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HomeMy WebLinkAbout20171358 Ver 1_Town of Beech Mountain Sidepath Project-Plan Sheets_20171024CONSTRUCTION PLANS FOR TOWN OF BEECH MOUNTAIN SIDEPATH PROJECT- COUNCIL MEMBERS: E. RICK MILLER, MAYOR PAUL PIQUET, VICE MAYOR RENEE CASTIGLIONE WENDEL SAUER RICK OWEN WBS ELEMENT 44480 TOWN OF BEECH MOUNTAIN, NORTH CAROLINA AVERY AND WATAUGA COUNTIES �� t��.�.. �.. `= J ...�F - ' s � _. ... � , � - ,,• n .,�..�.a. .. ._ . „ 9 -��- . .. . . O PROJECT LOCATION � . `..., � ... PROJECT VICINITY MAP NOT TO SCAIE TOWN MANAGER: TIM H. HOLLOMAN TOWN ATTORNEY: STACY C. EGGERS, IV raughn � Me11'on Consulting Engineers, Inco NE HWY. 105 EXT. - SUITE 9 BOONE, NORTH CAROLINA 28607 PHONE: (828) 355-9933 R . L BEECH MOUNTAIN �oo�w uRouww iu� ,��r< �w.�'i t: PROJECT LOCATION MAP NOT TO SCALE CONTACT INFORMATION: TOWN OF BEECH MOUNTAIN 403 BEECH MOUNTAIN PARKWAY BEECH MOUNTAIN, NORTH CAROLINA 28604-8012 PHONE: (828) 387-4236 FAX: (828) 387-4862 www.townofbeechmountain.com GEORGIA (770)627-3590 KENTUCKY (606) 248-6600 NORTH CAROLINA (828)253-2796 SOUTH CAROLINA (864) 574-4775 TENNESSEE (865) 546-5800 www. va u g h n m e I to n. co m Copyrighf Qc 2017 Ail Rights Reserved UTILITIY PROVIDERS: ELECTRIC - Mountain Electric 1373 Elk Park Hwy. P.O.Box 1240 Newland, NC 28657 Phone: (828) 733-0159 WATER - Town of Beech Mountain APPROVED FOR CONSTRUCTION: TOWN REPRESENTATIVE DATE SEWER - Town of Beech Mountain PHONE - Skyline Membership Corp. 1200 NC Hwy. 194 North West Jefferson, NC 28694 Phone: 1-800-759-2226 DRAWING INDEX SHEET NO. SHEET NAME C1.0 C2.0 C2.1 C2.2 C3.0 C4.0 C5.0 C6.0 TITLE SHEET SHEETLAYOUTINDEX GREENWAY ENTRANCE AND PARKING LOT PLAN AND PROFILE STA. 0+00 TO STA. 13+75 TRAIL NO. 2 PLAN AND PROFILE GREENWAY ENTRANCE PLAN VIEW PLAN AND PROFILE STA. 13+75 TO STA. 27+50 PLAN AND PROFILE STA. 27+50 TO STA. 41+z5 PLAN AND PROFILE STA. 41+25 TO STA. 55+00 PLAN AND PROFILE STA. 55+00 TO STA. 68+75 UTILITY NOTE The existing utilities shown hereon have been Iocated from a field survey. The Engineer makes no guarantee that the UNDERGROUND utilities shown comprise all such utilities in the area, either in service or abandoned. The Engineer does certify that they are located as accurately as possible from the information available. The Engineer has not physically located the underground utilities. The contractor is responsible for locating any and all utilities prior to any construction. 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KENTUCKY 606-248-6600 TENNESSEE 865-546-SBOD NORTH CAROLINA 828-253-2796 SOUTH CAftOLINA 864-574-4775 GEORGIA 770-627-3590 v.vaughnmeiton.com Copyrgnt0c 201] All Righls Reservad oanwN: a.c.o. CHECKED: M.A.C. JOB NO: 91736-02 SCALE'. AS NOTE� onre: zsnuczoi� FILE NAME: SEE PLOT STAMP ORAW ING TITLE: SIDEPATH PROPOSED LAYOUT SHEET �RAINING NO: , OF C�.O r NOY}� Coro�ino�Sto;e Ptone BP s 0+00.40 N 899599.8228 E 7152432.2917 /� / i i i � / i i i J ! e� / / ! j / I f � t 1 ' O 1 � �4f � A � r 1 � �� � I ,��.:. :.�k� PC = 0+96.73 -�-�' P"f s 1 +0� ��� �5" � � �i ko�h �O oij?a' I SpQp@ IOlp�g ' �-,.�_�'� .,� i � j + 1 '/ \i � � k i ' �� ,.� � �t� # � df P �, �y<�r a� y / � a Ao�r e�" ti ��� � � a� ` C$ @ � / �, (¢-°�i Og a � a 3 ���_ � � p 899879.9816 ' � 9752353.0844 6+p0 5kq0�� �--------.' � ur r� eoor�a.s E 9152303.8 T� � � ,�---"- �� ssss�s.sser � ''� � N 9D4Q74.8562 \ F' �` � E f 152326.5852 � �L. � uP � E 7152310.7888 �l �f� . '"" •-- - - - - - - - - - - - - - �� � �' ^ ---- - � J \ "' _!____-----'----'---------zxa__�--------- 4+40 �� �/ � _ ----- � \ �" " � � 6EECH �OUNTAIN � �. ���' ,_�-''� � PARKWAY � �-- ,�.$�-�' , .,... �-- � PT = 4+44.00 _,�-------------------------- _. ��`"" r.... __ .._ _. __ .� _ �\ sstai ,� =-" � �a�tesev.� ,- � uw.�san.s � i "' � .� - � � � �� � �� �� �-PT = 3+05.34 _p 899784.6632 7752502.7$d6 �t �I a�r PT = S: � a PC = 72f34.7 PT = 92+24.96� PC = 12+22.8?� PT = 75+71.18 PC � 71+63.57 t2k0a• PT = 49+44.42-� / ° J � PC = 90+62.65 1`�p0 /� . 1,�'' . ... �. 3 r/ �+" r� P�s&+49.7Q � �...-''r . ��� � PC = 9+98.54 ,�l � PC = 8+67.96 .q. *,����� r / � 'r y O � . '--" -,Y"� � � /' r / .,.y,. / Q � PT = $a�63.59 .. _'"-"�_-" / / or t{ �':..//"�--"� J' � ��// � f� .. 4kOD � � . ^'/��:': � f / '''/ / �/ i�4 aV / �:'„r'' � % PF '!�~�..�^''' ? = 9+57.26 / / .�,o� p,.;, �,'-�"" �./" / ��,,..^^ �� � � PC = 9+4S.fi& _,_._ ✓ � % � / � �- �" [ = St-54.94 ..-- -'' "�'O `CPZ� ��� } z °� ``�L.�° = " $k G� ti � At � � '-- -- - -'_'-'_ �'l �4PR W // �` asar�r\� ` N 300262.SS17 /� °A ev,�r dP -�� E 7952266.5384 _' �` cq `�.,,, _ _ \ ��} Q�� OR/V(�yAY � �..`� � ' � r, P' fX � ��__ --�.. i _ Pi = 8}27.82 � 1 -.. ,.- � ` � T P[0 UP. Jf `�-���s�.-�. �.� d P � �NSTdtI. t2" HDPE DRANd PiPE. SEE DEfdILS SHEET 'tZ w ``� �;� YR�Ab r�«�Hc l ORfNY� ``_ � `� � i ?�. OO bR(! �� ` �R fW4v .P�f� � • '�� FJ) + W P%p.� /. ,a93U'�. u� L�� e�a a�' i f% .24 C = 92+4$.98 - � PC = 13i-97.65 = 93+18.83 ` 'O�x 13+Ofl t PC = 13+95. PC = 93+80.32� � :. � - r n ------ '- -'--�si= / � -- � ua. Pj = ��.F�g.� P4 900574.83C E 5752622.54 PT = 93+60.88 N 900493.99&7 E 5152071.3738 , �Av.<nai ! .��j � � 4M. QA F� � '�tl. � `� q� -ruv=<v�i L � � � F'��� -�.A,,.�� g�w.v � gr � w � ` - � ��Q`�5u'3 _. � \ \\ � , L ,� �q� ��. � ` _ .a9r�'Y�ak, c � "-,.,� mw.as�. ~`'r�.. .Fr, r.� N'a« M''�i,asn `' =49FSi i! � ^m Q �,,, 'o,�..y � �a<p i � `�.. / r nro j a r. �a N 960676.9128 E 7157999.54t'�. PC = f4+51 PT = 14+5: PC = 74+82. pT = .��''r84.: �.�� ���w� �`��'� ir..� ��• � .,�i� �� ����� `J � e� ��� Q� notx � � �PT = 73+ 6.�9 � yg%d0 \„ ;� ';`.°,...; � =""�- �`\ � :$x�o � �R Q � � 0 . . �� *�. ,. . PI ° E it PC = 15+7 PT= t p� \ \ �y � l. PEQ `~ 9 � a,, �� 474� �� � Ry�v�v �r �.,`�•�`''�w �5�6 � ., �\ \ \ 24 PC =�4.y5+90.62 \ �i�� p� PT = 15+�9�.80 N 900879.3732� E T952073.6169 PC = i S+g9.96- Pr = �s+ss PC=1 = 97+92.70 rPC = 77�d-96.6$ % � \ l PfD I!P N. �� �rsa �` �>� xe -�-----._ -PT = 17+��. .-PC = 17+65 � i ; �\r � � ` l°lNe `. r ara Up � �FG �= 77+42.83 � �� Gi= 97+49.17 \ .� YP7 = 17+07.66 l\ / v-PC = 17+07.15 ix� \ q� } l �1 y o� M P� ���` �e PT � 16+80 94 �PCtr= 16+71. ` ,t n ��PT = 18+53.5? C = i8}5f.96 �PT = 15+38.50 / 0 '� j / �F�fO / 4 �� �� �f y � � °` 1( 9� fr34.3S \` . i, � � � � �� i `��l�� G�zAP��c� sc�� tY � ( 7N F2's7 ) I Snch = 30 PL 0 � U O o W � 0 z Q Z J O � U S � O Z z H Z � � � _ U W W m �e��9�E1�0 � 1�6��9 Gonsultlng Engineers, lnc. KENTl1CKY 6D6-248-6600 TENNESSEE 865-546-5800 NORTH CAROLINA 828-253-2795 SOUTH CAROL�tJA 864-574-0775 GEORGIA �7�-627-3590 rv.vaughnmeltan.com COPYright0c 201] NI RigM1is Reservetl DR4WN: R.C.O. CHECKEO: MA.C. J08 NO: 31130-02 SCALE: AS NOTEO DATE: 25 AUG 201] FiLE NAME: SEE PIOT STAMP �RAWING TIRE: SIDEPATH GEOtJiETRiG �AYdUT SHEET pftAWiNG ND: � �F ��o� 2f50 5640 .:'; . � �.:. -. . ... .- .,5040 5035 . �� .. .. ��5D35 5�30 — _ � ... :.. - �5030 5025� "'' � rv+a � .�: ��. ��. I5025 wai$ .: �:�. ::. � 502Q40 . -30 ... _20 . -iQ �". 0 ...: � 10..... 20.__ 30.::�. , q`�20 2+oa 1+5Q 1 +04 5045 _ � 5045 5046 � � � ��:5040 � � I 5035� -' — - �n �:� �.- - 'S635 �� ,;: 503Q�0 � _30 ... _20 .��� -70..�. 0..: 70�� 20�� 30�� q�`�30 Q-i-`J� 0+00 5D55 . .. ._ . _. _ ..,`s055 sosa !soso 5645 - - � _. e " �5fl45 — -�w_� 504L} ._...:- — "",`_: . � � .�. ,va.._ . __ . �5046 ... _. ».ci ... �.�. �. . ..�. �� . �.. �.. . 5035�0 � -30 � -2�..:� -70.:�. 0.... i0�� 20�� 30� ��`035 5+50 �+oa 4+50 4+00 soso - saao 5425 - � . -� : EQP' - :5025 � , � _ . . , .__._....r-.--�_ _.._,_.:_. _. -r -=_� 502D ."... 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JOB NO: 31730-02 SCAIE: AS NOTE6 �ATE: 25 AU6 2011 FILE NAME: SEE PLOT STAMP ORAW ING TiTLE SlDEPATH CRdSS SECT(ONS SHEET DRAW!NGNO' � pF � 9 .� 8+00 7+50 �+oo s+5a • t� 10+50 tO+Cd 9+50 • �i �t'S-i' �JQ d z J a � a U S � O z z ¢ � z � c � _ U W W I m �����.� � '��� Consuiting Engineers, 9rtc. KENTUCKY 606-248-6600 TENNESSEE 865-546-5800 NORTii GAROLINA 828-253-2796 SOUTH CAROLINA 864-574-4775 GEORGIA 770-B27-3590 vaughnmeitortcom COPYri9hl02671 AlI Rights keserve� �RAWN: R.C.D. CHECKE�: MA.C. JOB NQ: 3173�-02 SCALE: AS NOTE� � OATE: 25AUG 2017 FILENAME: SEEPLOTSTAMP ORAWING TITLE SIDEPAiH CROSS SEGTIdNS SHF_ET ORAWINGNO: ? �F B @ B . v 13+00 12+5Q 12+Q� "'=40 -30 -20 -70 0 10 20 30 4d"� 11+5❑ ��+ao 15+50 is+aa 14+50 14+Q4 13+50 ¢ z J 4 � U S � O z z ¢ � z � O � S � Lt! W � Yc�e�e�#m�a � �f��tl Gonsul4ing Engineers, Inc. KENTUCKY 606-248-6600 TENNESSEE 866-546-5800 IVORTH CARQLINA 82&-253-2736 SOUTH CAROLINA 864-574-4775 GEORGIA 770-627-3590 vaughnmelton.crom GOPYri9ht0c 20t] NI Rlghts Reservea DRAWN' R.C.D. CHECKE�: MA.C. JOB NO: 31730-02 SCAIE: AS NOTED DATE: 25 AUG 201 ] FII.E NAME: SEE PlOT STAhfP DRAW ING TITLE: SIDEPATH CROSS SECTIONS SNEFT ORAWINGN�J: � �F �� .� 18+50 18+Qf� 17+50 s93o ,a�3o 4325 � �4925 �.., EDP �� 4420 ��� — .. !a920 ------:� \ ..:: 4975 �. :- �4975 49104Q � –30 � –20 –70 . 0 .. 10 .. 20 :. 3Q � 404910 17+00 16+50 494Q _._ . _ ..__. ... _. ....:4940 4835 � E�P � � - �-4935 _ __ _ _ __-��_ ___ _—� �. 4439� - ;_ --.t930 492540 ... _3Q ... _ 20 . _ S � . _ 0 ... i D �:. 2,0 ::: 3� -�. 404925 16+Od 19+00 _ � � Z Z Q h Z � O � s U w w m �a.���e�o � e��� Consuiting Engineees, inc. KENTUCKY 606-248-6600 TENNESSEE H65-545-5800 NORTH CARp�INA 825-253-2796 SOUTti CAROLINA 664-574�775 GEORGIA 770-&27-3590 mvw.vaughnmeiton.com COPY�9hl�c 20t'! Ali Rights Reservetl �RAWN: ft.C.�. CHEGKED: MA.C. JOB NO: 3t�30-02 SCALE: � AS NOTED �ATE 25 AUG 2Qt? FILE NAME SEE PLOT STAMP DR,4WING TITIE: S€DEPATH CROSS BECTiQNS sNeer aRaw�iN� n�cr: ? �F d@ 9 .�F � PpVEO TR4IL SURFACE NOTES: i. THEFOUNDATIONUNDERTHEPIPEARCHAN�SIOEBACKFII.LSHALLBEADEQUATETOSUPPORTTHE LOAOSACTMG UPON IT. WHERE THE TRENCH 80'frOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTFS REQUIREO 8Y THE [MGINEER ANCI RGPIACE NATii SUlTA6LE MhTERiAI AS SPECIFIED 8Y THE ENGINEEft. 2. BEDDiNG tu7A7ERIAL SHALt BE S'RN� Ai H 3` MW DEp7'H WI M A MAXIMUM PAftTICLE SI2E Of 025". 3. HAUNCH 2ONE MATERIAL SHALI CLA551. II OR Iil AN� SHALL BE HANO SHOVELED OR SHOVEL SLiCED INTO PLACE TO AILOW FOR PROPER COMPACTION. -0. INITIAI &4CKFIl.I FOR PIPE EMBEOMENT TO MEET AASHTO A-t, A-2 OR A-3 CLASSIFICA510N OR APPftOVED EQUAI, COMPACTEO T090% STANDARD PROCTOR (T-99). M.4XIMUM PARTICLE SIZE NOT TO EXCEED 3' (t2.4.i,2�. AL� I.IFTS SHALL BE PtACED IN A CONTftOLLEO MANYER, IT IS R[COMNEN�GO THAT lIFfS N05 EXCEE�AN II" UNCOA9PACTEO LIFT HEIGHT TO PREVENT UNEVEM LOADING, AND TNE LESSER OF t73 THE SPAN OR 24" AS THE MA%IMUM DIFFERENTIAL SIOE-TO-SIOE. a. IYITIAI. BACKFILLA80VE PIPE ARCH MAY INCLUDE ROAD BASE WiTEft1AL {AiJD RIGID PAVEMENT (F APPLICABLE). THE MINIMUM COVER HE16HT IS t2'. 6. �ETAIL BASED ON 240-CSP-STANOARD BACKFILL-PIPE ARCH-ASSHTO DETAiI PROVIOED BY CONTECH EN6WEERED 50 WTIONS, LLC. STA. 3+27 +l- � ARCH CSP PfPE IPlSTALLAT6C?N DEi"AiL NOT TO SCAIE @�-COMPACTED BACKFILL'�a. z � 1 EX. GRA�E ���; ', � � � PROPOSED TRAII �_ \ � ���� \ � \ INV E� = 49$7.00 i z.o' � (` � _.----- — N � C N � � o s o.a� ; o �G���pv�RE.O c�n vi, ���PE Pc� � t.Q' S.Q' � 5.0' 1.0. a� �,Jc�'i ( � E�F,•"q .� 2.0% MAXIP�UM CROSS SLOPE q ) � � � ��04� �1� ��\�F' . . 't ��pJ`��' �\��� � .. . I ._.--� EXISTING GROUND i C0�1PAC?ED EARTH BACKFILL � � 2" TRA,IL SURFRCE S" ABC STONE � SIDEPATN TYPlCAL SECTIE3M1d (ST,4. 0+27.26 TO SiA. 13+25 A�BD STA. 16+60 TO STA,. 17+20) NQT TO SCALE fJ57 STONE PROPOSED TRAIL � 3' �iN I� OOERLAPVJ01 TEO�EX�i N. � 12" PERF6RA7ED HDPF ST�1. �+00 �'/- 2 DRAIhi PIPE INSTALLATION DETAlL - SECT[ON ViEW SCALE 1" =2' `��--CQMPACTED BACKFILI'\,�.. N 7$ IF�T�RA—`-�-----_'".-'----- S°' PAIN, /j57 570NE � EXISTING GROUND / i- CAST-IN-PLACE � CONCRETE RETAINING WALL VdITN CULTURED STONE PACE EXISTING GRQUND � . �--' _.. �\� ip �F OF �2 SO`—��'' ' -_______ L 6 'HAtC HDPE NON-WOVEN GEOTEXTIIE. OVERLAP JOINT 12" I�IN, STA. &tgp +/- 2 dRAi�i PIPE lNSTALfAT3(3t� DETAIL - PROFiLE V9EW SCALE 1" =2' t i/2° I.D. SCH. 40 PIPE HANDRAIL t o.o' � � � NjO (` N� L � O � O N a.o• N � 1.0' 4,0' 4.0' 7.0' � ^ Q � 2,09 PAAXIMUPA CROSS SLflPE � .. ¢' ... � . . � � . , � I .. , . . . , � .:�._--=--- INV EL. 4983.00, OR MATCH TO FLOW LINE "�------� � -- —' — — — — EX. GkAGE -- EXISTING GROUND � _— I ,.---- — — S�a4����� �J\¢Eo E t `ti ��.lv�' E�`�V� 2" TRkiL SURFACE 6" ABC S56NE __ COMPACTED EARTH . . � � . BACKFILL � SIDEPATN TYPlCAL SE�TBQN {WIlh RETAENi�G WRLL} (STA. 13�25 TC3 SiA. 16+6Q) NOT TO SCALE Q � J 0 � Q C1 s K a z z Q � Z � Q � _ u w �m ���d���� t�'O�! Consu6ting Engineers, &nc. KENTUCKY sos-zas-ssoo � TEPJNESSEE 865-546-6800 NORTFi CAROLINA 828-253-2796 SOUTH CAROLINA asa-s�a-a��e GEORGIA 776-6273590 ww�n.vaughnmelian.com CoPYri9ht0201� Ali Righis Reserv� DRAWN' R.C.D. CHECKED: M.A.C. JOB NO: 39730-02 SCALE: AS NOTE� DATE: 25 AUG 2017 FlLE NAME: SEE PLOT STAMP OR.4W WG TITLEE SIDEPATH DRAfNAGE DETAiLS SHEET ORA`MING 4Q: ' �F �4.0 �