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HomeMy WebLinkAbout1070 IYANNOUGH ROAD - Health (3) N11'50'21"E 772.82 R Revisions,J - ` DATE DESCRIPTION 1 _ i 2 3 Bce R , ` T. A $ BCB E z 7!13/89 ISSUED FOR BIDDING PURPOSES. B 1 �n p 25 i—RETAINING WALL NOT FOR CONSTRUCTION. p A Hathaimy SEE CROSS SECTION B-B y' Pftds t _ { ` v o- :' 1�i �. ;� SHEET 5 OF 5 SEE NOTE 1. SHEET 5. 1\� 111 oa 206.50 16 89 PARKING .AISLES. RADIUS TO 26 Little Is,, "t P Gravel,Pits J/ a LOCUSo- FUntrock, - Z Z y�G LO IBM-e� ■ Pond , 6 6 -A o v M F9 o _ - Q� 1 �y' \/� h ter - (n (� Pond . �, _ Cn �• 7 l °p L o tr • e r �� Se, o - \ j �^=u' i•'� BARN9TABL- 00 4' Q 1 1 h o i/ M ICIPAL MINI n 0 D - AIURNRT 3 m r arm, --� / _ ANCHOR A 225.00 90.00 III a z o� 0 3 f u, Project Title: _ t O o sews � �pA_� �C. �r zs. RETAIL 1 RETAIL 2 � b . O O o o ANCHOR B FESTIVAL LOCUS MAP .Q o 36. 17 86.33' AT SCALE: 1"-2083' L -_ — — — — — — — — — � -- - Q 84.00 -- - -- - -- ----------------- - —�-�--------- --�— � rah CC (TYP) HANDICAP RAMP (TYP) SEE ARCHITECTURAL DRAWINGS �' HYANNIS SEE ARCHITECTURAL 27' FOR SIDEWALK TREATMENT DRAWINGS � - ��° SITE PLANS -- Prepared For, � 4 2 v _ -- --- - - 80.00, rn , — I ------- ----- A - - ------ _ _ - - I TRAMMELL CROW CO. ONE MAIN STREET - --- - -- TOTAL SITE AREA = 27,157 Acres j 4 CAMBRIDGE. MA 02142 to —- --- - BUILDING AREA = 203,518 s.f. (-I.672 Acres) � C PARKING SUMMARY - - ------- -._. --- -- - - O I 19 21 21 21 - - - - RETAI L 3 J PARKING SPACES PROVIDED ---- -- REGULAR 1,111 Spaces \ T HANDICAP 18 Spaces 13 y or 2�, ` J I TOTAL 1,129 Spaces Consulting 34 3 35 35 34 } 34- 35 34 34 35 35 j Group ._ 10.00 5 Inc. Suite 216 -- t 11.00� World Trade Center Boston/MA 1 I 25 O - - - 617 439 5525 --- I � MINI - ANCHOR C Drawing Title: C -_ _ - _ --- --- _ — --- --- - 19' 24� 19 i 25' - 9 TYP. SITE LAYOUT -- --- -- - - TYPICAL_ - -- - 17.25� 5.00� 145.00 - 80.00' 6 . PLAN RETAIL 7 O 6 I O --- - — /42 12' - a� ----- -- --- - -- _ - -- 5'TYP. CO _ � I 4ij _ I O CONC. PAD (TYP o RETAIL 4 SEE DETAIL) Scale 1"=40' D j 57.00' N — ------ o i C 20 30 40 � 8C O0 F E E' - m2 5.00' - - CC (TYP) PARKING STALL ACCESS AISLES ( TYPICAL) -- `28 6 10- Z m -r---- PERIMETER SERVICE DRIVE ' 27 1 SEE ''TYPICAL PARKING AREA PAVEMENT DETAIL' SHT 5 OF 5; 4 '. E r42.65' / ` l (SEE "TYPICAL SERVICE DRIVE PAVEMENT DETAIL" SHT. 5 OF 5) � I I I I I Date JUNE 23, 1989 �/ - - - -- _ RESTRICTIONS IN A DEED 6 i 3 FOR ROUTE 132 ROADWAY K 3044 N11'46'2o"E 100.00' ;/ \ � R(TYP) —� -�- —� 10.00 � Design- RSH,MRN MPC,RDA IMPROVEMENTS SEE PLANS RECORDED IN BOOK r PAGE 31 AND REGISTERED I 116.00 Check. RDA,RFD RVE ENTITLED "TRANSPORTATION 39 II 196.00' IMPROVEMENT PROJECT IN As DOCUMENT No. 261547 - �- i I i I Drawn M N THE TOWN OF — - HANDICAP I Job NO 1 . 0398.0 BARNSTABLE BY VANASSE RAMPiTYP) ' 2T� — SEE ARCH HANGEN BRUSTLIN, INC. I DRAWIN S DATED MAY 8, 1989. I I rAp ! j 39 j 1 I . i o fr) 39 ` — CONIC PAD(TYP) l 14C\J I I I I I I I SEE DETAIL 4' 9' TYP. I SERVICE PAD pL � �VGCC I L �� 12 / EDGE OF CANOPY SEE ARCHITECTURAL �►J� a� (TYP) DRAWINGS G� 1�L- 2C� f 00 0 12 VGC CC R=6' 6' g 12 _ � f r` SEE ARCHITECTURAL DRAWINGS I I 28.OD� 51'-II" `S ti FOR SIDEWALK TREATMENT ( TYP) I o VGC CC O TRASH (IO�MIN.) - ✓ - t 12' VGC • CC t Q VGC — 5.00 f ' (110'COMx50 ) O 25' >; 100 I 11.67 W/coNc. PAD- FOR \ 2 Q 60 --*--LIMIT OF WORK FOR � \ /_ Q1' ROUTE 132 IMPROVEMENTS I ANCHOR D �t O m RETp1L 6 I O 25 ti O_ O I rn J 4 Q0 28.00' o 5 OQ 12`Z w I I, 40 � 1 1 I I I ! /45 �51 Q -- - � � J D 10'30'20"W 36.03' w � �w `-' I o Q >UJ rn � 40 27' Q � w 196.00' LEGEND NOTES : � I w ►0 p I cc CONCRETE CURB 1. ALL CURBS TO BE PRECAST a BCB BITUMINOUS CONCRETE BERM CONCRETE CURB UNLESS OTHERWISE vcc VERTICAL GRANITE CURB NOTED ON THE PLANS. PAINTED STRIPING 2. ALL DISTURBED AREAS REMAINING 14 PARKING SPACE COUNT OPEN AFTER CONSTRUCTION TO BE SEE ARCHITECTURAL DRAWINGS 27 LOAMED AND SEEDED IN ACCORDANCE FOR SIDEWALK TREATMENT 0 24' 13 25' p [� CONCRETE DUMPSTER PAD WITH THE SPECIFICATION FOR (REFERENCE ARCH. DRAWINGS FOr SIZE ) TOPSOILING , FINE GRADING AND 1 © CONCRETE LOADING PAD SEEDING. (REFERENCE ARCH. DRAWINGS FOR SIZE) 410.00 _g F� PROPERTY LINE 3. ALL SIDEWALKS AND PAVERS w 13 WITHIN SIDEWALK AREA TO BE BID ` o HANDICAP PARKING WITH SHELL PACKAGE. RETAIL 5 13 0 865.8 CATCH BASIN W/FRAME a GRATE ELEVATION 4. BUILDING DIMENSIONS SHOWN ARE to o T 065.8 MANHOLE W/ RIM ELEVATION SLAB DIMENSIONS AND DO NOT I > co �L u658 SPOT ELEVATION NECESSARILY CORRESPOND WITH a j a H.P 65,8 HIGH POINT ELEVATION THE BUILDING EXTERIOR. (SEE THE Cn ® m = TC TOP OF CURB ARCHITECTURAL DRAWINGS FOR BC BOTTOM OF CURB ACTUAL BUILDING SIZES.) `s m o II -- 07— - EXISTING CONTOUR = " o_ z 0 —67 PROPOSED CONTOUR Z TRAFFIC DIRECTIONAL ARROW (PAINTED) 0 3O 25' W BCB BCB BCB � Dwg No: EMERGENCY ACCESS DRIVE S11.56'o0"W 300.42' a o 13 Q J S13'35'10"W 385.23' S 120 53' 05" W 382.98 BOLLARDS W/ BREAKAWAY CHAIN Sheet 1 of 5 I II 1 e 67 car � 1 _ f - 67 66 5 Revisions. _ 62 DATE DESCRIPTION - � 66 __ 63 68 - _- ._ _ -77r 64 / I O i13/8 ISSUED D FOR BIDDING PURPO SES.S.6 VEGETATED SWALE NOT FOR CONSTRUCTION. _. ` A\ SEE NOTE 1 SHEET 5.OM EL62.0 63 o" x638 - ' 62 5• 16 89 PARKING AISLES, RADIUS O 26 _ L x63.7 �� hi A\\ , w.� �� �� I 8� 0 3� - "64 " t o _, rCID_ . s 65 L `" �, ` 64 4 *a f TC 67.4 y , I / B-C 66.9 „ .";�,,��. ,._a" D 1, w, �.• �"1, , � a � �: , 1 _ r 4N'CHOR A . { � ! FIFE. 68.00 CD CID v 6b I RETAIL 2 � 67 ° , 1 Project Title: RETAIL 1 FIFE. ANCHOR B FFE. 68.00 F.F.E.68.00 1 ��,•� ��.-��%� � ! - = � is �� �k FESTIVAL e ll I TC 67,5 BC 67 0 '-,,xd , x 67.41. Ill AT TC 67.5 67- • { I`ll} i ( C 67.0 67-0 x67, 049066,9 1, I HYANNIS ED TC 67.6 t 167. SITE PLANS _ y x67.7 '\ _. � Prepared For ' 67.3 f J t i � � 1 6 '� TC 67.7 � + x � 6 ' `� �' TRAMMELL CROW CO. 6 t /65.8 BC J ONE MAIN STREET 0 66 # • 85.8 65.8 I - �5 •65.8 65.8 t' CAMBRIDGE, MA. 02142 65.8 65.8 66 6(& 66 66.4 P i 6� 1 65.8 / RETAIL 3 rn F.F.E. 68.00 v 6 67 y J; � 67 s t x67 CD L (0 6) TC 67.6 ! P 6 6> BC671 v 66.5 Daylor Consulting 671 o Group C` .k. 66.2 6l • 75 Inc. 7 67.1 C 1 1 d 67 � m co l f rrn Suite 216 65.8 World Trade Center 66 I (, Boston/MA 02210 66 F' MINI -- � ' s, F 68. C o 66 I 517 439 5525 65.8 W x66.2 0 11111165,15 �65 8 66.4 P D�' Drawing Title: /65.8 ■65.8 • 65.8 65.8 6 rro L m rrb x V rO x 67.1 x 67 7 6T 5 o .�,�, GRADING PLAN 1 FOR ROUTE 132 ROADWAY IMPROVEMENTS v; 5.5 } 1 " 6 1 SEE PLANS ENTITLED TRANSPORTATION 648t b 1 IMPROVEMENT PROJECT IN THE TOWN OF r �`� RETAIL 7 ; \ BARNSTABLE BY VANASSE HANGEN AND FIFE, 66.50 x6�2 I IbA ol4 BRUSTLIN , INC. DATED MAY 8 , 1989 . ." 6"I . . . . 6>\ z RETAIL 4 0 �u r6 F.F E. 68.00 � 0. Scale: 1"= 40' 0 0 I 0 g r' H.P 65.9 _ Q,> 0 7 1 " x67.1 B.C.67.2 0 10 20 30 40 60 80 100 FEET Q 6 �.,_ , TC. 677 ¢) rp 61 66.5 bb � �u O � x66.5 66.5 7 2 s7 _ 0� Date: JUNE 23, 1989 66. 6'5:5 I _.. 65.8 67.7 l _ ': � Design: H,M n. n� 6� �' Check: RDA RFD RS RN,MPC,RDA . , x66.2 6T ` I F 100,00 Drawn: R V E 6 r MANDIGAP O /� ` 0r° h SwA` t3flM 6' 6 x ) \ SEES AIRCH.) \ cc� Job No: 1. 0398.0 / _ ...._. 43 66 (EQ )'30 , DRAWINGS EGSA 1♦r 6-5 0 x L ._ 67.1 r 63.5.E 6t > 66' 66.5 • vL n ,, f 1 65.7 EDGE OF CANOPY k TYP) x63.9 ` I x { _ 66.8 2 ` 4 x6 . � _ ' 65.5 66 •6 E I 6rO 67 x66-8 6rO 65.7 �� 65.7 SERVICE PAD `; Gf SY�V� .r/1l ��11 c_ \ 66 66 65 7 C �"' / l 1 • M 65. 6S •66 2 < .. g w. TC 67 7 g�.r �, ,y � ' ,� •666 9 `..x65.363.4 6> BC672 ! r _ • 63x4 �' t • _. - 67 � M COMPACTOR ' ANCHORo J I 7 __ _ F . 6 � TRASH i' r sr .._-----• 65.7 _ -,, ". . .�, -..__ �-,'~� '' 6> _ ._.__._- -- F. . E 68.00 , 63x1< _ 65.3 .. _... �` • r G 7 2 - • I i 1 632 � •s7 LEA ING AREA -� 6> z LIMIT of WORK FOR 6 w� M 5 -� -- CH ROUTE 132 IMPROVEMENTS S 67.2 x RE�A�L 6 "' •67 5 x 67 2 x 67.2 x 6 j } 4 r018.00 •67.7 i 72 t R ' 6 " z _... 67.5 r fi3� _.... • � i � ., � x 63.8 c � (0 ' f - 75 6, 6 61-1 • 8 VEGETATE SWALE [�61.0 P ELEV = 60.501 •681 " i �6TTOM 1.0 / --. -62 6 I �; x x' I / 63 _w fc ..,__.._.. ._ ................. .... .. x68.5 4 67 68.5 K 0/45 ✓/ 64 _ - - 665 •66 8 I . _ /J� f 675 0 - . . $ _ _ . ..... x 63.9 6 3 x SEE DETAIL SHEET �; ; ' 6 e65.7 ' 5 2 6rro 4 OF 5 FOR GRADING 65.7 657 -- %' - AT CATCH BASINS IN j _� .. VEGETATED SWALES w l;es •66.5 • �9xd 67.2 pA 0668 1 6> BC 67.4 11 LEGENDLn 1 l cc CONCRETE CURB 66.5 I rn ,f BCB BITUMINOUS CONCRETE BERM ', 66 5Q 6T TC 67 7 w D ( ; VGC VERTICAL GRANITE CURB .-4 TC677 6� 0 BC672 c � I Bc 67 2 PAINTED STRIPING __ _ ty'i, �_ -� �; 11 5 63.5/ m 14 PARKING SPACE COUNT ttit,}; Q TC 677 c° �, 4 t 67x5 � CONCRETE DUMPSTER PAD ' i }} Bc6'2 ow 1UJI 4 �} (REFERENCE ARCH. DRAWINGS FOR SIZE) H o v 4' 1, i © CONCRETE LOADING PAD 1 (REFERENCE ARCH. DRAWINGS FOR SIZE) lit RETAIL 5 ;o t ', 10 1 F.F.E. 68.00 w m tt 111�i.! PROPERTY LINE HANDICAP PARKINGs, x x67.0 4 ■65.8 CATCH BASIN W/FRAME 81 GRATE ELEVATION x670 670 D t f 965.8 MANHOLE W/ RIM ELEVATION 10 \6' � x65.8 SPOT ELEVATION H.P 65.e HIGH POINT ELEVATION Q xH.P. 66.7 •66.0 1 \ITC 67 TC TOP OF CURB qr ,' •66.0 be s7.4 BC BOTTOM OF CURB �� xH.P. s74 65 �l` f _ T C 67.2 - c;- - EXISTING CONTOUR 4� � � TC 667 BC 667 i H.P. 67.0 BC 67.2. x x 67 66 Dwg No: 67 PROPOSED CONTOUR fit' 67 ss 66 7 67 TRAFFIC DIRECTIONAL ARROW (PAINTED) a a., „ S II°- 56 00" W 300,42 S 13 35` I 385.23 S 120 53` Or 2 Sheet -- 2 of 5 � 1 I 1 I POLE MOUNTED TRANSFORMER INV 63 3 INV.63 3 -_. 1 - pHW OHW --¢ T ° OHW - OHW (� 125' INV 57.0 Revisions- OHW DESCRIPTION G G G G 7/13/89 ISSUED FOR BIDDING PURPOSES. G 70' �- W c 900 PVC W I2 W NOT FOR CONSTRUCTION. -- -------- -- I SEE NOTE 1. SHEET 5. 3 3 I OD I _ _ CB N L I F& G9 62.5 0 8'16 J89 PARKING AISLES. RADIUS TO 26' I INV.=57.5 W/BEEHIVE I F&G CB 30 PROPOSED UTILITIES LEGEND N>vG 653J� i 3 OD 8103 IN I WELL f 0 INV 61 0 1 I l ��� - -s-- SANITARY SEWER SDR 26 INV.570 Q' sMI- • SANITARY SEWER MANHOLE L cF INV 632 INV60.0o\ o INV.60.0 , QJ R STORMDRAIN / ° °�I �. DMH• STORMDRAIN MANHOLE �- T y INV58.0 2"W ANCHOR A , -� ^E FLARED END 8 w ROOF DRAIN DOWN SPOUTS---� �F G ■ B CATCH BASIN 20 ON CENTER 'L� �p RD ROOF DRAIN , SEE DETAIL SHEET 5 OF 5 � STORMDRAIN LEACHING PIT RETAIL 2 RETAIL 1 �_5 A, Project Title: STORMDRAIN LEACHING TRENCH ■ SCB SHALLOW CATCH BASIN w WATER LINE ° ° , o INV.=62.8- INV.=63.0 ANCHOR B 0o B105 INV.=62.0 \�/J '' FESTIVAL GATE VALVE SMH B ° � �� 'y�y � - FIRE HYDRANT WELL I TP 4 RIM=66.9 PIvINDICATOR A I I UNTED 06S ��o - INV =62.2 (6 ) - - INV,= 63.0 '(TYP) POST VALVE (BUILDING MOUNTED) Q - - - - - - - - - C INV.=62.0(8 ) - - - - - - - - - cn , AT i allo j��" -� - - - - - - - - - - - - 6 PVC S=0.02-�!-� - - BOLLARDS JI G GAS LINE (BY OTHERS) _.--- --- -- S `° S RIMz HYANNIS -G� GAS METER ( BY OTHERS) i 8' PVC 5 = 0.004 �--SMH9 RIM=66.9 8 PVC S=0.004 \\ NV.=6205(6") i' 8"GATEVALVE(TYP) W W INV = 61.5(6") INV.=61 3(8 ) W \ INV.=62.3(8", �10 -- UGC---- UNDERGROUND CONDUIT (2-4"ELEC., 1-4"TEL.,1-2"CABLE) W _-- �� \ OHW- OVERHEAD WIRE (BY OTHERS) �Q 8"HYD. '� SITE PLANS ---- T ---- UNDERGROUND TELEPHONE I SERVICE \` I (TYP) V c T� TRANSFORMER PAD a 8" BOLLARDS � ♦ � P \ 3 � PULL BOX ; � 3 _ � � Prepared For'• CB 47 CB 46 CB 45 [Fa 44 CB 43 2 W UTILITY POLEI C849 EFG F&G=658 F&G=65.8 F&G=658 G=65.8 FaG=65.8 PIV 8"W PVC ( TYP) CD i &G=6588 r _ _ =65.8 INV.=60.8 INV.-60.8 INV.=6� .=60.8 INV.=60.8 ---- --_----� _ 60.8 55 INV.61.5 �8- I TRAMMELL CROW CO. o - ----------- - r G ONE MAIN STREET INV 60.6 INV.60.6 --- --- ' �\ \ e0 I Q CAMBRIDGE MA. 02142 4 �NV60? INV607 ( CB 41 = EXISTING UTILITIES LEGEND , o I iNV 60.7 I N& G666.4 N � I I D > - --w- - WATER MAIN I I INV.63A a INV 607 CB 42 - - OHW- - OVERHEAD WIRE aQ 1 I `� I I F&G=65.8 I -� o INV.=60.8 RETAIL 3 RD J 0 I ----T --- -UGC---- -�-� - - ---c - GAS LINE 1 _ UTILITY POLE o " �B104 I �� c� > a WEL I CB 28 �O a =0 F&G= 66.5 CB 31 = INV.=61.5 F&G= 56.2 �_" W/BEEHIVE F&G INV.= 61.2 N I SMH 13 �� Daylor 0o I INV =6215 i INV. 61.4 Consulting U I �, Group � I /I / F&G=65.8 S INV.= 63.0 ° T� i Inc. / CB32 0 INV.=60.8 INV.60.4 I�� oz l j INV.60.5 I 6"PVC S=0.02 I Suite 216 - I I World Trade Center EFG 3 I I Boston/MA 02210 i =65.860.6 --1 INV. I INV.632 CB 34 FF 5 CB 36 CB 37 CB 38 I I 6174395525 F&G=65.8 =65 F&G=65.8 F&G=65.8 F&G=65.8INV.-60.8 608 INV.=60.8 INV.=60.8 INV.=60.8 I MINI - ANCHOR C 1 -� N 50 70 I CB 40 Al RD - - -- - - CB 9 F& G= 66 4 J DrawingTitle- *L INV.60.6 `" I I INV.= 61.7 F&G=65.5 \ ( CB 39 INV.61 5 I L INV. =60.5 I INV.60.7 INV_. 60.7 � SMH 10 I INV. F&G =65.8 I INV=60.3 ? I INV.=60.8 I RIM=66 0 N INV.60.3 INV 59.7 ROOF DRAIN INV.=60.3 i of I I DRAINAGE / ---- 1 - - - G NV =60.6 RDA J O I �� I A l ,..UGC AND j I I RD ,, �---' UTILITY PLAN � ce Io I ce NI RETAIL 7 � I I FaG=64.8 I F&G=64.8 INV.=59 8 - 1 59 8 ROOF DRAIN o INV =60.6 SEWER 3 � I i c� INV. -62.0 I D '1 - __ I I RETAIL 4 RD _ - ------- ------ - ------ - ' I J Scale. 1' =40 C - ---- - ----- -- - ----- W S S, 1 CB 13 C;B114 IQ I INV. 63.21 8 CB 12 W I \p IRRIGATION SLEEVING(TYP) F &G=66.5 F =66.5 o N) 000 GAL. 0 10 20 30 40 60 80 100 FEET CB 8 , F&G_6605.5 INV.=61.7 I =61.7 p I GREASE TRAP INV.=65.0 (IN) F&G-65.8 i N G = � � I ,.INV=63.3 i o INV.=64.8 (OUT) --- `� P% i Date JUNE 23, 1989 j � INV.61.5 INV. G G � / - -- --- - --- ------------ --- ------ --- ---- - ----- I / _ G Design: RSH,MRN,MPC,RDA / INV 60 2 INV 60.2 ' RIM 67.2 _ _-- _ 1t SMH 11 - L / ! ) INV.-59.9(6') - � II(� lJ lJ ,� � �T � � a e`�� Check: RDA,RFD M -12" RCP = •! IDrawn: SCB 7 // CLASS V - INV.=59.7(8 ) T; INV=65.1 ° RVE FaG=65.7 CB 5B ---,' ; I EDGE OF CANOPY Job No: 1.0398.0 4 / INV.=62.0 F8,G=63.5 �! INV.=58.5 / F.E. i' �O O INV =63.0 SMH 13 O I 1N �F M SCE F&SCBG=65.5 �,; ��� O NM.=575 VENT o , S INV=61.9 �cp` �y �° INV.=59.0 c `� / INV.=60.9 F INV.=61.8 \ 9 / g5-_ I R06ERT G F8�G=63.4 _��� �$-- ------ cn I IRRIGATION SLEEVING(TYP) A<� ELEC. TAPPING LEACHING GALLERY SLEEVE & / ; INV.58.0 PULL BOX (TYPICAL) CB 18 CB 17 CB 16 CB 15 I 6' PVC S-0.02 / VALVE ��' (TYP) F& G =65.7 F& G= 65.7 F&G=65.7 F&G=65.7 DAYLON ci I SMH 12 No 23/11 #11�1:'�:6t?:::::::::::::::::< 8 INV.= 60.7 INV.=60.7 INV.=60.7 INV.=60.7 B/02 9 / ♦♦ / OGC 0 4 I RIM=67.1 1 OBS �p FG P C ♦ -G DISTRIBUTION BOXES __ .__ _ __-__- -- - - 80 80 INV.=61.5 (6") WELL - 1 '� of TE N L_ G 71. ♦ . t - - - - - -- -- - 17 I ( NM O It' LDl G INV. = 55A(IN) RESERVE TP/6 8 I I INV.=61.4 (8") q�EN t.l0 W INV.=54.8(OUT) C900 12" PVC W ♦ W Q �S SERVICE PAD L ��CB 5A 8'� PVC --- --- ' INV60.6 INV.60.6 l G,�J`y �! l INV 60.6 INV.60 6 3 l / --- - ♦* c�O c� // pVC S F8&G 66.4 �S=0.004 v li I I 2 C STUB / , g I INV=59.0 RESERVE - -- -__---- --_ iP SIPHON CHAMBER all RIM-66.6tM:=:rS v 3 INV. =57.6(IN) *. _ ♦ INV.-56.6 SCB4 I INV.=55.4(OUT) -. �........... - -- --- o FaG=65.3 I RIM=672 I Q ir c - INV.=61.0 ■ I RESERVE I o <J \ U / � 3101 DMH I c� TP 1 > M I TRASH v �OBS RIM=65.7 �� 18 000 GAL > -co _ I ANCHOR D COMPACTOR WELL INV.=60.9 SEPTIC TANK- a� �1M^ � OD I r RIM- 67.5 °D i '-IRRIGATION SLEEVING(TYP) nHW INV.= 579(IN) -- / > RIM=675 RESERVE L �9 p CB 3A N � ► �} NV.=57.7(OUT) � -- - - - - - -- � cn F& G= 61.0 P I TAIL 6 \ I / -O SCB I .� INV.=56.0 c 1 `. � RE WERE\ :Rlh!►: :G7 ::::>:> tiy, / F &G=63.2 W/BEEHIVE F&G I pHW SE/ 4 8 GATE INV. 60.7 115 _ �1 v 'TYP) 1N -59 \ VALVE _ r RESERVE / ---- - - ----- INV =60.5 17 P - - P I a CB 3B 8' PVC - � > I o - - ;.<: 8"HYD.SERVICE(TYP) F V __ ___ _ -_ _ INV. _ F&G= 61.0 ' FUTURE USE S S, a _ \ �- -INV=605 - INV 55.9 -- I CHw W/BEEHI�E F&G O �� RESERVE - PERFORATED 12"PVC(SDR 35)TYP - - - -TO BE PLUGGED \\ l INSIDE MANHOLE � 3 j NON-PERFORATED 12"PVC(SDR 35)TY? ' ------------ 1 i ° .� 8' PVC S=o.004 VENT 11 CB 19 CB 20 NF8, 21 CB 22� 9-2 L OUTLET EROSION PROTECTION - A__T S F&G = 65.7 F&G= 65.7 G= 65 7 F&G=65.7 �/ INV '60.7 INV.-60.7 60.7 INV.=60 7 TYP SEE DETAIL UGC- J � SMH 5-� g , 60 -J B I 3 6 W RMH=67.5 RIM=66.8 NI -- 65 - - - -.- I I � I � ti J 2 W INV.=58.8( BIN)& 20UT) INV.=58.7 U \ � INV.=61.5 I 0 INV.z f.G FOR INTERNAL PLUMBING al f , INV. 6C.5 INV.60.5 INV.60.5 INV.60.5 CONNECTION TO SANITARYNOTE: UNLESS OTHERWISE NOTED - SYSTEM(TYP) INV.=64.7 I LEGEND ALL DRAINAGE PIPES TO CONNECTING � e" PVC s s= o 004 SDR 2s _� e' Pvc s s=o 004 5' RD INv.Sao I �, CATCH BASIN AND LEACHING FACILITIES Q SMH 3 p I ° T I 0- CATCH 4 ^ 1 RIM= 66.5 CB 23 0 ° CC CONCRETE CURB CB 24 0 INV.=60 0 SMH 2 (� p Bce BITUMINOUS CONCRETE BERM SHALL BE 12 PVC (SDR 35). ? RIM=66.8 `� F&G=66.5 INV.-59.1(6" °�"' F&G=66.5 INV.61.5 NI RIM =672 1 INV. INV. ___p _ ___ _INV=60.7(6') I000 GAL. COORDINATE WITH SHELL PACKAGE INV.=61.7 __ _ INV.=58.9(8 ) L GREASE TRAP �' -- - - o INV.=6 0.5(8") vcc VERTICAL GRANITE cuRe DETAILS FOR DOWN SPOUTS, ELECTRIC s - -- - --- - - INV.=64.4 ((OUT) PAINTED STRIPING CONDUITS FOR LIGHTING AND 0o W W C 900 PVC 12' W 14 PARKING SPACE COUNT FOUNDATION PAD PREPARATION. �\ I n Off\ �D CONCRETE DUMPSTER PAD BUILDING SERVICE LOCATIONS FOR - _ - - - - - - - - - - (REFERENCE ARCH. DRAWINGS FOR SIZE) ELECTRIC, TELEPHONE, AND CABLE F CONCRETE LOADING PAD ARE APPROXIMATE. EXACT LOCATIONS INV.=60.9 B-3 D INV.=62.3 INV.57.4 (REFERENCE ARCH. DRAWINGS FOR SIZE ) TO BE DETERMINED BY LOCAL UTILITY PROPERTY LINE COMPANIES. CB 27 FOR ADDITIONAL ELECTRICAL F&G=63.5 HANDICAP PARKING `CONNECTIONS SEE PLAN ENTITLED RETAIL 5 - -o- W/BE HI 665.8 CATCH BASIN W/FRAME a GRATE ELEVATION "THE FESTIVAL AT HYANNIS olk 3 ROOF DRAIN DOWN SPOUTS W/BEEHIVE F&G 065.8 MANHOLE W/ RIM ELEVATION BARNSTABLE, MASS." DRAWING E 1.0 �20' ON CENTER TYP SEE DETAIL SHEET 5 OF 5 x 65 8 SPOT ELEVATION BY R.H. GEORGE AND ASSOCIATES, INC. � ,° RD Em RDNv. 63.2 0 H P 65.8 HIGH POINT ELEVATION T Tc TOP OF CURB o INV. �1 ° 3 � � CB 25 ( � � / INV.=63 2 IQCB 26 -� 6 N F&G-6601 F8,G=66.0 \ BC BOTTOM OF CURB o I NV.=61.2 lei INV = 6I 2 -- �- - � EXISTING CONTOUR 3 � (`J °� J J i .J INV6Lo INV.6.0 1 3 67 PROPOSED CONTOUR i oz G �/ W C900 PVC 12 G W G 1 W TRAFFIC DIRECTIONAL ARROW (PAINTED) w W- W Dwg No: J ------------- IRRIGATION SLEEVING � EDGE OF PAVEMENT TYP- ;� �"`-STUB FOR FUTURE :.ONNECTIONi IRRIGATION SLEEVING(TYP) TEST P)r/BORING/OBSERVATION WE'_!- LOCATION - _ ___ _ L) i � -wSTUB FOR FUTURE CONNECTION 3 3 OHW I-APPROX/MATE LOCAT/ON (EXACT LOCATION TO Be of 5 Sheet OHW - 4- DETERMINED /N THE FIELD) OHW - . -_. -� I I I I , I RIM=675 RIM=672 MIN 2% SLOPE OVER `--VENT SEE DETAIL LEACHING FACILITY - NOTE :EACH ROW OF LEACHING GALLEY TO _ GRADE VARIES HAVE A MINIMUM OF ONE RISER SECTION , I =- I MANHOLE FRAME AND COVER. SEE UTILITY Revisions: PLAN FOR LOCATION. (TYPICAL) SEE SHEET 3OF5 MIN GRADE 2% FOR RIM ELEV OF e"J - - - _ DATE DESCRIPTION OVER LEACHING DISTRIBUTION BOXES j r , ISSUED 2, V FACi LIT Y 88,-0" 2' a LEACHING GALLERIES 7/13/89 OT FOROCONISTD UCTON OSES. _ - SEE NOTE 1. SHEET 5. LEACHING _ -1T1r -�111T- --- - GALLERY I� �, ,- 4-6"KNOCKOUTS _ SOIL TEST PIT DATA 4' = IT 4 - - T - FLOW N - - O!7-O _ _ 8 16 89 PARKING AISLES. RADIUS TO 26' -� - 2"LAYER OF FLOW_ - � I I II -0' - PEASTONE FLOW FLOW - - -- i i-- - F- - - _�� -- _--- TP No 4 1__ � L-__- � - - TP No 16 TP No I7 TP No I S= 1 /0 e"Pvc SIPHON CHAMBER ♦"Pvc I I I I I } _ 18,000 GALLON / PVC % a° ey } L _ - - I GRID EL 670 GRID EL 68.3 GRID EL 66.1 GRD EL 67.6 a . . SEPTIC TANK \S=I%e" c \ I - = 2 -- S=O.S I ' ( I I_ I GW EL N/A GW EL. N/A GW EL N/A GW EL N/A v�i tl e r \`INV=579 INV.=57.7 / INV.=5T6 _ / � --- •-� MANHOLE FRAME I I �� n v \ COVER (AS SPECIFIED) 10'-0' I 1 1 , r� u0 INV.=550 \\ I I I 0 0 0 0 \ FINISH GRADE 1 TOP a 4 NV=54.8 NV= 54.4 SUBSOIL SUBSOIL TOP I 4 II \ BOTTOM OF 9-O I � � I ( I I I TOP B 651 66.6 o 0 o a GALLERIES Q - -'I I I _ �_ � �" SUBSOIL TOP B I 1 DISTRIBUTION EL. 50.1 I 650 SUBSOIL 8"PVC PIPE (FROM BUILDINGS) I 2 z 2 BOX I I GRAVELLY 2 GRAVELLY , moo 0o Q cFst7 �, -- SEE UTILITY PLANS ELEV=35.5* RISER SECTIONS - L -1 SAND WITH SAND WITH c� - 6" _ - ---.--- - / - --Ap 1p� r -- - i-1_- 3 3 65.3 3 COBBLES 3 COBBLES - - SEWAGE DISPOSAL SYSTEM PROFILE f 4 GRAVELLY LITTLE 3/q"- I I/2" DOUBLE WASHED STONE d � SAND WITH a- a SILT q LITTLE SECTION A-A N.T.S. laLtS MANHOLE COVERS GRAVELLY ON BOTTOM AND SIDES (NO FINES) TO FINISH GRADE 5 coeeLEs 5 5 SILT SAND WITH 61 I _� (AS SPECIFIED) LITTLE coeeLEs - 5 '. 6 SILT 6 LITTLE 6 6 616 FROM 4"PVC {- - - L ° --- 10 SILT - PERC •' 7 7 7 COARSE SAND 7- DISTRIBUTION .3 2 a SECTIONS 590 603 , o n 9 B B NO WATER B COARSE SAND 2 (aEL PERC. ENCOUNTERED Project Title: BOX o0 5•-0" NO WATER C6, �' ; LIQUID'-0" 39 ° j7ff- 9 9 TEST 9 9 ENCOUNTERED COARSE SAND LEVEL 10 COARSE SANG 1O NO WATER 10 10 END 1 I CENTER I 1 j I r -� j I END 180°C I RETURN " No wAT R 11 1 SECTION I I SECTION I I I I ' I I I SECTION ' ENCOUNTERED I I I ' - �r .,-_. ,:•;., r- - �- ENCOUNTERED BOTTOM HOLE II 4 a 36' -- -- - - 8, 12 1z - 1z 1z 56.3 BOTTOM HOLE 54 6 FESTIVAL BOTTOM HOLE BOTTOM HOLE 53.1 I 6" IL i 4 I I - L I 6"MIN 3/4'-I I/2"� BOTTOM ON LEB PVC 54.0 DATE 3 DATEL------I L_ -J L-- --J 1------ _� L------1 e6'MIN.3/4' II/2"CRUSHED STONE r, ° 2-17-89 9-29-88 BOTTOM ON LEVEL 7'FINISH GRADE -r4w \ STABLE BASE ENCASED DATE TEST BY DATE TEST BY e� TEST BY WITNESSED BY TESTBY WITNESSED BY CRUSHED STONE STABLE BASE , NCRETE 2-17-89 M.J. DONOVAN 9-29-88 M J.DONOVAN AT 2 - GREASE TRAP DETAI L °� ° __, - - -�. _ M J.DONOVAN G.DUNNING M.J.DONOVAN G.DUNNING �b -= DOUBLE ALTERNATING SIPHON CHAMBER 0 _ �qo 4�$ vim` =11T� WITNESSED BY PERC RATE WITNESSED BY PERC RATE N.T.S. G.DUNNING 2 MIN./INCH. G.DUNNING c 2 MIN/INCH ROTONDO GT 6x6-1 1000 GALLON N.T.S. HYANNIS PLAN VIEW a"DIA c.l PIPE CAPACITY OR APPROVED EQUAL ROTONDO SC 9x16 1,535 GAL CAPACITY OR APPROVED EQUAL LEACHING GALLERY DETAIL �� UNPAVED PAVED SITE PLANS N.T.S 90°C.I. BEND - �-- - 0 LEACHING PVC PIPE ROTONDO G444 SECTIONS OR APPROVED EQUAL . GALLEY SE- IFICATIONS' TP No. OCG I K =iNcL GRACE Prepared Fors GRD EL. 670 I GW EL. N/A '<::;':NG JROUND SL'PFa`E- SUPPLEMENTAL GROUNDWATER OBSERVATION DATA BRICK LINED WALL OF MANHOLE 0 Location Surface Depth Observed TRAMMELL CROW CO. SHAPED INVERT N. I Number Elevation (Feet) Groundwater ONE MAIN STREET TYPICAL VENT DETAIL (Feet) Elevation(Ft) N.T S7-7 --- e r _ MAT�RIALNDSSSPEQ F ED. 2 � CAMBRIDGE MA. 02142 FLOW TOB OMPACTED MATERIAL - -- > 3 13-1 65.45 10.5 None - - F -CAST IRON _- - - -_- __ -- - ' e •1• BOLT POCKET (��� SPECIFIED. I A I F, I I� q B-2 ' 66.99 21.0 None GRAVEL A 7/8' DIA BOLT �\ ~I BRICK SHELF -CMMON FILL MATERIAL TO BE 5 WITH FINE B-3 ' 65.98 21.0 None I I I SLOPE I"/FT. �=CNES LARGER THAN 6" 6 SAND AND B 4 * 65.11 21.0 None O . _ ___ __ . vtPAC ED AS S?ECIFIED.NO aERMITED IN THIS AREA SOME NEOPRENEED ELL GASKET Q 1 7 COBBLES 13.5 s 65.08 21.0 None 1 i T . PLAN 8 B-6 ' 65.30 21.0 None -- --- ---I TYPICAL I BOLT CONNECTION 10 B 7 ` 67.50 21.5 None -SHEETING. SEE NOTE t BELLOW B - e" 8 B-8 ' 65.92 21.5 None 24"DIA MANHOLE COVER L$�' J '_��_ ,-�--_-� _ Da for PLAN VIEW i� \I 12-MIN. (SEE NOTE 2 BELLOW) MANHOLE FRAME f3 COVER FINISHED ROAD GRADE II y (AS SPECIRED) I OR GROUND SURFACE Consulting I _ COMPACTED CRUSHED STONE A S T M. 12 55.0 1113-1 66.58 16.5 None I SEWER DESIGNATION 0448 (MASS.STANDARD Group MORTAR BED BRICK AS REQUIRED TO „ _ _ _ isl M2.01.4)PLACED AGAINST UNDISTRUBED 11 IB-2 ' 64.59 16.5 None ADJUST TO GRADE (8 MAX'ri Iw 7 DES AND BOTTOM OF TRENCH, Inc. SEE NOTE 2 BELLOW MANHOLE COVER TO I I I rt '---- _ •_�• � I - 14 1 P-1 " 66.1 13.0 None FINISH GRADE (AS SPECIFIED) - I •' I PRECAST CONC. TRANSITION -+ �- A' MINIMUM. SEE TABLE NO. 1, s• ` �I 1 I it O 6• MINIMUM IN ROCK 15 IT' 4 67.6 �2.0 None I SECTIONS OR BARREL COMPACTED REDOING MATERIAL LJ I 10 I SECTIONS WITH PRECAST I FILL MORTAR JOINTS INSIDE x..l I I 16 TP-16 " 67.0 13.0 None World Trade Center RISER I - , TOP SLAB DESIGNED FOR ExCAvaTIGN IN LEDGE ExCavaT;ON UN GISRTRBED EARTH Suite 216 I _ ) WITH HYDRAULIC CEMENT )• I H-20 LOADING (MIN.) Boston/MA 02210 SECTIONS I (NON-SHRINKING MORTAR) I • 17 TP-17 " 68.3 12.0 None TYPICAL TRENCH DETAIL 18 6174395525 COARSE B101-OW "' 65.5± 37.0 33.5± 9" DAMPPROOF COATING TO MULTIPLES OF 1,2',3',4',5', SEWER AND DRAIN 19 SAND ' ''° ` -- 12,5"OUTLETS BE APPLIED T SUORFACE UTER A� OR 6' LENGTHS B102 OW "' 66.5± 40.0 35.0± 1z8" PRECAST CONC. BARREL PVC OR RCP 20 8 INLET - -t.n ..... .. a. �, .9 B'OUTLET Drawing It e: + r B"MIN B103-OW "' 65.0± 40.0 34.0± 4'-0' DIA. SECTIONS NOT TO SCALE 21 (VARIES) B104-OW "' 67.0± 40.0 35.5± 7-0.. a-0" 9'-6" MANHOLE COVER SHELF ELEVATION SAME _�-_Y-_I_'.. 22 LIQUID TO FINISH GRADE AS CROWN OF HIGHEST SEE PIPE CJNNECTION PIPE �� � "` SUBSURFACE LEVEL G (AS SPECIFIED I ` _ DETAIL 23 B105"OW 68.0+ 40•0 35•(]± 1. SHI:E'iINU.�4HEN REQUIRED,TO BE CUT NO WATER 71/2" - - - -_. -_ _ _ I D A 24 ENCOUNT- - ' Data taken from borings performed on March 15 1989 by Briggs Associates,Inc., OFF AT LEAST 5 FEET BELOW STREET AN .. - - e MINIMUM OF I FOOT ABOVE TOP OF PIPE. ERED inspected h V.Stan enher SEWAGE PRECAST CONC. BASE ICK OR CONCRETE FILL 25 P Y g g • WOOD SHEETING DRIVEN BELOW MID- Data taken from test its on Se 7tember 29, 1988 TP-1 and TT-4 and February DISPOSAL v RISER ( )I _ - ., E E 2=+II x DIAMETER OF THE PIP SHALL B LEFT IN p 1 5 9,. 7 6" -I BOTTOM ON LEVEL z'-a" z-d' secrloNs : �•�`8"MIN. h. PLACE. STEEL SHEETING DRIVEN BELOW 6 B 7, 1989 (TP 16 and TI' 17) by A.M. Wilson Associates, Inc., inspected by G. - _ ►: "` °c'O� MID DIAMETER MAY BE WITHDRAWN IF OTT O / Dunning. 6"MIN 3/4"-11/2" STABLE BASE ,oe _ C MIN.F3US STONE 33'.B. 10'-0' -- -� -..: ---2 - - -- T �`O�O°o_ _ DATE 9 9 9 9 s �. UNDISTURBED EARTH 6"MIN. 3 GJr APPROVED P.V.C. IPE. ALL SHEETING THE ENGINEER R 8-15-89 " Data taken from observation wells installed on July 7 and 8, 1988 by Guild Drilling A N D ,- I_ _srcll ,��,al� FOR P.V.0 PIPE. ALL SHEETING DRIVEN _ 35'-2" _ 11'-6 -- ----- - --�' - `- /4"-I 1 -RUSHED ST)NE BELOW MID-DIAMETER SHALL BE LEFT'IN TEST BY' Company, Inc.and analyzed by I laley and Aldrich, Inc. SECTION B-B ° OR LEDGE PLACE. M.CONNELLY(DCG) DRAINAGE SECTION A-A o _ 4` SECTION 2. WHEN APPROVED BY THE ENGINEER FOR WITNESSED BY (See Sheet 3 of 5 for location) 1 PIPES OTHER THAN P.V.C.SELECTED GERRY DUNNING DETAILS TYPICAL PRECAST SEWER 'MA INHOLE GRAVEL FILL MATERIAL MAY BE USED [ e 5 FROM MID-DIAMETER OF PIPE TO 12 INCHES v with orecast basa ABOVE TOP OF PIPE. NO STONES LARGER SEPTIC TANK DETAIL THAN 2 INCHES IN ANY DIMENSION WILL BE 12'L '° PERMITTED IN THIS AREA-MASSACHU- N T S. 2'-9" SETTS STATE MATERIAL STANDARD M1.03.0 2'0' TYPE C. ROTONDO CAPAC WT 8> IO-18 18,000 GALLON - I 3. TRENCHES LOCATED ON THE ROAD SHOUL- GAPACI7Y OR APPROVED EQUAL r I / _ - `-� 12" '; 8' DER SHALL BE TREATED THE SAME AS 6' ,v' ° ' STREET EXCEPT FOR PAVING. Date .DUNE 23, 1989 4. BEDDING MATERIAL FOR P.V.C.PIPE SHALL 6"MIN. 3/4' I I/2" STONE MEET THE REQUIREMENTS OF ASTM D2321 cas � r�s �, - CLASS 1 OR CLASS II EMBEDMENT MATERI- Design: RSH,MRN,MPC,RDA BOTTOM ON LEVEL STABLE BASE 4LS :i Check: RDA,RFD SUBSURFACE SEWAGE DISPOSAL Drawn: R V E DISTRIBUTION BOX DETAIL & DRAINAGE NOTES Job No: 1.0398.0 NTS � ROTONDO DB-14 W/BAFFLE w As M.FR By OR APPROVED EQUAL %s';:EAVY DUT'r ';:; 1 P STRUCTION METHODS AND MATERIALS 1- / Inter ace Cori. 1. UNLESS OTHERWISE NOTED,ALL CON- ? =RA,aE _-_ _ -:.CJUST TC REQUIRED GRACE SHALL CONFORM TO TITLE VOF THE STAT'1 (AS SPECIFIED ) BRICK MASONRY OR REiNFCRCcD A- (AS ENVIRONMENTAL CODE AND ANY APPLI- `ZH OF,y CCNCRE i E GRADING RINGS CABLE LOCAL RULES AND REGULATIONS. MCRTA� ---- BEEHIVE GRATE SEE r z NOTE 23 THIS SHEET 2. GROUT TO BE USED AT ALL POINTS WHERE �! F79EFt1 G -(MAX) / i1 PIPES ENTER OR LEAVE ALL CONCRETE ' F HEAVY DUTY CAST IRON FRAME a /� 'gcC1S� REiNFCRC=O STRUCTURES IN ORDER TO PROVIDE A DAYLOF, Q i -__ .r z' ' =aR - CCNCRE MANHCL= ! ;; WATERTIGHT SEAL. � No 17va1, {AIL COVER SET IN FULL BED OF MORTAR ( ,I -RCP FLARED END SECTION �a HCCP ;!'' CCVER) - 'Qv`R F'-AT SLAB TOP FOR DEPTH OF SWALE , 3. ALL SHIPL.APJOINTS IN SEPTIC TANK SHALL FFO T (AS SPECIFIED). MATCH PROPOSED PRECAST CONICAL SECTION OR 1 \ SEE GRADING PLAN BE SEALED WITH NEOPRENE GASKETS OR F A FINISH GRADE. BATTER BLOCKS(18"-24") ' ► I e - \ :--, VEGETATED SWALE VEGETATED SWALE _ , 6-1 ( i _ r N tl AS NFFo11tit on ASPHALT CEMENT TO PROVIDE A WATER Al EM M1 I , 1 �_- •t TIGHT SEAL. � � I t� CLHIM SYSIcm Inc TOE OF SLOPE •� -O-RING RUBBER 4. PRECAST CONCRETE SEPTIC TANK,SIPHON �- g� c I ( I GASKET JOINT CONCRETE CATCH BASIN � FINI„HErJ GRADE I , �- STONE RIP-RAP �„ I i 2' ° � SEE DETAIL CHAMBER,DISTRIBUTION BOX AND LEACH- 7 77171=7 , � , (TYPICAL) �^-- u - ING FACILITY TO WITHSTAND H-20 LOAD- 1 PROVIDE "v"OPENING ING. 24 6 t : 5. ALL SANITARY SEWER PIPES IN"I HE SYSTEM PRECAST RISER RINGS OR t/ :' - �. I '- SHALL BE SCHEDULE 40 OR EQUAL • JW DIA. I " HEIGHT OF -w I"CLEAR 2' OF Ve`-I/2� BARREL BLOCKS FOR ADJ. TO I RISER SECTIONS 6. WASHED CRUSHED STONE SHALL BE FREE STONE FILTER �!� FIN. GRADE(MORTAR ALL JOINTS) q, �) VARY OUTSIDE OF PIPE OF ALL DIRT,DUST AND FINES. LAYER W�> 4' - o" �, I ; PLUS 2"CLEARANC FIELD INLET W/ BEEHIVE GRATE DETAIL -I ►-- �� A N A <', I [� - _ _ __ } 7. AT ALL POINTS OF INTERSECTION OF 19. RO1.ND .M,-ILSHOLE FRAMES AND COVERS DIA- r- 6" MIN. �_ 0 3 _� I / - I i - - - - NOT �O SCALE WATER LINES AND SEWER LINES BOTH SHALL BE CAST IRON MANUFACTURED TO 2:1 -+ o �-21 1 AsIMFR try n.Lok Products PIPES SHALL BE CONSTRUCTED OF CLASS THE DIMENSIONS SHOWN BY LEBARON WATER 12" CORRUGATED METAL TEE Corn 150 PRESSURE PIPE AND ARE TO BE PRES- MODEL 246. THE FRAMES SHALL PROVIDE A 12"PVC INLET LEVE'_ IN SURE TESTED TO ASSURE WATERTIGHT- 24-INCH DIAMETER CLEAR OPENING. SUMP �] i NESS. 20- FOR SEWER MANHOLE COVER,DESIGN ' o . 31.0. r 1 8. EXCAVATE ALL UNSUI"TABLE MATERIAL IN SHALL HAVE A DIAMOND PATTERN WITH o a c c c o c c o ? I I �-7---' PIPE CONNECTION DETAIL LEACIIING AREA AND BACKFILL WITH THE WORD"SEWER"CENTERED ON THE e t, x/.r I CLEAN GRAVEL OR COARSE SAND. COVER IN 3-INCH HIGH LETTERS. LEBARON MP a� - 5"'A1N' t2� I NOT TO SCALE LA246 OR APPROVED EQUAL. PRECAST c o c a �� d _ - - f 9. HEAVY EQUIPMENT SHALL NOT BE 3/4 11/2 LEACHING �- ALLOWED TO OPERATE OVER THE LIMITS 21. FOR DRAIN MANHOLE COVER,DESIGN CRUSHED c c c c o l= c c a �( -10'-WIDE OUTFALL SHALL HAVE A DIAMOND PATTERN WITH � -� OF THE SEWAGE DISPOSAL SYSTEMS DUR- STONE PLAN VIEW - ____ ---- CRUISHED4STONE 2' ING THE COURSE OF CONSTRUCTION OF THE WORD"DRAIN"CENTERED ON THE THE SYSTEMS. COVER IN 3-INCH HIGH LETTERS. LEBARON PIT 4 WALL _ I CI C O O C C� L7 O Q I (WASHED) (H-20 LOADING) 'g° 10. NO FIELD MODIFICATIONS TO THE SEWAGE LA246 OR APPROVED EQUAL. CHANNEL SHALLOW PRECAST CONCRETE CATCH BASIN DETAIL DISPOSAL SYSTEM SHALL BE MADE WITH- 22. SINGLE CATCH BASIN FRAME AND GRATE ° C3 C 1� O C C D 5 5, NOT TO SCALE SUBSURFACE SEWAGE DISPOSAL DESIGN DATA OUT PRIOR WRITTEN APPROVAL OF THE SHALL BE LEBARON LF246 OR APPROVED MIRAFI FILTER 0 2, ENGINEER AND THE LOCAL BOARD OF EQUAL FABRIFABRIC TYPE a c Ic o Ic fl c ° °^� , ��D C OR _ -00 Z 1 I. T1I SLS STEM SHALL BE INSPECTED AS 23. BAREAS SHALL BE EEHIVE GRATE AND FRAME FOR SWALE APPROVED r 9 DESIGN FLOW APPROVED EQUAL EENAH R 2560 E OR s"LOAM a SEED REQUIRED BY SECTION 2.10 OF TITLE V. EULIA L f 2 12. A CERTIFICATE OF COMPLIANCE AS I 24. GREASE AND OIL TRAPS SHALL BE CORRI- ' " ' " ' " -6"GRAVEL OR Total Building Area = 203,518 sf REQUIRED BY SECTION 2.8 OF TITLE V MUST 4=0 6-O DIA . 4 -0 GATED METAL TEES AS SHOWN ON THE �.. - -- - -- 1e" MIN. DEPTH CRUSHED STONE 203,518 sf x SGPD/100sf = 10,176 GPD BE OBTAINED BY THE CONTRACTOR UPON DETAIL DRAWINGS. r rr 9"DIA. MIN.ROCK SIZE COMPLETION OF THE ABOVE WORK. IF AN 14 - 0 (SEE SPECIFICATIONS( SHAPE CHANNEL AS "AS-BUILT'PLAN IS REQUIRED DUE TO CON- REQUIRED SEPTIC TANK TRACTOR DEVIATING FROM THESE PLANS, WORK FOR SUCH"AS-BUILT'PLANS SHALL SECTION A-A FRAME TO BE SET IN CATCH BASIN FRAME a GRATE BE COMPENSATED BY THE CONTRACTOR. FULL BED OF MORTAR-,\ (AS SPECIFIED) 13. THIS SYSTEM IS NOT DESIGNED FOR A GAR- TYPICAL LEACHING PIT CROSS SECTION FINISH ROAD 10,176 GPD x 150070 = 15,264 GPD BAGE DISPOSAL UNIT. BRICK LEVELING COURSE AS OUTLET EROSION PROTECTION DETAIL GRADE TYP. __ REQUIRED FOR GRADE Use Rotondo WT 8' x 10'-18 (18,000 Gallons) 14. ALL ELEVATIONS ARE BASED ON NGVD ADJUSTMENTS(2 MIN.-5 MAX.) DATUM. NOT TO SCALE 15. ALL TEES MUST BE EXTENDED SO THAT LEACHING CAPACITY THEY ARE CENTERED BENEATH THE MAN- rn 24"t 1' HOLE OPENING. SQ. OPENING - ITiz 16. AT ALL POINTS OF INTERSECTION BETWEEN MII .w Y _ - , <I0 6 Rows [21 - 4 x 4 galleries (Rotondo G 444)/Row w/2 stone] STORM DRAIN LINES AND SEWER LINES, CLEAN FILL _ __ _ -- °'�w 5"MIN. Side Area = 6 rows x 88' longx `i' deepx 2 sides x 2.5 GPD sf = 8,712 GPD ONE FULL LENGTH OF SEWER L.WE MUST 2 OF 1/8"-1/2" MATERIAL a a I "I"' B"Ia1N. ' " / BE CENTERED OVER THE DRAIN LINE SO STONE FILTER LAYER 1ul > !- V, --- -- -- Bottom Area = 6 Rows x 88' long x 8' wide x 1 GPD/sf = 4,224 GPD THAT BOTH JOINTS WILL BE AS FAR FROM y PROVIDE 'V' OPENINGF - I I - _ 0 48"t 1" DIAMETER Leaching Provided 12,936 GPll THE DRAIN AS POSSIBLE. a eoa p p1I -_ __ �F- T 12"PVC PIPE (rYP.I 17. RIM ELEVATIONS WITH FINISHED SURFACES. REMAIN FLUSH P� po�,� _ Y _ - -:N V ["CLEAR 0 00 O PLAN =V)cr NORMAL WATER LEVELTHU OUTSIDE PIPE DIAMETER • - -� _ 6'- 61/B" _� wN `_' . FINISHED GRADE OVER LEACHING CHAM- PLUS 2"CLEARANCE SIPHON CHA!�'IBER 18 BERS EQUAL O MINIMUM OF 2%(TWO SLOTTED OR PERFORATED cr �o°-3/4=I I/2'� '2Oo r Fr r2" PVC - CRUSHED STONE _ 1 Use 1" Dose over the Dosed Area PERCENT). MIN a 12 SQ. IN. STEEL PER W ,i VER-C.AL FOOT PLACED 1 2 6 Rows x 88' Ion x 8' wide x 1" 12" ft x 7.48 GAL s = 1,317 GAL ��llL�/�1�� :o Q MORTAR 3-0 AC�RDING TO bASHTO / [ �' / / / MIRAFI FILTER FABRIC N� JOALL INTS SUMP DESIGNAT'ON M i49 Use Rotondo sc 9 x 16 (1,535 Gallon) TYPE 140N OR APPROVED EQUAL In�i SECTION 5" MIN. I 12" ID'_O" OUTLET END_ SECTION Y- 12TCORRUGATEC LL_ I MEAL TEE MM LENGTH OF TRENCH VARIES-SEE PLANS STANDARD CONCRETE PRECAST CEMENT CONCRETE BASE UNIT TYPICAL TRENCH GROSS SECTION FLARED END SECTION N.T.S. Dwg No: PRECAST CONCRETE CATCH BASIN LEACHING PIT AND TRENCH DETAILS NOT TOSCaLE 4 N .T.S. Sheet 4 of 5 I I I ` I Revisions- i CANCRETE BACKING ;:GAINST DATE DESCRIPTK)N NOTE VALVES AND HYDRANTS ISSUED FOR BIDDING PURPOSES. WATER MAIN DISTURBED MATERIAL--, _ 4 , NOT FOR CONSTRUCTION. i TO OPEN � _ CONCRETE CLLOCCKWISEOUNTER 7/13/89 SIDE:WAL K SEE NOTE 1. SHEET 5. PRECAST CONC- CURB (SFF ARCIiI I E CTIIAI PLANS) BRISTLE BROOM FINSH VARIES z�L 8/16189 PARKING AISLES, RADIUS TO 26' i---^ I WATER MAIN HYDRANT TO BE ADJUSTED WEARING COURSE - 64 FINISH GRADE 4■ CONCRETE SLAB TO GRADE AS REQUIRED, �-5z ><a"- 10 WIRE MESH l / ROTATE AS NECESSARY HINDER COURSE - '-11' 1" (MIN.) FINISH GRADE YELLOW STRIPES I NUT a WASHER VARIES - 6 NO PARKING �- \ - I-- v.8"GR V L B WHITE LETTERS TIE RODS '/� -` GRAVEL BASE e 12 11 ; __ _ :.�. SIDEWALK OR BUILDING SOCKET CLAMP / y 12w o a' �O•°°1T•O .• ., FI SIGN (TYP.) - -- - -- -, „ � t��.• ■ ` �. 8 GRAVEL BASE CP 1 I ROTATE HYDRANT C,�zci' oo°�'o °! `6" IE3" 24 cY1 T2' AS REQUIRED I CURB SPOOL PIECE FINISH GRADE �� 1 -- ,, 0 W GATE VALVE _ COMRACTED SUBGRADE V `�� A�. z �x a �•p' �\ �A m a CEMENT CONC;RE T E (IEI - fir3 T vvCID Ld � �a wawE sazE (,RAVEL BASES COMPACTED sueGRADF �� CEMENT CONCRETE WALK n I I \ -N - NOT TO SCALE �\ Cr \ \ 3 1 'r. J w _ TIE R CLAMP E RODS a C M L I \ l _ O C) WHERE ADDITIONAL TYPICAL VALVE CONNECTION CONCRETE CURB & SIDEWALK - - --- ' -' v � THRUST ANCHORAGE �� 45° 4" ANCHORING TEE W/ �I g"GATE VALVE IS REQUIRED NOT TO SCAt E - 8"WIDE 4' \� RESTRAI+ED JOINT TEE B" BRANCH RESTRAINED LETTERS 12'-' NOT TO SCALE OR MJ FLANGED. CONCRETE BACKING AGAINS- Project Title: 9 3 I 6 3' 9' 4, 8 UNSTURBED MATERIAL 1.5' TYPE r.1 BI- CUMINCUS CONCRETE + 50' J, FINISH GRADE 2.5"BINDER COURSE TY P I CA L FIRE LANE LAYOUT ' lhv/A�V/ FLAT STONE OR CONCRETE EXPANSION JOINT FESTIVAL FOR EACH 50' LENGTH ALONG CURB AND ALONG MATERIAL BUILDINGS THAT HAVE NO CURB OR SIDEWALK ADJUSTABLE VALVE BOX TEE CONNECTION PROVIDE 4 CU. FT. OF SCREENED GRAVEL PRECAST CONC. CURB 6" LOAM AND SEE 1) ° •`y�V y AT N T S OR GRAVEL BACKFILL TO AT LEAST 6' uQ•._AS REQUIRED,BUT I CONCRETE BACKING ABOVE DRAIN HOLES BIT CONC. SURFACE COURSE 5'=_ J LESS THAN 5'-0" AGAINST UNDISTURBED MATERIAL -� _ __� SHOULDER - I� GRAVEL BASE BIT, CONC BINDER COURSE ! ` TYPICAL SERVICE DRIVE QCA7 HYANNIS o GATE VALVE -- '� y- - _ - II _ J TYPICAL HYDRANT AND VALVE DETAIL �� __ y � ��- � '' 1 PAVEMENT DETAIL TO BE USED �� L ON ENTRANCE DRIVE, SU8GRACE rc�o, S:, �" 6': IH" NOT TO SCALE GRAVE:I SUBBASE y:/ ��, ; �� <' PERIMETER SERVICE DRIVE SITE PLANS -B BANK GHti' TYPICAL SERVICE DRIVE PAVEMENT DETAIL r, BANK GI(AVE I AND ALL PAVED AREAS AT CONCRETE SUPPORT RESTRAINED JOINT HYDRANT TEE � -" s ten;- CL MEN I CONCRE I E_ j111 �',>'' u "4 f ni REAR OF BUILDINGS. N.T.S. _- �- t Prepared Fors TYPICAL PARKING AREA UNDISTURBED MATERIAL GRAVEL BASE �- COMPACTED SUBGRADE PAVEMENT DETAIL TO BE 1" CHAMFER ALL EXPOSED CORNERS CONCRETE CURB USED IN PARKING STALLS 1.5"TYPE I-I BITUMINOUS CONCRETE TRAMMELL CROW CO. N TS AND ACCESS AISLES. �I STEEL RENFOROIN( TYPICAL GATE VALVE r5" BINDER COURSE CAMBRtDGE. MA. 02142 FINISH GRADE ELEV #5 BARS 12' B.W ONE MAIN STREET VARIES SEE GRADING PLAN' rCT `C SC.L= -- #8 Ca 12' �+ #5 C 12' TYPE VA-4 AGGREGATE BACKFILL 1 VERTICAL GRANITE CURB 6• MIN TCP COURSE 3' 3• 2• PVC wEEPHOLE . J FINISH GRADE 10' o.c. BINDER COURSE Ti I+ _ni_ I _ 12 GRAVEL BASE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL F ELEVATION VARIES SEE GRADING PLAN „ -- r �­\-- GRAVEL BASE /!' �• v CONC APRON UNPAVED P A V C*C - " " I8" ( MI. ,3.G TYPE B ) ; 4 ' ;<//� ,� 24" �SUBGRADEo xi ,�/% 6 =I CEMENT CCNC. TO � o - ,A EXPANSK3N JOINT ;;I_ SEE SP --'FICA-10NS; BE USED ONLY IF Ili=, ,;,� - TYPICAL PARKING AREA PAVEMENT DETAIL Daylor CURB IS TO BE SET AFTER �-a FOR. FINAL GRADING. PAVING AND SUB-BASE TYPICAL BEND BASE AND/OR BINDER COURSE III o' 'off fir 6,H N.T.S. Consulting MATERIAL AS SPECIFIED. c Group 1'o• - P AGGREGATE BACKFILL NOT TO SCALE COMPACTED SUBGRADE GRAVEL BASE-� Inc. #8 Ca 12" - _ 2'-0• r I r X� \ VERTICAL GRANITE CURB suite 216 NOTES World Trade Center TY TABLE OF BEARING AREAS IN SQUARE FEET AGAINST N.T.S. 1. THIS PLAN HAS BEEN PREPARED FOR PER- Boston/MA 02210 #8 (Q16" I w UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS -TINGMI PURPOSES ONLY. UNLESS OTHER- �'o �/ SIZE OF 45° TEES a 22 1/20 WISE NOTED,TECHNICAL SPECIFICATIONS 617 439 5525 •. - 0' _ V MAIN (IN) BEND PLUGS BEND FOR MATERIALS,CONSTRUCTION o DOCUMENTS.AND A CONSTRUCTION LAY- COMMON FILL MATERIAL TO BE 8`t a LESS B 10 8 OUT PLAN.ARE TO BE PROVIDED PRIOR TO #5 tQ 12 _ 10" a 12" 22 16 13 VARIES SHEET I F CONSTRUCTION. Drawing Title: ///= STOONES LARGER THANSPECIFIED, NO 1 O BRISTLE-BROOM FINISH V ES SEE S EE O 5 r FROM AG TOPOGRAPHY AND UTILITIES 1I,=111`�?-- sueGRADE PERMITED IN THIS AREA. PLAN ENTITLED,"EXISTING CONDI- TIONS BY A.M.WILSON ASSOCIATES,INC., SECTION B-B - - „ >K \ B" CONCRETE SLAB DATED NOVEMBER 22, 1988. CONCRETE RETAINING WALL I 6 x6'- IU WIRE MESH- FINISH GRADE OF LOADING 3. ALL ELEVATIONS BASED UPON NGVD SITE DETAILS NOT TO SCALE SELECT BACKFILL NO STONES LARGER 1 - i'q�,.,. THAN 2" IN ANY DIMENSION WILL BE BACKFILL TO BE INSTALLED N ,� 2" (MIN) DOCK PARKING AREA BENCHMARK USED:CHISELED SQUARE IN #_<.� LAYERS OF 6" FIRMLY TAMPED CONCRETE LIGHT BASE AT THE GULF STA- PERMITED FROM THE TRENCH BOTTOM ': LA HAND TO 1 FIRMLY ABOVE PIPE CONCRETE BACKING FOR WATER PIPE a=III _ •'.__• t � � TION ON ROUTE 132.39 5 FEET RIGHT OF TO 12" ABOVE TOP OF PIPE . s �' FROM THE BOTTOM OF TYPICAL FOR EARTH OR LEDGE. T r STATION_7+_9, ELEVATION EQUALS b9.64 TrE,-- 1- - TRENCH. TYPICAL FOR t5" I `� �' ' 12" GRAVEL BASF FEET. I ;EARTH OR LEDGE. 9"GRAVEL BASE `;•, 4. ALL WORK SHALL CONFORM TO THE COI- I MONWEALTH OF MASSACHUSETTS, lil =1. 1 I11 DEPARTMENT OF PUBLIC WORKS, - COMPACTED SUBGRADE "STANDARD SPECIFICATIONS FOR HIGH- WAYS A-ND BRIDGES", 1973 EDITION.AND I BED BOTTOM QUADRANT ON UNDISTUR = LATEST AMENDMENTS UNLESS CONCRETE PAD DETAIL OTHERWISE NOTED. l ' EARTH. EXCAVATE BY HAND FOR BELL DO NOT SCALE PLANS. 6" ti11N. 'N LEDGE o. CURB VR.ANSITION SEC 1-1()NS SI!:,,Li.Bl: I HOLES AND INSTALL PIPE SC THAT IT IS PRIMARY r,,,,ER POLE. NOT TO SCALE + FIRMLY SUPPORTED FOR ITS LENGTH. PROVIDED BETWEEN ALL SLUP17D AND SCREENED GRAVEL VERTICAL CURB SECTIONS AND AT CATCH BASINS AS REQUIRED. EXCAVATION IN LEDGE I EXCAVATION IN EARTH co�ba tied Ngh on pole above 7. WHILE WORKING IN THE VICINITY OF AN EXISTING UTILITY,REFER TO THE FOL- LOWING: ALL UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO TYPICAL TRENCH DETAIL AVAILABLE RECORD PLANS FROM THE SHOULDER Date, JUNE 23, 1989 al coupling steel to PVC. VARIOU'S UTILITY COMPANIES AND PUBLIC ound bustwng,clomp or lug I 1`-6" VARIES AGENCIES AND ARE APPROXIMATE ONLY. hp below adopter coupling WEARING COURSE �� SEE CHAPTER 370,ACTS OF 1963.MASSA Design: RSH,MRN,MPC,RDA CHUSETTS GENERAL LAWS. WE ASSUME RDA,RFD WATER MAIN PVC OR CLDI BINDER COURSE NO RESPONSIBILITY FOR DAMAGES Check: --- "-BUILDING FINISH INCURRED AS A RESULT OF UTILITIES Drawn: R V E A 20 0 NOT TO SCALE 3 Z c _ GRACE OMITTED FTORE PLANNING FUTURE CON�EC POST M BE PAINTED I A -BELOW GRADE DOWN SPOUT W/2 COATS OF " L_VEL s,�., ��_'/- Job No: 1.0398.0 12' HEADER PIPE - 1 12" ROOF DRAIN CONNECTION LOCATIONS TYP 20 ■ _ i TIONS.THE APPROPRIATE PUBLIC ENGI- SILVER PAINT S W STEEL PIPE a \\\ \\ \\ \\\\ \\ \ I NEERING DEPARTMENT SHALL BE ON CENTER. FOR ACTUAL BUILDING D o _,- CONTACTED AND THE PROPOSED UTILITY DOWN SPOUTS FROM ROOF SEE (CONCRETE FILLED) Q o . „-- n0 o•r n.• Oho. G o I f -LEACHING PIT FINISH GRADE _ „ n� :o o •'p Qoo, ARCHITECTURAL DRAWINGS > PARKING AREA 10=0 C, WORK SHALL BE COORDINATED. DIG SAFE GRAVEL BASE �� � iu B BERM NC. I NUMBER 1-800-322-4944. 8. LOCATIONS OF EXISTING U•ILITIES ARE PLAN 3 FINISH GRADE AS REQUIRED B NOT t / I O APPROXIMATE ONLY AND ARE TO BE VERI- LESS THAN 5-0 UNLESS Rigid galvanized steel conduit Ca°� AT THE TIME OF CONSTRUCTION. uT �°c OTHERWISE APPROVED 1 1- -.,.°.a PIED IN THE FIELD BY THE CONTRACTOR _ 9. THE UTILITY COMPANIES MUST BE NOTI- FIED UNDERGROUND DISTRIBUTION SYSTEM SUBGRADE BY THE CONTRACTOR AT LEAST 48 •,• t , Cllp HOURS PRIOR TO CONSTRUCTION. VALVE BOX (ADJUSTABLE) 10. THE CONTRACTOR SHALL BE RESPONSIBLE Slip coupling :+ -CORP STOP FOR MAINTAINING ADEQUATE RECORDS PVC CAP BELOW GRADE PVC DOWN SPOUT CONNECTION CONCRETE '• I • OF THE LOCATION AND ELEVATION OF ALL 1) The complete underground electrical distribution system;installation and mate C) BASE e iWORK INSTALLED. rials,shall be in accordance with the Commonwealth Electric Company and New FINISH GRADE I i. iT I 1 2" CURB STOP:* ;' 11. ELECTRIC,TELEPHONE,AND GAS UTILITY England Telephone Company Standard Specifications. :r i rt BITUMINOUS CONCRETE BERM ) The Contractor shall provide all excavation and backfilling for cables and shall t2•ROOF DRAIN SIZES,AND APPURTENANCES SHALL BE 1 MIN. TO LEACHING PIT r' ` NOT TO SCALE INSTALLED IN ACCORDANCE WITH THE BUILDING FOUNDATION - 's •R \ ��- • ' 3'0 / furnish and install transformer foundations,primary and/or secondary pull boxes, • �'• I REQUIREMENTS OF THE TOWN OF BARNST- p SEE STRUCTURAL 2" PE3408 TUBING q q ABLE PLANNING BOARD AND REVIEWED primary cable riser,primary underground duct(concrete encased .End secondary rY DRAWINGS 12' HEADER PIPE i•i. , PROVIDE 2 GRAVEL VE OF J9 36"R><90 Rigid galvanized steel AND APPROVED BY APPROPRIATE UTILITY duct. • • .l �',L: STAINLESS STEEL SADDLE FOR SCREENED GRAVEL / I sweep. to •,•..• Spare sseep(if repuired)must have COMPANIES. / SERVICE CONNECTION TO r• ( I I a threaded cap hat above grade. 12. WATER PRESSURE REQUIREMENTS AND 3) Transformer foundations and pull boxes shall be installed in accordance with SECTION A-A WATER MAIN I ALL BUILDING ROOFS WITH THE EXCEPTION OF RETAIL #7 1`-6• I THE ACTUAL WATER PRESSURE TO BE Commonwealth Electric Company's URDS NE-13A and URDS NE-15B detail. T L BE DRAINED WITH GUTTERS EXCEPTION AND DOWN SPOUTS. EDGE OF PAVEMENT PROVIDED AT THE BUILDING SHALL BE 4) Provisions for grounding equipment shall be supplied and installed in accordance DETERMINED BY OTHERS. with the Massachusetts Electric Code and Commonwealth Electric Company's `PROPOSED WATER MAIN ' 13. FIRE ALARM SYSTEMS SHALL BE IN ACCOR- URDS NE-_PVC Adapter coupling steel to Pv.C. DANCE WITH THE REQUIREMENTS OF THE detail. DOWN SPOUT DETAIL TYPICAL BOLLARD DETAIL BARNSTABLE FIRE DISTRICT AND 5) Primary duct banks shall be 4 inch PVC Schedule 40 concrete encased not less than NOT TO SCALE NOT TO SCALE BINDER COURSE 2 -0 " BARNSTABLE WATER COMPANY,HYANNIS. _NOTES: 4 LOAM 36 inches below finish grade. TYPICAL PERMANENT SERVICE CONNECTIONUndergroundTOP COURSE AND SEED 14. AN EIGHTEEN(18)INCH MINIMUM VERTI- 6) Secondary duct banks shall be 4 inch PVC Schedule 40 sand encased not less than 2' LOPE / BETWEEN WATTLNE A PROVIDED 1. MIn)mum size of Conduit Riser to be in accordance with NOT TO SCALE Residential Distribution System Speclflcation No. 4-0385• INESANDSE�VER 30 inches below finish grade. CAL SEPARATION 2. Riser Conduits shel 1 De grounded in accordance wf th Rule j148 of the VARIES WATER MAIN MUST ADDITION.ONE FULL LENGTH OF 7) Telephone and cable duct banks shall be 4 inch PVC Schedule 40 sand encased BE CENTERED ON ONE not less than 30 inches below finish grade. Nat lonal Electric Safety Code 1984, o• ,oa'o p o^o;0 o u" ..v .p U b FULL LENGTH OF SEWER LINE SO THAT o Oo D ALL JOINTS WILL BE AS FAR FROM THE 8) A minimum of 210 lb tensile strength polyethylene pull line shall be furnished and UNDERGROUND MATERIAL STANDARDS o GRAVEL BASE 4' I SEWER AS POSSIBLE. installed in each duct nln. THREE PHASE TRANSFORMER PAD o .a. o p 15. PROPERTY LINE GEOMETRY INFORMA- UP TO 1000 KVA ° .`x�1 0 A 'v'"°. p O� TION SHALL ONLY BE TAKEN FROM LAND 9) The Contractor shall contact Mr. Frederick Slade,Jr.at Commonwealth Electric 90 - TITLE SURVEY OF LAND IN BARNSTABLE (508)291-0950 prior to the conduit installation. (HYANNIS)MASSACHUSETTS FOR CMANE I"CHAMFER HYANNIS RETAIL PARTNERSHIP PREPARED 10) The Contractor shall contact Mr.Larry Feest,New England Telephone Company COVER AND FRAME FOR VAULT OR MANHOLE FOUR SIDES- BITUMINOUS BY A.M.WILSON.ASSOCIATES,INC. DATED (508)398-5731 prior to the conduit installation. �I/J1 CONCRETE MARCH 28, 1989. GROUNDING RING BERM 16. THE CONTRACTOR IS RESPONSIBLE FOR PERMANHOLE AND VAULT COVER V4"UF7ING EYES MANHOLE FRAME 9 COVER tom--- S4" -i� o e•" TYPICAL PAVED SHOULDER FORMING ALL DEMOLITION,REMOVAL AND LAWFUL DISPOSAL OF ALL EXISTING CONSTRUCTION OF EVERY DESCRIPTION MANHOLE -T N.T.S. NECESSARY TO COMPLETE THE WORK SEE NOTE 04 f UNDER THIS CONTRACT. ��T �� 17. CONTRACTORS SHALL VERIFY ALL EXIS- G TYPICAL PAD TING DIMENSIONS AND EXISTING UTILITY ,qr2 CU MINIMUM LOCATIONS PRIOR TO EXCAVATION. OR REPORT ANY DISCREPANCIES TO THE ENGINEER AND RECEIVE WRITTEN 1"CAMPER 28" 4 SIDES TOP �l PULL sox 2/0 awG STR CU MINIMUM (�I+nUt. INSTRUCTIONS PRIOR TO PROCEEDING, ONE PAVED 18. CONTRACTOR IS RESPONSIBLE FOR PRO- VIDING DUST CONTROL FOR ALL EXCAVA- TrPE T-1 BITUMINOUS CONCRETE 7/8-EYE BOLTSHOLES S♦ SROES) EDGE OF CON FRCM c ' �'o I'I DRILLED IIII -IIIII IIIII- � BIT CONC (SEE ROADWAY TION AND CONSTRUCTION OPERATIONS BY 4J _1 N IIIII I1111=n1Nil -IIIII = UUII "IIIII -IIIII --II � CROSS SECTION) SPRINKLING WATER OVER THE AFFECTED U AREAS. NO OTHER METHOD SHALL BE BINDER COURSc (Y f rr _ 3/4"•+0'COPPERWELD GROUND s? �� c c' > SY - - CLEAIJ FILL III 12" GRAVEL BORROW BASE APPROVED. ROD WITH GROUND CLAMP 8 :► �� _ +2' 71 0 c� II II •� = 19. AT THE COMPLETION OF HIS OPERATIONS, ' STREET TYPE FRAME ^ D ��� ' r' ------ --- CONTRACTOR SHALL BE RESPONSIBLE 10'N0, 2 BARE 7 STR COPPER J THE 3/a ■10 COPPERWELD GROUND ? a -$d '^ t) FOR CLEANING THE SITE,INCLUDING ALL ts '>YS'- Y o •a- rs _ WIRE TO BE PROVIDED BY 6" WALLS(TYP) • OD - 4 ' DEVELOPER o .-� 3/a"PULLING EYE -� ' I \ ROD CONNECTIONS N i- __I 3'MIN. 3"MIN. s'L /f - IIII DRAINAGE STRUCI'L'RE�S OF ANY CON- : II STRUCTION RELATED DEBRIS. It GRAVEL BASE- u SEE NOTE 101 " o Z IIII 6"MIDI _� 12"_MIN. 6" MIN 18" t _ 1'-7 1/2" CLEAN FILL COVER (M1.030 TYPE"B") I" PLAN _ 20. EXCAVATION ADJACENT TO EXISTING DTI- 26'b1A.: 1 - �i - SEE NOrE #t3 -: �\��� � E; __-- i +' � `i i �' �-jIl CITIES OR STRUCTURES SHALL BE ACCOM- --cs:'• c •• J }`\� I 3"MIN. III U SIGNATEDSUBGRADE PLISHED BY HAND UNLESS SUCH VI - 4f STRUCTURE OR UTILITY IS DE c 7 ► - _ FOR REMOVAL. % 4 1/2" DI A MOLES •p•0' - •0 p .y I :� �� 20 IIIII O •• O• N © SAND ENCASED 21. ALL FINISHED SURFACES SHALL BE 4" PVC SLEEVE SCHEDULE 80 - -- _ I- GRADED SMOOTHLY AND EVENLY. / _ _ C 3'MIN.L- 22. THE CONTRACTOR SHALL BE RESPONSIBLE 4 MOLES ON ALL SIDES - � ZO" •F' l� ,! � 1 I _-- �0 I I IB MIN. -.�-- .I SIDEWALK TYPE FRAME SEE VOTEvhz I I IIII `CONCRETE L FOR MAINTAINING AND PROTECTING ALL ----- COMPLETED OR ONGOING WORK. ANN NOTE 4 J+' Z _ ___ --" E SLEEVE FOR IRRIGATION PIPING DETAIL 5 � . . �• •y ��. I l // � I ,n�ifi- -� �\� /' -CLEAN FILL II , I 72" I I I r c I u - DAMAGE TO WORK SHALL BE REPLACED ., I I / I I IIII( �� 1``�. - - BY THE CONTRACTOR TO A QUALITY '2 == IIIII)IIII-=IIII(===II(1=IIIII=IIIIf=111111=IIIII=1111�=IIIII-=IIIII=IIII=III EQUIVALENT TO OR BETTER THAN THE aS•�• as�7➢3,�.d'a3�S� 3/4",10'COPPERWELD 72 72" -, a;� °0 .0. 4 oe o,�a•;;,,_ GW)UND Roo (2) EXISTING WORK AT THE CONTRACFOR'S y `C NOTES: •••,o. a o`9°•e� 3, . OWN EXPENSE. 1. Top to be reinforced to support a-20 wheel load. 23. ALL SAW DUSTS SHALL BE MADE CLEAN 2. Galy. pull eyes and additional duct openings on special order. TYPICAL SECTION THROUGH UNDERGROUND CONDUIT AND ALONG LINES SO INDICATED ON THE • 3. Four 4 1/2" diameter holes lnline on all four sides with knockouts 5/8" DRAWINGS. THE CONTRACTOR SHALL �1JH Uf u REPAIR ANY DAMAGE TO SURFACES ADJA- �P qp^ PRIMARY AND / OR SECONDARY PULL BOX thick maximum. CENT TO SAW-CUT EDGES WHEREVER THE NOTE: 4. Hanufacturers name to be stenciled on vertical wall of access chimney. NOT TO SCALE ADJACENT WORK IS TO REMAIN. 5. Refer to Dwg. NE-2 for grounding detail. Notes• 1. Covers will have COM ELECTRIC on them. 6. All conduit openings to have 4" bellend5 flush with inside wall. 24. THE CONTRACTOR SHALL DO HIS UTMOST O r' I INSTALL GALVANIZED PULLING EYES,ONE ON EACH WALL,(4) 3/4-EYES 2. Manhole and vault cover, E.L. LeBaron Foundry IL2eC5• 7. Pad to be installed on 12" bed of crushed stone. TO PREVENT THE TRACKING OF SOIL INTO v DAYLOR 2. CONCRETE TO BE 5000 PS Z. HIGH EARLY STRENGTH LEGEND PAVED OR LANDSCAPED SURFACES. ALL �' p H,.•�' II Street type frame, E.L. LeBaron Foundry ILE28C• SUPPLIER 6 CATALOG NO. STOCK CODE NO. SUCH TRACKING SHALL BE CLEANED AT 3. CONDUIT OPENINGS TO HAVE 4-BELL ENDS FLUSH WITH INSIDE WALL SECTION n 1 THE CONTRACTOR'S OWN EXPENSE. 4. Sidev,alk type frame, E.L. LeBaron Foundry ILE285. FRUEAN-FIE-RECAST 07-59-610 ELECTRICAL E 4 PVC SCHEDULE 40 DUCT CONCRETE ENCASED ,--�� 4. THIS SECTION IS OPTIONAL AS SPECIFIED. 2 , I -� � �M� LINHARES PRECAST 5. THE OWNER SHALL DESIGNATE AREAS QHAI p�- Dw� NO WHERE MATERIALS MAY BE STORED.AND TELEPHONE. O 4" PVC SCHEDULE 40 DUCT SAND ENCASED ASSEMBLED. NO STORAGE AREAS BEYOND G`v THOSE INDICATED BY THE OWNER SHALL !2� /89 CABLE 2" PVC SCHEDULE 40 DUC T SAND ENCASED BE USED BY THE CONTRACTOR TO COM- PLETE HIS OPERATIONS. Sheet 5 of 5