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HomeMy WebLinkAboutC4.14_Franklin Road Plan o � Qo KEYNOTES Q 0 N O C 1 MATCH EXIST. CURB & GUTTER. — T FIELD VERIFY PRIOR TO CONSTRUCTION = C'3 w ■� Z o L O MATCH EXIST. SIDEWALK. FIELD VERIFY Z PRIOR TO CONSTRUCTION. Z 30 CONSTRUCT CURB DRAIN PER ACHD SD-715. = g ® NOT USED. N O NOT USED. W Z © CONSTRUCT MID—BLOCK PEDESTRIAN RAMP PER ACHD W SD-712G. Nd w w 70 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C. �� w Z � m NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES W � o SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS w SHALL NOT EXCEED 5.00%. NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE WARNING PER ACHD SD-712. ® NOT USED. oc��GSs O AL STE�NC''/�ji 90 NOT USED. Q� 09/01/2023� ® CONSTRUCT CONCRETE DRIVEWAY APPROACH PER ACHD N1 82 SD-710B W/ 14' THROAT WIDTH (SEWER MANHOLE ACCESS) NOTE: SIDEWALK DIRECTLY BEHIND THROAT MUST BE 6" THICK. � F OF ?,P\Q) 1© POUR NEW CURB & GUTTER PER ACHD SD-701 TO N S. 0 ABANDON EXISTING APPROACH. SEE SHEET 3.1 FOR ADDITIONAL SPECIFICATION RE: DEMOLITION. MATCH CHECKED BY: CURBING & FLOW—LINE ON EITHER SIDE. 0.40% DAVID A. BAILEY P.E. MINIMUM GUTTER SLOPE. DRAWN BY: © NOT USED. KSC © CB #ACHD WEST W/ 1' SUMP PER ACHD SD-601. SEE STORM DRAINAGE PROFILE ON SHEET 4.15 FOR ELEVATIONS. (QPzs=0.17 cfs, QP,00=0.24 cfs) ® CB #ACHD EAST W/ 1' SUMP PER ACHD SD-601. SEE STORM DRAINAGE PROFILE ON SHEET 4.15 FOR ELEVATIONS. (QPss=0.64 cfs, QP,00=0.89 cfs) © ACHD SG TRAP & ACHD BYPASS MANHOLE. SEE SHEET 4.15 FOR DETAILS. ® ACHD VERTICAL SAND FILTER. SEE SHEET 4.15 FOR DETAILS. zo F © MONITORING WELL PER DETAIL SHEET 4.15. rx U fN W I� I � I i .• `�f5�f, I J � � ,� ��o - - - - - - - - i � i :. . v\ I � i I Q o p: o I a 11 a , a .� . a y La O a / Q 4 I N I •I I I •,a%."e a s`ay a`Zo.• '• ``y�`. (/1 I I I .'.'•fy' ,ab. adYa `'b` i ♦ —_________ i V I..f. Z , a ' I I � 3 H00 L III •; — ig I • �. -- I �4�6_CB_ _ I e oI I I — W I I J 53.90R I F7 I I I I \ I 12551.22 TVC e I • I I ♦ ' I r— -- .• —I I - -- J �— i — 1 y I III I 8+74.35 a < I I ___________________J-------------- I I --- • 48.90R i --- o 9+24.36 CB 2 i —— „ a . .nx 551.28 TVC i LL 53.79R I 8+54.36 .I 2551.22 TVC A I I 28.95R _+r+ + f Y4~ :spa. * Y;::. I — — J b I I I :: ` :r: I o 0 : :: .< Z —— I 2551.69 TVC � �, :e .;,, \ i / ' L_ 4F DOD Fp O —1 60ZE ol 4- 17-28R7 6 I 1 �_`' • 2551.60 TVC 2 — I EL- -- __-- —d0--- —\r --- ----P ado— OP -- — �— p ♦ ---- — � � � —� — — -----L-- --_ — --- — ---_ — --- — ---_ — — — — — ------ \ • �� • — _T _ — 0 P N — — � — — — �� _ — — — a ♦ — 801_---=— — — _ J _ — — - ---- op J,L -- ---------- --------------- - --- -- ----- --- _ _ _ _ _ — — — —------ -- — — --- — -- ------------ ---- — _--- --- ---- —= - — - - - ——————— — — — — — — _ — — 1 I 51.47 EP EX 51.67 EP EX N Ln O 6+87.89 — T� ------- __�`----__ ----------------- --- -- ---- 3 � 51.88 EP EX 2552.42 TVC 1 W FR�A N L I N RDA 1 F — - - � - - - - - o Lo O 11 V / 2 0 - - - — —� 50, 120' - - - � - - - - -I0 — — — +_ — — - - - - -37 — - -� W - - - - - _ o ss ss ss ss ss ss ss ss ss ss ss � LL ss — — — ss ss ss ss ss ss 8+09.33 8+04.36 28.92R 28.66R p 2551.87 TVC 2551.90 TVC CV U J W Q Q 0 LL 20 0 10 20 40 DATE: 8-25-2023 SCALE IN FEET PROJECT: C2022-006 1"=20' SHEET