Loading...
2012-165 "OW TOWN OF QUEENSBURY 117 742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20120165 Date Issued: Thursday, June 21, 2012 This is to certify that work requested to be done as shown by Permit Number P20120165 has been completed. Tax Map Number: 523400-289-018-0001-006-000-0000 Location: 161 MANNIS Rd Owner: KENDALL & CAROLE MINGES Applicant: KENDALL & CAROLE MINGES This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the (DJ property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building& Codes (518)761-8256 BUILDING PERMIT Permit Number: P20120165 Application Number: A20120165 Tax Map No: 523400-289-018-0001-006-000-0000 Permission is hereby granted to: KENDALL& CAROLE MINGES For property located at: 161 MANNIS Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: KENDALL& CAROLE MINGES Septic Alteration Residential 54 SHERIDAN St Total Value GLENS FALLS,NY 12801-0000 Contractor or Builder's Name/Address Electrical Inspection Agency CEDAR RIDGE CONTRACTOR, AC 393-5308 978 RIDGE Rd GLENVILLE NY 12302-0000 Plans&Specifications 2012-165 septic alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,April 16, 2013 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town o uee bury; Ion. . , ,• pril 16,2012 SIGNED BY r for the Town of Queensbury. Director of Building& Code Enforcement °r1 Community Development Office D „' , ;g Town of Queensbury • 742 Bay Road • Queensbury, New York •12804J, .i , APR 162012 J Office Use Only / TAX MAP NO. 39 I S -J `1f�_1!� ER FEE o PERMIT NO. " /� T BUILDING&CODES RY / � APPROVALS: ZONING TOWN CLERK APPLICATION FOR SEPTIC DISPOSAL SYSTEM PERMIT: A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE� ISSUANCE OF A VALID PERMIT: OWNER: ,eeilAo//.1�i/d�C .''7-C < �]/�/ INSTALLER: 66::•74.4e' �,Q(-� Cb,(:/7>e;i.? A.0 ADDRESS: /61 /% ,14' 4261- Yt 4cL 4J ' ADDRESS: / 7 c £' 7 6 09. C t 2-P,,/ilP� cf.>'. PHONE NOS. .5.n'— 2'9 S S/f-,y PHONE NOS._g�3 '° /s LOCATION OF INSTALLATION: / //4/J/I/' /4' la,errs 6c?7, /0/ 47ra y RESIDENCE INFORMATION: NO.OF COMPUTATION YEAR BUILT X = TOTAL DAILY FLOW BEDROOMS (Gallons per bedroom) GARBAGE GRINDER 1980 or older X 150 = INSTALLED? /(/rj 1981 -1991 X 130 = SPA OR HOT TUB,/ 1992-present 2- X 110 = as Q INSTALLED? /!/O PARCEL INFORMATION: 7 ✓ TOPOGRAPHY: FLAT ROLLING STEEP SLOPE %SLOPE J ✓ SOIL NATURE: SAND LOAM X CLAY OTHER ✓ GROUNDWATER: AT WHAT DEPTH? ll//4 ✓ BEDROCK/IMPERVIOUS MATERIAL: AT WHAT DEPTH? /1/A4 ✓ DOMESTIC WATER SUPLY: MUNICIPALWELL X (If well:water supply from any septic system absorption is: 0 ft) r ✓ PERCOLATION TEST: RATE IS /— 7 PER MIINUTE PER INCH[mpi] (Test to be completed by a licensed professional engineer or architect) PROPOSED SYSTEM FOR NEW CONSTRUCTION: All individual sewage disposal systems must be designed by a licensed professional engineer or architect(unless installed in a Planning Board approved subdivision). TANK SIZE: I/&O GALLON (MIN.SIZE IS 1,000 GAL.)Add 250 gallons to the size of the septic tank for each garbage grinder, spa or whirlpool tub. SYSTEM TYPE: 0 ABSORPTION FIELD(WITH NO.2 STONE) Total length ft. Each trench X ❑SEEPAGE PIT(S)(WITH NO. 3 STONE) How many? Size? / / ) 'ALTERNATIVE SYSTEM Bed or other type?/x/256�/ A�I/4/1LC� Cr7f��`D-SC�f;G (4�s ❑ HOLDING TANK SYSTEM Total required capacity? J Tank size? Number of tanks? NOTE: ALARM SYSTEM AND ASSOCIATED ELECTRICAL WORK MUST BE INSPECTED BY A TOWN APPROVED ELECTRICAL INSPECTION AGENCY. PLEASE REVIEW LIST PROVIDED. For your protection, please note that pursuant to Section 136-29 of the Code of the Town of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have read the regulations with respect to this application and agree to abide by these and all requ'rements of the Town of Qu nsb ry QUESTIONS? CALL 761-8256 OR EMAIL Sa Sew e D po rdinance. 4 2.-e/2.' codes(@nueensburv.net ALX. 40,..---• [SG VISIT OUR WEBSIIT0MAfl0N Sign ture of Person Responsi to www.queensbury.net Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm Depart: ` T` am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ` NAME:%G. PERMIT NO.: 2-C-='( k-621) LOCATION: aa I NU' It5 C2INSPECT ON: RECHECK: 12,1 Z Comments and/or diagram Soil Type: Sand/ Loam / Clay Type of Water: Municipal/ Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/A [150'to well required if NO]_ Absorption Field: Total length ft. r� d--\)' V Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: Stone Size: 4.. Piping Size TypeMi\trf.D7 1, Building to tank Tank to Distribution Box Distribution Box to Field/ Pit Opening Sealed: Y N End Cap _Y_ N InletLOutlet Pipes &Baffles _Y N Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N Location / Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Ys N ETU Maintenance Contract N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use S us: Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_,03 29 10.doc l _J 3i1A-L- Septic Inspection Report Office No. (518) 761-8256 Date Inspection request received: VS1 1-2— Queensbury Building &Code Enforcement Arrive: am/pm Depart: c1m/Pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: ,....ilk NAME: M ,- t'- S PERMIT N6.: Z —/ `,__c LOCATION: I (e 1 LNA`A.N' S iL 6 INSPECT ON: MY RECHECK: Comments and/or diagram Soil Type: • Loam / Clay Type of Water: Mu icipal/ Well Water Waterline separation distance ft. Well separation distance ft. 7, (4--2 -1,s4.1 "-- Other wells: ft. Well Casing Length 50' + /- Y N N/A < c' 7 1fo [150'to well required if NO] [ Absorption Field: Total length ft. �h �, Length of each trench _ _ ft. yw V Depth of trenches ft. '-- 1 Size of Stone Seepage Pits: Number ,G� - Size: x Stone Size: < Q'"b .'5 -- Piping Size Type Building to tank Tank to Distribution Box \ Distribution Box to Field/ Pit Opening Sealed: Y N f`t>'TZ__ fzIF -6-0-c End Cap _N Inlet/Outlet Pipes&Baffles7/_____N Y N Manholes 12"or less below grade _Y_N [provide extension collar if Yes] �Y N Location/ Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits 1 ft. Conforms as per Plot Plan 4/Y N Engineer Report and As-Built Y ETU Maintenance Contract _Y_ N provided Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear stem Use Stat : Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Bullding Codes Forms\Inspectlon Forms\Septic Inspection Report_03 29 10.doc l a,Y 1 6_ //teA-,1-4.C._ Septic Inspection Report lq-eCGkeCk--- Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: am/pm part:/ \ am/pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: /1 NAME: 1 " IDU� l 66 PERMIT NO.: .2-0 0--I < LOCATION: A. _ INSPECT ON: llo it: teII 026lc)-- RECHECK: — Comments and/or diagram Soil Type: Sand/ Loam/ Clay Type of Water: Municipal / Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50' + / - Y N N/Ae fiFt [150'to well required if NO] '1Wrigl70q Absorption Field: Total length L0 ft. _______________------, t. �/c 'D Length of each trench ft. c2� -a'G Depth of trenches a-ZIA– ft. Size of Stone Seepage Pits: Number Size: x Stone Size: Piping Size Type a`��^w � Building to tank c265r) , Tank to Distribution Box Distribution Box to Field/ Pit VCl\k- Opening Sealed: Y N End Cap N .'._1(__ .(_.,.0 _)-c--c-- -f-L__ _ Inlet/Outlet Pipes &Baffles N �_ Ley Manholes 12"or less below grade �_N [provide extension collar if Yes] 1/Y ,N l> � c____ Location/ Separations Foundation to tank ft. 1____, Foundation to absorption ft. Separation of Pits eft. Conforms as per Plot Plan Y N Engineer Report and As-Built ETU Maintenance Contract Ylic provided Location rstem on Property: Fro t2 Rear Left Side Right Side Middle Front Middle Rear S stem Use S s: r Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved L:\Pam Whiting\2010\Building Codes Forms\Inspection Forms\Septic Inspection Report_03 29 10.doc GENERAL AND SURVEY NOTES 1. SURVEY INFORMATION IS BASED ON FIELD SURVEY 5. LAP LENGTHS FOR CONCRETE REINFORCEMENT SHALL BE \ "TOPOGRAPHIC MAP OF KENDALL L. & CAROLE L. BASED ON THE FOLLOWING TABLE:(APPLIES TO 3000 PSI- I _ M MINCES" BY VAN DUSEN &STEVES, LS DATED CONC. W 2'" COVER) � 'I ALL _ -_ �, O M / 10/08/1996. i x SIZE F'C=3 KSI F'C =4 KSI C� / /� z 2. SURVEY REFERENCES: 0 -J - \ _ � 1 I / DEED REF. - EDNA I. CUTSHALL TO KENDALL L. #3 17" 15" ° & CAROLE L. MINCES DATED #4 22" 19" - - - 3 I SEPTEMBER 2, 1980. #5 28" 24" EXIST. GONG. WALKWAY p O C NC �` v Ow �1 i MAP REF. - 1. MAP OF SURVEY MADE FOR #6 33" 29'" TO BE REMOVED. 2 RE /- i it #7 48" 42" KENDALL L. & CAROLE L. #8 55" 48" MINGES BY VAN DUSEN & i STEVES DATED OCTOBER #9 62" 54" $ (I �� 1996. #10 69" 60" \ I 2 MAP OF SURVEY MADE FOR #11 76" 66" J EXIST. RESIDENCE L� FINISH FLOOR _ RICHARD HUGHES JR. EL 438.30' BY VAN DUSEN & STEVES LAP LENGTHS ABOVE SHALL BE INCREASED IF ANY OF i l DATED APRIL 8, 1986. THE FOLLOWING CONDITIONS APPLY:, 3. MAP OF SURVEY MADE FOR i % EDNA IRENE CUTSHALL BY VAN 'TOP BARS" INCREASE LENGTHS BY 30% \ DUSEN & STEVES DATED LIGHTWEIGHT CONCRETE - INCREASE LENGTHS BY / / REMOVE EXIST. BUILDING FOUNDATION FROM DECEMBER 7, 1984. 30% , 29 "�0 l B 2 LF). E EXISTING I � �- - � ',CELLAR `��•, / EPDXY COATING - INCREASE LENGTHS BY 50% \ / l FOUNDATION WALL PTA TO PT 0 EXCAVATE EXIST N 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT t GRADE TO ACCOMODATENEW BUILDING �. �` � �„ / � / l / l l i � � FOUNDATION. SEE TYP: UNDA770 ENTRY / OF AN ABSTRACT OF TITLE OR TITLE REPORT AND IS, / ; SECTION, DWG. C-4. THEREFORE, SUBJECT TO ANY EASEMENTS, COVENANTS, 6. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH FC" \ \ U OR RESTRICTIONS OF RECORD OR ANY STATEMENT OF O 28 DAYS OF 4000 PSI. MAXIMUM'tSLUMP SHALL BE 4' _ / % l '- FACTS SUCH DOCUMENTS WOULD DISCLOSE. ALL FOUNDATION AND WALL CONCRETE; SHALL BE 41 O AIR -ENTRAINED TO AN AIR CONTENT OF 57 TO 7%. � � �I 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS AND VERIFY GRADES 7. ALL CEMENT SHALL BE PORTLAND CEMENTMEETING THE GRAVEL �'��' �/ �� i „q /� / I EXIST. CONC. STAIR AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REQUIREMENTS OF ASTM C 150, TYPEI•,OR II. PARKING �� j �' B PORCH /� / TO BE REMOVED. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE C �' ����� ��� �� ENGINEER. 8. ALL REINFORCEMENT SHALL COMPLY WTH !STM A615, GR. AREA /C 12" HEMLOCK / / �' / 60. EXIST. TREE TO R� p / ./� / HUGHES 5. INFORMATION ON EXISTING CONDITIONS WAS BASED ON BE REMOVED, TYP. �� % �1 Q) 43 --- FIELD SURVEYS AND INSPECTIONS. ACTUAL FIELD 9• ALL CONCRETE SHALL 6, TESTED AND SAMPLED. A'SET (BY OTHERS) _)@(14" OAK 436 _ CONDITIONS MAY REQUIRE MODIFICATIONS TO OF COMPRESSION TEST SAMPLES SHALL CONSIST OF `FOUR - CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CYLINDERS. OBTAIN ONE COMPOSITE SAMPLE FOR EACH [ 2 O __ / CONTRACTOR SHALL PERFORM THE WORK AS DAY'S POUR OF EACH CONCRETE MIX,r PLUS ONE T/EXIST WALL REQUIRED TO SUIT THE ACTUAL FIELD CONDITIONS. ADDITIONAL SET FOR EACH ADDITIONAL] 10 ,CU. YD. OR /j" SLUMP ASTM C 143 EL 435.0't 6. THE CONTRACTOR SHALL EXERCISE DUE CARE SUCH FRACTION THEREOF. TEST EACH SAMPLE ASFOLLOWS: „ THAT ANY MATERIALS THAT ARE TO REMAIN IN PLACE AIR ENTRAINMENT - ASTM C 231 TOVF / ��.- 1 "OAK WILL NOT BE DAMAGED. ANY SUCH ITEMS DAMAGED CONCRETE TEMPERATURE - ASM C� 1064 - - S DURING THE COURSE OF THE WORK SHALL BE COMPRESSIVE STRENGTH TEST V ASTM C 39 - EXIST. STONE WALL wITT /' :� REPLACED TO THE SATISFACTION OF THE OWNER AT TEST ONE SPECIMEN AT 7 DAYS AND TWO AT 28 TO BE REMOVED. - -- - / EXIST MAILBOX TO BE THE EXPENSE OF THE CONTRACTOR. RE AS DIRECTED. DAYS, IF REQUIRED. TESTING AT 56 P-2 �I LOCATED DAYS. piOLD ONE SPECIMEN FOR � 420 � y�<T " 7. UNDERGROUND PIPELINES AND UTILITY LOCATIONS, t 28" H LOCK WHERE INDICATED, ARE BASED ON VISUAL EVIDENCE /' / / BENCH IMARK. N! -1/L 10. SEND ONE COPY OF EACH WRITTEN REPORT SUMMARIZING - � _ I �I OO HEMLOCK � q/' �+I� ABOVE EXISTING GRADE AND ARE APPROXIMATE ONLY. THE TEST RESULTS TO THE ENGINEER ' / 41to IN 1211 i' ")EIVILOC THE CONTRACTOR SHALL DETERMINE LOCATIONS OF \ SILT FENCE ±55 LF. - PT 1 - -- - ALL UNDERGROUND UTILITIES AND PIPELINES BEFORE PROTECT ANo QR 12" PINE / l ELEVATION = 431.41 COMMENCING WORK AND SHALL/ /�'A, // REROUTE SUCH ITEMS AS ORDERED BY THE ENGINEER. EART! /VYOR/� NOTES v/SI -- -___ -- - - -- - - 2 AK / COMPLY WITH ALL REQUIREMENTS OF DIG SAFE NEW l LEGEND 1. EXCAVATION SHALL BE TO ELEVATION INDICATED WITH TP -1 YORK. A TOLERANCE OF PLUS/MINUS 1". _ 410 8. THE OWNER HAS OBTAINED PERMITS FOR THIS _ RIAL STOCKPILES, IF REQUIRED, SHALL BE - 12" PIN-E� UEENSBURY. PERMIT 2. MATE r __ � - / - / EXISTING TREE TO BE REMOVED PROJECT FROM THE TOWN OF Q LOCATED WHOLLY WITHIN THE WORK *E4. ADDITIONAL _ _ _ O� - " / ,�: CONDITIONS SHALL BE CONSIDERED A PART OF THIS FENCES SHALL BE PROVIDED AT THE `BASE OF l LL BE STRICTLY ADHERED TO. SILT F SILT FENCE' ±30 LF. - MAI BOX WORK AND SHA ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE E O _ _ _ � XISTING TREE 9. ALL TREES MARKED FOR REMOVAL HAVE BEEN CUT ENGINEER. [� T - " __ �� / TO STUMP LEVEL. STUMP REMOVAL AND DISPOSAL AND OTHER EXCAVATION SIE SLOPES v EXIST. CONTOUR ` , 3. ALL TRENCHES " T. %7. 4 SHALL BE THE CONTRACTORS RESPONSIBILITY. DAGRAhIMATIC ONLY ` O8 INDICATED ON THE DRAWINGS ARE (� _ _ �_ gk•. TO INDICATE:- STABLE v ,_ - _ Q,. AND ARE NOT INTENDED - s? TOR SH LL, BE 'i "=4 r ^ a ,,.'_; .T TEST PIT LOCATION EXCAVATION SLOPE. THE CONTRAC ,ti4 A -^ ��', :. r1 F X08. FOR THE ADEQUACYAND ST BILITY OF RESPONSIBLE �+ 3. ,, ` �. SLOPES,'; SHcETING, SNORT G, TRENCH \ "\"' �t,-' ALL EXCAVATION__.-_. cs ,f �. PT -1 ��dw _ y PERC. TEST LOCATION ANY OTHER MEANS REQUIRED OR A SAFE /Q BOXES, ANDA v < ' �., CRETE..... FOR PROTEOTION:. OF r. v v ' . O _::. � : � , _. , � . , � s s. �, PRECAST CON RK ENVIRONMENT AND �. ;• .. �/� � ,.,, , ,� �� i,, ,.'� WO 1. 6 . + r !1 1 ,_ g gg u.ru s. ALL srR � A WAYS. AND OTHER _ �\ ,� , w ,� ROADWAYS z ❑ ❑ ADJACENT R _,_ O o _ ,> --�, SILT FENCE ., v V .1,. ALL NOTES � ��. ,. ,,.� , „ ,_ RETAINING W LL coMP_Y WIT THE � ., ... � _. � "- EXCAVATION WORK SHA 14 , : FOLLOWING REGUAORYREQUIREMENTS OF THE v: p O I. CONCRETE RETAINING WALL SHALL BE A 7 PRECAST � ,';,,, " f „ , .. , .•...,` ' '.," ,. „ " PRE-ENGINEERED PRECAST CONCRETE SEGMENTAL AGENCIES: �S v 9 �'� ' \'� REVISIONS RETAINING WALL SYSTEM UTILIZING SIMULATED _ TON OPERATIONS,", OF NEW v SUBPART 23-4, _CCA /A I 9 LOCKING CONCREFE UNITS IN "'�' STONE -FACED INTER T OF LABOR INDUST IAL CODE RULE v v i - REV. ;= DATE ` ^ •, DESCRIPTION , GRAVITY WALL CONFIGURATION. THE WALL SYSTEM YORK DEP ED BY 23.v0 9/6/11 ISSUED FOR T.�QUEENSBURY SHALL BE REDI-ROCK, AS MANUFACTUR v GRAYMONT MATERIALS, INC., KEESEVILLE, NY " - ID & VARIANCE APP \ LIGATION -SUBPART P, EXCAVATIONS" OF THE UNITED STATES , 1/6/12 ID &CONSTRUCTION DEPARTMENT OF LABOR OSHA REGU IONS'FOR \ 2. THE WALL SYSTEM SHALL BE CAPABLE OF RESISTING CONSTRUCTION. ^, \ r ^'' TOWN OF 4UEENSBURY \ LATERAL EARTH LOADS FROM THE MAXIMUM GRADE \ 'V g v LI%: SEPARATIONS INDICATED ON THE DRAWINGS.: -ALL OTHER MUNICIPAL, COUNTY, STAjc Ofd FEDERAL \ BUILDING &i iC1 ' �3T AGENCIES, REGULATIONS OR LAWS PEFTAIN�IG TO \ 6�°�' `l "'' 1 3. THE WALL SYSTEM SUPPLIER HAS PREPARED SHOP EXCAVATION SAFETY AS MAY APPLY A THE NIORK SITE. \ ' " i' 'i� f ReVia v �� " t_" 4 �r7� \ D�p�� w DRAWINGS WHICH INDICATE PROPOSED WALL' SYSTEM Nj�TAT15 (MrJJ�) PO1VjJ �/, a PLAN, SECTIONS AND ELEVATION VIEWS. THE THE MORE STRINGENT PROVISION IN *CH ,OF THE � Date: y� �� CONTRACTOR SHALL INSTALL THE WALL SYSTEM IN ABOVE CODES SHALL APPLY. THESE PJ?OVISIONS SHALL \ �� 1 STRICT ACCORDANCE WITH ALL REQUIREMENTS BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL A �'�� INDICATED ON THE SHOP DRAWINGS AND THE DESIGN BE INCREASED IF NECESSARY TO PRO IDE,'_$AFE = a �" "' F NEW yo ,y� \ C \ - - `SGj�' �o ScHoo �f DRAWINGS. WORKING CONDITIONS. \1V0Ic 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 4. CRUSHED STONE, WHERE CALLED FORON E SCHEDULING OF DELIVERIES FOR ALL WALL SYSTEM DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF C \`" \ SUPPLIER AND FOR TRANSPORTATION STANDARD SPECIFICA IONSfSECTION F�q js „ �G COMPONENTS DIRECTLY WITH THE a w'" , SIZE DESIGNATION 2 �'S ><s O 'i:." r THE OFF-LOADING OF ALL MATERIALS AT THE SITE. 703-02, APR 16 ���2 No'6?g7ti � r� 1 _ m ,PROF 1�. SYSTEM LAYOUT SHALL 5. ALL NEW GRADES SHALL BE BLENDED; SMOOTHLY WITH 404 - - 5. CONTROL POINTS FOR WALL A SMOOTH TRANSITION EXISTING GRADES TO PROVIDET17VllN C?F QUCENuBUftY 4, BE PROVIDED BY A SURVEYOR RETAINED BY THE + '° a y, BUILDING&CODES`�a BETWEEN NEW GRADING AND EXISTING SURFACES TO . UNAUTHORIZED ALTERATION OR ADDITION TO SHALL COORDINATE WITH 11. 's TOPSOIL SHALL COMPLY WITH NYSDOT STANDARD SPEC. VALS PLAN, OWNER. THE CONTRACTOR REMO THE SURVEYOR TO SCHEDULE THE LAYOUT WORK AND REMAIN. SECTION 613. 1'-10' 0' " THIS DOCUMENT IS A VIOLATION OF SECTION CONTROL POINT REQUIREMENTS. v 4 6. ALL DISTURBED AREAS NOT COVERED VITH -SITE cr N = 7209 SUBDIVISION 2 OF THE NEW YORK STATE IMPROVEMENTS OR LANDSCAPING SHALL ` BE COVERED WITH 12. SEEDING AND MULCHING SHALL COMPLY WITH NYSOOT ? _� EDUCATION LAW. OIL AND SEEDED TO ESTABLISH 3'A DENSE STANDARD SPEC. SECTION 610. & o a TOPS g. fi, � � N C 3 OF ' ^ FOUNDATION NOTES GROWTH OF TURF. SCHODER RIVERS ..: 1 va cap. TEST PIT AND PERGOLA T/ON TEST L OG ; I to ° ASSOCIATES /+ r 7. BACKFILL MATERIAL SHALL BE SELECT ;S,TRUCTURAL FILL EROSION CONTROL NOTES v ` w y ". g g 1. PRIOR TO REMOVING THE EXISTING HOUSE FOUNDATION ri n a Consulting Engineers, P.C. SHORING CONFORMING WITH PlYS DOT STANDARD SPECIFICATION SHALL PROVIDE AND INSTALLPSOIL Evergreen Professional Park THE CONTRACTOR. ALL SILT FENCES SHALL BE IN PLACE AT LOCATIONS 7. THE CONTRACTOR SH L PROVIDE A DUMPSTER ^„ , � Al,-� Ar TEST PIT #1 0"' TO 3" _, ,� , ,�r�;., ,,, ,,:I � � a,ro 453 Dixon Road, Suite 7, Bldg. 3 ABLE OF SUPPORTING THE EXISTING RESIDENCE FOR SECTION 203, BACKFILL SHALL BE PLAC_D,�IN MAX. -12 CAP � INDICATED IN ACCORDANCE WITH THE DETAILS ON-SITE FOR DISPO L OF DEBRIS, GARBAGE AND 3" TO 45" REDDISH SANDY GRAVEL W/COBBLES �i � _.• <v a Queensbury,New York 12804 THE AREA INDICATED ON THE CONSTRUCTION DRAWINGS. THK. LOOSE LIFTS AND COMPACTED TO !95% Or THE BEFORE COMMENCEMENT OF ANY DISTURBANCE OF LITTER. STANDARD PROCTOR DENSITY. r' 45" TO 55" / i BROWN SAND W COBBLE S EXISTING GROUND SURFACE. NO BEDROCK 'ENCOUNTERED (518)761 1 -0417, FAX: (518) 761-0513 2. MEASURE, MIX, BATCH AND DELIVER CONCRETE FOR 3 8. SILT FENCES SHALL f MAIN IN PLACE UNTIE A NO MOTTLING' ENCOUNTERED 4 w cn t C 94. B. GEOTEXTILE FABRIC SHALL COMPLY WIT NYSDOT STANDARD C FOUNDATION IN ACCORDANCE WITH ASTM UT AND FILL EARTTIWORK SURFACES STABLE GROWTH OF PRF -IS PRESENT AT ALL COBBLES AT 55 q"n 'I SPECIFICATION SECTION 207. ALL FABRIC SHALL APPEAR 2. ALL EXPOSED C LARGE f { TEMPERATURE IS BELOW 40 DEG. F. OR IS ON THE NYSDOT LIST OF APPROVED MPTERIALS FOR THE j SHALL -BE 'COVERED WITH MIN. 3" OF TOPSOIL DISTURBED AREAS. 4 Y 1 ;: SCALE: 1 "=10'-0 DRAWN BY: SRA 3. WHEN AIR T EC. S AND TEST PIT #2 0" TO 3" TOPSOIL »,3 ` } (u to �' DATE: 1/6/12 ENG. BY: MEH F S OP.DRAWINGS FOR CONFORMING TO NYSDOT SP EGFION 613 A S,• D TO FALL BELOW 40 DEG. F. CONCRETE SHALL USAGE INDICATED. S__ WALL SYSTEM EXPECTE WITH NYS 9. THE CONTRACTOR SHA L 'PROVIDE AN APPROVED 3 TO 48 REDDISH SANDY GRAVE, W/COB6LE F� ` PROJ. N0: 11-388 CHK'D BY: CBS BE PLACED AND CURED IN ACCORDANCE WITH THE INSTALLATION REQUIREMENTS. TURFED IN ACCORDANCE DOT SPEC. 0 UNLESS NOTED TO UE COVERED BY SECONDARY CONTAINh]ENT SYSTEM FOR ALL'FUELw,.,' NO BEDROCK ENCOUNTERED _ � m SECTION 61 , 9Y` n rn , CLIENT NAME CONCRETE S TEMPORARILY STORED NO MOTTLING ENCOUNTERED REQUIREMENTS OF ACI 306 "COLD WEATHER TOR STRUCTURES. `._ AND PETROLEUM PRODUCT 9. IMPERMEABLE MEMBRANE SHALL BE 40� MIL THK. HDPE. PAVEMENT _, m ON THE SITE. KEN MI NGES LAPS OLA? 0 RATE = 1 Mina in. WITH SEAL ALL SEAMS AND APS IN ACCORDANCE PERC, TEST PT 1 ;,;STABILIZED PERC I N / I,;; I a 4. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE UNWORKED FOR MORE _ N 14 DAYS I EMENTS. SEE 3. ALL AREAS UNWO THAN E n S' " 1 6 I MANNI S , RD. ' ,REST DENCE MANUFACTURES STANDARD SEALING REQUIREMENTS. _ TEST AT ±18' BELOW EXIST. GRADE sr ACI 304 GUIDE FOR MEASURING, MIXING, TRANSPORTINGMUST BE SEEDED WITH ANNUAL RYE GRASS AND LL SYSTEM SHOP DRAWINGS FOR IN TALLATION AND PLACING CONCRETE. CONSOLIDATE PLACED CONCRETE WA PROTECTED WITH STRAW MULCH. QUEENSBURY, N. Y. REQUIREMENTS. - \ NESSED BY SCHODE RIVERS m y BY MECHANICAL VIBRATION. ASSOCIATES, PCONJULYW14,E20Ai EVALUATED AND WIT 3 ` DRAWING TITLE " L RETAIN AN INDEPENDENT 4. AFTER EVERY STORM EVENT IN EXCESS OF 1/2 j 10. THE CONTRACTOR SHALL S PERCOLATION TEST PT -1 WAS PERFORMED BY SCHODER RIVERS 7 QUALIFIED GEOTECHNICAL TESTING AGENCY TO PERFORM RAINFALL; INSPECT ALL SILT FENCE. REMOVE RETAINING WALL AND COMPACTION TESTING. SUBMIT 0 E COPY OF ALL ACCUMULATED MATERIAL, FILL ERODED AREAS AND ASSOCIATES, PC ON AUGUST 5, 2011. x� SOIL COM AND T E ENGINEER. FIELD RESET SILT FENCES. r="f° WASTEWATER SYSTEM TEST REPORTS TO TH_ OWNER N „r ,�a . i IN-PLACE DENSITY TESTS SHALL BE PERFORMED BY } REPLACEMENT _ + '`r, . 5. CLOSE ALL STOCKPILES WITH SIL CE. « ..>. EITHER ASTM D1556 (SAND CONE MET OD) OR ASTM EN T FEN I t,r +. REMOVALS 'PLAN NIUCLEAR METHOD . TESTS SHALL BE D2922 ( ) w� S SHALL TES , IN ALL BACKFILL ONE TEST PER 250 6. EROSION CONTROL MEASURE _� CONFORM WITH AND `NO PERFORMED : k a �., ° " * THE REQUIREMENTS OF NEW YORK STATE STANDARDS I OF FILL SURFACE 'MINIMUM ` 2 TESTS PER SQUARE FEET O t i 41, AND SPECIFICATIONS FOR EROSION AND SEDIMENT LIFT. ,, ,.� f, � .. ���� TNG N0.. CONTROL q DRAW SHT."1 OF r4 REV. 1 GENERAL AND SURVEY NOTES 1. SURVEY INFORMATION IS BASED ON FIELD SURVEY 5. LAP LENGTHS FOR CONCRETE REINFORCEMENT SHALL BE \ "TOPOGRAPHIC MAP OF KENDALL L. & CAROLE L. BASED ON THE FOLLOWING TABLE:(APPLIES TO 3000 PSI- I _ M MINCES" BY VAN DUSEN &STEVES, LS DATED CONC. W 2'" COVER) � 'I ALL _ -_ �, O M / 10/08/1996. i x SIZE F'C=3 KSI F'C =4 KSI C� / /� z 2. SURVEY REFERENCES: 0 -J - \ _ � 1 I / DEED REF. - EDNA I. CUTSHALL TO KENDALL L. #3 17" 15" ° & CAROLE L. MINCES DATED #4 22" 19" - - - 3 I SEPTEMBER 2, 1980. #5 28" 24" EXIST. GONG. WALKWAY p O C NC �` v Ow �1 i MAP REF. - 1. MAP OF SURVEY MADE FOR #6 33" 29'" TO BE REMOVED. 2 RE /- i it #7 48" 42" KENDALL L. & CAROLE L. #8 55" 48" MINGES BY VAN DUSEN & i STEVES DATED OCTOBER #9 62" 54" $ (I �� 1996. #10 69" 60" \ I 2 MAP OF SURVEY MADE FOR #11 76" 66" J EXIST. RESIDENCE L� FINISH FLOOR _ RICHARD HUGHES JR. EL 438.30' BY VAN DUSEN & STEVES LAP LENGTHS ABOVE SHALL BE INCREASED IF ANY OF i l DATED APRIL 8, 1986. THE FOLLOWING CONDITIONS APPLY:, 3. MAP OF SURVEY MADE FOR i % EDNA IRENE CUTSHALL BY VAN 'TOP BARS" INCREASE LENGTHS BY 30% \ DUSEN & STEVES DATED LIGHTWEIGHT CONCRETE - INCREASE LENGTHS BY / / REMOVE EXIST. BUILDING FOUNDATION FROM DECEMBER 7, 1984. 30% , 29 "�0 l B 2 LF). E EXISTING I � �- - � ',CELLAR `��•, / EPDXY COATING - INCREASE LENGTHS BY 50% \ / l FOUNDATION WALL PTA TO PT 0 EXCAVATE EXIST N 3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT t GRADE TO ACCOMODATENEW BUILDING �. �` � �„ / � / l / l l i � � FOUNDATION. SEE TYP: UNDA770 ENTRY / OF AN ABSTRACT OF TITLE OR TITLE REPORT AND IS, / ; SECTION, DWG. C-4. THEREFORE, SUBJECT TO ANY EASEMENTS, COVENANTS, 6. ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH FC" \ \ U OR RESTRICTIONS OF RECORD OR ANY STATEMENT OF O 28 DAYS OF 4000 PSI. MAXIMUM'tSLUMP SHALL BE 4' _ / % l '- FACTS SUCH DOCUMENTS WOULD DISCLOSE. ALL FOUNDATION AND WALL CONCRETE; SHALL BE 41 O AIR -ENTRAINED TO AN AIR CONTENT OF 57 TO 7%. � � �I 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL STAKE OUT ALL IMPROVEMENTS AND VERIFY GRADES 7. ALL CEMENT SHALL BE PORTLAND CEMENTMEETING THE GRAVEL �'��' �/ �� i „q /� / I EXIST. CONC. STAIR AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REQUIREMENTS OF ASTM C 150, TYPEI•,OR II. PARKING �� j �' B PORCH /� / TO BE REMOVED. IMMEDIATELY BROUGHT TO THE ATTENTION OF THE C �' ����� ��� �� ENGINEER. 8. ALL REINFORCEMENT SHALL COMPLY WTH !STM A615, GR. AREA /C 12" HEMLOCK / / �' / 60. EXIST. TREE TO R� p / ./� / HUGHES 5. INFORMATION ON EXISTING CONDITIONS WAS BASED ON BE REMOVED, TYP. �� % �1 Q) 43 --- FIELD SURVEYS AND INSPECTIONS. ACTUAL FIELD 9• ALL CONCRETE SHALL 6, TESTED AND SAMPLED. A'SET (BY OTHERS) _)@(14" OAK 436 _ CONDITIONS MAY REQUIRE MODIFICATIONS TO OF COMPRESSION TEST SAMPLES SHALL CONSIST OF `FOUR - CONSTRUCTION DETAILS AND WORK QUANTITIES. THE CYLINDERS. OBTAIN ONE COMPOSITE SAMPLE FOR EACH [ 2 O __ / CONTRACTOR SHALL PERFORM THE WORK AS DAY'S POUR OF EACH CONCRETE MIX,r PLUS ONE T/EXIST WALL REQUIRED TO SUIT THE ACTUAL FIELD CONDITIONS. ADDITIONAL SET FOR EACH ADDITIONAL] 10 ,CU. YD. OR /j" SLUMP ASTM C 143 EL 435.0't 6. THE CONTRACTOR SHALL EXERCISE DUE CARE SUCH FRACTION THEREOF. TEST EACH SAMPLE ASFOLLOWS: „ THAT ANY MATERIALS THAT ARE TO REMAIN IN PLACE AIR ENTRAINMENT - ASTM C 231 TOVF / ��.- 1 "OAK WILL NOT BE DAMAGED. ANY SUCH ITEMS DAMAGED CONCRETE TEMPERATURE - ASM C� 1064 - - S DURING THE COURSE OF THE WORK SHALL BE COMPRESSIVE STRENGTH TEST V ASTM C 39 - EXIST. STONE WALL wITT /' :� REPLACED TO THE SATISFACTION OF THE OWNER AT TEST ONE SPECIMEN AT 7 DAYS AND TWO AT 28 TO BE REMOVED. - -- - / EXIST MAILBOX TO BE THE EXPENSE OF THE CONTRACTOR. RE AS DIRECTED. DAYS, IF REQUIRED. TESTING AT 56 P-2 �I LOCATED DAYS. piOLD ONE SPECIMEN FOR � 420 � y�<T " 7. UNDERGROUND PIPELINES AND UTILITY LOCATIONS, t 28" H LOCK WHERE INDICATED, ARE BASED ON VISUAL EVIDENCE /' / / BENCH IMARK. N! -1/L 10. SEND ONE COPY OF EACH WRITTEN REPORT SUMMARIZING - � _ I �I OO HEMLOCK � q/' �+I� ABOVE EXISTING GRADE AND ARE APPROXIMATE ONLY. THE TEST RESULTS TO THE ENGINEER ' / 41to IN 1211 i' ")EIVILOC THE CONTRACTOR SHALL DETERMINE LOCATIONS OF \ SILT FENCE ±55 LF. - PT 1 - -- - ALL UNDERGROUND UTILITIES AND PIPELINES BEFORE PROTECT ANo QR 12" PINE / l ELEVATION = 431.41 COMMENCING WORK AND SHALL/ /�'A, // REROUTE SUCH ITEMS AS ORDERED BY THE ENGINEER. EART! /VYOR/� NOTES v/SI -- -___ -- - - -- - - 2 AK / COMPLY WITH ALL REQUIREMENTS OF DIG SAFE NEW l LEGEND 1. EXCAVATION SHALL BE TO ELEVATION INDICATED WITH TP -1 YORK. A TOLERANCE OF PLUS/MINUS 1". _ 410 8. THE OWNER HAS OBTAINED PERMITS FOR THIS _ RIAL STOCKPILES, IF REQUIRED, SHALL BE - 12" PIN-E� UEENSBURY. PERMIT 2. MATE r __ � - / - / EXISTING TREE TO BE REMOVED PROJECT FROM THE TOWN OF Q LOCATED WHOLLY WITHIN THE WORK *E4. ADDITIONAL _ _ _ O� - " / ,�: CONDITIONS SHALL BE CONSIDERED A PART OF THIS FENCES SHALL BE PROVIDED AT THE `BASE OF l LL BE STRICTLY ADHERED TO. SILT F SILT FENCE' ±30 LF. - MAI BOX WORK AND SHA ALL STOCKPILES AS DIRECTED IN THE FIELD BY THE E O _ _ _ � XISTING TREE 9. ALL TREES MARKED FOR REMOVAL HAVE BEEN CUT ENGINEER. [� T - " __ �� / TO STUMP LEVEL. STUMP REMOVAL AND DISPOSAL AND OTHER EXCAVATION SIE SLOPES v EXIST. CONTOUR ` , 3. ALL TRENCHES " T. %7. 4 SHALL BE THE CONTRACTORS RESPONSIBILITY. DAGRAhIMATIC ONLY ` O8 INDICATED ON THE DRAWINGS ARE (� _ _ �_ gk•. TO INDICATE:- STABLE v ,_ - _ Q,. AND ARE NOT INTENDED - s? TOR SH LL, BE 'i "=4 r ^ a ,,.'_; .T TEST PIT LOCATION EXCAVATION SLOPE. THE CONTRAC ,ti4 A -^ ��', :. r1 F X08. FOR THE ADEQUACYAND ST BILITY OF RESPONSIBLE �+ 3. ,, ` �. SLOPES,'; SHcETING, SNORT G, TRENCH \ "\"' �t,-' ALL EXCAVATION__.-_. cs ,f �. PT -1 ��dw _ y PERC. TEST LOCATION ANY OTHER MEANS REQUIRED OR A SAFE /Q BOXES, ANDA v < ' �., CRETE..... FOR PROTEOTION:. OF r. v v ' . O _::. � : � , _. , � . , � s s. �, PRECAST CON RK ENVIRONMENT AND �. ;• .. �/� � ,.,, , ,� �� i,, ,.'� WO 1. 6 . + r !1 1 ,_ g gg u.ru s. ALL srR � A WAYS. AND OTHER _ �\ ,� , w ,� ROADWAYS z ❑ ❑ ADJACENT R _,_ O o _ ,> --�, SILT FENCE ., v V .1,. ALL NOTES � ��. ,. ,,.� , „ ,_ RETAINING W LL coMP_Y WIT THE � ., ... � _. � "- EXCAVATION WORK SHA 14 , : FOLLOWING REGUAORYREQUIREMENTS OF THE v: p O I. CONCRETE RETAINING WALL SHALL BE A 7 PRECAST � ,';,,, " f „ , .. , .•...,` ' '.," ,. „ " PRE-ENGINEERED PRECAST CONCRETE SEGMENTAL AGENCIES: �S v 9 �'� ' \'� REVISIONS RETAINING WALL SYSTEM UTILIZING SIMULATED _ TON OPERATIONS,", OF NEW v SUBPART 23-4, _CCA /A I 9 LOCKING CONCREFE UNITS IN "'�' STONE -FACED INTER T OF LABOR INDUST IAL CODE RULE v v i - REV. ;= DATE ` ^ •, DESCRIPTION , GRAVITY WALL CONFIGURATION. THE WALL SYSTEM YORK DEP ED BY 23.v0 9/6/11 ISSUED FOR T.�QUEENSBURY SHALL BE REDI-ROCK, AS MANUFACTUR v GRAYMONT MATERIALS, INC., KEESEVILLE, NY " - ID & VARIANCE APP \ LIGATION -SUBPART P, EXCAVATIONS" OF THE UNITED STATES , 1/6/12 ID &CONSTRUCTION DEPARTMENT OF LABOR OSHA REGU IONS'FOR \ 2. THE WALL SYSTEM SHALL BE CAPABLE OF RESISTING CONSTRUCTION. ^, \ r ^'' TOWN OF 4UEENSBURY \ LATERAL EARTH LOADS FROM THE MAXIMUM GRADE \ 'V g v LI%: SEPARATIONS INDICATED ON THE DRAWINGS.: -ALL OTHER MUNICIPAL, COUNTY, STAjc Ofd FEDERAL \ BUILDING &i iC1 ' �3T AGENCIES, REGULATIONS OR LAWS PEFTAIN�IG TO \ 6�°�' `l "'' 1 3. THE WALL SYSTEM SUPPLIER HAS PREPARED SHOP EXCAVATION SAFETY AS MAY APPLY A THE NIORK SITE. \ ' " i' 'i� f ReVia v �� " t_" 4 �r7� \ D�p�� w DRAWINGS WHICH INDICATE PROPOSED WALL' SYSTEM Nj�TAT15 (MrJJ�) PO1VjJ �/, a PLAN, SECTIONS AND ELEVATION VIEWS. THE THE MORE STRINGENT PROVISION IN *CH ,OF THE � Date: y� �� CONTRACTOR SHALL INSTALL THE WALL SYSTEM IN ABOVE CODES SHALL APPLY. THESE PJ?OVISIONS SHALL \ �� 1 STRICT ACCORDANCE WITH ALL REQUIREMENTS BE CONSIDERED MINIMUM REQUIREMENTS AND SHALL A �'�� INDICATED ON THE SHOP DRAWINGS AND THE DESIGN BE INCREASED IF NECESSARY TO PRO IDE,'_$AFE = a �" "' F NEW yo ,y� \ C \ - - `SGj�' �o ScHoo �f DRAWINGS. WORKING CONDITIONS. \1V0Ic 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE 4. CRUSHED STONE, WHERE CALLED FORON E SCHEDULING OF DELIVERIES FOR ALL WALL SYSTEM DRAWINGS, SHALL CONFORM TO NYS DEPARTMENT OF C \`" \ SUPPLIER AND FOR TRANSPORTATION STANDARD SPECIFICA IONSfSECTION F�q js „ �G COMPONENTS DIRECTLY WITH THE a w'" , SIZE DESIGNATION 2 �'S ><s O 'i:." r THE OFF-LOADING OF ALL MATERIALS AT THE SITE. 703-02, APR 16 ���2 No'6?g7ti � r� 1 _ m ,PROF 1�. SYSTEM LAYOUT SHALL 5. ALL NEW GRADES SHALL BE BLENDED; SMOOTHLY WITH 404 - - 5. CONTROL POINTS FOR WALL A SMOOTH TRANSITION EXISTING GRADES TO PROVIDET17VllN C?F QUCENuBUftY 4, BE PROVIDED BY A SURVEYOR RETAINED BY THE + '° a y, BUILDING&CODES`�a BETWEEN NEW GRADING AND EXISTING SURFACES TO . UNAUTHORIZED ALTERATION OR ADDITION TO SHALL COORDINATE WITH 11. 's TOPSOIL SHALL COMPLY WITH NYSDOT STANDARD SPEC. VALS PLAN, OWNER. THE CONTRACTOR REMO THE SURVEYOR TO SCHEDULE THE LAYOUT WORK AND REMAIN. SECTION 613. 1'-10' 0' " THIS DOCUMENT IS A VIOLATION OF SECTION CONTROL POINT REQUIREMENTS. v 4 6. ALL DISTURBED AREAS NOT COVERED VITH -SITE cr N = 7209 SUBDIVISION 2 OF THE NEW YORK STATE IMPROVEMENTS OR LANDSCAPING SHALL ` BE COVERED WITH 12. SEEDING AND MULCHING SHALL COMPLY WITH NYSOOT ? _� EDUCATION LAW. OIL AND SEEDED TO ESTABLISH 3'A DENSE STANDARD SPEC. SECTION 610. & o a TOPS g. fi, � � N C 3 OF ' ^ FOUNDATION NOTES GROWTH OF TURF. SCHODER RIVERS ..: 1 va cap. TEST PIT AND PERGOLA T/ON TEST L OG ; I to ° ASSOCIATES /+ r 7. BACKFILL MATERIAL SHALL BE SELECT ;S,TRUCTURAL FILL EROSION CONTROL NOTES v ` w y ". g g 1. PRIOR TO REMOVING THE EXISTING HOUSE FOUNDATION ri n a Consulting Engineers, P.C. SHORING CONFORMING WITH PlYS DOT STANDARD SPECIFICATION SHALL PROVIDE AND INSTALLPSOIL Evergreen Professional Park THE CONTRACTOR. ALL SILT FENCES SHALL BE IN PLACE AT LOCATIONS 7. THE CONTRACTOR SH L PROVIDE A DUMPSTER ^„ , � Al,-� Ar TEST PIT #1 0"' TO 3" _, ,� , ,�r�;., ,,, ,,:I � � a,ro 453 Dixon Road, Suite 7, Bldg. 3 ABLE OF SUPPORTING THE EXISTING RESIDENCE FOR SECTION 203, BACKFILL SHALL BE PLAC_D,�IN MAX. -12 CAP � INDICATED IN ACCORDANCE WITH THE DETAILS ON-SITE FOR DISPO L OF DEBRIS, GARBAGE AND 3" TO 45" REDDISH SANDY GRAVEL W/COBBLES �i � _.• <v a Queensbury,New York 12804 THE AREA INDICATED ON THE CONSTRUCTION DRAWINGS. THK. LOOSE LIFTS AND COMPACTED TO !95% Or THE BEFORE COMMENCEMENT OF ANY DISTURBANCE OF LITTER. STANDARD PROCTOR DENSITY. r' 45" TO 55" / i BROWN SAND W COBBLE S EXISTING GROUND SURFACE. NO BEDROCK 'ENCOUNTERED (518)761 1 -0417, FAX: (518) 761-0513 2. MEASURE, MIX, BATCH AND DELIVER CONCRETE FOR 3 8. SILT FENCES SHALL f MAIN IN PLACE UNTIE A NO MOTTLING' ENCOUNTERED 4 w cn t C 94. B. GEOTEXTILE FABRIC SHALL COMPLY WIT NYSDOT STANDARD C FOUNDATION IN ACCORDANCE WITH ASTM UT AND FILL EARTTIWORK SURFACES STABLE GROWTH OF PRF -IS PRESENT AT ALL COBBLES AT 55 q"n 'I SPECIFICATION SECTION 207. ALL FABRIC SHALL APPEAR 2. ALL EXPOSED C LARGE f { TEMPERATURE IS BELOW 40 DEG. F. OR IS ON THE NYSDOT LIST OF APPROVED MPTERIALS FOR THE j SHALL -BE 'COVERED WITH MIN. 3" OF TOPSOIL DISTURBED AREAS. 4 Y 1 ;: SCALE: 1 "=10'-0 DRAWN BY: SRA 3. WHEN AIR T EC. S AND TEST PIT #2 0" TO 3" TOPSOIL »,3 ` } (u to �' DATE: 1/6/12 ENG. BY: MEH F S OP.DRAWINGS FOR CONFORMING TO NYSDOT SP EGFION 613 A S,• D TO FALL BELOW 40 DEG. F. CONCRETE SHALL USAGE INDICATED. S__ WALL SYSTEM EXPECTE WITH NYS 9. THE CONTRACTOR SHA L 'PROVIDE AN APPROVED 3 TO 48 REDDISH SANDY GRAVE, W/COB6LE F� ` PROJ. N0: 11-388 CHK'D BY: CBS BE PLACED AND CURED IN ACCORDANCE WITH THE INSTALLATION REQUIREMENTS. TURFED IN ACCORDANCE DOT SPEC. 0 UNLESS NOTED TO UE COVERED BY SECONDARY CONTAINh]ENT SYSTEM FOR ALL'FUELw,.,' NO BEDROCK ENCOUNTERED _ � m SECTION 61 , 9Y` n rn , CLIENT NAME CONCRETE S TEMPORARILY STORED NO MOTTLING ENCOUNTERED REQUIREMENTS OF ACI 306 "COLD WEATHER TOR STRUCTURES. `._ AND PETROLEUM PRODUCT 9. IMPERMEABLE MEMBRANE SHALL BE 40� MIL THK. HDPE. PAVEMENT _, m ON THE SITE. KEN MI NGES LAPS OLA? 0 RATE = 1 Mina in. WITH SEAL ALL SEAMS AND APS IN ACCORDANCE PERC, TEST PT 1 ;,;STABILIZED PERC I N / I,;; I a 4. ALL CONCRETE SHALL BE PLACED IN ACCORDANCE UNWORKED FOR MORE _ N 14 DAYS I EMENTS. SEE 3. ALL AREAS UNWO THAN E n S' " 1 6 I MANNI S , RD. ' ,REST DENCE MANUFACTURES STANDARD SEALING REQUIREMENTS. _ TEST AT ±18' BELOW EXIST. GRADE sr ACI 304 GUIDE FOR MEASURING, MIXING, TRANSPORTINGMUST BE SEEDED WITH ANNUAL RYE GRASS AND LL SYSTEM SHOP DRAWINGS FOR IN TALLATION AND PLACING CONCRETE. CONSOLIDATE PLACED CONCRETE WA PROTECTED WITH STRAW MULCH. QUEENSBURY, N. Y. REQUIREMENTS. - \ NESSED BY SCHODE RIVERS m y BY MECHANICAL VIBRATION. ASSOCIATES, PCONJULYW14,E20Ai EVALUATED AND WIT 3 ` DRAWING TITLE " L RETAIN AN INDEPENDENT 4. AFTER EVERY STORM EVENT IN EXCESS OF 1/2 j 10. THE CONTRACTOR SHALL S PERCOLATION TEST PT -1 WAS PERFORMED BY SCHODER RIVERS 7 QUALIFIED GEOTECHNICAL TESTING AGENCY TO PERFORM RAINFALL; INSPECT ALL SILT FENCE. REMOVE RETAINING WALL AND COMPACTION TESTING. SUBMIT 0 E COPY OF ALL ACCUMULATED MATERIAL, FILL ERODED AREAS AND ASSOCIATES, PC ON AUGUST 5, 2011. x� SOIL COM AND T E ENGINEER. FIELD RESET SILT FENCES. r="f° WASTEWATER SYSTEM TEST REPORTS TO TH_ OWNER N „r ,�a . i IN-PLACE DENSITY TESTS SHALL BE PERFORMED BY } REPLACEMENT _ + '`r, . 5. CLOSE ALL STOCKPILES WITH SIL CE. « ..>. EITHER ASTM D1556 (SAND CONE MET OD) OR ASTM EN T FEN I t,r +. REMOVALS 'PLAN NIUCLEAR METHOD . TESTS SHALL BE D2922 ( ) w� S SHALL TES , IN ALL BACKFILL ONE TEST PER 250 6. EROSION CONTROL MEASURE _� CONFORM WITH AND `NO PERFORMED : k a �., ° " * THE REQUIREMENTS OF NEW YORK STATE STANDARDS I OF FILL SURFACE 'MINIMUM ` 2 TESTS PER SQUARE FEET O t i 41, AND SPECIFICATIONS FOR EROSION AND SEDIMENT LIFT. ,, ,.� f, � .. ���� TNG N0.. CONTROL q DRAW SHT."1 OF r4 REV. 1 LU X20 A r- Q) WALL - M O) - _ Q);' i � 1 C q 3 ONCRE E WA STAIRS �v� i REDI-ROCK COLUMN FOR FENCE '� If NEW CAST -IN-PLACE INSTALLATION t8,-0" C -C. / �\ FOUNDATION WALL & EXIST. RESIDENCE ' / FOOTING FROM PTA TO PT:B. 1,000 GAL. SEPTIC TANK. FINISH FLOOR I ( / SEE DETAIL, DWG. C-4. EL. 438.30' � I � � � � UPPER REDI-ROCK RETAINING WALL. 3'-0"0 PRECAST CONC. T/WALL EL. 436.00' 1 l l j WATERTIGHT MANHOLE 2g 0,. CELLAR >> l / SEE TYPICAL SECTION RIM EL. 432.30' DWG. C-4. ENtRY _ O , / � I l l y / / l \ 7 z / T/WALL EL. 433.50' %C, - O 410 y� A L, O 1 NEW CAST -IN-PLACE CONCRETE STEP IN S AIRS. SEE TYPICAL STAIR DETAIL, T/WALL, TYP. ` / DWG. C-4. T/STAIRS EL. 436.00' GRAVEL 43?, � g PORC I ,� PARKING I' 1' o. 434.00' ( / >/ LANDS N H O AREA \i / 12 HEMLOCK r� / T/WALL EL. 432.00" �' / HUGHES 432.50' l INSTALL RED[ -ROCK FREESTANDING T/WALL EL. 430.50' - / 0 ! / BLOCK WHEN T/WALL IS ABOVE T/WALL EL. 429.00' / ` j / FINISH GRADE ON BOTH SIDES OF T/WALL EL. 427.50"432.50' \ l l / / WALL. 41 " RETQIMNG WALL BLOCK � T T/WALL EL SHALL BE INSTALLED BELOW 426.00" l GRgO �. l FINISHED GRADE.` F3 _ T/WALL EL. 424.50 \ / _ _ _ ©B/ Oi} l 90 l MIDDLE REDI-ROCK �, W 432.00 , q co ,� � l ,' � I RETAINING WALL,) TYP. SEE TYPICAL SECTION Tp�s, O 2 DWG. C-4. INSTALL REDI-ROCK FRCOEESTANDING Fp/N 7F�pM C_ _ O PLANTER BLOCK WHEN T/WALL IS �\ R23 s p. pRy ABOVE FINISH GRADE ON BOTH SIDES z 20 25" H LOCK SHALL B INSI-ALLED BELOW OCK - \ L72 / BENCHMARK. NAIL FINISHI IN 12 HEMLOCK OF WALL. 41 " RETAINING WALL BL t�a� / .410 - - s - ELEVATION - 431.41 LOWER REDI-ROCK RETAINING WALL, TYP. SEE TYPICAL SECTION DWG. C-4. 10 12" fRf - ��� WASTEWATER "DISPOSAL SYSTEM. 414 S DETAILS. EE DWG C 3�FOR 406 :, (� v T/WALL EL. 424.50' F Q)JO —16'-0" RADIUS''IN WALL Qe� OSP V1' REVISIONS REV. DATE DESCRIPTION 0 9/6/11ISSUED" FOR 'T.`QUEENSBURY SEPTIC VARIANCE APPLICATION 1 1/6/12 BID & CONSTRUCTION OF NFW sCy0 S�PQ�'0, ,,. No. 62971 �6FFSSIONPy� UNAUTHORIZED ALTERATION OR ADDITION TO THIS DOCUMENT IS A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW _YORK STATE' EDUCATION LAW. SCHODER RIVERS ASSOCIATES Consulting Engineers, P.C. Evergreen Professional Park' 453 Dixon Road,'Suite 7, Bldg. 3 Queensbury, New York 12804 (518) 761-0417,. FAX: (518) 761-0513 SCALE: 1"=10'-0° DRAWN BY: SRA DATE:- 1/6/12 ENG. BY: MEH PROJ.'NO: 11-388 CHK'D'BY: CBS CLIENT NAME KEN MINGES 161 ' MANNIS RD. RESIDENCE QUEENSBURY, N.Y. DRAWING TITLE RETAINING ;WALLAND WASTEWATER SYSTEM REPLACEMENT SITE PLAN DRAWING NO. SHT.2 OF 4 ®2 REV.' 1 WASTEWATER TREATMENT SYSTEM NOTES 1. THE ON-SITE SUBSURFACE WASTEWATER TREATMENT SYSTEM SHALL BE A TRENCH SYSTEM UTILIIZING ADVANCED ENVIRO-SEPTIC (AES) PIPE AS MANUFACTURED BY THE PRESBY ENVIRONMENTAL, INC., WHITEFIELD, NH. THE BASIS OF DESIGN FOR THE SYSTEM IS AS FOLLOWS: CELLAR DESIGN OF PROPOSED BEDROOMS 2 DESIGN WASTEWATER FLOW RATE 300 gpd EXIST. RESIDENCE R FINISH FLOOR DESIGN PERCOLATION RATE 1-5 min/in NT I\Y O EL. 438.30 / SEPTIC TANK MINIMUM CAPACITY 1000 gal. 1000 GAL. PRECAST W ���� `�/ SEPTIC TANK CAPACITY PROVIDED 1000 gal. CONC. SEPTIC TANK. z �' S MIN. TRENCH LENGTH REQ'D 42 LF (TABLE A OF AES NEW YORK DESIGN AND SEE DETAIL, DWG. C-4 / 2 ! INSTALLATION MANUAL) 4"0 BUILDING SEWER O 1/4'%FT. TRENCH LENGTH PROVIED 47 LF 3'-0"0 PRECAST CONC. WATERTIGHT W W o MIN.,, SLOPE. MODIFY PIPING IN AES PIPE REQ'D [(42 LF TRENCH LENGTHx2 ROWS) -2 FT] = 82 LF MANHOLE W/WATERTIGHT FRAME AND LID. m o O BASEMENT AS REQ'D. AES PIPE PROVIDED 90 LF RIM. EL. 432.30'. 4"0 INLET INV. EL. � � � � 430.25', 4"0 OUTLET INV. EL. L. 422.62. Q 4 ! � /1 2. ALL WASTEWATER TREATMENT SYSTEM COMPONENTS .SHALL BE IN STRICT ACCORDANCE WITH THE PROVIDE CONC. BENCHING OUTLET AT �' ' \ SYSTEM DESIGN INFORMATION INDICATED ON THESE DRAWINGS, ADVANCED ENVIRO-SEPTIC (AES) BOT. OF MANHOLE. FRAME AND GRATE INSTALLATION GUIDELINES AND WITH ALL N.Y.S. DEP'T. OF HEALTH AND TOWN OF QUEENSBURY SAME AS FOR SEPTIC TANK. REQUIREMENTS. �/- J. THE DISCHARGE OF WASTE FROM GARBAGE GRINDERS, SPA TUBS, SUMP PUMPS, ROOF DRAINS, WATER 432 TREATMENT SYSTEM BACKWASH AND NON -CONSERVING WATER FIXTURES IS PROHIBITED. 4"0 SOLVENT WELDED SCH. 40 FO RC PVC PIPE THROUGH WALL 4. THE SEPTIC TANK SHALL BE A PRECAST CONCRETE NON -TRAFFIC TYPE UNIT WITH SANITARY TEES OR INLET INV. EL. 422.62' I BAFFLES AT INLETS AND OUTLETS. MINIMUM TANK CAPACITY SHALL BE AS SHOWN. FOR TWO-PIECE 436.00' � \ � TANKS, PROVIDE SEALANT PER MANUFACTURER'S INSTRUCTIONS BETWEEN THE TANK SECTIONS. OUTLET INV. EL. 422.25'. ENCASE 430 I II LO PIPE UNDER WALL IN 6'0 SCH. 40 432.50" THOROUGHLY CLEAN JOINT IMMEDIATELY PRIOR TO INSTALLING SEALANT IF AIR TEMPERATURE IS BELOW 6SF., WARM SEALANT TO A PLIABLE CONDITION. SET TANKS LEVEL ON PEA STONE GRAVEL PVC PIPE. ` 428 / %l 424.00 >�� ` T�hA<� \ ,- %' AS INDICATED. THE EXTERIOR SURFACES OF THE SEPTIC TANK SHALL BE THOROUGHLY COATED WITH L THE MANUFACTURER'S STANDARD ASPHALT WATERPROOFING COATING. PRECAST CONCRETE �42 .94' 432.50' 4360p'� I �, DISTRIBUTION BOX. - \ ; 5. DISTRIBUTION BOX SHALL BE PRECAST CONCRETE UNIT WITH INTEGRAL CONCRETE BAFFLE AS MANUFACTURED BY THE FORT MILLER COMPANY, OR APPROVED EQUAL f FAC RED PANY 6. MANHOLE SHALL BE A PRECAST CONCRETE NON -TRAFFIC TYPE UNIT. USE PRECAST GRADE RINGS AS 426 REQUIRED TO SET THE FRAMES TO THE ELEVATIONS INDICATED. — 4.0 - 7. THE EXTERIOR SURFACES OF THE DISTRIBUTION BOX, MANHOLE, AND SEPTIC TANK SHALL BE THOROUGHLY, COATED WITH THE MANUFACTURER'S STANDARD ASPHALT WATERPROOF COATING. 4'"0 WASTEWATER TREATMENT , � a L 432.50' SYSTEM VENT W/GOOSENECK / 424 8. ALL GRAVITY SEWER PIPING SHALL BE SOLVENT WELDED SCH. 40 PVC PIPE WITH GASKETED JOINTS TO 3' ABOVE GRADE PER \\ \O S THE MINIMUM SLOPE FOR ALL GRAVITY EWER - o AND FITTINGS INSTALL SEWER PIPING TO THE INVERTS INDICATED AT A UNIFORM SLOPE BETWEEN MANUFACTURERS GUIDELINES. j DESIGNATED 'ELEVATIONS WITH NO SAGS R HUMP Y S 422 423.82' — lE j/�q<< e< 43 00 432.50" 9 ALL! OVERATTHE ABSORPTION TRENCHES SHALL BE CLEAN SANDY LOAM, FREE OF ORGANIC MATTER � -- � PIPINGi'� � AND STONESiLARGER THAN 2 IN. IN ANY DIMENSION. — — — 423.94 r, STUMPS AND ORGANIC MATERIAL FROM THE DISPOSAL SYSTEM AREA AND PLACE O 424.00' 1 D. REMOVE ALL TOPSOIL SANDY LOAMFILL TO LINES AND GRADES INDICATED. BEFORE COMMENCING EXCAVATION FOR THE TRENCHES, NOTIFY THE ENGINEER FOR INSPECTION. ,y 11. AFTER EXCAVATING THE ABSORPTION TRENCHES TO THE DEPTHS REQUIRED, THE WALLS AND FLOORS „\\ i OF THE TRENCHES SHALL BE CLEANED AND RAKED TO ACHIEVE AN EVEN SECTION AND TO LOOSEN i I FY THE ENGINE SPEC F THE NC UBGRADE SURFACES BE G THE = UNITS. j SMEARED AREAS NOTIFY H ER FOR INSPECTION 0 ETRE H S E T yFORE PLACIN SAND FOR ELJEN ITS - 28�I NO HEAVY EQUIPMENT OR VEHICULAR TRAFFIC SHALL BE ALLOWED WITHIN THE LIMITS OF THE ABSORPTION FIELD AFTER FILL MATERIAL HAS BEEN PLACED BOTH DURING OR AFTER CONSTRUCTION. t j 13. PLACEMENT'OF SANDY LOAM FILL,'SAND BED AND AES PIPE SHALL BE AS SHOWN AND CARE SHALL Tj BE TAKEN TO AVOID INCLUSION OF FINE GRAINED SOIL AND WASTE MATERIAL IN THE. SAND AND Kq(< P�42 PIPING. 423.82' a 14. PLACE AES ._PIPE ON A MIN. 6 IN. THICK SAND BED. SAND SHALL CONFORM TO THE FOLLOWING PERCENTAGE AND QUALITY RESTRICTIONS: a VER 3 4' I IA ETER - OCK RETAINING f 6 REDI R e.. a �:'; , -, NO STONES O N D M _i WALL. SEE DWG. C-2. - � .a m - , .., ,�,_. r � �€�;�: -Id a �.. -I'359 MAX. RETAINED rBYA #10 SIEVE ,: > '" .: Tor : ,_cL A a i, ,i t , •• a ..5 : �,. 1 . Y E iix {N'x RETAINED BY A #35 SIEVE ;;'FS �' ` �'` ".. L."aq �t=, �� MAXIMUM 29 -0F TOTAL SAND MAY PASS THROUGH #200 SIEVE " m' - � I ,, � '.`-� ' : � "��" ��•" ` '':. a•.:- '' � . '. '': � . "-1 ASTM C-33 SAND MAYBE ACCEPTABLE PROVIDING NO MORE THAN 29 PASS A 200 f �.: � -; , ,. , , : a ,fir � , , , ,�' ` . '•'m/ .�, SIEVE. ®� % 15. "' TOP, : SOIL AND SEED THE ABSORPTION FIELD AREA AND ALL OTHER DISTURBED AREAS IMMEDIATELY ---- ,, AFTER CONSTRUCTION. a „ _: a °, y _ ... .. ... ..... .. .. ,�a .a- 'cT _.\ k1 ^'y 6M vg .. APPROX. LOCATION OF rt , LAY EXIST. POTABLE WATER � ' ��i � � SEE I DETAIL, DWG. C 4•"•n = ' x '?'`� .� �'' sWELL�GLEN , yet\ Tor ,;i DRAWING NO. ' ' SHT.3 OF 4 WASTEWATER SYSTEM SEPARATION PLAN I... [. -T sv} e h :. 1 i.� �'. 5 ,.. : r r � y�yy _P4 S;SIr REV. 1 1 "=20'-0" VENT TO 3'-0" ABOVE - FINISH GRADE. PROVIDE BIRD SCREEN. !�E IMPERMEABLE MEMBRANE FIN. GRADE E © BLDG EL. 432.50' EXTEND BLDG, FDN. TO EL. ±428:50 \ 1,000 GAL. -- SEPTIC TANK. EXIST. BUILDING FDN. EXIST. GRADE, TYP. EL. ±434.00' -- ----- EXIST. STONE WALL ±12'-0" EXIST. WALKWAY. TO BE REMOVED. l I e 3'-0" 7V/ALL EL. 432.00' FIN. GRADE V B/WALL EL. 424.00' y?� � ,�-in�ocReer-naLE MEMBRANE REDI-ROCK RETAINING WALL, ON CRUSHED STONE o FTG.; TYP. Iz SECTION 1 "=5'-0" C-4 EXIST. PORCH. REDI-ROCK RETAINING ON CRUSHED STONE FTG.; TYP. ±12'-0" -FIN. GRADE EL. 432.50' SECTION z 1 _5,-0" C-4 WASTEWATER SEE DETAIL, cXIST. GRA! EXIST. STOI TO BE REM T/WALL EL. ±14'-O" FIN. GRADE EL. 424.00' PROVIDE 2ND MANHOLE TO GRADE FOR DUAL CHAMBER TANKS. FIN. GRADE SEE PLANS 20"0 OPENING, EA. END OF TANK, TYP. SANITARY TEE. INVERT EL. FLOW SEE PLANS - 6" (TYP.) MANHOLE PRECAST CONC. GRADE a RINGS AS REQ'D. (TYP.) — INVERT OF SLOT OR HOLES CONNECTING CHAMBERS OF DUAL CHAMBER TANK y LIQUID LEVEL MANHOLE 24"0 WATERTIGHT MANHOLE COVER AND FRAME. (TYP.) SYRACUSE CASTINGS #1032 i k z� I 6" 3'-0" Sz 4" TOPSOIL AND SEED. � MIN. o i z FINISH GRADE L=2xWIDTH SEE DWG. C-3 p 0,3 L COMPACTED BACKFILL. •d ^ , z a n 0 { a a q INV. EL. 421.81' { ADVANCED ENVIRO-SEPTIC WASTEWATER f SYSTEM SAND PER MANUFACTURERS TREATMENT SYSTEM AS MANUFACTURED "PRESBY SPECIFICATIONS. SEE BY ENVIRONMENTAL, INC." NOTES, DWG. C-3. TYPICAL :x WASTEWATER TREATMENTISYSTEM N. T. S. IMPERMEABLE MEMBRANE FIN. GRADE E © BLDG EL. 432.50' EXTEND BLDG, FDN. TO EL. ±428:50 \ 1,000 GAL. -- SEPTIC TANK. EXIST. BUILDING FDN. EXIST. GRADE, TYP. EL. ±434.00' -- ----- EXIST. STONE WALL ±12'-0" EXIST. WALKWAY. TO BE REMOVED. l I e 3'-0" 7V/ALL EL. 432.00' FIN. GRADE V B/WALL EL. 424.00' y?� � ,�-in�ocReer-naLE MEMBRANE REDI-ROCK RETAINING WALL, ON CRUSHED STONE o FTG.; TYP. Iz SECTION 1 "=5'-0" C-4 EXIST. PORCH. REDI-ROCK RETAINING ON CRUSHED STONE FTG.; TYP. ±12'-0" -FIN. GRADE EL. 432.50' SECTION z 1 _5,-0" C-4 WASTEWATER SEE DETAIL, cXIST. GRA! EXIST. STOI TO BE REM T/WALL EL. ±14'-O" FIN. GRADE EL. 424.00' PROVIDE 2ND MANHOLE TO GRADE FOR DUAL CHAMBER TANKS. FIN. GRADE SEE PLANS 20"0 OPENING, EA. END OF TANK, TYP. SANITARY TEE. INVERT EL. FLOW SEE PLANS - 6" (TYP.) MANHOLE PRECAST CONC. GRADE a RINGS AS REQ'D. (TYP.) — INVERT OF SLOT OR HOLES CONNECTING CHAMBERS OF DUAL CHAMBER TANK y LIQUID LEVEL MANHOLE 24"0 WATERTIGHT MANHOLE COVER AND FRAME. (TYP.) SYRACUSE CASTINGS #1032 i k z� I FLOW SEE c,Tc nine EXIST. BOLTS. IMPERMEABLE MEMBRANE LAP MEMBRANE MIN. 6" WALL FOR DUAL AT FOOTING. CHAMBER TANK. SEE NOTE BELOW 12" MIN. (TYP.)I 1#4 na 12 r` -r, (LOWEST WALL ONLY). REDI-ROCK RETAINING WALL, ON CRUSHED STONE FTG., TYP. ----------- - )SAL FIELD DWG. TYP. HALL D. NOTE SEE WALL SYSTEM 6.00' SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS OR it VWALL EL. 423.00' IMPERMEABLE MEMBRANE (LOWEST WALL ONLY). X EWATER DISPOSAL FIELD. DETAIL, THIS DWG. L. I TYPICAL FOUNDATION WALL SECTION N. T. S. a `I q 12'-'0 _- T/WALL EL. "436 00' .asps - ,FIN..:GRADE „ .. ,,. 432.50 -^.A^r Y s «e� F,c �' k•t tlk'} . �.� b t, .i .,d `,. . -?,a t : - T WALL F. EL 432.00 2 z2" FENCE POST. ZZ d1 '. 10' 0" MAX. G C FIN. GRADE Flow UNDISTURBED z EL. 424.00' Zi? REVISIONS i VARIES REV. DATE DESCRIPTION 3- EMBED FILTER I? 0 9/6/11 ISSUED FOR T. QUEENSBURY T/WALL CLOTH MIN. 6" ELEVATION SEPTIC VARIANCE APPLICATION EL 423.00' ECTIDN .� INTO GROUND S 1 1/6/12 ID & CONSTRUCTION I NOTES�p�5+ +' 1. FILTER CLOTH TO BE. ASTENED 'SECURELY TO POSTS WITH IMPERMEABLE MEMBRANE STAPLES OR TIES AT �' IMAX. "SPACING. (LOWEST WALL ONLY). a g '. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER SECTION EXIST. GRADE, TYP, THEY SHALL �BE ,OVERLAPPED BY 6" AND FOLDED. SECTION ' 3'. REMOVEDNCE WHENNABU�ESPERFORMED IN�THEE�L� FAND MATERIAL eNCE. 1"=5'-0" Op NEW L T FENCE DETAIL Q #4 ® 16" C C. 31 �cr825�71 (5) #5 W/STD. HOOK. yL TTM. 1 F . F 9Al�*__��'-I UNAUTHORIZED ALTERATION OR ADDITION TO 1/2 DOLED RADIUS.,, THIS DOCUMENT IS , •. , . � , ,, A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE � EDUCATION LAW. SCHi RIVERS { = ASSOCIATES r' — ;y °0 �: a•; 0" Consulting Engineers, P.C. i 11 y ,A r Evergreen Professional Park Gam' TYP. 453 Dixon Road, Suite 7, Bldg. 3 r-SAME;,SIZE,& { Queensbury, New York 12804 (1) #4 EA. NOSING W/1 1/2" COVER s; SPS CJNG AS to Pa ; 1518> 7s1-o4n, Fax: 151 s1 761-0513 HORIZ BARS " d ° j FINISH GRADE, SEE SI LE DWG. Z p _a AS SHOWN DRAWN BY: SRA f,l ;i Stil:: 12 ENG. BY: MEH SCALE: DATE: 1/6/ PROD. NO: 11-388 CHK'D BY: CBS n' --- CLIENT NAME ABRIC.t r '� \'i' �r i« ! T KEN MINCES „v161 MANNIS RD. RESIDENCE ALTERNATE1 QUEENSBURY, N.Y. SEE SITE PLAN, DWG. I 1'- p„ w 'i 1"1 DRAWING TITLE �+ tl.., ,, D o I OR r/sTA1R AND , RETAINING WALL AND GRADE ELEVATION. R�• WASTEWATER " SYSTEM y Y TYPICAL ,CORNER REINF. DETAILS REPLACEMENT h ?: All T Q - SECTIONS AND DETAILS DRAWING NO. SHT.4 OF 4 C® REV. 1 Sz � o i z L=2xWIDTH p 0,3 L FLOW SEE c,Tc nine EXIST. BOLTS. IMPERMEABLE MEMBRANE LAP MEMBRANE MIN. 6" WALL FOR DUAL AT FOOTING. CHAMBER TANK. SEE NOTE BELOW 12" MIN. (TYP.)I 1#4 na 12 r` -r, (LOWEST WALL ONLY). REDI-ROCK RETAINING WALL, ON CRUSHED STONE FTG., TYP. ----------- - )SAL FIELD DWG. TYP. HALL D. NOTE SEE WALL SYSTEM 6.00' SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS OR it VWALL EL. 423.00' IMPERMEABLE MEMBRANE (LOWEST WALL ONLY). X EWATER DISPOSAL FIELD. DETAIL, THIS DWG. L. I TYPICAL FOUNDATION WALL SECTION N. T. S. a `I q 12'-'0 _- T/WALL EL. "436 00' .asps - ,FIN..:GRADE „ .. ,,. 432.50 -^.A^r Y s «e� F,c �' k•t tlk'} . �.� b t, .i .,d `,. . -?,a t : - T WALL F. EL 432.00 2 z2" FENCE POST. ZZ d1 '. 10' 0" MAX. G C FIN. GRADE Flow UNDISTURBED z EL. 424.00' Zi? REVISIONS i VARIES REV. DATE DESCRIPTION 3- EMBED FILTER I? 0 9/6/11 ISSUED FOR T. QUEENSBURY T/WALL CLOTH MIN. 6" ELEVATION SEPTIC VARIANCE APPLICATION EL 423.00' ECTIDN .� INTO GROUND S 1 1/6/12 ID & CONSTRUCTION I NOTES�p�5+ +' 1. FILTER CLOTH TO BE. ASTENED 'SECURELY TO POSTS WITH IMPERMEABLE MEMBRANE STAPLES OR TIES AT �' IMAX. "SPACING. (LOWEST WALL ONLY). a g '. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER SECTION EXIST. GRADE, TYP, THEY SHALL �BE ,OVERLAPPED BY 6" AND FOLDED. SECTION ' 3'. REMOVEDNCE WHENNABU�ESPERFORMED IN�THEE�L� FAND MATERIAL eNCE. 1"=5'-0" Op NEW L T FENCE DETAIL Q #4 ® 16" C C. 31 �cr825�71 (5) #5 W/STD. HOOK. yL TTM. 1 F . F 9Al�*__��'-I UNAUTHORIZED ALTERATION OR ADDITION TO 1/2 DOLED RADIUS.,, THIS DOCUMENT IS , •. , . � , ,, A VIOLATION OF SECTION 7209 SUBDIVISION 2 OF THE NEW YORK STATE � EDUCATION LAW. SCHi RIVERS { = ASSOCIATES r' — ;y °0 �: a•; 0" Consulting Engineers, P.C. i 11 y ,A r Evergreen Professional Park Gam' TYP. 453 Dixon Road, Suite 7, Bldg. 3 r-SAME;,SIZE,& { Queensbury, New York 12804 (1) #4 EA. NOSING W/1 1/2" COVER s; SPS CJNG AS to Pa ; 1518> 7s1-o4n, Fax: 151 s1 761-0513 HORIZ BARS " d ° j FINISH GRADE, SEE SI LE DWG. Z p _a AS SHOWN DRAWN BY: SRA f,l ;i Stil:: 12 ENG. BY: MEH SCALE: DATE: 1/6/ PROD. NO: 11-388 CHK'D BY: CBS n' --- CLIENT NAME ABRIC.t r '� \'i' �r i« ! T KEN MINCES „v161 MANNIS RD. RESIDENCE ALTERNATE1 QUEENSBURY, N.Y. SEE SITE PLAN, DWG. I 1'- p„ w 'i 1"1 DRAWING TITLE �+ tl.., ,, D o I OR r/sTA1R AND , RETAINING WALL AND GRADE ELEVATION. R�• WASTEWATER " SYSTEM y Y TYPICAL ,CORNER REINF. DETAILS REPLACEMENT h ?: All T Q - SECTIONS AND DETAILS DRAWING NO. SHT.4 OF 4 C® REV. 1