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HomeMy WebLinkAboutC2.11_Details Intersection Details Sheet Notes: A. CONTRACTOR SHALL COMPLY WITH GENERAL NOTES, PLAN SHEET C1.00. THE B. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%. CROSS SLOPES OF ALL . LAN D SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 GROUP i SLOPE IN ANY DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM SLOPES. C. SPOT ELEVATIONS INDICATE TOP OF FINISH GRADE SURFACE AT LIP OF GUTTER/PAVEMENT SURFACE OR OTHER SURFACE AS INDICATED BY THE FOLLOWING ABBREVIATIONS: FG-FINISHED GRADE ELEVATION ' MX-MATCH EXISTING TC-TOP OF CONCRETE TBC-TOP BACK OF CURB ' FL-FLOWLINE ELEVATION GB-GRADE BREAK D. FOR STREET GRADES AND STATIONS SEE PLAN AND PROFILE SHEETS. TBC '30S � �► , x � STq• OFF� , ��� / � 65883>9 TBT�3 rbSpl A'C ' \ Keynotes: 1. CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD-712A WITH TRUNCATED DOMES PER ACHD RrS, C* SUPP SD-712. DOMES SHALL BE FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. q l TSC 3pS ` �6660p883 p�F R 1 g, 1 STA:40+02.73 • r� �Q STA:40+21.05, OFF: 16.50'R OFF: 32.62'R 'C,� TBC: 2666.57 (D OFF: R FG: 2666.24 C STA: 40+24.28 OFF: 16.50'R OFF: 24.05'R STA: 305+06.89, OFF: 12.57'L ' FG: 2666.55 GS TBC: 2666.05 TBC: 2666.50 \° y FG:2666.49 0 4, FL: 2665.67 / OS Curb Legend: h 5�Oi FG: 2666.28 00 0 0° °\° N �SOo ��\° STA:305+06.33, OFF: 12.83'R / ps °°°° CIO, '� TBC: 2665.92 �Tq. �� j�FiF N 'OO& FL: 2666.11 47 �\° oo / �pys 30Sxr8 Sc�6 SSpq STANDARD 6"VERTICAL CURB AND 41lFL: 2665.73 ' p`�x>C S� OFF 68 y� GUTTER PER ACHD SUPP SD 701 W `aO \ FL: 2666.05 FL: 2665.53 �y q 30Sx BC26650;� STANDARD 3"ROLLED CURB AND �' STA: 304+92.60, OFF: 18.21 L s r06 GS9r _______________________ STA: 40+06.43, OFF: 19.77'R TBC: 2666.30 °�° 60 �h3 OF,c GUTTER PER ACHD SUPP SD-702 a mime p TBC: 2666.44 FG: 2666.01 9 / FL: 2665.55 STA: 39+61.23 STA: 40+21.16, OFF: 16.50'L OFF: 32.55R 1 / TBC: 2666.58 STA: 304+91.61, OFF: 15.45'R / TBC: 2665.99 FG: 2666.07 CL FL: 2666.11 Z00�0 / FL: 2666.05 PCC STA: 304+66.43 STA:39+48.62 O FG: 2666.16 000° STA: 40+06.54, OFF: 19.70'L OFF: 19.96'R x �� FG: 2666.52 r S, TBC: 2666.38 I ti� \ FG: 2666.12 0 0 ,?O" �o SAN °\° STA: 39+55.75, OFF: 15.60'R h� �&0� ��`v CO V' 25 TBC: 2666.09 o ° S X ' o`ah W Q OSTA:40+13.66 / °O� ,o \° " ` IV p��V OFF: 24.02 FG: 2666.46 FL: 2665.70 So, h Co x \ t�.FG: 2666.17 STA:304+40.27, OFF: 18.21 L cc CO ` 'A Q I TBC: 2666.28 FL: 2665.72 Q' OSTA: 40+02.73 1 OFF: 32.62'L 6 STA: 39+40.96, OFF: 12.75'R CO 9� FL: 2665.74 / TBC: 2666.15 \ CDsT FG: 2666.1 1 ,�G, �IN.°° \ x�� °000° �°�,° STA: 39+55.75, OFF: 15.60'L 0 2 Q STA:304+41.26, OFF: 15.46'R TBC. 2666.09 S6� 0 TBC: 2666.01 FL: 2665.69° R� _ 66Sg 16SS FL: 2665.67 061, FL: 2665.72 0. o� rQ js FL: 2665.52 °\° o o° STA:39+40.96, OFF: 12.75'L �� w �6 xp Sy, STA: 304+25.98, OFF: 12.5i'I hcO °°°°° .v 6S 90 , 0° TBC: 2666.15 rq 8p 6 pFF CA CJ TBC: 2666.04 ) FG: 2666.23 FG: 2666.06 �Oo • �66 xOp S0� , FL: 2665.49 �' 000° �� Revisions SS8 '02 pFF% STA: 304+26.54, OFF: 12.83'R °000 h °\° 1 STA: 39+48.62 TBC: 2665.89 2.83'R �� OFF: 19.96'L �A 1. AGENCY COMMENTS 07-28-25 r6S0� 2�/ 666i STA: 39+61.19 1 FG:2666.29-11 �yt�,t \ FC.�c cOFF: 32.47'L \ h� ,�h a4& R15, FG: 2666.02 0`�`' 3 9x0 40 o / O OF,c CO �Q.V x�,R',�� ` Tg00x � 5� AI �665 O,Q CO �''� b� SZoI4AL �,1V � 5 Co i 10961 �q ATE OF ��"oiv DEN 0712e)12025 Project No.: 121172 Date of Issuance: 07-28-2025 W. Rio De Plata Drive & S. Country View Way Project Milestone: PERMIT SUBMITTAL a 1 Scale: 1" = 10' Details Intersection Details C2m1 1