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Home My WebLink AboutC-108 Driveway & RW Details (V2)NOTE: z JOINTS SHALL BE CUTLIJ z LLI :2 o WITH A JOINTER HAVING A o 0 LLJ w RADIUS OF 1/4" AND FILLED O of w WITH JOINT FILLER. U) L J cif a_ z of ILL! W a- O II LO U) U z Q WIDTH OF WALK OR MAX 6' 0" Q Of BETWEEN TRANSVERSE JOINTS AR' RFTWFFN FXPANCIf1N .IOIKITC WAY 1 rl\Lr MI\LU JVUVI\/'1VL VVIVlr f1V ILV III /1VVVI\V/11VVL WITH SECTION 207 OF STANDARD INDOT SPECS. CONCRETE SIDEWALK NO SCALE NOTES: EGDED AND BROOM FINISHED . NO "PICTURE FRAME" FINISHES WILL BE PERMITTED CLASS 'A' CONCRETE 6" DEPTH OF CONCRETE AND 6" COMPACTED AGGREGATE NO. 53 TO BE USED ACROSS DRIVES IF AGGREGATE IS REQUIRED #53 STONE WILL BE USED AT A MINIMUM OF 4", WITH EXCEPTION OF ACROSS DRIVES 1 � AX) FILL CUT PATH WIDTH CUT (MAX) Oil! -- -- -- -- -- -- 11 11 111 Fir a ZPREPARED SUBGRADE COMPACTED IN ACCORDANCE WITH SECTION 207 OF STANDARD INDOT SPECS. MUL TI - USE PA TH NO SCALE O1 1.5" - 165#/SYD. HMA SURFACE, TYPE 'B', 9.5 mm ON S 2.5" - 275#/SYD. HMA INTERMEDIATE, TYPE 'B', 19.0 mm ON S 6" COMPACTED AGGREGATE #53 ON ® COMPACTED SUBGRADE * WIDTH OF RECREATIONAL ASPHALT PATH AS DESIGNATED BY CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN) 3(MAX) FILL MIN. SLOPE SHALL BE THAT SLOPE NECESSARY TO CONVEY DESIGN STORM AND KEEP WATER IN EASEMENT EXISTING GRADE 3 (MAX) PROPOSED 3 (MAX) �1 GRADE �I w J_ o 0 0 8" TOP SOIL o 0 0 UNDERCUT SWALE BY 0.2 Un INSTALL FILTER FABRIC" TO ALLOW FOR FUTURE SILTING Q ON PERIMETER OF w U U TRENCH AND OVERLAP AT SUBGRADE LEVEL o o `" 1" MIN. 12" MIN. PIPE SHALL CONFORM TO SPEC REQUIREMENTS #8 WASHED AGGREGATE OF SECTION 907 OF STANDARD SPECIFICATION U MIN. 6" DOUBLE WALL PERFORATED PER 401.01 OF THE STORM WATER TECHNICAL STANDARDS MANUAL TYPICAL SWALE DETAIL NO SCALE ry CD Q z o o � z S I Q � o H- o MEASURED AT PROPERTY LINE 20' MAX 6' 0 TAPER 12' MIN TAPER Mq MAX 12:1 50:1 14% pp DRIVE SIDEWALK 6q S CURB — GUTTER — Q cf- CROSS-SECTION VIEW LLJ /C��/) LPL CONCRETE ' °•' (/� e DRIVE :d:: .� a; •�... .�.'' WING SMIN. 6" e n '° 4 •' • • r� • 'LLJ CID' ,' v N Q O Q 5' 20' MAX 5' 6'-0 TAPER 12 MIN TAPER z CURB & GUTTER DEPRESSED CURB CURB & GUTTER W PER DETAIL 10-23 v W FOR ALL APPLICATIONS EXCEPT ROLL CURB RESIDEN TIAL DRI VEWA YS NO SCALE NOTES: ALL ROADS FACE OF CURB IS TO BE 7 1/2", BACK OF CURB 13 1/2" EXISTING CURB, SHALL BE SAWCUT AT THE NEAREST JOINT TO THE REMOVAL LIMITS AND THE EXISTING CURB REMOVED. (-DANY Q z Q CONCRETE DRIVE AND/OR SIDEWALK ACROSS DRIVE SHALL BE A MINIMUM OF 6" PLAIN CONCRETE AND 6" COMPACTED AGGREGATE NO 53. N WINGS SHALL BE SIZED AS NOTED REGARDLESS OF EXISTENCE OR LOCATION OF SIDEWALK < � O PATH/SIDEWALK AND TREE LAWN DIMENSIONS VARY PER CARMEL CLAY COMPREHENSIVE PLAN (C3 PLAN). TRENCH DETAIL FOR CITY STORM SEWERS NO SCALE L LIMIT OF SUBGRADE FINAL BACKFILL PAVEMENT SECTION VARIES Bc +18"/MIN. 6" MINIMUM OF TOPSOIL OR COMPACTED AGGREGATE #53. SPRINGLINE MINIMUM COVER SHALL BE PER NOTE 3 LEGEND Bc = OUTSIDE DIAMETER D = INSIDE DIAMETER d = DEPTH OF BEDDING MATERIAL BELOW PIPE DEPTH OF BEDDING MATERIAL BELOW PIPE BEDDING d D d MIN NOTES: 60" & SMALLER 4" Bc 66" & LARGER 6" 1. BEDDING AND HAUNCHING FOR ALL RCP INSTALLATIONS SHALL BE #8 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT. BEDDING SHALL BE PLACED IN THE TRENCH BOTTOM SUCH THAT AFTER THE PIPE IS INSTALLED TO GRADE AND LINE, THERE REMAINS A 4" MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BARREL AND A MINIMUM OF 3" BELOW THE BELL. FOR PIPE SIZES 66" AND LARGER, THE MINIMUM DEPTH OF MATERIAL BELOW THE PIPE BAREL SHALL BE 6". BEDDING SHALL BE PLACED TO BE UNIFORM AS POSSIBLE, BUT SHALL BE LOOSELY PLACED UNCOMPACTED MATERIAL UNDER THE MIDDLE THIRD OF THE PIPE PRIOR TO PLACEMENT OF THE PIPE. IF THE UNDERLYING SOILS OF THE TRENCH BOTTOM ARE SOFT OR YIELDING, THE SOIL SHALL BE UNDERCUT TO SUCH A DEPTH THAT WHEN REPAIRED WITH #2 STONE IT WILL PRODUCE A UNIFORM AND STABLE FOUNDATION ALONG THE ENTIRE LENGTH OF THE PIPE. HAUNCHING AND INITAIL BACKFILL SHALL BE COMPACTED IN 8" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE FOR THE FULL LENGTH OF THE PIPE. HAUNCHING SHALL EXTEND TO THE SPRINGLINE OF THE PIPE. MINIMUM TRENCH WIDTH SHALL BE THE OUTSIDE DIAMETER OF THE PIPE PLUS 18". 2. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS 5' OR LESS SHALL BE B-BORROW FOR STRUCTURE BACKFILL MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED IN 6" MAXIMUM LIFTS TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE MATERIAL PLACED. THE BACKFILL FOR THE TOP 6" OF THE EXCAVATION BELOW THE LIMIT OF SUBGRADE SHALL BE #53 STONE MEETING THE MATERIAL REQUIREMENTS OF THE INDOT AND SHALL BE COMPACTED TO NOT LESS THAN 95% STANDARD PROCTOR DENSITY. FINAL BACKFILL FOR ALL RCP INSTALLATIONS WHERE "L" IS GREATER THAN 5' SHALL BE CLEAN FILL MATERIAL FREE OF ROCKS LARGER THAN 6" IN DIAMATER, FROZEN LUMPS OF SOIL, WOOD OR OTHER EXTRANEOUS MATERIAL, COMPACTED IN 12" MAXIMUM LIFTS TO NOT LESS THAN 90% STANDARD PROCTOR DENSITY FOR THE ENTIRE DEPTH OF THE EXCAVATION. CONTRACTOR SHALL PROVIDE A 3rd PARTY TESTING AGENCY TO PROVIDE COMPACTION TESTING AS NECESSARY. 3. FOR INSTALLATION OF STORM MAINS, WATERMAINS, SANITARY MAINS, WATER SERVICE LATERALS, AND SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY, THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT OR FINAL GROUND ELEVATION TO THE TOP OF THE INSTALLED PIPE SHALL BE NO LESS THAN 2.5 FEET OF COVER ALONG ANY PART OF THE PIPE. IF THE STANDARD PRACTICE OF THE UTILITY THAT HAS JURISDICTION OVER THE INSTALLATION HAS A MORE STRINGENT COVER REQUIREMENT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 4. IF EXISTING SUBGRADE HAS BEEN LIME STABILIZED, BACKFILL WITH B-BORROW TO BOTTOM OF EXISTING SUBGRADE AND FILL TO THE LIMIT OF EXISTING SUBGRADE WITH COMPACTED AGGREGATE NO 53. 5. THESE STANDARDS SHALL APPLY FOR STORM SEWERS INSTALLED WITHIN EXISTING AND PROPOSED CITY R/W AND FOR STORM SEWERS THAT SHALL BE MAINTAINED BY THE CITY, REGARDLESS OF STORM SEWER JURISDICTION. 6. ALL STORM PIPE WITHIN EXISTING OR PROPOSED CITY R/W SHALL BE REINFORCED CONCRETE PIPE REGARDLESS OF JURISDICTION OVER STORM PIPES. STANDARD CITY OF CARMEL STANDARDS DRAWING 10-31 TRENCH DETAIL FOR CITY STORM SEWERS HAUNCHING (Bc/6) This drawing and/or specifications is provided as an instrument of service provided by Cash Waggner & Associates, PC and is intended for use on this 402 EAST 1 3 T H STREET N ❑ . DATE By D E s C R I PT I ❑ N WILLOW HAVEN SENIOR HOMES DATE: project only. All drawings, specifications, designs, models, ideas, calculations, and arrangements appearing herein constitutes the original and unpublished Work of and remains the property of Cash Waggner & Associates, PC. Any ,, G SUITE 1 ❑ 1 JASPER, IN 4 7 5 4 6 (� PROJECT No.: 19-3957 PROJECT' MEMORY CARE HOMES ❑ ■ 9 Q mm.dd.yy INI Description reproduction, use or disclosure of the proprietary information contained herein without the prior written consent of the Cash Waggner &Associates, PC is strictly prohibited. \ _D`G� `O1 P �ko � P H: 8 1 2. 6 3 4. 5 0 1 5 /� C A S H WAG G N E R z ❑_ DESIGNED BY: N RW ADDRESS: 1 3 1 45 WEST ROAD DRAWN BY: Written dimensions shown hereon shall take precedence over scaled dimensions. Contractors shall calculate and measure required dimensions. Notify Cash � �� w ` �� _O O`v (. (\�„r•V/-`\`J/— FAX : 8 1 2. 6 3 4. 5❑ 1 7 — I DJ M C A R M E L, I N D I A N A 4 6 O '7 4 D RAW I N G N❑.: FILENAME: 13857 Waggner & Associates, PC with any variations in dimensions or conditions from those indicated on these drawings. This drawing was based on available ` �� pp R v /�) /y F O " 1 1�// CELL : 8 1 2 . 6 3 1 . 3 9 6 4 Sc A S S ❑ C I ATE S EMAIL S _ W Q Drive-Dtl information. Commencement of Work constitutes verification and acceptance of /� / w `O I Oc I ( , P C : N WA G G N E R Q LAvouT TA.: I Layout DRIVEWAY Sc C 1 Q Q s°ALE: I AS Shown existing conditions. `A CASH WAG G N E R . C ❑ M CONSULTINGIENGINEERINGISURVEYING SHEET TITLE: Application of a material or equipment to work installed by others constitutes acceptance of that Work and assumption of responsibility for satisfactory SIGNATURE DATE C WA �/� DETAIL S 1 3 installation. W W W. A S H C3G N E R. C❑ M Q ❑ P: