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HomeMy WebLinkAbout1070 IYANNOUGH ROAD/RTE132 - N11'50'21"E 772.02' n G123_— 1 I DATE DESC•AIPTK)N _� ``__ - BCB _ BCB ti I - q I 1 4 �- a -fa�y� rys . � -'a -� RETAINIING WALL SEE NOT FOR CONSTRUCTION. ii /Pdrt�s _ I .'I �` ( �oN DETAIL. PROVIDED BY 25' 7/13/89 ISSUED FOR BIDDING PURPOSES. d STRUCTURAL ENGINEERS SEE NOTE 1, SHEET 5. J�J 5 _R f LLrl ti % t� 206.50' ' �1' ��`• �. P� - YGrayetgPlCs -. •_` �� - . ,,; Pc - L qL �8/16/89 PARKING AISLES. RADIUS TO 26'• b ,i,it C %F tntrock S FO _J .n �✓ /., Pond ti 8/22/89 ISSUED FOR NSTRU T N L� SSU O CO C 1O % `/� y / ��1 ✓ _ =( _ _ Goa 3�10/17/89 CLARIFICATION & UTILITY WA e-m �90 , M Cn COORDINATION Pond \I� ��/ h ter o ` o M �� 9 ®12/20/89 REV BLDGS. 5.6. & 7 AND APPURTENANT PARKING �,. 2 eM ,Prt♦ �! ����� U) CIO M © L GRADING & UTILITIES. 76 ---m— ��f -ate � • -7. - BAI:2NTA S8/ p/' 2 2 0 p❑ OD I o &4/6/90 REV T/E AT BUILD. B & LOADING Qu . j ti M�1 ICIPAL �,zl � ' �� -- AIRRQRT' EXISTING D r� AT RETAIL 5 \� s 1 _ Q u r 1 A R A 10/3 RESTAURANT �/;; _ +.ova. \ 90 00 N A 1 94 ADDED RETTA ANT ,r ,.. A ��;_ _ ___ � NCH 0 -,� � j �„ i yl� N'l,r �, ' o �, 2 2 5.00 -� ' '• ar 2n ,�7. �� o^ �i LOAM a SEED � :� ! "�� �u :y l ' \��' � _ o �� OF BARNSTABLE • .�• 3m ,, it / Gw s t� �,i.. Q !A; ` /a► �"` o `'� TO LAN REVIEW o SI EXISTING •o ti TE P es a EXISTING a� o, , c V ,,�.' N ; �l a RETAIL 1 RETAIL 2 Np 1 h u a.•. h' ror5 `pr, c;�, A o� 1994 Project Title: __. 2 _ 0 LOAM 8 0 00 SEED o EXISTING _ LOCUS MAP ,Q - o o ANCHOR B R FESTIVAL SCALE:' 1"=2083, N I 36.17' 86.33 L _ _ _ _ _ _ _ _ _ _ 8400, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ -- AT h \ ,-�r I� CC (TYP.) HANDICAP RAMP (TYP) \ ��o DSEE RAW ARCHITECTURAL SEE ARCHITECTURAL DRAWINGS 27' FOR SIDEWALK TREATMENT ,HYANNIS. E 2 LOAM - __ --- ------ \, I SEED SITE PLANS 4i 4 _ Prepared For. A LAND USE SUMMARY o 80.00 _ ti' I TRAMMELL CROW COMPANY I TOTAL SITE AREA=27.157 ACRES ti Watermill Center BUILDING AREA=204,987 SF(4.70 ACRES) �° — - --- -- - — -- — — - 4 800 South Street, Suite 100 a �w Qi - _ _ __. - - I Waltham, MA 02154 LOT COVERAGE cb (v 6 TOTAL IMPERVIOUS AREA = 21.094 ACRES =71.67% EXISTING TOTAL AREA 27.157 ACRES a 77.b7% PROPOSED 19 21 21 21 ----- ---- - --- - -- ----- - _ I 00 EXISTING v, f PARKING SUMMARY ___ - - ;�- � � RETAIL 3 J 193602 SF RETAIL @ 1 SPACE/200 SF+23 BUSINESSES @ 1 SPACE/SEPARATE ENTERPRISE 991 SPACES -- - - - — - Ln I 402 RESTAURANT SEATS @ 1 SPACE/3 SEATS +EMPLOYEES @ 1 SPACE/2 EMPLOYEES = 1.42 SPACES 2�� 13 _ -- - _ ___ _-_ to _ - - ----- I Daylor =1 133 SPACES --- ____ ---- — __ ._.._ ( Consulting REQUIRED 34 34 35 35 34 34 35 34 34 35 35 I Group TOTAL SPACES PROVIDED: 1254 _— ----- - -- - P I 5 Inc. NUMBER OF EXISTING HANDICAP SPACES: 20 0 -- 25 25 9 10.00 ' ! HANDICAP SPACES REQUIRED: 23 I , w 313 Congress Street Boston, MA 02110 ' PROPOSED HANDICAP SPACES: 3 . 11.00 0 ` . . SEE ARCHITECTURAL DRAWINGS -- - --- - -- -- -- -- H I 6 PROPOS D o 617.439.0585 25 FOR SIDEWALK TREATMENT __ _—__- _ I = j NOTE: '1) THERE SHALL BE NO MODIFICATION TO THE EXISTING LANDSCAPING., HANDICAP I 6 FAX 617.439.3868 --- --- - -- - H I' 2) ALL BUILDING CONSTRUCTION SHALL OCCUR ATHIN THE PROPOSED RESTAURANT: _ - r SPACES H I PROPOSED RESTAURANT Drawing Title: 27 f.I a 19' 24' 19 9'TYP. I L 25' ------- - __--- ------- - - ----- TYPICAL-____-- -- i SITE LAYOUT' � - E,XISTING -- - - i 80.00, 65.00 oRETAIL 7 _ ___ ------- ----- -- _ _ - --------- 0 - -- PLAN ® - - ----.. -- - - 6 i 6 l42 12' O ---- 5 TYP co ' I p0 EXISTING CONC. PAD (TYP 66.00 i N D SEE DETAIL) Scale. 1"-40' o RETAIL 4 _ co CC (TYP) n•2846 ? j _ PARKING STALL ACCESS AISLES (TYPICAL) 0 10 20 30 40 60 80 IOOFEET 1 0 E 1 � / PERIMETER SERVICE DRIVE N (SEE 'TYPICAL PARKING AREA PAVEMENT DETAIL SHT 5 OF5) 42.65' / (SEE 'TYPICAL SERVICE DRIVE PAVEMENT DETAIL' SHT 5 OF 5) I Date JUNE 23, 1989 FOR ROUTE 132.ROADWAY RESTRICTIONS IN A DEED / RECORDED IN BOOK 3044 IN11'46'20"E 100.00' R_26' 6 O ; IMPROVEMENTS SEE PLANS } � 10.00' Design RSH,MRN,MPC,RDA N PAGE 3I AND REGISTERED • (TYP) I I � ENTITLED TRANSPORTATION qs DocuMENT No. 261547, 15 39 I 116.00 m Check RDA,RFD IMPROVEMENT PROJECT_ IN 196.00' � Orawn MRN RVE THE TOWN 0F BARNSTABLE , BY VANASSE HANDICAP I Job No 1.0856.0 RAMHANGEN BRUSTLIN, INC. SEE ARCH. SEE ARCH. ; DATED MAY 8,1989. 5 ti� DRAWIN s ygsl �/ I o Q �' 15 - UaYLOn CONC. PAD(TYP) V 7t1414 j V, Cy I SEE DETAIL o fi VGC CC / SEE ARCHITECTURAL DRAWINGS 4' 9' TYP. I ®gym '`F\c TE 12 FOR SIDEWALK TREATMENTt L SERVICE PAD L - o EDGE OF CANOPY SEE ARCHITECTURAL �1�R- p� O 244 VGC CC 12' I I ! I I I I I I (TYP) DRAWINGS R=6 6' 8 5' 12 i 28.00' 51.52 o 4 0 N TRASH VGC ' CC � 'VGC I I I t � � � I i I � � � i � 1 I I i I � 1 1 i I' I I I '` I � I I � � i COMPACTOR to p ! J oQ 60 :-�—LIMIT OF WORK FOR W/GONG. PAD_ Q�" ROUTE 132 IMPROVEMENTS 1167' EXISTING (lo'x5o') o 9 ANCHOR D 114 Q ! I I L t�, EXIS 6 25' o RETAIL 1200 > 28.00 W 0 14S O= 10'30'20-W 376.03' 140•00 LJ N N L "' � N Q : 2 _55.00 ,� k o ti� I I I I I i 27' a Q OADING ; k 01) Q. O LOAM a SEED H ( I I I I i I I I F LEGEND TEs w 35 �' 20' Cr 196.00' " � 25 � a Cc CONCRETE CURB a 0 a 1. L CURBS TO BE PRECAST J BCB BITUMINOUS CONCRETE BERM C. CRETE CURB UNLESS OT WISE VGC VERTICAL GRANITE CURB N• 8 I ! 19 i 16 NOT ON THE PLANS. i PAINTED STRIPING 2. ALL DI URBED AREAS MAINING I 4 F OPEN A ER CONSTR ION TO BE 0 14 PARKING SPACE COUNT PERIMETER 25' SERVICE DRIVE 27' SEE ARCHITECTURAL DRAWINGS 27' I , LOAM ED A SEEDE IN ACCORDANCE �c6 FOR SIDEWALK TREATMENT 24, 13 251 FD CONCRETE DUMPSTER PAD WITH THE S CIFI TION FOR PAVED SHOULDER R (REFERENCE ARCH. DRAWINGS FOr SIZE) TOPSOILING , GRADING AND 1 © CONCRETE LOADING PAD SEEDING. (REFERENCE ARCH. DRAWINGS FOR SIZE) 190.00 PROPERTY LINE 3. ALL SIDEWA AN PAVERS i WITHIN SI WALK AR TO BE BID LOAM a SEED W �, HANDICAP PARKING WITH LL PACKAGE. 13 0 W EXISTING o ■65.8 CATCH BASIN W/FRAME a GRATE ELEVATION 4. BUILD G DIMENSIONS SH N ARE to -� LOAM a sEED _ RETAIL 5 13 cv D M TRASH COMPACTOR J 065.8 MANHOLE W/ RIM ELEVATION SL DIMENSIONS AND DO NOT i M 0 W/CONC. PAD I �u UJ x 65 a SPOT ELEVATION N ESSARILY CORRESPOND W H o (10'x 40') Q z 0co H.P. 65.8 HIGH POINT ELEVATION HE BUILDING EXTERIOR. (SEE E �' W - 10' a ) of TIC TOP OF CURB ARCHITECTURAL DRAWINGS FOR a RETAINING WALLS COLA ? BC BOTTOM OF CURB ACTUAL BUILDING SIZES, � a SEE DETAIL LOADING PROVIDED BY 25' 01. STRUCTURAL 67- - -- EXISTING CONTOUR \ ENGINEERS -,I�- 67 PROPOSED CONTOUR 55 TRAFFIC DIRECTIONAL ARROW (PAINTED) 30, �� 40 81' 25' BCB BCB BCB BCB Q Dwg No: --- _ EMERGENCY ACC.`.,S UPIVE Ox O S11'5F'r)0"W 00' 42' 1 ~ 1 F a S13'35'1C"w 385.23' BOLLARDS W/ S 120 53' 05' W 382.98 v BREAKAWAY CHAIN Stet .1 of 5 _ _ _ 4 i _ .- - ✓I -- y �► .. : : ^, . , , P I E MOUN E _ . y :. rJ V b TRAM F RM R INv -. 3 �d ` S 0 E -- .. 1 -- 'ON OH OHw OHW 125 ReV S: ' . -¢ /-INV 57.0 510R ---- - _ - ._�_ - - - - - - - - - - - / DATE 1 D4 SCRIP T ION " -- 70, U Ou T.-. C 900 PVC 12 s tr - G--- o �-G G G - G Q6 10!31 �94 ADDED RESTAURANT 1� / � /, 1 4 � w w w r< , >�z., I• I 3 3 - --� I 1, I w \ / O / ±3� T I 1\ L FBG = 62 5 Y 4� __ � / � (I)2"C] (I )2 C L INV. = 57.5 ' -�, --I I 1 W/BEEHIVE ) , ' PROPOSED UTILITIES LEGEND t- I 1 FSG V r C B 3 0 / / cD La u U NBG 6i63 —, 0 0 �„� i w c i 3 B'O3 .'� � / \ I 1 N CBS / 0 ,, 4 % �" II -S-- SANITARY SEWER SDR 26 � � V� 2 2 E I \wBl� /.' ti £ ,;;�� ' :" SMN • SANITARY SEWER MANHOLE -!N- 61 0 ' INV.57.0 '� -- - L / Q 1 D STORM DRAIN o \INV 632 wv60.o�\ < /, \ cF '� r DMH STORMDRAIN MANHOLE I , !J -� F.E FLARED END EXISTING ( T '--� 0 L- -- ■ ce CATCH BASIN 2"w ANCHOR A uGc/E o 9� \ M > 8„W ROOF DRAIN DOWN SPOUTS- �' o c��� " ' RD ROOF DRAIN I „_ 2 N CENTER (TYP.) BOLLARDS _ ti a (4)3- t SEE DETAIL SHEET 5 OF 5 c UGC/E �O 2 (TYP.) (6)4"E � � ?,,: ,, 1 STORM DRAIN LEACHING PIT m_ N' EXISTING EXIST)NG .;� RETAIL 1 RETAIL 2 B 5 �'��� Protect Title: II �' k I - ------ STORMDRAIN LEACHING TRENCH E br ■ SCB SHALLOW CATCH BASIN r w- WATER LINE EXISTING . INv =62 8 01 GATE VALVE 6' r. ' // ANCHOR B� F -SMH 8 /' °'����� L i -- FIRE HYDRANT ;ti � - RIM= 66 9 /- INv - 62 0 , r, ,, ,/ INV =62 2 (6"; wEi - INV 63 0 /,// `4 `� ,. - vPIV POST INDICATOR VALVE (BUILDING MOUNTED) ' �-------_- I,�' INV=620.8-_-_----__----------------- V-1_ - - - �C // ri a o / nN -� a u 6 PVC S=0 02 �� / F! y G A . , I :, _ AT 'I t�,. G S I Y T \ L NE B 0 HER o 5 / ( S r/--...---_.._---------...._.------- - - - _ _.. _... __.__.....__. - : r A - w a :. , _� �, , -G GAS METER (BY OTHERS - - -- - --- Shtr F / �,� S - -5 /� ,' r 8` PVC 5=0004 ' _ 8 PVIC S=0004 \\ RIM-670 / '- i c :c p SMH 9 RIM-66 9 \ INV =62 5(6") //' � � �`, . n } 8'GAT_ VA VE,TY ; -INV = 61 5(6") INV -6: 3I!3"i `( ' {: ' w w w JN INV.=62. ( ) . ---- u�C - UNDERGROUND CONDUIT (2 4"ELEC., t 4"TEL., 1211CABLE) , ., oHw----» OV R A WI . E HE D RE (BY OTHERS) �._.- ,,-..�� i� �b �.... I� r � E_>��L � � � ,4 \ ,w I ¢ --- „ - T - UNDERGR / I a HY ��`; y,`' - < ��, ,: ' OUND TELEPHONE . sEaylcF � � ( t �, v � I \ w r",ti / i (TYP) u 6y Q TRANSFORMER PAD 8 811 BOLLARDS '----- \I \ 3 Pre ared Fors' x -' �- ,� PULL BOX / 3 ( P <Rl -4 UTILITY POLE _- ! CI 47 CB 46 CB 45 ; C844 CB 43 ;, ,- r , -` i - - -_ PIV 8"W PVC (TYP) C B 4 8 i 3 ., A, CB49 ^iF8G=658 F&G=658 FBG=658 F8G-=65.8 F81G=65.81 O I 2'W = T `' ;f°" TRAMMELL CRAW CC)MPA1 , 1,,- J I F&G=658; �F&G 65.8 L.__- --- �._ ___J. I c, / NV ' 0 8 IN 0 8 V - 1 � INV 6 8 60 8 � INV 60 I INV 6 60.8 I i 4 ____ ..____Iry�_60.8 I__; _ _ INV -so.8 INV 615 �a ( Watermill Center .� _. _ / 55 t % I f G 0 ,� --- --� N V i - -• - -. - --- - - - / i t, 4.•s a ,! . NV 60 6 8 0 South Stree Su1te 100 ` I 1 a Waltham, MA 02154 " a I Q INV.60 7 �`I .- -- o I / ```Ow I CB 41 ; - = - - EXISTING UTILITIES LEGEND o I �N� 507 - FBG=66.4 N o ` y, I o � INV =617 - 2 1 l I h u ---W-=---- WATER MAIN D > s s,} , , _..._ pHW-' OVERHEAD WIRE � ( I INv.63 I , . -G - GAS LINE UNPAVED , < PAVED I I �' I NV 607 FBG=65 8 I , K: .- ; a EXISTING - r '� ' ' - _ SEE .SPECIFICATIONS 4 f ' _� a. s 1.5" TYPE I-1 BITUMMOUS CONCRETE O I I INV .= 60 8 �r I RETAIL 3 RD J 0 , � Y r d ,FOR FINISH. GRADE V B/, '-i I ,\ - T/C -- -. - _ UGC - - $ UTILITY POLE , - - - ,` W u I , W V.= 63 25 \ - -, Y '`, 4 0 a a I -- 6 PVC S=002 (1)4`T� A� i ,< t : 2.5' BINDER COURSE CO > > `� \ is b a ,; ,% EXISTING. GRADE t ___---� lv I i -m WcL I \G II)2"C / 8 1,-'�a" t2" GRAVEL BASE C B 31 = / CB G = FBG=66.2' I 9 I G FB. 66.5 Y 1 N I \ �'� INV. = 61.5 n COMMON FILL MATERIAL COMMON FILL MATERIAL TO 1 , INV = 61 2 I I W/BEEHIVE PaG SMH 13 <, TO BE COMPACTED BE COMPACTED AS SPECIFIED, / I ; I N ?� (2)4`E�\� .�G\ DaylOr yPT'' AS SPECIFIED NO STONES LARGER THAN 6" % O f Y - PERMITTED IN THIS AREA O. � I I RIM = 67 1 F J ' a », ",,; ° , Y II i I o INV z62.7 \ _G INV. 61.4 C�nSlllting ` �a'r '' / �2B 32 ,, �� �, Group j ; 4/ ' fi / i : FBG=65 8 I f. ° ?2 % iINV =608 4i I 3? IN'J 60 r i ' e I r Inc, J T 12" M N. (SEE NOTE ) IN ✓ 6D 5S F I 2 - m5 o. 2 5 r Via: . •o,C i - - l I . .... - -.r ' - --- J - --_- - i 313 Con ress` Street; �•. SEWER 8" PVC SDR 35 ' ' / I I I I 9 • k _ Boston MA ;;:02110 - COMPACTED CRUSHED STONE A.S. T.M. i I i st o• DESIGNATION D448 (MASS. STANDARD-2 ! I - I - r n,, i .o M2.01.4) PLACED AGAINST UNDISTURBED / , I I I ( I - t ,. 3 d a SIDES AND BOTTOM OF TRENCH. / / / F 8 G = 65 8 I PROPOSED RESTAURANT j I 617.439.0585 ' ' c ,. 'r .o.•o (SEE NOTE 2) / i INV 60 8 I I /��/ (� '(p +` 1`,.',�,� g < , , (,� - -_ --1 f I I INv 63 2 F/1/� 617.43J�JU6� ,'.' 8" MINIMUMIN ROCK 6' MINIMUM i CB 34 I C6 35 CB 36 : CB 3? '"B 3b INV 60.7 6"PVC 4 ,, _ -- -- ;, , , • ' - - .. - UNDISTURBED EARTH COMPACTED BEDDING MATERIAL ... I - FBG=65,8. F&G=65t F&G=658 �-F&G=658 FaG_658, 5 INv=63OC I h' �`£ -- - _• (l INV=608 INV=608' `INV =60 8 NV -60.87 S;002 I I , . ac y, . ,. -' l..- EXCAVATION IN LEDGE EXCAVATION IN EARTH - !/ / `� INV = 6O BJ L-_-_.- I -.J _ < r, F ---' 50 I 1` I / 70 CB 40 I RD N ,` f�u . 11 -- - - - -- -- -- I Drawing Title. r;I ,h z NOTES: - / / {{ - - - - - - LN V 60 6 - - = 6 CB 9 I FBG 664 Q -� t ' 1. SHEETING, WHEN REQUIRED, TO BE CUT OFF AT LEAST 5 FEET BELOW STREET / A M I I = _ ,_r" ,. ,n, G S ETFR - -- ;;:, I NV 61.7 ANO A. MINIMUM OF 1 f00T ABO'JE TOP OF PIPE. w000 SHEETING DRIVEN BELOW _-. ! I ( I „ - i I - ,''4 > T; t- ",� c -; ' " ' . _. M10-DIAMETER OF THE PIPE SHALL BE LEFT IN PLACE. STEEL SHEETING DRIVEN FBG 6 5 5 _ I , , 1 :. / �. .__ - ' _ - .._ _-',.f.:' { ` ,` , , '' - BELOW MID -DIAMETER MAY BE WITHDRAWN IF APPROVED 1N WRITING BY THE ENGINEER. INV 7 60 5 j (L) 4 E -': ! r 1NV-61'5 _PROPOSED. 501D0 GAL. L n 'r*,'j i ':•;;r,'f .•!^:-.• FOR PVC PIP A H lNG RIVEN E'_OW MI - IAMETER SHA 7 1 --._-! „ INV 60 7 CB 39 IM I -,::. _ E LL S EE D B D D LL 9- LEF N PLACE. - I 1 I c._ INV 6G 7 IN 60 7 _.._� ! L �.____... ._._.-...._ _ ' '�, Y .'e'I n 'i:-vW'. , (I14 T ___ .--- - SMH 10 FBIG-658 ( GREASE TRAP :a . ., - 2 WHEN APPROVED SY THE ENGINEER FOR PIPE$ O7HER THAN PVC SELECTED GRAVEL / f I N V -6l, 3 I - ' - I I DRAINAGE r t , 1'' FILL MATERIAL MAY BE USED FROM MID -DIAMETER OF PIPE TO 12" ABOVE TOP L7------ ( RIM _ 6 6 U 1 N V . - 60.8 '/J�T�,,' I I z q,'.• { A' - OF PIPE. NO STONES LARGER THAN T INCHES IN ANY DRdEN510N WILL BE `� INV 60 3 1 - \ _ I INv = 60. 3 1 r I y A-_v`.T. T + ` PERMITTED IN THIS AREA - MASSACHUSETTS STATE MA'ERIAL STANDARD Mt.OJ.O -.__.. INv 5 9. 7 I I I 1 ;;.'r M .' TYPE C. - - - --- P 1 I " :z w ' '.'' FOR ROUTE 132 ROADWAY I EXISTING RD-"� o I ,r .. /r' I ;�... 3. TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE TREATED THE SAME AS \ J , O / I J I �� 0 � 9f �-� " ,f IMPROVEMENTS SEE PLANS E%CEPTFORPAVNC. ' RETAIL 7 ' o I " I ��' !� AND �° °<'` y ENTITLED 'TRANSPORTATION " `� I + ,uGc/T ¢- 2 ' - 4. PRONCC AT. LEAST ONE IMPERVIOUS DAM IN GRAVEL BEDDING BETWEEN EACH MANHOLE �i .ERE DIRECTED, OR' EVERY 300 FEET, WHICHEVER IS LESS. SEE DETAIL. I 1 I - ✓ i ..: , " tiAr IMPROVEMENT PROJECT IN i '� I I \ I I I I � ^1 I., ( I`` ,-'.�- I - ' /I ,, �4 ' 5. BEDDING MATERIAL FOR PVC PPE SHALL MEET THE REOU'PEMENTS OF ASTM D2321 - -- �>< / - 1 - U3- E JV- C �/ T I L I T Y P L A N r . CLASS I OR L"LASS II EMBEDMENT MA ^P,IALS. THE TOWN OF ce to I CB I I 2 ,, �, < BARNSTABLE' BY VANASSE . F8G=64 8 1 FaG=6a 8 I I I I I �� % /�' TYPICAL SEWER TRENCH DETAIL HANGEN BRUSTLIN INC. \ NV =59 8 INV = 59 8 I ,cam =N U i \ I ay NOT TO SCALE \ O I -- Q I - Q �' �i �B-1 (I) lC " 6 DATED MAY 8, 1989. --- EXISTING ;_ L. I 2" WATER I f (I f, IMF -- �. 1 � I ' I 3 =m I �, ` � I "" ,' I 3 � , _ sEwER ----1- - _ _- L-- RETAIL 4 T . �\`,� � 1 1NV.=62.0 I � p "� - ., ;„� � , . I ! / u I RD k A,, f / I _ I ! _ > I J Scale . 1 ` = 40; C ,J i 8 CB 12-� w �\ 6„ I CIS 13 CB 14 b„PVC _., INV 63 2 ay �i �,` / ' CAP - S PV ^ IRP,IGATION SLEEVING(TYP) r F 8 G =66'.5 F 8 G = 66.5 1c S Nv =63 00 2,500GAL. ,- CB 8 FBG- 65 51 \ r� 1 ' ` O / i' S-O,Q PVC INv =61 INV.=61.7 o N S-002 GREASE TRAP U _10 20 30 40 60' 80 ';100FE? r.` f / G , F8 G=658 INV = 60.5 G T r INV =62.8 --J �.' 'i ��2 _ _ L._.__ i / THE SEWER G GTION WAS CONSTRUCTED , r U o I INV =65.0 c1N) INV =64.8 (OUT) o a / T 1994! ATION FOR THE TOWN S / _ - - -- --- ----- --- - I ate f , , IN I. /I�, 2' G D APRIL 27, 1994 V 61 INV 6f 5 �l 1 , : , INv 60 N 5 G - f •, : " - ' r , NGE OF SEWAGE __ __ _ __ __ _ _-_ _. -_ ___.____- .___ _-- ' -----,._---_ ___ _ ___ .__- _ __-.- ____----___-- -- ACCEPTA 6 SMH 11 CLEAN OUT(TYP) j stgn R.D.A. z �/ FE. _ INV602 RIM=672 - --- I I 4' pe yi. , INV=62.5 FE. --- `-� INV - 59 9 (6") - l J l heck � », / / - - r / 12' RCP = - .. , J oa I C R.D.A. ' . `' / CLASSY INV 62.0 I CLASSY ;NV -59 7 (8'' L I - >f �s / - ! . SCB 7 t �` FBG=65.7 CB 5B-� 12" RCP ��1�' (2)4,;E INV 51 f LIMIT OF WORK FOR / f2 "RCP CB 5: ' A _ 6 prawn D C.G.' j /.. `� / 132 IMPROVEMENTS INV =62.0 FBG =63 0 G---< CLASS D �' ,. (II)2"� FRG?65 9 I 0 �-- EDGE OF C NOPY JOb NO '1.0856.01 t / ROUTE INv - 58 5 Y INV. -63.2 , , SEPTIC TAN I xj _ '; : B / , K, SIPHON CHAMBER AND "1` - -- J _ / ,'/ v BOTH DISTRIBUTION BOXES SHALL BE 0 ,a d SCB6 , L=ACHING GALLERY 1 o PUMPED AND CERTIFI ► z-, / / sc82 - _ CB 52 ( i YPICAL) CATION PROYIDE:D FBG=655 \ �s ' 145' FBtG=65.9 � IS---INV=61-9 , �'' F&G=63.4 INV=61.8 �, o TO THE OWNER, ,, yr - _ � Ae INV .63.I n` GT ,,.' / INV =60.4 f a'n �-,-"'' SMH 13 e8 I � / , IRRIGATION SLEEVING(TYP) �� -o ti. I TAPPING' ..- N - -- ELEC.- RIM=67.1 _ �. r- - - .... - -, .. _ - ----- --- ----- --------� �� ° j; T,r - I, `: i 6"PVC S=0.02 *` ^ SLEEVE & - _ INV 58.0 F - - ;• -+- VF N T CB 18 CB 17 -CB 16 GB 15 ry I INv=59.0 :,. l VALVE 1 r -- (TYP)BlX ` INV=5Z50 �R! 6.4 �8 FBG=65.7 FBG=65i.7 -FBG=657 r-iFBG=65.7 1 ` I V,, `'L ,,•. .,' I % I. ' INV.=60.7 INV=60.7' NV =60 7 'INV =607 I, � I --SMH 12 RD �`� £ 1" • Z ��,J 4 �_ RIM-67.1 . ;. 4 wc�&/ G / - DISTRIBUTION BOXES _.c--,r___ ,___ 80' INV.=61.5(6") �08S h `� r G - INv=55.0(IN) '' 8 j I o r RESERV F r f WELL l # �. = L /, • C900 12" PVC W, ` W / W' g_--- INV=54PiOUT) i, 1. I i----------- ------ I I INV=61.4(8") I In t � / -- T v / .. I tl Tn ` SERVICE PAD L d "' t J --- RESET CURB �'�/' �o RIM= • 4 - - --' RIMS=6Z I - -- - RC .� S,O OQ4- g CB 5A _- - Z INV 60 6 INV 60 6� L INV 60.E INV 60 6 . - / V C FBG 6 6 4 , u 1; I - --- -- - - ---- 3 I , I �' f �� STUB J �? ST INV =59 C SIPHON CHAMBER al I RIM 8 SERV r l -INV=56.E v , 'NV=576(IN) V)L =--- . a �, ► 1 ,, r 1 INV - 5 5.4 (OUT) • RIM - 6 7.0 E ---- . -- -------'------------- x{sr."SMH a:� - 6 = .004 275 sce4 m� --- - -- -- -- ------------ - - I I ' ` INV =54.0(.STUB ll ; U � -$u PV-C- & ' I . ���.� �+ -i F B G = 65 3 1 � RIM=67 w I I O ( k"..` a ,-• o STONE RIP -RAP TO BE PROVIDED �A� �,,INV..=50.6(0UTLETI' I , = PROPOSED4,.„. $' --- INV =61 0 __,_-- --- �: ' VENT I , A _ """"' _ B/0/ oMH -- ( - RESERVE v� 4 o TRANSITION BETWEEN`81TUMINOUS' •. g ,,, l J S u �0B5 RIM=65.7 t-- - , 1 � \� a> (, I EXISTING CONCRETE ARM AND PAVED SNOULC3 R .' t � =aq ', � 1 . , / ./ � WELL INV =60 91 0 - � � BRIM=67.1 I TRASH "_-- - a ly ► B- b RIM= 8' P OD fi I. D M PA T 11 OtV ,, , , �� I ANCHOR Co cTOR SEE SHEET I FOR TRANSI ItiN LACA �-�'. _ , t� IRRIGATION SLEEVING(TYP) - ANC SHEET4 FOR DETAIL. x,.:� ,1 ", Gj _ _ c, I 3 s' t I ,- ,,`, � � �� '�. PROPOSED SMH _� `'�, 2.4,`E `' 1 _--or+w Ns7.l I �� R RVE I I _ : ,. ,:: � �.. x - r RIM-67.2 I , .a,;, � , 9s 'Ao C8 3 A �' `� I _ 4 ' T � .�- ---- I ESE I L F a G =60 5 INV.=MATCH I- 211 c 1 N I a . ,' s f' s° ° INv = 56 o EXISTING STUB 1 N o ,�t r F I "Gyp ce 1 OHS V1NG . •RIM =67.2 PIV _ Y 4 � ., .; FBG=63.2 W/BEEHIVE F81G + 1 XIS \o RIM= I 4 / ELEV:56.fi-� I E 6 0 (_ 81N INV.=60.2 115` ( ,L 67.6 I I VENT 8"GATE k f---- _..--- RE'TA S'002 p 'I RESERVE TP/7 -�• 41N (TYP.) :,` a N �� •- 1 �--a �F E c �� L U ' INv =60 5 �' RIM lam- a _ , , '-- / CB 3B �- c SEWER 67.I _ s ,< ,' F.E. GAS METER IM-6 , m p r' , �, a ' I �ir �' F&G=605 INV.=60.5 t ,-"-INV=600 - - - - lNV. 55.9-'-CHW-- - ---- - INV 55:9 1 I i 8 HYD.SERVICE'(TYP,) ' � �� INV = 56.0 1 N - - I PERFORATED.12 "PVC(SDR 35)TYP INV=59, � F ';." t " r.• / W/BEEHIVE F& �.. I--B' PVt RESERVE 1 I ` T,_ * .. - I 8 W WITH PIV f _ I \ NON -PERFORATED I2 PVC(SDiR 35) Yr'I E$ .t• C r 2` W IN I 8„PVC S=0 004 I -- 1 ' cr I �' I _411T DRA � S -� 1 CB 19 \ CB 20 CB 2I CB 22-� B-2 I .1 (` . u 7 / OUTLET EROSION PROTECTION G Q �; 1\ 3_3"E ROOF �,,I �► , ---- 1 �-. FBG=65.7 FBG=657 FBG=65.7 FBG=65.7 I $4 1, § n '" I• :Q TYP. SEE DETAIL ,4 PLUG EXISTING LINE TO NV - 60.7 LINV - 60.7 INV.=60 7 INV = 60 7 ) Q \, USE EXIST GATE tt � '. ;I ' I B-7 I I a; { f , " , q w, SUBSURFACE SEWAGE I ii ,, �� VALVES COORDINATE 1 ,I �." I 65' 60` t 3 ` :,'�; tic; CONNECT PROPOSED 8 PVC IN FIELo AS NECESSARY 1 , T DISPOSAL SYSTEM RIM 66 e �,� ! f t4 '» 3 }; I 18 000 GAL 5 r I In = „'' "�a �, FOR CONNECTION TO I o 1-----.- ------INV = 58 7_ v � - - I o ' "g � f �- /. �. _., . AT EXISTING SEWED StU6 IN RETAIL 6 1 I� SEPTIC TANK ! / J� 3 , ( >a" T - 4 INV.=579(IN) SMH 6 > / L' .Q --INV.=61.5 t`� _ .. - vV 63 7 / FOR INTERNAL PLUMBING 1 ROUTE 132 INV. 54.20 `C n LEGEND S - 3f `fit ° cc .CONCRETE CURB W ° 4 ' SC13 BITUMINOUS CONCRETE BERM VGC VERTICAL GRANITE CURB PAINTED STRIPING u ", '"� ' , . l4 PARKING SPACE COUNT � :, FD CONCRETE DUMPSTER PAD .s., - - (REFERENCE ARCH. DRAWINGS FOR SIZE) ' �', I �} _ - ' 'CONCRETE LOADING PAD ,�~ U (REFERENCE ARCH. DRAWINGS FOR SIZE ) �' PROPERTY -LINE 7, , 44 "I � HANDICAP PARKING 1L �a ■ 65.8 CATCH -BASIN W/ FRAME a GRATE ELEVATION t3 •65.8 MANHOLE WI RIM ELEVATION y - .. X 65 8 SPOT ELEVATION , ,.>. - N P 6=i A �HII;H POINT FI FVATION I INV.=5T.7(OUT) ) RIM=670 a INV 60.5 INV605\ /INV605 INV605 Fo _1 �' - - I 5 .1, CONNECTION TO SANITARY �J a INV.=59.8(6` IN) - I m i O� ) ( ' ,� 2 INV.=58.I(8"IN820UT) I w'„sY J I 8" PVC S 0 004 SDR 26 8 PVC S = 0 004 �, SYSTEM (TYP. INV. =64.7 I " G ' ,,a, ' 1 . ------ S S (7) 3- E , < �,.. UGC, 8" PVC FUTURE USE , SMH 4 -i- i �- 2 �(I)2"E I L •`E YI h{ (2)4' E , SMH 3 I UGC✓E ,���-UGC o- , TO BE PLUGGED RIM=66 8 I , INSIDE MANHOLE - ^ CB 2a f RIM=66.5 CB 23 T t i , :k Y, INV-58 9 ,�} `� I INV=597 ) I -SMH 2 T - �' - ------ - I FBG=66.5 I FBG=66.5 p UGC/ /E / 5 fv,: INV 61 5 INV 61.5 RIM =67.2 1 < v - --� I INV =61 7 I - INV =61 7 N _INV=60.7(6") '. •,a' a � ,,`,, L � -----o I- --- 2 500GAL. (04"T I . •.- , , ct _._..-- ----- - - = GREASE TRAP , , b,., / INV. - 60. 5(e) ' ,,,� -- -- - ----- INV. = 64.6 ( IN) o--- --- - --- ---- - -- _. - - _. 3 - - ---- --- - - �, \ <, 1 INV.-644 (.OUT) ' 0 1 , W W C 900 PVC 12 W N , a I I = r r 1 n a I 3 t: -- 1 -- ---- ----------------------'----------- _._-_....--- --- - - ----- - --------------- _ 3 4` _T-__ r _- -.I LO _ I S • I Q { CAP ' y,. IN�`V✓=62.0 ` h' -- - INV.57.4 S, ,f�L�,`� ,� �, ,. r ' xy CB 2 i ' x, EXISTING FaG-62.8 T 3 ; .. , INV. =58.5 3 RETAIL 5 �°' w/BEEHIVE+ '' Ix: u F&G ;: "• TRENCH DRAINS t FaG=64.0 F Z 1 fNV 6L5 1 `,. ., 40 NOTE: EACH ROW OF LEACHING G EY TO HAVE A MINIMUM OF ON ISER SECTION, MANHOLE FRAME AND QOVER.SEE UTILITY PLAN FOR LOCATION. YPICAL) MIN. GRADE 2% OVER LEACHING 21 FACILITY 88'-0" 2' - r- 4 % 4 MIRAFI FILTER FABRIC FLOW �} r7YPE 140N OR EQUAL / zh FILTER FABRIC ' PEASTONE�� o -22'LAYER OF o J _ PEASTONE J 4' D 3/4"- 11/2" DOUBLE WASHED STONE SECTI A -A ON BOTTOM AND SIDES (NO FINES) FROM_ 4 PVC DISTRIBUTION BOX 096 o� qy 2' e9 �} O0 oDa9 END 1 I ENTER I I i 1 -� i END 1 10 SECTION I SECTION i i 1 I I SECTION 1 , ° L i L 4 I J L I 2 0 A SEE SHEET FOR LEV OF IBUTION BOXES 8, LEACHING GALLERIES LEACHING SOIL TEST PIT DATA GALLERY 17'-0" -; I 1 II S- I % $'P -�- 4PVC � I - - _ .. .' ' _ .� .. _ � - TP No 16 TP No 17 TP No 1 HON CHAMBER FLOW FLOW 18,000 GALLON I I I GRD EL 670 GRID EL 68.3 GRD EL 66 I SEPTIC TANK L� !S= 5 PvC/ S=0.5% o �, ��� I 1 -- - I -r� ---- INV=57.9 INV --J INV =576 ° I ( i L_ - - - - - - - J I I 1 I GW EL. N/A GW EL. N/A GW EL N/A n �o MANHOLE FRAME N, - �° INV =55 4 INV :550 ^�-i xj a COVER (AS SPECIFIED,' 10 0 I I �4'-6" I 4 I 0 0 p C°u:off. INV -54.8 INV= 54A -FINISH GRADE I I I TOP 9 BOTTOM OF 9'-(1" I I I TOP 8 SUBSOIL GALLERIES -- -- I - - I I ,- - ~ SUBSOIL 1 651 8" PV FROM BUILDINGS) DISTRIBUTION I TOP e EL. 50.I ILITY PLANS X I 2 650 2 SUBSOIL ELEV = 35.5 t - `'4__�A RISER SECTIONS I L 1 2 GRAVELLY � _ -- - - - - - - - - -IJ - - - - - - - 3 3 65 3 3 SAND WITH ES SEWAGE DISPOSAL SYSTEM PROFILE B.. 5IFMANHOLE COVERS 4 GRAVELLY LITTLE _fF SAND WITH 4- 4 SILT N.T.S. ItiALLS COBBLES GRAVELLY -� TO FINISH GRADE s 5 SAND WITH 611 LITTLE COBBLES s - (AS SPECIFIED) ' SILT LITTLE - 1 O.. - - 10 6 6 SILT 6 12 B RISER 8 7 7 COARSE SAND 3' 7 COR. METAL TEE 7 SECTIONS 59.0 60.3 e (SEE NOTE 15) 7'-8� n NO WATER 4._0.. 39" Y e 9 9 PERC. 9 ENCOUNTERED Eo LIQUID TEST LEVEL 10 to- COARSE SAND 10 i---t- COARSE SAND /2-0 NO WATER WATER II ENCOUNTERED II ENNO COUNTERED 11 36 '23 DRAW d BOTTOM HOLE 56.3 II "r 1 28 2 12 I2 � "MIN 3/4'-11/2' r ° M _- B PVC I BOTTOM HOLE 540 DATE BOTTOM HOLE 53.1 INISH GRADE BOTTOM ON LEVEL CRUSHED STONE 7 ✓? i ° 2-17-89 13 18 BE ENCASED DATE TEST BY DATE STABLE BASE 6"MIN 3/4"-1 BOTTOM ON LEVEL \_,' I ONCRETE 2-17-89 M.J. DONOVAN 9-29-88 CRUSHED S E STABLE BASE _ TEST BY WITNESSED BY TEST BY ITI= =11TI= u1_ n - Ili,' GREASE TRAP DETAIL w�TNDQED BAN G. DUNNING M.J. DONOVAN UBLE ALTERNATING SIPHON CH BER G. WITNESSED B � 2 MIN /INCH G. WITNESSED B N.T S. 4" DIA. C.I. PIPE ROTONDO GT 6x6-I 2500 GALLON N.T. S. CAPACITY OR APPROVED EQUAL ROTONDO SC 9x 16 1,535 GAL.CAPACITY OR APPROVED EQUA LEACHING GALLERY DETAIL N T.S. ROTONDO G444 SECTIONS OR APPROVED EQUAL. SUBSURFACE SEWAGE DISPOSAL SYSTEM TO BE ABANDONED CAST IRON BOLT POCKET c 7/6" DIA BOLT a „ 9 CLOSED CELL od NEOPRENE GASKET D TYPICAL BOLT CONNECTION L24"DIA MANHOLE COVER B N VIEW 4 MANHOLE COVER TO C - FINISH GRADE - r (AS SPECIFIED) RISER SECTIONS - I L ----1 I I I r--- I II I r----, I1 � 1 1 1 L- --J I 1 L-----'----� I E-- - --- --- ------ --- - 8 INLET11 B'Ol1TLET .. v .. 9 12' - 2'-10 7'-0" 8-0" 9-6" LIQUID LEVEL - - 7 1/2" 9 -=ill 5_ I - 7-8" _I o BOTTOM N V 0 0 LE EL 6 MIN. 3d4` I STONE 33'-8' -1 4 2 " 24. " 9..-CRUSHED 9' 9" 9" yy Y! 35' - 2" 6 SECTION A -A SECTION B- SEPTIC TANK DETAIL N.T S. ` ROTONDO WT 8 x 10 - 18 18,000 GALLON CAPACITY OR APPROVED EQUAL HEAVY DUTY CAST IRON FRAME S COVER SET IN FULL BED OF MORTAR (AS SPECIFIED). MATCH PROPOSED PRECAST CONICAL SECTION OR FINISH GRADE, BATTER SLOCKS(18..-24") FINISHED GRADE 1 24at PRECAST RISER RINGS OR 2 OF I/e 1/2 -� BARREL BLOCKS FOR ADJ. TO _1w STONE FILTER wi> FIN. GRADE (MORTAR ALL JOINTS) LAYER 4� - Q" �} l DIA.. 6" MIN. � C" a C 12" PVC INLET / u o �° 0 (3 o Q c r= a c❑ Oro PRECAST o�•'� a 3/4"-'w/f LEACHING - CRUSHED M a ((� STONE P PIT 411 WALL CD (WASHED) ❑ C C C] C C >_7 Q❑ (H-20 LOADING) ° oo MIRAFI FILTER a ❑ o I� o C= Q C ❑ FABRIC TYPE 140N OR APPROVED EQUAL 41_011 - - -- 6-0" DIA. 4�_0�1 14' - 0" TYPICAL LEACHING PIT CROSS SECTION En CLEAN FILL fill 'w ?."OFMATERIAL Q STONE FILTER LAYER 1A1 > �o _ moo O lUl p0` ae0 - OO • _ G ' - J SLOTTED OR PERFORATED .004 3/4=1 1/2' o WD 1`2" 1PVC CRUSHED STON � ..; ' '" � � r •ram (-W MIRAFI FILTER FABRIC TYPE 140N OR APPROVED EQUAL 10L-011 LENGTH OF TRENCH VARIES -SEE PLANS TYPICAL TRENCH GROSS SECTION LEACHING PIT AND TRENCH DETAILS- N.T. S. TOE 0 A f LEACHING GALLEY - 4 -8 - - I-- I --- 1 I ,I JI L,I _Co J I I -�+t -TI I JI I I I l+r _ I I_ I I I I I I \\2-12, e,. 5"OUTLETS MANHO)_E COVER TO FINISH GRADE (AS SPECIFIED ) e � "o - RISER n SECTIONS 5' •e 12" v •I f� I I I , 12'+ 6' ,o A 4. 6" MIN 3/4"- 11/2" STONEY _ 3a ce BOTTOM ON LEVEL STABLE BASE DISTRIBUTION BOX DETAIL N T-S. ROTONDO DB-14 W/BAFFLE OR APPROVED EQUAL r10'-WIDE OUTFALL PLAN VIEW NO SECTION STONE RIP -RAP (TYPICAL) A f �6"LOAM 8 SEED RAVEL 18" MIN. DEPTH-J-CR'USHED STOONE 9" DIA. MIN. ROCK SIZE (SEE SPECIFICATIONS) ( SHAPE CHANNEL AS REQUIRED SECTION A -A OUTLET EROSLON PROTECTION DETAIL NOT TO SCALE _Y4 _ - N o II o N II N Y PLAN -1 SECTION OUTLET END SECTION Y- STANDARD CONCRETE FLARED END SECTION N.T. S. 5' I 5' I. 2 �i 90° C. I. BEND BRICK LINE[ SHAPED INVERT <7 a-4_j PLAN „o WALL OF MANHOLE FLOW BRICK SHELF SLOPE I"/FT. MANHOLE FRAME a COVER FINISHED ROAD GRADE (AS SPECIFIED) I I OR GROUND SURFACE MORTAR BED --�� ' -- BRICK AS REQUIRED TO ADJUST TO GRADE (8" MAX. ---- - - -- <.'I• I PRECAST CONC. TRANSITION o I I SECTIONS OR BARREL FILL MORTAR JOINTS INSIDE :' I SECTIONS WITH PRECAST WITH HYDRAULIC CEMENT 1 TOP SLAB DESIGNED FOR (NON -SHRINKING MORTAR) I I , H-20 LOADING (MIN.) DAMPPROOF COATING TO •: I MULTIPLES OF I,2,3,4',5', BE APPLIED TO OUTER ;:: OR 6 LENGTHS SURFACE PRECAST CONIC, BARREL �-4'- 0" DIA. SECTIONS SHELF ELEVATION SAME 8"MIN.(VARIES)' - -- `---t AS CROWN OF HIGHEST SEE PIPE CONNECTION PIPE DETAIL PRECAST CONC. BASE ... ICK OR CONCRETE FILL D MIN v UNDISTURBED EARTH `6"MIN. 3/4"-11/2"CRUSHED STONE OR LEDGE SECTION _TYPICAL PRECAST SEWER -MANHOLE - with nr?Cast bcsa 24" H--,AVY CUTY CATCH BASIN=RA,VtE 3 R:aT: - ACJUS7 TC REQUIRED GRADE (AS SPECIFIED) 9RICK NASCNRY CR RE:NFORCzO CONCRETE GRADING RINGS MCRTAR -REOAST RE:NFCRCED CCNCRETE MANHCLE „-t4 HCCP (I" COVER) r-_AT SLAB TCP B t 1• !"CHAMFER' IC -RING ,RUBBER GASKET JCINT �Tl-PROVIDE "'J" OPENING HEIGHT OF I" CLEAR •1ni RISER SECTICNSI i Ou-sIDE DF PIPE `"' VARY - PLUS 2'CLEARA4C_ NCRMAL -' j WATER 12" CORRUGATED METAL TEE LEVEL IN �= 1 SUMP 3'-O" SUMP L.{ II 12 6" MIN. 3/4" - 1 112 CRUSHED STONE SHALLOW PRECAST CONCRETE CATCH BASIN DETAIL NOT TO SCALE FRAME TO BE: SET IN CATCH BASIN FRAME a GRATE FULL BED OF MORTAR-.� (qS SPECIFIED) FINISH ROAD BRICK LEVELING COURSE AS GRADE TYP, - REQUIRED FOR GRADE ADJUSTMENTS (2 MIN.- 5 MAX.) iz 24"t I" - SO. OPENING <10 N UIF m U L . 5"MIN. 8"MIN. o 48"t I" DIAMETER PROVIDE "V" OPENINGf 12'PVC PIPE (TYPA --["CLEAR :T F Lu 0 ¢ LL NORMAL WATER LEVEL OUTSIDE PIPE DIAMETER ww PLUS 2'CLEARANCE =S2 In t MIN. 0.12 SO. IN. STEEL PER 3-O VERTICAL FOOT PLACED I MORTAR ALL SUMP ACCORDING TO ASHTO DESIGNATION M 199 JOINTS 5" MIN. 12' 12"CORRUGATEC METAL TEE `-PRECAST CEMENT CONCRETE BASE UNIT PRECAST CONCRETE CATCH BASIN NOT TO SCALE VEGETATED SWALE ;'NPAVED PavcC I SEE TP No. OCG-I GRID EL. 670 GW EL. N/A -'<: ':"•G �rCLNC S PF CE-- SUPPIT GROUNDWATER OBSERVATION DATA 0 Location Surface Depth Observed NLIrTIher Elevation (Feet) Groundwater (Feet) Elevation (Ft) COMMCN FILL MATERRIAL - -.� _PAVING 4ND SUB -EASE 2 MAT=RIAL AS SPECIFIED. B-1 ' 65.45 10.5 None TO BE COMPaC' AS > 3 SPEC.F E�. SE'NER 6" MINIt TP No GaD EL 67.6 GW EL N/A 0 roP B SUBSOIL 1666 2 GRAVELLY SAND WITH 3 COBBLES q LITTLE SILT s 6 616 PER 7 TE B COARSE SAND 9 NO WATER ENCOUNTERED IO 11 BOTTOM HOLE 546 12 DATE 9-29-88 TEST BY MJ.DONOVAN WITNESSED BY G. DUNNING PERC.RATE c 2 MIN /INCH TES 4 B-2 * 66.99 21.0 None i COMMON riLi_ MATERIAL TO 3E 5 GRAVEL WITH FINE B-3 * 65.88 21.0 None CCMPoCTED AS SPECIFIED.NO STCNES LARGER THAN 6" 6 AND I3-4 * 65.11 21.0 None PERMITED IN THIS AREA. SANDS 7 COBBLES B-S • 65.08 21.0 None 8 i B-6 * 65.30 21.0 None 9 SHE["LNG. SEE NOTE t BELLOW B-7 * 67.50 21.5 None IO B-8 * 65.92 21.5 None 12" MIN. (SEE NOTE 2 BELLOW) 11 COMPACTED CRUSHED STONE A.S.T M. ' 12 55.Q HB 1 ' 66.58 16.5 None IDESIGNATICN D448 (MASS.STANDARD M201.4) PLACED AGAINST UNDISTRUBED 13 1113_2 * 64.59 16.5 None SIDES AND BOTTOM OF TRENCH, LSEE NOTE 2 BELLOW '• . - .. � I4 TP-1 '* 66.1 13.0 None \ s �'- 6" MINIMUM COMPACTED BEDDING MATERIAL 15 TP-4 `* 67.6 12.0 None UNCISTURBED EARTH I 16 TP- 16 " 67.0 13.0 None EXCAVATICN IN LEDGE EXCAVATION IN EARTH TYPICAL TRENCH DETAIL 17 TP-17 * * 68.3 12.0 None 18 - COARSE B101-OW "' 65.5± 37.0 33.5± SEWER AND DRAIN 19- SAND K PVC OR 66.5± ao.o 3s.o± RCP 20 Nor TO SCALE 21 13103-OW "` 65.0± 40.0 34.0± 22 I3104-0 W *' * 67.0 ± 40.0 35.5 ± NOTES 23 B105-OW **' 68.0± 40.0 35.0± 1. SHEETING, WHEN REQUIRED. TO BE CUT NO WATER OFF AT LEAST FEET BELOW' STREET A_ND A 24 ENCOUNT- * Data taken from borings performed on March 15, 1989 by Briggs Associates, Inc., MINIMI,':�t OF 1 FOOT ABOVE TOP OF PIPE. "N [RED inspected by V. Stangenherg. WC( )D SHE[ 1 t, G DRI LN BEL )W' M - DRIVEN C ID DIAMETER OF TIIE PIPE. SHALL BF=. LEFT IN 25 * * Data taken from c test pits on September 29, 1988 � (T I -1 and TP-4) and February PEACE. STEEL SHEETING DRIVE` BELOW 26 BOTTOM 41.0 17, 1989 ("I'P 16 and TP-17) by A.M. Wilson Associates, Inc., inspected by G. VtID-DIAMETER MAY BE WITHDRAWN IF Dunning. APPROVED IN WRITING BY THE ENGINEER FOR P.V.C. PIPE. ALL SHEETING DRIVEN DATE 8 -15-89 * * * Data taken from observation Wells installed on Jul 7 and 8, 1988 h Guild Drilling y g BELOW MID-DI:xMF-TER SHALL BE LEFT IN TEST BY: Company, Inc. and analyzed h l Ian and Aldrich, Y y Inc. PLACE- M. CONNELLY (DCG) '-. WHEN APPROVED BY THE ENGINF•ER FOR WITNESSED BY: (Sec Sheet 3 of 5 for IKlcation) PIPES OTHER THAN P.V.C. SELECTED GERRY DUNNING GRAVEL FILL MATERIAL MAY BE USED FROM MID -DIAMETER OF PIPE TO 12 INCHES ABOVE TOP OF PIPE. NO STONES LARGER _11 IAN 2 INCHES IN ANY DIMENSION WILL BE PERMITTED IN THIS AREA - MASSACHU- SETTS STATE MATERIAL STANDARD N11.03.0 TYPE C. 3. TRENCHES LOCATED ON THE ROAD SHOUL- DER SHALL BE TREATED THE SAME AS STREET EXCEPT FOR PAVING. 4. BEDDING MATERIAL FOR P.V.C. PIPE SHALL MEET THE REQUIREMENTS OF ASTM D2321 CLASS I OR CLASS II EMBEDMENT MATERI- ALS. BEEHIVE GRATE SEE 3' NOTE 23 THIS SHEET MAX) - y FOR DEPTH OF SWALE SEE GRADING PLAN VEGETATED SWALE CONCRETE CATCH BASIN SEE DETAIL FIELD INLET W/ BEEHIVE GRATE DETAIL NOT TO SCALE 17'-0- 16'-0" f-------------1T----*------� I II I 1 - - I I I 1 - 10'-0'• 9'-0„ I II 1 I II I (------------LI----------J 24"DIA. COVERS MANHOLE FRAME 8 PLAN VIEW COVER ( AS SPECIFIED) RISER SECTIONS �101, 8" DIA. INLET ' 1'-p., 8" DIA. ` OUTLET i.' 5'-0" 5'-10" 8 LIQUID ` LEVEL Lj r 7 6" CROSS SECTION VIEW 5,000 GAL. GREASE TRAP DETAIL NOT TO SCALE As N•.FR By Interpace Corp. I I II - I If -- - I I n I I As MF Fi By Nail Pollution - Cvnll Sy`.ten+InC " As N41 II By +. A • Lok F ioduCIS Corll PIPE CONNECTION DETAIL NOT TO SCALE SUBSURFACE SEWAGE DISPOSA � DRAINAGE NOTES L UNLESS OTHERWISE NOTED, ALL CON- STRUCTION METHODS AND MA'1'ERIAI .S SHALL CONFORM TO TITLE V OF "I'I I ST rI _NVIRONMENTAL CODE AND ANY APPL - 'ABLE LOCAL RULES AND REGULATIO S. 2. OUT TO BE USED AT ALL POINTS W I_RE 1' 'ES ENTER OR LEAVE ALI_ CONCRE S'l U(-FURES IN OIZDFR TO PIZOVIDE W I'ERTIGI IT SEAL, 3. AL. SI IIPLAP JOINTS IN SEPTIC TAN SHALL BE 'ALED WITH NEOPRENE GASK FS OR ASPI LT CEMENT TO PROVIDE A ATER- TIGII SEAL. 4. PREC ST CONCRETE SEPTIC TAN SIPI ION CI IAM ER, DISTRIBUTION BOX D LEAC'I1- ING FA '11-ITY TO WITHSTAND II 0 LOAD- ING. 5. AI_L. SAN rARY SEWER PIPES I 1 HF SYS IT 1�1 SI IALL 13 SCI IEDULE 40 OR EC AL. 6. WASIIf'D RUSHED STONE SI LL. BE FRF I-,' OF ALL- DI T•, DUST AND FIN 7. AT ALL POI TS OF INTERSE TON OF WA FAZ LIN S AND SEWER NES, BOT11 PIPES SHALL E CONS-IRUC 'ED OF CLASS 150 PRESSUR PIPE AND Al ; TO BE PRES- SURF, TESTEI TO ASSURE ATF,RTIGIIT- NESS. 8. EXCAVATE Al. UNSUIT 3LE MATERIAL IN LEACIIING AR • AND B CKFILL. WIT'II CLEAN GRAVEL_ R CO RSE SAND. 9. HEAVY EQUIPML T SI ALL NOT BE ALLOWED TO OP A --OVER THE LIMITS OF THE SEWAGE S SAL SYSTEMS DUR- ING THE COURSE ONSTRUCTION OF 1T I E SYSTEMS. 10. NO FIELD MODIFIC IONS TO THE SEWAGE DISPOSAL SYSTEM LL BE MADE WITH- OUTPRIOR WRITT : PPROVAL OF THE ENGINEER AND T E )CAL BOARD OF I IEALTLI. 11. TI IIS SYSTEM SI I LL B INSPECTED AS REQUIRED BY C1'IO 10 OF TITLE V. 12. A CERTIFICAT OF COM _IANCE AS REQUIRED BY ECTION 2 OF TITLE V MUST BE OBTAINED Y THE CO TRACTOR UPON COMPLETIO F THE ABO E WORK. IF AN "AS -BUILT' P AN IS REQUI -D DUE TO CON- TRACTOR D ,VIAI'ING FRO TLIESE PLANS, WORK FOR UCII "AS -BUILT LANS SI IALL. BE COMPE, SATED BY THE C NTRACrOR. 13. THIS SYSI' .M IS NOT DESIGN[ ) FOR A GAR- BAGE DIS OSAL UNIT. 14. ALL ELE ATIONS ARE BASED N NGVD DATUM. 15. ALL TE S MUST BE EXTENDED THAT THEY E CENTERED BENEATH HE MAN- HOLE PENING. 16. AT A POINTS OF INTERSECTION ETWEEN STO DRAIN LINES AND SEWER NES, ON ULL LENGTH OF SEWER LIN UST BE NTERED OVER THE DRAIN LI SO TH T BOTH JOINTS WILL BE AS FAR ROM DRAIN AS POSSIBLE. 17. R ELEVATIONS SHALL REMAIN FLL 11 TH FINISHED SURFACES. 18. NISHED GRADE OVER LEACHING CH M- ERS EQUAL TO A MINIMUM OF 2% (T ) RC. Revisions: DATF DESCRIPTION 7/ 13/89 ISSUED FOR BIDDING PURPOSES. NOT FOR CONSTRUCTION. SEE NOTE 1. SHEET 5. 0 8' 16/89 PARKING AISLES, RADIUS TO 26' 8/22/89 ISSUED FOR CONSTRUCTION 03 10/17/89 CLARIFICATION &UTILITY COORDINATION AS 12/20/89 REV. BLDGS 5.6. & 7 AND APPUR rENANT PARKING.. GRADING & UTILITIES Q 4116/90 REV T/E AT BUILD. B & LOADING AT RETAIL 5 6� 10/31/94 ADDED RESTAURANT Project Title: FESTIVAL AT HYANNIS SITE PLANS Prepared For,. TRAMMELL CROW COMPANY Watermill Center 800 South Street, Suite 100 Waltham, MA 02154 Daylor Consulting Group Inc. 313 Congress Street Boston, MA 02110 617.439.0585 FAX 617.439.3868 Drawing Title: SITE DETAILS Date JUNE 23, 1989 Design RSH,MRN,MPC,RDA Check RDA,RFD Drawn. RVE Job N0 1.0856.0 �P`1N OF �• -i 9 F � t v�F ALE �{A i<5 Vt 19. ROL MANHOLE FRAMES AND COVER SHAL E CAST IRON MANUFACTURED O THE DI ENSIGNS SHOWN BY LEBARO MODEL < 6. THE FRAMES SHALL PR IDS A 24-INCH D METER CLEAR OPENI 20� FOR SEWE MANHOLE COVER, SIGN } SHALL HAV DIAMOND PA WITH THE WORD "S ER" CENTER ON THE COVER IN 3-I1N' HIGH LE RS. LEBARON LA246 OR RA'ED EQU 21. FOR DRAIN MAN LE C ER, DESIGN SHALL HAVE A DI O PATTERN WITH THE WORD "DRAIN" TERED ON THE COVER 1N 3-INCH H LETTERS. LFBARON , LA246 OR APPRO E AL. ' 22. SINGLE CATCH SIN FR E AND GRATE SHALL BE LEB ZON LF24 R APPROVED EQUAL. 23. BEEHIVE ATE AND FRAM OR SCALE F^, AREAS SL LL BE NEENAH R 2 0-E OR APPROV . EQUAL. ; 1 24. GRF 'E AND OIL TRAPS SHALL B ORRI- G =D METAL TEES AS SHOWN ON E _ FAIL DRAWINGS. YELLOW STRIPES %NO SIGN (TYP.) PARKING -WHITE LETTERS SIGN �(_ ---SIDEWALK OR BUILDING CURB z :`� 0 o A �8" WIDE 4450 -4„ 9' 3' 1'fi' LETTERS 3, 12"- 9, -- -- -4„ 50' TYPICAL FIRE LANE LAYOUT FOR EACH 50'LENGTH ALONG CURB AND ALONG BUILDINGS THAT HAVE NO CURB OR SIDEWALK N.T.S. BUILDING - A _y A �- BELOW GRADE DOWN SPOUT 12' HEADER PIPE 12" ROOF DRAIN CONNECTION LOCATIONS TYP 20' ON CENTER, FOR ACTUAL BUILDING DOWN SPOUTS FROM ROOF. SEE -LEACHING PIT ARCHITECTURAL DRAWINGS. PLAN PVC CAP BELOW GRADE PVC DOWN SPOUT CONNECTION FINISH GRADE 1% MIN. 12• ROOF DRAIN BUILDING FOUNDATION --.- TO LEACHING PIT SEE STRUCTURAL DRAWINGS 12" HEADER PIPE SECTION A -A ALL BUILDING ROOFS WiTH THE EXCEPTION OF RETAIL #7 TO BE DRAINED WITH GUTTERS AND DOWN SPOUTS. DOWN SPOUT DETAIL NOT TO SCALE MANHOLE FRAME 8 COVER NE-10 I"CAMFER 28" 4 SIDES a., FOR 7/ B" HOLES 0 EYE BOLTS (4 SIDES) � T 3/4",lo'COPPERWELD GROUND ROO WITH GROUND CLAMP 8 10' t10. 2 BARE 7 STR. COPPER WIRE TO BE PROVIDED BY ' 6" WALLS (TYP i DEVELOPER. o 3/4"PULLING EYE ® a SEE NOTE I 1 4 1/2" DIA HOLES 4 HOLES ON ALL SIDES �i'p�� IN• 1 6•0 y 20„ NOTE 4 7272 PRIMARY AND / OR SECONDARY PULL BOX Notes 1 . INSTALL GALVANIZED PULLING EYES, ONE* ON EACH WALL, (4) 3/4"EYES 2. CONCRETE TO BE 5000 P S I HIGH EARLY STRENGTH 3. CONDUIT OPENINGS TO HAVE 4" BELL ENDS FLUSH WITH INSIDE WALL. 4. THIS SECTION IS OPTIONAL AS SPECIFIED. ( NOT REQUIRED FOR PROJECT) CONCRETE BACKING AGAINST DISTURBED MATER IAL -7 I WATER MAIN _ CONCRETE AIL- j NUT B WASHER TiE RODS I SOCKET CLAMP I ! SPOOL PIECE II M-J GATE VALVE TYPICAL VALVE CONNECTION RESTRArED JOINT TEE NOT TO SCALE FINISH GRADE rcyn �,a"�ri� ADJUSTABLE VALVE BOX AS REQUIRED, BUT NOT LESS THAN 5'-0" o; GATE VALVE CONCRETE SU€'PO47 UNDISTURBED MATERIAL TYPICAL GATE VALVE NC7 SCALE I UNPAVED PAVED SEE SPEGFICA T IONS FOR FINAL GRADING, X\\ NOTE: VALVES AND HYDRANTS TO OPEN COUNTER CLOCKWISE WATER MAIN / HYDRANT TO BE ADJUSTED / TO GRADE AS REQUIRED, ROTATE AS NECESSARY VARIES ROTATE HYDRANT AS REQUIRED FINISH GRADE `ADJUSTABLE I VALVE BOXor { 1 j TIE RODS B CLAMP / 00 1 WHERE ,ADDITIONAL THRUST ANCHORAGE ANCHORING TEE W/ �� IS REQUIRED B" BRANCH RESTRAINED 8 GATE VALVE OR MJ FLANGED. 8" CONCRETE BACKING AGAINS- UNDISTURBED MATERIAL � + I FLAT STONE OR CONCRETE TEE CONNECTION PROVIDE 4 CU. FT. OF SCREENED GRAVEL - OR GRAVEL BACKFILL TO AT LEAST 6' CONCRETE BACKING ABOVE DRAIN HOLES AGAINST UNDISTURBED MATER!A� TYPICAL HYDRANT AND VALVE DETAIL NOT TO SCALE RESTRAINED JOINT HYDRANT TEE I PAVING AND SUB -BASE MATEP.IAL AS SPECIFIED. tz w ' O - U COMMON FILL MATERIAL TO BE COMPACTED AS SPECIFIED, NO Z_ . STONES LARGER THAN 6" PERMITED IN THIS AREA. cj o 1 - I • �I SELECT BACKFILL NO STONES LARGER THAN 2" IN ANY DIMENSION WILL BE I BACKFILIL TO BE INSTALLEDr, 'LAYERS PERMITED FROM THE TRENCH BOTTOM' ''`', _ - OF 6" FIRMLY TAMP'=-_ TO 12" ABOVE TOP OF PIPE . BY HAND TO ;2" ABOVE PIPEE TYPICAL FOR EARTH OR LEDGE. _ - ! _ `'r FROM THE BOTTOM OF TREJ FOR i EARrTH ORYPiCGL-EDE I, OCAVOATE,BYaNT ON EARTH.. EXBED HAND FORBELL6" MIN. !N LEDGE- I HOLES AND INSTALL PIPE SO THAT IT IS SCREENED GRAVEL FIRMLY SUPPORTED FOR ITS LENGTH. I EXCAVATION IN LEDGE EXCAVATION IN EARTH I ! TYPICAL TRENCH DETAIL WATER MAIN PVC OR CLDI POST TO BE PAINTED NOT TO SCALE W/ 2 COATS OF SILVER PAINT 9`¢ STEEL PiPE LU (CONCRETE FILLED) FINISH GRADE PARKING AREA 3 ' FINISH GRADE AS REQUIRED BqT NOT LESS THAN 5'-0 UNLESS i 1 OTHERWISE APPROVED ll VALVE BOX (ADJUSTABLE) CORP STOP - o CONCRETE BASE .• i •i / i 2" CURES STOP" _I l: .i % - to IlkY. 2" PE34 )NCRETE BACKING AGAINST VDISTURBED MATERIAL TYPICAL (SEND NOT TO SCALE TABLE OF BEARING AREAS IN SQUARE FEET AGAINST UNDISTURBED MATERIAL FOR WATER MAIN FITTINGS SIZE OF MAIN OR) 450 I TEES a BEND PLUGS 22 1/2' BEND 8" a LESS 8 10 8 to" S 12" ?_2 16 13 CONCRETE BACKING FOR WATER PIPE PRIMARY RISER POLE Ca ble tied high on pole above conduit apter couplrng sleet to PVC.ound busNng,clomp or lug 'p below adapter coupling. I Clip 5-0" � Rigid galvanized steel conduit clip Slip coupling 3' .0" / I 1 �.� ■ 08 TUBING PROVICE 2 CU. FT. OF SCREENED GRAVEL STAINLESS STEEL SADDLE FOR 1 36 R z 90° Rigid galvanized steel sweep. Spore sweep0f required)rrxtst have SERVICE CONNECTION TO ,III a iMeoded Cop lust above grade. WATER MAIN J PROPOSED WATER MAIN TYPICAL BOLLARD DETAIL PVC Adapter coupring steel to PVC. NOT TO SCALE NOTES: TYPICAL PERMANENT SERVICE CONNECTION 1. Minimum size of Conduit Riser to be in accordance with Underground COVER AND FRAME FOR VAULT OR MANHOLE MANHOLE AND VAULT COVER STREET TYPE FRAME 10 12fi'DIA.-= SIDEWALK TYPE FRAME - -26CIA.-� NOTE: 1. Covers will have COM ELECTRIC on then. 2. Manhole and vault cover, E.L. LeBaron Foundry IL28C5. ? Street type frame, E.L. LeBaron Foundry 9LE280. 4, Sidewalk type frame, E.L. LeBaron Foundry ILE285. 3/4"HCLE(2) DRILLED 6' 'N FROM EDGE OF CCvE= I' CHAMFER FOUR s0ES 3/4" LIFTING SEE NOTE ,I UNDERGROUND MATERIAL STANDARDS THREE PHASE TRANSFORMER PAD UP TO 1000 KVA 90 ' T 814 ' i TOP c � y SEE NOTE +KJ -`� � \•�+ � 20' Ny yv , SE VC'_ 0 2 72" _ 72" NOTES: 1. Top to be reinforced to support H-20 wbeel load. 2. Galy. pull eyes and additional duct openings on special order. 3. Four 4 1/2" diameter holes inline on all four sides with knockouts 5 9" thick maximum. 4. Manufacturers name to be stenciled on vertical wall of access chimney. S. Refer to Dwg. NE-2 for grounding detail. 6. All conduit openings to have 4" bellend5 flush with inside wall. 7. Pad to be installed on 12" bed of crushed scone. SUPPLIER 6 CATALOG "10. STOCK CODE NO. FRUEP.N-FE-3T1000 07-59-610 LIWHARES PRECAST Residential Distribution System Specification No. 4-03S5. 2. Riser Conduits shall be grounded in accordance with Rule 314E of the National Electric Safetv Code 1084. GROUNDING RING TYPICAL PAD 1172 CU MINIMUM OR \ I PULL e0x \ 2/0 AwG STR CU MINIMUM 1 I 3/4"s10 COPPERwELD GROUND ROD (2) ALL CONNECTIONS C%DwEL^ PLAN i -+112.• 18 r� :OPPERwELD h00 (2 ) - - 4 SIDEWALK PRECAST CONC. CURB - '� (SEE ARCHITEC i UAI PLANS) WEARING COURSE - �5": I - FINISH GRADE BINDER COURSIE - - iTF-Ti i11 ",,8" GRA L E3 CI 12" GRAVEL BASE-.-o °r, ; r_ 24,i .j CEMENT CONCRETE - 11= GRAVEL 13ASE-� \�-COMPACTED SUBGRADE- CONCRETE CURB & SIDEWALK NOT 10 SOLE BRISTLE BROOM FiNSH ---\ VARIES I 6"x6"-" 10 WIRE MESH 4" CONCRETE SLAB I" (MIN.) C- FINISH G � o 12 � " 8 GRAVEL BASE COMPACTED SUBGRADE CEMENT CONCRETE WALK NOT TO SCALE 1.5" TYPE I-1 BITUMINCUIS CONCRETE I 2 5"BINDER COURSE EXPANSION �olrrr MATERIAL- - j5'i- PRECASi CONC.CURB6" LOAM AND SEED ::QF31T CONCC Sl1RFACE COURSE -�• � ISHOULDER I�GRRAVEL BASc7BIT COIINC BINDER COURSE TYPICAL SERVICE DRIVE PAVEMENT DETAIL TO BE USED JY ro rJ <, I ti ON ENTRANCE DRIVE, SUBGRACE >b�o' 6'': 1fl ('H:AvlI ;HHBASE 't `� ,"'' PERIMETER SERVICE DRIVE --`' TYPICAL SERVICE DRIVE PAVEMENT DETAIL Esnr11 (;I1nv11 AND ALL PAVED AREAS AT (A M11Ji CONCRE II j!n ,�'_. .- _. o.,rl nl I NT.S. REAR OF BUILDINGS. TYPICAL PARKING AREA GRAVEL E3ASE- - - COMPACTED SUBGRADE PAVEMENT DETAIL TO BE CONCRETE CURB ; USED IN PARKING STALLS LF "TYPE I-1 BITUMINOUS CONCRETE N T S I AND ACCESS AISLES. 15" BINDER COURSE TYPE VA-4 \\ VERTICAL GRANITE CURB q TOP COURSE FINISH GRADE Qa" ♦ 12 GRAVEL BASE BINDER COURSE a 0 o. = I CS.o:C D':a:yu o n• .rrou ° GRAVEL BASE % I - �ii r� .// Ili ��.. (M l.. ,3.0 TYPE B) / j • yn i//i 6u i 24" SUBGRACE CEME,MT CCNC. TO BE USED ONLY IF TYPICAL PARKING AREA PAVEMENT DETAIL f CURB !IS TO BE SET AFTER ��• o �, _ BASE ,AND/CR BINDER COURSE 6 N.T.S. GRAVEL BASE-// COMPACTED SUBGRADE VERTICAL GRANITE CURB N.T S. BRISTLE --BROOM FINISH VARIES SEE SHEET I OF 5 6"x6"-"I0 WIRE MESH-- \ 8" CONCRETE SLAB - \ FIiJISH GRADE OF L_OAUIiJ, 2 (MIN) DOCK PARKING AREA 15,E 9' GRAVEL BASE ,'`' 12 GRAVEL BASE 1T1-11H X7 �� -- COMPACTED SUBGRADE CONCRETE PAD DETAIL NOT TO SCALE SHCULCER - WEARING COURSE 1 BINDER CCURSE 7I FINISH 3„ LEVEL I � GRACE BIT. CONC. GRAVEL BASE -� ZL BERM I SUBGRACE BITUMINOUS CONCRETE BERM NOT TO SCALE EDGE OF PAVEMENT---{ i BINDER COURSE 2'- 0 4" LOAM „ - TOP COURSE AND SEED ­4 Z . ...... I 2 SLOP ,I ° o ° a 0 v °..00 O.: o.0 v .o •a VARIES 04GRAVEL BASE 40 I - I'jhl BITUMINOUS CONCRETE BERM TYPICAL PAVED SHOULDER N.T. S. t•lii'�i;l 1 � I �f nvl a i'nvE u (:.C)NC (E'iFF ROnF)VJAv ' �`{IIIIIIIIIi IIIII IliIl illjll IIIII IIIII -II CROSS SECTION) L' ( - c.LI_nN FIE_L _ 1, GRAVEL. HORROW IIA' ;F L�I Illll�j,ti. ... ;il l= J IIIIfI 'T IIIII L 6"MIN l3"tdlN ( 12" MRJ. 3'MIN 6" MIN A LI 1 7 112" CA FAN Flll COVER {Ili CE / 1 t- 1 \_/' \\J © •�---- TI-SAND ENCASED _ ? 3 h11fJ.; - CONCRE TE __._-- L t _ c, 1J ld� t CLEAN FILL-------_`_' ll TYPICAL SECTION THROUGH UNDERGROUND CONDUIT N'11 10 SCAl E LEGEND E I F C i 1 W',Al \� l 4" PVC SCHEDULE 40 DUCT.- CONCRE i F ENCASED iEI_EPFiONE O 4" PVC SCHEDULE 40 DUCT SAND ENCASFD CARL[ © 2" PVC SCHEDULE 40 DUCT SAND ENCASED i. 1-11iS PLAN P',Sl;1:D FO1', CONSTRUCTION ONAUGUS i 11, iosk). _. FXiS"fIN(;-OPOGRAPHY AND U'I ILITiES F ROM :A PLAN EN1ITI_FD. -EXIS"IiNG C'ONDi I IONS" Bl A.N1 WiL-SON ASSO(i •\ i-ES, INC.. DA FED NOVEMBE:R 22, IU�". Al 1 1:11 A,AITONS BASF D UPON NGA'D BI NCHM \RK L SE.D: C HiSi.LF.I) SOL;ARi: IN C ONCRiA 1 L LIGIII BASE \ 1 i HI_ GULF S-I.A- i ION ON ROt l F 132.:9 FE1-1 RIGHT Of S i ATR N - 2k)f:LEVA I] Il :ALS t,9.h1 F LA I-. 4. AIA. WORK SHALL CON)=OfZNI "TO THE. CON1- MONWi \I.TFi OF ML- ASSACHSF'iTS, DEPAR T N1ENT OF PURI IC WY)RKS, 'S"I AND ARD SPE( IFiC\1 IONS FOR HIGI I- vN AtiS:AND BRIDGI-S" 19s;S EDl1lON.:AND LA ANIFNDMFF NfTS L'NI SS ( )I111 R\\ ISE NOTED. S. DO NOT SCALE PI-ANS. 6. CURB TRANSITION SECTIONS SHALL, BE PROVIDED BETWEEN .ALL SLOPED AND VERTICAL CURB SECTIONS AND .AT CAT (A I BASINS AS REQUIRED. 7. WHILE WORKING IN TfIE VICINITYCIF AN EXISTING UTILITY. REFER TO TIIE FOL- LOWING: ALI_ UNDERGROUND UTILITIES SHOWN WERE COMPILED ACCORDING TO AVAILABLE RECORD PLANS FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES AND ARF APPROXIMATE ONLY. SEE CHAPTER 370, ACTS OF 1963, MASSA- CHUSETTS GENERAL_ LAWS. WE ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SF{OWN, BEFORE PLANNING FUTURE CONNEC- TIONS, THE APPROPRIATE PUBLIC ENGI- NEERIN Revisions: DATE DESCRIPTION 7/ 13/89 ISSUED FOR BIDDING PURPOSES. NOT FOR CONSTRUCTION. SEE NOTE 1, SHEET 5. A,8/16/89 PARKING AISLES.. RADIUS TO 26' 0 8/22/89 ISSUED FOR CONSTRUCTION 1 Q3 1 0/ 7/89 CLARIFICATION &UTILITY COORDINATION AS 12/20/89 REV BLDGS 5.6. & 7 AND APPURTENANT PARKING, GRADING & UTILITIES. ^1\4/6/90 REV TIE AT BUILD. B & LOADING AT RETAIL 5 6010/31/94 ADDED RESTAURANT Project Title: FESTIVAL AT HYANNIS SITE PLANS Prepared For, TRAMMELL CROW COMPANY Watermill Center 800 South Street, Suite 100 Waltham, MA 02154 Daylor Consulting Group Inc. 313 Congress Street Boston, MA 02110 617.439.0585 FAX 617.439.3868 Drawing Title: SITE DETAILS Date JUNE 23, 1989 Design RSH,MRN,MPC,RDA Check RDA,RFD Drawn RVE Job No 1.0856.0 G DEF AKTNIENT SHALL BF CONTACI-ED AND THE PROPOSED UTILiTI WORK SHALL BE COORDINATED. DIG SAFF ' NUMBER 1-800-322-4844. 8. LOCATIONS OF LXISTiNG UTILITIES ARE: APPROXIMATE ONLYAND ARE. TO BE VERI- FIED IN THE FIELD BY THE CONTRACTOR AT THE TIME OF CONSTRUC"1710N. 9. TIIE UTiL1T7 C'OMP.ANiES MUSTBE NOTI- FIED BY THE CONTRACTOR A T I EAST 48 UNDERGROUND DISTRIBUTION SYSTEM HOURS PRIOR TO CONSTRUCTION. 10. THE CONTRA( -TOR SHALL BE RESPONSIBLE y) FOR MAINTAINING ADEQUATE RECORDS Of= THE LOCATION AND ELEV,A-IION OF ALL 1) The complete underground electrical distribution system; installation and mate - WORK INSTALLED. rials, shall he in accordance with the Commonwealth Electric Company and New 11. ELECTRIC, TELEPHONE. AND GAS UTiLFFI' England Telephone Company Standard Specifications. SIZES, AND APPURTENANCES SE TALL BE INSTALLED IN ACCORDANCE \\'ITN THE 2) The Contractor shall provide all excavation and backfilling for cables and shall REQUIRENIENTS OF THE TOWN OF BARNST- furnish and install transformer foundations, primary and/or secondary pull boxes, ABLE PLANNING F30ARD .AND REViE\\ED primary cable riser, primary underground duct (concrete encased) and secondary AND APPROVED BY APPROPRIATE UTiLiT)i duct. COMPANIES 12. WATER PRESSURE REQUIREMENTS AND 3) Transformer foundations and pull boxes shall be installed in accordance with � TIIE ACTUAL. WATER PRESSURE TO BE Commonwealth Electric Company's URDS NE-13A and URDS NE-15B detail. PROVIDED AT TI IE BUiL.DING SHALT_ BF DETERMINED Bl' OTHERS 4) Provisions for grounding equipment shall be supplied and installed in accordance 13. FIRE ALARM SYSTEMS SHALL_ BE IN ACCOR- with the Massachusetts Electric Code and Commonwealth Electric Company's J DANCE WITH TIIE REQUiREME:NTS OF TI IF URDS NE-' detail. BARNSTABLE FiRE DISTRICT AND 5) Primary duct banks shall be 4 inch PVC Schedule 40 concrete encased not less than BARNSTABLE WATER COMPANY, HYANNIS. 36 inches below finish grade. 14. AN EIGHTEEN ON MUST BE PK()VIDI:D INCH NI OVERTI- CAL SEPARATION PROVIDED n) Secondary duct banks shall be 4 inch PVC Schedule 40 sand encased not less than BETWEEN \HATER LINES AND SENVER 30 inches below finish grade. A LINES IN ADDi'FION, ONE FULL LENG'1-H OI- WATER MAIN MUST BF CENTERED ON ONE 7) Telephone and cable duct banks shall he 4 inch PVC Schedule 40 sand encased encas >� FULL LENGTI I OF SEWER LINE SO THAT not less than 30 inches helow finish grade. ALL JOINTS WiI_I_ BE AS FAR I ROM THE 8) A minimum of 21011) tensile strength polyethylene pull line shall be furnished and ' SEWER AS POSSIBLE. installed in each duct run. 1, 15. PROPERTY LINT GEOMETRY [NFURNIA T10N SF{.ALI.ONLY BETAKEN FROM LAND 9) The Contractor shall contact Mr. Frederick Slade, Jr. at Commonwealth Electric TITLE SLRVEI OF LAND IN BARNSTABLE (`08) 291-0950 prior to the conduit installation. (HYANNIS) N'[ASSACFiU!S1:I-FS FUR CN1 ANF HYANNIS RE TAII- PAR TNERSHIP PREPARED 10) The Contractor shall contact Mr. Tarry Feest, New England Telephone Company BY A.M. Wll SON ASSOCIATES, INC. DATED (`08) 395-5731 prior to the conduit installation. MARCH 28, 1989. 16. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL DEMOLITION. REN10V'AL AND LAWFUL DISPOSAL OF ALL EXISTING CONSTRU("FION OF EVERY DESCRIPTION NECESSARY TO COMPLETE THE WORK UNDER THIS CONTR,ACF. 17, CONTRACTORS SHALL VERIFY ,-ILL EXIS- TiNG DIMENSIONS AND EXISTING UTILITY LOCATIONS PRIOR TO EXCAVATION. �? REPORT ANY DISCREPANCIES FO THE ENGINEER .AND RECEIVE WRiTi-EN iN'STRUC17IONS PRIOR TO PROCEEDING 18. CONTRACTOR 1S RESPONSIBLE FOR PRO- VIDING DUST CONTROL_ FOR ALL. EXC:AA A- TYPE '-I BITUMINOUS CONCRETE ;{ TION AND CONSTRUCTION OPERATION'S B) i SPRINKLING WATER OVER TfiE AFFFCTED AREAS. NO OTHER NIETHOD SHALL BE BINDER COURSE -+ APPROVED. I 19. AT THE COMPLETION OF HIS OPERATIONS, TIIE CONTRACTOR SHAL.1- BE RESPONSIBLE FOR CLEANING THE SITE, iNC1.LDING ALL '{ DRAINAGE STR t'CTURF�, OF AN1 CON- STRUCFiON RELATED DEBRIS. If GRAVEL BASE-/ I 20. EXCAV:ATION ADJACENTTOEXIS-T1N(; l' L1 (M 1.03 0 TYPE "B") 118" T LIT'iES OR SKUCTURES S} 1A1-L BE ACCUM G'• U` �'= O^ o:•u PLISHED BY HAND UNLESS SUC'I I " 91 ST-RUCFURE OR UTiLIT) IS DESIGNATED \ -SUBGRACE L. FOR REMOVA i L / 21. ALL. FINISHED SURFACES SHALL BF 4" PVC SLEEVE. SCHEDULE 80 j GRADED SMOOTHL)I AND LVENLi' 22. TI iE CONTRACTOR Si I AL-1. 13L RF-SPONSiBLI FOR MAiN iAINING AND PROTEC FiNG ALI SLEEVE FOR IRRIGATION PIPING DETAIL COMPLETED OR ONGOING WORK ANY N i DA. 1AC E 1() WORK SF{ALL BE REPI.•AC} U BY THE C NTR 4CTC R TO A QL: ALITI FQL;IVALE NT -lO C R BFITER THAN TIV EXISTING V'(IRK .AT Tifi. CC N•IR AC FUR'S O'WN EXPENSE. NSE. 23. .ALL SA\\ C LS iS SH.A1.1- BI MADE CLEAN AND ALONG LINES SC) iNDICATE:D ON THE DRAN\INGS. THI.CONTRACTOR SiiALI_ REPAIR AN)' D,'\,MAGE TO SURFACES ADJA- - "�(y^ C:EN 11 U SAN\ -CUT EDGES WHE EREVR 1 I IF ter` ADJACENT \\(-)RK IS10 RFNI.AiN y\ 24, THE CONTRA(TOR SHAH. DC) l llS UTMOST o ^� TO PRFVL-NT 1'1IF TRACKING ("IFSolt IN1C) PAVED OR LANDSCAPED SURF ACES. .ALL SUCH TRACKING SHALL BE CIF AHED :Al THE CONTRACTOR'S OWN FXF'F:NSI . "j� \ 'F 6� 25. TI IF 0NNNEI2 SIIALL DE:SIGNATI AREAS � ���L DNq; t- "'HERF N1AFE:RlA1S N1Al BE: SiUKED ANANDI' �... NM�7p ASSEMBLED. D. NO STORAGE ART AS 13Fl ()ND THOSE INDICATED BY THE OWNER Sf1L-- BF U SED BY Ti IF CON) R ACTOR TO COM- PLETE I IiS OPERATiONS.