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HomeMy WebLinkAboutSD-390-6SULLIVAN (40' WIDE) STREET N a N 74'58'04" W 330.82' N _ SMH 2 +44.3 W 363.475' CLERK OF THE TOWN OF LEXINGTON HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. APPROV/F -D j �r 1. N,04 .i TOWN CLERK 1 +00 1 +50 +10 2 +00 \\LOT 9 LOT 8 LOT 10 c0 �9 20'), 8. 4 co \y'FF Cc 6 R cc LOT 7 �� p L =27.08' L= 18.48' Co DMH , LOT 11 R= 25.00' �s 5 +89. 7 SMH m co A =09'44511" © =9 69'1 12 3Q cc T =13.57' �� a5 PIS HD. 20FT. WIDE CO f GAS EASEMENT cci `Pre, 00 � O ss L- ,44.3,' e�. "3r' _ � (rp CC LOT 6 Il= 55'0T22 Q LOT 12 y G� �C:) sip/ CB 5 +30.17 o. �� Q�G C WO �O �-? J�• S dgp� °' - `r L 81.99' SMH 4 +14.46 s oy �= 42,32'' DBL CB - 6 q� ,.�°j �j L= 31.08, . 3 +91.38 l2 2 LOT 1 3 5.4 DN °s R ix x R= 25.00' 'h� s = 77'14'27" CB 3 +66.44 O�� Mx% � r S CO T= 17.91' c L= 49.18' - + R= 175.00' WG wG A= 16'06'06" �1 o $ wc R =25 00' T= 24.75' ° - - LOT 14 =87 17 23" DBL CBS �y T= 23.84' 3 +91.38 S 74'58'04' E 11035' - SMH 3 +63.48 3.56' L-15.71' L 2.07' o R- 10.00' - R- 175.00' ? O 0'. o s F A= 90'00'00" A= 0040'39 m F 4 p T= 10.00' T= 1.03' ofA $ L=27.52' w f l � l R= 25.00' pn� A= 63'04'55 Q r z T =15.34' 100.00. VC - 10 .00 VIC a 180.31 SD 170,84 SD o 0 13.10% 19.6 K -Val 8x0 a XN 00% 18.2 K 01 V-Val 2.500 N ° ° o = ( m too j a SCALE: 1IN =40FT MZ +N F0 'z j .2 {)WJ NQ +44.3 2 +50 CB 3 +91 L TO DMH 12 "RCP L =28" S =0.01 CB 3 +91 R TO DMH 12 "RCP L =1 7' S= 0.0165 +25 +44.90 +75 +94.38 +11 +25 +63.48 +14.46 +66.44 +32.93 3 +00 3 +50 4 +00 4 +50 SULLIVAN ST. PROFILE SCALE: NOR. 11N =40FT VERT. 11N =4FT +75 5 +00 +25 +30.17 +43.17 5 +50 +89.77 +15.21 6 +00 6 +50 4 m 200 [Wi] •-L- -180 7 +00 SEE DETAIL 8 2 OF GAL GRATE ISE DETAIL A) 2° CLEAR (TYP.) 1 ROW #4 13AR DETAIL A N. T. S. PLAN VIEW 196x64 F rCLEAR _ 10'6RIFtGE 0 ,a °RCP FRONT VIEW t 3 NOTES: 9.) SEE PROPERTY RIGHTS SHEET FOR REFERENCES. 2. NOT ALL UNDERGROUND UTILITIES ARE SHOWN. BEFORE DESIGN AND CONSTRUCTION CALL "DIG W Lij SAFE" 1 -888- 344 - 7233. � 0 3.) BENCH MARK USED: SNR81 (SHAWSHEEN RIVER) f n aJ J O "- L0 DATUM NGVD 1929, ELEVATION = 115.448. 0 4.) THE PROPERTY IS LOCATED IN A RO ZONE W DISTRICT. Z SEE DETAIL C SULLIVAN (40' WIDE) STREET N a N 74'58'04" W 330.82' N _ SMH 2 +44.3 W 363.475' CLERK OF THE TOWN OF LEXINGTON HEREBY CERTIFY THAT THE NOTICE OF APPROVAL OF THIS PLAN BY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. APPROV/F -D j �r 1. N,04 .i TOWN CLERK 1 +00 1 +50 +10 2 +00 \\LOT 9 LOT 8 LOT 10 c0 �9 20'), 8. 4 co \y'FF Cc 6 R cc LOT 7 �� p L =27.08' L= 18.48' Co DMH , LOT 11 R= 25.00' �s 5 +89. 7 SMH m co A =09'44511" © =9 69'1 12 3Q cc T =13.57' �� a5 PIS HD. 20FT. WIDE CO f GAS EASEMENT cci `Pre, 00 � O ss L- ,44.3,' e�. "3r' _ � (rp CC LOT 6 Il= 55'0T22 Q LOT 12 y G� �C:) sip/ CB 5 +30.17 o. �� Q�G C WO �O �-? J�• S dgp� °' - `r L 81.99' SMH 4 +14.46 s oy �= 42,32'' DBL CB - 6 q� ,.�°j �j L= 31.08, . 3 +91.38 l2 2 LOT 1 3 5.4 DN °s R ix x R= 25.00' 'h� s = 77'14'27" CB 3 +66.44 O�� Mx% � r S CO T= 17.91' c L= 49.18' - + R= 175.00' WG wG A= 16'06'06" �1 o $ wc R =25 00' T= 24.75' ° - - LOT 14 =87 17 23" DBL CBS �y T= 23.84' 3 +91.38 S 74'58'04' E 11035' - SMH 3 +63.48 3.56' L-15.71' L 2.07' o R- 10.00' - R- 175.00' ? O 0'. o s F A= 90'00'00" A= 0040'39 m F 4 p T= 10.00' T= 1.03' ofA $ L=27.52' w f l � l R= 25.00' pn� A= 63'04'55 Q r z T =15.34' 100.00. VC - 10 .00 VIC a 180.31 SD 170,84 SD o 0 13.10% 19.6 K -Val 8x0 a XN 00% 18.2 K 01 V-Val 2.500 N ° ° o = ( m too j a SCALE: 1IN =40FT MZ +N F0 'z j .2 {)WJ NQ +44.3 2 +50 CB 3 +91 L TO DMH 12 "RCP L =28" S =0.01 CB 3 +91 R TO DMH 12 "RCP L =1 7' S= 0.0165 +25 +44.90 +75 +94.38 +11 +25 +63.48 +14.46 +66.44 +32.93 3 +00 3 +50 4 +00 4 +50 SULLIVAN ST. PROFILE SCALE: NOR. 11N =40FT VERT. 11N =4FT +75 5 +00 +25 +30.17 +43.17 5 +50 +89.77 +15.21 6 +00 6 +50 4 m 200 [Wi] •-L- -180 7 +00 SEE DETAIL 8 2 OF GAL GRATE ISE DETAIL A) 2° CLEAR (TYP.) 1 ROW #4 13AR DETAIL A N. T. S. PLAN VIEW 196x64 F rCLEAR _ 10'6RIFtGE 0 ,a °RCP FRONT VIEW COMPACTED BASE 12" MIN. SCREENED: GRAVEL SIDE CROSS SECTION IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED OUTLET CONTROL STRUCTURE --- �?00D2 - -- AND RECORDED HEREWITH. NORTH DETENTION AREA -POND 2 IN AG RD cE WITH A COVENANT DATED NOT TO SCALE -- aC IL2_ -- AND RECORDED HEREWITH. IN AC60RI)�NCE WITH A SPECIAL PERMIT DATED AND RECORDED HEREWITH. REVISED: 7/26/00, PLANNING BOARD COMMENTS 3/4 " -1 1/2" STONE L['T NOTCH [PARK'' SULLIVAN 1 WINTER STREET ° LEXINGT N, MASSACHUSETTS DEFINITIVE SITE DEVELPM N PLAN °p�Qo o Refs 2.4.1.e �Q FILL KEYWAYS Sheet Title# PLAN VIEW WITH MORTAR 9 y RIM IV FRAME= 793.00 1 FRAME CATCH BASIN FRAME iV &GRATE an S t r eup% t NEEHAN R -4353 PVC FILM 0 MORTAR JOINT streeftLt JIB 2" PEASTONE 4 {? `..: 4; Q= 6 pint? 4"PVC O 0 TEE Is 4" PERF �Q oQ0 PVC, SCH 40 pa 5' -0 "DIA g , (PLUG ENDS) g" CONCRETE HALYARD BUILDERS, INC. Developer/ 18 Saddleclub Road., Lexington, MA Applicant BARREL BLOCK 4" CONCRETE BASE WINTER STREET REALTY TRUST Owner SOLID PRECAST OR CRUSHED STONE 1.8 Saddleclub Road., Lexington, MA SECTION PLATES S LEACHING CATCH BASIN WEINMAYR ASSOCIATES, INC. Landscape (NO OVERFLOW) 7 South Street, Somerville, MA. Architect NOT TO SCALE - nAOF INCITE ARCHITECTURE Architect JONN L L. . 74 Bedford Street, LeAngton, MA � � NO CIVIL NOONAN -& MCDOWELL, INC. Land Surveyor /. 25 Bridge Street, Billerica, MA Civil Engineer sSr.,AI_ l� FEET 0 20 44 80 120 160 METERS 0 5 10 20 30 40 DATE REGISTERED PROFESSIONAL CIVIL ENGINEER SCSIeS- AS Shown DSte+ May 1,2000 Dwg. No 1509P5A Job No 1509.4A Sh No 6 of 17 NOTES: 9.) SEE PROPERTY RIGHTS SHEET FOR REFERENCES. 2. NOT ALL UNDERGROUND UTILITIES ARE SHOWN. BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" 1 -888- 344 - 7233. 3.) BENCH MARK USED: SNR81 (SHAWSHEEN RIVER) DATUM NGVD 1929, ELEVATION = 115.448. 4.) THE PROPERTY IS LOCATED IN A RO ZONE DISTRICT. SEE DETAIL C 5.) THE LOCATION OF UNDERGROUND ELECTRICAL AND 23 1 J3/14° F"T a 6 CENTE !,R R COMMUNICATIONS CONDUITS ARE NOT SHOWN. THEIR LAYOUT sPAaNC WILL BE DESIGNED BY BOSTON EDISON ENGINEERING SEE DETAIL O CE BAR t, 4° ON CENTER SPACING DIVISION AND ANY REQUIRED EASEMENTS SHALL BE ° APPROXIMATE GRANTED BY THE DEVELOPER. PROVISIONS FOR SUPPLYING 28 , /2' WEIGHT 310LBSt POWER TO STREET LIGHTING WILL BE INCLUDED WITH THIS LAYOUT. /8 °x3° STAINLESS a 3 /,6x2° FAT 23" BAR ON ALL SIDES 6.) ALL UTILITY IMPROVEMENTS SHALL BE IN ACCORDANCE ac eou (TrP`) DETAIL e SEE DETAIL C WITH THE TOWN OF LEXINGTON STANDARDS. W T. S. 7.) ALL CATCH BASINS SHALL HAVE STONE INLETS WITH TRANSITION STONES. WELD 2 1/4` MIN. 8.) POINTS SHOWN THUS -- ARE STONE BOUNDS TO BE SET. �•• 1/2" HOLE t MANHOLE STEPS fF_04 ° AT 121N. VERTICAL. SPACING 2 1 /4 °x6 t /4 "0 /4"IHK LEBARON L111 1 1/8" - 2 1/4" GAL PLATE . DETAIL C N. T. S. , 4° 2A/4' MIN. 2 1/4 "x8 1/4 "x1/4 THK LEGEND: 1/2' HOLE GAL PLATE CB CATCH BASIN WELD cc CURB COCK CO CLEANOUT DETAIL D DICL DUCTILE IRON CEMENT LINE N. T. S. DMH DRAIN MANHOLE DS DRAIN SERVICE EXIST. EXISTING FES FLARED END SECTION HYD HYDRANT pr` INV. INVERT L LEFT LGB LEACHING CATCH BASIN OCS OUTLET CONTROL STRUCTURE SEAL WITH PROP. PROPOSED MRAULIC CEMENT PVC POLYVINYL CHLORIDE R RIGHT Fit a RCP REINFORCED CONCRETE PIPE 10° TYP. S SLOPE 18° RCP a v 3coQ0N°cRETE SGC SLOPE GRANITE CURB b SMH SEWER MANHOLE SS SEWER SERVICE 6-PVC I tj_ .Q 2'x4' KEY ALL UND VGC VERTICAL GRANITE CURB WG WATER GATE WS WATER SERVICE 1" TYPE K- COPPER COMPACTED BASE 12" MIN. SCREENED: GRAVEL SIDE CROSS SECTION IN ACCORDANCE WITH A CERTIFICATE OF ACTION DATED OUTLET CONTROL STRUCTURE --- �?00D2 - -- AND RECORDED HEREWITH. NORTH DETENTION AREA -POND 2 IN AG RD cE WITH A COVENANT DATED NOT TO SCALE -- aC IL2_ -- AND RECORDED HEREWITH. IN AC60RI)�NCE WITH A SPECIAL PERMIT DATED AND RECORDED HEREWITH. REVISED: 7/26/00, PLANNING BOARD COMMENTS 3/4 " -1 1/2" STONE L['T NOTCH [PARK'' SULLIVAN 1 WINTER STREET ° LEXINGT N, MASSACHUSETTS DEFINITIVE SITE DEVELPM N PLAN °p�Qo o Refs 2.4.1.e �Q FILL KEYWAYS Sheet Title# PLAN VIEW WITH MORTAR 9 y RIM IV FRAME= 793.00 1 FRAME CATCH BASIN FRAME iV &GRATE an S t r eup% t NEEHAN R -4353 PVC FILM 0 MORTAR JOINT streeftLt JIB 2" PEASTONE 4 {? `..: 4; Q= 6 pint? 4"PVC O 0 TEE Is 4" PERF �Q oQ0 PVC, SCH 40 pa 5' -0 "DIA g , (PLUG ENDS) g" CONCRETE HALYARD BUILDERS, INC. Developer/ 18 Saddleclub Road., Lexington, MA Applicant BARREL BLOCK 4" CONCRETE BASE WINTER STREET REALTY TRUST Owner SOLID PRECAST OR CRUSHED STONE 1.8 Saddleclub Road., Lexington, MA SECTION PLATES S LEACHING CATCH BASIN WEINMAYR ASSOCIATES, INC. Landscape (NO OVERFLOW) 7 South Street, Somerville, MA. Architect NOT TO SCALE - nAOF INCITE ARCHITECTURE Architect JONN L L. . 74 Bedford Street, LeAngton, MA � � NO CIVIL NOONAN -& MCDOWELL, INC. Land Surveyor /. 25 Bridge Street, Billerica, MA Civil Engineer sSr.,AI_ l� FEET 0 20 44 80 120 160 METERS 0 5 10 20 30 40 DATE REGISTERED PROFESSIONAL CIVIL ENGINEER SCSIeS- AS Shown DSte+ May 1,2000 Dwg. No 1509P5A Job No 1509.4A Sh No 6 of 17