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1460 ROUTE 149 - 104-003-T00 (2)
__ _ _ _ _ ��. �� . s 1,41 T- c) Fj 0 Ld r -Z 4, tv 4 ILEGEND .0% .00 LIMIT OF WORK/T1ZEr- 'PF 1 TH EP Lu EXISTING TREES TO BE PROTECTED 4 �z w GREEN J�A Lu CART TOPSOIL STOCKPILE AR A r BUILDING W" v'7 0 U) Z) 4', � 5 GOLF COURSE BY OTHERS IN \v(IC(w cr- PRO PC>5F— 0 0 C) N." E- e! > r-_ 4�? 157 7F-F- L -0 U) N E LO AY BALES CHECK DAM CO H x SILT FENCE AND OR HAY BALES TEMPORAFY 5ECAME-t4TATION 5A:51�'t P ACTICE GREEN X GF-E !SHF-E'r c-5 Fc>P- GRAvit,46 r'>RNt4A4F-'- CLUBHOUSE. L- A A Pt V NOTES: 1 EXISTING CONDITIONS FROM PLANS PREPARED BY COL -EAST INC., R A C T I F-,;,, A I A, NO. ADAMS, MA 01247 DATED AUGUST 1987 FROM AERIAL N PHOTOGRAPHY OF MARCH 24,1987. EXISTING SUBSURFACE UTILITY LOCATIONS BY SEA CONSULTANTS INC. AND ARE SCHEMATIC ONLY. CONTRACTOR SHALL VERIFY ALL EXISTING x DITIONS IN THE FIELD PRIOR TO ZA SURFACE AND SUBSURFACE CON COMMENCEMENT OF CONSTRUCTION. 1z A TE F F A REA, IST �E ) I I � 2. CONTRACTOR SHALL NOTIFY THE DIG SAFE CENTER AT E 15rIM IRIZI ION 1-800-322-4844 AT LEAST 72 HOURS (EXCLUSIVE OF WEEKENDS 'OA q, AND HOLIDAYS) PRIOR TO COMM ENCM ENT OF CONSTRUCTION AS i �Y TEaM �TYPI L) _-j REQUIRED BY MASSACHUSETTS STATE LAW. N Rc� EF- G (T 0 KI Ff 3. APPROXIMATE PROPERTY LIMITS SHOWN HEREON WERE 0 GRAPHICALLY COMPILED FROM A PLAN TITLED: "PLAN OF LAND OF 'T 417 WILLIAM F. MAKEPEACE, JOHN C. MAKEPEACE, AND CHARLES D. ac MAKEPEACE, AT THE PLAINS, TOWN OF BARNSTABLE, SCALE: 1 AND ARE NOT A BOUNDARY LINE INCH = 200 FEET, JUNE 1933 RETRACEMENT SURVEY. /1,0 4 <\ \> 4. HORIZONTAL CONTROL POINTS IN FIELD (PK NAILS ON WEST SIDE 'S CONVENIENCE TO OF RTE 149) ARE SHOWN FOR CONTRACTOR x ESTABLISH AERIAL GRID SYSTEM ONLY. CONTRACTOR'S PRELIMINARY CONSTRUCTION STAKEOUT MUST BE VERIFIED BY THE ENGINEER PRIOR TO APPROVAL OF STAKEOUT. 4) Ljj r- A 5. PORTIONS OF THE GOLF COURSE MAY BE IN PLACE OR UNDER CONSTRUCTION DURING THE WORK OF THIS CONTRACT. THE CONTRACTOR SHALL NOT DISTURB OR IMPEDE T EWOR OF THE GOLF COURSE AND SHALL BE LIABLE .0oo r9T,H GREEN FOR ALL DISTURBANCE OR IMPEDIMENT CAUSED BY HIS OPERATIONS. VF- LOCATION OF EXISTING TREES TO BE TRANSPLANTED AND EXISTING TREES TO BE PROTECTED WITHIN CLEARING LIMITS ARE APPROXIMATE. ENGINEER SHALL TAG IN FEILD.CONTRACTOR SHA'L PROTECT PER SPECIFICATIONS. 0 7. CONTRACTOR SHALL INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL -7, opsol 15-ro P I I- ------ MEASURES AS INDICATED UPON COMPLETION OF SITE CLEARING WORK AND PRIOR TO TOPSOIL STRIPPING. 10 P. 8. [MIT OF WORK SHALL AL INI�UDE WORK IN PUBLIC WAYS BEYOND THE So Oj_ T PROPERTYLINEOFT S11 PR —,,9.- C31NT00rf&ANPC DITIONSINA AROUND THE COURSE ADJACENT TO 0 -E MAY H E-EN-ALTERED D ARE PRESENTED FOR GENERAL INFORMATI Y-- 3 > 0 c c 32 0 -------------- W C 0 %u OL CL < A V.` �'o Lu T f r. r7 U) w j C3 C3 ILL R-p E cf) 1Z -j F- Ns' i 0Nb LLF CL Q\cp 1L 4V Lu z f, - A A. w z 00- 121 Lu STREET ROUTE 149 PROSOECT LL :z 0oo 90 bc)o Ss! heet n Co. 0 File no. VIATI N j @ AT c+t �rtn r \ I ARCH. ARCHITECTURAL HYD. HYDRANT o B.S. ,\ BOTTOM OF STEP INV. INVERT a W % B.G. BOTTOM OF CURB JT. JOINT o w. EA 1 E EG 1 C- , Q. p / / w � L_ G L T'R b / � __--,--- -- --� BOTTOM OF RAMP LB. POUND , V IC ,SEE F. BA MAX. MAXIMUM SE BI�kLL RNA 4 THI� SHE�T ,W , � � SEMENT FLOOR ELEVATIONS ac. COIIC. BITUMINOUS CONCRETE M.H. MANHOLE MINIMUM OR MINUTE a CENTER LINE MIN. M � , o _11 D I / SCALE 3 / � �� / C. CATCH BASIN N.T.S. NOT TO S C N ENTER 3 + f 0 C.F. O.C. O C � L _ ' ` Q � \ CUBIC FEET r c>,E 9 POINT OF CURVATURE C 1 � s ' . 1 ,. , , ,, C.J. \ �� CONTROL JOINT P.C. + N por U \ - � P R.C. POINT OF REVERSE. CURVATURE f � GEM. C NC. � CEMENT CONCRETE / ` b.; I - � , ; ' . POINT OF TANGENCY D. DUCTILE IRON P.T. RADIUS OR RISER y , ` , I DIAMETER + U I ,. � T PIPE _ REINFORCED CONCRETE P W R.C.P. G. DRAWING _ oP T �'`' I I . # H EE , + C !O >x \ REQUIREDui � A REQ D ti 1 A, 'EACH S SPEC. SPECIFICATION E.J.. S C vo _ EXPANSION JOINT w r STATI ON � ST ' ,-D � ro T. _ F.E.F .E FLO R ELEV TH EEN ' O ATION 1 o iS GR z .. `TR AD . T` T. , A H IU p T .F E. F . FIR T FL S O R ELEVATION \ 0 O ' J s C \Lu ^.1 I P /' F CURB iw t O V - N T a FIN. G.R T.C. R FINK A CAT 1 S GRADE I, T, Atb _ FINISH I 1� ING_cn t� ,. L _ _ STEP TOP'OF t' 1=. � TO O }.. 1 T.S. _ A z , G. :A BUfILD s GAUGE GE •I 1 ..... .. • 1=: /L - � F :RAMP ; r P TO O t7 , c V' -T.R. w � - G L . .... A VANI f G L ZEt� f � 'P AL \ c TY _ 1C co TY 3 , , .. ,WIRE FABRIC WELDED E C W LDE 8 W.W.F. WW 6 _o. _ C ,... E� E E"�' ¢ a co I . o T wL LAYOUT - ; rn f' r E • : e \ - .r _ N I s I : o I , • cc ', - .... 1 X .cam-•_— ...... � � 'L+J--J � � _ - 0�,1?L�S►1 OUT ,t N + T t E Y C WTRACT�R \ I 4 O J o a , P ACT16 GREEN o g \ NOTES: L+ , �, D 1 1. EXISTING CONDITIONS FROM PLANS PREPARED BY COL EAST INC., \ t o` CLUBHOUSE L_ _ _- �� \ NO. ADAMS, MA 01247 DATED AUGUST 1987 FROM AERIAL < r 11,E `� , � PHOTOGRAPHY OF MARCH 24, 1987. EXISTING SUBSURFACE %1 t s — I UTILITY LOCATIONS BY SEA CONSULTANTS INC. AND ARE CLUB IJ PTIG 5Y E w, Q �-- SCHEMATIC ONLY. CONTRACTOR SHALL VERIFY ALL EXISTING �• EE ✓ EE C SURFACE AND SUBSURFACE CONDITIONS IN THE FIELD PRIOR TO cS� 1 i �l. JCOMMENCEMENT � tP , . � ; - , , l � 1 �- OF CONSTRUCTION. a' RA -TI AI a Pr. _ C E,, / I I '9' 0 + - 2. CONTRACTOR SHALL NOTIFY THE DIG SAFE CENTER AT �- N . ?i 'L � -- �-•-+- :: � 1-800-322-4844 AT LEAST 72 HOURS EXCLUSIVE OF WEEKENDS a w AND HOLIDAYS PRIOR TO COMMENCMENT OF CONSTRUCTION AS .: D `�•-/ -- � REQUIRED BY MASSACHUSETTS STATE LAW. 'I • I , / 3. APPROXIMATE PROPERTY LIMITS SHOWN HEREON WERE r O 1ST i d TEE, - FP AREA _ ti ! TE . „ \� � � GRAPHICALLY COMPILED FROM A PLAN TITLED. PLAN OF LAND OF „0 r p WfLLIAM F. MAKEPEACE JOHN C. MAKEPEACE AND CHARLE D. i PRD �- , m 8 T ✓ MAKEPEA EAT THE PLAIN E IS I 1 i C._ C S TOWN OF BARNSTABLE SCALE. 1 ... T N RR ION to , s SY TEM T PI L �1 _ INCH 20 FEET NE 1 ND C Y � \ . C 0 , JU 933 A ARE NOT A BOUNDARY LINE � bIU$ EL E9s T� gt= RETRACEMENT SURVEY. 04 CONTRo TZ:G tT, 4 . = RKIN jQ N FI r o A , i � ItZ A ON P � \ E N �T T � �# � V ' � 1 N EEC. ,. J �.. -APg E D !3Y a SP`izl KL ta: He D ���IIf ,� 4. HORIZONTAL CONTROL POINTS IN FIELD PK NAILS ON WEST SIDE 2 Co -'\ F T 1 R 1 O R E 49 ARE SHOWN FOR CONTRACTOR'S CONVENIENCE TO v 7" + ESTABLISH AERIAL GRID SYSTEM ONLY. CONTRACTOR'S , ` � PRELIMINARY CONSTRUCTION TAKE MUST BE O STAKEOUT USVERIFIED BY THE ENGINEER PRIOR TO APPROVAL OF STAKEOUT. nL e. _ 1 = 4 5. VERTICAL BENCHMARK CHISELED X ON CAP BOLT OF EXISTING C� D�' ` - --- FIRE HYDRANT N N �--� E CORNER OF RACE LANE / RTE 149, ELEV. 93.89. < TYaI _ �, � C � � � \ .. � � r;_ 6. BUILDING LAYOUT IS TO OUTSIDE CORNERS OF FOUNDATIONS � •; I i AND SLABS AS APPROPRIATE. SEE ARCHITECTURAL DRAWINGS. -- c h M V1RE At-ARt--1 Z`© EXNSTINfa FLIN1 P ., � \ _ _ w r9TH STAT' oN• 51=. GrN,pu!T Pt-At�t 7. CONTRACTOR SHALL NOTIFY CENTERVILLE OSTERVILLE0 N u 2 1=a CC:;" lr�t�AT c > /MARSTON MILLS FIRE DISTRICT SUPERINTENDENT 3 DAYS PRIOR TO CONNECTING NEW WATER MAIN TO EXISTING MAIN IN RACEr iNol To v vE W r'A.,� / ER r G R:E E N ;� LANE. I ERVIG TA 2 fltA• fl.I. S I j ME`G AT S�ZV,Ice NI INITAIKI -I- $Uj�•-DI G� c� x -`_ j• G S II I` �l FIRE A R 6YIGE r ps - 4 C, T Z+ 2.9:. E S+tT G• 7 _� �b 8 TYPIG ALL BEN 5 V \ /.• TANdENT'� 5F_A C 9 i 1 (� �\ �\ / f 1�D D TO 8 LAtI'OUT tFJ FI \c-� Qp ✓72 \ \v / sa Z / f1C/ �1,`. 6Y El�Irat ECZ. t►.l \ s y t9 1 1 �I - ,► Q. G to fl; LOGAT D W% MAI AtN ► - RO OTHE S . 2 0 •v ,• R LEGT C Tf=LEP G7 )= -� -� v +8 O � r - --` o 1 C > r _,, 5i"'A�E 5ER r �E Y o o _ c �. C !O � / �, � \� \ � E cor.1 t LA _ N f�cDDf=.t�DUM -- -_ � a 12 \ bN g� # 2 �rO#Z GIo1�iT11I ! 2e + s \ \ a \r,3 .cn�!. ., / I ' - Q �.. _ ,5T ! 12.0 6 , S - --- — W T T I i i.! T �, _ — ( *� , G r 1 , / f l R=5 , G!i Is =, _ 0 (( )r S _ sr I nt(� ✓ 1 RC3 - — - - uJ �, - 0 kOfl R a / - - 1 :- 6 12 VIA D . \tilATE fLL a gyp.` ,. a y,/ RgplUS _ �` 1.C.I� C• •-� C m J _. R=5 (o D I A ATE1Z S s,4 / 7 12- 1 f� .P -- PE > 8 - > do) j t W PAINI-1- 5Tt21 rA NG-i TYI? 1 _ c4 � • e % �: i Q rC. 5-rA.0+5 ( C �``tfPIGAL- R-to v l \ \� 1` �� "� F . _ � � �� j W IB„ 0t50 go ti4 E I R- 2S -„ -- m Z , i__r___ 1 „,,. / - 25 T P. 1 _ . _ _ iq' 21' t9' Y .. L ..:.- =• — �- "" ' 95.E m _ -9 \� a ----- • �, 8 z ~ ' �"' h /. / ' EET . J f . ©+DO �m�—� ` V :. ,� �"� PROSPECT STR m W cA Q R I im ROUTE 1 - r, — -C3 �- co L_— Q Q IZ x 12 xis TEE _ �, r , `-V.J 1�111 ILL F- J z 12 GA'T E vALv Ms -- p cn . N yY t'• Ic , 11 � 0 lZ x lZ x TEE _-i v v t� Iv '6 AA�f'� �/AINE 2- IZ ,4F E5 + v v v iz ti;1 W 1 G • Gar VALv + - < I _ A o +oo S EtaGE cat PAVE NT , CII n T' /\ O ,. ,i , ; `� / �, N 12.755.�4 ', 4, EVIATIONS T- AT cl Fj tTOM OF STEP INV. INVERT B.S. B6 HYD. ARCH. ARCHffECTURAL HYDRANT' 0 �\c IV +4 St-40 IN, B.C. X43OTTOM OF CURB JT. JOINT Ld BOTTOM OF RAMP LB. POUND 0 N, MAX. MAXIMUM SE Big L RNAt# 4 �T!-Ilb SHEtT x F. BASEMENT FLOOR ELEVATIONS CO C. BI UMINOUS CONCRETE MINIMUM OR MINUTE MIN. CENTER LINE 0- 'CATCH BASIN NOTT N.T.S. 0 SCALE c� JL C . F CUBIC FEET O.C. ON CENTER C. CONTROL JOINT P.C. POINT OF CURVATURE mp J. POINT OF REVERSE CURVATURE CEMENT CONCRETE P.R.C. CEM. qC. \ I - 0 D.I. DUCTILE IRON P.T. POINT OF TANGENCY R DIAMETER RADIUS OR RISER DRAWING R.C.P. REINFORCED CONCRETE PIPE REQ'D vv G. ui 1 OTH EE EA, EACH REQUIRED SPEC. SPECIFICATION (S) Z1v E.J.\ EXPANSION JOINT STATION D STA. GREEN F. FLOOR ELEVATION x ", 18TH T TREAD z FAITH 1 0 T F F./E— FIRST FLOOR ELEVATION F04 d.R FINISH GRADE TOP OF CURB T.C. 10 LD I�T CART ROAtt> A-5, T.S. TOP OF STEP GAUGE PL BUILDING' TO OFRAMP GALV. GALVANIZED T.R. TYPIbAL Z) TYP. EF 5W/ F WELDED WIRE FABRIC \515 T C 4 1=012 V) 1,D T U T 0;=,,,t 0) Itev LAVC 'TW IS Al2EA + NX 22 E swim c2j /1:20AD DE LAI OUT IN T IE y c WTIZACTOFl< F= R D P ACTIdE' GREEN NOTES: 1 EXISTING CONDITIONS FROM PLANS PREPARED BY COL -EAST INC., r CtUBHOUSE, NO. ADAMS, MA 01247 DATED AUGUST 1987 FROM AERIAL PHOTOGRAPHY OF MARCH 24,1987. EXISTING SUBSURFACE +0 UTILITY LOCATIONS BY SEA CONSULTANTS INC. AND ARE y SCHEMATIC ONLY. CONTRACTOR SHALL VERIFY ALL EXISTING CLUE5 90 PTIC 6 E -Z SURFACE AND SUBSURFACE CONDITIONS IN THE FIELD PRIOR TO 1151E c co COMMENCEMENT OF CONSTRUCTION. �A �A 19 0 RACTK%E T. Al A 2. CONTRACTOR SHALL NOTIFY THE DIG SAFE CENTER AT N 1-800-322-4844 AT LEAST 72 HOURS (EXCLUSIVE OF WEEKENDS u I � I 1 11 , 17C3 AND HOLIDAYS) PRIOR TO COMMENCMENT OF CONSTRUCTION AS REQUIRED BY MASSACHUSETTS STATE LAW. 3. APPROXIMATE PROPERTY LIMITS SHOWN HEREON WERE TE FF AR main I ST iE EA GRAPHICALLY COMPILED FROM A PLAN TITLED: "PLAN OF LAND OF WILLIAM F. MAKEPEACE, JOHN C. MAKEPEACE, AND CHARLES D. MAKEPEACE, AT THE PLAINS, TOWN OF BARNSTABLE, SCALE: I E srim AND ARE NOT A BOUNDARY LINE INCH = 200 FEET, JUNE 1933 fP1 L) TEM CT Tz> 5r-- RETRACEMENT SURVEY. 4 0 tN- - — 1 1. 11, 1 C,0KTR(> EF- C (r PARKIW rIN F"I -0 1 T A 0 5Tk-. E:.D E3-Y I- I KI F- E L= 4. HORIZONTAL CONTROL POINTS IN FIELD (PK NAILS ON WEST SIDE & A-1 OF RTE 149) ARE SHOWN FOR CONTRACTORS CONVENIENCE TO ho) ESTABLISH AERIAL GRID SYSTEM ONLY. CONTRACTOR'S PRELIMINARY CONSTRUCTION STAKEOUT MUST BE VERIFIED BY THE ENGINEER PRIOR TO APPROVAL OF STAKEOUT. 40 5. VERTICAL BENCHMARK CHISELED"X"ON CAP BOLT OF EXISTING FIRE HYDRANT, NE CORNER OF RACE LANE / RTE 149, ELEV. 93.89. --1 C—Z7 m/T C 0 I Zop 6. BUILDING LAYOUT IS TO OUTSIDE CORNERS OF FOUNDATIONS .;Z, 1-1 T-3 CL (D n u AND SLABS AS APPROPRIATE. SEE ARCHITECTURAL DRAWINGS. FLF-1�,TRIC T-F-L-F- 0�4 GE4Z\/1CF- F-xTr--14D Ftz-o x 1 -57. T 1 SEP,\/ I c F- 7. CONTRACTOR SHALL NOTIFY CENTERVILLE-OSTERVILLE r( otkEtzs P rzox - e, f = F-,-- m /MARSTON MILLS FIRE DISTRICT SUPERINTENDENT 3 DAY PRI R up:tHou E-5�TwEaia" �5T TO CONNECTING NEW WATER MAIN TO EXISTING MAIN IN RACE v 9 -H WA-f5- Slf�-E SHT. E=-I. TIA LANE. V F- TH GREEN N RvLc T W" F-1 TO -�T +zI. IMTAIM F- lau4l FRE R 5E4:?,vI6-p, / Z c 7 to 0", Tyr I ALI-- 1�,E" 5 TAt4dreN /eF-A 7 z C-9 1//0 "4 lay 1,4 -Top, '90An T7--> a L- I I I / I j\0 A1&6�JT I" F=1 cz� E5y A 0 -F W1 MAIW 15 ROAr - - 0 W 'R=5 W 4) OL 1/0 1 vi- 0 CL bv < 7, 7 10 213.79 uj 0 t 'r- T -5TR I I 0-TYr.- 00 cc -7� 0 1 1 - 0 'AN -1 -j C3 WAT P- LL too 12 VIA. N m c - -9 6 0 DIA- 90 C3 > W Lf FE, LLJ -r 5Ts I NoA LrYP. v I PAiW S A. C>+ _j LL, 1*4 8t7- -4, ul 0. -j A. 0+5 \1\1-1 -4 m 0 a z '50 z U.P. 7c>-9& v- 5, m z m TYR . . ........... j w \c'V 0+00 0 PROSI*ECT STREET, 9 m uj ROUTE 149 LL 0 12:1 CiAT I- VA LY M5 0 -Tr z 1;L 12 TF-F- K/6 �11 12.1 & a. &0 AT V--- ^J. 7,0 0-20 C07 6i VAt-V 0 '0 +OC> 8 EO'5"�: or 90 0 -75S - STA - 0 t 00 @1 S D E- JZ, -71 -�)4 I r I I / , . . P,00 AJ-L VALVIE-5 3,1 I-S.4,4 zp F- 7, 1 F— H E- FT Qt 'A 10 'p. K WAI L- i�4 ct T -z Ep Sheet no. 00 File no. I.D. RIM INV.IN INV.OUT CB 1 109.2 - 104.0 CB 2 102.6 - 97.7 CB 3 102.0 - 97.7 CB 4 93.5 - 89.5 CB 5 96.0 - 89.1 CB 6 95.3 - 8.9.1 CB 7 95.7 88.9 88.8 CB 8 98.0 97.0 MH 1 102.0 97.0 96.9 MH 2 103.8 97.4 97.3 MH 3 96.0 88.9 89.0 M H 4 96.7 88.5 88.4 a MANHOLES AND COVERS GRADE CLEAN BACKFfLL FINISHED i MIN 24 DIA BROUGHT UP TO FINISHED GRADE SLOPE Z° MINi i �° (TYPICAL ALL COVERS) 4 0 SCH. 40 PVC » S=0.02 (MIN) 4 0 SCH. 40 PVC „ FINISHED GRAD : S=0.005 -(MIN) O Z D E _ 2 LAYER 1 8 TO � , 4 » � ', FROM 4C17Cr4EN � SLOPE 2� MIN PERF. PVC PIPE 1 -O MIN / I/2 WASHED STONE (MIN) (MIN) �. --•- S=0.005 (MIN) 12"- MIN a BUILDING 4"SCH 40 PVC TYP (MIN) ; o. o o - 9,ao 12 (MIN) N o g a v ( ) / » o o•0 1 / 4 PERT. PVC SCH. 40 to S=0,02 (MIN) / do' (PERFS DOWN) OR of o17 � °p°o APPROVED EQUAL ------ N ago / ! el 1 o�oo oG / `6 3/4 TO 1 1 /2 DOl1t3LE .. • .s�'a 10`F-0 , g opao. WASHED STONE (MIN) SANITARY TEE SANITARY TEE 2--0 6-0 2-0 2 16 0 UI .. Lb ' S W .. ... .. B INCa E >=R f T i 1 (MIN) • . NOT S SCHEDU OF ELEVATIONS ' � SEWER - . �_ SEE LE ELE Ti S �... GREASE TRAP, BELOW FOR PIPE `INVERTS :AND FINISHED DISTRIBUTION 80X LEACHING TRENCH � � � SEPTIC TANK GRADE ELEVATIONS MANHOLE a TYPICAL LEACHING TRENCH -CROSS SECTION SCHEMATIC PROFILE OF SEPTIC SYSTEM N.T.S. \\� \\00 SCHEDULE OF FINISHED GRADE NOTES & SPEC f I CA I I ON S / ELEVATIONS ABovE I / ELEVATION STRUCTURE / I / 1. BENCHMARK SHALL BE SET ON -SITE BY ENGINEER PRIOR TO CONSTRUCTION. TOP OF FOUNDATION 2. FINISHED GRADING SHALL BE COMPLETED IN ACCORDANCE WITH THE / o I15.29 GRADING PLAN. 1000 GAL, 5 MC .ti \�/ BASEMENT FLOOR •- - ti 3. ALL SETBACKS AND CONSTRUCTION SHALL CONFORM TO THE TA /2 AC�SS MKS 1 / INVERT_ OF PIPE AT FOUNDATION K`r✓ -S) 1Z0,O 1Z5.00 REQUIREMENTS OF TITLE 5 AND THE REQUIREMENTS OF THE LOCAL t BOARD OF HEALTH FOR THE TOWN OF BARNSTABLE. i (tS, g�. 4. ALL STONE AROUND THE LEACHING TRENCH PIPES SHALL CONSIST OF a INVERT AT GREASE TRAP INLET N I WASHED STONE RANGING FROM 3/4 TO 1-1/2 INCHES IN SIZE AND BE FREE OF IRON, FINES AND DUST IN PLACE. IT SHALL EXTEND THE / / L INVERT AT GREASE TRAP OUTLET 114.51 = 12S.5o FULL WIDTH OF THE TRENCH, SHALL NOT BE LESS THAN 18 INCHES D -,sox I / DEEP BENEATH THE BOTTOM S / � T - 112.47 EOF DISTRIBUTION PIPES AND SHALL W�ACCES MN /!3 I INVERT A SEPTIC TANK INLET EXTEND AT LEAST TO THE TOPS OF THE DISTRIBUTION PIPES. THE `� o o �'' !N t STONE SHALL BE COVERED WITH AT LEAST A 4 INCH LAYER OF A eV' - ti� INVERT AT SEPTIC TANK OUTLET l l2, 22 ± ((Co.50 WASHED STONE RANGING FROM 1 /8 TO I/Z INCHES IN SIZE, AND BE L09g1 FREE OF IRON, FINES AND DUST IN PLACE. ALL STONE MUST HAVE AREA - / / ' INVERT.AT DISTRIBUTION BOX INLET LESS THAN 0.2 PERCENT MATERIAL FINER THAN A NUMBER 200 SIEVE / AS DETERMINED BY THE AASHTO TEST METHODS T-11 AND T-27 ti Io8 -t2 112150 SMH i \ INVERT AT DISTRIBUTION BOX OUTLET - (LATEST EDITION). THE CONTRACTOR SHALL PROVIDE A GRAIN SIZE /' r7 x Zt ,cp G IN N iNN. 9,1 (2) U 5.70 / ANALYSIS TO THE ENGINEER PRIOR TO PLACEMENT OF THE STONE. / 112,2 INV. ClS t3: D INVERT AT LEACHING LINES '(BEGINNING) 5. ANY SMEARED OR COMPACTED SURFACES OF EACH TRENCH SHALL BE t RAKED TO A DEPTH OF ONE INCH, AND LOOSE MATERIAL REMOVED, / / . / INVERT AT LEACHING LINES END 108.56 _ I l3, O BEFORE THE STONE IS PLACED IN EACH TRENCH. a� ( ) 6. OPEN TRENCHES SHALL BE PROTECTED WITH HAY BALES AND/OR SiLT IV h ELEVATION OF TRENCH BOTTOM . ; a FENCING TO PREVENT SURFACE RUNOFF, SILT, AND DEBRIS FROM ENTERING THE TRENCH. SEE PI.ATy AND DELETERIOUS MA NOTE • / FINISHED GRADE OVER LEACHING AREA S MATERIAL IN AN RESTORE E. OVER - WITHIN PROPOSED LEA SHALL BE LEACHING E-1�1CHES GATGH >3Aslnt 2s M �- I11,111, �N• . 4�; STRIPPED AND REPLACED SAND OR GRAVEL FiLL E nE _ T4 XiST y�U GRA . ,. ° MIN, As d RrG.P. I MATERIA MPI PERCOLADESIGN CRI TION R EFORE AND / (SLOPE�/o i S � I 8. THE MINIMUM DEPTH OF COVER MATERIAL OVER LEACHING .FACILITIES / PR Vt/ELL. SHALL BE 12 INCHES. EARTH MATERIALS USED TO COVER LEACHING _ r PROPOSED USE: COUNTRY CLUB SERVING PATRONS' - 42 SEATS FACILITIES SHALL BE FREE OF FINES, STUMPS AND WASTE CONSTRUCTION MATERIALS. 9. FINISHED SURFACE FOR THOSE LEACHING FACILITIES OUTSIDE PAVED �. ' I - - r•• ; GARBAGE DISPOSAL. ) YES (X) NO AREAS SHALL BE LOAMED 4 INCH MINIMUM AND SEEDED AND CO GAI.. C 5c I '^( ) , � J : i0o .- � % � �-`w Asa � SEPTIC TANK. - GALLON CAPACITY PROVIDED MAINTAINED UNTIL ESTABLISHED. THE TOP OF EACH LEACHING �C hLa F�,rZ AY I RAI �2 /,C� ,BANS L9 DESIGN FLOW REQUIRED - i ��lD F r A��� ,• � / : - � I ES LO - 420 god HELD SHALL BE HAND TAMPED. N LEACHING AREA DESIGN FLOW REQUIRED: 10. THE BOTTOM OF THE LEACHING FACILITIES SHALL BE SET LEVEL FOR 0 3 M� V 42 SEATS x 10 qpd/SEAT = 420gpd USE 500gpd THEIR ENTIRE LENGTH. �! : / U �.. , �. . �l 1. INVERT T V F 1 VER ELE AT10NS OR ALL OUTLETS FROM THE DISTRIBUTION BOX o M� SHALL BE EQUAL. UNUSED OUTLETS, IF ANY, SHALL BE PLUGGED. PROPOSED LEACHING SYSTEM: 12. ALL PIPES LEADING OUT OF THE DISTRIBUTION BOX SHALL BE SET 3 TRENCHES ®2'x2'x16' LEVEL FOR ONE LENGTH. THE INSTALLER SHALL FILL THE DISTRIBUTION BOX WITH WATER PRIOR TO FINAL INSPECTION SO �ti 44' DESIGN PERCOLATION RATE 2 M.P.I. THAT THE LEVEL OF THE PIPES MAY BE ACCURATELY DETERMINED 12 LEACHING SYSTEM CAPACITY: PRIOR TO BACKFiWNG. I / BOTTOM 96 S.F. AREA X 1.0 GAL/SF = -`96 GALS. 13. PERFORATED AND SOLID PVC PIPE AND FITTINGS SHALL BE 71GHT SIDEWALL 192 S.F. AREA X 2.5 GAL/SF _ 480 GALS. JOINTED SCHEDULE 40. • 238 S.F. PROVIDED 576 GALS. 14. MACHINERY WHICH MAY CRUSH OR DISTURB THE ALIGNMENT OF THE IZ `� PIPE IN THE DISPOSAL SYSTEM SHALL NOT BE ALLOWED ON ANY PART / Zak OF THE DISPOSAL AREA. / y 15. THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION BY THE ENGINEER OR BY AN AGENT OF THE BOARD OF LEACHING SYSTEM • GREASE TRAP. HEALTH, AND SHALL REQUIRE THAT SUCH PERSON CERTIFY IN i WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH N.T.S. THE TERMS OF THE PERMIT AND THE APPROVED PLANS. l 16. NO PERMANENT STRUCTURE MAY BE CONSTRUCTED OVER THE LEACHING / / \ o-,•.7.7 FACILITY. 17. TEST. PIT LOGS AND PERCOLATION TESTING WERE PERFORMED BY SEA 7" 1•_0- •" CONSULTANTS INC. ALL PERCOLATION TESTS ARE PERFORMED IN C �- --- ACCORDANCE WITH THE REGULATIONS OF TITLE 5 OF THE Ily s• Z MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE LOCAL BOARD ,�, / > r• OF HEALTH. FOR SOIL TEST DATA SEE THIS SHEET. •_ �• _ SEPTIC 18. S SYSTEM DESIGN t o N 5 0 • • a t. E S TEM DES G IS BASED ON SUBSURFACE SOIL AND / .I C a -o GROUNDWATER CONDITIONS OBSERVED AT THE TEST PIT LOCATIONS I� � LIt1UiD m 1:• 110 (0 J LEVEL ONLY. CONDITIONS MAY VARY AT LOCATIONS NOT INVESTIGATED BY I \ TEST PITS, OR, IN THE CASE OF GROUNDWATER LEVELS, WITH /.. SEASONAL 'FLUCTUATIONS. SHOULD THIS BECOME EVIDENT DURING \-..•.....r..•., i� ._ ..._.,...•,,....r. -.. CONSTRUCTION, THE ENGINEER SHOULD BE NOTIFIED SINCE A 1 REEVALUATION OF THE DESIGN MAY BE NECESSARY. 16' PLAN VIEW • 7_201 1000 ROTONDO GT 6x6-1 SCALE.. 1_ CAPACITY... GALS. MFR., MODEL' No. OR APP. EQUAL 3 4 1 1 2 V0LI5L.E WASKeC1 sTor�4s , _: X :STONE UNDER. _ / / ' (SEE NOTE 7) LOADING. H 20. H 10. STONE AROUND: 374" - 1T 1 2 i0a8L k_ WASE-}eD STot4e (SEE NOTE 1) SPECS.' CONCRETE 5000 p.s.l. 0 28 DAYS STEEL- ASTM A-615 GRADE 60, 1" MIN. COVER OUTSIDE DIMENSIONS: 16 L x 22 W x 2 D lNSiDE DIMENSIONS: 61 x 6TW x 5 D C TA SEPTi NK • SOIL TEST DATA. WALLS TP -1 t12.2. ,TEST PIT __ _suRFncE ELEV. - 1 TP 2 t 1 5 TEST PLT _� SURFACE a.Ev. TEST PIT -'SURFACE EI.Ev. PERCOLATION TEST DATA DATE OF TEST 9_L 2_88 DATE OF TEST s-12-88 DATE OF TEST TEST PiT NO. DATE TOP OF 12. OF WATER RATE MINUTES PER INCH DEPTH FROM TOP OF PIT ELEVATION DEPTH - SOIL DESCRIPTION DEPTH SOIL DESCRIPTION DEPTH SOIL DESCRIPTION 0 - 1.4' 1.4' -,3.6' 3.6 -5.5 2. 5.5' - 12.0' 12.0' Brown, dry, fine to medium SAND, little silt, some roots (TOPSOIL) Red brown dry. fine to medium ' ry� SANG little silt occasional roots :.. trace gravel.. Uqht brown, dry, fine to medium SAND, trace silt, occasional fine gravel. t brown d fine AND .,!Ugh ry, S some silt. Bottom of Excavation at 12.0' 0 - 0.7' 0.7 - 1.8' 1.8 -3.9 3.9' - 1 4' 2 12.4' Brown, dry, fine to medium.SAND, little silt,some roots (TOPSOIL) brown dry. fine to medium - ry SAND little sit occasional roots Light brown, dry, fine to medium SAND, trace coarse sand, silt, little fine to medium gravel. Tan fie AND` little t ,dry, n S I o trace slit, trace coarse sand. Bottom of Excavation at 12.4' 1 1 9/12, 108.2 2 2 9/12 108.6 2 _ ' GROUND WATER RUST DEPTH: NONE ENCOUNTERED ELEV.: STRIP UNSUITABLE MATERIAL TO DEPTH GROUNDWATER RUST DEPTH: NONE ENCOUNTERED ELEV.: STRIP UNSUITABLE MATERIAL TO DEPTH GROUNDWATER RUST DEPTH: ' ELEV.: STRIP UNSUITABLE MATERIAL TO DEPTH WITNESS FOR BOARD OF HEALTH: JERRY DUNNING L 4 , U DISTRIBUTiON BOX. 6 - - - 8" DIA. INLET ,•-0- .. 77 8" DIA. '• .•,. :' OUTLET _ 2 r • 1 t r-s- ,- •. .. .. .. $ LIQUID •..: LEVEL.•.. .- i CROSS SECTION VIEW MFR., MODEL No. ROTONDO 08-9 q OR APP. EQUAL No: OF OUTLETS: 3 PVC INLET TEE: CAPACITY: 2000 GALS. MFR., MODEL No. ROTONDO ST 5.xiq-2. SPECS: CONCRETE 4000 p.s.1- 0 28 DAYS LOADING: H-20• X H-10 STEEL INSiDE'DiMENSIONS: Ir-- ASTM A-615 GRADE 60, 1 MIN. COVER Z'0"Lx 210'W x I=S`D SPECS. CONCRETE INSIDE DIMENSIONS: 5000 p.s.l. 0 28 DAYS ` - STEEL. ASTM A-615 GRADE 60, 10` L. x 5'W.x G'-4" D. 1. COVER VW v c � o o_ L 4NO a v/ = Z N \J L {/l C N 0 S J w Cl)UjC ,U C c. �C 0 IA H V1 ro m� I 1 � U m 76 0 0 z h 0 a 7 a C C C 3 _2 U o U )o °000Q Uj CO cc U LL J O 0 ..J LL CL D U O LLI I- to 1Z J M >^_ 0) � J U U � MM W ii I^ F- C . Z tY Ma W Sheet no. C File no. TEST; PIT_, i SURFACE fir. 99.50 TEST PIT T'-5_ SURFACE ELEv: 103.7 TEST' PIT_ suRFAc> EIEv. PERCOLATION TEST DATA DATE- OF TEST..,,_s,Z1�88 DATE' OF TEST-s/12 88 DATE OF `TEST '— IT N PIT N0. DATE TOP of RAC MINUTES PER INCH M FROM DEPTH FROM' TOP of"PIT VATIATM ELEVATION DEPTH SOIL DESCRIPTION DEPTH SOIL: DESCRIPTION DEPTH SOIL 'DESCRIPTION 0 - 0.3' 0.3' — 2.2' 2.2' — 7.0' 12.3' Dark brown, dry fine SAND, little sit, roots, (TOPSOIL). Brown, dry, fine to medktm SAND. trace sit, occasional roots. Brown to tight brown, dry,` fine to coarse SAND, trace silt, tittle fine to coarse gravel. Below 7.0' trace grovel. Bottom of Excavation O 12.3' 0 — 0.5' 0.5' - 2.3' 2.3' — 10.0' 10.0' Doric brown, dry fine to medium SAND, little spt. roots (TOPSOIL). Brown. ;'dry. fine to medium SAND. trace apt. -occasional roots. Light brown, dry. fine to medium SAND, trace coarse sand fine to coarse grovel and sit Bottom of Excavation 0 10.0' _ 4 9/88 96.0 2.5 5 9/88 # "99.7 2 GROUND WATER RUST DEPTH: NONE ENCOUNTERED _ ELEV.. STRIP UNSUITABLE MATERIAL TO DEPTH GROUND WATER RUST DEPTH: NONE ENCOUNTERED ELEV.. STRIP UNSUITABLE MATERIAL TO DEPTH GROUND WATER RUST DEPTH: ELEV.. STRIP UNSUITABLE MATERIAL` TO DEPTH I Tc- �A 15) 0 RACTI #F-Al AA T6 N (PI r, (P -A 15� / .A Ef, 1 T r aTE PFF AREA I ST �'E R LJOC ION E Isrf" 1puzi rioN 15y�TFEM TYPI L) 17 17 P- 1, SPIVA Y-L L= \00 • 25 FT- y + 46ZR r9TH'GREEN PLANT SCHEDULE SYMBOL. QUANTITY BOTANICAL NAME COMMON NAME SIZE CONDITION . REMARKS AP 11 Acer plantanoides Norway Maple 2"- 2 1/2" cal. B&B 'Emerald Queen' MP 43 Myrica pennsylvanica Northern Bayberry 18" - 24" ht. C.G. MS 3 Malus sargentii Sargent Crabapple 2" - 2 1/2" cal. B&B specimens �Cc 1 Cercis canadensis Eastern Redbud 2" - 2 1/2" cal. B&B specimens 8 Fraxinus americana White Ash V - 2 1/2" cal. B & B IFAZI cv. 'Champaian Count 9 Pinus nigra Austrian Pine 61- 7'ht. B & B PT 16 Pinus thunbergiana Japanese Black Pine 7' - 8' ht. B & B • DR 19 Quercus rubra Red Oak 2" - 2 1/2" cal. B&B matched specimens JSG 45 Juniperus chinensis cv. 'Sea Green' Chinese Juniper 18" - 24" ht. B & B or C.G. 4 1 0 Juniperus chinensis Sargent Juniper 18" - 24" ht. B & B or C.G. ---- ----- cv. 'Saraentii'- TC 33 Taxus cuspidata 'Greenwav " Japanese Speading Yew 2' - 1/2' ht. B & B C P 3 Crataegus phaenopyrum Washington Hawthorne 2" - 2 1/2" cal. B&B single stem specimens CD 23 Cotoneaster dammeri Bea rberry Cotoneaster 12" - 15" spd. C.G.,, collected transplant from iv 26 Juniperus virginiana Eastern Redcedar collected B F- B, mainf, bldg. _site [ z L 0 C > C 32 0 .. 0 3: 0 4) CL 0 CLI I Cl) ul W _ (j) U LL 0 0 LLF V) z IM ( z W -j 0 z z mix IL 0 z 0 z lm I IF 4 %Wj I . INSTALL 4fTALL LCO%-IMT I- - I rQ)0A L 9 r->jCAL- TH I -z &)bo 71 • meet no. C— File no. SIZE OF MAIN IN. 90 DEGREE BEND 45 DEGREE BEND 6 4 2 8 6 3 12 12 7 16 21 12 MANHOLE FRAME AND COVER 1 C Q A OnKI r+AT Kin 1 00300 TVDG R 6 6» =III I�COMPACTED SUBGRA Il Ill IlI i� 4.-0» DE 6 1 1/2" WEARING COURSE 9 16" MASONRY BLOCK III III 1 1/2" BASE COURSE = 3000 P.S.I. 12" COMPACTED SUBBASE COURSE III III CONCRETE NOTES: O c o SUBBASE COURSE 0 0 o 2" DIA. D.I. BLOWOFF W / CAP III 1. MATERIALS AND CONSTRUCTION OF CART PATHS ARE SAME o o o e ° v .ill AS SIDEWALKS, WIDTH VARIES, SEE PLANS p p o 0° O o O O 2" CORPORATION COCK 2. MATERIALS AND CONSTRUCTION OF ALL ROADS AND 0 0 o O� Q - 0 0 O ° III III PARKING LOTS ARE SAME AS ROADWAYS, WIDTHS AND CURB ' ° ° o 0 0 0 I LOCATIONS VARY SEE P 0 O o o O O 45 DEGREE BEND III ::;�•• 6" ::,- III— COMPACTED LAMS _ r ' � .y r•y --_ SUBGRADE 3. MATERIALS AND CONSTRUCTION OF GRAVEL ACCESS ARE III _ _ _ _ _ III SAME AS ROADWAYS WITHOUT BIT. CONC. PAVING OR CURBS, 2" DIA. D.I. PIPE _ _ _ _ _=III WIDTH VARIES, SEE PLANS. MATERIAL & SLOPE VARIES CURB TACK COAT (SEE SPECS.) 12" x 2" TAPPED CAP 18" 0 4 BITUMINOUS CONCRETE CURB 12" WATER MAIN 3 TYPICAL ROAD & SIDEWALK PAVING N.T.S. CONC. PILLED STEEL BOLLAR D N.T.S. - (:D-NOTE: ALL MATERIALS SHALL BE AS SPECIFIED BY THE N.T.S. �+wa. CENTERVILLE / OSTERVILLE FIRE DISTRICT BLOW OFF. 5 -DETAIL CONCRETE SIDEWALK - SEE C_10 BUILDING OR SIDEWALK, SEE PLANS N.T.S. 7 C-10 1" CHAMFER (TYP) 6" X 6" X 2/2 W.W.F. @ MID - DEPTH BROOM FINISH, SEE SPECS. PREFORMED EXPANSION 2 - #5 REBARS, CONTINUOUS n JOINT MATERIAL WIDTH VARIES (SEE C-5) 4 11/2" DEEP x 1/4" WIDE CONTROL 15" 15" C-10 JOINT. SEE C-5 FOR LOCATIONS MATERIAL VARIES TYP. 5" THICK PORTLAND SEE PLANS _ BIT. CONC. PAVEMENT- CEMENT CONCRETE WITH 3/4" AGGREGATE 3000 PSI _ _ _ C _ = = 7 _ _ - - 4 4 s . v 4 4 - p v v v 6"REVEAL i• �• • ;• .. ��. ..�loop 1» li t 4 ,Qa. TYPv v 4 vv COMPACTED cp a1 � 8" GRAVEL - d'4 D 0 1� O Q 00 0:0 . oo. �u p op o o O o O 402 12 O O 6" X 6" X 10/10 W.W.F. AT MID DEPTH O /''''� 0 <✓ Q O COMPACTED 5 6 )SFE PLANS C-10 C-10 -1/2" DIA. SMOOTH BAR DOWELL x Z LONG @ 12" O.C. GREASE ONE END. SET @ MID. DEPTH 1/2" PREFORMED EXPANSION JOINT MATERIAL WITH 1/2" SEALANT • _ N.T.S. • COMPACTED CONCRETE SIDEWALK SUBGRADE N.T.S. EXTERIOR CONC. STEPS &LANDIP4G 6 N.T.S. 2 CONCRETE SLAB -1 CONCRETE ISLAND SEE SHEET S-1 DO NOT PRUNE EVERGREENS WITH -CURB IRONS BIT. CONCRETE PAVING 12" X 3" WIDE WEBBING W/ METAL GROMMETS. PLACE @ 1/2 TREE HEIGHT. ....... ..__. _ 2 STRANDS #12 GAUGE GALV WIRE AT 30 DEGREES FROM _, , , , , , , , , .:.%.,'}.:};:.;::':<.:>::r ;:.'>:?�.'�- . ,�- V THROUGH VERTICAL E L PASS R OU GH GROMMETS ..& TWIST WIRE 4 N010 PIT LINER BEFORE &AFTER WRAPPING AROUND STAKE. X a TENSION WIRE BY TWISTING TO REMOVE SLACK. SEE SPECS. .:•.�?6;r.}yhSr}L: tiiii'r ii:%i?::{;. - SET TOP OF BA SAME RELATIONSHIP LL @TO FINISH " } PEA STONE- .. GRADE AS IT BORE IN THE FIELD. :.:.....::..BACKFILL ffT 6" X 6" MIN.FLAGS :.............. :.::.:.;;ffT 3" WOOD BARK MULCH 1000 GALLON — 3" (MIN.) SAUCER. FORM W/ PLANT MIX ...... . , ... DOUBLE WALLED STORAGE TANKS - FINISH GRADE COMPACTED I ZF PLANTING MIX,12" (MIN.) ALL AROUND io SUBGRADE .... ... :.:.:.:. :.:.:. ;< 36" L X 3" MIN. DIA. KNOTCHED WOOD STAKES SET @ 120 +� _.:. DEGREES (3 REOD.) DRIVE INTO SUBGRADE 30" MIN. @ 30 DEGREE ANGLE. 2" MAX. ABOVE GRADE. z NOTE: CONC. SLABS TO EXTEND 18" MIN. BEYOND TANK REMOVE TOP 1/3 OF BURLAP & ALL NON-BIODEGRADEABLE N ALL AROUND. SLAB LENGTH VARIES, SEE C-2 WRAP & WIRE. T PROVIDE MIN. 4�- 6" CLEARANCE BETWEEN TANKS COMPACT SUBSOIL PEDESTAL TO PREVENT SETTLING. COMPACTED SUBGRADE DECIDUOUS TR FUEL TANK INSTALLATIO 10 8 - EVERGREEN TREE PLANTING N.T.S. N.T.S. � - N.T.S. W " C-10/ \C-1 DO NOT CUT OR DAMAGE LEADER PRUNE PER HORTICULTURAL PRACTICE TO REMOVE DEAD WOOD AFTER ONE GROWING SEASON. 12" X 3" WIDE WEBBING, W/ 1/2" I.D. METAL GROMMETS AT EACH END. 2 STRANDS #12 GAUGE GALV. WIRE. PASS THROUGH GROMMETS & TWIST WIRE BEFORE & AFTER WRAPPING AROUND STAKE. STAPLE WIRE TO STAKE & TRIM ENDS. TENSION WIRE BY TWISTING TO REMOVE SLACK. 2 - 3" MIN. DIA. WOOD STAKES, KNOTCHED FOR WIRE. SET STAKES @ 180 DEGREES, ONE ON WINDWARD SIDE. TREE WRAP FROM BOTTOM W/ 30% OVERLAP. SECURE TOP W/TWINE, 3" WOOD BARK MULCH SET TOP OF BALL @ SAME RELATIONSHIP TO FINISH GRADE AS IT BORE IN THE FIELD. REMOVE TOP 1/3 OF BURLAP & ALL NON- BIODEGRADEABLE MATERIALS & WIRE. 3" MIN. SAUCER, FORM W/ PLANT MIX. PLANT MIX, MIN. 12" ALL AROUND COMPACT SUBSOIL PEDESTAL TO PREVENT SETTLING. COMPACTED SUBGRADE EE PLANTING Z Z w . * . a:,_j _n Z r ry � �r /• J Z m as 0 o z 0.10 � Q a Z � W1,3 aao� � 3 v dl c h m C C 3 Y U U) U) W W c_ U Q U) U) Q Q LL J O O u,i .J Q a. N m V H Q � ' z W z a a 2 uj J � LL IQ- O Z O Z M m N i Sheet no. C 10 File no. f BEVEL TOP & CHAMFER EACH EDGE 1/2". 1/2 DIAM. X 10 GALJ. CARnIAGE DOLTS W/ LOCK WASHERS -- 09-0 UCOUNTERSINKF & HEX N TS. LUSH W/ POST A R t• 1 & RAILS. S. 30" x 30 t a' X 13, 3 -6 SAUCER, FORM W/ PLANT MIX . 2 w _ICN.. AND taouNTlrIo .,unit. voNronr.+ io 8 X 8 WOODEN POST SECTION 020 Or TUC M.D.P.W. STU.:aE •CU. 3" WOODBARK MULCH MOUNTING IICICIIT fOR MnNDICAPF CO .,1GN., 4 PLANT MIX, MIN. 6" ALL AROUND. ` a-_D. .SHALL OC 3•-0•.10 COTTOM. SET SHRUB AT SAME GRADE AS IN NURSERY 41/2. CL U. 2 1/2" O REMOVE BURLAP FROM TOP HALF OF BALL, REMOVE ALL o _ 1 •{ o w NON-BIODEGRADEABLE MATERIALS z CL 4' x 4' PRESSURE TREATED WOOD 'POST 0 0 iV W COMPACT SUBSOIL PEDESTAL TO �, s a o Q PITCH 1' PREVENT SETTLING, 6" MIN. FINISH GRADE_ 0 1: I O 0vv -f-- FINISHED GRADE r` O 0 0 0 •.• EDGE OF PVMT. , i- Ji FINISH CRADE 0 0 COMPACTED SUBGRADE - - - .� - I. - a. I 0 [II IL[ - ll�--i��Ji - 1 f filfl 6 (MIN.) 2500 P.S.I. CONCRETE FOOTING 8 MIN Js I p. CEM. CONC. FOOTING i1 0� L ALL AROUND �r� r NOTES. 1LL COMPACTED SUDCRADEELL UtJ I I I I I I_� IIIII-COMPACTED II , • SUBGRADE 1. ALL WOOD SHALL BE SELECT STRUCTURAL GRADE SOUTHERN rr, II1-ff—YELLOW PINE OR DOUGLAS FIR, S -4-S. d SHRUB PLANTING d 6w MIN. 2. ALL WOOD SHALL BE FULL CELL PROCESS PRESSURE TREATED ==� ' IN ACCORDANCE W/AWPB - LP 33. 1 TRAFFIC SIGNAGE N.T.S. n G N.T.S: 3. SPACE POSTS T - 9" O.C. IN LOCATIONS SHOWN ON PLANS. SECTION 4. RAILS SHALL OVERHANG EDGE OF POST 3" AT ENDS OF GUARD RAIL. nszY LEI C7 sroN E p� M.D: P.v�/, sTD. 3 TIMMER GUARD RAIL 5FECS.5�T M 2.02.3. aA7 —fE N.T.S. =12 (Hsi/). MAX,H�lGHT4FEET 14 P AIN,46e- FILL, GOVGR W/5cmL. RZXTr FRLJWE- PER SPer-t.. SEPARATOR FA3ZIG. eAC KFII•.-L_ TRENC-H W/ PI --ANT W%IX --I TREE TU ?.5E PRCTj F�raD, AND�5F-EP• - FLAGF— ERC6ICN FINISH GRADE SHCOLLAR CON I ROL- 5L AI�l K ET OVER CAULKING COMPOUND it it ll Ii SEEDED AREA . WOOD WEDGES (4) — NOMINAL G x& CP-PAK P -'`MOUTH p4STS. PROVIfl�- ALL WORK TO 3E. Pr.2F•ORM� t�jOIZTiSE FoFZSNUG F ITCF CVm;:ZI._Ai'PEJ7 r2AILS - 6Y HASJP. NO GoM PACT' (ON . AL.. WORD 11O 8E PERFORMED . s .1.. �. SY HAt40- C0Mf7AGT PLANT MIX .. . . e ...... CrSDAi , SPLIT RAI LS W�SG,�R�E� ENDS. _ W Z •i• e W Z _ 1 . ...;. <> ...�.. rEtJGE t✓►AT"1=fZlALS SHf=cL_L_ 8E As MFG D. WAL_POLE r JWITH . �.TAMPED SCREENED DRY YJOl>PWORIG�RS I►J G WAS-POIv; NIA. OR i�PpRC7�/ED ��C.IAL.- I ' A SAND WOODEN SIGN TEXT, SPACING, STYLE FINISH, ETC. TO BE SUPPLIED BY OWNER SUBMIT SHOP DRAWING FOR METHOD OF CONNECTING SIGN TO POST. ALL WOOD SHALL BE SELECT. STAUCTURAL GRADE SOUTHERN YtLLOW PINE OR DOUGLAS FIR, S - 4 - S. ALL WOOD SHALL BE FULL CELL PROCESS PRESSURE TREATED IN ACCORDANCE W/ AWPB - LP 33. CEMENT CONC. FOOTING MIN. 6" ALL AROUND COMPACTED SUBGRADE 4 14 t0 0 C U) O Z CL U CD LU 0 tZ y O 1+1 V L es am c ch 3 0 U cts 0. w 0 � 0 0 0 Q W U) D D O = U U LL J —� c w m CL V H FQ— cn D g 0 Z LU m Q u- O F- cn Z Im O 1-- m Sheet no. C-1 i File no. i c c Z a� . _ , a , ,',' - I� � , , � -� ,I ,�1 I�'� I�� 1I "" �, ,I �1 ".I j 1 �. � . u _: ,-1IL� II u b I 2 Z 1. I I: I. IL:I I 4 II. � I I I I I �1 ," I- :1 IL ,I1IIII ,II "1lLL�-I �I. IIII I II �IrLI �II I1LIII } . 1I . . , "" ,,L 1", -III -�I ,—I1Li,I' �IL ILI ��IL I4 1 I ,I 11I �I �, I I . II .�\IM III � I . , ,. I . I 7 1II�' I.I�I ,,�"1 1 , � ,,I , I I, I � - ." 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