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HomeMy WebLinkAboutCC - C4.2 Street Plan Profile C� Q M 1 Q 9 _�_ KEYNOTES Q cp_� _ 0 �_'�__ 01 CONSTRUCT VALLEY GUTTER PER ISPWC SD-708. N PEAT 2 INSTALL TYPE II SIDEWALK BARRICADE PER ACHD �= Z L CID EAU ORES O SD-1132A W/ THICKENED EDGE ALUMINUM WITH y K STRIPED DECALS W/ KICK PLATE. NOTE: WHERE Z SIDEWALK ENDS AT GRAVEL TURNAROUND, PROVIDE Z D SMOOTH TRANSITION TO GRAVEL (WITHOUT BARRICADE.) g r INDEX MAP D 03 INSTALL TYPE III TERMINUS BARRICADE I & "THIS ROAD WILL BE EXTENDED IN THE FUTURE" 1"=250' m SIGN PER. ACHD SD-1132B W/ THICKENED EDGE ALUMINUM Z W BLACK BU � WITH STRIPED DECALS W rrE __ ® CONST. 5' MEANDERING SIDEWALK PER ACHD SD-709. W w VERIFY CONSTRUCTION & LOCATION W/ LANDSCAPE PLAN. Z w Z W GRAND Z m i RAP/DS D I O CONSTRUCT MID-BLOCK PEDESTRIAN RAMP PER ACHD Z H _ SD-712G. W a I. 000NSo m �O CUURBTPERTACHDESTRIAN RAMP,SUPPLEMENTALTSDE7H2H,FTYRPE04.LSEE rn0 DETAIL SHEET 4.8. V w I NOTE: ADA STANDARDS REQUIRE THAT CROSS SLOPES REDWOOD SHALL NOT EXCEED 2% ON ANY PEDESTRIAN RAMP OR i GREEK SIDEWALK. ACHD WILL NOT ALLOW ANY TOLERANCE FROM THIS REQUIREMENT. LONGITUDINAL SLOPE ON PATHWAYS �S�IJNAL FNG SHALL NOT EXCEED 5.00%. G\STE BLOCK 1 -NNNNI i NOTE: ALL PEDESTRIAN RAMPS MUST HAVE DETECTABLE �� e� RF10 F� �_� WARNING PER ISPWC SD-712. Q 11/07//20022 07 CB #1 - INV ELEV: 2519.19 W/ 1' SUMP PER MODIFIED 17882 SHALLOW INLET-ATTACHED WALK [SEE DETAIL SHEET 4.9] CONST. 10 LF 12" C-900 ® 0.50% TO SDMH #1 9� (QP,00=2.52 cfs, QP25=1.80 cfs) OF co 11 ® SDMH #1 SEE DETAIL SHEET 4.9 �/N S. ORP I O n 2+16.50 O DRAINAGE POND #1 SEE DETAIL SHEET 4.9 N O O O O O 1 12 CHECKED BY: N N N 2521.71 TRC N 2+36.50 DAVID A. BAILEY P.E. 8+06.74 LP I 13 2522.07 TRC _ ® CONSTRUCT MONITORING WELL #1 PER ACHD SD-627. SEE DRAWN BY: 2521.30 TRC - 8+09.68 1 2+38.50 a DETAIL SHEET 4.9. BD 1¢ 2522.10 TRC 2521.33 TRC 1 1© CB #2 - INV ELEV: 2517.38 W/ 1' SUMP PER MODIFIED 8+3859 GC 2 22.21 GC i SHALLOW INLET-ATTACHED WALK [SEE DETAIL SHEET 4.9] 2521.59 TRC 15 2522.21 TRC 7+74.74 GC 8+69.69 GC 9+29.68 CONST. 7.5 LF 12" C-900 0 0.50% TO SDMH #2 2521.71 TRC 2521.81 EP (QP,00=1.47 cfs, QPsa=1.05 cfs) 2521.59 TRC 8+49.68 + 7+69.68 2521.63 TRC 2522.08 TRC 16 2521.61 TRC F8+89.68 9+69.68 © SDMH #2 SEE DETAIL SHEET 4.9 2521.61 EP I 2522.21 TRC 2+87.02 II ALAMEDA CREEK 5 5 1 4+22.17 4+21.18 2522.36 TRC �/ 17 II SEE THIS SHEET © DRAINAGE POND #2 SEE DETAIL SHEET 4.9 2520.72 TRC z _ I �� 4+42.07 2520.70 TRC 3+01.37 i a 1• g ° ° 2 11 520.38 TRC 3+82.49 2522.42 TRC I ® CONSTRUCT MONITORING WELL #2 PER ACHD SD-627. SEE 0 + DETAIL SHEET 4.9. o � os1� -- 4+87.05 GC \ Q 2521.37 TRC 3+05.42 HP � I I " I� � W W �.9�� 2519.66 TRC a zz O � W W W " " " �� 4+64.86 ®d a 3+42.49 2522.44 TRC + w 7o 1I 3 a ° 2521.99 TRC ° 1r F '°� + w �- _ N . ALAMEDA �fZ_:ZE­� o 520.02 TRC a w 3+08.15 D a o (n s s ao � - - - -� - +f EGR �j - 2522.41 TRC _ I cam,_ V � _ `� � 20.95 F L 1 Q w 7 s 8+38.74 GC s s 5 1.71 252 °' _s- I �� �S. A i a w a w 1.4_->y o �1.41% 2521.59 TRC 6 I F�L 2 I I - �` . W`W = - 1m F o N 0.50% 0.50% EGR v 11 N 3 5\ w uii W 5+10.29 2520 s� - \�/ 7 8 2519.40 TRC a "� " 1 - - %1 1 9+69.68 / a S O� W W W W P, 2522.21 TRC 1I �� s 1 6 i�iuu 9 z �3 6 � 5 a oo z 01 0,0 9+42.69 GC /04' 4+21.18 a a s���` 7+74.74 GC o 1 S� I 2522.08 TRC I / 2520.72 TRC a �•20q s K' M 2521.59 TRC 5+ / Q ° ��° 6 uu �� o /I 3+54.62 GC �- ��0.72% 1 9+22.69 � � � S O 2521.85 TRC 0 �� :, - 1 ° I 2522.14 TRC -in LID 1 4+87.05 GC R15 ` \ ai ui a F 8+06.81 LP 1 a I 1 �f, 2519.66 TRC 1 __ 7 0; • • 2521.14 TRC O 1 I _ - 5+10.29 3+39.62 s 1 N 0.5 y, F 2519.55 TRC c8 1 1 2522.28 TRC _= Pi B__LOCK O U z 5+13.76 - _ NI 1 - I - 1 I • 2519.52 TRC O t 2+87.02- _o 9 \_ = - I I = a ^ O11 a° 5+19.69 LP 2 E ALLEY 2522.36 TRC J Z ¢ " 1 ` J f0 2519.48 TRC SHT 2+48.50 GC 1 1 a 0 521.719 GC BLACK BUTTE 9.69 LP a 4.7 1 2522.21 TRC 2521.71 TRC SEE THIS SHEET I _ _ 2519.32 T 2+36.50 ALAMEDA CREEK Z 8+89.69 a 00 5+50: . 2522.14 TRC � 2522.07 TRC STA I II � 2+16.50 SEE THIS SHEET 30 0 15 30 60 � O O �>aIrl SEE SHEET 4.3 3+05.42 HP 2522.08 TRC _ 2522.44 TRC n 3+19.62 SCALE IN FEET 2522.52 TRC 1"=30' > Z ll 0 W 252 2529 252 2529 m N W W z W O W M N� NFU W O 252 W co�Z �'• `c ..0 `°�' ' 2526 252 NM Z v04 < iN a oN ~ `?`�_ `�N co oO0 2526 � t0N m �N= t0 04 04(n W �� 2 NN +N o ♦�U �� L� ON 0 �N ^ < j 06 Q �N2 UN Y ♦�U +NZ 00 U �� U +N ~ tn d NN +N �N �LO W n _ �U +N U rnN 0 O .Z ♦N M (n W N �� +N + W J W INN O� tb W NNW �� J �� QW� j 2 Q 11> W QW 0 QWQ NN N J + "p �� QW m QWQ �JZ U Ql j W HJ(� NW = (nwo HJ QLu O HJ H 91 NW C31 NW0 (nWW �� 00 � W HJC9 (nW NW HJ In 2520 > 2523 252 "o FINAL GR DE AT W n N T_ 2523 ~ 0.50% 0.50L. N ROAD W -0.40% N 0.50% +N N (9 -1.20% •43% 0.40% 0.40% \ -2.00"- 2.p0% _ ---- --- J -1.20% 2.009; _ .po% W J _ .70% ` N W - - ---_-- - - ---- --- W 252 - - -- 2520 252 _1.60 ° ___ _ 2520 W STA: +04.74 EXISTING GRAD 0 - _ _ - % - ELEV: 2 21.69 ELEV: 521.07 _ - _ - U < 0� >. AT ROAD STA: 5 51.69 ° �' EXISTING GRADE ELEV: 2519.85 TA: 5+17.69 AT ROAD o FINAL GRAD AT LEV. 2519.2 ROAD 2517 7 2517 2517 M 2517 ® 0 O O 0 J Ow OW Z n/ 251 = 2514 251 2514 0 N LO V) Plans Are Accepted For Public = Street Construction LL QU Q U By stamping and signing the improvement plans, the Registered Engineer ensures the District that the plans conform to all District DATE: 251 Q 2511 251 ~ 251 1 policies and standards. Variances or waivers must be specifical- 4-25-2022 c ly and previously approved by the District in writing. Acceptance PROJECT' LAT EAU C REEK ALAMEDA C R E E PROFILE of the improvement plans by the District does not relieve the C2018-007 LACK BUTTE - CAMP C EEK PROFILERegistered Engineer of these responsibilities. H R: 1 "= 0' SHEET HOR: 1 "=30' BY DATE: �� ' VER: 1 ��=3' ADA COUNTY HIGHWAY DISTRICT ER: 1 = 2540 250 +20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+30 08 25(�+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +8�508