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Home My WebLink AboutDOA - 14 Beatrice Lane - Details2UNDISTURBED I�SIDE OF TRENCH 3/4" 24" 8" WATER MAIN�� / GRAVEL \ 8" WATER MAIN III • ' ' UNDISTURBED \ �+ SIDE OF TRENCH 1 ' ' 4 1/2" 8 \ '.�';,.' 1 (illi''•'• GRAVEL SECTION A—A ,' • ' I'll -12" lI ' " ' ' -r-^I LI , Le BARON LF248-2 OR EQ. CONCRETE THRUST BLOCK-1� 2000 PSI MIN. —III-;II=IIIEI -- - - -I II EII11111I1=III-, MINIMUM FRAME WEIGHT: 4 -FLANGE - 295 LBS. SECTION VIEW OR UTILIZE EQUIVALENT24" PRECAST THRUST BLOCKS APPROVED BY DISTRICT MINIMUM GRATE WEIGHT: 215 LBS. PLAN VIEW PASS AREA: 255 SQ. IN. THRUST BLOCK FRAME AND GRATE FOR 45 AND 22.5 DEG BENDS NOT TO SCALE m -4" 3' CN. AGER RUBRUM OR APPROYEO 3' CAL. ALTERNATIVE 6" LOAM AND SEED OR WOODCHIPS ON ALL DISTURBED AREAS (TYP.) / 3:1 MAX. CUT SHOULDER 5' NI � p REINFORCED NEW BLACK RUBBER LO HOSE (1/z' m) 3:1 MAX FILL GAS DOUBLE STRANDCA CaLV ANNEALED 7WISEEO WIRE TREE WRAP. LAP ENDS DOWN DO NOT STAPLE 3 STAKES EOUALY SPACED AROUND TREE 2 1/212 1/2'.10' SPACED 1'-0' FROM TRUNK, STAINED DARK BROWN. STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE MIN 4'-0' BURIED MIN Y DEEP SAUCER 1' OEM SHREDDED SARK MULCH REMOVE BURIAL FROM TDP HALF OF ROOTBI COMPALIED SUB-ORIDE SOIL MIX TREE PLANTING DETAIL SAVE EXISTING 4" CALIPER TREES OR PLANT 3" CALIPER TREES AT 20' O.0 AROUND ENTIRE PERIMETER OF COMMERCIAL LOT SLOPE 0.57 MIN. (TRENCHES LEVEL) PERF. ADS -N-12- PLUS CUT w SLOTS WITH SKILLSAW E.O. RIB OR 1 PURCHASE SLOTTED PIPE a WRAF, 140N TOP AND SIDES 9 LT SECTION A -A 12"0H-20 HDPE PIPE �•", 1' ej• p °p= "r ac°o°D b°o°c o3`o^c b°o°d� INV. LISTED 1.5' 1°6000000 00o° o°Oo° •. ': 3/4" - 1 1/2" ni WASHED STONE UNDERNEATH 0 AND BESIDE PIPE / WIDTH AND LENGTHS LISTED ADJ. G.W. DRAINAGE CROSS SECTION NOT TO SCALE SEE PAVEMENT SECTION 8" WATER MAIN 8" H-20 F&C r z I o � C.B. TRAP 11 12"0 HDPE PIPE PROPOSED 600 GALLON PRECAST H-20 CATCH BASIN 4' MIN. SUMP SECTIONAL PLATE 6'0X5' SHOREY SOLID BASIN H-20 OR EQUAL WATER TOLERANT 2"HARDWOOD BARK PLANTS- MUST n MULCH BETWEEN POOLING ZONE - TOLERATE DROUGHT 1,°i 11 PLANTINGS DEPTH PER PLAN CONDITIONS AS U LINE AND GRADE ENTRANCE SWALE WELL. 4 FLARED END PER PLAN VIEW AS NOTED SECTION OVERFLOW y: ASPHALT SLOPE �A,,, �a OUTLET/LEACHING FILTRATION ZONE >1 TRAPROCK/SWALE PROTECTION/FABRIC 5 PER PLAN VIEW 24" PLANTING v"'"`5�'� }('__1I ENTRANCES WITH UNDER. FIEL➢ MEDIUM I,� FINISH GRADE FILTER FABRIC ADJUST AS SOIL MATRIX REQ.+j UNDER REQ. TO AVOID 507. MEDIUM SAND AS SHOWN ON EROSION AND AS 30% NATIVE TOPSOIL ? GRADING PLAN DIRECTED BY 20% COMPOST �'' o ati/) G o ENGINEER. USE ONLY _Z"``"h,.,� ^G,S,` •n HARDWOOD DO NOT CONSTRUCT BARK NOTE: 36"DEEP MULCHED RETENTION SOIL WHERE TREES 12 0H 20 HDPE PIPE _ \ /\' BASINS UNTIL PROPOSED. y\ """ ``II REMAINDER OF SITE IS 4Y:'\: STABILIZED. EXCAVATE L N l �/ \ AREAS FOR RECHARGE ZONE CONSTRUCTION PERIOD COARSE SAND OR RETENTION. /j\/%\%\.' >.; •'''. F,/\\\�\%�/ \ \ \ \•''''`•' / STORMWATER GRAVEL '\ \\//\,/�\/\//\ ?, I` ^'_•;•_r."''' \\i' RETENTION. REMOVE \4K\�\�\�/�y/\\��\�\\/\ / PRIOR\/�\��Y��•/�\/�\/\\/ ANY CONSTRUCTION % FINALTION PLANTING TO 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 SCALE CCE #02-256 LAYOUT - FINISH COURSE PROP H-20 F&G 12" MASS 2' X 2' GRATE r— � Ti TYPE I' LeBARON LF248-2 OR EQ. C n > e n C D D e 1 ADJUSTING COURSES AS REQ'D. MORTAR ALL COMPONENTS BINDER COURSE BED FRAME IN FULL 12" X 12" CONCRETE COLLAR FLUSH WITH BASE COAT ASPHALT 3000 PSI CLASS I MIN'. COLLAR DETAIL NOT TO SCALE t 1/2" 12" X 3" CCBERM WHERE INDICATED (FORMED INTEGRAL WITH TOP COAT ASPHALT) STERNBERG FIXTURE: E260LED/CA/3ARC45 T5 PM ML FHD DB / 1.5" TOPCOAT MASS DPW TYPE 11 13 2.5' BINDER BITUMINOUS NT M STERNBERG LED ARCHITECTURAL LUMINAIRES EWITH (THICKNESS AFTER COMPACTION) 26OLED 15OW EQUIV. LED LAMP DARK BRONZE FINISH EXTEND GRAVEL 12" MIN. / 12" PROCESSED GRAVEL COMPACTED IN (2) 6" LIFTS LED ROOF MOUNTED PAST EDGE PAVE MDPW M1.03.1 SPEC. VIB. ROLLER COMPACTED TO 95% MAX. DENSITY MOD. (EXTEND GRAVEL 5' MIN. AT ROADWAY AREAS) REMOVE TOP & SUBSOIL PROCTOR PER ASTM -1557 METHOD D OPEN BODY COMPACT SUBGRADE 19 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) 4" POST SLIP FIT PAVEMENT CROSS SECTION DARK BRONZE FINISH NOT TO SCALE POLE 550T 14' HIGH TAPERED POLE +2' BASE = 16' FIXTURE HEIGHT MUELLER SUPER CENTURION 250 OR APPROVED DEPT. EQUAL. V ROTATE HYDRANT HYDRANT TO BE ADJUSTED AS REQUIRED TO GRADE AS REQUIRED, a ROTATE AS NECESSARY F FINISH GRADE I , TELESCOPING CAST IRON�i��%�� WIDTH VARIES (SEE PLAN) VALVE BOX AND COVER UNDISTURBED BUFFALO OR EQUAL 1.5" TOP, 2.5" BINDER ROLLED THICKNESS SIDE OF TRENCH CLASS 1 BITUMINOUS CONCRETE 12" CC BERMGRAVEL EXTENDS MASS DPW M3.11.03 6" GATE VALVE BERM STAINLESS MUELLER ONLY ° 2% CROWN 2% CROWN 3:1 MAX FILL VALVE ANCHORING TEE A TURN LEFT 'O .III- 8"X6" TO OPEN 12" PROCESSED GRAVEL M1.03.1 SPEC. 3:1 MAX. CUT -III CONCRETE BACKING 1.111 AGAINST UNDISTURBED 3D" MIN NON -FROST SUSCEPTIBLE MATERIAL VIII-_ MATERIAL REPLACE ANY UNSUITABLE MATERIAL W/ MEDIUM SAND -111 •' ' - 24" DIA. CONC. BASE 24" REVEAL (<10% BY WEIGHT PASSING #200 SIEVE) �j , ••• - COMPACT SUBGRADE - ,8"WATER JO NTjALL ITTINCS MECHANICAL O MAIN 6"0 TO HYDRANT FLAT STONE ELEC., TEL, CATV. CONDUIT =1 SEWER MAIN (NOT APPLICABLE) CONCRETE THRUST BLOCK OR CONCRETE 18" X 18" MIN, TYPICAL SECTION THRU ROADWAY OR UTILIZE EQUIVALENT ROVI-1 4 CU. FT. OF SCREENED STONE PRECAST THRUST DISTRICT ABOVE DRAT BACKFILL TO AT LEAST 6" APPROVED BY DISTRICT ABOVE DRAIN HOLES CONDUIT AND ANCHOR BOLT 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. TYPICAL LIGHT POLE RIGID PSI MIN CONCRETE C.I. RING & COVER 2" RIGID GALVANIZED LEBARON LA0910 OR EQ. OVER SEE PAVEMENT SECTION CLEANOUT/INSPECTION PORT TO GRADE. 1 REQUIRED PER TRENCH STEEL SWEEP 4"LOAM &SEED SEE PAVEMENT SECTION NOT TO SCALE 3 STIRRUPS AT 12"O.C. ALL DISTURBED AREAS (TYP J j NOTE: ALT. PRECAST BASE- PROVIDE SHOP DWGS \ 8" H-20 F&C 8" H-20 F&G 2 CU FT I/ 2'X 2' GRATE (TYP.) CONC. LIGHT POLE BASE TRENCH LENGTH VARIES, SEE PLAN VIEW SHORT LENGTH OF _ NOT TO SCALE 12" PIPE FROM 2" MIN. PEASTONE ( ) BASIN TO AND MIRAFI 140NS DRILL (2) 1"0 ZDRI CHAMBERS FABRIC OVER TRENCH A OLE o �HRIC ADJUSTING COURSE HOLES 2 1 0 0 m MORTAR VARIES, ` o (TYP) o SOD PLUGS OR TURFSTONE PAVER GRASS SEED I1 (I III 11` IT ,IL ri t C.B. TRAP C.B. TRAP COMPACTED SOILII° " 1(I=;3€IIII �_ I IIS h TOPSOIL IN 12"0 HDPE PIPE 12"0 HDPE PIPE AT PERIMETER (11t1 it=s!- 111 till(€ �! j—It1—i 77 III` Itll I 11;1 € OPENINGS —'i 1 ....a.j 11,...,,11 I I#—I I t 111= i. tpi aTt i',= t h[A.`Tje:?'sv+f* h, £F;i'; # =T`4 '" ✓ A PROPOSED PROPOSED e•�„°•.��,�J i °r/��• 1q -, -+b "}j4 T.,)"k' "r..r�,k,,` ;q/, BEDDING SAND 1" 600 GALLON PRECAST 600 GALLON PRECAST °,'°\`�';�° ��'`\\\��L. ,� y fir: H-20 CATCH BASIN H-20 CATCH BASIN '✓d//,Sd��,/ fir," ti— 12" PROCESSED GRAVEL BASE 4' MIN. SUMP 4' MIN. SUMP `\ MASS D.PW. bi1.03.1 STORMTECH SC -310 CHAMBERS IN TRENCH CONFIGURATION USE ADJUSTED GROUNDWATER rIi LEVEL BETWEEN STRUCTURES EL. 6.4 NGVD29 \✓�!,•q\�.�+„/\/r,\\°, ,+I ,^>„I„1 SET IN WASHED STONE, SEE SECTION SECTIONAL PLATE \��r `�°` f�\`��4 \ \�°•� .,\��\\\\`v,°\',\\�\l,+°�\��`/�\',``�°�� ° REMOVE ANY SUBSOILORUNSUITABLE MATERIAL BENEATH 6'0X5' H-20 SOLID r°ad� �+ '/\ /\\;/ /`f\ �\f`h/ /J// /� COMPACTED FOR 2' BASIN H-20 OR EQUAL �` / !d ,JS°�/�, •'r \`'/' WITOH COARSE SAND (TYpAROUND LEACHING & REPLACE 6'0X5' SHOREY SOLID��1!\`\�s'd\\ SUBGRADE BASIN H-20 OR EQUAL SECTION THRU DRAINAGE ,`\`,`� �i'�\�%\�/��,�``� NOT TO SCALE "TURFSTONE"TM PAVER DETAIL NOT TO SCALE 1/2" EXP JOINT APPROXIMATELY 24'-0" OC 1/2" EXP JOINT WHEN ADJACENT I 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 D E T A� L S PREMOLDED FILLER SMOOTH TROWEL ALL EDGE -6" WIDE 4x4-6/6 WELDED WIRE FABRIC CONTROL JOINT NOTE: 6" REVEAL ONLY WHERE INDICATED IIN STOP WWF AT EXP JT THICKEN EDGE WHERE FLUSH EDGE WEST � SMOOTH TROWEL ALL SEALANT 6" SEE DETAIL. �/ �/ E S T YARMOUTH, M A EDGES 6" WIDE FINE BROOM FINISH PITCH 17. �' PREPARED FOR v _o_-- COMPACTED AGGREGATE BASE-' UNDISTURBED OR COMPACTE 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) 1" TOPCOAT MASS DPW TYPE H 2" BINDER K2 12" PROCESSED GRAVEL 0I A "� ^a0. "'02 TCP of DATE DANIEL A. OJALA, P.E., P.L.S. CHARLES WHITE MANAGEMENT I off 508-362-4541 fox 508-362-9880 downcope.com down cape engineering, Inc. civil engineers land surveyors 939 Mcin 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