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HomeMy WebLinkAbout23.166 30 ANNE ROAD NORTH ANDOVER NOI PLAN_Rev2 - Plans - 30 ANNE ROAD 12/4/2023 GENERALNOTES Prepared By: 1. NO WORK SHALL COMMENCE UNTIL PERMITS ARE OBTAINED FROM THE LOCAL MUNICIPALITY. CHONGRIS 2. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY, COORDINATION WITH THE OWNER - AND ALL SUBCONTRACTORS, AND THE MEANS AND METHODS OF CONSTRUCTING THE koENGINEERING PROPOSED WORK. 3. COMPLY WITH THE LATEST OSHA STANDARDS FOR EXCAVATING WORK. FOLLOW ALL SLEEVE OVER CULVERT REQUIREMENTS OF OSHA EXCAVATION STANDARDS INCLUDING, BUT NOT LIMITED TO, (SEE PROFILE VIEW) THE PROVISION FOR A COMPETENT PERSON ON SITE AND ANY REQUIRED L ' DOCUMENTATION REQUIRING CERTIFICATION BYA PROFESSIONAL ENGINEER. 4. PER MASSACHUSETTS LAW, CALL 1-888-DIG-SAFE (1-888-344-7233), THE MUNICIPALITY, AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE DIGSAFE LIST AT LEAST 72 256 Beacon Street HOURS PRIOR TO ANY UNDERGROUND EXCAVATION ON SITE. SUBMIT DIGSAFE APPROXIMATE VERIFICATION NUMBER TO THE APPROPRIATE MUNICIPALITY PRIOR TO ANY DIGGING, x - L PROPERTY LINE ` Andover, MA 018 O TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, - LANDSCAPING,OR ANY OTHER EARTH MOVING OPERATIONS. 978-655-0885 � e s 5. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND SOME UTILITIES MAY NOT BE H on risen ineerin .co 6. F S crl g g m gUBSURFACE CONDITIONS OR ELEVATION TO GROUNDWATER APPEAR TO BE / PROP.2"SCH 4 X, _v - WF CONTACTEDIMMEDIATELY. PITCH TO SMH DIFFERENT THAN WHAT IS FORCE MAIN `� i �DEPICTED ON THIS PLAN,THE ENGINEER OF RECORD MUST BE e��e��/ - / �� - LF.-385 FT 7. NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE OR MATERIAL. 8. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD /. (EDGE OF SEWER CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ON THESE ,Q RO O / �� �/ _ _ . _ TRENCH EXCAVATION PLANS, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE EXISTING SEPTIC TANK FR;1 �TF EXISTING GRADE=FINISH GRADE / /� -„�,��_ ��-• - .... `� CONFLICTING INFORMATION. </ UNLESS OTHERWISE NOTED / � � -. SMH-1 TO BE REMOVED IN e,e 9. THE CONTRACTOR IS RESPONSIBLE TO INSTALL UTILITIES ACCORDINGLY WITH THE NF / ¢ / ��- COMPLIANCE WITH 310 / /' % �� � " TOWN OF BROOKLINE STANDARDSAND TO REQUEST AND SCHEDULE INSPECTIONS. �•��� ��""' ������- RIM:100.19 CMR 15 354(3)(C) EDGE OF SEWER / / �- I(i):91.14(EXISTING STUB) 10. PROPOSED AND EXISTING UTILITY ELEVATIONS MUST BE CONFIRMED PRIOR TO TRENCH EXCAVATION / _ _ ��� -. INSTALLATION AND BACKFILLING AND APPROVED BY THE ENGINEER OF RECORD. pPROXIMATE I(I):95.14(PROP.FM CONNEC REPAVE DISTURBE /4 A + _ LINE _� ss I(I):91.08(TO SMH-2) 11. AS OF JANUARY 1, 2019,ALL TRENCH EXCAVATION CONTRACTORS SHALL COMPLY WITH DRIVEWAY / /� -P OPERTY _ e �� �H OF M MASSACHUSETTS GENERAL LAWS CHAPTER 82A, TRENCH EXCAVATION SAFETY / ,- " _ _ 4ssg0 REQUIREMENTS, TO PROTECT THE GENERAL PUBLIC FROM UNAUTHORIZED ACCESS TO \ ti D3684LSG/LSGX-SERIES 9r _ E� v _ O ALEKSANDRJ. N UNATTENDED TRENCHES.TRENCH EXCAVATION PERMIT REQUIRED.THIS APPLIES TO ALL 2-HP DUPLEX `,, ��N ' g m 60 �`- CHONGRIS TRENCHES, BOTH ON PUBLIC AND/OR PRIVATE PROPERTY `-� GRINDER PACKAGE �` 'a� / / := _ ROSION CONTROL ° CIVIL 12. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH MANUFACTURER'S I(1):99.98(FROM BLD) /- •/- / - ! _ No.56795 O REQUIREMENTS REGARDING INSTALLATION,SHIPPING,AND HANDLING. 1(0):99.98(2"FM) ,_,_ _. q `� _ @OFT< _(SEE DETAIL) 13. ALL FILL AND CRUSHED STONE MUST BE CLEAN AND FREE OF DEBRIS, ORGANIC BOT TANK EL:94.98 _ MATERIALS AND RECYCLED MATERIALS. - NAl •- - - -' Ry � S 14. AFTER ALL ENGINEERING PERMITS ARE OBTAINED,THE CONTRACTOR NEEDS TO NOTIFY , -' / .� EXISTING WATER �� - THE ENGINEERING DIVISION A MINIMUM OF 48-HOURS IN ADVANCE AND SCHEDULE AN �� `" / //' EXISTING GAS T APPOINTMENT TO HAVE SITE UTILITIES AND SEPTIC COMPONENTS INSPECTED. THE INSTALL CLEANOUT W/ L :' '` / / � EXISTING DRAIN SYSTEM & UTILITIES MUST BE FULLY EXPOSED FOR THE INSPECTOR. ONCE THE IN 10 FT OF BUILDING ' �.,: / "._ `_ EXISTING SEWER INSPECTOR IS SATISFIED,THE SYSTEM&UTILITIES MAY BE BACKFILLED. EXISTING GRADE 15. PRIOR TO THE ISSUANCE OF AN CERTIFICATE OF COMPLETION,AN AS-BUILT PLAN MUST #' / NG ELECTRIC I EXIS - / STOCKPILE /� 6 BE SUBMITTED TO THE ENGINEERING DIVISION IN BOTH DIGITAL FORMAT AND IN HARD = AREA / i COPY. THE PLAN MUST SHOW ALL UTILITIES AND SEPTIC COMPONENTS (UTILIZING BVW BOUNDARY SWING TIES), ANY EASEMENTS AND FINAL GRADING. THE AS-BUILT PLAN MUST BE J -� / - - - - z =_  _- ��� ��� BVW BOUNDARY STAMPED,SIGNED,AND DATED BY A PROFESSIONAL ENGINEER OR PROFESSIONAL LAND EDGE OF LAWN SURVEYOR. 30ANNEROAD / / Wl 16. ALL WORK MUST BE DONE IN ACCORDANCE WITH LOCAL REGULATIONS AND BY LAWS. EXISTING DWELLING UILDING SEWER / PROPOSED SEWER ALL WORK SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE LOCAL GFE:100.13 INVERT:100.50 W I�D PROPOSED GRADE ENGINEERING DEPARTMENT. (ESTIMATED, EROSION CONTROL VERIFY IN FIELD) `ate / APPROXIMATE BASE PLAN NOTES: BENCHMARK PROPERTY LINE 1. THIS PLAN IS NOT REPRESENTATIVE OF A PROPERTY BOUNDARY SURVEY. / � WFA TO WF-25 4443 LF CURB STOP Plan Title: 2. EXISTING CONDITIONS IS FROM AN ON-THE-GROUND SURVEY PERFORMED BY CHONGRIS - � �__ ENGINEERING IN OCTOBER 2023. l 3B ANNE ROAD 3. THE EXISTING SEPTIC TANK LOCATION IS FROM A TITLE 5 INSPECTION PREPARED BY �- OTHERS IN 2023. / NORTH ANDOVER, MA 4. EXISTING UTILITIES SHOWN ARE FROM DIG SAFE MARKINGS MEASURED DURING THE \` v ON-THE-GROUND SURVEY. SEWER LINE CONNECTION - NOI PLAN 5. WETLANDS WERE FLAGGED BY GODDARD CONSULTING LLC IN SEPTEMBER 2023. REFER / TO THE BORDERING WETLAND REPORT PREPARED BY GODDARD CONSULTING FOR MORE THIS PLAN IS FOR THE SEWER LINE DETAILS. 6. THIS PLAN REFERENCES AN ASSUMED DATUM. 5UY #' CONNECTION ONLY.ANY ADDITIONAL WORK WILL REQUIRE ADDITIONAL EROSION CONTROL NOTES: PERMITTING WITH THE COMMISSION 1. PRIOR TO THE COMMENCEMENT OF WORK, SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LOCATIONS INDICATED ON THE PLAN.ADDITIONAL BARRIERS,SILT FENCE OR BERMS SHALL BE LOCATED AS CONDITIONS WARRANT OR AS DIRECTED BY THE OWNER, / HIS/HER REPRESENTATIVES, OR THE LOCAL AUTHORITY THE TOWN IS TO BE CONTACTED PRIOR TO START OF WORK FOR INSPECTION OF THE EROSION CONTROL MEASURES. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TEMPORARY AND PERMANENT / SEDIMENTATION AND EROSION CONTROLS, INCLUDING CONCRETE WASHOUT AREAS AND _ _ _ - STOCKPILE AREAS, UNTIL WORK IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY t / '`_ == Address Info: STABILIZED. / 3. THE CONTRACTOR SHALL INSPECT SEDIMENTATION AND EROSION CONTROLS ON A �,/ WEEKLY BASIS AND IMMEDIATELY AFTER EACH RAINFALL; REPAIRS SHALL BE MADE BY 30 ANNE ROAD _ NORTH ROADR, MA THE END OF THE WORKING DAY. ACCUMULATED SEDIMENT SHALL BE REMOVED AND Nj - DISPOSED OF BY THE CONTRACTOR, AS REQUIRED BY THE LOCAL AUTHORITY OR AS %pP�� == DIRECTED BY THE ENGINEER. \ ///Q11 SITE PLAN ID: 037.B-0035-0000.0 4. NO MATERIALS SUBJECT TO EROSION SHALL BE STOCKPILED OVERNIGHT WITHIN THE m RIVERFRONT AREA UNLESS CONTAINED BY SEDIMENT BARRIERS OR COVERED. 1 - 20 BOOK/PAGE: 05804/315 5. DISTURBED AREAS SHALL BE STABILIZED BY LOAM AND SEED, OR BY ANOTHER APPROVED METHOD,AS SOON AS POSSIBLE AFTER THE FINISH GRADE HAS BEEN MET. IF FINAL GRADE DOES NOT OCCUR DURING THE GROWING SEASON,THESE AREAS SHALL BE SIZE: 2.45 ACRES MULCHED WITH HAYAND SECURED. EXISTING HOUSE 6. STREET SWEEPING IN THE VICINITY OF THE PROJECT AREA SHALL BE PERFORMED IF Prepared For: NEEDED UNTIL THE PROJECT LIMITS HAVE BEEN STABILIZED. ALL SEDIMENT TRACKED LEANOUT SET ONTO PUBLIC RIGHT OF WAYS OR PAVED AREAS SHALL BE SWEPT AT THE END OF EACH AT GRADE WORKING DAY. 104 YONNER E VIDAL 7. REFUELING SHALL BE PERFORMED OFFSITE. IF ON-SITE REFUELING IS REQUIRED IT - - - 104 SHALL BE PERFORMED OUTSIDE THE RIVERFRONT AREA/BUFFER ZONE AND A SPILL KIT I APPROXIMATE WATER V&V INVESTMENTS LLC SHALL BE KEPT ON-SITEATALLTIMES. 100.50 If LINE LOCATION. CONSTRUCTION SEQUENCE: (ESTIMATED) EXISTING GRADE I VERIFY IN FIELD yonnervidal©gmail.com 1. INSTALL EROSION CONTROLAS SHOWN. \ 2. INSTALL DEWATERING PITAS SHOWN IN THE DETAIL. 100 SLEEVE 2" FORCE MAIN W/4"SDR-35 100 603-262-0334 3. REMOVE NECESSARY TREES AND STUMPS.(NONE PROPOSED) _ _ OVER LENGTH OF CULVERTS & 10 FT _ 4. VERIFY EXISTING SEWER INVERTAT BUILDING. ( BEYOND FURTHEST EDGE OF 5. VERIFY EXISTING SEWER MANHOLE ELEVATION IN STREET. 6. INSTALL GRINDER PUMP UNIT. ( I CULVERT IN BOTH DIRECTIONS _ • - - 7. EXCAVATE FORCE MAIN TRENCH. i \ 8. CONNECT INTO EXISTING SEWER MANHOLE. 2"SCH. 40 PVC - - - 9. BACKFILL TRENCH AND PREPARE FINAL GRADING. 96 FORCE MAIN _ __ 96 10. LOAM AND SEED DISTURBED LAWN AREAS. PITCHED TOWARDS 11. REPAVE DISTURBED DRIVEWAY AREAS. 12. REMOVE AND DISPOSE OF SILTATION BARRIER ONCE VEGETATION IS WELL ESTABLISHED 4" SCH. 40 PVC SMH € �95.58 AND EROSION IS UNDER FULL CONTROL. S: 2% ( I INSULATE FOR FROST PROTECTION IF COVER 4.84 APPROXIMATE GAS LESS THAN 3 FT PERMIT CALL OUT: 92 LINE LOCATION. I 92 VERIFY IN FIELD CULVERT 1 - - - 1. THIS PLAN IS FOR CONSERVATION PERMITTING ONLY. CONFIRM WITH ENGINEERING D3684LSG/LSGX-SERIES ULVERT 2 DEPARTMENT IF ADDITIONAL ENGINEERING PLANS ARE REQUIRED. 2-HP DUPLEX GRINDER PACKAGE 1(0): 92.74 EXISTING SMH APPROXIMATE ELECTRIC LOCATION OF EXISTING UTILITIES ARE 1(0): 92.64 RIM: 100.19 I(I): 99.98 (FROM BLD LINE LOCATION. APPROXIMATE. EXACT DEPTHS ARE UNKNOWN. I(1): 95.14(FORCEMAIN) 1(0): 98.98(2" FM) VERIFY IN FIELD DIGSAFE PRIOR TO EXCAVATION. 88 BOT TANK EL: 93.98 STUB INV: 91.02 (EXISTING) 88 PROFILE VIEW H: 1" = 20' V: 1" = 8' 2"X 2"X 36"WOODEN STAKES PLACED 10' O.C. AREA TO BE 2- 1"x1"x4'WOODEN STAKES EACH BALE(TYP) PROTECTED 2 12/04/23 town comments FILTREXX SOXX DOWNSLOPE (12"TYP) HAY BALE: 36"x18"x24" EROSION CONTROL DETAIL) 1 =' 11/03/23 town comments 1 WATER FLOW / K woRKAREA BUTT SEDIMENTATION CONTROL BALES TOGETHER - - Rev. Rev. Description ® _ ° ° 3 No. Date ° Date: 10/11/2023 PLAN _ _ _ _ _ � -' ° I ° DISCHARGE HOSE FROM SUMP r, 2"X 2"X 36"WOODEN STAKES PLACED 10'O.C. BLOWN/PLACED MEDIA- FILTRExxsoxx(12"TYP) 10 ° ° 2- 1"x1"x4'WOODEN STAKES EACH BALE(TYP) Drawn by: AJC STOCKPILE AREA (SIZE CAN VARY) HAY BALE: 36"x18"x24" 3 WORK AREA ° I ° 3"OF 4"OF CRUSHED STONE AROUND HAYBALES AREA TO BE PROTECTED � d Approve by: AJC 12"MIN ° MIRAFI FILTER FABRIC ° ° ° ° ° ° 3"OF 4"CRUSHED STONE I I I I I I I I I � a--NATURAL OCCURING SOIL 6 SECTION �, L___ i i i i 1 I I 1 I i i i i i SITE PLAN AND NOTES NOTES u NP 1. ALL MATERIAL TO MEET FILTREXX®SPECIFICATIONS. 2. FILTER MEDIATI FILL TO MEET APPLICATION REQUIREMENTS. '' ='-• 3.COMPOST MATERIAL TO BE DISPERSED ON SITE,AS DETERMINED BY ENGINEER. - 10, LOCUS STOCKPILEAREA NTS SCALE: AS NOTED FILTREXX® SEDIMENT CONTROL NOT TO SCALE DEWATERING PIT DETAIL NOT TO SCALE NTS SHEET 1 OF 1