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13-240-031SITE INVESTIGATION NOTE EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK: THE BIDDER IS REQUIRED, BEFORE SUBMITTING HIS PROPOSAL, TO VISIT THE SITE OF THE PROPOSED WORK AND FAMILIARIZE HIM OR HERSELF WITH THE NATURE AND EXTENT OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER AFFECT THE WORK TO BE DONE AND EQUIPMENT, MATERIALS AND LABOR REQUIRED THEREFORE. SINCE THE WORK INVOLVES NEW AND /OR EXISTING BUILDINGS, SYSTEMS AND FACILITIES, SPECIAL CONSIDERATION SHALL BE GIVEN TO EXAMINATION OF WORKING CONDITIONS, NEW FACILITIES AND ALL BUILDING STRUCTURES FAMILIARIZE TO HIMSELF WITH ALL EXISTING CONDITIONS. SLIGHT VARIATION OF ROUTING AND OR CONSTRUCTIONS SHOULD BE ANTICIPATED BY THIS CONTRACTOR TO AVOID CONFLICTS WITH OTHER TRADES. THESE VARIATIONS ARE EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY RELIEVE HIM OF THE OBLIGATIONS AND RESPONSIBILITY ASSUMED UNDER THIS CONTRACT. PERTINENT FEATURES NOTE: THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION. ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CALCULATION ON -SITE SEWAGE SYSTEM CALCULATION PER 64E-- -6.008 DATA : TOTAL S.F. OF LIVING AREA. (EXISTING + ADDITION) 2,337 S.F. TOTAL BEDROOMS __ = 4 BEDROOMS. ESTIMATED SEWAGE FLOW PER TABLE N' 1 (RESIDENTIAL) 2,827 S.F. AND 4 BEDROOMS __________________ 400 G.P.D. SEPTIC TANK CAPACITY DETERMINATION (PER TABLE N' ll ) 301 - 400 G.P.D. -- ------------ ----- ------ • 0,001.. •. "• r•• -- 1,050 GAL. CAPACITY --- - AVERAGE SEWAGE FLOW ---------------------- - - - - -- SEPTIC TANK REQ'D, SITE OF DRAI NFI ELD DETERMINATION (PER TABLE N' 111 ) . `• 0 ' •x3.27.2013 •B.D.0 ESTIMATED SEWAGE FLOW 400 G.P.D. 500 S.F. OF DRAI NFI ELD REQ. _ ABSORPTION RATE GAL. f S. F. /DAY 0.8 250 S.F. OF RESERVED REQ. � / , \ 750 S.F. OF UNOBSTRUCTED AREA REQ. do PROVIDED. /USE EQUIVALENT SYSTEM ARC 24 CHAMBERS (5'-0"X1'-10')= 15 SF EQUIVALENT= 500 = 34 CHAMBERS REQ. 15 34 CHAMBERS PROVIDED. NOTE: PROVIDE OPEN FULL VALVE BY THE WATER METER IN CONCRET BOX (EXACT LOCATION ®FIELD.) SCOPE OF WORK: - EXISTING 700 GALLONS SEPTIC SYSTEM WILL BE ABANDONED & A NEW SEPTIC SYSTEM OF 1050 GALLONS WILL BE CONSTUCTED AS SHOWN ON PLAN. ALL PIPING BELOW GRADE INSTALLED WITH LESS THAN 18" OF COVER SHALL BE ENCASED IN PVC CONDUIT OR POLYETHYLENE SLEEVE, VENTED TO ATMOSPHERE. UNDERGROUND SECOND 12" LIFT OF GAS CONTAINER BACKFILL� ACCESS DOME GRADE FIBERGLAS ANCHOR STRAPS SUITABLE FOR TANK DIAMETER (MINIMUM OF 4 PER TANK). 3 4" EYE --TYPE TURNBUCKLE U IFORMLY TIGHTEN _TRIPLE CABLE CLAMPS 3/4" EYE BOLT (MINIMUM 4 PER SIDE) PROVIDE A MINIMUM BACKFILL SAND ED 4" CONC. SLAB 12 "X12 "X LENGHT OF TANK W 2 / �t 5 ROD ECAST CONCRETE DEADMAN NOTES: A 2' O.0 OR AS PER TANK MANUFACTURER'S INSTRUCTIONS. 1— PROVIDE AND INSTALL NEW ASME RATED UNDERGROUND LP GAS CONTAINER(S) WITH CAPACITY AS INDICATED ON PLANS, IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF NFPA 54 AND TANK MANUFACTURER, WITH ALL REQUIRED SAFETY AND OPERATIONAL INSTRUMENTS AND VALVES. TANK SHALL BE INSTALLED WITH MINIMUM SEPARATION OF 10 FEET FROM BUILDING AND PROPERTY LINES. 2— ALL METALS INCLUDING TANKS SHALL BE COATED IN THEIR ENTIRETY WITH TWO COATS OF FLEXI —BLACK PRIOR TO BACK FILL. 3— IF SOIL CONDITIONS DICTATES, PROVIDE CATHODIC PROTECTION PER MANUFACTURER'S RECOMMENDATIONS. UNDERGROUND TANK INSTALLATION DETAIL N.T.S N w- EXISTING POOL PROPOSED 500 GALLON o SUBTERRANEAN (LP) — GAS TANK. SEE SHEET o M P -2 FOR INFORMATION. w� I Ie 10' -0" MIN. 1/2 "0 HB !W/ 3 4" VAC: BREAKER EXISTING ONE STORY CBS MSOVIN RESIDENCE VERTICAL NEW 1 "0 CWS I 6461 W 7 th REET AM , FL 3314 � 1 o CWS. F. F. E X . X X 40 PIPE) SCHEDULLE 1 5' -01 TEST HOLE POINT(AM) i ii'. 'R r,: -+fit: X:IiUilTY ;1�LT1Ir�ITM[if --- - •------------ - - - - -- Cd I 9.7 X €� AII4 ;. �V R; - •-�-�- 500 S� DQRI9F;FA CFIELD TAL , VEWA i , ' _ � fA SUCH � LY LIMITED Still fC C I LO I F T 'LEVAfION OF L, — _ V "� �' OM CF DRA'ilt .. 'AFTER f)F T X�.. g,5 -0 250 S� RESERVED AREA I 1' "'' •1t:lrA SHALL ST 2 F,..' Ii�FR AND LCN'E ;' "Fp AI3;', �� , R THAN V49 ,,CN FEED OR DRAIN - -------------.---- _0000:...- - - - - -- ,_ „ TEST HOLE POINT(AM) 43 0 Q . 4 L0 PROVIDE 1050 GALLON The contractor (or designee) is required to pt form a SEPTIC TANK WITH sail boring adjacent to the draintield excivatirm at the ' TRAFFIC LID time of final inspection. Prior to Final A,,p oval, the DOH WATER METER A P P R ()Vito (H10 RATED) inspector sh.il witness the su l boring ami compare the IN C8 ( E COUNTY jj!t }ALIIA0' WQAEW results to the original site evalu i!ion submittr . A I ( 58 reinspection fee will be assessed It the contractor is not � PE000IT #;;-;,,,1.___ STREET ELEVATION 8.35 at the jobsite at the arrang?d time CENTER LINE ELEVATION 8.85' SITE PLUMBING PLAN ,L. (MIN) --� Sq. FT. (MIN) SCALE: 1 /8"= 1' -0" DRAtNFIELD --;I- ----- Z{9 fNSTALL — �•�- ---• —• OF &LtGt f t Y LIMITED SOIL LINDEN 501`TCM 1 OF t)RAINFIE �IOV� IPIV�F T LEVATI0f4 ,�. =-T� SOTTOM OF IDRAIN�' IFLID frLEVATED-- �--- -- — pERIh1FTEF� OF hATIE N AREA SHALL !!E 'T WjOt-k ANDLONGER THAN THE 1•RQp{�aL�n A,b ORF � � hFD OR DRAIN TRENCH r • 0,001.. •. "• r•• ••W•• ULU w • r M f � • r • • • W • "" •z Revisions O � Lu r rr • r•! ••• lh3. Ev.12,1�ISL.9yE . `• 0 ' •x3.27.2013 •B.D.0 i LL 1 n AA-26001560 o P-0 ■ ww n N urns x � r r • :0410' • r W r�..W.`r . ..• r • - TEST HOLE POINT(AM) i ii'. 'R r,: -+fit: X:IiUilTY ;1�LT1Ir�ITM[if --- - •------------ - - - - -- Cd I 9.7 X €� AII4 ;. �V R; - •-�-�- 500 S� DQRI9F;FA CFIELD TAL , VEWA i , ' _ � fA SUCH � LY LIMITED Still fC C I LO I F T 'LEVAfION OF L, — _ V "� �' OM CF DRA'ilt .. 'AFTER f)F T X�.. g,5 -0 250 S� RESERVED AREA I 1' "'' •1t:lrA SHALL ST 2 F,..' Ii�FR AND LCN'E ;' "Fp AI3;', �� , R THAN V49 ,,CN FEED OR DRAIN - -------------.---- _0000:...- - - - - -- ,_ „ TEST HOLE POINT(AM) 43 0 Q . 4 L0 PROVIDE 1050 GALLON The contractor (or designee) is required to pt form a SEPTIC TANK WITH sail boring adjacent to the draintield excivatirm at the ' TRAFFIC LID time of final inspection. Prior to Final A,,p oval, the DOH WATER METER A P P R ()Vito (H10 RATED) inspector sh.il witness the su l boring ami compare the IN C8 ( E COUNTY jj!t }ALIIA0' WQAEW results to the original site evalu i!ion submittr . A I ( 58 reinspection fee will be assessed It the contractor is not � PE000IT #;;-;,,,1.___ STREET ELEVATION 8.35 at the jobsite at the arrang?d time CENTER LINE ELEVATION 8.85' SITE PLUMBING PLAN ,L. (MIN) --� Sq. FT. (MIN) SCALE: 1 /8"= 1' -0" DRAtNFIELD --;I- ----- Z{9 fNSTALL — �•�- ---• —• OF &LtGt f t Y LIMITED SOIL LINDEN 501`TCM 1 OF t)RAINFIE �IOV� IPIV�F T LEVATI0f4 ,�. =-T� SOTTOM OF IDRAIN�' IFLID frLEVATED-- �--- -- — pERIh1FTEF� OF hATIE N AREA SHALL !!E 'T WjOt-k ANDLONGER THAN THE 1•RQp{�aL�n A,b ORF � � hFD OR DRAIN TRENCH r r Z w Job No. o ULU w , z W LU �� �nn U) O � Lu �; (n cr) z Cc �o CE 0 < i LL �)< n AA-26001560 o P-0 ■ ww n N <� U J�o2, �a o L U L6 Z �Z N cn 0 O i M r N _ 4j O L U ' V ©W E t m Y U � ^^ u, w 4 � O C ui Y. 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