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Home My WebLink AboutC3.00 Typical Sections & Intersection Details Pedestrian Surface Construction Notes: &r= THE W_ 1. ALL PEDESTRIAN FACILITIES, SIDEWALKS, PATHWAYS AND RAMPS SHALL � LAND BE CONSTRUCTED AT 1.75%-2.00% MAXIMUM CROSS SLOPE PER ADA . STANDARDS. CONTRACTOR SHALL ENSURE THAT THIS REQUIREMENT IS GROUP MET DURING CONSTRUCTION. 2. PEDESTRIAN RAMPS LOCATED WITHIN A CURB RETURN,THE GRADE MUST MAINTAIN ADA COMPLIANCE FOR SLOPE AT THE THROAT OF THE PEDESTRIAN RAMP (2%MAX.). Keynotes: � J 1. CONSTRUCT PEDESTRIAN RAMP WITH DETECTABLE WARNING FOR PEDESTRIAN ACCESS PER ISPWC SD-712 &SD-712C. DETECTABLE WARNING SHALL BE COLORED TRAFFIC YELLOW. 2. CONSTRUCT 4-FT CONCRETE VALLEY GUTTER PER CURRENT ACHD SUPPLEMENT DRAWING NO. SD-708. r y SOUTH SIDE NORTH SIDE I = I I I 44'PROPOSED RIGHT-OF-WAY I O 18'ACHD SIDEWALK AND 18'ACHD SIDEWALK AND ■ PUBLIC UTILITY EASEMENT 22 22 PUBLIC UTILITY EASEMENT y 2' 2' 40'BACK TO BACK 2' 2' 4 1 10, 8' 2, 12' 1 ,- 12' 2 8' 10, 1, I 1 ■ 3 I MULTI-USE PATHWAY PLANTER THRU TWO WAY LT.TURN THRU PLANTER MULTI-USE PATHWAY I 3.� 1.75% ±0.25% &PROFILE GR DE LINE 1 75% +0 25% -~ -2.00% -2.00% f- _ 4.1 III III ``1 I1 III4.1 -rr�-11 I-111 11 I-1 I -111=1 I -1 I -1 I I-1 11=1 I -1 11=1 11=1 11=1 11=1 11=11 I I I I - - -1 11=1 11=1 11=1 -1 11=1 1=1 11=1 11=1 11=1 I III-1 I -1 I 1-1 `A -III-1 I., III-III-III-I 1- -1 III-1 1-1 I I-I I I-I I I-I I I-I I I-I I I-I I I-I I I I-I I I-I I I-I I I I I-I I I-I I I-III-III-1 -I -I 1-1 1-1 1-1 -III-11 -I I I-I I 1-1 I 1 _ - =111-111=111 1 - III-111 - - - -111=111=�11- i , 111 �� I�1-1�1-�� -1 1 1= -III , - - - 1 III III- = - - = =1 - =11 - 1= - - - ,1 111 1111 111 11-1 CONSTRUCT 10-FT MULTI-USE - III III 111 111 1 CONSTRUCT 10-FT MULTI-USE PATHWAY PER ACHD SUP SD-709 PATHWAY PER ACHD SUP SD-709 3-IN ASPHALT, SP-3, 0.50-IN COMPACTED NATIVE SUBGRADE cc COMPACTED NATIVE SUBGRADE (1/2 ) MIX, PG 64-28 6-IN VERTICAL CURB &GUTTER ANN 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 PER ACHD SUPP SD-701 Q 4-IN OF 3/4" MINUS CRUSHED AGGREGATE BASE,TYPE 1 20-IN OF 6"MINUS UNCRUSHED AGGREGATE BASE L CONSTRUCT FULL-DEPTH ROADWAY BASE SECTION. EXTEND 6" MIN. BEYOND BACK OF CURB. c W. Grand Mogul Dr. - 3 Lane Collector - Typical Section Scale: NTS y O o Rom o C W. Grand Mogul Dr. z - - - - - - - - - - - - - - - O o r FG: 2554.17 cc FG: 2554.32 I 2 w TBC: 2554.74 I I TBC: 2554.59 PROPOSED ACHD I I PROPOSED ACHD SIDEWALK EASEMENT TBC: 2554.71 EP EP TBC: 2554.55 SIDEWALK EASEMENT _ I- - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - 0.4%- - - - - - - - - - - - - - - - - - - - - - Revisions FG: 2554.72 i I I T N i 2 2 I \ FG: 2554.62 N /W TBC: 2553.14 � R R/W R/rV R/W R/W TBC: 2552.69 R/W60 1. - - FG: 2552.58 FG: 2552.36 I 0LO O° TBC: 2553.32 1 I 4.8% cc ��' I TBC: 2552.94 `r ° 6.1% Rap, j � I I � � 1 0.5% FG: 2554.57 2554.47 �� .3% 0 3.9% 7 5% FG: 2553.44 6, FG: 2552.89 p q°I° X53 10 c S o r `�R`?0'TBC: 2554. I I 2 TBC: 2554.26 \I 4.1% I PROPOSED ACHD i FG: 2553.68 Qz � I I SIDEWALK EASEMENT 2.6% / TBC: 2554.47 FG: 2553.91 O° - - - FG: 2553.59 R/W /W R/W R/W TBC: 2554.02 i FG: 2553.05 - - - - - - - - - - - - - - - - - - - - TBC: 2553.59 EP EP TBC: 2553.25 0.4% TBC: 2553.63 TBC: 2553.31 PROPOSED ACHD PROPOSED ACHD FG: 2552.89 SIDEWALK EASEMENT SIDEWALK EASEMENT FG: 2553.21 �$ G\S EN�r� W. Grand Mogul Dr. 10961 JT9TE 0F North Side Intersection Details South Side Intersection Details '4so DES 0-7/ -3/2025 Scale: 1"=10' Scale: 1"=10' Project No.: 124186 Date of Issuance: 07-23-2025 Project Milestone: FINAL PLAT SUBMITTAL Typical Sections & E QET Intersection Details C3mOO