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36.106.1 - Mixed Use Development 1-24-08
1 DESCRIPTION PROPOSED EXISTING Drain Manhole w-- Catch Basin DEED BOOK 20644, PAGE 94 Drain Line -- - - Contour - Spot Grade '`.148.00 Top & Bottom of Curb TC=29.00 026.50 Water Line w-- Hydrant DEED BOOK 20644, PAGE 94 Water Gate PLAN BOOK 459, PAGE 28 Telephone Manhole PLAN BOOK 381, PAGE 99' Sewer Manhole Q Sewer line —S Gas Line —G— -- Gas Gate - Overhead Wire PANEL #250015 0005 D Underground Utilities UGE - -- Utility Pole J)( Fire Pull Box 7OX Light Pole MINIMUM FRONT SETBACK Utility Pole / Light "- Utility Pole / Light 25' & Transformer MINIMUM REAR SETBACK Utility Pole / Transformer 624' Utility Pole Sign Vertical Concrete Curb Vertical Granite Edging Bituminous Concrete Curb - Guardrail Fence PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 #44,, #489 28, MAIN WEST YARMOUT MASSACHUSETTS ISSUED FOR PERMITTING LOCUS INFORMATION CURRENT OWNER: CODE REALTY, LLC iTLE REFERENCE: DEED BOOK 20644, PAGE 94 PLAN REFERENCE: PLAN BOOK 459, PAGE 28 PLAN BOOK 381, PAGE 99' ASSESSORS MAP: 36 PARCEL: 104, 105. 106 FEMA FLOOD FEWA FLOOD ZONE DISTRICT- ZONE DISTRICT: ZONE "B & C" 7/2/1992 OVERLAY DISTRICT PANEL #250015 0005 D LOCUS MAP SCAU:: NONE ZONING :I14FORMATION 1 TITLE SHEET 2 EXISTING CONDITIONS PLAN 3 SEPTIC,/PARKING REQ. &NOTES 4 SITE PLAN 5 LAYOUT PLAN 6 GRADING &UTILITY PLAN 7 SEPTIC PLAN S-10 SITE DETAILS I A PREPARED BY: x `ZH BSC OF'kis's MARK D. yam 349 Main Street DiBB Route 28, Unit D CIVIL59 No. 445937 W. Yarmouth, Massachusetts 02673 ?FO/ST EPF�.f'`4 508 778 8919 //Zy/2oa8 JOB NO: 4-9178.00 DWG NO: 5766-04 SHEET 1 OF 10 ZONING BYLAW PROVIDED ZONING DISTRICT 82 COUNTY, STA7E BARNSTABLE CAUNTY, MA MINIMUM LOT AREA 20,000 SF... 209,574 SF. (/- MAXIMUM BUILD:" ; MEGNT 35' OR 20 STORIES 32' OR 20 STORIES FEWA FLOOD ZONE DISTRICT- ZONE C OVERLAY DISTRICT APD; ZONE It MAXIMUM BUILDING COVERAGE 25X BX MAXIMUM LOT COVERAGE 7OX 53X MINIMUM FRONT SETBACK W. 45.7' MINIMUM SIDE SETBACK 25' 76.5' MINIMUM REAR SETBACK 20' 624' 1 TITLE SHEET 2 EXISTING CONDITIONS PLAN 3 SEPTIC,/PARKING REQ. &NOTES 4 SITE PLAN 5 LAYOUT PLAN 6 GRADING &UTILITY PLAN 7 SEPTIC PLAN S-10 SITE DETAILS I A PREPARED BY: x `ZH BSC OF'kis's MARK D. yam 349 Main Street DiBB Route 28, Unit D CIVIL59 No. 445937 W. Yarmouth, Massachusetts 02673 ?FO/ST EPF�.f'`4 508 778 8919 //Zy/2oa8 JOB NO: 4-9178.00 DWG NO: 5766-04 SHEET 1 OF 10 LEGEND 50.9 X SPOT ELEVATION C.B. 0 CATCH BASIN DMH 0 DRAINAGE MANHOLE SMH ® SEWER MANHOLE TMH(D TELEPHONE MANHOLE LP LIGHT POLE UPL# UTILITY POLE / LIGHT UPLT-# UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP jUTILITY POLE W — OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE 0 GMET GAS METER —G— GAS LINE G GAS GATE WG ® WATER GATE — W— WATER LINE iI'F TEST PIT NOTE: WETLAND DELINEATION BY THE BSC GROUP, INC. IN OCTOBER OF 2006. FILED LOCATION OF ALL SITE DATA PERFORMED IN OCTOBER OF 2006 & MAY OF 2007. UNDERGROUND UTILITIES / DRAINAGE INFORMATION IS BASED ON VISIBLE FIELD MARKINGS AND DESIGN PLANS OF RECORD. DIG SAFE TO BE CALLED AT 1 -800 -DIG -SAFE PRIOR TO ANY EXCAVATION / CONSTRUCTION. AL N/F TOWN OF YARMOUTH AIL ff T1P1 AL W AL11110 WF 14 1 trr Ak AL TIP � \ 3ilc � BUILDING '2' WFA DECK AL / / / ,�✓.�-� �R/1N lS o ��`�• 1 B N/F TOWN OF YARMOUTH/ I l i WFC' \ {wF�454 WF#4Z/ WF/43 '1, �� }�' +{ it 155 \ 0001,kVF#4V -WF#4 -j _-t^rl45; \� t `\', t "!`� T3P1 7 • �c ,Vo=/o /1 !./f/,J J �- ��/ i �j/ ��'1 �, t i 1.�T3�3. �. \ , i T2P1�' W\#56 W 46i I i / 1p `•`1I}n 1 `1 1 `tV WF#\ �j4►'t ! t` 1 I � + -.- ! FF 1` i i t , � ''1 1 �IL i (� ��8 �� ' o \ / %f / I ! / D ARE \ 1 1\ N7 2 91 E CONCRETE BOUND j \ f+/%Jf1; ��I �/ �? ! fl �1� ti \� 1 tt� \\ AL FOUND AL AL I AL • ®• _ y„•s WFt3.� // /f f I f d / ` i ! \ I ! i ! WFl6G Ji "i AL 00' RIVERFROtSAL T \\ /•�///I f ff // % .r ' ;' i i !; i / / J / I ' �IifL WF / ///' / ✓ / / \ GRAVEL wFjl62 ` N/F /// / s hok. \ .PARKING ARE/ / I ° f' • J \ 1 I TOWN OF YARMOUTH WF#3 /� ��i // �,►P ry�0� v j too I i `\,. ' i, ' AL y L AIL 'i//e/�\ /� TP#I/% AN63 i b ddl AL /// / i/ �,��,Pe �,e—......` \ �• r91t1° i ,i t; .t t�. 1, i \, �11tL !Ge t�WF#65WWF. �� f1 / j e e i % / �c-���' J � � � `-- \,v�`\ �2.TPi/2 •� c� -� o : \ \ \ \ L � `t !� // 4 x/\\6 3 01 ,IItL AL /�jfi/fi/ i//'/ie/j! /�r�� zs-\� \ \ \\ �' m� \ Ana"j�� \\ \\\\\\\l\\\ `• urn \ ' o�' G //�� oc t LA /\ p6.5 x �} `1 `•� ,��q \\ `\\ \\ \ '\\ WF/3 _ // too' ! 27 - / \ ` TPii3 JWL • l ! I J LP �J J J/ �/ / 0fl / GWE N ,28 \ X i ! f \\� •79UFFdRANDy i / I ;1 I PARKING ARES', \ c ! WF fl I % {� �' i 1 i ii11 GRAVEL\ ff�j JIf/ /� Purnlvc '\ x 3z7`, AL AL/ / ,) ' t It,` t • J /`� GREED # I l / ,J / •�• \ \ , 1 SIJ /Jl �� / _jA \ / / / w17#27 fl ' ,J // / t /. l ®J ° i f l l l . AL CBOV pAVEMENT------- \ L �• SB6*I-rOO W ` -- TOP OF PUTTING i J / e CONCRETE / / FOUND �. illic / /' _ / YYF#2/ / �It/ tiry�r j j / ) / / / ^ 242.80' CONCRETE CONCRETE / wF //77777777d24i/ WfIBOUND P$5�/r l�� e h 'Wy� Irlfr J GREEN j ( ° i e \ \ PAD e e ` EL 23.12 AL AL XF#23. if WFIj20 A WFS21 EDGE OF jL�ND - ✓ I/ / i o ¢.� sts-•.f�i" •,13_�'� = �--"�- r / /•' -` iff fr \� , PUTTING E REITAIN NG WAWOOLLS NT /"WILD ANIMAL GREEN 1 Crt(17k/ ,,G I ! i I 10* PIPE \ DRAINAG / /, 1 \ % LAGOON" j I 1 ELECTRIC x1g� i AREA / /� \ MINIATURE" e 1 COVERS DRAINAG GOLDEN BOY" r , • e� / t \ \ \ 1 BITUMINOUS AREA 18 / I \ \ / \ 18 HOLE / RESTAURANT PAVEMENT .0.. \ / / GOLF COURSE J f 1 RA �GE I \ /J. (J/ \ {INTERIOR POND N ARA1 �•� �' 1 / /, i /\ NOT -\SURVEYED) \/•/ \N `"'\ \\. MULCH ` /- \ 6` = 1 G SHED \ \ \ \ 1 \ ° /l IL N L5 If\ I w a 1 i SYrSTE M i o \ e/CO) LP IW \ s HIGHWAY � �F-\,% \� PAVEMENT BITUMINOUS J� R\ \ PAVEMENT / � - \ if 4 I BITUMINOUS - 1 BOUND FOUND \ \ \` ry d PAVEMENT / C f C. i • \ • LP e i \ \ MULCH �� w \ / Z / \ OH ��T r A MULCH If _MULCH S 1.78 OHW —� f \ V1 \ EM LP vf It 4 _ MI n rH '4 w 18LE WIDTH) \ BOUND FOUND 1,7 7 z A 0 REVISIONS: NO. DATE DESC. J,�W MULCH - J - SC ONC. i' _ \ OF. _- _ u F:�LO PAD 1 r 72 - EXISTING CONDITION, '1gION ,_----- � ROUTE 28 -MAIN S IN WEST YARMOU MASSACHUSET (BARNSTABLE COUN GO APD P3L W�, PREPARED FOR: W O C/O OCEANSIDE CONSTRL 419 RIVER ROAD MARSTONS MILLS, MA 0: RIM _ r 349 Main Street, Unit D - • 508 778 8! Q 2007 The BSC Group, Inc. 17.6 !-- 0 3.75 7.5 15 w IIIIIII 0 15 30 60 n PROD. MGR.: C. FIELD w CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 9178—EXC.DWG DWG. NO: 5766-04 SHEET 2 JOB. NO: 4-9178.00 vo W BENCHMARK TAG BOLT ELEV 2 - /l \ BOUND FOUND 1,7 7 z A 0 REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST PROFESSIONAL KNOWLEDGE, INF( AND BELIEF THAT THE LOT DIMENSIONS AND SETBACKS STRUCTURE AS DETERMINE[ INSTRUMENT SURVEY AND AS SF THIS PLAN ARE CORRECT. OF. a>' u F:�LO No.^J053 g 72 - PROFESSIONAL LAND SURVEYOR EXISTING CONDITION, PLAN OF LA #44, #48. #62 & ROUTE 28 -MAIN S IN WEST YARMOU MASSACHUSET (BARNSTABLE COUN MARCH 16, 200-j PREPARED FOR: CHAD DOE, CODE REAI C/O OCEANSIDE CONSTRL 419 RIVER ROAD MARSTONS MILLS, MA 0: 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8! Q 2007 The BSC Group, Inc. SCALE: 1" = 30' 0 3.75 7.5 15 w IIIIIII 0 15 30 60 n PROD. MGR.: C. FIELD FIELD: D. GAZZOLO / P. HAGIST CALC./DESIGN: K. HEALY DRAWN: K. HEALY CHECK: C. FIELD FILE: 9178—EXC.DWG DWG. NO: 5766-04 SHEET 2 JOB. NO: 4-9178.00 2 BEDROOMS IN 1 APPARTMENT 2 SPACES 615 S.F. OF RETAIL01/200 S.F. 4 SPACES 1 CANDY MAKER & 1 EMPLOYEE 2 SPACES 3 ICECREAM WINDOWS 0 3 PER WINDOW 9 SPACES OFFICE 1640 S.F. 1/200 S.F. 9 SPACES 28 SPACES EXISTING PARKING REQ.: BUILDING 2 4,962 S.F. OF RETAIL/OFFICEOI /2DO 25 SPACES FORMER TREASURE ISLAND WALKING TRAILS 30 SPACES 55 SPACES EXISTING PARKING REQ.: BUILDING 3 18 HOLES OF MINATURE GOLF O 1.5 SPACE / PER HOLE 27 SPACES EMPLOYEES 2 SPACES 29 SPACES BUILDING 1 = 28 SPACES BUILDING 2 = 55 SPACES* BUILDING 3 = 29 SPACES" TOTAL REQUIRED 112 SPACES *(25 FOR BUILDING & 30 FOR WALKING TRAILS) "(1.5 PER HOLE + 2 EMPLOYEES) EXISTING PARKING: TOTAL PROVIDED 105 SPACES NOTE: WHEN BUILDING 1 (ICE CREAM STORE) AND BUILDING 3 (MINIATURE GOLF) IS AT ITS PEAK TIME - WEEKEND TIME - THE OFFICE BUILDINGS WILL BE AT ITS LOWEST AND VISA -VERSA. AS A RESULT SOME OVERLAP OF PARKING SPACES WILL BE POSSIBLE. BUILDING 1 = 22 SPACES BUILDING 2 = 25 SPACES BUILDING 3 - 19 SPACES BUILDING 4 - 39 SPACES TOTAL REQUIRED 109 SPACES AVAILABLE WEEKDAY PARKING: TOTAL PROVIDED 120 SPACES BUILDING 1 = 19 SPACES BUILDING 2 = 25 SPACES BUILDING 3 - 29 SPACES BUILDING 4 - B SPACES TOTAL REQUIRED 81 SPACES TOTAL PROVIDED 120 SPACES P OPOSED PARKING REQ.: BUILDING 1 2 BEDROOMS IN 1 APARTMENT 2 SPACES 615 S.F. OF RETAIL01/200 S.F. 4 SPACES 1 CANDY MAKER & 1 EMPLOYEE 2 SPACES 3 ICECREAM WINDOWS O 3 PER WINDOW 9 SPACES OFFICE 1640 S.F. 1/200 S.F. 9 SPACES 28 SPACES PROPOSED PARKING REQ.: BUILDING 2 4,962 S.F. OF RETAIL/OFFHCE01/200 25 SPACES PROPOSED PARKING REQ.: BUILDING 3 18 HOLES OF MINATURE GOLF O 1.5 SPACE / PER HOLE 27 SPACES EMPLOYEES 2 SPACES 29 SPACES PROPOSED PARKING REQ.: BUILDING 4 6,200 S.F. OF RETAIL/OFFICE01/200 31 SPACES 5 APARTMENTS 8 SPACES 39 SPACES BUILDING 1 = 28 SPACES BUILDING 2 - 25 SPACES BUILDING 3 = 29 SPACES" BUILDING 4 - 39 SPACES TOTAL REQUIRED 121 SPACES **(1.5 PER HOLE + 2 EMPLOYEES) [PROPOSED PARKING: TOTAL PROVIDED 120 SPACES PROPOSED PARKING: BUILDING 4 - NEW MIXED USE BUILDING TOTAL REQUIRED 39 SPACES TOTAL PROVIDED 44 SPACES EXISTING DESIGN FLOW. BUILDING 2 4,962 S.F. OF RETAIL050/1000 250 G.P.D. FORMER TREASURE ISLAND WALKING TRAILS 1.250 G.P.D. 1,500 G.P.D. EXISTING DESIGN FLOW: BUILDING 3 18 HOLES OF MINATURE GOLF 050GAL / PER HOLE G.P.D. 900 G.P.D. SYSTEM 1 = 845 G.P.D. SYSTEM 2 - 1,500 G.P.D. SYSTEM 3 = 900 G.P.D. TOTAL FLOW 3,245 G.P.D. PROPOSED DESIGN FLOW: BUILDING 2 4,962 S.F. OF RETAIL / OFFICE 075 GAL / 1000 375 G.P.D. 375 G.P.D. PROPOSED DESIGN FLOW: BUILDING 3 18 HOLES OF MINATURE GOLF 050GAL / PER HOLE -,%QQ G.P.D. 900 G.P.D. PROPOSED DESIGN FLOW: BUILDING 4 1 6,920 S.F. OF RETAIL / OFFICE 075 GAL / 1000 520 G.P.D. 5 (1) BEDROOM APPARTMENTS 0 110 GPD / BEDROOM 550 G.P.D. 1,070 G.P.D. SYSTEM 1 - SEPTIC REQUIREMENTS IPROPOSFD DESIGN FLOW: BUILDING 1 375 G.P.D. SYSTEM 3 = EXISTING DESIGN FLOW: BUILDING 1 2 BEDROOMS AT110G.P.9. 220G.P.D. 2 BEDROOMS AT110G.P.B. 220 G.P.D. 615 S.F. OF RETAIL050/1000 31 G.P.D. 615 S.F. OF RETAIL050/1000 31 G.P.D. 1 CANDY MAKER & 1 EMPLO15 30 G.P.D. 1 CANDY MAKER & 1 EMPLOI5 30 G.P.D. KIT04EN AREA 51 G.P.D. KITCHEN AREA 51 G.P.O. 3 ICECREAM WNDOWS0130 390 G.P.D. 3 ICECREAM WNDOWS0130 390 G.P.D. (2 SOFT SERVE' MACHINES) (2 SOFT SERVE MACHINES) 1640 S.F. OFFICE 075/1000 123 G.P.D. 1640 S.F. OFFICE 075/1000 123 G.P.D. 845 G.P.D. 845 G.P.D. EXISTING DESIGN FLOW. BUILDING 2 4,962 S.F. OF RETAIL050/1000 250 G.P.D. FORMER TREASURE ISLAND WALKING TRAILS 1.250 G.P.D. 1,500 G.P.D. EXISTING DESIGN FLOW: BUILDING 3 18 HOLES OF MINATURE GOLF 050GAL / PER HOLE G.P.D. 900 G.P.D. SYSTEM 1 = 845 G.P.D. SYSTEM 2 - 1,500 G.P.D. SYSTEM 3 = 900 G.P.D. TOTAL FLOW 3,245 G.P.D. PROPOSED DESIGN FLOW: BUILDING 2 4,962 S.F. OF RETAIL / OFFICE 075 GAL / 1000 375 G.P.D. 375 G.P.D. PROPOSED DESIGN FLOW: BUILDING 3 18 HOLES OF MINATURE GOLF 050GAL / PER HOLE -,%QQ G.P.D. 900 G.P.D. PROPOSED DESIGN FLOW: BUILDING 4 1 6,920 S.F. OF RETAIL / OFFICE 075 GAL / 1000 520 G.P.D. 5 (1) BEDROOM APPARTMENTS 0 110 GPD / BEDROOM 550 G.P.D. 1,070 G.P.D. SYSTEM 1 - 845 G.P.D. SYSTEM 2 = 375 G.P.D. SYSTEM 3 = 900 G_P.D. SYSTEM 4 = 1.070 G.P.D. TOTAL FLOW 3,190 G.P.D. CONSTRUC339N 19TES 1. IN GENERAL, THE PLANS ARE DIAGRAMMATIC AND ARE NOT INTENDED TO SHOW EVERY FITTING, CHANGE IN DIRECTION OR DETAIL OF CONSTRUCTION. 2 THE CONTRACTOR SHALL GIVE ALL NOTICES, COMPLY WITH ALL LAMS AND REGULATIONS. OBTAIN ALL PERMITS NECESSARY, AND PAY ALL FEES ASSOCIATED WITH THE INSTALLATION OF THE WORK. 3. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, SUPERVISION, TOOLS, EQUIPMENT, FUEL, POWER, SANITARY FACILITIES AND INCIDENTALS NECESSARY FOR THE FURNISHING, PERFORMANCE, TESTING, START-UP AND COMPLETION OF THIS WORK. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF PERSONNEL AND PROTECTION OF PROPERTY AT THE SITE ADJACENT THERETO INCLUDING, BUT NOT LIMITED TO. TREES, SHRUBS. LAWNS, PAVEMENTS, ROADWAYS, STRUCTURES AND UNDERGROUND UTILITIES NOT DESIGNED FOR REMOVAL, RELOCATION, OR REPLACEMENT. 5. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION REQUIRED FOR THE INSTALLATION OF THIS WORK. 6. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS AND OF GOOD QUALITY. 7. THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM THE ACCUMULATION OF WASTE MATERIAL AND OTHER DEBRIS RESULTING FROM THIS WORK. S. ALL PAVEMENT MARKINGS, IF ANY, DISTURBED BY CONSTRUCTION SHALL BE RESTORED AS PART OF THIS WORK. 9. THE CONTRACTOR SHALL INSTITUTE ALL SAFETY MEASURES NECESSARY TO PROTECT THE PUBUC SAFETY. THIS SHALL INCLUDE, BUT NOT LIMITED T0, BARRICADES, SIGNS, LIGHTING, FENCES, POLICE DETAILS, AND ANY OTHER MEANS AS DIRECTED. NO TRENCHES ARE TO REMAIN OPEN OVERNIGHT. 10. ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE ONLY AND WERE COMPILED ACCORDING TO AVAILABLE RECORD FROM THE VARIOUS COMPANIES AND PUBLIC AGENCIES. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIELD. BEFORE DESIGNING, EXCAVATING, BLASTING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORATION, REPAVING OR OTHER CONSTRUCTION, ALL UTILITY COMPANIES MUST BE NOTIFIED INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN. SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS. CALL 'DIG SAFE" AT 1-888-•344-7233. BSC ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. BEFORE FUTURE CONNECTIONS, THE APPROPRIATE UTILITY ENGINEERING DEPARTMENTS MUST BE CONSULTED. 11. ALL METHODS AND MATERIALS SHALL CONFORM WITH THE MASSACHUSETTS HIGHWAY DEPARTMENT STANDARDS AND TOWN OF BARNSTABLE REQUIREMENTS. CONTRACTOR TO COORDINATE WITH THE PLANNING BOARD'S AGENT REGARDING CONSTRUCTION INSPECTION REQUIREMENTS. uTIuTY NOTEs 1. PRIOR TO RECEIVING AUTFIORIZATION TO CONSTRUCT, ALL MATERIALS SHALL MEET THE STANDARDS AND RECEIVE SHOP DRAWING APPROVAL, BASED ON MANUFACTURERS DRAWINGS AND OTHER DATA. 2. ALL PROPOSED STRUCTURES, PIPES OR UTILITIES CONNECTING TO EXISTING STRUCTURES, PIPES OR UTILITIES SHALL BE VERIFIED FOR LOCATION AND ELEVATION BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY .DISCREPANCIES NOTED SHALL BE REPORTED TO THE ENGINEER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE RECORDS OF THE LOCATION AND ELEVATION OF ALL WORK INSTALLED. THE CONTRACTOR SHALL PROVIDE THIS INFORMATION TO THE ENGINEER FOR USE IN PREPARING AS-BUILTS. 4 UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS, ALL PROPOSED DRAINAGE PIPES SHALL BE 127 ADS PIPE. 5. ALL DRAIN MANHOLES SHALL BE 4' DIAMETER UNLESS OTHERWISE NOTED. 6. UNLESS OTHERWISE NOTE), ALL EXISTING UTILITIES THAT SERVE EXISTING USES/BUILDINGS, INCLUDING BUT NOT LIMITED TO, DRAIN, GAS, TELEPHONE, CABLE AND ELECTRIC SHALL BE PROTECTED. THESE UTILITIES AND OTHERS THAT SERVE ADJACENT PROPERTIES SHALL REMAIN IN SERVICE THROUGHOUT CONSTRUCTION. 7. ELECTRIC, TELEPHONE, CABLE, AND GAS UTILITY SIZES, AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF THE APPROPRIATE UTILITY COMPANIES. & THIS PLAN HAS BEEN PREPARED AS A SCHEMATIC REPRESENTATION OF THE PROPOSED ELECTRIC, TELEPHONE, GAS MAIN AND WATER SYSTEMS. IT IS NOT THE INTENTION OF THIS DRAWING THAT EVERY DETAIL, DEVICE, ITEM OR PIECE OF EQUIPMENT BE SHOWN. FINAL DESIGN AND APPROVAL MUST BE OBTAINED FROM THE RESPECTIVE UTILITY COMPANIES FOR LOCATION OF TRANSFORMERSti CONDUITS, GAS METERS AND CONNECTIONS TO BUILDINGS. 9. AT THE COMPLETION OF OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING ALL NEW AND EXISTING DRAINAGE STRUCTURES OF SAND, SOL OR OTHER DEBRIS. 10. INSTALLATION AND TESTING OF THE WATER MAINS, SERVICE CONNECTIONS, GATE VALVES/BOXES, HYDRANTS, AND FITTINGS SHALL CONFORM TO THE TOWN OF BARNSTABLE REQUIREMENTS. 11. SIZE OF GAS LINE TO BE DETERMINED BY KEYSPAN GAS. 12. ALL PIPING WITHIN 10' O= THE PROPOSED BUILDING TO BE CAST IRON PER MASSACHUSETTS STATE PLUMBING CODE 13. ALL EXISTING SEPTIC COMPONENTS TO BE PUMPED AND ABANDONED IN ACCORDANCE WITH TITLE 5 REGULATIONS 1. PLAN SHEETS 7 & 8 CONTAIN THE DESIGN AND CONSTRUCTION INFORMATION FOR THE SEWAGE DISPOSAL FACILITY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS. D.EP TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED WAY SHALL BE SCHEDULE 40 OR EQUAL 4. THERE ARE NO KNOWN PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE PROPOSED LEACHING FACILITY NOR ANY KNOWN WELLS PROPOSED WITHIN 150' OF ANY KNOWN LEACHING FACILITY. 5. WITHIN LIMIT OF EXCAVATION REMOVE ALL TOPSOIL, SUBSOIL AND OTHER IMPERVIOUS MATERIAL 6. REPLACE ALL EXCAVATED MATERIAL WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL SHALL NOT BE USED. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN TWO INCHES. A SIEVE ANALYSIS, USING A #4 SIEVE, SHALL BE PERFORMED ON A. REPRESENTATIVE SAMPLE OF FILL UP TO 45 X BY WEIGHT OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE.:"EVE ANALYSES ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF THE FOLLOWING SPECIFICATIONS: 100 X MUST PASS #4 SIEVE (4.75 mm EFFECTIVE PARTICLE SIZE) 10 X-100 X MJST PASS #50 SIEVE (0.30 mm EFFECTIVE PARTICLE SIZE) 0 X-20 X MUST PASS #100 SIEVE (0.15 mm EFFECTIVE PARTICLE SIZE)_ 0 X-5 X MUST PASS #200 SIEVE (0.075 mm EFFECTIVE PARTICLE SIZE) 7. EXISTING UTILITIES WHERE SHOWN IN THE DRAWINGS ARE APPROXIMATE. THE CONTRACTOR SHALL BE RESPON- SIBLE FOR PROPERLY LOCATING AND COORDINATING THE PROPOSED CON- STRUCTION ACTIVITY WITH DIG -SAFE AND THE APPLICABLE UTILITY COMPANY AND MAINTAINING THE EXISTING UTILITY SYSTEM 14 SERVICE. DIG -SAFE SHALL BE NOTIFIED PER THE STATE OF MASSACHUSETTS STATUTE CHAPTER 82, SECTION 409 AT TEL 1-888-344-7233. THE ENGINEER DOES NOT GUARANTEE THEIR ACCURACY OR THAT ALL UTILITIES AND SUBSURFACE STRUCTURES ARE SHOWN. LOCATIONS AND ELEVATIONS OF UNDERGROUND UTILITIES TAKEN FROM RECORD PLANS. THE CONTRACTOR SHALL VERIFY SIZE, LOCATION AND INVERTS OF UTILITIES AND STRUCTURES AS REQUIRED PRIOR TO THE START OF CONSTRUCTION. B. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. A GARBAGE GRINDER IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACIUTY. 9. EXITING INVERTS ARE TO BE CHECKED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 10. THE ENGINEER IS TO BE NOTIFIED OF ANY FIELD CHANGES THAT MAY BE REQUIRED. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION SH OF%GPcs9 c Mla.!;K DIF33 m CIVIL m No. 45937 �9F iSTr-: u Q `SS�OIJAL ENG %��G•vt� /a(.Y!/ /y/ivy MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #449 #48, #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY! BUILDING #4 SEPTIGPARIUNG REQUIREMENTS AND GENERAL NOTES JANUARY 24, 2008 NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 E3 BSC GROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: FILE: DWG. NO: 5766-04 3 OF 10 JOB. NO: 4-9178.00dSHEET 1 i bN RETE I BOUND EL=23.12 I r �7 O D , ISSUED FOR PERMITTING � NOT FOR CONSTRUCTION - ��Ctc9F4lSTEP�'O��i'Q. F�s�ONALd� 'CIO MARK DIBB DATE ` N MIXED USE DEVELOPMENT #449 #489 #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SITE PLAN sa NO. DATE to PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 S C� UROUP 349 Main Street Route 28, Unit D _ BENCHMARK © 2007 BSC Group, Inc. SCALE: 1" = 30' 0 15 30 60 Fw FILE: DWG. N0: 5766-04 SHEET 4 OF 10 JOB. N0: 4-9178.00 TAG BOLT {+$ ELEV r �7 O D , ISSUED FOR PERMITTING � NOT FOR CONSTRUCTION EAS (H OF. S 9C moo`' MARK D. yG CIVIL N No. 4.5937 ��Ctc9F4lSTEP�'O��i'Q. F�s�ONALd� ALI( W /� y�oo S MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #449 #489 #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SITE PLAN JANUARY 24, 2008 R ISMS - NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 S C� UROUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 30' 0 15 30 60 Fw FILE: DWG. N0: 5766-04 SHEET 4 OF 10 JOB. N0: 4-9178.00 4), de WOODED AREA , O• O �- WOODED AREA WJ\ / 40, l PROPOSED 6.920 SIF 1 MIXED USE BUILDING `- �04, , CIMCE AND RESIDENTIAL qt / V\ 1 TOF/SLAB=23.00'.• N i ` .F. 0 F 23.0 = ,ode OP NO 20.0 f do- / / / ? / / ENSTING TREE / gO ® .` EXISTING. TREE LINE • \ o. TO REMAIN (TYP) n 17 �� % WOODED AREA WOODED AREA ` PROPOSEDSTE PAD WITH / �F. j+"Y S"" ENCLOSURE 50' BUFF Rio •�`.� PROPOSED`20' WIDE PAVED ! �,• pRIMAR 1 WETLAND ACCESS DRIVE i{� PROPU /® ' / - R OPOSED RETAINING ©'o, _ - - WALL PRAw .� y `• /�,�P --.._ � CF+ FIELD AV � �• o o g1 \ 4� 0. \, '� PROPOSED TREE (TYP) EJOSrNG WALLS AND WALK �0J EP / o r TO BE REMOVED /oo • �,_ �'�' S86'1T0"W TOP OF CONCRETE NCRETE 0 PROPOSED EMERGENCY moo` BOUND ` RRE ACCESS LANE a EL 23.12 ! cv 'NO PARKING" 'y; ..+ • � � / % „ - ri�47 , X02 • no ;/ `\ i _ .-:�:.:,._ ._._ .._ _ .ice ISSUED FOR PERMITTING NOT FOR CONSTRUCTION ZH OF AR4S Sq0 MARK D. tiG DS+�B m CIVIL No. 45937 QUO 9FGiSTEp'�� PGF2 FrSSeCkEAt Et°6�a 1 L /i;J4U //Zy�zoa 8 MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #44, #48, #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY? BUILDING #4 LAYOUT PLAN JANUARY 24, 2008 NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 DISC GPOUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rtar FILE: DWG. NO: 5766-04 SHEET 5 OF 10 JOB. NO: 4-9178.00 k:�tH OF kq s� sqo goy' MARK D. y� y DIM m CIVIL y No. 45937 �SS�Ot1Al>��' MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #44, #48, #62 & #68 ROUTE 28 - MAIN ST. 1N W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 GRADING AND UTILITY PLAN JANUARY 24, 2008 NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 myUROUPJ-,- D sc ---- 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 nxr FILE: DWG. N0: 5766-04 SHEET 6 OF 10 JOB. NO: 4-9178.00 SOIL TEST PIT DATA: APRIL 25, 2007 0 O 0 0 SEPTIC TANK DETAIL: 3,500 GALLON H-20 0 o 0 0 0 Q 0 0 0 o 0 0 0 0 0 0 =1M°r 0 0 0 2 COMPARTMENT I/A SYSYEM °o . EAS 00 00 ° ° °O 0 ° O NOT TO SCALE "Micro -FAST" SYSTEM PROPOSED TEST PIT - #1 TEST PIT GRD. EL. 21.2 GRD. EL. _02� 21.4 TEST PIT _Q TEST PIT #A GRD. EL, 22.5 GRD. EL. 22.7 18.32 NOTES: 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. 4" INVERT EST. HIGH GW. N/A EST. HIGH GW. 10.8 EST. HIGH GW. N A EST. HIGH GW. N/A INVERTS AT 2. SEPTIC TANK TO WITHSTAND H-20 LOADING 5. INLET AND OUTLET TEES TO BE CAST IRON, SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. BUILDING FILL LOAMY SAND 10YR 3/4 8 LOAMY SAND 19 R EL = 11.7 MEDIUM SAND 10YR 7/4 NO G.WATER 90" 96" 114" FILL LOAMY SAND 10YR 3/4 B LOAMY SAND 1 EL = 13.4 MEDIUM 7/4D DAMP SOIL L L TES TO BE CENTERED UNDER MANHOLE COVER. 3. ALL PIPE CONNECTIONS AND CONCRETE 60" 72" 72- 2-24" DIA CONCRETE MANHOLES CONSTRUCTION SHALL BE WATERTIGHT. B B W/ METAL HANDLES BRIGHT LOAMY SAND LOAMY S/ ND 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE 1 OYS2 698 1 OYR 69S MORTAR. TEE TO BE UNDEROF, 72" EL = 14.0 102" EL = 13.2 114' 96" RM101D MEDIUM 0Y7/4 127" NO G.WATER NO G.WATER " to162" M.H. OPENING, RAISE M.H W,L- �--•- 10'-6" � SEWER BRICK 7- 3- .4'0 DISTRI13UII - •4- DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING FIELD DETAIL: NOT TO SCALE - 2.0' 4.8' 4.0' 4.8. 4.0' 4.8' 4.0' 4.8' 4.0' 4.8' 4.0' 4.8' 4.0. 4.8' 4.0' NO. OF OUTLETS 9 FINISHED GRADE NOTES: 0i0a, o o° o °° ° o o°a o o° 0 0 0 0 TOWABLE +-- 3" WALLS 0 0 0 0° 0 0 0 0 0 0 0 00 0 4 PVC Co 0 0 0 0 0 0 1. DIST. BOX TO WITHSTAND H-20 LOADING o 0 0 2 PROVIDE INLET TEE OR BAFFLE WHERE PIPE 0 0 0 0 0 0 G 0 .V:•4.. �,a: $.•ly:•4.... j: A.:. O O O . O O O O O - O° .O0 0IN PUMPED SYSTEM. 0 0 500 GALLON LEACHING DRYWELLS 000 0 o°o 0 0 o B o o°0 0°,2p» 3, FIRST TWO FEET OF PIPE OUT OF DIST. 00 0 0 0 000 0 0 0 0 0 T� BOX TO BE LAID LEVEL 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 B" 9,5" OUTLETS ` 8" 4, RECOMMENDED MANUFACTURER-ROTONDO 70'4' OR APPROVED EQUAL 4" PVC PLAN VIEW - LEACHING CHAMBERS '' $+ L,t• 5. ALL PIPE CONNECTIONS AND CONCRETE BOTTOM ONLEVEL CONSTRUCTION SHALL BE WATERTIGHT. LOAM do SEED DISTURBED AREAS STABLE BASE 6' MIN. 3/4" TO 1 1/2- CRUSHED 6. FIT BREAKOUT BARRIER SNUG AROUND , 6" MORTAR - ` - CROSS-SECnON STONE BASE D -BOX AND USE EPDXY RESIN FOR WATER 3 MAX. COMPACTED FILL 36" MAXI UM,12"MINIMUM NORMA ATER LEVEL2 - 3- T PRECAST SEPTIC TANK 10" 14" 1 e• INLET TEE O C-1 5'-2. 4 -6" ' 4'-0• MIN. w ow oN 30" 5' ? LIQUID DEPTH) y -8" = =} a 1 p .-- <d:_•:'ss;:fie::::ems-:•::'='::�=::•:�-:• ::., T6- EL = 7.7 162 EL = 9.1 _ 147 EL = 10.0 150 EL = 9.2 "j BOTTOM ON LEVEL STABLE BASE ' 6 3» w DATE: 4/25/07 ncHT sEAL 7. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 36 EFFEC. DEPTH I 111 o ° 0 0pp 0 O 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 Q 0 0 0 o 0 0 0 0 0 0 =1M°r 0 0 0 0 0 0 °o . EAS 00 00 ° ° °O 0 ° O 18.83 C 3/4" - 1 1/2- STONE AT "WASHED 18.32 8'-6" El 4" INVERT AT DIST. BOX (OUT) 18.15 F INVERTS AT LEACHING FACILITY: 4" INVERT AT LEACHING CHAMBERS 17.80 G ELEVATION TEST BY: THE BSC GROUP, INC. WITNESSED BY: PHIL RENAULD PERC. RATE: ASSUME 2 MIN./INCH SOIL EVALUATOR MARK DIBB PLAN VIEWF B 6" MIN. 3/4• TO 1 1/2 STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER INDICATES ESTIMATED / SEASONAL HIGH _` / ' / 6"D A 1000GAL H- NE GROUND WATER BOT'STONE =13.0020 `� W/ �° DESIGN CRITERIA: HIGH GROUNDWATER COMPUTATION INDICATES / r BOT LP=14.00 BASED ON TP#2 �- OBSERVED / I `/ , INV IN=19.00 DESIGN FLOW: 6920 S.F. @ 75 GALLONS DEPTH TO DAMP SOIL 12.3 GROUND WATER t ; / 1000 S.F. INDEX WELL MIW-29 N WATER LEVEL RANGE ZONE C INDICATES 58 / . ' �' - = 1 = 0 G.P.D. CURRENT DEPTHQINDEX WELL(4/07) 7.0 PERC. LEACHING SYSTEM" ' h 5 BEDROOMS @ 110 GPD PER BEDROOM SOIL CLASS: WATER LEVEL ADJUSTMENT 1.7 TEST ; 40' X 26' loe-, RIMS TO.GRADE 1 DEPTH TO ADJUSTED HIGH WATER 10.6 . ' ` INV IN .(TVP.) ,= 16 60 = 550 G.P.D. INDICATES BOT STRUCTURE=11 68 RO ` L.T.A.R. ® BOT SYSTEM -11.18 % UNSUITABLE .►• O , � TOTAL DAILY FLOW = 1,070 GPD 0.74 G.P.D./SQ.FT. MATERIAL • - • ' '� • •v 0 '/� 1 •� 1 REQUIRED SEPTIC TANK: DATUM: - 95 r; '� TBD = TBD GAL. ti ��� Bc= VERTICAL DATUM: N.G.V.D. 1929 % 300 1 SEPTIC TANK PROVIDED: = TBD GAL. • ' BENCH MARK USED: RM- iBENCH MARK SET: TOP OF CONCRETE BOUND = 23.12 �% I ( SIZE OF LEACHING FACILITY REQUIRED: •� / /.. DESIGN PERC. RATE: <2 MIN./ INC -RIM= =20.60 -' ' � H % INV OUT=17.60 / / PROFILE: NOT TO SCALE DMR - �` 1 ' -'- LONG TERM APPL. RATE 0,74 G.P.D/S.F. ` / / 21.50 INSPECTION PORT PER "FAST' REQUIREMENTS /' INV 21(. =17.38 �' 2 5 .00 1,070 GPD + 0.74 GPD/SF = 1,446 S.F. t EL= A FIRST PIPE LENGTH L x STORMCEPTOR ST Ot HEAVY DUTY C.I. COVERS TO BE SET LEVEL / ' INV IN =18.80 • RIM -22.05 SLAB ELEVATION INV IN(C =17.48 / ` •` ., TO FINISHED GRADE FOR MIN. 2' / INV, OUT 0)=17318'- / INV IN 4" Cl .0% 9 OUTLET DIST. BOX SEPTIC TANK W/FAST I/A UNIT INVERT ELEVATIONS: TOP OF FOUNDATION 23.00 4" INVERT AT BUILDING 19.38 E 4" INVERT AT SEPTIC TANK (IN) 19.08 ( 4" INVERT AT SEPTIC TANK (OUT) 18.83 C 4", INVERT AT DIST. BOX (IN) 18.32 E 4" INVERT AT DIST. BOX (OUT) 18.15 F INVERTS AT LEACHING FACILITY: 4" INVERT AT LEACHING CHAMBERS 17.80 G ELEVATION AT BOTTOM OF LEACHING CHAMBERS 15.80 H ADJUSTED GROUNDWATER OBSERVED GROUNDWATER VARIANCES REQUESTED: NONE 10.80 1 9.1 FLOOR PLANS: SEE ATTACHED ARCHITECTURAL PLANS FINISH GRADE / INV a1T=18.93 PR 22 4- PVC SCH 40 �.,. �•'/ 20.60 1 E ER SYSTEM - 70.4'OX 16.5' X Z' / TCS s5 7F LEACHING FACILITY D PROPOSED 6.920 F ' I A ti N +22 30 MIXED USE BUILDI n c n n o 0 0 0 0 0 / r.' ' f / ;/ OFFICE AND RESIDEnAL` AMB C3 0 0 0 0 0 0 0 = 0 % 2t "HDP , o ` BUILDING 0 1 SIDE = 70AIX21X2 + 16.5'X2'X2' =347 S,F. 21.25 TOF SLAB=23.o0� ` BOTTOM = 70,4' X 16.5' =1161 S.F. H LEACHING CHAMBER 00, F. 23.00 RIM=21:25 / o , 1508 S.F. F = 5.0 SEPARATION INV`OUr=19. 10 A ,. 8 S EST. HIGH GROUNDWATER f�,�� DMH c '� 1,50 .F x 0.74 GPD/SF = 1,115GPD C=22.9 m i ' /qo MY IN A 17.90 ' O BC=22.45 If4vNV IN 83117.90 ® �' I'll o / z2o5H $I LOCUS PLAN NO SCALE u /' 21._60 1 C X ®�� �� : t SEPTIC ANK WITH m I i FOR VENT � 0�3�oi 17 , "FAST I SYSTEM >1 Pel aCEI 21.25 a RIM=21.3042 / \ INV OUT=18.3 = PROPOSED D -BOA 1 , \ z E3 N CB •` f Q' / - O •. a N N RIM -21.25 ' \ ¢ < N INV OUT=18.25 • \ P4 n // • / A6�SPT 70. X, 9 = _ ` S �•� _..�. LLO 0 3 / 2 r c=2i io j 1 �' _ _ o LOCUS BSOR S _ a ,r 0 BUFFER 70 WE7LAP D •/ 3 LOWER-/B�T1� 0 t?B a F UPPER/- BOT -25.0 TOP -27.5 r 95 / e ®^..- _ B =22.45 �j •,.\ 6' DIA LPW 2'STONE 't MAIN ST. ,_ ��� ••" O BOT STONE =13.00 Srrl oy AREA BOT RESERVE I _��s. BOT LP=14.00 Ply z P' LOVER - TOP -26.0 INV IN=19.00 £ BOT=23 0 22.50 : 20 /moo UPPER - BOT=27 0 g 22 ` • ` C TOP=29 0 23.00 22.10 /T �C� G w �• p LOWER - TOP=28.0 - C G /o BOT - 240 UPPER - BOT -29.5 / TOP -33.5 �.+ ' G ,- W •_ •..._..�.�.�•_ -� G E G W _-- - S86.17'00"W 25.00 - TOP OF �.' w 242.80' CONCRETE SMH(I4 - 4' DIA BOUND INV IN=16.70 EL=23.12 SMH#3 - 4' DIA. WATER SERVICE INV IN=16.30 INV OUT=16.60 __-,_ PROVIDE 6" FIRE'dc �^ INV OUT=18.20 2" DOMESSTIC SERVICES SMH 2 - 4' DIA, f \ RIM=15.94 - INV IN=15 94 \_ MARK D. D!B3B CIVIL No. 45937 y,/ a //y rays MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #44, #489 #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SEPTIC PLAN JANUARY 24, 2008 PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 INV OUT -15.84 _ - 349 Main Street LOWER - TOP -2 8 Route 28, Unit D � BOT=zoo a: _ ' UPPER -BOP=35 W. Yarmouth, Massachusetts 02673 "WILD ANIMAL 5087788919 V LAGOON" © 2007 BSC Group, Inc. MINIATURE _� +� SCALE: 18 HOLE LOWER - TOP=28.0- , GOLDEN BOY PLAN VIEW 1" = 20 BOTGOLF COURSE UPPER - BOT -28.5 � RESTAURANT SCALE: 1' = 20 FEET 0 10 20 40 TOP=31.0 (INTERIOR 1. ISSUED FOR PERMITTING FILE: NOT `SURVEYED) rl 0 10 20 40 FT. NOT FOR CONSTRUCTION DWG. N0: 5766-04 rro-tea n- __ JOB. NO: 4-9178.00 SHEET 7 OF 10 1 2' TO 4' 5" MIN. BASE DETAILS 5" MIN. 1 1/2' MIN. 3" MIN. (TYP.) JOINT DETAILS :CAST UNIT CRUSHED VE BASE ALTERNATE ECCENTRIC CONE SECTION 24" SQUARE OIN ( iv TYP.) � (TYP.) 48" DIA. MANHOLE ALTERNATE TOP SLAB FRAME AND GRATE PER S 8"� .N ACCESS 8' MUNICIPAL STANDARD ALTERNATE TOP SLAB, T REINFORCED TO MEET HEAVY DUTY C.I. MANHOLE TT H-20 LOADING FRAME & COVER ENGRAVED 1'-0" PER CITY/TOWN SPEC. --SET FRAME IN FULL $ U zSEE BED OF MORTAR 24" MIN. ADJUST TO REQUIRED GRADE 9 1 W/MIN. OF 2 OR MAX. OF 5 2'-10" V-6' BRICK COURSES OR EQUIVALENT Z 1" DIA. DROP DIMENSION WITH REINFORCED Z CI FRONT TYPE a CONCRETE COLLARS. v cFi M.H. STEPS, CORROSION PRECAST REINFORCED CONCRETE f M.H. CONE SECTION RESIST (TYP.) N 0 0 + 8 4-O"*DIA. r2" CLEAR 1. ALL PRECAST JOINTS TO BE 5- MIN. SEALED WITH BUM RUBBER. 2. DESIGN TO CONFORM TO H-20 LOADING. 3. CONTRACTOR HAS THE ° OPTION TO USE ALTERNATE TOP SLAB. IRLdihl DIRECTION OF ACCESS 8' MUNICIPAL STANDARD w 1" PROVIDE 'V' OPENINGS 4" THRU 8' 8" MIN. 10" 1'-0" itMORTAR $ U zSEE ALL JOINTS le• PS, 9 1 BRICKS MAY BE USED 2'-10" V-6' 24' 1'-4' 2'-0" • • 2'-0't 1" FOR GRADE ADJUSTMENTS. FRAME 5' MT;. 5' MIN. 2'-6' MAX e. PIPE OUTSIDE OF PIPE +2" CLEARANCE N W Z DIAMETER IN FULL R 1' COYER DIA. .• TO BE SET 7 EXIST, GROUND :I m w F f. , v CHAD DOE, CODE REALTY BED OF MORTAR. 3 AIN. --II . as . —CEMENT CONCRETE CLASS 'A ' SEE JOINT DETAILS TRENCH #3 BAR (TYP.) SCALE: 1" = 20' (IF REQUIRED) fn 6" MIN LOAM AND SEED SHEET 8 OF 10 PROVIDE "V" OPENING �-1-$3 BAR AROUND OPENINGS WM-1-1/2-PIPE o'v 4'-O"* 1' DIAMETER GROUT ALL AROUND OPENINGS FOR PIPES 18" DIAMETER xwF } OUTSIDE OF PIPE MIN. TO BE PRECAST AND OVER, 1" COVER o w w °a UNSHEETED & 2' CLEARANCE 1-1 2` MIN. / IN RISER SECTION " 12 CRUSHED STONE 1. ALL PRECAST JOINTS TO BE 5- MIN. SEALED WITH BUM RUBBER. 2. DESIGN TO CONFORM TO H-20 LOADING. 3. CONTRACTOR HAS THE ° OPTION TO USE ALTERNATE TOP SLAB. IRLdihl DIRECTION OF FINISH GRADE 1 8" ACCESS 8' K SEE NOTE 5 PAVED N 0 4" THRU 8' w 10" 1'-0" 4 $ U zSEE 10" THRU 16' le• PS, 9 1 TE 2 SEE NOTE 4 2'-10" V-6' 24' 1'-4' 2'-0" FINAL GRADING W-0' 3'-6' 1'-8" FINISH GRADE PAVEMENT AS REQUIRED �/\i�%vii\\/\\% 7 EXIST, GROUND PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 971 e Route 28, Unit D COMPACTED GRAVEL TRENCH WIDTH, Ws OR Wu SCALE: 1" = 20' 0 10 20 40 nw FILE: 6" MIN LOAM AND SEED SHEET 8 OF 10 AS REWIRED D Wu Ws 3 COMMON FILL MATERIAL FINISH GRADE 1 8" ACCESS 8' K SEE NOTE 5 PAVED N 0 4" THRU 8' w 10" 1'-0" 4 $ U zSEE 10" THRU 16' le• PS, 9 1 TE 2 SEE NOTE 4 W FLEXIBLE WATERTIGHT 17 GASKET OR SLEEVE (TYP.) —� DIA. VARIES 1" ° TYP. ° MORTAR ALL JOINTS II r3' MIN. SHELF TO BE BRICK WD \\v\\}\ARCH INVERT TO BE CONSTRUCTED z %(-L NOTE: a FLAT AT A SLOPE OF WITH CLAY BRICK LAID AS "EXTERMINATOR" TRAP �T SPREFORMED HALL FILL A LEAST 75X 5 MIN. I 1'jF00T STRETCHERS AND ON EDGE o ' SEALANT AS SPECIFIED. N RECAST UNIT 12" CRUSHED STONE RICK CHIP AND MORTAR OR + 1' COVER OF JOINT CAVITY. RUBBER 12' CRUSHED STONE CEMENT CONCRETE FILL 5" MIN.— ice- OR 00" RING SET IN RECESS. COMPACTED SUBG RADE SEE BASE DETAILS BASE DETAIL" 12' CRUSHED STONE BASE JOINT DETAILS BASIN PRECAST CONCRETE DMH SANITARY SEWER MANHOLE SCALE: NONE SCALE: NONE \DETAILS\LD\STORM DRAINAGE\DMH'(PRECAST).DWG 11/05 ,DETAILS\LD\SANITARY SEWER\MH (PRECAST) [4 FT).DWG HOT MIX ASPHALT WEARING COURSE 1/2- HOT MIX ASPHALT BINDER COURSE 12" COMPACTED GRAVEL. BORROW BASE (M 1.03.0 C) GATE VALVE SCALE: NONE \DETAILS\LD\WATER\GATE VALVE (WITH-BOX).DWG CAST IRON M RESTRAINED MECH. JOINT FITTING SCALE: NONE \DETAILS\LD\WATER\MJ-RESTRAINED.DWG FORCE MAIN SCALE: 11/05 1 \DETMI NOTES: — 1. ALL SECTIONS SHALL BE DESIGNED FOR H-20 LOADING. 2, COPOLYMER MANHOLE STEPS SHALL BE INSTALLED A7 12' O.C. FOR THE FULL DEPTH OF THE STRUCTURE. 3. ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF BITUMINOUS WATER -PROOFING MATERIAL 4. JOINT SEALANT BETWEEN PRECAST SECTIONS SHALL BE PREFORMED BUM RUBBER. 5, MUNICIPAL STANDARD SEWER MANHOLE FRAME AND COVER SHALL BE SET IN FULL MORTAR BED. ADJUST TO GRADE WITH CLAY BRICK AND MORTAR (2 BRICK COURSES TYP., 5 BRICK COURSES MAX.) 6, 5'-0' DIAMETER FOR ALL MANHOLE DEPTHS GREATER THAN 20 FEET OR WHEN ORDERED BY THE ENGINEER OR FOR INTERIOR DROP CONNECTIONS AND ALL FORCE MAIN CONNECTION MANHOLES. 7. 6' MINIMUM WALL THICKNESS AND 7" MINIMUM BASE THICKNESS WITH 5'-0' DIAMETER MANHOLES. 8. 4"TO 6' VERTICAL SURFACE AT THE TOP OF THE TRANSITION OR CONE SECTION REQUIRED TO ALLOW AIR -VACUUM TESTING OF THE MANHOLE DURING INSTALLATION. 9. MAXIMUM FIRST PIPE LENGTH FROM MANHOLE 3'-0-. 24" DIA. ACCESS °d , .. 48' DIA. MANHOLE ALTERNATE TOP SLAB (STEEL REINFORCED FOR H-20 LOADING) 11/05 CONCRETE BACKING AGAINST UNDISTURBED MATERIAL WATER MAIN d TIE ROD (TYE SPOOL PIECE (RES=JOINT).DWG mmmmffi� NUT & WASHER SOCKET CLAMP MJ GATE VALVE WATER MAIN SCALE: NONE 11/011/05 1 \DETAILS\LD\SANITARY SEWER\PIPE TRENCH.DWG UNDISn EARTH PLAN — TEE AND PLUG IIs+:.9 rol 0 0 2/3 D (8- MIN,) d----{ > // UNDISTURBED '— X EARTH PLAN — HORIZ. AND VERT. BEND rDl TYPICAL SECTION TEES, BENDS AND PLUGS EARTH 11/05 BRAE OF BRAN ADJUSTABLE VALVE BOX PER LOCAL K CROSS COUNTRY PAVED N 0 4" THRU 8' 10" 10" 1'-0" WATER DEPT. STANDARDS 1'-s'10' 10" THRU 16' 1'-0' 1'-6" V-8' 3'-10' 2'-10" V-6' 24' 1'-4' 2'-0" FINAL GRADING W-0' 3'-6' 1'-8" FINISH GRADE PAVEMENT AS REQUIRED �/\i�%vii\\/\\% 7 EXIST, GROUND PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 971 SURFACE Route 28, Unit D COMPACTED GRAVEL TRENCH WIDTH, Ws OR Wu SCALE: 1" = 20' 0 10 20 40 nw FILE: 6" MIN LOAM AND SEED SHEET 8 OF 10 AS REWIRED D Wu Ws 3 COMMON FILL MATERIAL DIAMETER OF PIPE UNSHEETED SHEETED (SEE SPECIFICATIONS FOR p COMPACTION REQUIREMENTS) /v 12' AND SMALLER 3'-0" 4'-2' 3'-2" 4'-4" SHEETING, IF USED, SHALL BE LEFT 18 3-6' 4-8 , —ft/2 W9/2 IN PLACE, BELOW 12" ABOVE PIPE zi CROWN, EXCEPT WHERE OTHERWISE 21' 3'-10" 5'-0' 6" GATE VALVEiv INDICATED OR DIRECTED 24" 4'-2" 5'-4" M.J. FITTINGS (TYP.) �i COLOR -CODED WARNING TAPE PLACED FULL OF TRENCH 27" 4'-6" 5-8" LENGTH 30" 4'-10' 61-00 OF NARROW TRENCH LIMIT _UNE 36" 5'-6" FOR PVC PIPE 3/4" CRUSHED STONE SHALL BE 6' MINIMUM IN LEDGE PLACED AGAINST UNDISTURBED SIDES AND 42' 6'-2" T-4' ° BOTTOM OF TRENCH TO 6" ABOVE THE CROWN 48' 6'-10" 8'-0' CONCRETE SUPPORT ` ' PAYMENT LIMITS FOR OIRMAL EXCAVATION TRENCH WIDTH DATA ROCK EXCAVATION PIPE FOR RC/HDPE/DI PIPE, 3/4GRAVEL OR CRUSHED STONE SHALL BE PLACED EXCAVATION EXCAVATION AGAINST UNDISTURBED SIDES & NDISTUREIED MATERIAL IN LEDGE IN EARTH BOTTOM OF TRENCH TO MID -DIAMETER OF PIPE CONCRETE BACKING AGAINST UNDISTURBED MATERIAL WATER MAIN d TIE ROD (TYE SPOOL PIECE (RES=JOINT).DWG mmmmffi� NUT & WASHER SOCKET CLAMP MJ GATE VALVE WATER MAIN SCALE: NONE 11/011/05 1 \DETAILS\LD\SANITARY SEWER\PIPE TRENCH.DWG UNDISn EARTH PLAN — TEE AND PLUG IIs+:.9 rol 0 0 2/3 D (8- MIN,) d----{ > // UNDISTURBED '— X EARTH PLAN — HORIZ. AND VERT. BEND rDl TYPICAL SECTION TEES, BENDS AND PLUGS EARTH 11/05 BRAE OF BRAN J K L M N 0 4" THRU 8' 10" 10" 1'-0" 2'-0" 1'-s'10' 10" THRU 16' 1'-0' 1'-6" V-8' 3'-10' 2'-10" V-6' 24' 1'-4' 2'-0" 2'-6' W-0' 3'-6' 1'-8" TEES AND PLUGS BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM• UNDISTURBED SOL PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKIS POURED BEHIND 3 -WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHAD_ COVER PIPE JOINTS, FITTING JOINT'S, BOLTS OR HYDRANT DRAINS. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 1 1149,5 90 & 45 BENDS 1 22 1/2 & 11 1/4 D 4"TO8'IWT016 MARK DIBB DATE 24' 'TO 8 10'7016' 24" X V-8" 3'-4' 3'-6 1'-4' MASSACHUSETTS (BARNSTABLE COUNTY) Y 1'-2' V-8" 2'-4 1'-O' 1 1'-2' 2'-4" BENDS NOTES: 1. PROVIDE CONCRETE THRUST BLOCKS AT ALL BENDS, DEAD ENDS, & TEES UNLESS OTHERWISE DIRECTED. CONCRETE FOR ALL THRUST BLOCKS TO BE PLACED AGAINST FIRM• UNDISTURBED SOL PROVIDE APPROVED ANCHOR HARNESS RODS & SOCKET CLAMPS AS SPECIFIED & IN ACCORDANCE WITH PIPE MANUFACTURERS RECOMMENDATIONS WHERE SOIL HAS BEEN DISTURBED OR THRUST BLOCKS CANNOT BE USED, AS DIRECTED BY THE ENGINEER. 2. ALL SOCKET CLAMP METAL SHALL BE COATED WITH BLACK ASPHALTUM OR OTHER WATER DEPARTMENT APPROVED COATINGS. 3. CONCRETE THRUST BLOCKIS POURED BEHIND 3 -WAY TEE & HYDRANT SHOE TO BE USED WITH SOCKET CLAMPS. 4. NO CONCRETE SHAD_ COVER PIPE JOINTS, FITTING JOINT'S, BOLTS OR HYDRANT DRAINS. ISSUED FOR PERMITTING NOT FOR CONSTRUCTION 1 1149,5 OF ALISS o 't -S A o' MARK D. sG g DIES m CIVIL N No. 45937 .o FSSIONAL A2 e2 & MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #449 #48, #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SITE DETAILS JANUARY 24, 2008 NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 971 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 nw FILE: DWG. NO: 5766-04 SHEET 8 OF 10 JOB. NO: 4-9178.00 4•-0" BRISTLE -BROOM 1 FINISHFINISH GRADE a 1-- A 1.5X* MIN. 6"x 6"-10/10 a� M LDED WIRE T/T\ B" COMPACTED GRAVEL BORROW BASE (M 1 03 0 C)' (-� A CONCRETE WALK 1/2" PREFORMED JOINT FILLER d_ e. END W.W.M. 2" CLEAR OF EXPANSION JOINT EXPANSION EXPANSION J�NT — SECTION A—A— SEC�ON A—A CONTROL/EXPANSION JOINT SPACING WIDTH CJ EJ 4 5 25 5 5 25 6 6 —F4'-- 47 7' 5 28 8 4x4 24 9' 4.5'x4.5' 27 10 Fx-5,77-33771 DESC. CJ= CONTROL JOINT EJ-- EXPANSION JOINT i NO. WALK TO 6" THICK IF SUBJECT TO VEHICULAR LOAD. 2. PROVIDE EXPANSION JOINTS \/ r . 20 FT O.C. WITH PRE- B SERVICE CONNECTION AT MIN SDR 35 PVC MIN SLOPE 2% AND \/ MOULDED JOINT FILLER. SEWER MAX SLOPE 5X UNLESS \ 3. PROVIDE CONTROL JOINTS AT OTHERWISE DIRECTED \j 5' O.C. END PLUG BY THE ENGINEER 4. PROVIDE BROOM FINISH IN �\ DIRECTION PERPENDICULAR TO ArY-BRAN 2' MIN. BEND A CURB. E AS REWIRED) LB _ 5. CONCRETE SHALL BE 4,000 PSI -TYPE II. SEWER MAIN *6. CONSTRUCTION TOLERANCE = 0.5X. EXPANSION JIONT NOTES: 1. EJ AT ALL INTERSECTIONS WALKS -EVENLY SPACE CJ BETWEEN EJ. 3r 2. EJ ALONG ALL RETAINING WALLS, STRUCTURES, HANDICAP RAMPS, LIGHT BASES, BENCHES ETC.. USE REMOVABLE PVC SPACER & BUILDING SEWER SERVICE CONNECTION SILICONE JOINT FILLER. SCALE: NONE 3. ALONG GRANITE CURB PROVIDE BpUr& Spp1gk&XEL8SM)PITEeNM(4MIGM ✓I.IQWLDING).dwg POLYETHYLENE BOND BREAKER & TOOL EDGE JOINT. CONCRETE WALKWAY SCALE: NONE \DETAILS\LD\SIDEWALKS & PATHS\WALK (CONC) (EXPANSION JOINT).DWG [CONDUIT TO BE LOCATED PRIOR TO PLACEMENT OF NISH TO CONCRETE BE BRUSHED 2" MIN. 8" 6"x6" 010 CLEAR (TYp) WARE MESH 2" e < d 'CO NO..SLAB 3000 PS CONC d' d a d - - e .e FV N/\�/, 10" GRAVEL BORROW BASE (M 1.03.0 C) N (2) d15 REBAR (TYP.) I TRANSFORMER PAD SCALE: NONE ..® 8' (SINGLE) OR 16' (DOUBLE) BOLLARD q BOLLARD A 6* -Cr MAX. (TYP-) r e LBOLLARD (TYP.). e. • A e e d e- ° e4- <. < e de d d° e' GATE CIP CONC APRON A PLAN 6" LAYER OF 1-1/2"-2" C STONE FENCE (TYP BOW (SEE 2'-0" (TYP.) EXPANSION J NOTE: SINGLE= 8' WIDE PAD FACE OF CURB TO FACE OF CURB DOUBLE= 16' WIDE PAD FACE OF CURB TO FACE OF CURB SEE LAYOUT AND MATERIALS PLAN DUMPSTER PAD SCALE: NONE \DETAILS\LD\PAVEMENTS\PAD (DUMPSTER).DWG 11/05 g PLAN VIEW - SYSTEM #1 'OVER TO GRADE COVER TO GRADE (TYP) NOT TO SCALE STORMWATER DRAINAGE SYSTEM DETAILS )7>3�ilIiI►1t� NOT TO SCALE LIMITS FOR SERVICE CONNECTIONS PROVIDE 3/4" CRUSHED STONE TO 1 FT. ABOVE PIPE END 2 FT. BEYOND - SDR 35 PVC SEWERn SECTION A -A GROUND SURFACE -PROVIDE 2'x2" OAK MARKER a 3/4" CRUSLIED UNDISTURBED M AILKIAL' 1-6" MIN. ALL SECTION g -B AROUND PIPE IN FINISH 6" PVC PIPE, ERED CLEANOUT PLUG P.V.C. SECTIONS J Lo 6" SHORT CURVE P.V.C. PIPE TYPICAL CONC. BACKING BLOCK 3,000 P.S.I. IN 28 DAYS (TYP) CAST IRON MANHOLE NEENAH R-4055-6, OR EQUIVALENT FOR 6" PVC. PIPE. 24"SQUARE CONCRETE COLLAR (3,000 PS) ALL AROUND P.V.C. PIPE, SDR -35 5- BEND 60x60x6 ="Y' BRANCH Ll - (2) 45' BEND SEWER LINE CLEANOUT SCALE: NONE 11/05 \DETAILS\LD\SANITARY SEWER\PIPE CLEANOUT.dwg V-0" DIA. 24" DIA. HEAVY DUTY C.I. FRAME AND COVER 3" LAYER OF PEASTONE i I `EXTEND M.H. TO FINISH GRADE 3 W/ SEWER BRICK &MORTAR X. FILTER FABRIC " (1' OVERLAP) OO O 0 12" HDPE O0 O O / SHOREY LCB -1000 O /, O O H-20 OR EQUIVALENT y ,—O O O O O 2,-0 \ 12" HDPE (CONNECTION PIPE / AT BOTTOM) i 0 0 0 0 3/4" - 1 1/4" DIA. 2 / WASHED STONE �v�i CROSS-SECTION GRANITE CURB HOT MIX ASPHALT TYPE VA -4 WEARING COURSE �- MARK D. yG m HOT MIX ASPHALT CIVIL y No.45937 Q"p 9FrrsT1=P�`o FSSrONAL BINDER COURSE--\\\ PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #449 #489 #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SITE DETAILS JANUARY 24, 2008 NO. DATE DESC. /\ COMPACTED GRAVEL /\ :BORROW BASE (M 1.03 .0 C) . '. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 %79 TBSC' GROUP 349 Main Street //COMPAC/TED SUBADE W. Yarmouth, Massachusetts 02673 5087788919 © 2007 BSC Group. Inc. SCALE: 1 " = 20' 0 10 20 40 rrtr FILE: DWG. NO: 5766-04 SHEET 9 OA10 JOB. NO: 4-9178.00 H-20 PRECAST DRYWELL (TYP.) VERTICAL GRANITE CURB SCALE: NONE ETAILS LD CURBING & EDGING CURB VERTICAL GRANITE Ri er MATERA"' Concrete Pipe Division STC 4501 Precast Concrete Stormceptor (450 U.S. Gallon Capacity) 1/2" CHAMFER Jr"R NISH GRADE y� io HOT MIX ASPHALT PAVING \ < • <. PRECAST REINFORCED ° CONCRETE CURB, 3,000 P.S.I. MIN. STRENGTH, e W-0" STANDARD LENGTHn •.s :.� �171� 3000 PSI CONCRETE \ COMPACT GRAVEL BORROW • !\ BASE (M 1.03.0 C) 11/05 SCALE: NONE \DETAILS\LD\CUR:BING&EDGING\CURB (PRECAST).DWG 11/05 1 Coverand Grate NOT[,L L 'SLOPE TOLERANCE FOR 5. Grade Adjusters To CONSTRUCTION = t 0.50% SudFnied� Ve 24. a .. ' r 4e0PVC PipeV0 TO eO�TO �R6 a d d o/ • w14�Capreh Mat Giada �R9 AOA li/ I I. a ^ �. 4�T I/ 1/ 16" x 18" vERnCAL a: 4"O�P+>R GRANITE CURB 11/ ° DUtIM see"2 11/ ed T 4'OOuld a e e R6Bi o do 1r jr 1s• 6T 3'-0" MIN. LENGTH 4to Min. IMet OutletPipe TRANSITION PIECE (Rerrovable) poe e moo MR�uhed SLOPED GRANITE EDGING s ri kwa Tee fore (Tee OWft to Face Side WaH) Section Thru Chamber Plan view Notes: 1. NUse OfFImbie Co>mectionis Reeommendedat TbeNet and Outlet WhereApphcable. 2. The Cover Should be Positioned Over The Wet Dmp Pipe and The OR Part 3. The Stormcepror System is protected by one or more of the following U.S. Pateals: #4985148, #5498331, 45725760, #5753115, #5849181, #6068765, #6371690. 4. Contaeta Concrete Pipe Drnsionrgresentative for fi¢therdetwIs notlistedonthis dIm mg. CURB TRANSITION SCALE NONE \DETAILS\LD\CURBING & EGDING\CUR9 (TRANSITION) (VLRTTCAL—SLOPMjDWG ISSUED FOR PERMITTING NOT FOR CONSTRUCTION w\SN OF A14SbgO �- MARK D. yG m g DIBB CIVIL y No.45937 Q"p 9FrrsT1=P�`o FSSrONAL MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #449 #489 #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SITE DETAILS JANUARY 24, 2008 NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 %79 TBSC' GROUP 349 Main Street Route 28 Unit rtD W. Yarmouth, Massachusetts 02673 5087788919 © 2007 BSC Group. Inc. SCALE: 1 " = 20' 0 10 20 40 rrtr FILE: DWG. NO: 5766-04 SHEET 9 OA10 JOB. NO: 4-9178.00 OMITS OF CONCRETE RAMP DEWALK 'LEVEL LANDING' 1.5% (MAX.) SLOPE FOR DRAINAGE A =s °4d .` SIDEWALK. a e h 00 O 0000 0 0 0 0 _0 0_0_0000 ° h°" d- -V REVEAL CURB --- •�w� • -LOW SIDE TRANSITION i ROADWAY DOWN GRADE PLAN 2.35' 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) N /110 6"x6" WWM URB UNE O 1.5f" PLAN , 1/4" UP (MAX) Q�pry OAD WAY 0 5" TOP, O9" RETE COMPACTED GRAVEL :TAIL BORROW BASE, SEE r ELEVATION CONCRETE WALKWAY DETAIL SECTION A -A STABLE WARNING STRIP IRI I= rIIRR RAAAD (ArP) TYpP' 'P' _ NARROW SIDEWj DfCAPPED\HC RAMP (ACR) [Type F-4FT61Nj.DWG I ANCHOR BOLTS PER MANUFACTURER SPECIFICATIONS MM,curn roenr " FROM GROUND ROD, BOND TO GROUND �z d LUG WITHIN POLE BASE W/6" RIBBON BRAID GROUND CONDUCTOR. 4 - /4 REBARS VERTICAL WITH #3 z c d SPIRAL TIES. TRIPLE LOOP AT TOP & Tq BOTTOM, 6" INTERMEDIATE SPACE, MIN. d 2" CLEAR ALL AROUNDt �' E7ECTR)CAL CONDUIT T^ a SWEEPS - AS REQUIRED OC PSI CONNCRETE Q --COMPACTED THROUGHLY COMPACTED CGRAVEL BORROW BACKFTLL (6" LIFT ° 95% COMPACTION) ffi m_GROUND ROD COMPACTED SUBGRADE TYPICAL DIMENSIONS/REINFORCING. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOL CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE PLACING ON PLANS.] FOR USE IN LAWN AREAS N -PLACE LIGHT STANDARD - 3 - FLUSH SURFACE 1TIES\UGHTP0LE BASE (GP).DWG GALVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH SELF ADHESIVE, ENGINEER - GRADE, REFLECTIVE VINYL SHEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL & PRE -PUNCHED MOUNTING HOLES IMAGE TO BE SURFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, NON -REFLECTIVE VINYL= SIBLE PARKING PAVEMENT MARKING SYMBOL SYMBOL SHALL BE TRAFFIC PAINT AND I STALL. (k, SPECIAL PLATE REQUIRED m UNAUTHORIZED VEHICLE MAY BE REMOVED AT OWNERS EXPENSE 2x2" GALV STEEL 41 TUBE SET IN CONCRETE BASE APPROX. 12" DIA X 30' DEPTH FINISHED GRADE io VAN ACCESSIBLE 12' ACCESSIB���IGN & POST POST (VISITOR SIGN &(VISITOR SIGN & POST.) CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE (96) I4IGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-6" >1 - 2 91-0" >2 - 3 11'-0" >3 - 4 14'-0 >4 15'-0' MAX NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION - f 0.50% 2 THE MAX ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESS18LE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. DETAILS%LD\PAVEMENTS\BIT CONC (SECTIONS).DWG ILVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH IF ADHESIVE, ENGINEER -GRADE, REFLECTIVE VINYL IEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL ID PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE IRFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, IN- REFLECTIVE VINYL 'x2' GALVANIZED STEEL TUBE TH CAP, AS PER SPECS MATERIAL VARIES, SEE MATERIALS PLAN, FINISH GRADE VARIES, SEE GRADING PLAN 1Y DIAMETER X 24 CONCRETE FOOTING, 3000 PSI COMPACTED SUBGRADE ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN SCALE: ZONE )ICAPPED\HC SIGN. DWG 11/05 ALVANIZED USE WITH IS PER SPECS AND 3-1/2" X 5,/16" GALVANIZED STEEL BOLT WITH NUT AND WASHER GUTTER SLOPE MEASURED ALONG DETECTABLE WARNING FACE OF THIS CURB TRANSITION LENGTH SEE TABLE PANEL ROADWAY PROFILE GRADE (z) ANCHOR BOLTS PER 0 OR LOW SIDE 6'-6- MANUFACTURER SPECIFICATIONS 0 >1 - 2 91-O" TO .a a PAINT BASE YELLOW 2' >4 SLOPE FOR DRAINAGE W. YARMOUTH MASSACHUSETTS FINISHED GRADE 0 0A SITE DETAILS FROM GROUND ROD, BOND TO GROUND NO. ?z d LUG WITHIN POLE BASE W/8" RIBBON z Z Z BRAID GROUND CONDUCTOR. 0 0D00L 4 - p4 REBARS VERTICAL WITH #3 n a SPIRAL TIES. TRIPLE LOOP AT TOP & o0c 0oo BOTTOM, 6" INTERMEDIATE SPACE, MIN. v d 2" CLEAR ALL AROUND.* 0 I ELECTRICAL CONDUIT d d ° SWEEPS - AS REQUIRED 3000 PSI PREPARED FOR: CONCRETE a—COMPACTED THROUGHLY COMPACTED IIIlilllllllillllllllllllllllllllllllllllll.L MARSTONS MILLS, MA 02648 GRAVEL BORROWBACKFILL (6" UFT 349 Main Street ° 95% COMPACTION) tD777777 © 2007 BSC Group, Inc. SCALE: 1" = 20' _ 'GRASS FI LE: GRWND ROD COMPACTED SUBGRADE JOB. N0: 4-9178.00 • TYPICAL DIMENSIONS/REINFORCNG. [PROJECT MANAGER TO CONFIRM WITH A STRUCTURAL ENGINEER BASED UPON SOL GRANITE CONDITIONS, POLE HEIGHT AND FIXTURE STYLE BEFORE BUILDING, ETC.-_ PLACING ON PLANS.] L FOR USE IN PAVED AREAS ILVANIZED ALUMINUM REFLECTIVE SIGN PANEL WITH IF ADHESIVE, ENGINEER -GRADE, REFLECTIVE VINYL IEETING. EDGES TO BE DRESSED. PROVIDE SIGN PANEL ID PRE -PUNCHED MOUNTING HOLES. IMAGE TO BE IRFACE INSTALLED, SELF-ADHESIVE ENGINEER -GRADE, IN- REFLECTIVE VINYL 'x2' GALVANIZED STEEL TUBE TH CAP, AS PER SPECS MATERIAL VARIES, SEE MATERIALS PLAN, FINISH GRADE VARIES, SEE GRADING PLAN 1Y DIAMETER X 24 CONCRETE FOOTING, 3000 PSI COMPACTED SUBGRADE ACCESSIBLE PARKING SIGN ACCESSIBLE PARKING SIGN SCALE: ZONE )ICAPPED\HC SIGN. DWG 11/05 ALVANIZED USE WITH IS PER SPECS AND 3-1/2" X 5,/16" GALVANIZED STEEL BOLT WITH NUT AND WASHER GUTTER SLOPE MEASURED ALONG DETECTABLE WARNING FACE OF THIS CURB TRANSITION LENGTH SEE TABLE PANEL .L PLAN L 24" WADE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) SIDEWALK CONC. CURB 1.5% CUT RAMP 7.5% MAX) 7.5: 1/4" UP (MAX) i ROADWAY CONCRETE TOP, / SEE CONCRETE WALKWAY DETAIL COMPACTED GRAVEL 10 6"X6" WWM BORROW BASE, SEE CONCRETE WALKWAY DETAIL SECTION A -A I "CALE. NIXIE BACK OF SIDEWALK- �'SIDEWALK;=m. / "LEVEL LANDING" 1.5% (MAX.) SLOPE FOR DRAINAGE A DE t SLOPE 7.5.5' (MAX) a•/ o v d _a cyR�v k' 0000 },000 d . CURB • ; . a TRANSITION NSiTION 5'-0' MIN. A 6'-6" MIN. ROADWAY DOWN GRADE LOW SIDE TRANSITION PLAN WARNING PANEL PLAN ry 6p. o� I E*g I�ELEVIATION DE�CTAB�WARNING STRIP a a d ��SLOPE ~ SIDEWALKS 7.5% (MAX) 6" REVEAL CURB 4 -Or MIN. X10 6'x." WWM 1.5% 7.5=� CONCRETE TOP, COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE WALKWAY DETAIL CONCRETE WALKWAY DETAIL SECTION A -A SCALE: NONE 11/05 m I N � .' 8.5'i�•- ,s', j H ' 5" �— 1'-10" 2.35" 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) n N URB LINE O 1/4" UP (MAX) PLAN �-ROADWAY p!b o _ 9 ELEVATION DETECTABLE WARNING STRIP Z) TYPE 'A' - PARALLEL PERPENDICL HANDICAP ACCESSIBLE RAMP (TYP.) 2" VAN ACCESSIBLE PARKING SIGN (TYP.� WHITE PAINT LENGTH AS REQUIRED (SEE STRIPING PLAN) �6" TRAFFIC PAINT ACCESSIBLE PARKING 2'-0" SYMBOL (TYP. 1' (TYP-) 3'-10" -1 2' () 6" I 4' TO END OF PARKING -LOWL 2,-0" F. SPACE WHITE PAINTED 24 T STOP UNE CURB 6'-0 T J2'-0' i (VAN SPA 4' WHITE PAINT 4" W^41TE PAINT (TYP.) I I 4" NOTE:�— PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS PAINTED PAV CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE (z) TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-B' >1 - 2 91-O" "LEVEL LANDING" 1.5% (MAX.) 11'-0" >3 - 4 o c >4 SLOPE FOR DRAINAGE W. YARMOUTH MASSACHUSETTS ��'CONC CURB 0 0A SITE DETAILS JANUARY 24, 2008 NO. CUT RAMP-� 000O 0000 00 �A?a 0D00L RAMP OPENING N0 o0c 0oo SIDEWALK .5 MAX' 00 a d d 0° 3.3' MIN. OPENING0000 PREPARED FOR: a e 0000 (1/4" MAX UP) IIIlilllllllillllllllllllllllllllllllllllll.L MARSTONS MILLS, MA 02648 JJSC GPOUP 349 Main Street Route 28, Unit D ' 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' _ 'GRASS FI LE: DWG. N0: 5766-04 S EET 10 OF 10 JOB. N0: 4-9178.00 ORL `. GRANITE BUILDING, ETC.-_ L CURB .L PLAN L 24" WADE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) SIDEWALK CONC. CURB 1.5% CUT RAMP 7.5% MAX) 7.5: 1/4" UP (MAX) i ROADWAY CONCRETE TOP, / SEE CONCRETE WALKWAY DETAIL COMPACTED GRAVEL 10 6"X6" WWM BORROW BASE, SEE CONCRETE WALKWAY DETAIL SECTION A -A I "CALE. NIXIE BACK OF SIDEWALK- �'SIDEWALK;=m. / "LEVEL LANDING" 1.5% (MAX.) SLOPE FOR DRAINAGE A DE t SLOPE 7.5.5' (MAX) a•/ o v d _a cyR�v k' 0000 },000 d . CURB • ; . a TRANSITION NSiTION 5'-0' MIN. A 6'-6" MIN. ROADWAY DOWN GRADE LOW SIDE TRANSITION PLAN WARNING PANEL PLAN ry 6p. o� I E*g I�ELEVIATION DE�CTAB�WARNING STRIP a a d ��SLOPE ~ SIDEWALKS 7.5% (MAX) 6" REVEAL CURB 4 -Or MIN. X10 6'x." WWM 1.5% 7.5=� CONCRETE TOP, COMPACTED GRAVEL SEE CONCRETE BORROW BASE, SEE WALKWAY DETAIL CONCRETE WALKWAY DETAIL SECTION A -A SCALE: NONE 11/05 m I N � .' 8.5'i�•- ,s', j H ' 5" �— 1'-10" 2.35" 24" WIDE RED OR YELLOW MOLDED DETECTABLE WARNING STRIP INSERTED INTO CONCRETE (SEE DETAIL) n N URB LINE O 1/4" UP (MAX) PLAN �-ROADWAY p!b o _ 9 ELEVATION DETECTABLE WARNING STRIP Z) TYPE 'A' - PARALLEL PERPENDICL HANDICAP ACCESSIBLE RAMP (TYP.) 2" VAN ACCESSIBLE PARKING SIGN (TYP.� WHITE PAINT LENGTH AS REQUIRED (SEE STRIPING PLAN) �6" TRAFFIC PAINT ACCESSIBLE PARKING 2'-0" SYMBOL (TYP. 1' (TYP-) 3'-10" -1 2' () 6" I 4' TO END OF PARKING -LOWL 2,-0" F. SPACE WHITE PAINTED 24 T STOP UNE CURB 6'-0 T J2'-0' i (VAN SPA 4' WHITE PAINT 4" W^41TE PAINT (TYP.) I I 4" NOTE:�— PAVEMENT MARKINGS TO BE INSTALLED IN LOCATIONS SHOWN ON THE PLANS PAINTED PAV CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE (z) TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6- >0 - 1 7'-B' >1 - 2 91-O" >2 - 3 11'-0" >3 - 4 14'-0" >4 15'-0" MAX NOTES: 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = t 0.50% 2. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDING CURB RAMPS SHALL BE 5X 3. THE MAX ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING. CURB TRANSITION LENGTH FOR WHEELCHAIR RAMPS ROADWAY PROFILE GRADE (70) HIGH SIDE TRANSITION LENGTH ROUNDED TO THE NEAREST 4" 0 OR LOW SIDE 6'-6" >0 - 1 o F GASTf VP �`�•' S/ONAL EHG >1 - 2 MARK DIBB DATE >2 - 3 MIXED USE >3 - 4 14'-0" >4 15'-0' MAX NOTES_ 1. SLOPE TOLERANCE FOR RAMP AND SIDEWALK CONSTRUCTION = f 0.50% 2 THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE EXCLUDgNG CURB RAMPS SHALL BE 5X 3. THE MAX. ALLOWABLE SLOPE OF ACCESSIBLE ROUTE CURB RAMPS SHALL BE 7.5X 4. A MINIMUM OF 3 FEET CLEAR SHALL BE MAINTAINED AT ANY PERMANENT OBSTACLE IN ACCESSIBLE ROUTE (I.E. HYDRANTS, UTILITY POLES, TREE WELLS, SIGNS, ETC.). 5. BASE OF RAMP SHALL BE GRADED TO PREVENT PONDING LINES (TYP.) [ / -D" (TYP) 0 11/05 I DETAILS\LD\PAVEMENTS\PAINTED PAVE MARKINGS.DWG 11/05 DETAILS\LD\HANDICAPPED\HC PARKING LAYOUT (VAN-STD).OWG SPACE) SIGN (TYP.) FOR PERMITTING R CONSTRUCTION 11YW5 '(H OF laggs9 a MARK D. cyc DEB$ m CIVIL y No. 45937 o F GASTf VP �`�•' S/ONAL EHG MARK DIBB DATE PROFESSIONAL ENGINEER MIXED USE DEVELOPMENT #44, #489 #62 & #68 ROUTE 28 - MAIN ST. IN W. YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) BUILDING #4 SITE DETAILS JANUARY 24, 2008 NO. DATE DESC. PREPARED FOR: CHAD DOE, CODE REALTY C/O OCEANSIDE CONSTRUCTION 419 RIVER ROAD MARSTONS MILLS, MA 02648 JJSC GPOUP 349 Main Street Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2007 BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 rw FI LE: DWG. N0: 5766-04 S EET 10 OF 10 JOB. N0: 4-9178.00