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HomeMy WebLinkAboutC-102-Franklin Road Plan V1APPROVED )r M06/22 ...L'ABiRR ry � ooia 2 C-401 LSD SD SD SD SD SD SD ----- SD — — — —— SD — — — —— SD SD SD SD SD S SD -- --- ---- - _ SL19 SL18 + r� SL14 - --_ EG 2568.15t FRANKLIN RD. — — — — SL13 EG 2568.37t SL6 j SL1 PT STA: 0+54.33, 0.00' SL5 SL2 SL6 STA: 2+87.22, 0.01' R / TBC 2568.29 SL3 -- TBC 2569.17t SL3 _ _ SL15 + } v I _ SL3 Lu Lu u U) - w z 2575 2570 2565 2560 0+00 SL20 I SL3 SL8 w 1 +00 - - - 2+00 - - - SL4 - UT - 7tt --- - SL11 -- ---P-A--- - - 3+00 SL9 .. ,, a _ _cnj .. SL16 SL12 SL7 SL20 SL7 --� ZI AMUST R3-7R SL7 SL20 T �\ R1 Z7 � S L 17 TURR RmH 30 x30 / O' TBC 2568.56 1 I i PT STA: 0+00.00, 0.00' ww / T D - I � I � I I I 10 r- N FINISHED GRADE ® TBC N00 m EXISTING GRADE ® TBC � PVI:0+00.00 ca N oo N ELEV: 2568.56 + o> (N „ w o_ w aw -- CB 32 STA: 0+60.00, RIM: 2567.76 INV OUT: TBD DEPENDING UPON EXISTING PIPE EXTENSION LEGEND 0+50 foil] CONCRETE SIDEWALK SITE LAYOUT M7111 f►=iI81 sL1 TYPE I CATCH BASIN PER ISPWC SD-601. RIM: 2567.76 INV OUT: TBD 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 DRIVEWAY ENTRANCE, ADA RAMPS, AND CURBING sLs REMOVE EXISTING CONCRETE CURBING sL7 5' CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709. 2.0% MAX. CROSS SLOPE sLs SAWCUT EXISTING CONCRETE SIDEWALK sLs MATCH TO EXISTING 2+50 EXISTING CURB AND GUTTER TO 2575 BE REMOVED 2570 1� 2565 EXISTING ASPHALT SAWCUT EXISTING ASPHALT 2-FT 2560 MIN. FROM 3+00 EDGE OF GUTTER L1 RELOCATE JUNCTION BOX. SET A MIN. OF 3-FT BEHIND THE BACK OF CURB. L1 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. L1 RETAIN AND PROTECT EXISTING COMMUNICATIONS VAULT. ADJUST SIDEWALK TO AVOID EXISTING BOXES, L1 12 LF 12" PVC © 0.50% L1 REMOVE EXISTING INLET STRUCTURE AND CONNECT TO EXISTING STORM PIPE TO NEW INLET STRUCTURE CONTRACTOR TO FIELD VERIFY EXISTING INVERTS AT STRUCTURE PRIOR TO CONSTRUCTION. REPORT INVERTS TO ENGINEER. 11.0' 1.5%-3% 5" ASPHALT, SP-3, 1/2" MIX PG. 58-28 4" OF 3/4" CRUSHED GRAVEL J 25" OF 6" MINUS PIT RUN G)§SEC TION SCALE: N.T.S. HORZ 0 20 40 VERT 0 5 10 SCALE IN FEET O 1 CZ wo o� G:fU a- a— aU) 00 Z U GRADE SIDEWALK TO BE A MAX. OF 6" HIGHER THAN P/L THE TOP BACK OF CURB. CROSS SLOPE SHALL NOT EXCEED 2% SLOPE. RUNNING SLOPE SHALL NOT EXCEED 5%. 8.0' S.0' 1.0/' 6" CURB & GUTTER PER ACHD SUPPLEMENT TO ISPWC SD-701 CONCRETE SIDEWALK PER ACHD SUPPLEMENT TO ISPWC SD-709 L1 RELOCATE EXISTING "TO 1-84" SIGN. SET A MIN. OF 3-FT BEHIND PROPOSED BACK OF CURB AT STA 1 +00. L1 RELOCATE EXISTING SIGNAGE. SET A MIN. OF 3-FT BEHIND PROPOSED BACK OF CURB. L1 SEE OUTER BANKS INFRASTRUCTURE PLAN SET SHEET C-102 FOR ROAD B ENTRANCE DESIGN. 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. L1 18" TALL YELLOW TRAFFIC DELINEATOR AT NOSE OF TRAFFIC CURB AND THEN AT 20-FT SPACING ALONG TRAFFIC CURB. L2 RETAIN AND PROTECT EXISTING FIBER OPTIC LINE AND BOXES. CJUB J-U-B ENGINEERS, INC. Z J N fr Ch r O OO W W i O CD O U p r�i. Z_ x a) 0 CD R LLI i= C cm 3 0 c 3 W O m c N 7 /2022 t) ❑ Z w Z¢ zw ¢ ❑ �l S w w U m It ' wO¢ O a=Um~ Z.m ¢ 0, , Cz<¢EEJw m oma on��x K w z �Fo�� z¢�tm¢ �N<a zw z ��❑mw� O o¢N�.0 U oz=J �8 w z O wCH�z— fn2wOwm ¢ a 'w o ° H F w J H pC U 2❑C� U) <Ew� ❑ �❑wwCx3 wrfrw❑Z wm QWw w ~O U ) =frZ�U) ma�wae m==z0 om¢m W Z W W O �C/) W W W ::D Wz LL W LL > OY C!) J Y W Q m W ZD O FILE: 10-20-143 C-101 JUB PROJ. # : 10-20-143 DRAWN BY: JGC DESIGN BY: DSM CHECKED BY: DSM W J LL 0 d p z Q z Q J p Q z_ J Y z Q LL AT FULL SIZE, IF NOT ONE INCH, SCALE ACCORDINGLY LAST UPDATED: 7/15/2022 SHEET NUMBER: C-102