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HomeMy WebLinkAboutDWG_C-3 Street Plan & Profile - Franklin Industrial KEYNOTES: I I 1❑ CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C TYPE C3 J! I I TC=2638.00 TC=2638.29 WITH TACTILE WARNING & TRUNCATED DOMES PER ISPWC BOISE INDUSTRIAL ADA (ACHD SUPPLEMENT)SD-712. PROPCO 1 LLC I I I FS=2637.50 FS=2637.79 PARCEL R7820120850 _ 2 CONSTRUCT PEDESTRIAN RAMP PER ISPWC SD-712C TYPE C4 GRADE BREAK WITH TACTILE WARNING& TRUNCATED DOMES PER ISPWC RADIUS 20.0' (NOT A PART) I �o W (ACHD SUPPLEMENT)SD-712. cu p0 = os 3❑ INSTALL 6-INCH VERTICAL CURB & GUTTER PER ISPWC (ACHD 0 -I - - - - - - - - - - - - - - - - - - SUPPLEMENT)SD-701. �U o - R/W - - - • - - - - - 2' - R/W 2' " R/W R/W - ® CONSTRUCT STANDARD VALLEY GUTTER & FILLETS PER ISPWC H 8 (ACHD SUPPLEMENT)SD-708. TC=2637.91 TC=2638.09 z a 1O 1Oa 2 INSTALL TYPE II TERMINUS BARRICADE PER ISPWC (ACHD 12 MONITORING WELL FL=2637.41 FL=2637.59 CD _I 5 �+ w o CD SD-1132A. a RADIUS - 20.0' 10 I © INSTALL TYPE III TERMINUS BARRICADE PER ISPWC (ACHD SUPPLEMENT) SD-1132B WITH "THIS IS A DESIGNATED W COLLECTOR ROADWAY. THIS STREET WILL EXTEND IN THE - FUTURE"SIGN. - INSTALL CATCH BASIN PER ISPWC (ACHD SUPPLEMENT)SD-601. r 0.4% TC=2638.27 0.4% Q25L=2637.28 O 4% FL=2637.41 TC=2637.99 TC=2638.03 ® CONSTRUCT 3-INCHES OF SP-3 0.5-INCH MIX, (INCLUDE PG-64-28 EG=2637.82� I FL=2637.77 3 3 ,00=0.36cfs 7 0 4 FL=2637.49 FL=2637.53 FOR ASPHALT)ASPHALT PER ACHD OVER 4-INCHES OF 3/4-INCH Q1oo=0.36cfs MINUS COMPACTED CRUSHED AGGREGATE OVER 20-INCHES OF 2637.11 TVC - 2634.71 INV OUT 6-INCH MINUS COMPACTED CRUSHED PIT RUN. _ 12+18.65 - OFF 20.00L I 9� INSTALL 18-INCH HDPE STORM DRAIN PIPE PER PLANS. w� - 2638 10 CONSTRUCT 5-FOOT WIDE DETACHED SIDEWALK PER ISPWC G Cn 6 (ACHD SUPPLEMENTAL)SD-709. 11 STREET CONSTRUCT SEEPAGE BED PER ACHD STORMWATER DESIGN E A S T 8 L A N A R K GUIDELINE STD. DWG. BMP 20. • 11 00 I 12 00 I 13 0 12 INSTALL MONITORING WELL PER ACHD SD-627. R N S O S �� oN THERESA L ELLIS -' Ln o v, 38 LF 9 I PARCEL S110938907 0 M0 a N rl (NOT A PART) LLJ 2637.12 TVC - 2634.61 INV OUT _ � 12+18.65 - OFF 20.00R ''yo S�P w TC=263 . �2 I 0.4% TC=2638.18 3 3 Q00 0.36cfs 7 3 TC=2637.94 77 FL=2637.68 0.4% Q1oo= EG=263 . 73 - - 0 4% FL=2637.44 5.125' V1o((Req'dj=1,190cf 11 DRAINAGE SYSTEM 1 SEE DETAIL PAGE C-8 � V1oo Prov d =1,190cf # 40 LF A az°F 2 2'- - R/W - � - - - - - - - - - - R/W - - - - - - - - R W - - - - - R/W - - - - - - o°F MONITORING WELL 12� F�V f v a EAST LANARK STREET MCI ALDER AB OWNER XV LLC 65.0' W PARCEL R7820120450 32.5' 32.5' W (NOT A PART) PIRR i 2.0' --4 20.5' 20.5' 11--- 2.0' IZ I EXISTING SURFACE 1.75% 2.0% 2.0% 1 .75% I W w a -�PLAN VIEW �� ..... . .... \ W SCALE 1 =10 PROPOSED 5 WIDE PROPOSED 5 WIDE w° LEVELING COURSE x z a DETACHED SIDEWALK DETACHED SIDEWALK a _ 6" VERTICAL CURB CRUSHED AGGREGATE 6" VERTICAL CURB a & GUTTER BASE COURSE & GUTTER " TYPICAL STREET SECTION 2645 2645 N coo N Plans Are Accepted For Public Street Construction Y stamping signingand the Improvement plans,the Registered W z Engineer ensures the District that the plans conform to all District a M policies and standards Variances or waive pacifically and previously approved by the District in writing. Acceptance of w waivers must be s 2640 2640 the improvement plans by the District does not relieve the A GRADE BREAK STA = 10+82.40 PROPOSED SURFACE OVER GRADE BREAK STA = 12+18.65 GRADE BREAK STA = 13+00.00 Registered Engineer of these responsibilities. �-� M-I ELEV = 2638.16 STREET CENTERLINE ELEV = 2637.61 ELEV = 2637.94 BY 4 DATE'06/18/2024 0 W N ADA COON HIGHWAY DISTRICT � -040% I00 -E III=141���11141- - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11=III I= - _ .. - -I 11 _III- W A I- =1 11=1�1=H 1=1�-I-1 I H I- -1�1=1 I H±I;�H ,ICI I I I ICI-�1=-I4j I - 11�F-14 w 171 Lj- PLOW EXISTING SURFACE OVER-1 `� z0 2635 STREET CENTERLINE 2635 Oz S.�ORM N __j I o N W W N y C O 4Ci r A.. U A c A GRAPHIC SCALE ti N w 2630 2630 Io o s Io 20 w t a (IN FEET) 0 1 inch = 10 feet. A p„I z w HE JH A V O 7 U - N II IiI,`0I w 2625 2625 rw N n N n W N + + + N 10+75 11 +00 11 +50 12+00 12+50 13+00 PROFILE VIEW w a SCALE H:1 "=10'; V:1 "=2.5' v A a a DRAWING NO.: c C-3 Call MOM YOU dig. SHEET 3 OF 10