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HomeMy WebLinkAboutC-101_Franklin Road Plan V1APPROVED )r :: M06/22 ...L'ABiRR ry � ooia � I C-401 STA: 0+00.00, 0.00'- / _ TBC 2567.17t -------------------------� __ — ---BEGIN CONSTRUCTION t --I MATCH TO EXISTING- c- SL1 FRANKLIN RD. 1 SL5 EG 2567.15f SL2 - 30± - ,::2567. HORZ 0 20 40 r VERT 0 5 10 SCALE IN FEET SL14 SL13 EG 2567.65t _ SL7 - SL12 I SL5------- - - - - -i o __------2+00_- S L3 - �r�L — ---- --- — _�77d_ - SL4_�_ SLR_ /L----P L ur =-- I- ur ---- ur - ur -r° ter- -- u w Q ------ ------ ----- ----- 3/d — 3/ 3 d -� -/ PC STA: 2+10.88, 0.00' - - w -----� _ TBC 2568.00-. ° _ % Q SL9 ---_ - --- --- ------ - - -- - I I I I SL15 --___ � ---- --I---_ I� .--- LL_L--_ SL15 — — %I - Fw- m a I - - PT STA: 1 + 10.51, 0.00' — — — — wxn°."wF R4-4 TBC 2567.60 1 2 - - - - QJJ luT I Q aL 36"00" \ 1 > < ® �E SL6 SL15 C-401 �o O — — — — — — — — — — N PC STA: 2+64.22, 0.00' i 0- C T \ _ I TI I I TBC 2568.35 GRADE SIDEWALK TO BE EXISTING CURB A MAX. OF 6" HIGHER THAN AND GUTTER TO 110' P/L THE TOP BACK OF CURB. BE REMOVED 1.0' CROSS SLOPE SHALL NOT ON EXCEED 2% SLOPE. RUNNING 1.5' SLOPE SHALL NOT EXCEED 5%. STA 0+00-STA 2+10.88 9.5' 5.0' 1.0' 2. 0' 3 � 6" CURB & GUTTER EXISTING PER ACHD SUPPLEMENT ASPHALT 5" ASPHALT, SP-3, TO ISPWC SD-701 SAWCUT EXISTING 1/2" MIX PG. 58-28 ASPHALT 2-FT CONCRETE SIDEWALK PER MIN. FROM 4" OF 3/4" CRUSHED GRAVEL ACHD SUPPLEMENT TO EDGE OF GUTTER ISPWC SD-709 25" OF 6" MINUS PIT RUN SECTION SCALE: N.T.S. DRAINAGE NOTES sL1 TYPE I CATCH BASIN PER ISPWC SD-601 RIM: 2567.05 INV OUT: 2562.95 Q25 = 0.52 CFS Q100 = 0.72 CFS sD2 OBSERVATION WELL PER ACHD SUPPLEMENT TO ISPWC SD-627 so3 SEEPAGE BED A PER ACHD BMP-20 e DIMENSIONS: 8'x72'x5.0' DEEP STORAGE VOLUME= 1,143 CF WATER MIN. ALLOWED INFILTRATION RATE =1.00 IN/HR TOP OF BED: 2564.00 BOTTOM OF BED: 2559.00 BOTTOM OF SAND: 2557.50 sp4 1000 GAL. SAND AND GREASE TRAP A PER ISPWC SD-624. RIM: 2567.18t INV IN: 2562.90 INV OUT: 2562.00 INLET BAFFLE EL. 2562.30, OUTLET BAFFLE EL. 2563.80 SD5 72 LF 18" PVC © 0.00% (PERFORATED) sos 10 LF 12" PVC © 1.00% sD7 10 LF 18" PVC © 0.00% SITE LAYOUT 257 257 256 256 0+00 sL1 REMOVE EXISTING CONCRETE SIDEWALK TO CLOSEST PANEL. NEW CONCRETE SIDEWALK TO MATCH TO EXISTING. sL2 SAWCUT EXISTING ASPHALT A MIN. OF 2' FROM EDGE OF GUTTER sL3 REMOVE EXISTING SIDEWALK sL4 RETAIN AND PROTECT EXISTING SIDEWALK sL5 REMOVE EXISTING CONCRETE CURBING sLs 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. 2.0% MAX. CROSS SLOPE sL7 REMOVE EXISTING "NO PARKING - BIKE LANE" SIGN 0+50 1+00 1+50 2+00 sLs RELOCATE EXISTING LIGHT POLE TO A MIN. 3-FT BEHIND THE PROPOSED BACK OF CURB. PULL NEW WIRE UPSTREAM/DOWNSTREAM OF STREET LIGHT UNLESS THERE IS ADEQUATE WIRING TO ALLOW RELOCATION WITHOUT SPLICING OF WIRE. sLs RETAIN AND PROTECT EXISTING ROADSIDE SWALE. L1 REGRADE SWALE W/ 3:1 MAX SLOPE FROM BACK EDGE OF CURB L1 SEE OUTER BANKS INFRASTRUCTURE PLAN SET SHEET C-101 FOR ROAD A ENTRANCE DESIGN. L1 SEE OUTER BANKS INFRASTRUCTURE PLAN SET SHEET C-102 FOR ROAD B ENTRANCE DESIGN. 2575 2570 2565 2560 2+50 2+65 L1 PAINTED YELLOW INTERSECTION TRAFFIC SEPARATION CURB PER ISPWC SD-701 C. COORDINATE PLACEMENT OF CURB W/ACHD. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL AS REQUIRED BY ACHD. SEE SHEET C-012 FOR ADDITIONAL INFORMATION. L1 18" TALL YELLOW TRAFFIC DELINEATOR AT NOSE OF TRAFFIC CURB AND THEN AT 20-FT SPACING ALONG TRAFFIC CURB. L1 RETAIN AND PROTECT EXISTING FIBER OPTIC LINE AND BOXES. LEGEND CONCRETE SIDEWALK SD4 SD7 ------------- SD2 SD5 - - SL15 _ 7-7 CB 31 a c c — -- r ----- UT -- UT —— - d — P/L L� P/L UT — SD3 —— UT ----- UT — — — UT -- UT — — — — — UT -- a—SD2 ` .� P/I PA P/L P/L PAL UT — --UT Q- Ur -- 3/d d c 3/B1 a aQ / a a P/L P/L P/L /L a 3/d 3/d — 3/d - d — ��d — 611 3/nd i d 0 STORM DRAIN DETAIL SCALE: 1" = 10' Of O L� � Z W O O � o- 0 a-=) a-Ir aV) 00 Z O (J u B 7-7�J-U-B ENGINEERS, INC. U Z J N rr- -0 Ch ce) O CO Lt l LLI i C9 O 0 U p M Z_ x 0) 'rt _ CD LLI i- C N 3 V Z Co �� �3 ` i O 00 c N 7/ 44/2022 u) o Z w zw S w w U m �W0 d = O M ~ Q o l 'If }zF-3uo) m o 6 oof w U' w 0 ;�Zs; z�3am� a � �mw� o oaN�Zo oz w ZO 2 w O w m Ir a m O 00 z F ¢ J H ¢ U owLu Z�M�° o >�.03 rrww3z w m a Q w ~O n Y = ce n " of w IY of ?�=z0 O U)<U) g Cn z Lu Lu Lu J LL > O O DC Lu � � Q Lu D z J Cn z LL LU p LL > Q 0 O C/) J Y LJ z z J Q z m Q cr LL Lu O FILE: 10-20-143 C-101 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM ONE I�I AT FULL SIZE, IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED: 7/15/2022 SHEET NUMBER: C-101