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'3 `+c' moo+ 5.0' d' KC7EA/T./O" - 400• VAF/Eg GPAOC TOp �A*Eq - EX/fT/itJG O/TCN ELEV 725) I -CM ,I_r'r QLEK G.75 =I /NV. 6L49V 6.75 " 1.10, \ CGRA GG SNOGJL/�ER /2.Ob /iG.00 'SNOULOE G�c'd0�` SN=CT/Oh/ 4 6oT ELev. ro.zS ./� T�G'SZI /600 G B AJ`CFN7o.T. A, I• \ 4 AC/ME c�dT ANIM -�1 O TTOM SP/LLWAY DETA/L \\� 6'•5TA8/L/ZEO SUB61CAOG di"COMPACTED L/MJ±Q7GK M!A/. 74671 OP MA-<. M/A/. L.$.R. 7cc ' /OV 'Yo OF 121EA15 '0MAX STC X 601 MAX. 17EN5/TY AASA10 T-/EO. TY-J:;"'/CAL l:A\/EMENT 6EC7-/0,,V 8� V MANHOLE FRAME G COVER CITY OF JACKSONVILLE STANDARD !JG-q ' DATED AUGUST 1975. FINISHED GRADE �ICZ��. 1\ ��•cygJ. II C4 . ...GROUT 4" / n VARIBLE BRICK N P G"-- (GRADE MM) •q , ADJUSTMENT 2I��\@c''� `4✓��*mow �'�, �� G�4 ,�{�� I / 7-8 , IYNOMINAL /ZOO t0 5 Y" ° , s" A><. I � T tin SCALE: /"=¢O I a ' p�. G I Q I v acv E��� �V• _�1.. � / Q 0 m /)� � r _+ r / O I \ J� I� k :'.`.' I•-o•MIk a'-O•MAx. AX TONGUE REINFORCING "0•RMIG JOINT NEW LONG. SPILL wqY ' �I APPROVED PPREM0 DED �'� C L•'6, f /NV GLEV. le.7S ' m H j PLASTIC JOINT r 7 SEALER WITH PROTECTIVE ' 1 I Y WRAPPER 5 ,I 4•-0` DIA. I.. N I 'NSTGLL Z' M/N.GTONE - 0 EMBECO N0. 167 OR 1,Y,3i4,FT. 00 koe E.eos/ONveo•-xT/ N0. 3S1 MORTAR• LENGTHS , NON- HRINI UR TNOlOJr/ AS REO ,\� \\ I y��ab• I I ^ •^ I PIPE SHALL NOT I ' /•P.JfJ (.ROUT YI BE IN CONSTRUCT- C4 N REMOVG PLUG /N$TALL trs L F = ION JOINT OF M.H. K Y �1 Y� a�' v C, STL PPE VY/FT. \� J ' / h •� 1/ II ve• w. al.. CLASS "C"CON - 3 3/4ID.MIN. „S:n.sNGW aO.C. TER OOX W M l t• GTfrf 4 Ct/Rt+ STep + se=Me-Ny ME CRETE AND/nR NGW B•TGG,PLI_ o -f L r BRICK RUBBLE PLUG sour" GNO e O . v I \ 4 6"MIN. / AND MORTAR / /4o-ccne�~5� B � se E" NLN. ev rI 6• " _ o a _I �. LEVELING r 0 ` // ! /uVeaev aro I d II COURSE CLASS YoHEArsEQEei�OxXi/v/s5.Te7.LsSa^4avV.v//o.o.eslue/ /OVT .. r - a. '• • '• 'C. CONCRETE [ NV. eLEV ///.Remove / -/ DISTURBED SOIL MIN.BEARING C pGVG,/NSTALL NGw B-ov C� � I NL•/VSMMARr'MANHOG V AP- SECTION VIEW AQrf,2000-LWFT. OA I \ \ TOP ELEK 6.79 / / EAST /NV. t3LEV /.5Z 9NOTES / 9 1 ti41 I `rw WGST /NV LCV.G .a0 L. RECAST MANHOLE SECTIONS TO BE MFRD. IN ACCORDANCE WITH LATEST EDITIONS / b U 7/6 \• NG/V S4N/TAQY 1NA"dVoL6- P / ��. ti I QLl Q TOP ELev 6.75 OF ASTM C478 WITH 4000 LB.CONCRETE, TYPE II CEMENT. aG 'rS•- O � /9"J•'77• I ' P. THE INTERIOR AND EXTERIOR OF MANI:DLE SHALL BE GIVEN TWO COATS OF $O• @_ FARBERTITE BITUMINOUS WATERPROOFING MATERIAL. DO NOT COAT JOINT OR PIPE OPENING SURFACES. I GENERAL NOTES TYP/CAL S,AA117AQ MANHOLE 1. The Contractor shall coordinate the construction of paving and storm I 1 0 I structures with the other utilities. I 2. All underground utilities must be installed prior to preparation of Q Q I 1 sub-grade for pavement. \ `' I 1 3. The Contractor shall be responsible for the location of existing structures and utilities and shall exercise extreme caution while working in areas near existing structures and utilities and shall repair or pay for any 1 damages wade to existing structures. 4. It is the Contractor's responsibility to produce, submit and obtain S•B9'id3d "W 500•Z' approval of reproducible "As-built" drawings from the City of Atlantic Beach I prior to the acceptance of storm sewer, sanitary server and water lines. "As builts" must be certified by the Engineer of record and the Developer prior to City approval. S. Ten (10) feet separation shall be maintained between all water and sanitary sewer lines. 6. All underground valves shall be installed with an adjustable cast iron valve box to grade. SITE Gk'A�/NG ALAN 7. All water lines shall have a minimum of 30" cover from finish grade in FeVr5Eo ✓4/✓ /9,/964 TO5st�WAOG,/T/OV4L //✓�ooA2griov unpaved areas and 36" cover under pavement. �eq�Esreo sr THE urn 8. Thrust blocking is required where water mains are terminated,plugged and at all bend: and tees. CHARLES BASSETT NSI ASSOCIATES, INC. 9. Unsuitable material under water and sewer pipe and structures shall be ENGINEERS A SURVE"M JACKAONFKLE• rL*n m removed and replaced with selected fill, properly compacted. otswHEo BY: APS 1 2�� 10. It is the Contractor's responsibility to submit shop drawings and obtain L• A/o.v �%4VCr&1AA0y � r m [, ✓ = _ I.•, I , approval from the City of Atlantic Beach prior to beginning construction. DRAWN MY. U"AF eE CO""(.IA �r.., Shop drawings must be reviewed by the Engineer of record prior to city DATE 1 Iq) 4 1JDJG 1/Y1/��GL approval. 11. All storm structures, sanitary manholes, water and sewer lines, fittings ` C EVA"oGEL"1CAL and other appurtenances shall be constructed to current City of Atlantic CHECKED n. Beach Standards, Specifications and Details. 12. All water mains shall be P.Y.C. DR18 AMO CODO, with ductile iron pipe .47'LA/VT/C �C�IC//, /rLOlp1[34 dimalsions and all fittings shall be ductile iron. 13. ' Sow 1 i nes.s1s11 be,P.Y.C. - SBR 35 (A51M 63IM-79) PFw ED NY. Dom erZ'/orG,dSammmOwaaAm Or