' BEGIN RE AlNING W A l - ALLI- 7"A 8+60.00 = -RPB - S A l9 f7/.99 OFF 36.6 ' RT EL = 2/6. 0' ��• �N +n � � ii �� ii ii - HLL/ - J ! H Q 'r'Q / .7V -RPB - ST 20 +00.00 OFF 36.59' T •;;� .;: ,' ` . .� : • '• • • • • . - ALLI- TA 12+37.8 = -RPB- S A 23+50.00 OFF 36.5 ' RT EL=2283' - AL l- STA ll+ 7.86 = -RPB STA 23+ 0.00 OFF 6.50' RT EL = 227.13' EL = 233.26' - ALLI- STA 3+37.86 = - B- STA 2 f50.00 OF 36.50' RT EL = 23/.68' - HL /- J/ H //' -RP - sra 22 - ALLI - T A l0+37.8 = OFF 36.50' RT -RPB- S A 2/+50.00 EL = 225.28' OFF 36.5 ' RT EXIS lNG GROUN � - � �O� �00 �� �� �� �� �� �C �N �N � � ' �� �i �� ii � W LW OP OF W a . � n1 '�� � + N � N cV N �� �� \ �� �� �� ii ZW �� �W - AL I- ST A l3 87.86 = -RP - ST A 25 + 0.00 OFF 36.50' RT EL = 232.6/' - ALLI- TA 12+87.8 = -RPB- S A 24+00.0 OFF 36.5 ' RT , BOTTO OF WALL �� �� �� � � �� � �� �, �N �N + � �O � � �N �N �� �� �� �� �� � �i �W �W I� u � �1 n �J T HE T OP OF ►�IALL lS DEFINED AS T HE POINT �IHERE T HE GRADE lNT ERSECT S T HE BACK OF T HE V�IALL. T HE BOT T OM OF T HE VV ALL lS DEFINED AS T HE POINT VV HERE T HE GRADE lNT ERSECT S T HE FRONT OF T HE VV ALL. USE A W ALL T HICKNESS OF l2" FOR ALL RET AlNING W ALLS V�IHEN DEV ELOPING T HE W ALL ENEV ELOPE. REFERENCE INFORMAT lON lS FROM RET AlNIN� W ALLS AND SOUND BARRIER W ALLS MEMO DAT ED JULY 29, 2005. 9 10 11 12 13 14 240 230 220 210 200 190 -WALL - STA l2+ 1.46 = -RPB- SiA 28+0 .00 BEGIN R r,�NiNc W L 2 OFF 3.97' RT _ qLL2- TA 12+8/.5 = - LL2- ST 11+70. 5= EL = 32.18' -RPB - T A 27+39 OFF 28. 0' RT 2 4 � EL = 2 .90' 230 220 210 TOP -RPB - S A 28 OFF 34.18 RT EL = 23/. 6' WALL - LL2 - ST A l +80.14 = -R B- STA 29+50.00 OF 35.75' RT EL 226.86' - ALL2- S A 11+8/.36 -RPB- ST 27+50.00 OFF 28.00' RT -W ALL2 - S A 13+3/.l0 EL = 233. ' -RPB- ST 29+00.00 OFF 35.46' RT BOTr M OF WALL EL = 229.i � EXISTI GROU D - - - �� 2�� �� . �� N �O � N � �cj N \ o N �� � N i� �� ii � � 9� � W �i �� � W �W .� . 11 12 13 - ALL2- SrA 14+28.74 = - PB- STA 0+00.00 0 F 34.4/' RT E = 224.54' E D RET AINI W ALL 2 - ALL2 - ST A 14+76.93 = - PB- srA o+50.00 0 F 34.00' R E = 222.97' - � � - �� �� � �� O �: N p '�' N �O �N � � �� I I �� �W �W �� 100 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) 14 15 LL-J 240 230 220 210 r �� 190 .� . � ,_:,' � ��� , �, � � `� �', � ��, � �, .�� � �� �, � � ,� �_� v� + � il� �U =� � � r1�� �� � �� �i �i, i ,-, ' I' ''i-;'-, � C�,J ���� t' �� � ��, ��-_�o + �r� r '_ �� ( � I�1 L(_1 +, �, �_���� �L�_ � + +, i �- � � O il� �,c_i 's ��/ - � U. _ 2►_6►► 6►► 2►_�►► ,12" MAX . LEAN GROUT PIF ,. .. �:.� . � . _ �-=- . ,� . .. ,� ••v :. . � �.��'��. � �'. r� \v..'� v ALTERNATE N0.1 � ANGLED SPACER BARS 0 � �� ►► 4►_0►► 2►_�►► °o��D I 10�� �`o�° , ,o�e �e p� . a , e o0e o �6!► °�a � , , o � , e. . . LEAN GROUT .�,� ��. :� .�. �. .� . �. �. � . . _ �—�-= DIRECTION OF FLOW VARIES SECTION A-A i rninru nr nnnTTnin ��/.,�� DETAIL AT END OF PIPE 2►_�►► PROPOSED EDGE OF PAVEMENT ��0 e° a� ��° �°�aQa ° � 7►► . , p o , • , ,•o , e � , o ALTERNATE N0.2 HORIZONTAL SPACER BARS GRATING BEARING BAR : : � � � � i i _ i LL/'11V �IILVV 1 ALTERNATE N0.3 GRATING BEARING BAR CORRUGATED STEEL PIPE WELDED TO GRATE 16 �� 1 3/4 rr �6 rr SPACER BARS SECTION B-B TYPICAL GRATE DETAILS GRAT'' "'�' �2 ►► 10 %2 ►► /2 ►► �'_D/�TTNG TYPICAL COUPLING BAND MODIFIED HUF+nrn BA HUGGER BAND GRATING 10 %2 ►► MODIFIED COUPLING BAND JMINUOS =MENT D D D .. p. D . p D p �. � � p D D . . p D D D D. p. D 6" CONC. � MONOLITHIC ISLAND ° D. p D D D p D . p . D . . p . � D � D' D D p p . . � LEAN GROUT NOTES: 2" ALTERNATE N0.4 BITUMINUOS PAVEMENT LEAN GROUT USE GRATE ASSEMBLIES FABRICATED FROM STRUCTURAL STEEL MEETING THE REQUIREMENTS OF ASTM A 570, GRADE 36 OR ASTM A 36. HOT-DIP GALVANIZE GRATES AFTER FABRICATION TO MEET ASTM A123. USE SLOTTED DRAIN PIPE THAT IS ADEQUATE FOR AASHTO H20 LOADING WHEN INSTALLED AS SHOWN. USE SLOTTED DRAIN PIPE FABRICATED FROM ALUMINIZED CORRUGATED STEEL PIPE MEETING THE REQUIREMENTS OF AASHTO M274 TYPE 2. NCDOT ALLOWS THE USE OF SIMILAR GRATE CONFIGURATIONS MEETING THE REQUIREMENTS OF THIS DETAIL, THE REQUIREMENTS OF THE SPECIAL PROVISIONS, AND THE APPROVAL OF THE ENGINEER. BIT. PAVEMENT — — — — — — — — — � _ �1'-0�" �,P� �„�� • , . O T , � • • �(Q . . • . • ' Q �' . COI• � •' ' •' ' '.•�. . . ' ' a � ', . �,p • • �o, o- :y : � � � � �° � � �� • � � �� PAVEMENT BASE � . . . �� LEAN GROUT PIPE O.D. PLUS 24"+ PERMISSIBLE BEDDING JOINT SLOTTED DRAIN PIPE INSTALLATION ,���,o��� � ca �� �� .. . R�•,� . �; �FESS /�� ;�'-9�'�, �� . . . � �� �� 9� � = - ' SEAL ' _ _ _ _ : 022966 � � �' i f I � � � ', o �' F;vG � NE`��•' �c �,. . ,,,���Si��ii�► � ;o,• DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � om H � C � H z y H O � rn���� Hz--�=� =�Dnrn ,. �z� =�O� z�,o�-n - � H n=�z . DD� �� � H 0 z v av � � � �rn Z � r= rno -� v C� 1'I 1"1 0 Z � � � or z� c� c� �v rn rn� �rn rnz � H C� O r -n � Z v � m z � r H � _ 0 m � D H r � O � SHEET 1 OF 1 852D06 2'-6" � SECTION 'A-A' : . � �� °o� . . � �o.. . o. 3• . o• �o�� � . � e. �N � P / \\ �0 �� �� O � <� n O O 6 G�� ��� �� P� �� 6 " � � ��� �0 �c',�p� �Q P ,, � �,O`� �� P�� � . �a� . ��� ���O ��� ��'Q p,� ,, .�o j i ��� � ���e � ,�� �o� � �o� ������G��O Q P� ��P� � ��,��o �c�P� i : , \ -REFER TO STD. N0. 840.14 DRAINAGE STRUCTURE. -REFER TO STD. N0. 840.16 AND 840.15 FOR FOR GRATE AND FRAME. ,,,�,o`��ti' cA R���,,� ��. �..oFES�S /�� ;�'9�'�, :� ' : � 9' . = ' � SEAL � �' _ " 022966 ' � ' - - : . � : ;� . :,�; �/FNG � NEc��.•'�,���' ,�����S��u �►►� ��,� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED z o� H � � Q Q�� . H�C��3V �J�Hz oo�= wQz�= HU�O� � _ � z ~ Cnl—�OJ � � � � z ,H �� � H �.�..� � 0 � 0 � J H Q � w 0 _ � H � c� z w � 0 Z Q LL J � � F-I H Z W W �- � W W �C V V Q Z J p � � �z o� � � p �-- O W = J I— Z W �--� � �. � � 0 SHEET 1 OF 1 852D06 0 i i � " I I �� PROJECT REFERENCE NO. SHEET NO. i � "' I I � / Z � � 2g,�� � �� � � � � � � �'�c � � U -4405 5 ; =� ; ��, DETAI L 17 I . I � �-r � esr � z � � �� ww sHEET No. i '�' J O H N � I. I L L I A M S S P E C I A L L A T E R A L V D I T C H � � I � ROADWAY DESIGN HYDRAULICS � DB 404 1' PG 657 � No t to s�o ie � I I // \� � PB 57 PG 33 � � I � \` ENGINEER ENGINEER , o� B S T I, �� // � \ � �j Natural � 1 Fill I � � Ground 3•� �Vp�e� Slope - - - - - � - - - ��, P�PFES • � � � � , N CY � �o" NCP ,�o" ecP CB� -� �I I I I I N ; � x N I I I I I I � I� � o � �, Min. D= 1.5 Ft. II I n c� i rn iO `o `1 � ; �� FROM STA. 23+50 TO STA. 26+10 -L- LT x� I I� � I � I I U � � � � m I I I �I II I I ' � „� RONEL VILLANUEV A RETAIN SYSTE I I I � ' � � DB 8802 PG 597 � X I I �I I � ^ I �, � � PRivA �XEiP PB 57 PG 33 21 -o �I I I � \ �_' DOCUMENT NOT CONSIDERED FINAL < I � ' a L � TRINITY UNITED � I I I I LT� � N ss �_ � UNLESS ALL SIGNATURES COMPLETED � � � � TL CANOPY � iN METHODIST CHURCH X I ISMT� BUS I I I I I ��� ' � W - DB 2552 PG 413 II I I V ��, ( � � � � � � B M 2 I I I I ca0 6„ � , � �� w � X p � I I �� � N �' A �n � � '� � GERA L D H O L M E S N I � I I I I I esT I Q ��1" � � � o DB 587 � PG 181 I I I�I I � Z �/ I � 54 � � � PB 57 PG 33 x II I I % � � N N 74°44'40" E � CU BERLAND COUNTY D FE cE r„ I I DB 8304 PG 55 �� , o ISBLK BUS FAYET E�/ ILLE STORAGE417 C L C �II � � � � o � � `" � -�--x— DB 8993 PG 586 N � �I I \� I / / � — — � � ; y � I I z �� PB 96 PG 3 � �I I �� �/ �r � CONC -- � � �o u, I DO NOT DISTURB �" � 23 \ (' � I � 0 6, \ � I 24" C&G l S � i ° � �� � � � m o� , GAS FACILITY N� 1l � 50.00� D � LT � N �� , $ � �� I � -7 0 �URRY EUGE E HODGES, J�J/ � ,_,; � 52 I � o III \ � � I CUI�BE8304�PG�55TY esr � � N m YAIR A ED HODGE I o o I - &�jyIFE _� � II �I ° _ esr �, III \ � � � � �, �ARTA � � DB 4712 PG 298 � � II � 1 // �- i c� � DB 7324 PG 604 I PB 96 PG 3 I C_� \ Z o Bo� +33.00I /�� II I I II I �� � �; o P B 5 7 P G 3 3 I N O C � a, i n n � c o N c BST � � � I I , m � � I � 5 3 �- o \ � � �-� 0RTH CAROLINA � I � X 115.00 LT z � I � � r�0 � �� 1' DO NOT DISTURB � R, EX RiW �'�'I I`�' � o� I - I LT � rl s � � �c �'� D FENC NQTURAL GA� � I 1 I � II � � f v� ��^ Z I I �T � i � o'' I N B � 2085 P a79 � SIGN AND LIGHT POLE E SYSTEM N I I � � �� � � �,, `r'I I ,\, � I ", II � I� BST �j RETAIN i � o� � THO S IFEAN�GO N� `� o I _ I o � II�- � I' � ��' ��II � I� �II -"III � ) I SYSTEM � N � � WD S I DB 51 8 SPECIAL LATERAL 'V' DITCH I� � I �, i � � � � � N ,� � 2SF B�S TOP 6 4� � � I I � � c o I �J �� � �� , � � � �� ( � � �� � �� z .�. i N a�o PB 57 PG 33 � SEE DETAIL V � I I 2�2 z�-- �� � _ _ �' �' I � I � c� I � � � � � � j 4' CONC SW � EX �� �;" ;r � C � � � � NV- 2 2, (� ) � ��� � c� � m� � �� 115 00.00 I � �/� �I� � � � � � I I � BST �I � EX Rrw \\ — �' � ! � � �,� � � � �`o� � 20 DO NOT DISTURB SIGN 053 I �0.00 I DU�IPSTER I� 20.00' c� �"' �� � X� I OR N+ I I I �\\ � 4 �° 050 A N D G R O U N D L I G H T S 2.00' LT �- P A D �� �� c�, o; �-; • 0 � A I N \ 6 a' � I � I I I I � � � - 0 2 4" C& G , � I � R E T A I N S Y S T E M � �, �,_: S Y S T E M I � I 0 2 � i a � o � + 5 1. 1 9 + 4 1. 0 0 � X R/ W N 7 5° 5 ' 2 7" E /; B S T + 4 5. 0 0 � I r, y� D J U S T � � C B \ z G O �� 0 5 2 4 � \ , �� � w 92.00' LT � � 3oa o' � X-�-- � B Q � i �� r�' I � � � B S T o . , „ � I I I m I P[�� I D E 2 a" c& c J � I � E X � w x i r i N � 6 5. 0 0 � � I � � I I I E 24" &G� $�_ �B EH(� I D I EXISTING I I � LT � N Q U o Ol 0 2• 0 0 L T EX O 0505 GROuND L HT 1 5 S 8" PVC REMOVE I W I c n N � -- �y� 20' IJTITLIY EASEMENT PB 96 PG 3 S Orjj 5 �T "P 0 ,�[�O `^ � z� o � � PDE PDE PD PD � c �� ss s Poss�B�E BURi o ��,-� �.. � O o � p E C _- - __ EXIS �,.i X � u, i L_ 24" C& / I _ i, � I_i" ___ o - � � C- ,�/ -��E � s_ „ I N J � �' � � Y ( �) _ — — T � — F m EIH — — — — — FXISTING R/W — — / _ �r\�, G�— — — .r � _ c�e�� — — — — — — � — F— � W � M�� -�-� - � A K - � I 50 P FL�� _ /�O � �'� �- REMOVE ��r � � c�� --- --J - - - w i W 15" - EMO -�" CO�C 1 i2" �CA� - I- - r-- 0535 i � � c� � � W - - _ _ - c R c - - - - - - - - - - - - - \ c R T E R � R - - - - W � � �ov � --- : -- - � ------ TR=30' � � -- -- - � g --- -- cR -/ - ' � �"� =O -- _ ���c ���'F�P�=6' &�- �=c W===== �� - , � c �'_ ____- �__- c�''==___--- -__ ��� --�RBP�'=6"G����RL�-1� �-> � � T-- - - T-� �� - =li7 i m o = o C� - - - � - - - - - - � - - - - - - - - - , R= - - - - - - - - � - - - - - - - r �B - - - - - - - - - - - r - - - - - - - - - - - r C� -R��� - - �=�D'- - -15'=REF-I� - � - . i N � a� � o� N� � � N �? RCP-IV N � N �? I 0522 ��� 5� � 0529 � US 40/ BUS � RAEFORD RD 36' BST a � �n � N N N� N � � 5" RCP-I � � N z�� W(V O � N � REMOVE US 0/ BUS RAEFORD RD 30' 8 � N � 0513 I o- o � � � N W� i o��N� _ 600 PR --- � I � R VE � _ M i � `� � � � NN � - - - - - - - - - - - - - - - - - - - -DI 0512 �- fi- - - - - - - - - - - - - - - - - - �� —r � A - - � -Tc- - - - - - - - - - - -rc- - - � - - - - 65 rc - � N 0 � "� o��� Q 15" RCP-IV DI 5" MONOLITHIC CONCe ISLAND 15„ RCP_ DI � N -� t- � - 0521 �� I � � � 15" RCP I Q N � � �c�,�, W e — W � � �� �� � N � �� N 5 N � � �� � D I EE US 40/ BUS � RAEFORD RD 24' BST .� ' i ��� A I� u`� I B� �� i o, �,� N Z � �n � 36" RCP-IV SRE ! 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DET. � I i +92 0� � ��o� coNc sw� � ST E � m -J BST � �-o T �CONC ISBK BEMOVE I' STAIF�S � J 84.00 RT � 3. ' CONC SW PU� PD P� � � q � BST cn � � 4.5' W AM '---- 530 0' UTILIT EASEMENT PB 104 PG 101 � - r I � � 8" PVC ss s ss � I � c 24" C&G � �p C. D�. 3.5' CONC 5' COr�� � � i. EX TH ��� MIN. DEPTH 2GI-A E� +g2.p� / � � �- � — i �R I i +68.0 +20 . FLOWABLE ILL DI S � � � - 84.00' ISBKD ISBK BUS m � SEE SPEC. DET. EX R/V1/ I / I� 5' � X- STEPS � � DI SEE / SPE . DET. I ISBK BUS � X� L � � EX . DET. +56.00 I I I �, �, 2S w X' I � isBK Bus "' z 106.00' RT �SBK BUS `" � - - BK B�S �� RETAIN AND �.,� � I i c�, S w N N W � - �� w� I� °� IE TO DI � � n � i POST� CO cn CONC �D � �W cn� m �� /N I � � I ww �� . o cs � N-� � , I , +47.00 -Y3 - I ^� J ��w �j . o ��v � �-o /"_' D� Z'H ��. ISBK BUS `^_' m I m. = I WD — J o w� � X ��- X\ I _ I EX R/W 42 _ {� \ �,_"�,-, `^' CONC m '� - o. _ I _ I I m r� I r L DECK A o� � j 7 1 � i- ' � � ( POOL 1� � /�/PAVERS � e P H I L L I P R. 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SEE SHEET 33 FOR —L— PROFILE l� \ Ar� m � �, � � U L O � Oi C O O W � ti �i a � v � N � Z U L O � N c � o W V � � � � � � � � 0 � � � �� U �° N � \ U 0 o� j O' � o � o � � a� � � � � c � o N �ci �o � m � i 0 h a U Q � O � O Oi � o i o � � c �i a�i � h y �� i � �� N � N �N.- L ` �' � � i > > � � � � � � � W W 0 = l('� t/� .+ w� W M tI� w� Z cn J I = J U� � � PROPOSED SIGNAL 0 PROP CONC SIDEWALK ** A DESIGN EXCEPTION FOR LANE WIDTH IS REQ UIRED FOR -L- STA. 38 + 95.00 TO -L- 319 + 95.00 MATCHLINE SEE SHEET -S R3- STA 13 + 5 0 EXISTING 54" RCP �1������������� ., CLASS II RIP RAP W/GEOTEXTILE (TYP) 1:1�'l��i�/1���:�'�d[Iy L�U l. T +/ - NATURAL GROUND INLET DETAIL NTS (46 + 71 -L-) EXISTING 54" RCP U5401 -L- 2018 ADT 2035 ADT -Y4- SR 1409 71ST SCHOOL RD 71,930 � 19,300 3,680 4,140 5,300 9,600 2,950 3,430 4,000 8,600 10,490 n,000 SR 1105 GRAHAM RD -Y4- 39.100 US401 -L- - CLASS II RIP RAP W/GEOTEXTILE (TYP) BASE WIDTH = +/-10' u PB 55 PG 43 � - - ; _- _l � MATCHLINE SEE S _Y4_ S HEET TA � 6 + 50 ;�, � PB 55 PG 43 �\' � If� I, i X I�1 � � � i �` z - i ,i � �' i � � - ,� �"� � , �,k �i _ ����� �r i` ..�,, { ,..,,�. ,, S 7E,°01'�3 W EIP, , � �: e , 95a10' ` ; ,,, � �, � SAS ST 2�' 6ST � 1 _ _�� ' �. PROJECT REFERENCE NO. U -4405 R�W SHEET NO. ROADWAY DESIGN ENGINEER ,,,►IIIIIIIII, .�Q�� N �ARD'�., `` � �`�Q��F ES3T��'r?,9 ;' '9 ; _ SEAL �' _ 024929 . Q. ; '�cl��' F!�!GIN�� �P��, ��'��T�N ,J . • M��� �` ,,�����1������� SHEET NO. 6 HYDRAULICS ENGINEER ,,,,�o���' C A R 0� ��i,i :. �.�oFESS /��;y9'�,� : ' � SEAL 9�•� ' : 20147 � :�����',p,`�'N� � NE`�'�;����,: ,,,, � � 1�111 � ,,� �,� DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED L� � W W � = O N+ w o0 W� t/� w� Zv� J I = J V� H R & PIZZA HUTS OF NO TH CAROLINA DB 3223 PG 630 PB 98 PG I10 NOTE: SEE SHEET 33 & 34 SEE SHEET 46 FOR FOR -L- PROFILE -Y4- PROFILE DETAIL 1 SPECIAL LATERAL 'V' DITCH ( Not to Scale) ��� � � � �l ,-3°0 � � � ��� �,2 ? ?? s o , °�?n_, 8is9�3� R` �3 �J - ��,sr - �;q,�� `6 W -L - Pls Sto 6/ +82.97 Pl Sto 65 +10.09 Pls Sto 68 +36.04 es = 0° 45' 14.0" 0= 8° 50' 29.8" l LT J 6s = 0° 45' 14.0" Ls = 100.00' D= l` 30' 28.0" Ls = 100.00' LT = 66.67' L= 586.40' LT = 66.67' ST = 33.33' T= 293.78' ST = 33.33' R = 3,800.00' SE = 0.025 � � - �- - PROJECT REFERENCE NO. SHEET NO. U -4405 8 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,.,,,, ..�► ��,, �����n.r► :��`���H CqR�<��': �`��,�N,CARp���i�i ; �. •OF ESSI• ,T.y � �•� OQ ,••• •• , ��, �i� : :QQ� o;y.v �. �::oF�SS�/� -9 �. v� : •� '�9' ; SEAL �� - = �� SEAL !. ' 024929 : 20147 � �% o � F �Q'� � � :� ��'� .c �' :c'�G I NE`�'�'� C� J: N E I�i - ^ � �,T • ,,GIN . �P � �i��',9 •••......••' ����` � � :_ � � � O (��� ��������� � � � � M����� � ���� � �111111� � ��� INatural � 3.1 °e,� Fill � ��'� � - -- � - • I c�ro�nd .?.� p F�o�� Slope �� �o° ;� � Q DOCUMENT NOT CONSIDERED FINAL �';ti� � C� i � -� � - (,J � Z UNLESS ALL SIGNATURES COMPLETED 1 z ;� Min. D= 1.5 Ft. �; � I _ �FROM STA. 62 + 50 TO STA. 64 + 55 -L- RT �� Q II =Q" ii �� �� o ti � �� � -L - CS Sta. 68 +02.70 _� �, �� � �; � � � �� � :;= �; � � �� � -L - SC Sto. 62 +16.30 �� -L - ST Sta. 69 +02.70 � 6.� II ,,, �_,�°��� �,�_„ F - _ II II ����o��' II RAEFORD ROAD PARTNERS. 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Geotextile Type of Liner= CLA55 B RIP RAP -L - Pls Sto 8/ +2/.39 PI Sto 84 +7/.94 Pls Sto 88 +2/.95 es = 0° 27' 17.0" 0= 5° 45' 54.2" (RT � es = 0° 27' 17.0" Ls = 100.00' D= 0° 54' 34.0" Ls = 100.00' LT = 66.67' L= 633.90' LT = 66.67' ST = 33.33' T= 3/7.22' ST = 33.33' R = 6,300.00' SE = 0.025 PROJECT REFERENCE NO. SHEET NO. U -4405 9 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,`����i���i�� ������A ���i . : � ��e'�FESSA��l � ; .`�,O��N" 'R ��ti��i ' ��Q�� 1���?9 ' `�, �� OF�SS.��ti��9 ��: � � _ SEAL ���� _ ' '��� SEAL 9� � ? � � �� Q 024929 � 20147 � ` � � '. .,F �,: : \` C, Q' =;'lj' F!�!GINE�e'�Pc`�. �.,�,�� •.NGINE;����;��' � �� To , �o ` ,9 . r' , . \ ' \ � V / �� ,����� ������� I,,,,� � 111 �� ���,,� Z � \. 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II �' , j � � � � & IFE � _� � usaoi usaoi �' �'� � �' �� S 0 P I A S � �^-� , � -L- _� i I �o�o�, DB 9192 PG 706 � z 90o s soo ,��' n � �\_��_��r '��,�� _- I�� � i � �' ' ' � _ �� . � � � � i�� coN� � _ � � u, � S 78°II37�� N i�'24" `-n ISBKD i � �i � I I z W �;�� c `� < <� � �1��� I � � � -Yl0 - POT Sto. 13+24.44 � � � I 1�7a�g� �nIa3G' ia,t5o = - ' I � ,� � - �I O I 8,400 �J 1 ��_ � p �_�, cn , I � ' ' � CRAIG SAMPSON � �� X I T � �- �� � � DB 1056 PG 491 "� � �� ,� � � i I�-� _� -1 � � i SR 1141 i � r -+ '� �' I , � ����" i BINGHAM DR 2 G I�I _ � � U. , � _ , II I � � � 2018 ADT -Y10- -'"� r�l , � ��; .�;� zi � ARIA G PAPPAS ' �� �� l �°`J ..���� E 2036 ADT �� � i.� n i r - �, � i Q� - ��<<r;�� � _ = %�� s7° E���-'�`�"� s �� �B 5163 PG 376 � � � � . -4' ; -z, . ;� II ;' � PB 29 PG 59 i � `,,: --�����x� -_ �� PB 100 PG 132 , , �-� . _ � �' � � _ , i- -t .� _ _ ) Y I Y� � - I� � - I � �J ;:. 7 i.J� � J �i II � � .- � � U7 Y� r ' � �� � � � i � � ' 7 ( �� � � � � n � i � z � ( . _ � z _.� r`1 l-1 ��- - I �� B k, f�� � � � �� � � � i � - � -i _ l�,\ � n. _ _v' - � UI 1 " � 7-�J�I I ,{J � {� ' / � o c,� � � } -� _ � �� z _ � �� � - �'` �' � ; � .�-, � � ,- z `� �' � �,.; � I_ � - � �, �:`r �� ❑ �_� r ISBI�� L� z� '-� r- � � ��'� �� �-i 1-� rt � r - m � ��'�! �s ��2�CC�N� �-^� -�� ��`�; i ' � �, � I z��� J �="- ��1-.-�� 1" � � I I�- �-�t-L I �'Li � 1 I PROPOSED SIGNAL l - � X � ��v ,� L. � f �_B�, r � i 0 PROP CONC SIDEWALK ** A DESIGN EXCEPTION FOR LANE WIDTH IS REQ UIRED FOR -L- STA. 38 + 95. 00 TO -L- 319 + 95.00 NOTE: SEE SHEET 36 FOR -L- PROFILE SEE SHEET 47 FOR -Y9- PROFILE SEE SHEET 47 FOR -Y10- PROFILE � z 0 � > W � m � N m U L O � � C O O W C� � �i h .� � Ol N � C O N � m U ` O � G O O W � � � h .j N � I � O N N r U L � W � � � Pls Sta 117+70.17 6s = l° 47' 25.8" Ls = 150.00' LT = 100.0/' ST = 50.00' -L - SC Sto. ll8 +20.16 -1 - T _S .Stn_ llF f7n_lF -L - Pl Sta l20 +68.70 0 = ll° 49' 28.7" �RT ) D = 2° 23' 14.4" L = 495.3/' T = 248.54' R = 2,400.00' SE = 0.03 Pls Sta 123+65.48 6s = l° 47' 25.8" Ls = 150.00' LT = 100.0/' ST = 50.00' � PG OLOL9SON i pr_ ia N � or�q,� ��., W 4��,7e�7' N -L - ST Sta. 124+65.47 PROJECT REFERENCE NO. U -4405 R�W SHEET NO. ROADWAY DESIGN ENGINEER ,,,,,,,,,,,,,, :��,�°Q,oFEssr��1�'y : .'Q ��L,9. SEAL �•' 024929 e-, ;' �% �� ��' F!�!G I NE�• � P� � :,�'�,TON .J • ��Q,C� �: '����������` SHEET NO. /2 HYDRAULICS ENGINEER ,,,,�o���' C A R D� ��,,,,. `�. �,:���5$ /0�.,9 .�. ' �•�� SEAL 9�•� ' � 20147 : :,����'�, F�,� � NE�'�,���,,: ,,, � � � ��� i u� �� �,. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED I— W� WO t= -f- W� WN tn 0 PROP CONC SIDEWALK � ** A DESIGN EXCEPTION FOR LANE WIDTH IS N OT E: S E E S H E ET 3 6& 3 7 F O R-L- P RO F I L E �QU1�D FOR -L- STA. 38 + 95.00 TO -L- 319 + 95.00 S E E S H E ET 4 7 F O R-Yl l- P RO F I L E � � � U 0 � a 0 0 � ti � � � N � Z U � � � � o, w � Q, o �� � v� � U Q o� �� a� � o o� �~ o `� � �a U � � �o � o a� �o� � °�m oa`'�� �� �� o��� �� � � c o � o rno ��'��� ��\ � v=r � ` �a'�� U �' p� co'o o,o ° � o�WQ 0 0, � ~ j o� o �W �W ���� ���� ���� ���� o� � � �o;o NpN �=<fN yU U � � N O � � o��'�' ���� > > > j ���� ���� �.� �� o�`' ORZA �H�v�v �- I_ �i �� - �' ,��, �_ �y. � � �_� / & �yIFE DELPHI E ';�� � ' �n', ,�,� , -� � � � ���� ' ' � � , -L- PROJECT REFERENCE NO. SHEET NO. 1 �' ' ' OLAND B LITTLE , 'I! ,' PB �g Pc �6, � � J �' -, � ' DB 3816 PG 595 ,-' � Pl SfQ 144+7/.0/ Pls Sto 149+38.40 Pls Sto 153+04.56 Pl Sto l55 �10.17 U-4405 /4 DB 2576 PG 519 �; ��� '' �� , �,, , � - - t t�' �`F � �, �� 11 j �: _ - , / � �, ; = , . = -� ', � , _ �,, , '� , , , RETAI N � � - - - - - - - - - - " " , - - ' � p = l9° l8' 58.8" (RT 1 es = l° 43' 07.9° es = l° l4' S0.5" 0 = 5° l0' 2/.2° �LT I ,_� R�W SHEET NO. � � ��' _�`�� � "� D= 2' l7' 30.6" Ls = 150.00' Ls = 150.00' D= l" 39' 47.4° Roa�waY �Esi�N HY��,u�ics � � � i �, � u �� � ' �a' ���,i� �� - , �� �RETAIN �, � ' � � � , _ _ � , �y, INSET #1 � � -` `� �x (��I � '�III � _ _ _ - - - - - - L = 542.83�� LT = IOO.00; LT _ IOO.00, L = 3/I.OI� � ENGINEER ENGINEER �� � , - ���� ��; � �i, ��� �;�' � � - � 5 T = 425.45 ST - 50.00 ST - 50.00 T - 155.6/ � - � , ,,,,, � � � ,,,,. , � ��.����►►, . � �� � � �� ��� � � � '-� � ' _ � � ' � `1'`1'�.��� � � � �� ��� � � R�� �� i ������� � � R �� ����� � i , ... . , � � I . � � � , ,�, F �- � i�i �SF���� � l4 �Z,J���.�� � + , � � r � -Y13- + 46.09 ; � .�pF ES3l'• ;1�� ; �.`�OQ'.•� �S S'�� . �tiy�.�� - �� ' ��� ��,� • � ,=� � ��� � �, SE - �.�.3 SE �.0.3 I � m - _55.91 LT �Q �2y�: �' :��p �y-9�,. � � � i I E�P _� - t ��� ��' � �� ,�, � ,-Y13 + 50.00 S E A L II I ' . 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Z�f��d93 1456 EST 135 SY GEOTEXTILEi ���'' i� -, PB 89 PG 54 �!'F �' , � � � I � � � � OX NDI�E �(j(j - ���� � � -- ' � 43 � � ,58 ,� �>� , , � �,,,�� �_'. 5�,2°�h'ai" E �,� � � RffTAIN ; I �� DB 79�0 PG 881 I� � � 1460 �, - - -�- ��� � =.����-%= I j �yILLIAM D SHERMAiy JR � °� �� PB 1�6 PG 80 � ' E �r -�; , ��� �,� - i_�n,i�� _°Riw - EiP I , ; �, ; 5 j z �- -� I RAY JOH SO AMERICAN FLAG- ���� � �;��-� oz�� �- t DB 5294 PG 27 RAEFORD ROAD 57 ��� 9 � ''- „ �, ig' e�i --- i DB 57 PG 29 i � i D PB 93�6 P� 8�8 DB 4448 PG 342 -Y13- � �,��� �' , 16 � , � '•s,' -_ 1461 =� `v n�,-�'�''�'�'� �� , % usaoi erP -� � � , sKieo Ro � _ ��rn.��n,��,�� _ _,� � .� c�5'36�� E - �� � � - - w _--- °- � ��' `�o��q� � � � _: , � 42,760 �" ��i = ,--- - � --�--, bo,,00 1@72" STEEL W/ - � INLET DETAIL EXCAVATION OUTLET DETAIL RCP ENDS �-- � - ze,zao �b,aso NTS (STA 143+37 -L-) NG NTS (STA 143+37 -L-) BURRIED 1.0' s2,eoo 2�,soo 1@72" STEEL W/RCP ENDS 2@72" RCP EXCAVATION I� bo,soo s,,000 BURIED 1.0' 69,800 64,700 - --__ -_ usao, �� aus4o, 2@72" RCP - ' NG EXCAVATION � -- --_ ___ _ � -�- -�- EXTENSIONS 2:1 �' �; " EXCAVATION ,- �- -- 2 �� - � � 2018 ADT �' �,� � +++ 2035 ADT � ;� ,{ � � :� `� � i}: l; �,• � f�• a� �r � �J � +rT �� - - �9 � "-? � � - / "� �� CLA$$ I� � G � < � PROPOSED SIGNAL j� � y � �� � � � RIP RAP� r•'• � � RI P RAP � � �, = V � � r=2� �� _ 1_ T=2� NOTE: SEE SHEET 37 & 38 FOR -L- PROFILE ��J �'�� 0 PROP CONC SIDEWALK �,_ , -� SEE SHEET 47 FOR -Y13- PROFILE �- EXCAVATION VARIES 9 26 CHANNEL EXCAVATION VARIES 3'-23' CHANNEL ��� �; ,; ** A DESIGN EXCEPTION FOR LANE WIDTH IS =257 CY 1.5' BENCH HEIGHT WIDTH =8' =342 CY 1.5' BENCH HEIGHT WIDTH =8' ���_- +-- SEE SHEET 48 FOR -Y14- PROFILE A B O V E B E D 1 3 8. 5 ABOVE BED �s�.2 --- -'__ ��-;- -- SEE SHEET 2B-4 FOR INTERSECTION DETAILS {�- R E Q U I R E D F O R - L- S T A. 3 8 + 9 5. 0 0 T O - L- 3 I 9 + 9 5. 0 0 � ��� -- � ,�.� � - -- -E � iS TiIV� F� n� � � W WD =O t/� �'- W� W� N W� Z� J I =J U� E— - Pl Sto l55 +10.17 0= 5° l0' 2/.2" �LT l D = l° 39' 47.4" L = 3/l.0/' T = 155.6/' R = 3,445.00' SE = 0.03 w� _ � r� � �, � v� � ;, w �I� -L - Pls Sto 157+15.57 es = l° l4' S0.5" Ls = 150.00' LT = 100.00' ST = 50.00' Pls Sto 167+90.68 Bs = 2° l4' S9.4" Ls = 150.00' LT = 100.0/' ST = 50.0/' N 7 �'21'14 � F�95' Z 4 � „ jr, z„ � ��'� �r � N 85�1,�� W �i � c9 rn � � � �i I'_ — # � _ � _ � -�; �,i i - � �- G� � � 175 ��� ������� � 1 � ICLYDE A ri n RRFru RICHARD ALLEN JR DB 9077 PG id PB 132 PG III 0 PROP CONC SIDEWALK ** A DESIGN EXCEPTION FOR LANE WIDTH IS REQ UIRED FOR —L— STA. 38 + 95.00 TO —L— 319 + 95.00 0'REILLY AUTOMOTI�E.INC DB 7889 PG 44 PB 16 PG 80 N � i `02'35" W 202,67' EXISTING R/W � � Cj �'�� r Ls� O N � N �n I �t�_ in+nn_nn �� � -� �_ _ I MAR�IIy y�ILLIAM SMITH� JR DB 524�PG 53 PB 24 PG 38 � �r�� 7�°i��,��," w � PROJECT REFERENCE NO U -4405 R�W SHEET NO. ROADWAY DESIGN ENGINEER ,,,,,,,,,,,,,, .•��pR� H �qR�� �'�. : � �QQ,OF ESs.tp.9l'y.9 : SEAL �' 024929 ;' c' •F� ��Q,,; �;: ���' •. GIN .•' P ���-Nr�N � . M°�;� �. �''����������.. SHEET NO. /5 HYDRAULICS ENGINEER ,,,��o�.`��� � C A R0� � �i�,. .. �:: OF E S $ /pti �9 ��: . '� 9' . ' �� SEAL �� = : 20147 � �'. .o:,F,t,G Fc��,rC� �,: ,,�� �i � �.F I.F L; M� �,,, u�u► DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Sto. l66 +90.67 EXISTINI; R/W � � W W� =O t/� � w� W� t/� WQ ZN � I =J V� I"' NOTE: SEE SHEET 38 FOR —L— PROFILE SEE SHEET 48 FOR —Y15— PROFILE SEE SHEET 2B-5 FOR INTERSECTION DETAILS � � Z � O ;, � � w � � o 0 j 0 � � � rn U � a 0 0 � 0 � � � � rn 0 0 rn rn ; U 0 � �' 0 j � .� � N N U 0 � � W � � N 7,�,r��� �� 6'V l��o;�:- 189 LILLIAN SPEARS DARBY I DB 509 PG 109 -L - Pls Sta 167f90.68 Pl Sto 170+65.98 Pls Sto 173+39.22 6s = 2° l4' S9.4" 0= l3° 27' 18.9" �LT 1 Bs = 2` l4' S9.4" Ls = 150.00' D= 2° 59' S9.2" Ls = 150.00' LT = 100.0/' L= 448.54' LT = 100.0/' ST = 50.0/' T= 225.3/' ST = 50.0/' R = l,9/0.00' SE = 0.03 ��a��o�, w qao =i� i I �� 190 � � �s� �v KENNETH C DECKER ��a DB 7434 PG 800 -L - SC Sto. l68 + 0.67 0 I � - � 5���00� �s,6�� � % A . r � �� - o`�`�����)�� E �� ,` I = 191 �\ � \ -L - CS Sta. 172+89.2/ - ST Sto. 174f39.2/ 193 PROJECT REFERENCE NO. SHEET NO. U -4405 /6 R�W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER ,,,,,, .��` ��,, ���nn►►, : �,`���H CAR��'�� : ����,��N•CAR��i���. `. ? ��FESS'I0.91�j,9 �I `����O�O��SS•/0�9�',9'�,,: : SEAL �� = � SEAL !. ' 024929 : 20147 : .' . '. �'• , F�, ��; '� : �;��,r� FNG I N���GPc: �: .��,,,���. � � NE .�\�,,�. '•.,��N �J . � M� �.. ���i ;i'�i i► �`�,� ������ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED � � �� �-�' l50' TAPER ���,_`_ _ - ='"-_ , " (RT TURNI I� - _ ___ _ __ __ _ �- I � I�II� I '� 54" RCP-IV `� � _ 1+ 58.00 + 70.00 RETAI N wD � C, - ` �� ENERGY i _ I i �- 55.00' L 80.QO' LT + 86.00 i ;- I + 46.00 67.00' LT POULOS FAMILY �� "` DISSIPATOR z � ^_�I 94.00' LT TlE TO �� �-�,-Y,-,, �'�` ; �c��, ,��� �� �: - LI ITED � C I _ - � �� �3" �-'� o �_ " M � � . 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LLC DB 5200 PG 190 � � RETA�N OF FAYETTEV�LLE l' B 911 PG 113 PB 9 PG 36 SYSTEM _ 243 �P689 I PG 368 I PB I��PG 46 ' r � =;� �� � � I � � LI�DA DUKE FARMER ��; fT1 X Z � � � OU FALLS TO CHANNEL B 4359 PG 518 �c�� �' PB 9 PG 36 �� � � �� � � v/ c'l'�� I I ('� � I I �� I � � �� I I �'�J I I � � � � ��'� n J �� I� � .-.�i - _ �. � v�J�" � N°h°�3'0�I" E IV �6°�3'04" E �� �e°��'0�1" L o !: I� iF,o��q' I(1i���ii:i' � �J� 10Oo0U' IUil,i12' �r �55 n� NOTE: SEE SHEET 40 & 41 FOR -L- PROFILE SEE SHEET 48 FOR -Y26- PROFILE � � � 0 � � O N � � U W � � g' O � � � N � 0 � U 0 � g' 0 U � � � -� N 3 � � 0 u� N � � U U L �� o, � 0 0 0 W �� � � � � �� � �� �o N N N N U y �a �� Q �, W � � � �� -L - Pls Sta 257 f 5/.40 Pl Sta 258 +20.74 es = 0° 3/' l5.1" 0= 0° 45' 00.9" �LT 1 Ls = 100.00' D= l° 02' 30.3" LT = 66.67' L = 72.02' ST = 33.33' T = 36.0/' R = 5,500.00' SE = 0.025 PROJECT REFERENCE NO. SHEET NO. -RPB- -AA- U -4405 22 R�W SHEET NO. P� Sf0 3/+40.�9 P�S SfO 37+96.6'Jr ROADWAY DESIGN HYDRAULICS �= 14� O6� I.3.2�� (RT) eS = 'Jr� OO� OO.O�� ENGINEER ENGINEER D= 6° 2l' S8.3" Ls = 400.00' ,,,,,.,, L = 221.54' LT = 266.77' . •',,. �, ,��' •. • `'"cAR'' � . ` �� H Aq�' , �� � � ��� : � < % �` ��.....�� �i T= Il1.33' ST = 133.43' ;�Q�pF ESSI��J•J,� ; ,,,•�o�o� �s s•�o . tiq�,',. R = 900.00' - � � ' � � �9 �' " _ SEAL r � _ = ' � SEAL � � = SE=Q.QB " ' : 20147 : . . . _ . . ; 1 - ' 024929 : . : .�3 - -� :. -: :- Q,: •. , F �,�; • : SHEE � � _ DETAIL 7 � �=°��:' FNGINE�• �P?= •,o�'�q� ��NE• ���;.`• ��IE SEE � oO - \ -, SPECIAL (LAo o�S aleV' DITCH ,,��'1'��„� ���MO�,`, ,,,��� �u�iiu► ���,,, MAT CH�' _ S1 A 3� �' , \ - \ - RPB � � �` \ �, ��` t Sllope DOCUMENT NOT CONSIDERED FINAL 1 � � � Natural d'• ,�e , � � �' ��o�nd 3�� F�° UNLESS ALL SIGNATURES COMPLETED - ��2'12' 4 1 _ �� \ �_ ` � d ° ��-- � � � �_ � � � CLASS B RIP RAP � \ � _ � ' V -_ � �� z / � . , -,- �- i A - - Geotextile ���' �' i � , ' I = - Min. D= 1. Ft. � _ II EST 3 T�NS - � �, ��, 5 � / �L ;;� �-, �. � �� � �. - I ' __ - � , . , �O ��� �'' � - � � � _ �; / i , 2214 ��� �; A ��� �i; I I � illi,'- � . ' � - - - :� � I -o I EST 10 S'� GEOTEXTIL� � � DETAIL 5 � RETa�N sYsTI/� � - 1 �", I � - � � -. nnaX. d= ,.s Ft. , � Type of Liner= CLA55 B RIP RAP � � , , fh � �I �I � � CV � �-, � CATI _�� �. .� ��� � _ _ � � � _ l' I STARR R STANDARD V DITCH O =, \. - AY I � i� m_ i _ _ � I II� � ��'� �� . 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LLC PB 8 PG 5 I �, --- � - � � U� DB 6629 PG 687 -� ; � � � � �� � , �-, ,�, E D 0 S�RUCTlO �{ ��AP�,E � - �%� v; �, �� � �-, PB 9 PG �� ' -Y39 - Sta. ll +50.0 = � � �� '� I '� - � � � � I�; -� , \ J � ,,' � z �, � � �, �, �- � w ; � � �-� � � I � ,�i._a � � �� \\� -�' � � �l � � �� _ f�_ /� I I^� EI � � 1 y �, � � `� �� Ii �l � \ / � � �� �.� i� i_------ :_,i � ��� ��% i 1 �.n ise,K �us �, �� `, c�N� '�`' I ' I`�i� � ST - -�� � �.``=� ;-�"�r, -� _ _ �,.�, ��� �� � � � � � - � � !�- �, . � � � � , t�, � C� ,��, � y, V� ,' � � y - � 4�.i �� � -r-+., � _ ��-� _ � �-� �� �� �- -� �� � �, ,, i: � `;i-�-L�,sC �i- 7-7 i='_.i r�';� hi;LF-rWD AVF �,�"_i �� / ++� - _,F;T 3(1" ��i, ���" CYsi� I� O�: � � - �� °�`r'= �,-- �� � •�� -�_-' � f r� � - - ��� �' PROPOSED SIGNAL � ��" � � �� --� �� � � � �� `.� ��,'�� �' � � � �, � � 1 C� 3 0 PROP CONC SIDEWALK ��. ,I I I �, ` j � ����� � r F� -- i �,�r -= � `� � � n i - � -t _ = ' �- � ` � �; ��, � � � ** A DESIGN EXCEPTION FOR LANE WIDTH IS , - } I I �_ _' � ' �� ,_�,-,�, -a � ��. REQ UIRED FOR -L- STA. 38 + 95.00 TO -L- 319 + 95.00 � I - � - i ,'.�,�-� I I 1 I � I � i � ���� � i � N ft2°40'�0" E I �5o4R' RETAIN EX157WG R/W L & OURAIyIA FRA�GOS �� '�, DB 65q5 PG 7 5 �� = PB 8 PG 5 cn � �� � � � fJ 82°�3'42" E � �?oa�� - � � L � NOTE: SEE SHEET 43 FOR -L- PROFILE SEE SHEET 49 FOR -Y39- PROFILE SEE SHEET 49 FOR -Y40- PROFILE SEE SHEET 2B-8 FOR INTERSECTION DETAILS � �'� _ -_ i �_�� ' � � � _ _ ___ . _ _ - � I - � � _ _,� � � - � �_ � I � PROJECT REFERENCE NO. SHEET NO. �� ,r ,Jv �� ; � _ � _ `, � , � i � �, � Ec� �� ,-, �` ��-r � � � -' �-r � � � � � � ��� ��- %r �� ��, �� � W� �, ''` `. `N�i � >\�, ��CK - � ` _ ��� � ��?��,s� � , �� ,� � �r, �� _ � w � � ' �,_ ri , s � �4,�3„ ''�� �_��E �if,_lr,, DETAIL 10 SPECIAL LATERAL 'V' DITCH ( Not To Scale) Natural � '� °� � Fill Ground ?.� ��p'ne Slope D � Min. D= 1.5 Ft. FROM STA. 11 + 00 TO STA. 12 + 75 -SR3- RT , - ----- --- -- � �;T i� � I �- I 5�3 \N� �,� �-I �, � L �2��Jo, w CUI�BERLAIyD COUNTY UB 8304 PG 55 _ � - Z � � ,� O � � N I = ,: , > � ,�, , � : � � � ,; I,- -L- � � �-� � U -4405 28 � - `- �� � � ,� R�W SHEET NO. �� ' �, M-� L C A�`�� - r' -SRI- -SR2- � � ROADWAY DESIGN HYDRAULICS �� � � ENGINEER ENGINEER .� - - : ��' � �� i / � , Pl Sto 10+2/.53 Pl Sto 14+96.17 Pl Sto 17+88.6/ Pl Sto 11+26.69 , �3 i '� Q`,' , , ,,��,�H'c,q'R,,�,, �••""�A "•,,,, �' p = 24° /7' 47.3" (RT ) 0 = 83° 39' 28.3° �RT 1 p ` = � � % '� Z` , � .• o� . . �< •. .� �� , Ro� •, �; , -_ _ l5° 46' 37.5" (LTl � _ l3 05' 28.3° �RT � t ti, ; , �; ; �. •oF Es's'T•. .r� :, .�°o�•••�" '�• 'ti''�. ; � - D = 57" l7' 44.8" D = 38° ll' 49.9" D = 24° 54' 40.4" D = % 38' 22.0° � � '�� � ��� � �CJ , �` l � ,' _: : Q� oti� ;-� :, � �'; �oF F s s��o,�,� q .,� L = 42.41' L = 2/9.02' L = 63.33' L = l7/.36' ` '-� � � �� IZ °� � , � � : s E A � < : _ - � � � • - =i , c� .� � � , � I, = SEAL = � ,� , - T = 2/.53 � T _ 134.25� T = 3/.87' T = 86.06' � �_�� �° � � � ;� � �';� �� i,' ; o2aszs ' ; 20�4� ; � , , - ; = R = 100.00 R - 150.00 R = 230.00' R - 750.00 �-� �� � � � �C' � ; �� :, �' �,: .' ;: .-. ,�'• `.`tic E��•' � -' � � - - � t`= ' � �i i i i � � :�'�l' F�VG I NE� . ��� � ��� � • ,..�. � N ..,; •����. � ,-����� �-� I � •. NT • • �p� .� q ' `�, - -, � � ',_ %� ; 1 � ��i���N J . ,`���� ,,', � 1 1111\► ,, �,� � � �,z. � 1 t' - i , �`. � �,i Y', , � � j I ���i���� � � 11� l� - - � 1�'�\ � � A 1 DETAIL 15 STANDARD 'V' DITCH ( Not to Scale) Natural Natural Ground 1.� ,L.1 Ground D d Min. D = 1.5 Ft. Type of Liner= PSRM Max. d= 1.5 Ft. _, \ 1 r \\ DOCUMENT NOT CONSIDERED FINAL �� ��'-�?'� - � - f �� � �� � ��� � � I � � �� �� UNLESS ALL SIGNATURES COMPLETED - �RI PT Sto. l8 �0.08 _ i � ,� ` � � �� , , � �� � , _' � � � �� � � � � '��, -SRI- PC ��t 17+56.74 � � ���;� � - � ����;� ��, - ��� =I ��_�,, �, �-� - _ _ ��� � � � � � - ' � � A� � � � � � � -SRI- +14.00 ,�� � --'',','=," � � �, \ � � �; - � $Q� 00' LT � � �� ; i � � I i I � � � � � , � � STANDARD 'Y`'DITCH . �-- �' x i ` � � � SEE DETI{l1,�5 _� -- � � I I I I � � _ / '- FROM STA. 16 + 50 -SRI- TO V+ 13 -SRI- LT � SLOPE _�+/- �.2% , �;' � I I � � ��_�'� � . , � i �' FROM STA. 15+00 -SRI- TO STA. 16+50 -SRI- RT �� s��.� �ST DDE -+/- 30 CY ` ��� F �?, I� ,+ � i �- ��� - � - I � � � � � f'-DT StO. l0 fQ0.00 � - � N L _ _ __ FROM STA. 16 + 50 -SRI- TO STA. 11 + 00 -SR2- RT �\ __ _ - _ -� �, _ ;, ° � � � '� � E ; ��;_r� _ ��_�_ � � � � � -��Rl - Sto. 17�+46.94 -' x � � � � � !; � � � % /0 ��; � ,-, -�' �� - � J ���',, �, _ : , ��� -SR2- ' �1�OT Sta. 10+00.00 � � - _ � - - = - � � ~ ,� ; � � ,� �z - ���, _ �� -�- -- - -� �� , ._�- _ . � � � I _ � c. `^\ � . r r: `-Lrr�J� `'`s � -W� . .-, - �, - ', , - _ _- � �� Q ..._ �. . _ � j / �- �i � � i � � ��� - , �� � . a^� � � � � - _ �� - T J .. 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