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HomeMy WebLinkAboutR-394608cll�j 00 0 cll�j c\ CL un O 00 O 0 U 0 a z cD w 0 / 0 O 00 CD 0 z w w cry c-) w 0 w w / STA 50+05.23, 9.84' LT W/FO W/FO W/FO W T • DUCT W/FO . .... .... ... .... ° . DWY DUCT SSMH 6592 PK107 - RIM 42.05 IE NOT ACCESSED; HEAVY TRAFFIC CB 6289 RIM 41.54 IE 39.7 S, 8" CPP IE 39.1 W, 6" CONIC IE 39.1 E, 6" (PLUGGED) CB 6290 RIM 41.50 IE 39.6 N, 8" CPP IE 39.6 E, 8" CPP EMPTY 11 B J a 111 a. DWY ° ° DWY 9 co, A a ° A DWY 0 � [ q T SD 4 1 w SITE PREPARATION LEGEND EXISTING SURFACE REMOVAL LIMITS REMOVE TEMPORARY ASPHALT PATCH & a INSTALL NEW HMA PAVEMENT SECTION, PER SHEET 4 - - - - - - - - SAWCUT LINE REMOVE/ABANDON DRAIN PIPE ° ❑ INLET PROTECTION 6 a a SSMH 10758 P RIM 43.58 IE 37.8 N,S @ CL 6" CONIC AC U . a ° SD AC I ICB 6803 ® a RIM 42.04 IE 38.5 N,W, PER P.E.D. AS -BUILT 6 DT12' W I BARK > I STA 31+31.31, 12.70' RT Q 1 � Z DUCT W/TEL T" D ° 1 STA 30+85. 4, 12 RT GATE DT6" 1 I 6 6',CHLK 5' I �x rfR8R CD T6" D T " 6' 0 101 I � ° IlU JV •� SDMH 11284 15 RIM 43.75 IE 39.9 S, 8" CLAY ° IE 39.9 N, 8" CLAY CB 6813 e RIM 41.47 IE 38.8 N, 8" CONIC 1 ° - W/ 3" VERTICAL PIPE IN DIRT YD 4566 2 RIM 43.14 .• , IE INACCESSIBLE, FULL OF DIRT 10 YD 10710 STA 50+15.33, 1.65' LT RIM 43.89 3 ,••••C ' STA 51 +00.03, 1.20 RT IE 43.2 N, 3" PVC I ' o STA 50+15.48, 9.92' RT IE 43.2 S, 3" PVC Po ' • 8 ' • . 6' IRON STA 51 +89.91 � a STA 50+37.72, 2.55 RT 44- 3 ' zi 17.01' LT Po . FO P Fp a ° 4 I VDU 4. � • • . ' •'•• �� .� • ' DUCT W/FO • • AC T , • �• F 0 P ... ....o . ... �,S Fo s Fo S SETA 52+03.10 S 1 Fos . Fo S S2�VDST `J 5 17.01' LT.• 521C-1 A�G_3 �C ------------7------------ -------------- • . MIC20 -\ T-------------- - - - - - - - - - - - - -- 14 \4 STA 52+03.10 - • 1 W 3 W - .---- - -1��---tea------ •-- wI66" SPU W - W ----�� --- --- ---- --ro 1 7 a T aV °. � °e.. .D Y.. F � T a P DWY" ' 'F0FO Z. STA 50+17.31 18.80' RT n .DU(�T° a °' �. SDMH 6288 ' °. ❑, °RIM 4 RIM 42.03 3 IE 37.6 S-W, Q CL 12" CONICt' W/FO j a .ga 1 a.. aeG :.° CB 7001 / °ID cn STA 51+55.46, 15.72 RT RIM 42.81 CB 6266 ° ° O ° ', .SS STUB' 12 RIM 41.40 _x Q'. '' c IE 41.3 N, 6 ETr. °❑° 11 10642° IE 39.8 W, 8" CPP x . ,59 .� d k1 Y \ SDMH 6287 AC °_ ® IE . W, -6„ cL cA� IE 41. RIM 42.02 ° IE 38.1 E, 8" CPP e SDMH 10997 W IE 38.0 W, 8" CPP 6' CHLK GP EPT 2017 IE 37.9 N, 12" CONIC RIM 44.02 ° IE 37.9 S, 12" PVC GPO ° a IE 40.9 S, 12" CO CID THE LOFTS IE 40.9 E, 12" CON I� ° . UNDER CONSTRUCTION ° ° I m 2 13 �, - --- 3 4 STA 53+77.1 36.90' RT SDMH 10996 I AC RIM 43.94 CB 10491 IE 41.4 - 45- RIM 43.52 IE 41,,f E, 6"" CQQNC IE 40.5 N, 8" CONIC IE 0.9 N, 8" CPNC 'P �- 16 a I STA 14+70.41, 16.50' RT PLAN STA 14+67.01 a ° 4.14' LT /LuI- STA 14+83.04 Na a .. a G d 0 10 20 40 60 I '° Z 0 �„ SCALE IN FEET / Q MA 3 4 a. C Gp� f / MATCH LINE STA 14+25 SHEET 9 GENERAL NOTES 1 • THIS PLAN HAS BEEN PREPARED FOR THE CONTRACTOR'S CONVENIENCE IN LOCATING, PROTECTING, AND AVOIDING CONFLICTS WITH EXISTING UTILITIES. IT IS BASED UPON BEST AVAILABLE INFORMATION AND IS NOT NECESSARILY ACCURATE OR COMPLETE. 2. REMOVAL LIMITS SHOWN ON PLANS ARE APPROXIMATE. TREES WITHIN THE REMOVAL LIMITS SHALL BE REMOVED AFTER APPROVAL BY THE ENGINEER. 3. CATCH BASIN INSERTS SHALL BE PLACED IN ALL EXISTING CATCH BASINS WITHIN THE CONSTRUCTION LIMITS AND NEW CATCH BASINS AT THE TIME OF INSTALLATION. 4. THE EXISTING PAVEMENT SECTION MAY CONSIST OF BURIED CEMENT CONCRETE PANELS. THE CONTRACTOR SHALL REMOVE CEMENT CONCRETE PANELS AS REQUIRED FOR INSTALLATION OF NEW PAVEMENT SECTIONS, UTILITIES, AND AS DESIGNATED BY THE ENGINEER. 5. REMOVAL SHALL BE SEQUENCED WITH CONSTRUCTION TO MINIMIZE TRAFFIC IMPACTS AND IMPACTS TO ADJACENT BUSINESSES. 6. PRESERVE AND PROTECT ALL ABOVE AND BELOW GRADE IMPROVEMENTS THAT ARE TO REMAIN IN PLACE AND FACILITIES THAT ARE TO REMAIN IN PLACE UNTIL NEW FACILITIES ARE COMPLETE AND OPERATIONAL. CONTRACTOR IS RESPONSIBLE FOR DAMAGE. 7. PRESERVE AND PROTECT ALL PLANT MATERIAL OUTSIDE THE REMOVAL LIMITS. 8. REMOVAL OF SIDEWALK PANELS SHALL BE BETWEEN EXPANSION JOINTS WITH NO SAWCUTTING. 9. MAINTAIN ILLUMINATION LEVELS DURING CONSTRUCTION THROUGH USE OF EXISTING AND/OR TEMPORARY ILLUMINATION. 10. MAINTAIN DRIVEWAY ACCESS TO EACH PARCEL AT ALL TIMES, UNLESS OTHERWISE COORDINATED WITH THE ENGINEER AND PROPERTY OWNER. SEE ALSO SPECIAL PROVISIONS 1-07.23(1). 11. FOR ROADWAY SIGN REMOVAL AND/OR RELOCATION, SEE CHANNELIZATION & SIGNING PLANS, SHEETS 36-40. 12. FOR SIGNAL & ILLUMINATION REMOVALS, SEE SHEETS 22-27 13. FOR WATER & SEWER REMOVALS, SEE SHEETS 17-19 SITE PREPARATION NOTES D SAWCUT &REMOVE ASPHALT PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE CONCRETE SIDEWALK AND/OR CONCRETE PAVEMENT WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE CONCRETE CURB &GUTTER WITHIN EXISTING SURFACE REMOVAL LIMITS. OREMOVE EXTRUDED CURB AND/OR CONCRETE WHEEL STOPS WITHIN EXISTING SURFACE REMOVAL LIMITS. OPROTECT PRIVATE BUSINESS SIGN, POST, FOUNDATION, AND ELECTRICAL CONNECTION. O6 REMOVE TREE. O7 REMOVE SHRUBS. O8 REMOVE MEDIAN CURB AND PAVEMENT. O9 PRESERVE AND PROTECT EXISTING RETAINING WALL. 10 REMOVE EXISTING DRAINAGE STRUCTURE. 11 FRANCHISE UTILITY VAULT TO BE REMOVED BY OTHERS. 12 RELOCATE PLAQUE AS SHOWN ON URBAN DESIGN PLAN SHEET 28. CONTRACTOR TO USE GREAT CARE IN REMOVING PLAQUE AND PROTECT PLAQUE DURING STORAGE FOR RELOCATION. 13 REMOVE METAL POLE. 14 REMOVE STORM DRAIN PIPE. 15 ABANDON EXISTING DRAINAGE STRUCTURE. 16 PRESERVE AND PROTECT METAL BOLLARDS.