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Home My WebLink About83-1939 - Details 2UNDISTURBED /SIDE OF TRENCH V B" WATER MAIN / GRAVEL \ L. 8" WATER MAIN illll , II UNDISTURBED / \ N - SIDE OF TRENCH ' :III— .• • \ � r .• . '• -III U GRAVEL ' ILII - -II - II,�I II � 12" _ III I--' ' .. •.. .. CONCRETE THRUST BLOCK ——III 2000 PSI MIN. "IIII=111 liiitllllDi IIIA SECTION VIEW OR UTILIZE EQUIVALENT 24" PRECAST THRUST BLOCKS APPROVED BY DISTRICT PLAN VIEW THRUST BLOCK FOR 45 AND 22.5 DEC BENDS NOT TO SCALE 31 3' M. ACER RUBRNI OR APPROVED 3' CAL ALTERNATIVE b A—A LeBARON LF248-2 OR EQ. RENFORCED NEW BUCK RUR HOSE (1/2' ID) 4 -FLANGE DOLBLE STRAND 12 CA MINIMUM GRATE WEIGHT: GA V ANNEALED TWISTED WIRE LBS. TREE WRAP. LAP ENDS DOWN 255 DO NOT STAPLE FRAME 3 STAKES EWALLY SPACED GRATE MOUND TREE 2 1/242 1/7.10' 1'1 = 11- SPACED 1'-0' FROM TRUNK, STAINED DARK BROWN. Z STAKES DRIVEN Al ANGLE AND 12" PIPE FROM PULED VEROCAL WH WIRE / MIN 4'-0' BURIED 10 '-" MIN 3' DEEP SAUCER MIN AND MIRAFI 140NS i /-3' DEPM SHREDDED BUtK MULCH CRAM3ERS REMOVE BURIAP FROM TCP A I r HALF OF W�I .,! II� •.. COMPACTED sU B CRADE .vA o�cc SOIL MIK TREE PLANTING DETAIL SAVE EXISTING 4" CALIPER TREES OR PLANT 3" CALIPER TREES AT 20' O.0 AROUND ENTIRE PERIMETER OF COMMERCIAL LOT SLOPE 0.5% MIN. (TRENCHES LEVEL) V1 PERF. ADS -N-12- PLUS CUT -W SLOTS WITH SKILL SAW E.O. RIB OR PURCHASE SLOTTED PIPE Q MIRAFI 140N TOP AND SIDES LT SECTION A -A o�ooc w=0°o0do' 10 oc2^ "=00oH0o aoC0oooHp0g=oD =0'0Poo Eo o•0q °oP°0 IUoo PoE o - I'°.. 1'.- :I ' 2 1.5 INV. LISTED z A 3 3/4" - 1 1/2" H WASHED STONE UNDERNEATH 0 AND BESIDE PIPE / WIDTH AND LENGTHS LISTED ADJ. G.W. DRAINAGE CROSS SECTION NOT TO SCALE 4 1/2" SECTION A—A LeBARON LF248-2 OR EQ. SV \ MINIMUM FRAME WEIGHT: 4 -FLANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. FRAME AND GRATE 1'1 = 11- 0" 6" LOAM AND SEED OR WOODCHIPS ON ALL DISTURBED AREAS (TYP.) / 3:1 MAX. CUTMAX. CUT Il SHOULDER 3:1 MAX FILL 8" WATER MAIN SEE PAVEMENT SECTION 0 WIDTH VARIES (SEE PLAN) 1.5" TOP, 2.5" BINDER ROLLED THICKNESS CLASS 1 BITUMINOUS CONCRETE 12" CC BERM MASS DPW M3.11.03 BERM 12" PROCESSED GRAVEL M1.03.1 SPEC. 30" MIN NON -FROST SUSCEPTIBLE MATERIAL REPLACE ANY UNSUITABLE MATERIAL W/ MEDIUM SAND (<10% BY WEIGHT PASSING #200 SIEVE) GAS COMPACT SUBGRADE 0 SEWER MAIN (NOT APPLICABLE) TYPICAL SECTION THRU ROADWAY C.I. RING & COVER EXTEN5 FINISH COURSE pROP.H-20 F&G 12" MASS 2' X 2' GRATE PW TYPE II1 \ LeBARON LF248-2 OR EQ. 6' � D e /ADJUSTING COURSES AS RE MORTAR ALL COMPONENTS (I BINDER COURSE I BED FRAME IN FULL 12' X 12" CONCRETE COLLAR FLUSH WITH BASE COAT ASPHALT 3000 PSI CLASS I MIN. COLLAR DETAIL NOT TO SCALE 4 /2" 13:1 MAX FILL 3:1 MAX. CUT ELEC., TEL, CATV. CONDUIT LEBARON LA0910 OR EQ. OVER SEE PAVEMENT SECTION CLEANOUT/INSPECTION PORT TO GRADE. \ 1 REQUIRED PER TRENCH - 4 -LOAM &SEED ALL DISTURBED AREAS (TYP.) 8" H-20 F&C SV \ 2 CU FT \\\\ CONC. TRENCH LENGTH VARIES, SEE PLAN VIEW SHORT LENGTH OF Z 12" PIPE FROM 2" MIN. PEASTONE / C5 BASIN TO AND MIRAFI 140NS ( I 1 1DDLE (2) 1"0 Q CRAM3ERS FABRIC OVER TRENCH A I r Il 11HOLE 1 .vA o�cc i C.B. TRAP 12"0 HDPE PIPE PROPOSED 600 GALLON PRECAST H-20 CATCH BASIN 4' MIN. SUMP 6'0X5' SHOREY SOLID BASIN H-20 OR EQUAL WATER TOLERANT 2"HARDWOOD BARK PLANTS- MUSTMULCH BETWEEN POOLING ZONE - TOLERATE DROUGHT °g PLANTINGS DEPTH PER PLAN LINE AND GRADE CONDITIONS AS [ ENTRANCE SWALE WELL. G, 4 L•a FLARED END PER PLAN VIEW AS NOTED SECTION OVERFLOW ., ASPHALT SLOPE OUTLET/LEACHING FILTRATION ZONE.�" TRAPROCK/SWALE PROTECTION/FABRIC 24" PLANTING PER PLAN VIEW �DENTRANCES WITH UNDER. FIELD MEDIUM FINISH GRADE FILTER FABRIC ADJUST AS SOIL MATRIX REQ: UNDER REQ. TO AVOID AS SHOWN ON 50% MEDIUM SAND ;� EROSION AND AS 30% NATIVE TOPSOIL � GRADING PLAN DIRECTED BY 20% COMPOSTa ) ENGINEER.` USE ONLY ro HARDWOOD BARK MULCH \' DO NOT CONSTRUCT NOTE: 36" DEEP�,� _ MULCHED RETENTION 12 OH -20 HDPE PIPE \ \ BASINS UNTIL SOIL WHERE TREES s - o - / REMAINDER OF SITE IS PROPOSED. N STABILIZED. EXCAVATE AREAS FOR RECHARGE ZONE\/�\/�\j\ . '. _ \\�\\�\�; CONSTRUCTION PERIOD COARSE SAND OR STORMWATER GRAVEL/\\\�/\\�/j�/j\\�//\\\��':�^z;: `•-..,`�'�\\/ ANY CONSTRUCTION TO FINAL PLANTING NOTE: REMOVE TOPSOIL & SUBSOIL FOR 3' ALL AROUND DRAINAGE LEACHING WHERE REQUIRED & REPLACE WITH MEDIUM/COARSE SAND (TYP.) RAIN GARDEN W/ OVERFLOW PIPE NOT TO SCA' -E DCE #02-256 A STORMTECH SC -310 CHAMBERS IN TRENCH CONFIGURATION LEVEL BETWEEN STRUCTURES SET IN WASHED STONE, SEE SECTION REMOVE ANY SUBSOIL OR UNSUITABLE MATERIAL BENEATH AND FOR 2' LATERALLY AROUND LEACHING & REPLACE WITH COARSE SAND (NP.) SECTION THRU DRAINAGE NOT TO SCALE 1/2" EXP JOINT APPROXIMATELY 24'-0" OC 1/2" EXP JOINT WHEN ADJACENT FILLER CUT BACK 1/2-,W/ 1/2" DIA x12" LONG TO CONC STRUCTURE OR BLDG SMOOTH EXP DOWELS AT 2'-0" OC, ONE- CONTINUOUS SEALANT HALF GREASED PREMOLDED F=R -6* TROWEL ALL EDGE -6" WIDE B" H-20 F&C 12" X 3" CCBERM WHERE INDICATED (FORMED INTEGRAL WITH TOP COAT ASPHALT) / 7.5" TOPCOAT MASS DPW TYPE 11 2.5" BINDER BITUMINOUS PAVEMENT �i (THICKNESS AFTER COMPACTION) EXTEND GRAVEL 12" MIN. / \ 12" PROCESSED GRAVEL COA PAST EDGE PAVE MDPW M1.03.1 SPEC. VIB. ROLLER (EXTEND GRAVEL 5' MIN. AT ROADWAY AREAS) REMOVE TOP 'S' SUBSOIL COMPACT SUBGRADE NOTE: REMOVE FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (MEDIUM SAND W/LESS THAN 10% PASSING #200 SIEVE) PAVEMENT CROSS SECTION NOT TO SCALE MUELLER SUPER CENTURION 250 OR APPROVED DEPT. EQUAL. ROTATE HYDRANT AS REQUIRED STERNBERG FIXTURE: E26OLED/CA/3ARC45 T5 PM ML FHD DB 13" STERNBERG LED ARCHITECTURAL LUMINAIRES E26OLED WITH 150W EQUIV. LED LAMP DARK BRONZE FINISH IN (2) 6" LIFTS LED ROOF MOUNTED TED TO 95% MAX. DENSITY MOD. OPEN BODY ;TOR PER ASTM -1557 METHOD D " 11 19" HYDRANT TO BE ADJUSTED TO GRADE AS REQUIRED, ROTATE AS NECESSARY FINISH GRADE 4" POST SLIP FIT DARK BRONZE FINISH POLE 550T 14' HIGH TAPERED POLE +2' BASE = 16' FIXTURE HEIGHT TELESCOPING CAST IRON VALVE BOX BOX AND COVER UNDISTURBED BUFFALO OR EQUAL SIDE OF TRENCH m Z 6" GATE VALVE � o STAINLESS A TURN LEFT ONLY .n VALVE ANCHORING TEE il- 8"X6" TO OPEN _ CONCRETE BACKING VIII e AGAINST UNDISTURBED _ MATERIAL Illi 24" DIA. CONC. BASE 24" REVEAL - ALL FITTINGS MECHANICAL -III-I, 8"WATER JOINT II,i III MAIN 6"0 TO HYDRANT FLA STONE OR ONCRETE CONCRETE THRUST BLOCK 18" X 18" MIN. OR UTILIZE EQUIVALENT ROVIDE 4 CU. FT. OF SCREENED STONE PRECAST THRUST BLOCKS - (3/4"-1.5") BACKFILL TO AT LEAST 6" CONDUIT AND ANCHOR BOLT APPROVED BY DISTRICT ABOVE DRAIN HOLES - POSITION TO BE OBTAINED TYPICAL HYDRANT CONNECTION FROM LIGHTING MFG. NOT TO SCALE 2' 24"0 BASE 8' LONG 2' REVEAL NOTE: AT END OF WATER MAIN, PROVIDE CAP + 2" TAP AND BLOW OFF, FIELD GASKET TAP, UTILIZE MEGALUGS, ASTM A-79 GRADE 60 PROVIDE 2" PLASTIC LINE TO AREA SHOWN WITH 2" SHUTOFF, SWEEP 2" LINE TO GRADE INSIDE A VALVE BOX. STEEL REINF. 1" MIN COVER CEMENT LINED DUCTILE IRON WATER MAIN- ALL COMPONENTS TO YARMOUTH WATER DEPT. SPECIFICATIONS. 5' (4) #6'S VERTICAL MIN, SDDD PSI MIN CONCRETE TYPICAL LIGHT POLE 2" RIGID GALVANIZED NOT TO SCALE STEEL SWEEP SEE PAVEMENT SECTION #3 STIRRUPS AT 12"O.C. 8" H-20 F&G NOTE: ALT. PRECAST BASE- PROVIDE SHOP DWGS 2'X 2' GRATE (TYP. LIGHT POLE BASE NOT TO SCALE DR (2) 1"0 n z_ BRIC ADJUSITNG COURSE HOLES MORTAR SOD PLUGS OR TURFSTONE PAVER (TYP-) F GRASS SEED C.H. TRAP 12'0 HDPE PIPE PROPOSED 600 GALLON PRECAST H-20 CATCH BASIN 4 VIN. SUMP USE ADJUSTED EL 6.4 NGVD29 COX5' SHOREY SOLID BASIN H-20 OR EQUAL O N / a �n C.B. TRAP COMPACTED SOIL111111 F ;Iii TOPSOIL IN 12"0 HDPE PIPE AT PERIMETER OPENINGS I {+1 I OPENINGS BEDDING SAND (1") PROPOSED 600 GALLON PRECAST 12" PROCESSED GRAVEL BASE H-20 CATCH BASIN MASS D.PW. M1.03.1 4' MIN. SUMP �. \�\a y `E ','\` 1 tlrr�,r 1, ,„..i. `•' r" a'`.t< ,� i' ,r 'sr 5t8 _ r �a 0 4. N OUW DATER i S SECTIONAL PLATE\\j f,/f�/ COMPACTED 6'0X5' SHOREY SOLIDf/fes/i j ' \/\ SUBGRADE BASIN H-20 OR EQUAL//,�`^,',�'/�/ 4x4-6/6 WELDED WIRE FABRIC CONTROL JOINT NOTE: 6" REVEAL ONLY WHERE INDICATED WHERE WWF AT EXP JT THICKEN EDGE HERE FLUSH EDGE SEALANTSEE DETAIL. SMOOTH TROWEL ALL 6" EDGES 6" WIDEEITCH 1% FINE BROOM FINISH 4— v d d d Id 1 _ _ COMPACTED AGGREGATE BASES UNDISTURBED OR COMPACTED' SUBSOIL CONCRETE SIDEWALK. N.T.S. NOTES: 1. COMPACTED AGGREGATE BASE COURSE: 2" GRADED CRUSHED STONE ON 4" GRAVEL BORROW. 2. CONCRETE FOR SIDEWALKS MDPW CEMENT CONCRETE (AIR ENTRAINED 4000 PSI 3/4" IN.,610) i 1" TOPCOAT TYPE DPW v\ a 2' FINDER 0 12" PROCESSED GRAVEL r 1 d v r \ \ ra3fKZNO1 sgf1 DAr1' LA��, aJ-} 2 ,� o. LA OT 111 a 4;240 DATE DANIEL A. OJALA, P.E., P.L.S. °TURFSTONE"TM PAVER DETAIL NOT TO SCALE YkmA"ETAU WEST YARMOUTH, MA PREPARED FOR CHARLES WHITE MANAGEMENT off 508-362-4541 fax 508-362-9880 downcape.com (D down cope engineering, inc. civil engineers land surveyors 939 Main Street (Rte 6A) YARMOUTHPORT MA 02675 DATE: SEPTEMBER 18, 2012 REVISED: NOVEMBER 29, 2012 REVISED: DECEMBER 17, 2012 (WLL, NATIVE PLANTINGS PER CONCOM APPROVAL) REVISED: FEBRUARY 28, 2013 (HEALTH COMMENTS) REVISED: MARCH 29, 2013 (PB COMMENTS) REVISED: APRIL 8, 2014 (LOT 1) SHEET 5 OF 5 02-256 CHS WHT 2014.DWG