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Home My Public Portal About11-0374 Ouellette_5of5OHP ostessossosoccomusetemarasrmeczamscs.-- VAM HORNE STREET RIGHT-OF-WAY VARIES i> OHP OHP IRF S 46°40'40" E BHP Emmy POWER GOES UNDERGROUND OHDD OHP Asonteoemaaceammlosvasessmes, IRF WATER METER WATER METER LOT A n) c-)C' mtj z 70 rn >in r C3 Z -0 —4 C3 r M.< ri 01 HP • 11> ›q4'. 1E27- 'CA (.4 • • • • 3 • • • .• j1:3• 20' BUILDING SETBACK LINE A 4- S A A 0;9x 1 \,‘ 7- / TWO STORY WOODEN FRAME RESIDENCE ON PIERS HVAC GROUND FLOOR NCLOSURE FOR STAIR WELL 77 SF, ELECTRIC METER LP GAS lcTANK •••-•••••• 15,10' WOODEN SHOWER STALL IRE LOT B x DRAINAGE SWALE TURNED TO PROTECT oPc) /- OAK TREE X Og.Z>.• 4.41•■■••••••■•■••••■■•■• 20' DRAINAGE AND UTILITY EASEMENT CENTERED ALONG PROPERTY LINE LOT .013%,01.166.42112"...5. V.1161,52.11205. N 47°46'15" d 46' x CHATHAM SURVEYING SERVICES, INC. P,O, BOX 61649 SAVANNAH, GEORGIA 31420 912-303-0302 AS-BUILT SURVEY OF A NEWLY CONSTRUCTED RESIDENCE ON LOT B VAN HORNE PLACE SUBDIVISION KNOWN AS 18 VAN HORNE STREET CITY OF TYBEE ISLAND, GEORGIA FOR JARRETT OUELLETTE FIELD AS-BUILT; 10 05 0 10 20 SEPTEMBER 8-9, 2011 ValiSSTCM 1" = 10' DATE OF PLAT: SEPTEMBER 11, 2011 CHATHAM SURVEYING SERVICES, INC. HAS PERFORMED AN AS-BUILT SURVEY OF THIS PROPERTY AS EXISTED ON SEPTEMBER 09, 2011, THIS DRAWING MAY NOT LE ALTERED OR AMENDED IN ANY WAY WITHOUT THE EXPERESSED WRITTEN PERMISSION OF CHATHAM SURVEYING SERVICES, INC. P.I.N. 4-0003-09-035 REFERENCES DB 366-M PAGE 547 SMB 37-S PAGE 002 IN ACCORDANCE WITH F,I,R.M. MAP NUMBER 13051CO213 F, INDEX DATED SEPTEMBER 26, 2008, THIS PROPERTY DOES LIE WITHIN A DESIGNATED FLOOD HAZARD AREA, (ZONE AE, ELEV 11) (NAVD 1988) ERROR OF CLOSURE (PLAT): 1 / 59,552 ANGULAR ERROR' 4° . PER POINT TOTAL LOT AREA: 02793 ACRE (12,167 sS.) METHOD OF ADJUSTMENT' NOT ADJUSTED EQUIPMENT USED SOKKIA SET 4110 TOTAL STATION SOKKIA C3 20 POWER LEVEL IRF - DENOTES IRON ROD FOUND IRS - DENOTES IRON ROD SET SHa/N BUILDING TIES ARE TO THE GROUND FLOOR WALL. JAMES M. KEATON Ga. Reg. No, 2743 IN MY OPINION, THIS IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS BEEN PREPARED IN CONFORMITY WITH THE MINIMUM STANDARDS AND REQUIREMENTS OF GEORGIA LAW. - EXT'G FG 10.4 FG 10.9 12 MIL BONDED NYLON r 1' 0 ,�J •:i j CbP V NOTES: 1. SEE SHEET C2 FOR LEGEND. 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION'! 3. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL. EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING" 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL 8E CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. N SPECIAL DRAINAGE NOTES: 250 if awala at 0.36% SHALL BE MINIMUM OF 1" T SEE NOTE 1 FG 10.5 130 if Swale at 0.50% RPORATION STOP a TAPPING SADDLE SEE PLANS FOR LOCATION AND SIZE 1. THE LOTS WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. STROMWATER DETENTION WILL NOT BE REQUIRED FOR THIS PROJECT. 3. ALL AREAS WHICH ARE NOT TO BE COVERED BY THE BUILDING OR THE ACCESS DRIVES ARE TO BE PERVIOUS. Lot 1 12,291.72 sf PG 10.0 Lot 2 12,156.22 sf CORPORATION STOP 130 If awake at 0.85X Lot 3 12,041.09 sf 1. TAPPING SADDLE TO BE DUCTILE IRON WITH TYPE 304 STAINLESS STEEL FORGED DOUBLE STRAPS, STAINLESS STEEL BOLTS, NUTS, AND WASHERS. FINISH IS FUSION BONDED NYLON TO AVERAGE THICKNESS OF 12MILS. 2. CORPORATION STOP MUST BE PLACED AT 45 WLTH RESPECT TO WATER MAIN (AS SHOWN ABOVE). WATER TAPPING SADDLE NOT TO SCALE GENERAL BUILDING INFORMATION NOTES: 1. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FEMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. 130 if swats at 1.5% 95 If Swale at 0.56X 20' DRAIN and UTILITY SMT. / 155 If swage at 0.50% Special Pre- - Construction Note : Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. VARIES 2.0' EXISTING — GRADE FINISHED GRADE ELEVATIONS SHOWN ON PLANS FG 8.09 1 100 If swot at 2X Ds2 Ds3 Sd2 Ds2 Ds3 Lot 4 22,343.73 sr SWALE DETAIL L not to scale SOIL ER O SION LEGEND TEMPORARY SEDIMENT BARRIER CONSTRUCTION EXIT DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING CHECK DAM z w } z zo O 2 > 0 : U C ao° za w �d� w : Darr 0 } w u-00 w S aco IIF zz » » w I~ w OD STORM DRAINAGE OUTLET PROTECTION 17 SY DUMPED STONE RIP -RAP LINED PLUME FES IE 6.0 INLET SEDIMENT TRAP UTILITIES PRUTECTIDN CENTER 1 -800- 282 -7411 GEOTEXTILE 15 SY DUMPE STONE RIP -RA ADD 8 LF 2 , " DIA. RC? - SLOPE TO MATCH EXT G REWORK SLOPES AS REQUIRED SaLOMON AVTP.1NU EXT'G 8" W I Hydrant SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABL.Y BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT, DRAWING NUMBER SCALE: 1" = 20' 4 OF 5 SHEL IS J 8 IRF ,VAN HORNE A VENUE �o — EXT "G 6" W +— __ _^ ti *er pole ▪ awrMMIle w w raw- w w 1.1111■110101OR — w w•1+111•1111 NM w Ow I w _•rr. r MN IIN111.11111n1w w w w■_ w r wr w w INIONwwr r 111,11101.11Mw a \ r N 11 N SWALE NOT INSTALLED \ TO PRESERVE TREES - sWALE WILL BE INSTALLED DURING LOT DEVELOPMENT LA N r — -4 L • Ii 1 1 It 5SL 1 Guy Ore w wommo1 sa S w.■•• s w ••11011l. MN w SwwM11018 w _O 110111101.11r w !10 r i BSL I 1 1RF 6' pottier pole Benchmark RR /Spike In PP El. 11.24 1 9 Lot 1 12,291.72 of Lot 2 12,156.22 of ID N r N / / / /V ( 10 SWALE NOT INSTALLED 1 TO PRESERVE TREES BSL j L_ 8SL Lot 3 12,041.09 at' 1 0 i!. SWALE NOT INSTALLED .1 U' TO PRESERVE TREES - Ir SWALE WILL bE INSTALLED y DURING LOT DEVELOPMENT -( 1 cn to L _ .._.. -. _ -- --Il.- ..... 13SL MONO 2.0' DRAIN and UTILITY BSL 9 90 --9"6- If &wale at 0,56% -I- I P(') \ ! FG o `, ono \z\''4-) Nz\''' P' ■ o. 8.5 1FG Lot 4 22,343,73 of M r 1 H 1 -C1 N \ 31 i I \- .- --k' i 20 DRAIN and UTtL1,T) ZsMT, I I t — / RIP-RAP V1 may. SIM M tl".NNON.r 110111•101111.1111 1 errz Y� �FG 7,0 ( r— NI 1 I{ 9 - - E ..--7 6 17 SY DUMPED RIP -RAP LINED 3 15 S DUMPS STO E RIP-RA 4 "RCP REWORK SLOPES AS REQUIRED PAVING GRAD G A D DRAINAGE PLA 1/I A 20r STAINLESS STEEL (TYP) DUCTILE IRON 2 ltIIL. BONDED NYLON SHALL BE "MINIMUM OF r TAP SEE NOTE 1 CORPORATION STOP TAPPING SADDLE SEE PLANS FOR AND SIZE 11111111111111111 1 viii( 1 SEE NOTE 1 .. rr CORPORATION STOP LOCATION TTAPPPII C SADDLE TO BE DUCTILE IRON WITH PE 304 STAINLESS STEEL ORGED DOUBLES7 . STAINLESS STEEL BOLTS. IS FUSION AN TO AVERAGE THICKNESS OF 125,4ILS. 2. CORPORATION STOP MUST E PLACED D AT 45 ITH RESPECT TO MATER MAIN (AS sHo*N tit! WATER TAPPING SADDLE NOT TO SCALE Gi Special Driveway Note : All drives are to be 4" thick (mini pervious concrete with o stone base equal to the thickness of concrete used (411 J J NOTES: 1. SEE SHEET C2 FOR LEGEND. 2. LIMITS OF GRADING AND GRASSING ARE INDICATED ON PLANS AS "LIMITS OF CONSTRUCTION". 3. CONTRACTOR ONSUTION AND FOR AVOIDING ALL SAME. ANY PRIOR TO EXISTING COMMENCING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 4. ALL DISTURBED AREAS FROM NEW CONSTRUCTION ACTIVITIES WILL BE SEEDED, MULCHED, FERTILIZED AND WATERED TO PROMOTE A SUFFICIENT GROUND COVER THAT WILL PREVENT SOIL EROSION. SUFFICIENT COVERAGE SHALL BE AS SPECIFIED IN "EROSION CONTROL GRASSING". 5. DRAINAGE: ALL EXCAVATION SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY SURROUNDING THE SITE WHICH EFFECTS THE OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. SURFACE WATER, GROUNDWATER, OR ANY PERCHED WATER WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE REMOVED BY ANY ACCEPTABLE MEANS APPROVED BY THE ENGINEER. 6. ELEVATIONS ARE BASED ON MEAN SEA LEVEL DATUM. 7. CONTRACTOR TO VERIFY ALL DRAINAGE STRUCTURE LOCATIONS, TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. SPECIAL DRAINAGE NOTES: 1. THE LOTS WILL NEED TO BE GRADED AS SHOWN AND AS DICTATED BY EXISTING CONDITIONS WHICH CAN NOT BE FORSEEN TO ALLOW FOR PROPER DRAINAGE. 2. STROMWATER DETENTION WILL NOT BE REQUIRED FOR THIS PROJECT. 3. ALL AREAS WHICH ARE NOT TO BE COVERED BY THE BUILDING OR THE ACCESS DRIVES ARE TO BE PERVIOUS, EXISTING GRADE oE GENERAL BUILDING INFORMATION NOTES: I. PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE SET AS PER FgMA FLOOD STUDY MAPS AND AS PER THE CITY OF TYBEE ISLAND, GEORGIA ORDINANCES. 2. PROPOSED BUILDINGS ARE TO BE SUPPORTED ON PIERS OR FOUNDATION WHICH WILL SATISFY FEMA ELEVATION AND FEMA ZONE REQUIREMENTS. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL. EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING. 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. Special Pre- Construction Note : Contractor to verify ail existing and proposed structure locations (drainage, sanitary, etc.), tops and deptha prior to ordering materials or beginning construction. VARIES 2.0' VARIES -FINISHED GRADE ELEVATIONS SHOWN ON PLANS SWALE DETAIL not to score ,SOIL ER41OIV' LEGEND TEMPORARY SEDIMENT BARRIER CONSTRUCTION EXIT DISTURBED AREA STABILIZATION WITH TEMPORARY SEEDING DISTURBED AREA STABILIZATION WITH PERMANENT SEEDING CHECK DAM STORM DRAINAGE OUTLET PROTECTION INLET SEDIMENT TRAP GEOTEXTILE SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE-CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. Ds2 Ds3 Cd-S AS -BUILT 8 -1 -06 SCALE: 'I" = 20' 20' 40' 50' BOSWELL DESIGN SERVICES INC. 0 d' W Q ccn moo, < W N co Q Z Q N Z�, Z U) a U U Z a DATE: August 1, 2006 6 z m 0 5) N 0 w z w z Z 0 O 2 En"0 > 0Q UQ (`(�U7� z� ZW W W w w0 z w< 00 d>2 Qm Q_ w < w zzw Q< Z 0 (nU) zz >> w w W m PAVING, GRADING AND DRAINAGE PLAN CONTACT A MINIMUM Cr- 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 - 282-7411 DRAWING NUMBER C-4 4 OF 5 SHEETS - - - -- -EXTIG 6" W IRE 1 I I i i I ' 1 09 1 I 1 ' 1 / 1 � 1 / 1 I / 1 1 ' 1 t$404 -R T T, 01 V I 1 i L OW MIR 111111“11111/111M11 NMI IMMO CONNECT TO EXTIG WATER WITH TAPPING SADDLE (TYP) VAN HORNE AVENUE - - BSL Lot 1 12,291,72 sf BSL MINI - .MI.NI.NIMIN - - 0 �0 0 c) EXTIG SS MH (1{ j' IE 1.15 TOP 9,6 EXTIG SS MAIN LE.2.52 .2,77 po�Ver pole N r J - .wow -- 24 "RCP CONNECT NEW 8" SS TO EXTIG SS MH AT EXTIG IE TOP 8.38 IE 3.97 Guy - - ...NI... - 4 N.. •.■ - - MIrMI -- - NIna-�NI - - - - - - fire BSL tJ 0 z K c r M r 1 I 1 1 i Lot 2 12,156,22 sf 0' N r BSL IRE 54 LF 1211 SSI AT 0.13% pow genchmork RR /Spike In I El. 11.24 1 1 NEW SS MANHOLE TOP 9.00 (r/ j 9.44 IE IN O.G2 3.90 IE OUT a (:e in - ,1tj CO 11t WI Lot 3 12,041.08 of It 1 4 S to O 237 LP 12" SS AT 0,26X (min) I 1 1 I 1 I I 1 1 I 1 1 I 1 1 1 1 I I 1 I 1 1 I 1 (^ BSL _j L BSL r COQ` 201 DRAIN and UTILITY ES,tt 1T,,,, BSL Lot 4 22,343,73 of 4" SS 1" CONSTRUCT NE'"DOGHOUSE" Ss� MH OVER EXT' SS LINE TOP 9,1G (•/ j 8 (7 IE IN (is out vfl 3.28 IE OUT TO MATCH EXT - FLOW LINE �'� _ �. - - /.w+MI.01 ...w MIMIC -NI .NI - MINI.++" MIN r IMI°'."MIMI n. M. -MINI V MINI--" r 201 MAIN anci, UTXt- T) �SIYJT. MIMIC~ MINI 00.110■1101 WO MINI ---_- pp LX� G G �� 13 MINI•- _ iStOL O.411'ON AVENUE ---------------------------- - - - - -- _ -tire- EXTIG 811 W j Hydront STAKING, LAYOUT AND UTILITY PLAN Special Pre - Construction Notes 1. Contractor to verify all existing and proposed structure locations (drainage, sanitary, etc.), tops and depths prior to ordering materials or beginning construction. 2. Contractor to verify all new pipe slopes and tie in to the existing sanitary system and use ductile iron If required, 3. Contractor to coordinate all sanitary work with the City of' Tybee Island, 4. Interruption of service is to be closely coordinated with the City of' Tybee Island. Interruption is not allowed until such time that the new service system is complete so that service may be switched from the existing system to the new. GENERAL INFORMATION NOTES: 1. EXISTING INFORMATION SUPPLIED BY HELMY SURVEYING. 2. ACTUAL PLAT INFORMATION MAY BE OBTAINED BY THE SURVEYOR. 3, BUIDING SET BACK DISTANCES AS PER THE OWNER AND SURVEYOR. EASEMENT NOTES: 1. THE OWNER, ENGINEER AND SURVEYOR ARE TO COORDINATE ALL EASEMENTS PRIOR TO FINAL PLAT APPROVAL AND RECORDING, 2. ALL DRAINAGE EASEMENTS TO BE PRIVATELY MAINTAINED. • TRAFFIC AND RIGHT -OF -WAY NOTES: 1. ALL ROAD CLOSINGS, DETOURS AND ETC. ARE TO BE COORDINATED WITH THE CITY OF TYBEE ISLAND, GEORGIA PERSONNEL. 2, ANY AND ALL NECESSARY PERMITS MUST BE OBTAINED FROM THE CITY OF TYBEE ISLAND PRIOR TO COMMENCEMENT OF ANY WORK WITHIN RIGHT -OF -WAY. CAT IRON COVER MARKED WATER FIN GRADE CONCRETE COLLAR (18 "x18 "x6 ") THREE PIECE SCREW OR SLIP TYPE VALVE BOX - CAST IRON VALVE 5-1/4" DIA • STANDARD VALVE BOX NOT TO SCALE THREADED FERRULE & BRASS SCREW PLUG CONCRETE COLLAR CLEANOUT NOT TO SCALE I,(ARK FACE OF CURB wtTH V" OVER LOCATION OF LATERAL I =IIJH IHHI !iJIJI= 111!11 = 111111E-111111= 111111= 1EIIIIII_ 111111 -I I II IiE -1111 ST2 � CE��I R TIED STRAPPED TO Pc ' �TIAp T STQP A con STOP f'J•/'CORPORATgly \• STOP 44 SADDLE 6" DMA. OR LESS NOTE: 1, IF UNPAVED AREA. SET TOP OF CONCRETE COLLAR I" ABOVE FINISHED GRADE. 2. iN PAVED AREA. SET TOP OF BOX FLUSH WITH PAVEMENT, NO CONCRETE COLLAR REQUIRED. 6 "x 2' -0" DIA. CONC. CONCRETE PAVING 1 /8 BEND C.I. Fd1t$H GRADE PROPERTY LINE = )11111= !11111=1 . IIIl_HIlll IU ABOVE LATERAL 18" 12" TAP SIZE AND TUBING TO BE TO BE 1" (mtn) All Fm &NGSLATERAI SHALL CURB STOP TE TE uRB STOP t ST AtRD METER BOx (SEE DETAIL SHEET Cs) WATER SERVICE LATERAL NOT TO SCALE GENERAL UTILITY NOTES: 1. CONTRACTOR IS TO COORDINATE ALL GAS, LIGHTING, ELECTRICAL, PHONE CABLE AND ANY OTHER REQUIRED UTILITIES WITH THE APPROPRIATE UTILITY AGENCIES. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION ACTIVITIES AND FOR AVOIDING CONFLICT WITH SAME. ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. 3. WATER USAGE FOR THE SITE (not including irrigation) WILL BE APPROXIMATELY 4 gpm PER UNIT (instantaneous peak demand as per Georgia minimum standards for public drinking water systems). THIS PROJECT WILL HAVE 4 LOTS / UNITS, 4, WATER LINE TO HAVE RESTRAINED JOINTS, 5. ALL WATER MAINS ARE TO BE C-900 PVC. 6. ALL SANITARY SEWER LINES ARE TO UTILIZE RUBBER GASKETED JOINTS AND CONFORM TO ASTM 3034 FOR PIPE 15" AND SMALLER. 7. SANITARY SEWER MAY BE CONNECTED TO EXISTING STUB OUT IF PROVIDED. 8, A MINIMUM OF 101 SEPARATION MUST BE MAINTAINED BETWEEN WATER AND SEWER MAINS. 9, #12 GA, WIRE SHALL BE INSTALLED WITH ALL WATER /SEWER LINES, 10. WARNING TAPE SHALL BE INSTALLED WITH ALL WATER /SEWER LINES AT 1 TO 2 FEET DIRECTLY ABOVE LINE. 11, A MINIMUM SEPARATION OF 2 FEET IS REQUIRED BETWEEN ALL WATER TAPS AND SEWER CONNECTIONS, 12, WATER LATERALS TO BE INSTALLED A MINIMUM OF 24" FROM BELL JOINTS, 13, WATER LATERALS TO BE INSTALLED A MINIMUM OF 18" APART (CENTERLINE TO CENTERLINE OR AS PER THE CITY OF TYBEE ISLAND INSTRUCTIONS. 2 wcf/ SCwtC 14, ALL WATER LATERALS TO BE POLYETHYLENE OR APPROVED EQUAL, 15, 411 SANITARY SEWER LATERALS SHALL BE PVC AND HAVE A MINIMUM SLOPE OF 1%, 16. NEW 1" WATER LATERALS CONNECTION TO MAIN SHALL BE BY TAPPING SADDLE. 17. ALL WATER LATERALS ARE TO BE POLYETHYLENE OR APPROVED EQUAL. 18. CONTRACTOR TO VERIFY ALL EXTIG AND PROPOSED STRUCTURE LOCATIONS (drainage, sanitary, etc), TOPS AND DEPTHS PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. STAKING GENERAL NOTES: 1 DIMENSIONS ARE IN FEET AND DECIMAL OF FEET UNLESS NOTED OTHERWISE, 2, LIMITS OF CLEARING AND GRUBBING SHALL MATCH THE PROPERTY LINE BOUNDRY OR AS SHOWN ON THE PLANS. COORDINATE ALL CLEARING ACTIVITIES WITH THE ENGINEER /OWNER, 3. ALL COORDINATES AND BEARINGS SHOWN ARE BASED ON A SITE COORDINATE SYSTEM, CONTRACTOR SHALL VERIFY PRIOR TO THE START Of CONSTRUCTION. 4. BENCHMARKS SHALL BE VERIFIED BY THE CONTRACTOR AS TO LOCATION AND ELEVATION PRIOR TO THE START OF CONSTRUCTION 6, ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. 6. CONTRACTOR SHALL VERIFY THAT OVERALL SITE DIMENSIONS AGREE WITH THE INCREMENTAL LAYOUT DIMENSIONS AS SHOWN ANY DISCREPANCIES WITH DIMENSIONS AND COORDINATES OR PROPERTY LINES SHALL BE ADJUSTED AND APPROVED BY THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING HORIZONTAL AND VERTICAL CONTROL ON THE SITE BASED ON EXISTING MONUMENTS, ALL COSTS INVOLVED IN LOCATING THE EXISTING MONUMENTS AND CARRYING THE STAKING LAYOUT TO THE SITE SHALL BE BORNE BY THE CONTRACTOR. 8. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO COMMENCING OF CONSTRUCTION AND FOR AVOIDING CONFLICT WITH SAME, ANY DAMAGE TO EXISTING UTILITIES SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR, 9. CONTRACTOR TO VERIFY ACTUAL BUILDING DIMENSIONS WITH ARCH, PLANS. 10, ALL RADII ARE 5' UNLESS OTHERWISE NOTED, 11, ALL ROAD AND LANE WIDTHS ARE TO BE 12' UNLESS OTHERWISE NOTED, SPECIAL WATER LINE NOTES : 1, Pipe, fittings, valves and other accessories shalt, unless otherwise directed, be unloaded at the point of delivery and stored where they will be protected and will not be hazordous to traffic. They shall at all times be handled with care to avoid damage. The interior of all pipe, fittings and other accessories shalt be kept free from dirt and foreign matter qt all times. 2, Any defective, damaged, or unsound pipe shalt be rejected, Alt foreign matter or dirt shalt be removed from the inside of' the pipe before it is Lowered into it's position in the trench and shall be kept clean by approved means during and after laying. Care shall be taken to prevent dirt from entering the joint space. During installation, when pipe laying is not in progress, a mechanical joint plug or cap, or approved actual, will be used to form a water tight seal at both ends of the Line being laid and no trench water shalt be permitted to enter the pipe, 3. Clean the interiors of all pipe by brushing, swabbing or washing out all dirt before placement, 4. Flush the new pipe tines until the water runs clear at the end of all mains and Laterals. This should be done after the pressure test and before disinfection, Minimum flush time and velocity ore to be 2,5 fps which is necessary to purge the line of foreign material. SPECIAL CONSTRUCTION NOTE: IF ANY DISCREPANCIES BETWEEN THE PLANS OR CONSTRUCTION STAKES AND ACTUAL SITE CONDITIONS ARE ENCOUNTERD DURING THE COURSE OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, SURVEYOR OR OWNER OR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING SAID INCONSISTANT ENTITY. IF THE CONTRACTOR KNOWS OR CAN RESONABLY BE EXPECTED TO HAVE KNOWN OF AN ERROR, DISCREPANCY OR CONFLICT IN THE PLANS, SPECIFICATIONS OR CONSTRUCTION STAKING AND FAILS TO REPORT THE PROBLEM PRIOR TO CONSTRUCTION, HE SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY WORK OR EXPENSE INCURRED BY HIM FOR WORK REQUIRED TO BE RE- CONSTRUCTED BECAUSE OF SAID ERROR, DISCREPANCY OR CONFLICT. AS -BUILT 8 -1 -06 SCALE: 1" = 20' 40' 50' U) z 0 UI it BOSWELL DESIGN SERVICES � 1 DATE: August 1, 2006 6 0 0 0 0 0 J v 0 W W Z z0 O 2 U) o W Z Ch • O ww Q � cD 11-1 w D Doaw0 w IZZLOO > >_.I Eh CO < K Q 0 () � � 03 o I O� U? (1) Z Z } } W W W CO STAKING, LAYOUT AND UTILITY PLAN CONTACT A MINIMUM OF 72 HOURS PRIOR TO DIGGING UTILITIES PROTECTION CENTER 1- 800 -282 -7411 DRAWING NUMBER C -3 3 OF 5 SHEETS