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HomeMy WebLinkAbout20150955 Ver 1_NC 50/210 4B Drawings_20150312Q � c � � � L � + i T O � � m N Q1 � m � 0 � � � T � � 3d � 0 0� (v pNl ��� ��� —CY.N O� N O� � I � � V � O � � � � �ll • � � V � � 0 V \ �Vl[V.n'][°IF C�1� ��]I���]I=� �.�i ][gCOIi.,J[�A �rn�r��r�r��rrr���Y rr��� �r�rcr��r=�n��r n� �v�� S�'Aie I 'tE VAUIYl.'f RCt'xNN'tB T6 _". . 1.�. B-4929 TI-1ERE IS NV CVNTRUL UF ACCE55 VN 1 HIS PRVJtC; I. THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF SURF CITY. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD -L2- STA 57+00 +/- INC'OMYL�TI; PL?sNS W NOT USE FOR R/ W AC'OU19IS3(1N PR�LIMIN�2RY FDLANS Do NOT VSE POR ro�ST1�C1'lON PLA�lS PREPARF.O AY: GRAPHIC SCALES DESIG11l DATA PRO rECT LENGTH �DnAUr.res ✓ 8601 SIX FORKS ROAD, SUITF. 260 jy�Vi'iINEER RALEIGH, NC 27615 ADT 2017 = 17�2�� 9/9-92G-4700 $0 2$ O $0 100 g� Fd��T,y ADT 2035 = 30�000 FOR THE NORiH CAROL7NA DEPARTMEf/l OF TRANS/'ORTATI011 qL` C'6� PLANS D= 55 % LENGTH ROADWAY = 0.153 MILES zo�zsr,u.�nnxn sercrFrcnr�oxs `t �@ �� 50 25 0 50 t00 � * LENGTH STRUCTURE = 0.715 MILES JENNIFER FARINO, PE srcnsirunr:: �� � T= 3/o RIGHT OF i{�AY DATE: PRO�scr sxcrxEers � � ROAD{VAY DESIGN �T V= 40 MPH LNGINEER �' a PROFILE HORIZONTAL TOTAL LENGTH = 0.868 MILES _AUGU$T 2015 __ SEAN KORTOVICH, EI � a � ) * TTST =1 % DUAL = 2% rtto�ECr DESrcxcrt �� �`�'° 70 5 0 l0 2o FUNC CLASS = LET77NG DATE: A� anA�Q� MAJOR COLLECTOR TONY HOUSER, PE_, ___ � I�I I� I� -Ll- AND -L2- USED TO CALCULATE PROJECT LENGTH FEBRUARY 21, 2017 xcnor coxrnci PROFILE (VERTICAL) STATEWIDE TIER pE sicxa7vxe: Q�' N � A R1 R2 � rn V Q N a K Q` N O' V' m 0 PAVEMENT SCHEDULE lPRF(U.IRIGJ7✓ PAVFI,IFNT DE516/U CONCNETE THUCK APHON 5" h10NOLITHIC CONCRETE ISLAND 9" X 10" CONCR[TE CUR� R3 1'-6" CONCRf.TF CURe AND GUTTER R4 2�-6" CONCRETE CURB AND GUTTF.R R5 CONCRETE BARRIER S � 4" CONCNETE SIDEYIALK SZ 9" CONCRETE MULTI-USE Pl�TH T EARTH M1tATEHIAL �J EXISTING PAVEMENT V MILLING BITI1FfIN0US PAVEMENT. _DF.PTH. W VAFiIABLE OEP7H ASPfiALT PAVEMENT (SEE STANDARD YIEDGING DETAIL SHEET No, _) NOTE: PAVEh1ENT EDGE SLOPES ARE t:t UNLE55 SHOWN OTHERVYISE. 3� 3�.\ C -L.1- (NC 5P / 21f�) VARIES_ Z, 18' 18' z, 15' _ 5' VARIES 12' 12' 12' 4.5' 10' - — 6„ MULTI-USE � �� � PATH GRADE POINT 0.02 � � 0�_02 ��:, �o.oz o.oz, -,-�-.-...-r--� 3:/ . � ._:`� -_ . - ___ __ ' _� ` ��_. � IVAR. EXISTING PAVEMENT � GRADE TO THIS LINE TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 "SEE DETAIL ON SHEET 2—D FOR —Ll— STA. 13+25.00 TO —Ll— STA. 14+00.00 LIMITS OF MILLING & OVERLAY � -L i - (NC 5� / 210) -- - 15' 2, 78' 10' 4.5' 12' MULTI-USE PATH � 0. �2 3 � _ _ 0.02 ` J\ `--�� -�1,-.;�-- 15' 2' 10' 4.5' MULTI-USE PATH 0.0� 3'� _ 15' 2, VARIES 0' TO 16' 10' 4.5' MULTI-USE � PATH 0.02� �_'•r�1"-'.'�_ -n _- 18' 2, 10' _ _ 72' 12' 4.5' 5' � GRADE POINT `.02 0.0 _�2 _ .r�__4:.;;_= •-' .-� _ . --�_� - Z_ / �—� GRADE TO THIS LINE TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 —Ll— STA. 14-+�00.00 TO —Ll— STA.15+38.15 � -�2- (NC 5� / 21�) 17.5' 17.5' 10' --^ 2' ----- 5.5' 12' 12' 5.5' BIKE � � BIKE LANE �V--ARIES VARIES LANE � I 0' TO 0' TO � 5' S' GRADE POINT 0`_.02 0`_02 �_. , ., 0 �� 3;� _ - /� _� � GRADE TO THIS LINE PROIECT REFE0.ENCE NO. I SHEE( NO. l3-492� � 2 ROADWAY DESIGN PAVfMENT DESIGN ENGINEER ENGINEER INCOMPLE E IDLF�NS 110 NOT USE FOR /W ACCIUISIilO\ I'R�:LIMIN K'P PLA.1V�; I)O NOT IISF. FO fONSTRUGTION TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 —L2— STA. 16+61.78 TO —L2— STA. 19+25+/— (BEGIN BRIDGE) � —� �— cNC �� i �1�� 12' �VARIES VARIES � 12' VARIES 0' TO 16' z, 10' I0' TO 0' TO I 5' 17' ►7 �0.02 t ��� �'U _�2 i GRADE TO THIS LINE - TYPICAL SECTION NO._4 � 0``02 3;� - -- -- �� � USE TYPICAL SECTION NO. 4 —L2— STA. 57+00+/— (END BRIDGE) TO —L2— STA. 58+44.52 O' o' � � [ rn a w U � a� N o� �� -Y1- (ROL.AND AVE) 10' z, 16' 16' 2, 10' b" 5' 4.5' � � 4.5' S' 6" GRADE D._ 0�2 POINT 0�_02 � 0.02 OA� y\ :. r. . _ — _ _ _ •�—' � *� _— GRADE TO THIS LINE 3 �� TYPICAL SECTION NO. 5 � -Yl- (ROLAND RVE) 6' 16' 16' Z, � 10' � � 4.5' S' GRADE POINT Lp_p2 0��_OB � 0.02 0.0� 3�� � -_ -_ = -r-.���'- ' � � GRADE TO THIS LINE - TYPICAL SECTION NO. 6 USE TYPICAL SECTION NO. 5 -Yl- STA. 10+61.85 TO -Yl- STA. 11 -I� 95.00 3;� USE TYPICAL SECTION NO. b -Yl- STA. 11 + 95.00 TO -Yl- STA. 15 + 90.00 �. -Y1- (ROL�IND (�VL) i b' VAR. l Y- 16' VAR. 0' - 12' VAR. 72' - 16' z, 10' _ � � 4.5' S' GRADE POINT �0.02 �0.08 ��02 �.i� , .;..�.r.,,� U.0 �Y . ,.,,_---r-,9 3:1 .—,— ' �_._. /�.� VAR. EXISTING PAVEMENT GRADE TO THIS LINE TYPICAL SECTION NO. 7 "SEE DETAIL ON SHEET 2-D FOR LIMITS OF MILLING & OVERLAY � -Y1- (ROLAND AVE) 15' 17' 11' � z, �.5' 10, b„ � + MULTI-USE 1 � PATH GRADE POINT �0.02 3:1 � �=�Z �`�—oZ -.!. r�i ,r-n� —_:-3'� ��_i` - � ....:. � —'.- GRADE TO THIS LINE � PAVEMENT TO 8E REMOVED — VARIABLE EXISTING PAVEMENT TYPICAL SECTION NO._ 8 USE TYPICAL SECTION N0. 7 -Yl- STA. 15+90.00 TO -Yl- STA.17+50.00 PROJECT REFERENCE NO. B-�329 ROADWAY DESIGN ENGINEER SHEET NO. - 7_-A PA`/EMENT DES�GN ENGINFER INCDMI'I.I.'s I'N I�I.ANS uo �or use ron /w wcauis�rwN PRGLIMIN RY PLA.NS na }�O]' USe FO CaY5T1iVCtION USE TYPICAL SECTION NO. 8 -Yl- STA. 35+00.00 TO -Yl- STA. 48 t 06.53 � MILL & OVERLAY ONLY -Yl- STA. 48+52.57 TO -Yl- STA. 53+75.20 " NEW PAVEMENT SECTION REQUIRED FROM -Yl- 35+00 TO -Yl- 36+75 �� _ _ _ 0� � n 'o ci -a � N � P m O / (� -Y1A- (ATI<INSON POINT RD: 6' 17' 11' VAR. 1 t TIE TO EDGE OF GRADE � EXISTING SIDEWALK POINT 0�,_OB `.07 0_02 � yqR VAR•SEE XSG �_ — _ __� -- �-� �-- VAR. EXISTING PAVEMENT - � GRADE TO THIS LINE TYPICAL SECTION NO. 9 '*SEE DETAIL ON SHEET 2-D FOR LIMITS OF MILLING & OVERLAY USE TYPICAL SECTION NO. 9 -Yl A- STA. 12 + 90.00 TO -YIA- STA. 13 + 84.00 � -Y1A- (ATKINSON I'�INT RD) 6' 11' 11'- — Z' 70' � � 4.5' 5' GRADE POINi — `.02 SE� X �—.OB_ _ 0�-02 0.02 �� .� 3:l $G vPR� - �- GRADE TO THIS LINE TYPICAL SECTION NO. 10 USE TYPICAL SECTION NO. 10 -YIA- STA.13+84.00 TO -YIA- STA. 14+87.00 � -Y2- (LITTLE KINSTON RD) VARIES VARIES 10' z, 12' TO 16' 12' TO 16' 2, 70' 5' 4.5' � � 4.5' S' GRA.DE O.p �z POINT `.02 3 � _ � 0_02 —_ 0.02 __ 7:1 �/'-�,,,_ __:.-�_ - - .-�� J�-- -- GRADE TO THIS LINE � TYPICAL SECTION NO. 11 USE TYPICAL SECTION NO. 11 -Y2- STA.10+61.85 TO -Y2- STA.11+00.00 � Y2- (LITTLE KINSTON RD) 6' VAR. 10' - 12' VAR. 10' - 12' 6' 1 t GRADE POINT 0�_OB 0`_02 0.0 � 0.08� VPR. SEE XSG --__ . �AR. SEF X5� ----�—i ' . ��� VAR. EXISTING PAVEMENT - � GRADE TO THIS LINE TYPICAL SECTION NO. 12 USE TYPICAL SECTION NO. 12 -Y2- STA.11+00.00 TO -Y2- STA.12+35.00 PROIECT REfEkENCE NO. () 4929 ROADVIAY DESIGN ENGINEER SHEET NO. ? -/3_ PAVFAIENT DESIGN ENGINEER INCOM�LE E I�L�N5 DO TOT USP. FOA / W ACOUISITIO.�' E�R�;�.IMIN RY PI,A.NS no NOr usF. Fo (•o�ISrRULTIO`1 P � PROIECT ftEFERENCE NO. SHEET NO. NI '7 (j� B— 1929 — 1—C � �—YJ �Na NFW RIVFR DR / NL ��IU� ROADWAYDESIGN I PAVENGINORSIGN ENGINEER � -o a r VAR. VAR. 19' - 23' VAR. 19' - 23' VAR. _ - _ i 12' VAR. 74' - 22' 12' 1 t GRADE ���� 0�02 _—�_INT .. ..,..,—;:�� 0.02 � ��— — —� � VAR. EXISTING PAVEMENT _`� TYPICAL SECTION NO. 13 USE TYPICAL SECTION NO. 13 "SEE DETAIL ON SHEET 2—D FOR —Y3— STA. 10 ��75.00 TO —Y3— STA. 12+70.00 LIMITS OF MILLING & OVERLAY �_ —Y3— (No NEW RIVER DR / NC 21�) 10' � z, 21' � 25' z, ' VARIES 74' lA' ARIE 14' VARIES� 10' 6" 4' TO 0' TO MULTI-USE � 20' � 4.5' PATH GRADE 0.� �2 POINT � 0.02 i �—�Z 0.0 �2 3:� 3'� — _ --=�-.f�f�",� — — !� � GR.4DE TO THIS LINE 10' 2' 0._�2 3:1/- --\—� TYPICAL SECTION NO. 14 USE TYPICAL SECTION NO. 14 —Y3— STA. 12+70.00 TO —Y3— STA. 15+33.97 (�� —Y�1— (Sa TOPSAIL DRo / NC 5�) 16' .`I� 76' i VARIES 16' 2' — 10'-- 14' 4' 74' 11'�TO 4.5' - 5 _ 6" 1 t t GRADE POINT 0�_02 0.02 � 0�_02 _ 3;� _— -- �/��_ — GRADE TO THIS LINE TYPICAL SECTION NO. 15 USE TYPICAL SECTION NO. 15 —Y4— STA. 10 + 61.85 TO —Y4— STA. 17 + 75.00 � —Y4— (Se TOPSAIL DRo / NC 5�) 70' z, 16' FI� 16' 14' 4' 14' 1 t GRADE 0.0 _�2 POINT 3:1 � o_oz � _ o._ �z I VAR. EXISTING PAVEMENT I_.— — GRADE TO THIS LINE — TYPICAL SECTION NO. 16 'SHOULDER SECTION FROM —Y4— "'SEE DETAIL ON SHEET 2—D FOR STA. 13+22 RT. TO STA. 14+35 RT. LIMITS OF MILLING & OVERLAY » ��. 2' 4.5' S' — — - 6„ `.oz IT—�="'�� 3:1 USE TYPICAL SECTION NO. 16 —Y4— STA.11+75.00 TO —Y4— STA.14+35.00 INCQ)M}�LI: d'Yi PI.�N9 OO 1�OT USF. FOft /R ACOUISITIO.�' PR�LIMINA RY PLANS 0o nor use r�a CONSTNVCI'ION o` � N l0 u� v a M � K Q� N U' m o' i_ -�� VARIABLE MILLING WEDGING � ���.»,.,�.�. � # # DETAIL OF MILLING AT PAVEMENT TIE-INS "USE DETAIL -Ll- STA. 73+25.00 TO -Ll- STA.14 i�75.00 -Yl- STA. 17+00.00 TO -Yl- STA. 17+50.00 -YIA- STA. 12+90.00 TO -YIA- STA. 13+40.00 -Y2- STA. 11 + 90.00 TO -Y2- STA. 12 + 35.00 -Y3- STA.10+75.00 TO -Y3- STA. 11+00.00 -Y4- STA. 13+85.00 TO -Y4- STA. 14+35.00 15' -- 2' b„ 10' 4.5' MULTI-USE PATH GRADE 0.02� POINT 3:1 J=�: _— — 65' 20' -- g, APRON D 02 0.0� : _ --� u�._. �. 15' 65' -� 2' - 10' 4.5' 20' 8' 6" - - MULTI-USE PATH GRA�E 0.0_,� POINi � p_pz 3'�__? ,_..�,_.r._�y =O.OD .. .��., .�. �_ .. � � � —YS— (Ne -I Of'SAIL DRo) � VARIES 13' 12' 13' VARIES -- I � �� � I PROIEGT REFERENCE NO. SHEEf NO. B-4929 2-D ROAD\'IAY DESIGN PAVEMENT DESIGN ENGINEER ENGINEER INCODI9'L}: �'I's �I,ANS IKl NOT IISP. FOft / W AC[IUISIiIU:I Pi2GLIMTN�RY PLANS 0o nor ose ro CONSTNVC'i'ION ----�i --� —._ - _ �—� /L- VAR. EXISTING PAVEMENT TYPICAL SECTION NO. 17 MILL & OVERLAY ONLY � —HA1— � o.oz ' o.oz � GRADE TO THIS LINE ROUNDABOUT TYPICAL SECTION NO. 1_ � —Fi(12— 0.02 � - - GRADE TO THIS LINE ROUNDABOUT TYPICAL SECTION NO. 2 � 0_02 USE TYPICAL SECTION NO. 17 -Y5- STA.11+05 TO -YS- STA.15+55.77 65' 10' 2' 8' 20' 4.5' S' APRON 6 GR40E �-.. �_�2 - -POMT � 0.02 \ f�Yr� oo �2 �\�y ^`���_ .,.����3:) —�-- �/L� 65' 10' 2, 8' 20' 4.5' S' - 6" GRADE 0.�2 �`�p ' POMT 0`_02 \ �=�. . n��-�_3:1 /�-- � o' � �. -L�- (NC 50 / 21�) 50' I 30.5' 19.5' 10' 1' 7.5' 12' 12' 7.5' MULTI-USE Y � BIKE BIKE PATH LANE � � LANE GRADE - j'� POINT �,pZ �L , oJoz o.o� TYPICAL SECTION ON STRUCTURE NO. 1 30.5' 10' 1' 7.5' MULTI-USE BIKE PATH LANE (� -�2- (NC 5� / 21�) � 64.5' 12' 12' 4' 12' 6' Y BIKE �-- -- � � IANE � GRADE POINT - - � o;oz a.�z TYPICAL SECTION ON STRUCTURE NO. 2 c rn v a y PROIECT REFERENCE NO. SHEEf NO. _ B-4929 2 E ROAD1`IAY �ESIGN PAVEMENT DESIGN ENGINEER ENGINEER INGOMPL� � PLANS UO �Ol' USC YUN /N' ACOU15�T10.�' PRE�,IMIN R'Y i'LANS uo xor use ro cousrnucnou USE TYPICAL SECTION ON STRUCTURE NO. 1 —L2— STA. 19+25+/— TO —L2— STA. 54+25+/— USE TYPICAL SECTION ON STRUCTURE NO. 2 —L2— STA. 54 + 25 +/— TO —L2— STA. 57 + 00 +/— � r rn v M 0 fl O U C J 0 � U � O' N � b O / - _ _ - - - - --- - _ _ -- -- - - - -- PROIECT REFERENCE NO. SHEET NO. 8-4929 ?_-F N I ""' _ I— CHECKED BY: DATE- — PLANS [ � � `r' 0 � 0 U C 0 i � v ¢ a� N O' m . O� n - ._..-_ - I � � _ � = PLANS I _ __. ..- - - _ - _ . .. .. PROIECT REFERENCE NO. SHEET NO. B-4929 2—G ROl�D\vA7 DFSIGN ENGINEER INCOMPLIs F, PLANS O NOT lISC k'Olt l/N ACQUISITIO:I PRF,LIMIN RY YLr1N5 no Hor use t�o cuas'rn�cnou ON: �ND ROUNDABOUT DETAIL COUNN: 929 PENDER IED BY: ___..ED BY: DATE: P PROJECT REFERENCE NO. SHEET NO. 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SHEET NO. f3-497_9 9 ww snEEr No. _ /y� ROADWAY DESIGN 11YDRAULICS � O ENGINEER ENGINEER 8 1'q INC{DNIIDLE I'E I'LANS j 'i ?�, uo noT use eox t/w ncno�smiaN I�'� i � PR�;➢.IMIN , RY PLANS If0 NOT Vcti FO l:OVSTAUL'TIO.�' I�_ _ ___ � O I � ' I I I �7� 1.I OI : �� / I COIiC I �f Q � ==l Icl °' I ; ^ ; O b� IOI -�___X; � � =__� i°i ; , . .. i� �/� � 1' ` i c .v i I s i � r � �� I � � :I �`I I /3 �� I` �� ` l f � � y / � � � i �� � � ' i O O + � '�1' H N I } � W w 2 N � H _ V � �`.��+{al�., � . , �� ���� � . ;j'/ �'3:'''� , � / tl TOWN OF SURf CITY q �8 3186 PG 34 9 _ ' I � i� .�_� � __� �--1��_�_�__�a �J � � /�_ � t` \ ` � ` ,/5v. PAVEMENT REMOVAL � FOR -YI- PROFILE, SEE SlIEET l3 � � �-------- ----- ------ -- � ... - ..__ ... - _ - ------ _ _ _ - . . ...... ......�---. ........_-- -------- ... - - - _ -- - - - - _ _ __ __... . ._ _ _ _.. .. .. . ._. ... . .. _.._ .. ._ .... _ ..... ... . .. .. .. ._ ... . _ � Q, PROJECT P.EFERENCE NO. SHEET NO. m 8-4929 /0 N ROADY/AY DESIGN HYDRAULICS in ENGMEER ENGINEER — — _ _' -- _ - --- — — —L/ - - - � —L2 — irTco�nl,a; r a�Lr�Ns DO .�'OT VSN F01t /W ACpU1SiT10N PRi3LID4IN RY 9'LPsNS no NOT USH FO CO\5'I2UCTION END GRADE BEGIN GRADE _ _ _ _ , _- -__- _-_ -Ll- STA.15+38J5 -L2- STA.l6+6/.7Q _---_- _. _. ELEV. = 9.30' ELEV. = 9.30' BEGIN BRIDGE � - — - - --- - BEGlN GRADE -L2- STA.19+25 +/- - --- -Ll- STfLl3+25.00 - - , - ELEV. = 8.48' �n 3�_ -- - - —�_ _ _ _ -- ------ _ - `� 0 P! = I4f75.00 N EL = 8.03' PI = 18+20.00 — - - VC = l20' EL = 6.03' - - - — - - - - �.Q. -- ... -- V = 36 MPH -- -- KC= 50 -- --- _- . _ -- - I � _ _ _ _�� V = 35 MPN - - - � gp00% - - - _ -- -- — — -- ---- � - - - -- - . I I -- - - - � - -- --- ---- --- ---- --- ---- --- ---- ---- -------- --- --- � r-� .�oo � i ---� r2:o '--- --- ---- -- i ---- --- - _ -- - _a.r_ � .�oo % - - - �--- -- - — - -- • � ---I --- --- --- — _ _ - --� --- --- ---- --- --- --- ---------1---- --- - -- =1---- --- - --__ - - _ - - ---- I - -- -- - - -- -- - - FOR -!_I- ALIGNMF_NT,SF_E SNEET 4 - - -- - FOR -L7_- �1LIGNMF_NT,SEE SHEET 4 _ - I � � 10 11 12 13 14 15 16 17 18 19 20 21 22 23 � � __ __ -- — - - • --- -- — - � N $- --- — �� -- - - � -- - — — --- ��g 00% - - - - 70 - - — — -- - - I ---- - 7� � � � - - , — - - _ — _ _ _ b_0— � � PI = 37f50.00 _ I � - EL = 8/.30' VC = 400' -Q -- — - � - -- — - - -- l K = 53 - . _0 I V=42MPN - I - - - - i - - - - - - - - -- - - -- - - - - - _ _ _. _ _ I i -- _ — - -- - — - - � � � � _; � �� � �---- -- - - --- - - - N +)3.9000% - i — --- �M N. l l.5 ' - ---- - -- SP N --2 � - — - - -- - - 0-- , � - - — - — --- - — � -� � — - — -_ __ _- ----- - --- — 4 _ -� a--- ---- --- ---- � ---- --- -- -- ^^ --- - — - - - --- � — - � - - __ � -- �, t__ �.--_ I ---- -- -- --`- - �` '-- ---- -- --- ---- �� � --- - "� -�- ---- ---- ---'---- --- � -- ---- ---- - - 'I� -- ---- --- - - � � � � --- - - -- - . - _ � � `_ _" - i - -- " T- 1 � I - - �--- -- -- N P 1�... � ' m -�� — ------ — - - 0 °' FOR -L2- ALIGNMf.NT,SEE SNEET 5 ;S - -- — - - �.� o qv � P`� 23 24 25 26 27 28 29 30 31 32 33 34 35 36 ��. ,.�_ � i Q, PROJECT REFERENCE NO. SHEFT NO. N � -- -- - - - - B -4929 /l � 2 , ROA�1'/AY DESIGN HYDRAUUCS � � {' � 1/ � 36pf / ENGINEE0. ENGINEER - .__ _ ._ __.._ '-.'._ . _____'. __ -._'_' � : : � I � i ' _ / � � IN('OASPI,� F PLfLNS - - ' --, - - / --- - - - -- - - -- - UO 1:0]' USE FOR W ACUUISITION L- PRELIMiN RY I'LANS - -- -- • -- - _ _ uo . or se vo co. r c, . lL� -- _-_ ___ _.__ _— _..__- . — � � -- --- �— - ---._._—._ 1--- Pl = 37+50.00 � _ EL = 8/30, - . . . . i -- i - � 50— -- - - - vc = aoo� I - - K=53 __ - -- - V = 92 MPH - - - - - -- - - - - 7� - -� � - - - - --- - - ' a - LE , RA CE I `° 4_0 j - -- - - - - - - - ---I 14 5' � IN. PA -_ 65' MIN. I - i - _ -- - - - - VE Tl AL LEAR C� __30- — ( — - - - -- - - - -- - - - -- �� - o`R - - - — -- — - I -- -Z�-- o� � N � � d- -----. . - v�,�- -- — - — -- - - - - 10 �' � JU. __ _ -._. _ _.__- - .. . ._ _ .- � _ .. „ ___ __'_ _"' __ __ - '_______ __' ___ _ __I___ __" _'__ '__ ____ __ _ " ___' ___ ___'____ "^'I _ _ __ ___ ___' '_--__' - - _ ' I L�' - - _-_ _ ' __�'__'_ � � / �� ' �� �� �- . �-� / � _'__ ___ .� ♦ i _ _' _ __I'__ I _ _' _ -_ -� � _... - `_ - ` � - ' _ _ -' - .. _ _ ._- - _ '- -. - — _ " - - - - FOR -L2- ALIGNMENT,SEE SHEET 6 � � 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 --- ---- --- - - --- - -�2- --- --- - - -- -- --�_ __ -- _-� _ - - - - - - --- END BRlDGE - �O- -L2- STA57+00 +/- - -- - - - Pl = 56+00.00 - - --- - - END GRADE -- i EL = 14.70' -L2- STA58+4452 I __ 1 _ _ _ _ _ VC = 200' ELEV. = 9.8/' 30 _ --- -- K = /25 - ---- - V ) 55 MPH —20---- -�-- --- -- — - - — - 3 p�, : I 1 ' -- � - -- - _ - -- r - - -- - - - - �� �MW ELV.�l.4' . � - -- - - - --- — � --� �--- -- ---- --- - -- - -- �_ `� - �- - - -- - ---- --- --- --- -- -- --- ---- --- - -- _� -- _ --' _- - . - - - — - - " --- ---- --- ---- --- - -- --- ---- -' � � � N_ ..'._ ___ _" _ "_. . _ ( _ Q' v m - - 0 _. � -- - — � �- - -- ---- - - -- -- - -- - - - D % - - - - — --- FOR -L2- .4LIGNMENT. SEE SNEET 7 0 � I �o� ��o. ;�. 50 51 52 53 54 55 56 57 58 59 � a' PROIECT REFERENCE NO. SHEEf NO. 0' � B-�929 l2 - - — -- \_ � � ItOADWAY DESIGN HYDRAULICS — — - ENGINEER ENGINEER - - - - - _ \ / / INCOMP�,E � I�Lf�l�'S � DO TOl' US6 FOR /IX ACOUISITIOY PRELIMII�' R'Y �'L.�NS 0o Nor use ro Co�s'rnocnoa — - -__ I _ _' - _ - BE6/N GRADE - -- - _ - - -- --- -Yl- STAlOf6l.85 ELEV. = 930' _ - -- -- END GRADE - -- - -- — - I I I P� -��+10.00 f I -Yl- STA/7+50,00 EL = 8.33' � ELEV. = 494' — - -- VC = 80' -- — Pl = 16+90.00 K = 53 EL = 5.43' 20 - - -- V = 36 MPH - - - - - - - - VC = I00' __ _ _._ _ __ _. _ �� K = 3!6 _ _ V � 55 MPH � - � -- -- -- -- - - - --- --- -- _ - .0/45. (- .5000% � _� f-J .50 % ( J0.8/.7% - --- ---- --- ---- --- ---- --� — � -- -- - — — =1Q - - ----- --- - _ I - - - — - - _ _ - — --- — - -- -- �- -- -- -- - -- -- - 1 - - FOR -YI- ALIGNMEN!-,SEE SHEFT 4 I 10 11 12 13 14 15 16 17 18 19 20 - -- -- 1 - -- --- —/ / — - - -- — - --- � -1_ - - - - , ----- BEGIN CONSTRUCTION BEGIN GRADE - - CUL-DE-SAC OVERLAY - - - - EMBAIJKMENT REMOVAL -Yl- STA20+78.00 -Yl- STA3lf95.70 -- - - - -- — L V. _ - — ---- I ! END CONSTRUCTION - - — ----- - I � CUL-DE-SAC OVERLAY I 20 - I -YI- STA21+63.00 - -_ - _- - ---- --- ---- --- - - --- ---- -- \ --- -- - ---- " --- - i --- ---- -- - -- � � --- -- - ' ` ' ' --- - �� ---- - - �- --- --- - � - -- -.- -- -- . =� 45' _ i� � ry -- - , -- ---- - - _ __ - - -- � � --- --- - --- --- rf �oo z `` � J( O ____ .. _ ___ - �\ _ _ ___ — - __— \ � _. \ --_� - - -- — `� -.� — �f �- - � � . �, � , .� : � . ._., � ; � --__ � N" - - _ "_ ___'"__ _ .. _._ � ._' "_ '._' � �_- ' �__ -'_ "_� � / �"_ n. __ -2 Q - - 0 ¢ °� --- ---�- --'----- --.- — . _-_-- — N 0' m_ -3- - - - — --- - - - - — - — 0 % - -- - -- ---- - FOR -YI- N_IGNMENT,SEE SNEET fi - e o� �' ���. 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 �._ , _ _ _ ............... . .._ -- -- ---------_ .-----------. ..... _....- -- --- - - ------ -- - --- -- ----- - _ _ _ P . � I PItOJECT ItEfERENCE NO. SHEE� NO. N _ I I __ I_ C3-4929 l3 i ROAD�vAY DFSIGN HYDRAUIICS n ENGINEE0. ENGINEER _\// _ irrcol�'ii=�,r. � �i.a�nTs / DO NOT U56 FOR /W ACUVISIYIO:i YRELIMIN R'Y �'LANS _ _ . __ no xoT use r•o CO:ISTRUCTION END GRADE 1 -- — EMBANKMENT REMOV.4L/ BE6/N CONSTRUCTION ROLAND AVE.IMPROVEMENTS - -- - - -- -Yl- STA35+00.00 ELEV. = 5.31' � - ------ ---- - -, -- --- - - = f -- - --- - --20 EL = 5.91' ------------ --- -- -------- - VC = !00' __ _ -. - - K = 358 --- - -- V > 55 MPH -- - ��-- --� - __-- . - - -- ---- -l___ - -- -- - - -- -- — - —,. _ 1 10 — u�i +JOJ006% _---� -- ---- --- -- - -- I I I I (+ J00 % ( lOJ7 6% � � -� - --- -- -_. _- ---- _-- __ _ - - - - --- - - - - -- �-- _ � - - - - -- ----- - - -- --__ �� . --- -- -- FOR -Yl- ALIGNMF_ NT, SEE SNEET 9-- � � I 34 35 36 37 38 39 40 41 42 43 44 45 46 47 I � _ - / / - -- -- -�//-1 -Yl- SrA.48+29.55 = END MILL & GVERLAY END 6RADE END GRADE -Y3- STAl2+q892 END CONSTRUCTION - -YIA- STA.19+87.00 -YI- STA98f05.52 -Yl- STA53+7520 ELEV.= 8.29' - - - ELEV. = 4.65' - -- - L - - I BEGIN GRADE I I � - -- -YIA- STA.12+90.00 BEGIN MILL & OVERLAY � ELEV. = 6.4d - - -Yl- STA.48+5350 -Yl- STASI+l6.52 = -- - - - -- -- - p( - /3+40.00 -20 ELEV.= 4.64' -YS- STA/2+46.62 EL = 6.25' 20 -- -- -- -- - - - ------ - - --__ K=59 I V = 38 MPH - - , - - - -- I - ---- ---- ----�--- ---- ---- ---I---- - � ---1---- --- --- -- - --- _ _ - ----! --- ---- -- - --_ --- - --- ---- --- ---- --- ---- -- --- � -- ---- -- ---- -- --- _ -- � � �.� 6, - - - - � � �: - -- --_ _---- -- -- - - - -- - � _ - - - - -- � � M � - - ----- - a �� -- — --- -. _ — _. —_. _ . . — �-- � - — -- - -- — — ¢ Q' --- --- - - N" "_ _— _ _ '" — — ' O' P (11 / --_ . __"— — _ ___ —"__ — —__ I _.— ' _ . _ ._—_.__— o �- �- : FOR -Yl- ALI6NMENT, SE[ SHEET 7 -- --- FOR -YfA- ALIGNMENT, SEF_ SNEET � 0 �v ��o QKQ ���: 47 48 49 50 51 52 53 54 10 11 12 13 14 15 �_ � PROJECT REFERENCE NO. SHEEi NO. �, B-4929 /4 � i � � ROAD\'/AY DESIGN HYDRAULICS in ENGINEER ENGINEER _ _ _ � � _ _ _ _ \ / 7 _ __ INC�MPI,P I's pI,ANS r J no nar �se roN Vw ACOUISITION � �RI3I,IMIIV RY I'L.4.NS no nmr use eo crovsr�w�-nou _ —__ __ _. — _ _ _ —_ ( _. _ — _ — — I —_-- _ . . .._ � _ _ — _—__. .. .._ . �_ . __. - _ ___ _ . I BEGIN 6RADE — -Y2- STA.l0+6/.85 - - - - - - -- i - - - ELEV. = 9.30' END GRADE BEGIN GR/�DE -- --- - -Y2- STA12+35.00 - -Y3- STA10+75.00 -Y3- STA12+48.92 = -- - Pl = 11+75.00 ELEV. = 683' ELEV. = 3.82' -YI- ST.4 48+29.55 Pl = I3+75.00 Pl = 14+95.00 � EL = 7.07' -- — -� - - f EL = 6.07' EL = 8.47, -- -- - vc =�2a ( VC =/00' VC = 50' END GRADE 0_ K=76 Z�- V = 94 MPH - - — - -- - - - - - K = 80 K = 32 -- -Y3- STAl5f33.97 I - - I l - —� -- - — -- -- - V = 95 MPH V = 36 MPH ELEV. = 8.63' 10 - � 0 � - - -- -- - - - —.. - ---- --- ---- --- ---- --f /9/'(�87- -_ . - ---- ---1---- --- ---- --- --- --- ---- • (+)2.0 00% +10.4 0 % - - . ! 1Q9 -- --- -�- ---- ---• . - - - --- --- ----°--- -------, : - --- � - _ _-10 FOR -Y2- Af.IGNIAENT, SEE SHEET 4 - - — FOR -Y3- ALIGNMENT. SEE SHEET 7 1__ � � � � � ► � 10 11 12 13 1.4 10 11 12 13 14 15 -- -��- -YS- - - ---- _-- --- _ 1- _ - , - , BEGIN MILL & OVERLAY __ _ END MILL & OVERLAY BEGIN GRADE - -Y5- STA.!1+05.00 -YS- STAl2f46b2 = -YS- STA15+55.77 -Y4- STAl0+61.85 PI = !1f90.00 END GRADE ELEV. = 8.88' EL = 7.62' -Y4- STA14+35.00 ___ _ -Yl- STA 5/f/6.52 - - VC = l00' I ELEV. = 6B8' � �� K = 147 - V ) 55 AIPN -- - - — ---- -20 - - - - - -- ------ I - - — - m --- ---- -- ---- -- ---- --- ---- --- -- ---- --- ---- --- ---- --- ---- --- ---- ------- ----- _- -F- - ---- --- ' --- i _ — � --- --- ---- -. �� �r-�o o .r`--- ----T--- --- - i - -- -- � v --- - , °_ �------ _. m a Q' -- - —i - - -- - -� - — N O' v "�' -� � - -- - - -- - � - % - - -- FOR -Y4- ALIGNMENT, SEE SHEET 7 - I FOR -YS- <1LIGNMENT, SEE SHEET 7 0 Ns I 0 N � %. 10 11 12 13 14 10 11 12 13 14 15 ,�,-_ _- - _ _ _ _ ..... .. . .... ... . ........ .... _ _. _.............. ........ -- ----- ---------- -- - - - - - - -- - - - - _- -_ - P PROJECT REFERENCE NO. SHEEf NO. w B-4929 15 � I ROADwAY DESIGN HYDRAl1LIC5 ENGINEE0. ENGINEER - -- - -- I — / 1 / I I - -- - - — S L I _ INC�MP➢,�: P IDLf2NS DO 2:(JT U36 FOR /N' ACQUISITIO:1 PRELIMIN RY HDL?�N5 uo nor use No co�srnucnox _—.. _-_ — . _. _ _ ___-_ . _ - _ _ . _ . _. .— — _ _ —_ _ —__-. ._ _ _ _� ____ _—__---__'__- ____I'_'-. _._" ___ ______ . _ -. .. _. _ . --.. _.- ROUNDABOUT OUTSIDE EOT ROUNDABOUT OUTSIDE EOT I -RAI- STAlOfa0.00 -- -- - -RAI- STAl4f08.41 - — SLIP LANE OUTSIDE EOT SLlP LANE OUTSIDE EOT ELEV.= 9.30' ELEV.= 9.30' -SU- STA10+00.00 -SLI- STA.12+24.20 _ _ - - - - - _ _ — � -- -- - - _ ELEV. = 6Jl' - _ -- _ __ _ ELEV. = I1.80' n — �i n n � � � '�� `r.°� o � � � - — m c� - + � - -- � m Pl = 1Of90.00 EL = llI.00' � — — - M i- 4 Y- � d ? d � _ — � � _ -- d o _ _ _ _ — E� = s.�g vc = sa -- � d �- � i- � �- d VC = 80' K= 87 �- �^ �v� �� K = b6 V = 50 MPH _20 _- i cn __ i _. i i V= 90 MPH i � � i �� �� �� �� I I I 1 — — --- I I - --.. . -. _ I I - — - --- --.. f+J2.Q000' ' �• --_ ]� AO 0% - - - -- -- - - - �0 - � - --- --� - ; � ---1____ +)1.7 0% �- _, _ � --- ---- - --- --- ---' -- - �-- - - ---- --_ r--- � i --- ---- '- -- _� �---- ---- --- ---- --- ---- � - - -� -,o - --- — — - - --- - — �-- — -- FOR -RAl- ALIGNMENT,SEE SHEET 4 FOR -SLI- ALlGNMENT,SEE SHEEI- 7 � � � � 10 11 12 13 14 10 11 12 I --- -RA2- --- --- -- -S�2- - -- ROUNDABOUT OUTSIDE EDT SLIP LANE OUTSIDE EOT ROUNDABOUT OUTSIDE EOT --- - - - -RA2- STA14+08.4/ - -- -SL2- STA10+00.00 ' -RA2- STAlOf00.00 ELEV. = 9.87' ELEV. = 11.62' - - -- - __ — � ELEV. = 9.87' SLIP LANE OUTSIDE EOT n -SL2- STA13+08.b6 -- �� - — — u m — ELEV. = 7.05' PI = I0+30,00 � v- � ro � - EL = 9.87' `r `� °' °' °' °� VC = 60' ���'o *�� M* K = 33 ° �' Pl = 12f04.20 '� � `n Pl = l2+14.24 o u� d'n � EL = 7.34' - - V = 36 MPH � � VC = 20' � � I ~ d VC = l00' -- - - — a I � d �� Pl = 13+78.9/ K= 59 2Q-- i� K= 33 -- -- i cn --� -� -- �— — - V= 38 MPH I 0 c� i V= 28 MPH � i - EL = 9B7' � � � J vc = sa K=33 - -- � � � �` � � V = 36 MPN (-J�025 . � JI � - I O � +Xl 00% (f� 00 � --- ---- ---- ---fij-1J i - � � -- --- ---- - � (-/997.•_ 3 a- � --- --- --- ---- - ' -- - -- - v ¢ °� — - - N Q` m _ _ O / —__ _ 0 I a � -- -- — -- -- - - FOR -RA2- AUGNMENT, SEE SFIEET 7 --- — - - - - - - - - - -- - — - -- FOR -SL2- ALIGNMENT, SC[ SHEET 7 oa �'U CJ q V� ��^ 10 11 12 13 14 10 11 12 13 ................�-� -..... . -.. �- - - ----- -------------------------------------- ------------- --- ------------- -- - - -- - �� ---- -- -._...---.............. ............ . . . . .... ............ . ........... ......................................... .................................................... .............................. ................ ...................................... .... ........................._.................. � - - � ._....................................