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Home My WebLink About0239 MAIN STREET (HYANNIS) - Health (2) .� �91?')aAn Sf Hyahn � � f� -- - Wadlington, Ellen From: Anderson, Dave j�Z r7 Sent: Wednesday, March 07, 2012 10:35 AM To: Wadlington, Ellen Subject: RE: 239 Main Street, HYA Okee Dokee I've seen the design and 'approved with comments'. I requested that a sampling manhole, at the property line, be added to the design. Nobody has filled out a Sewer Connection Permit yet, but I expect to see that soon, with the work to be done shortly thereafter. DJA -----Original Message----- From: Wadlington, Ellen Sent: Wednesday, March 07, 2012 10:22 AM To: Anderson, Dave Subject: 239 Main Street, HYA A business (baking cookies) is proposed for this address. I have a copy of a plan drawn for a 1,000 gal. grease trap, would you fax or e-mail me the information when this is complete, particularly the installation date. Thanks, trying to crawl from underneath the pile.:-) Ellelr meinBfalt t F. t i d 0 FUTURE KAYAK COOKIES WATER` LINE NOTES. o k FIRST FLOOR CLEANOUT EXISTING PAVEMENr SURFACE Lo u 3 36 EL. 37.0 SAWCUT AND REPtACE AS REQUIRED 1. ALL MATERIALS; AND WORKMANSHIP TO CONFORM TO 3 Q THE RULES, REGWLATIONS AND SPECIFICATIONS OF THE W N HYANNIS WATER SYSTEMS AS AMENDED TO PRESENT. I DISTRICT HAS AUITHORITY TO AMEND PLANS. HYANNIS WATER SYSTEMS :SPECIFICATIONS ARE INCORPORATED d E N HEREIN BY REFEIRMCE. E 3 S1R 2. WATER SERVICE SHALL BE 3/4" PLASTIC LINE TO BE oUth 5t � I 34 SLEEVED IN 4 SCCH40 PVC AS SHOWN TO HYANNIS WATER S I N I N SYSTEMS SPECIFICATIONS. �� mo MA 3. VALVES SHALL, ALSO CONFORM TO THE SPECIFICATIONS I OF THE AWWA AS; TO SIZE STEM, PITCH OF THREAD, ^�q` I GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE u M z 3 I PROPOSED GR TER FIXED DIMENSIONS AND TOLERANCES AS PER AWWA o CONNECTION EXISTING SEW R LINE SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" 32 VERIFY INVER4 DFPTH IN FIB nRINGS. THE DESIGN OF THE VALVE SHALL BE SUCH o 3 PRIOR TO AN OTHER THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" 3 I VERIFY INVERT AT PROpO E SEWER WORK ON SITE. RINGS WHILE THE VALVE IS UNDER PRESSURE IN THE I BLDG PRIOR TO (CAST I N 4 S 35,pVC FULLY OPEN POSITION. `O Ar Lewis 3 I WORK ON SITE. �APPR0 6 ANYTCH 4. VALVE BOXES SHALL BE BUFFALO OR PIONEER AND Bay I SHOW )N SHALL BE FURNISHED AND INSTALLED FOR ALL J VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING 3 I 30 3 TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST I y IRON COVERS. SEE HYANNIS WATER SYSTEMS I oz PROPOSED SPECIFICATIONS. LOCUS MAP INVERT ESL. 30.75 EXISTING YJ I I ? INVERT EL. 29.0 t 5. HYANNIS WATER SYSTEMS APPROVED CONTRACTOR AND DEPTH 5.5't INSPECTOR REQUIIRED. NOT TO SCALE 28 � 6" CRUSHED STONE 6. OWNER'S ENGINEER RESPONSIBLE FOR AS-GUILTS AND .ASSESSORS MAP 327 PARCEL 126 PLACING SAME OIN ENGINEERED DRAWING AND SUBMITTING I I TO WATER DEPT. FOR THEIR RECORDS. 24 HR. PRIOR Z.'3°l 3W NOTIFICATION FOR ASBUILT MEASUREMENTS REQUIRED, I I CONTRACTOR ALSO TO PROVIDE DETAILED ASBUILT CARD TO ENGINEER AND WATER DEPT. SAW CUT BUTT JOINTDONS TO EX STIINGAIN BA EL AND FULL REMOVEIC SS OLD I I 26 PAVEMENT TO PROVIDE A STRAIGHT EDGE. I N 3 I I I STREETS, DRIVEWAYS LAWNS AND AND WALKS CROSS COUNTRY 3 � II I EXISTING PAVEMENT BITUMINOUS PAVEMENT 4"LOAM AND SEED 24 \VBASE. 1" TOP MDPW TYPE I-1 DISTURBED AREAS 3 W SEINER CONNECTION PROFILE I I .. . J .O°°° °°. °°. I 1" - 20' HORIZONTAL GRAVEL �j\\ mod^'b v�d d40 I I APPROX. SCALE BASE COURSE \�/\\ 'p°°o0°Oo0°0. N 1 2 VERTICAL 12" PROCESSED ASPHALT GRAVEL I I PROPOSED FLOW IN FROM KITCHEN SINK AND /,C� �� EXCAVATION EARTH OR ROCK �-- 3 I DISHWASHER ONLY //\�/� ALL ROCK EXCAVATION AND STONES LARGER THAN 6" SHALL BE 0� I I 4"OSCH40 CEMENT LINED DUCTILE IRON PIPE IN FROM KITCHEN ONLY ��/ \ DISPOSED OF AND REPLACED WITH X\ APPROVED EXCAVATED MATERIAL 3 " y C.I. RING & COVER / N LEBARON LA0910 OR EQ. OVER \\ ��\ OR GRAVEL BORROW. I I CLEANOUT TO GRADE. %\\ X\ �-- 3: VERIFY INVERTS IN FIELD TYPICAL WHERE INDICATED COMPACTED CLEAN 0 U TI CPRIOR TO ANY ONSTRUCTION BACKFOtLLD �y INV. 4.5' DOWN I I VENT UP THRU ROOF TO CODE /,�// \\ 3 �' N FIRST FLOOR REST. BLDG SEE BLDG PLANS. PROP. 2 H-20 CAST IRON COVERS ON G/T'S COMPACT IN 12" LI S �i�\\� V TO 95% MOD. PROCTOR DENSITY WITH VIB. - � 37.0 t 2 CU FT MATCH EXISTING GRADES IB. COMPACTOR 3 PROPOSED RIM 34.1 t RIM 34.1 t H-20 (RISERS, MORTAR ALL COMPONENTS EXISTING I KIT. INV. SEWER LINE I N 0 Dc 3 IN FROM BLACKWATER \\ °o°° v ° v 000c, I o° o PIPE O.D. 000 \� 12 MIN. \\ \ �\\ CAREFULLY COMPACTED � s� �', I N 4"SCH40 CLDI PROPOSED 1000 GAL TANK 4" s PROPOSED 18' AT 2,59; MIN. 30.30 o CH40 PVC AT 2,.5% MIN. 8"MAX 12"MIN. ��' SELECTED MATERIAL OR s_ ' \ 3 I 6" CRUSHED STONE UNDER ALL PIPE �� GRAVEL BORROW 9 X5.25 H-20 3o.os ,�j\ 9"MIN.PROPOSED CLEAN OUT 7S I 1000 GAL H2O s NT RUNS BESL'�, PITCH To DR BLACKWATER 5 s CRUSHED STONE AP BACK ACME OR �HORE� Of�`EQ. CJ� SEWER LINE -�S I /� s GREASE TRAP E UNDER ALL PIPE 4 LIQUID LEVEL �\// 0 ° °0 0 �X e' (n ONSSCH40TALL APVC TEE O FILTER FABRIC 00000 ooa00000 ` 5 co DROP/WYE INTO PROPOSED 4" BLACKWATER IF REQ D \\ 8°o�°o o°�o°o°b �\ CAREFULLY COMPACTED P R 0 P 0 S E D I S/ ----- 3 -I I 24" INLET TEE SCH40 PVC BUILDING SEWER LINE (VERIFY SIZE/LOCATION/DEPTH) ( ) \/\\ 4 s°o�o°ogo �=8 \� 1/2 O.D. SELECTED MATERIAL G p E YWA TE p �'' 1 "ST 1 �HE ___�-SHE pHE� 12" INVERT ESTIMATED 29.0t V.I.F. SEWER LINE �\// o ' °0��°`5�°o p°o Poo• 00 000gpoo o �, f\ f� o oo•oo•oo•o0 00 o° 5/ I • • �w \ ��•°oo:o$o�: °000�- � o°:oa°P°\��' 6" MIN. 3/4" CRUSHED STONE SEWER LINE / 5 OHE W LEVEL AND COMPACTED 6" BASE OF 3/4" CRUSHED STONE 6"0 SDR35 PVC /�\ qo , op moo$ aV / 5 OH NOTE: CONTRACTOR TO VERIFY ALL INVERTS PRIOR TO CONSTRUCTION 25.55 (VERIFY SIZE (PRECAST, INVERTS PRIOR TO SETTING TANK) \ /\\//� / / X ------ - 3/4 //i�/j%j� \��\ 3/4" CRUSHED STONE REQUIRED SS I I �, URBED UNDISTURBED FIRM MATERIAL ROCK TUNDISSURFACE COMMERCIAL PROJECTS TS&G 3 SAWCUT AND PATCH GREASE TRAP INSTALLATION: PROFILE VIEW: GRADATION REQUIREMENTS: I JPAVEMENT AS REQ. REPLACE ANY SIEVE PERCENT PASSING NOT TO SCALE BELOW GRADE EXCAVATION1 INCH 100% SLEEVE WATE � 3 SEE TRENCH SECTION OF UNSUITABLE MATERIAL 3/4 INCH 90-100% 5'X 5' UTILITY LINE WITHIN �' MAINTENANCE" WITH CAREFULLY COMPACTED SELECTED MATERIAL 1/2 INCH 10-50% CLOSET I I 3/8INCH 0-20% 10 0 F SEWER 3 c� `� IN 12" LIFTS, MAX. No. 4. 4.75mm 0-5% LINE GREASE TRAPS SHALL BE INSPECTED MONTHLY AND z3�_WhZEt1oV5� I I CLEANED WHEN THE LEVEL OF GREASE IS 25% OF THE EARTH TRENCH ROCK TRENCH 1 I 3 EFFECTIVE DEPTH OF THE TANK, OR AT LEAST EVERY STANDARD DETAIL FUTURE KAYAK COOKIES I I {THREE MONTHS, WHICHEVER IS SOONER. P R 0 0 S E D 3 � `� A COPY OF THE INSPECTION AND CLEANING SHALL BE SEWER TRENCH- SECTION. EXISTING BUILDING SUBMITTED TO THE BARNSTABLE DPW WATER POLLUTION FIRST FLOOR EL. 37.0 RAN PICAP 3 N CONTROL FACILITY. NOT TO SCALE i I � 3 � TE S: J 3 0 I I I 1.�THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 0 3 N hAPPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING PLAN OF LAND (;CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE G I (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR I I �^ EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. IN ►� 3 I I 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGS. 3 " AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD HYANNIS' MA I I SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ALL SEWER WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. L E E N D 3 I AND TOWN OF BARNSTABLE DPW STANDARD SPECIFICATIONS FOR SEWER AND WATER CONNECTIONS. J I I 3. VERTICAL DATUM IS NGVD 29 ASSUMED FROM GIS SPOT GRADE. PREPARED FOR 99- EXISTING CONTOUR 3 " N 4. MUNICIPAL WATER AND OTHER UTILITY CONNECTIONS ARE EXISTING X 99.1 EXIST. SPOT ELEV. I I i 5. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO RICHARD LEBOEUF -[99]- PROPOSED CONTOUR I 3 I BE USED FOR PROPERTY LINE STAKING. 9 1 I I N 6. OFF-SITE DETAILS FROM G.I.S. DATA, SEWER ASBUILT DATA, APPROXIMATE, FOR REFEREINCE ONLY. DATE: FEBRUARY 27, 2012 8.41 PROPOSED SPOT EL. . 8 2 3 I 7. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR TH1 I I TO CONSTRUCTION OF ANY PORTION OF THE SYSTEM. Scale: l = 10 ' TEST HOLE 8. CONTRACTOR TO REPORT ANY DISCREPANCIES TO OWNERS ENGINEER 2 SLOPE OF GROUND I AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. 0 5 10 15 20 25 FEET 9, CONTRACTOR TO BE RESPONSIBLE FOR ALL PERMITS AND NOTIFICATION OF AUTHORITIES FOR REQUIRED INSPECTIONS. off 508-362-4541 UTILITY POLE 10. TRENCH TO BE COMPACTED AND PAVED PER SECTION VIEW, REPAINT ALL DISTURBED PARKING LINES. OF VtN OF yqs fax 508-362-9880 N y�FN MA14� ssgc downcope.com FIRE HYDRANT 11. CONTRACTOR TO SPECIFY WHETHER INTERNAL PLUMBING IS WITHIN THEIR CONTRACT. PERMIT REQ. y D a y�Yo �o OANIEL aN �� ANIELA. N� 12. SEWER LINES SHOULD BE 36" (18"MIN.) BELOW WATER SUPPLY LINES, BUT IF IT IS NECESSARY o A. o OJALA down CO*Pe !/1 //1«r//! //!C, W WATER LINE Y N BENCH MARK - HYDRANT ON TO CROSS ABOVE A WATER UTILITY, BOTH THE BUILDING SEWER AND THE WATER LINE SHALL BE OJALA CIVIL v 8i G GAS LINE .40980� � 5020 ClV/l engineers oHE OVERHEAD ELECTRIC TAG BOLT#99 ELEV. = 35.7 ENCASED IN A LARGER DIAMETER WATERTIGHT PIPE FOR A DISTANCE OF 10 FEET ON BOTH SIDES �0 �� Fc,S e land surveyors NOTE NOT ,�u. srMeos MAY APPEAR IN OaAwINc OF THE CROSSING. (REF. BARN. SEWER REGS, TITLE 5, AND TR-16) tq mss% ass N '2-7�IZ uR 9,39 Main Street ( Rte 6A) I YARMOU THPOR T MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. DCE #12-026