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Home My WebLink Aboutmap42" BEVEL ALL AROUND 3" x 10" ROUGH SAWN TIMBER RAIL WIT H 5/8" GALV, CARRIAGE BOLTS, W17H HEX NUTS AND PLATE WASHERS 2 - --------- EDGE OF TRAVELED WAY x 18" LANDSCAPING OR_j SIDEWALK, SEE PLAN 6" (MIN) 8" x 8" PRESSURE TREATED POST PROCESSED GRAVEL BACKFILL (COMPACT WHILE BACKFILLING) COMPACTED EXISTING SOIL PRECAST CONCRETE CURB CHAMFERED EDGE 6 (MIN) TOP COURSE PVMT. I . ............. BINDER PVMT. 2 DOWEL BAR (SEE NOTE 2) 7 COMPACTED GRAVEL (1�" MAX. STONE SIZE) CONCRETE CURB LOCK (SEE NOTE 1) COMPACTED SUBGRADE FRONT ELEVATION 2" BEVEL ALL AROUND 3" x 10" ROUGH SAWN TIMBER RAIL WITH (4) 5/8" GALV. CARRIAGE BOLTS WITH HEX NUTS AND PLATE WASHERS 8" x 8" PRESSURE TREATED POST SPACED 6 FEET O.C. 2" BEVEL AT ENDS X 10" X 10 -FOOT ROUGH 3AWN TIMBER RAIL WITH 2) GALV. CARRAIGE BOLTS, V TH HEX NUTS AND PLATE VASHERS 5" X 8" PRESSURE TREATED POST FRONT ELEVATION END SECTION CAP UNIT ADHERE IMPERVIOUS 7 X/�' FILL 12" VERSA-LOK (OR WS7 DEEP EQUIVALENT) 4 -INCH BLUE LINES 5 CONCRETE ADHESIVE LAYOUT REVISIONS 24 -INCH ON CENTER SFC i -------- ------- IN LANDSCAPE AREAS AND VERSA-LOK (OR PARKING LOTS OR EQUIVALENT) ---------- DRAINAGE MODULAR CONCRETE THIS DIMENSION AGGREGATE 36" SIGNAGE, 12" THICK SHALL BE 8' (MAX.) MINIMUM 4" DIA. DRAIN PIPE OUTLET @ END OF WALL. OR @ 40' CENTERS SEE DETAIL __� i [__,; I MAXIMUM 8' (MIN.) 5' (MIN.) (11' FOR VAN) — ACCESSIBLE PARKING 4' SIDE SECT ION 18" LANDSCAPING OR_j SIDEWALK, SEE PLAN 6" (MIN) 8" x 8" PRESSURE TREATED POST PROCESSED GRAVEL BACKFILL (COMPACT WHILE BACKFILLING) COMPACTED EXISTING SOIL PRECAST CONCRETE CURB CHAMFERED EDGE 6 (MIN) TOP COURSE PVMT. I . ............. BINDER PVMT. 2 DOWEL BAR (SEE NOTE 2) 7 COMPACTED GRAVEL (1�" MAX. STONE SIZE) CONCRETE CURB LOCK (SEE NOTE 1) COMPACTED SUBGRADE FRONT ELEVATION 2" BEVEL ALL AROUND 3" x 10" ROUGH SAWN TIMBER RAIL WITH (4) 5/8" GALV. CARRIAGE BOLTS WITH HEX NUTS AND PLATE WASHERS 8" x 8" PRESSURE TREATED POST SPACED 6 FEET O.C. 2" BEVEL AT ENDS X 10" X 10 -FOOT ROUGH 3AWN TIMBER RAIL WITH 2) GALV. CARRAIGE BOLTS, V TH HEX NUTS AND PLATE VASHERS 5" X 8" PRESSURE TREATED POST FRONT ELEVATION END SECTION CAP UNIT ADHERE IMPERVIOUS TO TOP UNIT W/ (PAINTED BLUE) FILL 12" VERSA-LOK (OR 41 DEEP EQUIVALENT) 4 -INCH BLUE LINES 5 CONCRETE ADHESIVE LAYOUT REVISIONS 24 -INCH ON CENTER SFC i -------- ------- IN LANDSCAPE AREAS AND VERSA-LOK (OR PARKING LOTS OR EQUIVALENT) ---------- DRAINAGE MODULAR CONCRETE THIS DIMENSION AGGREGATE FACING UNITS SIGNAGE, 12" THICK SHALL BE 8' (MAX.) MINIMUM 4" DIA. DRAIN PIPE OUTLET @ END OF WALL. OR @ 40' CENTERS SEE DETAIL __� i [__,; I MAXIMUM GRANULAR LEVELING PAD MIN. 6" THICK NOTES: 1. CONTRACTOR TO PROVIDE A STAMPED, STRUCTURAL DESIGN TO THE CLIENT AND REVIEWING ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 'I T -pa E 104 Lt CAP UNIT ADHERE TO TOP UNIT W/VERSA-LOK (OR EQUILAVENT) CONCRETE ADHESIVE IMPERVIOUS .......... x FILL 12" DEEP GEOSYNTHETIC REINFORCEMENT ---- -------- DRAINAGE AGGREGATE VERSA-LOK (OR 12" THICK MIN. EQUIVALENT) MODULAR CONCRETE - -- ------- FACING UNITS RETAINED BACKFILL APPROX. EXCAVATION LINE r REINFORCED BACKFILL --- ---------- COMPACTED 95% OF MAXIMUM STANDARD PROCTOR DENSITY ----- ----- 4" DIA. (MIN.) DRAIN PIPE OUTLET 0 END OF WALL OR ........... IMPERVIOUS FILL @ 40' CENTERS MAX. SLOPE TO DRAIN (A"/FT.) W/FILTER FABRIC GRANULAR LEVELING NOTES: PAD 6" THICK MIN. 1. CONTRACTOR TO PROVIDE A STAMPED, STRUCTURAL DESIGN TO THE CLIENT AND REVIEWING ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RE TAI INCNWALL REINFORCED w w ts"Y' OTER b CA -M-003 NTS CA -M -012B NTS 1.5" BITUMINOUS SURFACE COURSE 1.5" BITUMINOUS DENSE BASE COURSE COMPACTED OCESS GRAVEL APACTED SUB GRADE NOTES: 1. 4000 P.S.I. CONCRETE SHALL BE REQUIRED ONLY WHEN THE CURB IS SET AFTER BASE AND/OR BINDER COURSES ARE IN PLACE. WHERE CONCRETE IS NOT REQUIRED, THE GRAVEL SHALL BE BROUGHT UP TO THE BOTTOM OF THE PAVEMENT BASE COURSE. 2. DOWEL BAR SHALL BE x 4" x 4' LONG (MIN.) AND PROJECTING A MIN. OF 2" BEYOND CURB SECTION. P R E C 6 ''Am Sk T Coft Ua%' N Ca"m R E T E C U 0 Kwft B NTS CA-RD-00STANDARD D PAVEUIENT 3 NTS ------------ 6'- 0 6" r 6 0 X 2 7" DOWEL SOCKET (SEE NOTE 2) GUTTER LINE NOTES: 1 SHALL BE IN ACCORDANCE WITH SECTION 905 OF THE RI STANDARD SPECIFICATION. 1 0 2. DRAWING SHOW+'S TRANSITION CURB FOR ONE DIRECTION. FOR OTHER DIRECTION USE OPPOSITE HAND AND INCLUDE A J" 0 X 4" EPDXY COATED DOWEL. 3, EXPOSED SURFACES TO HAVE A SPONGE FLOAT FINISH. 4. EXPOSED EDGES TO HAVE A CHAMFER. CONSTRUCTION JOINT. 1/2- PREMOLDED BITUMINOUS EXPANSION JOINT SEALANT A A W CONCRETE SIDEWALK 4 -INCH WIDTH ACCESS AISLE DESCRIPTION (PAINTED BLUE) 45' B 41 4' 28' 4 -INCH BLUE LINES 5 30' LAYOUT REVISIONS 24 -INCH ON CENTER SFC 1. FOR USE IN LANDSCAPE AREAS AND SIDEWALKS ONLY. NOT FOR USE IN PARKING LOTS OR A 4 -INCH WIDTH 2. FOR ADA SIGNAGE, THIS DIMENSION (PAINTED BLUE) SEE PLANS SIGNAGE, THIS DIMENSION SHALL BE 8' (MAX.) SEE DETAIL 8' (MIN.) 5' (MIN.) (11' FOR VAN) — ACCESSIBLE PARKING 4' ._M g, a BLUE SKID -RESISTANT PAI \T 3 -INCH WIDTH f WHITE) 0:I i(PAiN ETAIL DETAIL 1. ALL DIMENSIONS MEASURED FROM CENTER TO CENTER OF 4 -INCH PAVEMENT STRIPING. 2. 8 -FOOT STALL WIDTH REFERS TO 8 -FEET BETWEEN CENTER LINE OF PAVEMENT MARKINGS 3. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE ARF4S SHALL NOT EXCEED 2% ADA SPACES CA -RD -001 NITS CONSTRUCTION JOINT: TOOLED JOINT 1/2" PREMOLDED BITUMINOUS (I " DEEP) EXPANSION JOINT SEALANT PLAN 6'1� W ----------- 1 2" CLEAR K 6 x 6 W1,4 x W1.4COMPACTED SUBGRADE WELDED WIRE FABRIC CONCRETE SIDEWALK PROCESSED GRAVEL BASE 1j" MAX. STONE SIZE SECTION NOTES: SIDEWALK SLOPE SHALL BE A MIN. OF 1% AND A MAX. OF <2%. 2. CONCRETE SHALL BE MIN. 4,000 P.S.I., TYPE 11. 7 BROOM FINISH PERPENDICULAR TO CURB OR TRAFFIC PATH. PROVIDE A J" WIDE EXPANSION JOINT WHERE SIDEWALK MEETS FACE -OF-BUILDING OR OTHER FIXED OBJECT. WIDTH BASE, DESCRIPTION W A B 41 4' 28' 5$ 5 30' CONCRETE SI 1w NwA LK NTS CA -007A NTS CA -RD -011A L UPGRADIENT SIDE' FLARE, NOT TO EXCEED 1:12 LONGITUDINAL OR CROSS SLOPES DETECTABLE WARNING, MATCH `4IDTH OF RAMP FLUSH CURB OR RAMP STONE TRANSITION ("URB DOWNGRADIENT SIDE ADA RAMP TYPE A CA -SS -004 NTS MUT 2 DIAMETER B STEL L POST (PATI SELECTED BY Of MATCH SURROUt SUI~ FINISHED GF BACKFILL r'A.n FE 3) CONCRETE BASE, DESCRIPTION 12"X12" MINIMUM CHK BY 1 1/9/17 DOT COMMENTS AKG SFC COMPACTED SUBGRADE NOTES. LAYOUT REVISIONS AKG SFC 1. FOR USE IN LANDSCAPE AREAS AND SIDEWALKS ONLY. NOT FOR USE IN PARKING LOTS OR TRAVELED WAYS. 2. FOR ADA SIGNAGE, THIS DIMENSION SHALL BE 5' (MIN.) 3. FOR ADA SIGNAGE, THIS DIMENSION SHALL BE 8' (MAX.) LENGTH VARIES TO ACHIEVE REQUIRED CURB REVEAL 6$ CONCRETE AND BASE MATERIAL THICKNESS SHALL MATCH THE TYPICAL 4' MIN. SIDEWALK DETAIL 6 EXISTING PAVEMENT-, SAWCUT V, EXISTING SUB 'B'A% S� E" SAWQQI PAVEMENT SEALING EBQQU2M 1. CLEAN SAWED JOINTS WITH COMPRESSED AIR. 2. APPLY JOINT SEAL MATERIAL FILLING FROM THE BOTTOM UP. 3. THE HOT -SEAL MATERIAL SHALL COMPLETELY FILL THE SAWCUT SUCH THAT AFTER COOLING THE LEVEL OF THE SEALER WILL NOT BE GREATER THAT 1/8 INCH BELOW THE PAVEMENT SURFACE. 4. CARE SHALL BE TAKEN DURING THE SEALING OPERATION TO INSURE THAT THE FINAL APPEARANCE WILL PRESENT A NEAT LINE. PAVEMENT SAWCUT CA -RD -007' NTS GENERAL NOTE. SUPER -PAVE MATERIAL MAY BE REQUIRED IN PLACE OF TRADITIONAL APPLY BIT, TACK COAT TO ALL VERTICAL MARSHAL MIX NOTED HERE IN AS DIRECTED BY THE PROJECT ENGINEER. UNDISTURBED EXISTING EDGES WHERE NEW PAVEMENT MEETS UNDi5-TLRBED EXIS11ING PAVEMENT EXISTING AND SEAL 30INT USING 3 CONCRETE PAVEMENT SEALANT PER LATEST VERSION OF CLASS I 'N TWO EQUAL IT LEFTS OMITS �f OVERLAY EXISTING BITUMINOUS AASHTO M324 TYPE CONCRETE 3"t PERMANENT PAVEMENT • N��]V WTUMINOUS CONCRETE -IV21 arrummous CONCRETE SAW CU EXISTING REINFORCED DGE AND APPLY -t _j A• PAVEMENT MEETS EYIS`TING. CLASS I FROM PERMANENT CONCRETE BASE 9 A CLASS 4 IN TWO EQUAL BIT. TACK COAT WHERE NEW PAVEMENT E LIFTS SEAL 30INT USING SEALANT PER THE LATEST VERSION A' BITIfMINOUS CONCRETE OF AASHTO M324 TYPE CLASS 4 FROM PERMANENT V j!E%CH WII�TH 10' PROCESSED AGGREGATE TRENCH WIDTH TRENCH PAVEMENT TEMPORARY Th I V E BASE FROM KILL EXISTING PAVEMENT ON 80 SIDES PAVEMENT OF PERMANENT PAVEMENT AND TRENCH PROCESSED AGGREGATE PAVEMENT TO A 2- DEPTH, AND OVERLAY BASE FROM TEMPORARY X WrTIM. 2' MIN. COMPA-TED THICKNESS OF PAVEMENT CLASS I 8FrUM'NOUS CONCRETE PERMANENT PAVEMENT TRENCH DETAIL MILLING AND OVERLAY TRENCHES PERPENDICULAR TO EDGE OF PAVEMENT TRENCHES PERPENDICULAR TO EDGE OF PAVEMENT APPLY BIT. TACK COAT TO ALL VERTICAL EDGES WHERE NEW PAVEMENT MEETS EXISTING E)OSTING AND SEAL JOINT USING 3. UNDISTURBED E: S BITUMINOUS CONCRETE EDGE OF SHOULDER,r OF OVERLAY -EDGE Of PAVEMENT SEALANT PER LATEST VERSION 09 /,—CLASS I IN TWO EQUAL PAVEMENT— AASHTO M324 TYPE 11 rk OF ROADWAY, OR MATCH EXISTINGMATCH EXISTING 11FTS ADJACENT LANE CROSS SLOPE CROSS SLOPE EXISTING BITUMINOUS CONCRETE 3't SAW CUT EDG_ AND APPLY EXISTING REINFORCEDBIT. 'ACK COAT WMERE NEW CONCR-ETE BASE 9't PAVEMENT MEETS EXISTING. SEAL JOINT USING SEALANT PER THE LATEST VERSIONA 11/I- BITUMINOUS CONCRETE OF AASHTO M324 TYPE It BfTL#U*O`L1fS CONCRETE CLASS I FROM PERMANENT CLASS 4 IN TWO EQUAL PAVEMENT LIFTS 6" qrrummous CONCRETE 10' PROCESSED AGGREGATE Wj�-TH CLASS 4 FROM PERMANENT BASE FROM TEMPORARY MILL EXISTING PAVEMENT ON BOTH SIDES TRENCH WIDTH TRENCH PAVEMENT PAVEMENT OF PERMANENT -KvEMEN"T,AND TRENCH BASE FROM TEMPORARY 10' PROCESSED AGGREGATE PAVEMENT TO A Z* DEPTH , AND OVERLAY ------------ A WITH 2' MIN- COMPACTED THICKNESS OF PAVEMENT PERMANENT PAVEMENT CLASS, I BITUMINOUS CONCRETE TRENCH WIDTH + 2' PERMANENT PAVEMENT TRENCH DETAIL MILLING AND OVERLAY TRENCH PARALLEL TO EDGE :OF PAVE,M_EN_T TRENCH PARALLEL TO EDGE OF PAVEMENT UNDISTURBED EXISTING f - r . CLASS 1 BI-rJMrNDUS UNDISTURBED EXISTING 2" CLASS I BITUMINOUSPAVEMENT TEMPORARY PAVEMENT CONCWTIF SURFACE COURSE PAVEMENT --- CONCRETE SURFACE COURSE EXISTING BITLMINOU$ EXISTING BITUMINOUS CONCRETE 3%fl CONCRETE. 31t EXISTING REINFORCED REINFORCED k CONCRETE EASE 9. CONCRETE BASE 9-,f SAW CUT EXISTING BITUMINOUS PAVEMENT AND CONCRETE BASE TkENCH WIDTH 18* PROCESSED SAW CUT EXISTING BITUMINOUS !8' PROCESSED AGGREGATE AGGREGATE TRENCH WIDTH PAVEMENT AND CONCRETE BASE-/ BASE -STATE ROAD TRAVEL BASE - STATE ROAD TRAVEL AREA 8. SHOULDER AREA. & SHOULDER EXISTING BITUMINOUS CONCRETE BASE AND REINFORCED CCO(CRETE BASE SMALL TEMPORARY PAVEMENT BE REMOVED BETWEEN EDGES OF TRENCH TRENCH WIDTH IN THIS AREA + 2, TEMPORARY PAVEMENT DETAIL TEMPORARY PAVEMENT DETAIL TRENCHES PERPENDICULAR TO EDGE OF PAVEMENT TRENCH PARALLEL TO EDGE OF PAVEMENT STATE OF CONNECTICUT DISTRICT PERMIT OFFICE DEPARTMENT OF TRANSPORTATI16N �pr � F3e�T TO TRENCHDETAILS FOR SCALE reraTAC V%dftAMr.- ADAP-ER (NYLOPLAST ORz APPRV'D EQUIVALENT) HDPE PIPE PE_R PLAN CA -001 DUCTILE IRON GRATE NYLOPLAST 8" STANDARD GRATE (OR APPROVED EQUIVILANT EXCEEDING 18.77 SQ. IN. DRAIN AREA) WATERTIGHT JOIN GRAVELY LOAMY SAND HDPE RISER PIPE PER PLAN ELBOW OR TEE UNCOMPACTED SUBGRADE "ERE" I A 1Z A cri JLN & ASSOCIATES, LT.D. 99 Mechanic St, P.O. Box 513 Pawcatuck, CT 06379 Westerly, R1 02891 6500 Tel: 401,596.7747 Tel: 860,629. Civil Engineers Land Surveyors Fax: 860.599.6090 Land Use Planners Environmental Engineers -%-ww.cheren7aa.com PLAN REVISIONS REV. N0. DATE DESCRIPTION D N BY CHK BY 1 1/9/17 DOT COMMENTS AKG SFC 2 1/24/17 LAYOUT REVISIONS AKG SFC SCALE: NTS DRAWN BY: AKG/TMT CA JOB # 215092 CHECK BY: AKG NOVEMBER 18, 2016 ------------------------------------ ISSUED FOR PERMITTING DETAIL SHEET 2 THE MOHEGAN TRIBE CULTURAL A a CIrIlls r CENTER & M USh uM 15 CHURCH LANE UNCASVILLE9 CONNECTICUT PREPARED FOR L THE M""'HEGAIV TRIBE �i� SHEET 6 OF - r' A n F