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HomeMy WebLinkAbout1676 FALMOUTH ROAD/RTE 28 - PLANS (2) NOTES: _ 1 PRO PERTY, S _i RECORDED IN BARNSTABLE COUNTY, REGISTRY OF INDEX E OF PLANS o DEEDS BOOK ` 4ZoU o ApUE L T Ak ' OK 2071 PAGE 332 .BOOK. . 2072 PAGE 6, E BOOK 2820 PAGE. 275 BOOK _ 2352 PAGE 316, BOOK 3631 - PAGE 172, BOOK 5013 — PAGE 203, BOOK 1313 — ..PAGE 652, SHEET NUMBER BER TITLE BOOK 4 CREA r 1A SITE PLAN RSHEs _B K 5 79 PAGE 285, AND TOWN OF BARNSTABLE ASSESSORS R oqa PLAT 209, LOTS 3, 4, 12, 96, & 97: 2 a EXISTING CONDITIONS o �� �0 �P a 2. FOR PROPOSED BUILDING DESIGN REFER TO PLANS BY ALGER & _ LOCUS GUNN ARCHITECTS. GRADING, DRAINAGE & ° Q 3 E. UTILITY PLAN RT R0 P1D 3. THERE ARE NO WETLANDS LOCATED WITHIN 100 FEET OF THE N FF s� SITE. , .DANIEL GALLAGHER 4 PROPOSED. LANDSCAPING o ono Po � a AND LIGHTING PLAN 4—PERIMETER AND EXISTING TOPOGRAPHY INFORMATION TAKEN FROM �L,/ 5"PLAN , OF LAND OF - LOTS 3, 4, 12, 96, & 97, PLAT- 209,„ DETAILS ' S � 7 �, PREPARED BY ATLANTIC DESIGN ENGINEERS INC., DATED -••... '`''`�--.. 8'p1 �59„ � 28 FEBRUARY 1989. 1 9.6.7, e CB N FND.) 1 . 5. VERTICAL' DATUM TAKEN FROM DATA PROVIDED BY BAXTER AND FRANK P. WILLIAMS ; .NYE ENGINEERING; �o INC. :AND FIELD LOCATED BY ATLANTIC ---,..� S7 ° 26 DESIGN ENGINEERS, INC. ALL. ELEVATIONS BASED ON THE Z 7 51 ' — ,, BENCHMARK LABELED 51 .74 FOUND ON SITE. Q N F E N86°16 58 E CB o BETTY BROWN TRUST. w 20•42, 106.34' (FND.) -6. PARCEL IS LOCATED IN THE AQUIFER . PROTECTION OVERLAY �. LOCUS MAP DISTRICT AND .FLOOD ZONE C PER F.I.R.M. MAP 250001 0005C (NOT TO SCALE) EXISTING HOUSE 250001 0015C, REVISED 19 AUGUST ' 1985. TO BE CONVERTED 7. PROPERTY IS ZONED 'HB BUSINESS DISTRICT AND RC RESIDENTIAL Q TO PROPOSED LEGEND DISTRICT AS SHOWN ON TOWN OF BARNSTABLE ZONING MAP _Ij RETAIL/OFFICE REVISED 23 JANUAR w SPACE (800 S.F. NI°� ' --� TRAFFIC FLOW DIRECTION Y 1985. �� N 8. EXISTING SITE HAS TWO HOUSES AND APPURTENANT STRUCTURES, Q "-y;- `�� 14E NUMBER OF EXISTING PARKING SPACES � S �� O 78 p� �� PROPOSED ENCLOSED AND UNDEVELOPED LAND. PROPOSED USE IS A COMMERCIAL 57 E DUMPSTER (TYP.) 1 �0 (F 12P SHOPPING CENTER AND/OR OFFICE SUITES. 36' (FND.) NUMBER OF PROPOSED PARKING SPACES 10' RC 0 LINE 9. PROPOSES ENTRANCE/EXIT AND UPGRADING -OF BANK PARKING... _ � � '-- ONING HB HANDICAPPED PARKING SPACE TOWN .. � ..�.IS FROM "SITE PLAN, CENTERVILLE, MASS., FOR JULIE POYANT," �� � 20' MIN. 55 CB � l�1 13 - (FND.) �� / ' 1 UNIT ---_ 5 PAVED STRIPED WALKWAY 988. p ^ PROPOSED ,t CV T� PREPAREDBY AXTER & NYE, INC., DATED 10 FEBRUARY 1 G 10. EXISTING SITE CONDITIONS ARE TO BE VERIFIED 1N THE FIELD PRIOR in o . OPEN SPACE) LOADING •�O- o' PROPOSED ENCLOSED DUMPSTER F EXISTING ,., TO THE PROPOSED BUILDING CONSTRUCTION. ANY EXISTING SEPTIC Q PROPOSED POST OST OFFICE SYSTEM(S) FOR THE . EXISTING. RETAIL MALL 1N THE VICINITY OF THE � z Q DRIVE ��, PROPOSED PLANTER Q lop (FOUND) PROPOSED BUILDING SHALL BE RELOCATED IF S0 ENCOUNTERED. Q ■cB (FND.) CONCRETE BOUND PROPOSED Z 2' 11 . EXISTING POST OFFICE LOCATION FROM. A WORKSHEET PREPARED BY 2. CAPE CODPROPOSED 0 BERM (TYP.) -- BAXTER & NYE, INC.. DATED, 31 JULY 1986, REVISED 18 SEPTEMBER RESTRICTED � DIMENSIONAL * ONAL DATA 1987, w BUILDING ,r 1 /� N 1- SP OPEN SPACE � © ^ AREA i OFFICE REQUIRED 12. ALL PROPOSED SIGNS ARE TO BE GRAPHICAL SIGNS. Z N o 20 MARCEL R. POYANT QU RED PROVIDED �n lop (TYP.) BUILDING a Lj U n o N LOT AREA 40,000 SF 135,945 SF �co 0 6,� 55 S.F. EXISTING Lij Z (6 UNITS EDGE of BUILDING AREA - 19,315 S.F. 11P \ a PAVEMENT SA Q COVERAGE - 13' — --1 9' I-F PROPOSED �� ��. 30% (MAX.) 9.7% (TYP.) PROMENADE BY STRUCTURES PROPOSED > O 3' SIDEWALK -o P PROPOSED CAPE S- � *PARKING — ��- (TYP.) COD BERM (TYP.) 1 SP/200SF 115 125 PROPOSED 2 1 SPC/UNIT OWNER AND APPLICANT: � JULIE M. POYANT �-•� CB lop s" CONCRETE HANDICAPPED 6 (FND.) CUR (TYP.) N�r�N / EXISTING PROPOSED .r /. / INFORMATION ' 282 BARNSTABLE ROAD 13 SPACES IN , THIS AREA ________ — PLANTER / BOOTH LOT FRONTAGE 20 866.47 P.O BOX K (TYP.) wow \NG RESERVED FOR `� �'°' \_ONp HYANNIS, MA _02601 BANK BUILDING PROPOSED N RESTRICTED ,, FRONT YARD 60' (MIN. (508 775 - 0079 SIGN U'- BUILDING LANDSCAPED )ISLAND 1 34.65 AREA / 9� SIDE YARD 20' MIN. PROPOSED ISLAND N06°36"55"E ___ ��NG ( ) 20.00 T'' LEGAL REPRESENTATIVE: WITH SLOPED GRANITE - REAR YARD 20' MIN. CURBING 1 1 1 .89 EXISTING EX`S�v�L�,NG THOMAS GEORGE '~ *PAVEMENT CONCRETE ( ) 55.38 776 MAIN STREET STRIPING APRON HYANNIS (TYP. * EXISTING <1O OVA1�, 1 /8 PARKING 7 YAN IS, MA. 02610 ��► (55 SPACES) 3P TREES SPACES LANDSCAPED 1qE SQ (508) 775 5386 PROPOSED + ISLAND , �� (6.9 TREES) (PROPOSED) ENGINEERS: CURB CUT * TO PROVIDE sP •6� , 0" *PER MORE CONSERVATIVE USE REQUIREMENT (RETAIL ATLANTIC DESIGN ENGINEERS, INC. PAVED EXISTING �„ 25 14E `S SPACE) P.O._ ..BOX 1051 WATERWAY NK 5P MIN. TO EXISTING BA SANDWICH, MA. 02563 * � S.F. � CATCH BASIN OSED 2,240 PROPOSED (508) 888 9282 3 SIDEWALK ----_ , 1 UNIT 5 SIDEWALK ( 6, PROPOSED 'KEEP 17E S86°30'25"W ARCHITECTS: N� RIGHT' SIGN •-► 3, CB (FND,) SQ° >> 509.6 BENCHMARK 5E } I486,03 ELEV. 51 .74 , ALGER & GUNN 'ARCHITECTS 3� PROPOSED'I` 18' 18' `S'�y 4' SIDEWALK 6 30'25"W ASSUMED = 396 MAIN STREET S8 -HYANNIS, MA, 02610 � ._ (SEE NOTE 5) ( ) 2324 T � _ 508 775 -- ��,, - - _ TURN PROPOSED NO SIGN AND LEFDO -NOT ENTER' SIGN — — * ,PROPOSED ISLAND SEE NOTE NO. 9 WITH SLOPED GRANITE CURBING _ WIDE 28 ( 80' )ROADSTATERQUTENOTE. OU TH THIS DRAWING IS INTENDED FOR PERMITTING R 'NO LEFT TURN, C /� LM PURPOSES ONLY SIGN TO BE f� AND IS NOT TO BE USED FOR CONSTRUCTION. ED PROVID —"`.""--- NO LEFT TURN - -- --- SIGN TO BE: PROVIDED (APPROX. LOCATION s. OX. LOCATION Designed by GWW �. �.. ; ; , FILE : 670SITE SCALE �,_.�� . _OWNER AND APPLICANT ■ Sheet of Drawn b Y Gww ,,: . mN, � , SITE PLAN . 3 - - .� 10 11 89. � u, RTE. 28 ENTRANCE, & SIGNS FOR Check 3 O JULIE M . POYANT Checked by JJH. CAP k , ,. A N I , ,FiDESIGN _ 5 GN E 2 s o1- � � ENGINEERS, �o � 89 R c ER S, INC. 0 30 TE. 28 ENTRANCE, & SIGNS Field survey ch � .G.., 282 BARNSTABLE C y k. by . _ R STABt_E ROAD ENTERVILLE - SHOPPING. CENTER 1 5-1 -9 89 ENTRANCE A E ISLAND � JOB NU .. P.O. — NUMBER , BOX 1051 Sandwic , h MA 02563 08 .:5 888 9282 P. Approved b LIC O BOX K APRf , pp Y Date L 11; 1989 NO. DATE REVISION HYA NNIS,I NN S VA 0 CENTERVILL 70. 02 E MASSACHU T _ SE TS i r I LEGEND EXISTING EDGE OF ■ SURVEY MONUMENT FOUND PAVEMENT (TYP.) GV D4 EXISTING WATER VALVE N /F GAS EXISTING GAS VALVE DANIEL GALLAGHER EXISTING FIRE HYDRANT S78°07 �J 5g-E 119 6 a N /F ❑ EXISTING CATCH BASIN sue' 7 "`--. ce FND FRANK P. WILLIAMS M1 . Q EXISTING UTILITY MANHOLE Ca .51 C) N F 71' 26 E N 86'16 58 E c6 , `� EXISTING UTILITY POLE o BETTY BROWN TRUST. j �, 42 � 06.34 FND EXISTING SEPTIC MANHOLE EXISTING UTILITY POLE WITH GUY . WIRE � � ..„. .. —OHW EXISTING OVERHEAD WIRES EXISTING z GAS HOUSE ; UEL EXISTING UNDERGROUND ELECTRIC LINE Ekes /Nc li✓ pRIVEbyAY EXISTING RAIL WALL rO HANDICAPPED PARKING SPACE �-- ,ry to S7 MONUMENTATION _ •O co EXISTING SEPTIC MANHOLE 8.07 57;, (TYP.) E CB-Q- EXISTING TRAFFIC SIGN o �. ^� EXISTING HOUSE 7 70 3 6 FND RC EXISTING COMMERCIAL SIGN ZONING LINE BC i TOWN o N/F FND EXISTING TRAFFIC SIGNAL ON POST _ Ekis BETTY BROWN TRUST LLJ EXISTING WOODEN RAIL FENCE o , �EwgY ExisTING RAID wALL �0, �� EXISTING (TO BE REMOVED) POST OFFICE i EXISTING RAIL WALL :'� co o--- EXISTING WOOD EXISTING EDGE Q o ►� RAIL FENCE CB = OF PAVEMENT (TO BE REMOVED) FND 0 0 Z (TYP.) EXISTING SHED 12 NUMBER OF EXISTING PARKING SPACES CB (To BE REMOVED) \ (� D4 FND ---- --y EXISTING SEPTIC MANHOLE EXISTING PAVEMENT STRIPING �, EXISTING �\\ w - RESTRICTED ARAGE TO `� N /F LLj N O BUILDING E REMOVE ❑ MARCEL R. POYANT z O AREA ZZn EXISTING BUILDINGS O I EXISTING EXISTING COTTAGE .». ..r,. . ,.. ,.._. ,, c0 O - / (TO BE REMOVED) +- HOUSE LL1 z (TO BE EXISTING EDGE OF GAS REMOVED) PAVEMENT (TYP.) S� i EXISTING STRUCTURES TO BE REMOVED 0 Eklsr-lNc pR-I _ �•�- VEIMq- L' ,I EXISTING PVC �O 0 UAL ELECT C f PIPE 2.4 HIGH UEL ASEMENT ` ___ ELECTRIC '' UEL `20. WJ 10, MANHOLE E� �5 0p As U p U E UEL UEL--° —_, O s p ` 10, UEL cns �._. ---' EXISTING EXISTING W FND O AREA // INFORMATION ° ELECTRIC BOX GAS GAS G s / / BOOTH Co Gv GA GV Dscv EXISTING LANDSCAPED ISLAND 9 O 13 EXISTING BITUMINOUS G CONCRETE CURB TYP. EXISTING z EXISTING SEPTIC EXISTING // (TYP.) STOP SIGN EXISTING PVC MANHOLES CONCRETE Bv1LD�NC' EXISTING PIPE 0.4' HIGH APRON RE�A�L 5 3 GRASSED EXISTING I EXISTING ISLAND CONCRETE 14 S (TYP. ° SIDEWALK LANDSCAPED sr� ISLAND .6s�0,, 14 EXISTING EDGE OF EXISTING EDGE OF PAVEMENT (TYP.) PAVEMENT (TYP.) EXISTING .. BANK EXISTING CONCRETE ' - " — PAVEMENT 17 S86`30 25 W SIDEWALK `� STRIPING CB FND. 67 (TYP.) BENCHMARK � 509.63' 97- E)- - — ELEV. 51.74 EXISTING 6, ASSUMED 4 8 ._._.SIGN - �._ EXISTIN� EXISTING BELL TELE (SEE NOTE ON S GIi Sg 30'25"W SIGN TRAFFIC MANHOLE 1� SHEET 1 OF 5) SIGN 0 — 0 EXISTING GRASSED 0 GAS ISLAND (TYP.) EXISTING ON RET BITUMINOUS WIDEC C E CURB (TYP.) 28 (801 EXISTING STATE ROUT GRASSED U TH R O A NOTE: ISLAND F ALM 0 (TYP.) THIS DRAWING IS INTENDED FOR PERMITTING PURPOSES ONLY AND IS NOT TO BE USED FOR CONSTRUCTION. ned b GWW . " Designed y FILE 670EXIST g SCALE OWNER AN P Sheet of m¢� D APPLICANT EXISTING CONDITIONS ■ Drawn by GWW J7 J CI IL • FOR " . 0. JUL1E M . POY 1 A N-T 2 5 Checked b JJH AP 3 C� Y - � p 30 30 0 - C NT V Gin I C DESIGN ENGINEERS INC. E ER ILLE SH OPPING CENTER J 8 2 2 BARNSTABLE ROAD . Field survey chk. b _ JOB NUMBER , Y ....,.�.... P.O. Bo 05Sandwich,` P BO X K A RIL 11 1989 x � 1 MA 02563 rr508`` 888 9282 P.O.LICEN N0:` Date*. , l J Approved b _ Y _N0. DATE REVISION HYANNIS, MA 02601 CENTERV'ILLE MASS C T �7� ��A HUSE TS . TEST PIT N0. TEST PIT NO. 2 DESIGN CRITERIA DEPTH SOIL TYPE ELEVATION DEPTH SOIL . TYPE. . ELEVATION z LEGEND 4 - 0 5 .5 PERC. TEST 54 0 TOPSOIL & TOPSOIL & SYSTEM #1 APPLICATION SUBSOIL SUBSOIL. , P7275 -- 5 1 . 6 155 S.F. OFFICE SPACE OR RETAIL DRY GOODS SPACE G� 2.0 5 2.5 --- 2.0 2 { ) EXISTING WATER GATE VALVE 2. DESIGN FLOW. DQ , ..: * 6 63 GPD ! .4.-0 50.5 4.Q 50 � 6,155 S.F. x 75 GAL./1',000 S.F. 4 1 . U' T �"' A TOTAL 461 .63 GPD PROPOSED GATE VALVE � r MEDIUM 0 MEDIUM TO ►i PERC. 1 RATE < 2.0 COARSE SAND ASSUMED COARSE SAND, 3. SEPTIC TANK SIZE: 1 ,000 GAL. MIN. GAS WITH GRAVEL PERC. MIN./{NCH (WITH GRAVEL 461 .63 GPD x 150% 692.44 GALS.) D4 EXISTING GAS VALVE 0 RATE < 2. MIN. INCH 4. DESIGN PERCOLATION RATE: 2 MIN./NCH SIDEWAL AREA 2.50 GAL. S.F. 14.0' 40.5 12.0' 42 / EXISTING FIRE HYDRANT o BOTTOM AREA = 1 .00 GAL:/S.F: NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 5. LEACHING AREA PROVIDED 1 LEACHING PIT, ❑ EXISTING CATCH BASIN a, PERFORMED BY. ATLANTIC DESIGN ENGINEERS, INC. PERFORMED BY: , ATLANTIC DESIGN ENGINEERS, INC. 6' DIAMETER 4 EFFECTIVE DEPTH, 3' STONE ALL AROUND • ', WITNESSED BY: SIDEW LL AREA = 2 x 3.14 x 6.0' x 4.0' = 150.72 S.F. JERRY DUNNING WITNESSED BY: JERRY DUNNING A , 2 PROPOSED CATCH BASIN WITH LEACHING PIT _ 113.04 S.F. TOWN OF BARNSTABLE TOWN OF BARNSTABLE BOTTOM AREA 3.14 x (6.0 BOARD OF HEALTH BOARD OF HEALTH 6. LEACHING CAPACITY PROVIDED (BY TITLE 5) Q EXISTING UTILITY MANHOLE DATE PERFORMED: 4-11 -89 DATE PERFORMED: 4-11 -89 SIDEWALL CAPACITY = 150.72 S.F. x 2.50 GAL./S.F. = 376.80 GPD �, BOTTOM CAPACITY = 113.04 S.F. x 1 .00 GAL./S.F. = 115,04 GPD � EXISTING UTILITY POLE Q �" �t TOTAL CAPACITY = 376.80 GPD + 113.04 GPD 489.84 GPD I 489.84 GPD > 461.63 GPD (PER TITLE 5) EXISTING UTILITY POLE WITH GUY WIRE ; ;p { SYSTEM #2 OHW EXISTING OVERHEAD WIRES h \ , fi 1 . 800 S.F. OFFICE SPACE OR RETAIL (DRY GOODS) SPACE 2. DESIGN FLOW: -- UEL -- EXISTING UNDERGROUND ELECTRIC LINE °� � I 800 S.F. x 75 GAL./1 ,000 S.F.* = 60 GPD TOTAL = 60 GPD PROPOSED OVERHEAD LIGHT � , 3. SEPTIC TANK SIZE: 1 ,000 GAL: MIN. 1 (60 GPD x ,150% = 90 GALS.) _ GAS EXISTING DWELLING To 4. DESIGN PERCOLATION RATE: 2 MIN./INCH "' 1 PROPOSED WATER LINE o -.! �, BE CONVERTED To , �`W 1 ( SIDEWALL AREA = 2.50 GAL./S.F. , RETAIL/OFFICE SPACE r 1 i I .� BOTTOM AREA 1 .00 GAL./S.F. t / ,'EXISTING RAIL WALL 5. LEACHING AREA PROVIDED: 1 LEACHING PIT G PROPOSED GAS LINE , SYSTEM EPTI 6 DIAMETER, 4 EFFECTIVE DEPTH, 2 STONE ALL AROUND SYSTEM TO BE `� _� �::.,, ,.` ;; �" PROPOSED ENCLOSED � � ., - REPLACED RIM` ELEV. DUMPSTER (TYP.) ` ` SIDEWALL AREA = 2 x 3.14 -x s 5.0' x 4.0' = 12 5.6 0 S.F. --E PROPOSED UNDERGROUND ELECTRIC LINE o 2 49x r ,% f ti , j /F BOTTOM AREA 3.14 x (50 ) 78.50 S.F. 6. LEACHING CAPACITY PROVIDED (BY TITLE 5) 46 -' EXISTING CONTOURS o � 2 54 f SIDEWALL CAPACITY = 125.60 S.F. x 2.50 GAL./S.F. = 314.0 GPD SYSTEM Al BOTTOM CAPACITY = 78.50 S.F. x 1 .00 GAL./S.F. 78.50 GPD _49071", PROPOSED CONTOURS ll TOTAL CAPACITY = 282.6 GPD + 78.50 GPD 392.50 GPD o PROPOSED,1,000 GALLON 'PROPOSED 1 .... , 392.50 GPD > 60 GPD PER TITLE 5 SEPTIC TANK (HEAVY TO / e { ) PROPOSED SPOT ELEVATION DUTY H- 'o LOADING) SEPTIC / EXISTING VENT TYP.) oa ' *PER MORE CONSERVATIVE USE OFFICE SPACE (TY .) PIbPUSErD j POST OFFICE RE S �. HANDICAPPED PARKING SPACE PROP o ED.-- BETA 3 C� °_B / L � ,,,` NOTES: _ TYP,.) 31 %OFFI CE , 1 -�- o ' 3/1`f BULGING I ,' 1 . THIS DRAWING IS INTENDED FOR PERMITTING PURPOSES EXISTING TRAFFIC SIGN Q L� 'r PROPOSE ^`�� ONLY AND IS NOT TO BE USED FOR CONSTRUCTION. -.- i LEACHING RR EXISTING' SYSTEM 1 2. SEE SHEET 5 OF 5 FOR SEPTIC SYSTEM PROFILES. PROPOSED TRAFFIC SIGN &ISTINGrL'L1, PIT,-(TYP.) SEPTIC . C.LI j � ,UTILITY POLE SYSTEM i ._ 3 `. fl-___..._ _ Tp�AND GUY To BE o 3. ALL SEPTIC STRUCTURES TO MEET H-20 LOADING EXISTING COMMERCIAL SIGN PROPosED 8" . !, WIRE TO BE U ! { RELOCATED RE`OVED 1 SPECIFICATIONS. WATER SERVICE FND. ELEV. a TO TIE INTO i GAS PROPOSED COMMERCIAL SIGN _ _ 4. ALL SEPTIC COMPONENTS TO BE INSTALLED IN EXISTING WATER w W I W L 53.0 EXISTING I,, ACCORDANCE WITH STATE ENVIRONMENTAL CODE TITLE LINE ON CAMP �r u; UTILITY POLE ' o OPEECHEE ROAD O I '' XISTING . 1 5 AND GUY 5, AND APPLICABLE LOCAL REGULATIONS' g EXISTING TRAFFIC SIGNAL 11 s p I E ECTRIC PROPOSE6 ? I WIRES TO BE ROB, M HOLE UNDERGROv �K. _ ...RELocATE O 5. TIGHT JOINT (TJ) PIPE TO BE OF SCHEDULE 40, i £� OS D LL th _.___.--_ - ELECTRIC-SERVICE ' 4" DIAM. PVC. UNLESS OTHERWISE SPECIFIED OR EXISTING RAIL WALL ❑ _�.. � .._. ❑ <C GV EL EA.. - ��' AS AUTHORIZED. ALL PIPES TO BE LAID ON A FIRM S -__ o U D4 o woo e' EwT 10'_ : r ° O -' ❑ BASE. TJ PIPES TO BE WATERTIGHT AND TESTED PROPOSED SEPTIC TANK E �E L v �' PROPOSED GAS LINE / CI ` ., L ��M _ // AS SUCH. 10 A ---'`" TO TIE INTO EXISTING / EXISTING 1 O � . t r,:� O GAS LINE / INFORMATION PROPOSED SEPTIC VENT . . XISTING ----, o 0 GAS / \ BOOTH 6• ALL TOPSOIL, BOULDERS AND UNSUITABLE MATERIAL GAS --- ELECTRIC GAS o AS / TO BE REMOVED FROM BELOW AND SURROUNDING t PDX GAS GV EXISTING PVC EXISTING SEPTIC LEACHING AREAS FOR A DISTANCE OF A MINIMUM a PROPOSED DISTRIBUTION BOX -� N �. GV GASGV MANHOLE TO BE __ __ __._._ `l ,l PIPE TO BE _-�- , �`�ADJusTED To -TM EXISTING Sp �, D4 f OF 10 FEET IF SO REQUIRED. BACKFILL WITH CLEAN REMOVED OR - UTILITY POLE - % FILL HAVING A PERCOLATION RATE OF 2 MINUTES / O MATCH PAVEMENT � - PROPOSED LEACHING PIT RELOCATED --li► - AND GUY , �/ 7�7T EXISTING F AS N CESSARY ORES To B EX�5T1�G INCH OR LESS. STOP SIGN - RELOCATED ` BU�LQ�NG-� v\ PROPOSED RESERVE LEACHING PIT .. 1 EXISTING STRIPING SEPTIC PAVEMENT EXISTING �' o / MANHOLE CUT \ CURB r , CATCH BASIN i TO BE USED d TO PROVIDE EXISTING BUILDINGS PavE� Q WATERWAY M \ TO .'EXISTING .__ CATCH BAST - EXISTING EXISTING `'•;, ,,,, � - ..,G d_� EXISTI. -� I PROPOSED BUILDINGS UTILITY \: f 'BANK POLE TO BE O RELOCATED PROPOSED 'KEEP CB (FND.)BENCHMARK RIGHT' SIGN TP 1 ❑ ❑ ELEV. 51.74 i TEST PIT ASSUMED ; EXISTING -�f_� _ = -- --`_ EXISTING (SEE NOTE ON I _. EXISTING BELL TELE SIGN O ` 'O SHEET 1 OF 5) �, TRAFFIC N SIGN MANHOLE PROPOSED D.UMPSTER SIGN l .`P_ROP,O5ED-.�'NO LEFT o GAS TURN SIGN AhD -D0 __.----- D4 _ IGN WIDE) NOT ENTER S 28 (80 ROUT STATEROAD ,. FALU M gq FILE . 670U11L , e of GWW Sh et Designed b OWNER AND ' APPLICANT 9 Y � - GRADING, DRAINAGE & UTILITY PLAN SCALE • Fr 6 _m m FOR Drawn b WW >> � yr 0 G .. ■ , _ 3 10 11 89 R ENTRANCE, SIGNS ,._ ' < , RTE. 28 ENT A CE, & S G S JU I M M . P� 1 N T Re LE A CA 1 30 , Checked b JJH P _ r. _ _ C pVILt SHOPPING . CENTER Y 2 6 01 89 R E: 28 ENTRANCE & SIGNS ENTER L.E (" I �, �,. � � T 282 BARNSTABLE ROAD ain IC 30 0 30 `�,•: �.�. JOB NUMBER S INC. m SIGN ENGINEER DE . 1 5 19 89 ENTRANCE ISLAND - F►eia survey cnk. by . t�,�„ �.�:��� APRIL 11 1989 P.O. BOX K , Li CEI 0. Date V Ip 7 O. DATE REVISION N TE R 6 8 N S 02 0 92 2 AN I MA 508 888 ved b HY 1 V U T P.O. Box 1051 Sandwich MA` Q2563 A ro CENTER ILLE MASSACH SE TS B � � � � PP Y , _ V I a PLANT N SCHEDULE CODE BOTANICAL NAME COMMON NAME QTY. SIZE GROUND COVER SCHRUB Si JUNIPERUS 'SAN JOSE' SAN JOSE JUNIPER 40 2 GAL. r Q SHADE TREE RM ACER RUBRUM RED MAPLE 7 2-2.5' O . v PROPOSED EXISTING VEGETATION IN �_Ij RETAIL/OFFICE THIS AREA TO REMAIN DESCRIPTION OF FIXTURES SPACE (, —TY 4 TAA STYLE SINGLE SHOE-BOX WITH LIGHT SHIELD, 400 WATT HIGH PRESSURE SODIUM ON 25' SQUARE POLE, DARK BRONZE IN COLOR TAA STYLE DOUBLE HEAD SHOE—BOX WITH LIGHT SHIELDS, 2 400 WATT HIGH PRESSURE SODIUM PROPOSED > ON 25 SQUARE POLE, DARK BRONZE IN COLOR LOADING AREA 3 ® WALL PACKS, 250 WATT HIGH PRESSURE SODIUM LOAMED & SEEDED MOUNTED 15' HIGH ON BUILDING AREA RM a EXISTING Q POST OFFICE 0 _ - Q 7 S z qz PROPOSED o LEGEND LOAMEDI -� 1.ca &RSEEEDED RETAIL/ RM OFFICE LIJ o gp I BUILDING o HANDICAPPED PARKING SPACE U o Li Lc_i n ��-� 5' PAVED' STRIP W 3 s ED ALKWAY 0 PROPOSED CAPE COD BERM (TYP.) PROPOSED OVERHEAD LIGHT LOAMEQ_ DDED & SEE c AREA 2 s PROPOSED WALL MOUNTE D LIGHT Q 4 R - MULCH PLANTING BED FOR PROPOSED GROUND COVER ASSORTED PERENNIALS p p,RE RM Si AND ANNUALS (TYP.) —" EXISTING PROPOSED -----INFORMATION - SIGN \_o + PROPOSED STREET TREES EXISTING BOOTH LANDSCAPED ISLAND PROPOSED ISLAND _ WITH SLOPED GRANITE — PROPOSED PLANTER AMED CONCRETE EX�SEXISTING �ING IN(', & SEEDED APRON j A,� e,U1LD RE AREA PAVEMENT STRIPING EXISTING (TYP.) LANDSCAPED ISLAND LIGHTING NOTE EXISTING BANK - LIGHTING INTENSITY - PROPOSED 'KEEP RIGHT' SIGN 25 FOOT POLE 400 WATT PER UNIT 0.5 FOOT CANDLE AT 60 FOOT OUT EXISTING 5 FOOT CANDLE AT BASE SIGN - - f R PROPOSED 'NO LEFT TURN' SIGN AND 'DO NOT ENTER' SIGN - PROPOSED ISLAND NOTES: WITH SLOPED GRANITE WIDE} CURBING 1. THIS WSTATE ROUTE28 (80' DRAWING IS INTENDED FOR PERMITTING PURPOSES NO LEFT TURN' OU TH -ROAD ONLY FALM AND IS NOT TO BE USED FOR CONSTRUCTION.. . SIGN TO BE 2. ALL AREAS DISTURBED DURING CONSTRUCTION ARE TO BE PROVIDED NO LEFT TURN LOAMED AND SEEDED. (APPROX. LOCATION) SIGN TO BE PROVIDED ,. --�- (APPROX. LOCATION) Designed b k FILE 670LDSP SCALE : .w . . �� �, OWNER.. �. 0 ER AND APPLICANT _ Dr wSheet of lei Y os cww w.. ,.I � , LANDSCAPE AND SIGHTING ?lPLAN ; - 3 — 1 89 RTE. FOR E 28 ENTRANCE, Checked _b E & SIGNS JIJLIE M . P Y y ��H,CAP I 0 A N T 4 5 ; DESIG30 N N -ENGINEERS, �.03n IC G( NE ERS INC.( NC. 0 3a ���.� � , m 37 2 6 01 89 RTE. 28 ENTRANCE,_,& SIGNS r- C Field s rve u chk. b __ ,, : .. 28 ENT 2 BARN ER VI L Y Y _ . sTAB LE SH 5 19 89 ENTRAN �� ROAD OPPING C ENT ER- W- 1,1w ,.a.n� CE ISLANDJ N OB U MB R P. E 0. Bax 1051 - a w _ S nd Ich MA 025�3 �508 888 928 2A ` ove - P r d .�}. b IB C LoxAP IL PPDate R 11 19 Y 89 NO D ATEREVISION - HYANN !S MA 0 6 1 2 0CENT RV �o. oz E ILLE MA SSAC UH S T E TS N PRECAST NOTE: TRAP TO BE .INSTALLED 1 P E CONCRETE CATCH BASINS. 4 M(L POLYETHYLENE- .... . ,,._ „ 24 DiAM. :, _. TYPE I--1 BASE COURSE 7 REVEAL ^\ " „ GROUND .COVER 12'Xi 2' MIN. SINGLE SNEET STANDARD 24 „ F•-----•I 6 MAX. 6 6 ., R W COVER 8. RISE / PROJECTION 1-1< 2" BINDER / -VREINFORCED „ / 1-1 2" WEARING ----'' COMPACTED .`. - 2 OF 12 DIA. //,TOP -� BACKFILL SURFACE CONCRETE _ VERTICAL oo.o ~ 16 GA. CORR. 1.-4., --�! CEMENT CURB �4 0 . „ 1-1/2" DIA. o . 4 LAYER OF PIPE HOLES (2 PLCS.)s.-� „ » NOTES: o o -o q o . .. - , .. j oo w .°a 1/8 TO 1/2 Q o Q o Q •e Q q o a ❑ m ❑:off .. . :. a . "o •Qo ,p •oQ - �, Q Q , Q cn �. PEASTONE - CONCRETE: „ q . Q. .a ' � '.�! .. •oo ❑ <t ❑ �11 _ � . . - CONTINUOUS •.�;••� �. 9. 12 GRAVEL SUBBASE � 0 ' •• o, 12 DIA': REINFORCED q Q ,oa a- ❑ _ ❑ . o /!' 4000 PSI 28 DAYS CONCRETE PIPE TO WELD AROUND o- • ;�• o Q• o „ `t v� c� v 1oa�• o.`� STEEL REINFORCED PER A.S.T.M. LEACHING PIT 1 0 JOINT 0 o 'o.. o• �,=--1' . ❑ ❑ / p z ❑ 3/4 1 1/2 DIA. SPEC A-15-57L 4 0- o. WASHED STONE ALL ! /� „ > ❑ 0 ❑ ENTIRE BASIN REINFORCED WITH 12 DIA.- 16 GA o• Q �! * THIS PROCEDURE IS APPLICABLE ONLY IF CURB IS TO BE SET AFTER BASE AND/OR BINDER op AROUND ❑ ❑ 6X6-6 GA. WW CORR. ALUMINUM •� ❑ - ..� L7 1/� � PIPE ELBOW COURSES ARE 1N PLACE, OTHERWISE CEMENT CONCRETE WILL BE ELIMINATED AND GRAVEL IS a ALL UNITS TO BE RATED FOR BROUGHT UP TO BOTTOM OF BASE COURSE. ❑ 0 CEMENT MORTAR 2,--0'. a .o- 06;1 � AASHO H=20 LOADING ALL PIPE CONNECTIONS To BE (TYP.) VERTICAL CURB DETAIL �z 'c_1//1 9/1 //1(-2,-�_ _6' - -2'_`I SECURELY MORTARED IN PLACE (NOT TO SCALE) ' MIN. MIN. TYPICAL PRECAST DRAINAGE LEACHING PIT CATCH BASIN (NOT TO SCALE) CATCH BASIN TRAP DETAIL c (NOT TO SCALE) 2'-0" TYPE "A" 1-1/2" WEARING COURSE { BERM 1-1/2 BINDER CAST IRON LEVEL �ARIES FRAME AND GRATE GUTTER LINE Y SCOPE 3" BRICKS MAY BE USED FOR r * HIEGHT VARIES IT I �' 24"+ 1" GRADE ADJUSTMENTS. X X N o MIN. SQUARE FRAME TO BE SET IN i FOURTH 2' 1 4" BASE I w E= OPENING FULL BED OF MORTAR _ -__ FLANGE 3/4"-- - - 3/4" (�1 a c� WHEN ❑ ❑ ❑ ❑ ❑ ❑ ❑ DLJ •• 12" GRAVEL ►z- oo t< V) " REQUIRED 2 ❑ ❑ ❑ ❑ ❑ - SUB-BASE a 8 MIN. A A 7/8" 8„ ❑ ❑ ❑ (�' ct� o MORTAR ALL JOINTS ❑ ❑ ❑ LJ ❑ ❑ � � � „ 1 1/4 � ❑ D ❑ ❑ ❑ ! THIS DIMENSION VARIES. WITH THE THICKNESS OF THE TOP COURSE AND SLOPE OF SHOULDER d � p 1 Z I _ - 0 v_ a CLEAR Z o _ ! 2 ❑ ❑ ❑ ❑ ❑ o ❑ ❑ BITUMINOUS CONCRETE BERM (TYPE "A") N zo N PIPES TO BE -j' 4, 1/2„ 4. 1/2•, ( } _ 0 O MORTARED INSIDE ( ❑ ❑ ❑ ❑ ❑ NOT TO SCALE to c� v r- AND OUT 1 1/4.> ( SECTION X-X ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 10 _ :- MIN. 0.12 SQ. IN. STEEL Y --J PER VERTICAL FOOT, FOURTH ❑ ❑ ❑ ❑ D PLACED ACCORDING TO FLANGE 8" MIN.- 2 -0• „ AASHTO DESIGNATION WHEN 2' 1 4" min M199 REQUIRED NOTES: SEE TABLE -----! I \ 4" 1. MINIMUM FRAME WEIGHT: 3/4"--� �-'- 3/4" 24 ___-� COMPACTED NATURAL PIPE ` 4 FLANGE - 295 LBS. 2" BACKFILL i -i 3 FLANGE - 265 LBS. _ ___ __� I INSURE FIRM SUPPORT HERE 2. MATERIAL - CAST IRON, / „ _i f a •..�•. - �-- - 6'0" MIN. DIAMETER -- SEE SPECIFICATIONS. 1 2 �l 3. TO BE USED WITH �� 6" MIN. � TRENCH BOTTOM STANDARD GRATES NOTES: TYPE A_1, ,. v• SELECT BEDDING MATERIAL A-3 AND 2' 0„ 21" .\\ %\\ 1. ALL STRUCTURES TO MEET H2O. WHEEL LOAD MASSACHUSETTS '4, 1/2" - 4, 1/2., �\j p. \j _ _.. _ _ I ~• PIPE 2. CATCH BASINS SHALL CONFORM TO CASCADE GRATE. SECTION Y-Y SECTION "A-A' MASSACHUSETTS D.P.W. SPECIFICATIONS, - SECTION 201 UNLESS OTHERWISE NOTED MIN. WEIGHT 215 LB_ \�' \/� �j� INITIAL BEDDING 120' g \� LAYER TAMPED � - DO NOT ALLOW VOIDS BY THE ENGINEER .� CATCH BASIN FRAME �\ . ..;�' � • FOR FIRM • CATCH BASIN GRATE /, • o- • •a �_i� 4" MIN. _ SUPPORT TYPICAL PRECAST CONCRETE CATCH BASIN (NOT To scALE) - ,� ��-�- � \•: TRENCH BOTTOM (NOT TO SCALE) /\/\\ \/i / /\\ ( - (NOT TO SCALE) PIPE SIZE MINIMUM WIDTH MAXIMUM WIDTH (INCHES) EARTH EXCAVATION (INCHES) (INCHES) w a MANHOLES & COVERS AS REQUIRED INLET TEE CUT-OFF ONE FOUNDATION BRING TO FINISH GRADE INCH ABOVE THE OUTLET 24" PC CONC. RISER WITH ELEVATION FINISHED GRADE /COVER TO FINISHED GRADE 1 & 2 18 26 M INVERT MIN. 2% SLOPE / 4 18 27 'A' - 6" SUMP I12, { 6 20 30 10 25 34 S = 2.0% -2.0% --�. - I MIN. „S- H q MIN. 2 LAYER OF 12 30 40 „ „o:o 1/8 TO 1/2 PEASTONE INV. OUT L_� JINV. IN EL E, INV. .OUT ❑ INV. IN ❑ TRENCH, BEDDING & `BACKFILL DETAIL _ I (NOT TO SCALE) `. .B. ,C, DIST. J' INV. 1N -on ❑ ❑ � IN , a 1000 GALLON ,F, BOX I K ❑ c~/> -' ❑ oao (� - 3/4" 1 1/2" DIA. INV. � ❑ Q ❑ -oo� . a d c3 D• SEPTIC TANK ,G, (SEE ,L, + 0 WASHED STONE ALL (HEAVY DUTY THIS _ 4' W o D o0 0 AROUND H-20 LOADING) IS0- SHEET) I ,� •o- ��, :o Kl - . a o,o .00 •o- �(l BOTTOM AT ELEV. E XCA VAT!ON I //�// //�//�// �//�// 6" VERTICAL 155 NOTE: CURB `o (v CLEAN SAND 6' 3, 5" DIA. OUTLETS ----1.75" WALLS � SEPTIC TANK AND DISTRIBUTION BOX BACK-FILL 2" TO BE PLACED ON A LEVEL AND 10.0' 10'- i0.0' „ r 9 12' STABLE BASE. - - - 3 MIN. N C0 6" MIN_ � „ 14,. 2„ MIN. _ 7.5 9' ,� T , ,G, ,H, ,J' ,K, ,L, ,M, _._ 5.5 D E F �1 SYSTEM NUMBER 'A' 'B' 'C' �� - „ o 1 53.00 50.38 50.08 15.0' 49.83 49.79 2.0' 2.0% 49.62 49.50 6.21' 45.50 ��_ 4 2'. 5„ DIA. INLET t 1Q" MIN. MIN. ' l.o% 47.09 47.00 9.30' 43.0o TYPICAL 5 OUTLET DISTRIBUTION BOX DETAIL 2 50.00t 47.75 47.55 1 0.0 47.30 47.26 2.0 (NOT TO SCALE) 1 1 Ll TYPICAL WASTE DISPOSAL SYSTEM DETAIL A T SPECIFICATIONS TYPICAL PARKING LAYOUT * CONCRETE MINIMUM STRENGTH - 4,000 P.S.I. @ 28 DAYS NOT TO SCALE * ., (NOT` TO SCALE) STEEL REINFORCEMENT - ASTM A-615-75, GRADE 60, 1 MIN. COVER FILE 670DTL '� N APPLICANT Designed by : GWW SCALE - OWNER AND DETAIL SHEET sheet of tl Ai FORW 5 5 Drawn b GW ,DS JULIE M . POYANT YChecked b : JJH,CAPCENTERVILLE SHOPPING CENTER Yi JOB NUMBER r 282 BARNSTABLE ROAD INC. 1 89 ENGINEERS T TO SCALE R., . ,. � ,. APRIL 11 9 I - C DESIGN No I� I survey chk. b �d- ' Field u , �. ti �. .�:: P: 0._ BOX Y 670. 02 _ LI - � .� E N0. � DateREVISION CENTERVILLE MASSACHUSETTS ........� - .: �&.. �._ N0. DATE HYANNIS MA 02601 , P.O. 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