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HomeMy WebLinkAbout2015-01-06 Revised Existing Conditions Plans 6 of 6 — ................. 4" CONCRETE AT SIDEWALK CROSS COUNTRY AREAS PAVED AREAS 6" CONCRETE AT DRIVEWAY ,MATCH EXISTING SURFACE BROOM FINISH PERPENDICULAR TO 6" LOAM & SEED TREATMENT & THICKNESS DIRECTION OF WALK NORTH (4" MIN THICKNESS FOR PAV'T) HANOVER PERMEABLE PAVER SUITABLE BACKFILL TO BE 6" CRUSHED STONE BASE FILLED WITH (1 . (SIZE OF 3/4"" TO 1"" DIAMETER CRUSHED STONE) ' Y4"— !�'" OPEN GRADED STONE (AASH'TO #8 OR 9); FILL Y2" FROM TOP ° PLACED & COMPACTED IN 1 FOOT LAYERS. 1 WOOD SHEETING, IF REQUIRED, EXIST. GROUND CURB CURB SHALL BE CUT OFF AT LEAST 1 LIP - — CURB OPENING ' FIVE (5) FEET BELOW STREET DEMENT CONCRETE SURFAC 4 GRADE AND ONE FOOT ABOVE wL . E THE CROWN OF THE PIPE. j1_1 COMPACTED SCREENED 2„ OF Y4"-3/8» ABOVE TO ONE THESOT _ [ OPEN GRADED STONE ASHTO OR : OF PIPE + I (Ag fig) CL PIPE F. COMPACTED SUBGRADE 4 OF sYr4„-1 ", NOTES. OPEN GRADED STONE LEDGE NO FINES (AASHTO 57) PIPE BEDDING CONSISTING OF 1 /2 TO 3/4 1. PROVIDE Y2" CONSTRUCTION CONTROL JOINT WITH PREFORMED EXPANSION 12" OF 1, 2-3" INCH STONE OR SCREENED GRAVEL TO BE .; � a :w, �;,. : �,Y`,` ,., 1' MATERIAL EVERY 20 0" O.C. MAX. s, �, x °• . /� . .<, � ,���;,, PLACED AGAINST UNDISTURBED SIDES AND ; �� ; ? OPEN GRADED STONE BOTTOM OF TRENCH �' , ,>�� � � , � ,, ,N, ��'' <: >,- rs� ��.;��. NO FINES (AASHTO #1) 2. PROVIDE A TOOLED DUMMY JOINT Y4"W x Y2"D AS NEEDED TO PROVIDE EXCAVATION IN EARTH EXCAVATION IN LEDGE SYMMETRY. COMPACTED SUBGRADE TRENCH EXCAVATION CEMENT CONCRETE SIDEWALK PERMEABLE PAVERS NOT Td SCALE � NOT TOE SCALE NOT TO SCALE PROJECT TEAM J INSTALL R7-8 SIGN (TO BE ATTACH ON THE WALL) HANDICAP GRAPHIC SYMBOL (PAINTED WHITE) TO BE OPTIONAL 18» DIA I CENTERED IN SPACE CAST IRON FRAMEAND COVER/GRATE „ �» . 1 3' O.D. OPTIONAL 36 COVER --1 6 --� SEC1]ONS ITEM NO WEIGHT •—O" (TYP) 1•-6" W/18" OPENING CONE V-0" RISER MC—Ivl�"B1R_ 320L 4•" WIDE PAINTED 2'-0'" RISER MC—MCB2R 640 WHITE LINES (TYP) �3=� 11 —6' —�— 3'�0°" RISER MC—MCB3R �:,960 .— " BASE MC MCB2�B 820 2'-0"` BARREL MC—MCB24BS 640 18 " CONE MC— 'CBC 392 2,_0„ 1',2' OR 3' PROJECT INFO BARREL RISER SECTION M'f.APJ VIEW ` yY, E, 9`—d" 9°—d".MIN STANDARD HANDICAP S 3 1/2" PARKING STALL PARKING STALL 2'-0" +--2'-6"—� ;, 2' NOTES: A 1. ALOL PAINT SHALL BE FAST DRYING WHITE TRAFFIC PAINT MEETING SUMP H 3' "`�q BASE R/// 1, CONCRETE: 4,000 PSI MINIMUM AFTER 28 DAYS.. " 8 DIA KNOCKOUTS THE REQUIREMENTS OF AASHTO M248—TYP'E N. PAINT SHALL a 4 EACH AT 90 DEGREES APART 2. FLAT COVER WITH CLEANOUT CAN BE USED IN BE APPLIED AS SPECIFIED BY MANUFACTURER. 3" . - PLACE OF CONE. SECTION VIEW SECTION VIEW 3. OPTIONAL ROUND CONCRETE COVER CAN BE USED IN 2. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE PLACE OF CAST IRON FRAME AND COVER. REQUIREMENTS OF THE AMERICAN WITH DISABILITIES ACT. 4 PARKING STALL STRIPING ARE A G R A I N NOT TO SCALE ' NOT TO SCALE 2 PEER REVIEW COMMENTS 04/08114 PROPOSED PLANTINGS PER MASSACHUSETTS 1 PEER REVIEW COMMENTS 04/07/14 STORMWATER HANDBOOK (MIX OF SHRUBS, REV DESCRIPTION DATE GRASSES, AND LOW LYING GROUNDCOVER) 1' WIDE PEA STONE 1' WIDE PEA STONEwal RIDGE LINE 3' 'SOD STRIPVERTI ~ nl CURB PROPOSED GRANITE PROPOSED PLANTINGS PER MASSACHUSETTS � STORMWATER HANDBOOK (MIX OF SHRUBS 1MEEFNE � �EE�I�Ed� ca CIVIL :1 C; CURB OPENING 1' WIDE PEA STONE GRASSES, AND LOW LYING GROUNDCOVER) OVERFLOW DRAIN No.41313 POROUS PAVERS 3' SOD STRIP OVERFLOW DRAIN LOAM AND SEED STAMP: v V ... . . . . . . . . 41 I I I f Y� � 2--3" MULCH DETAILS w If d ga 4" PVC OVERFLOW ✓ p 3' PLANTING SOIL ` ...:- w .......... '�I DRAIN PIPE r 81 SOIL MIX SHALL BE A MIXTURE OF SAND (40`�), COMPOST (30-40%), SECTION VIEW PLAN VIEW SHEET NAME: AND TOPSOIL (20---30%). THE MIX SHALL BE FREE OF STONES, STUMPS, OR OTHER SIMIILAR OBJECTS LARGER THAN 2". THE SAND COMPONENT SHOULD BE A rASTM D 422 GRAVELLY SAND THAT MEETS ASTM D 422:. THE SIEVE SIZE PERCENT PASSING _INCH 100 LOAMY SOAND©ORNLOAMSTEXTURE. A THE DCOM OST R AT��ARDEN COMPONENT MUST BE PROCESSED FROM YARD WASTE 4 INo✓H 70 100 IN ACCORDANCE WITH MASSDEP GUIDELINES. THE Y4 —Ir`f�H 15-40 COMPOST SHALL NOT CONTAIN BIOSOLIDS. SOIL pH U.S. N0: 40 15-40 SHOULD GENERALLY BE BETWEEN 5.5-6.5 AND CONTAIN US NO. "200 0-3 SHT NO: 1.5%-3% ORGANIC CONTENT. DR BY: BP 0 10 20 4Q CHK BY: WWK Feet 1:20 PROJ NO: 2014-014 DATE: 03.14.14 SCALE: 1"=20'