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HomeMy WebLinkAboutHarbour Branch - Post Doc Housing 38111-38126I S 1 ` S INDEX TO CONSTRUCTI { x 1 a .' DRAWING NO.DESCRIPTION s r ,y fi s r .n� Y � r- y.T„ nvAs d� �3 ys�✓: r CON7-JTPUCTION DRAWINGS s :- _ T o x . �f !a r tyc,3 x * ➢ t ' N� �x � =x� — Uv. { r•xY�� rb d A aYk. . Rr e"`ir �u HTr PARK AINPOfl: I yy t" rh I i' fi! Y 5 �? kp .� 31 t � . x"•: T t �� �Aoo i"'> ♦���i ru y.w,- C �A� 4,'p ✓IA"' k"/.a s� NY S• �\ r� ti x c. a FORT PIERC-E. t.. ,tl� .. ._.�. it4 a.�a A."-r ' vun. z3.zsetr➢ec �4ti. 4 70 WM 4 - =r. i r � t a- e 1 K 3 i i Ain li WWWWW t >.,. 1 ,A j - s�� t1A +.+ do �+. k+;$'^E, 4 i V,s'E < " f. *,. - , .fx.�� x .ii;, v.x r'+��. �: x..,..-r` "� ,. u.'zw`* �+4 S '"n �Ygg1 9}. S "rv3i* ,3.._...r trs Yfi,r; f '"E`gF 3�+ s, yy....Y- a h •< 4'a' 'r 1 pG4� $ r,'�a+'r z"'� • it ` & ,'� PA BY c..�i c.. rr.. ..#.a ........v - t,,. �. ♦Fn. , Sx ...3 s.v .,.-e....n,y�. }� .[... T.}-t ...r.- ... i ,.: .x..4 .. 'M1/I ✓ �z.-:: n,f ,. u.: -',5.- R E yL.. ,..r ...-. � .. .+. ro ...- r +'..due•. r ASSOCIATEco ARTER P ft ST, LUCIE COUNTY ENGINEERING DEPAI TENT WiS DOCUMENT HAS BEEN REVIEWED WITH RESPECT TO COJNTY ENGINEERING REQUIREMENTS AND: ❑ IS APPROVED jrISAPPROVED AS (VOTED ❑ IS NOT APPROVED S ,ALL BE REVISED & RE- SUBM I FTED SHOULD ACTUAL SITE CONDITIONS Dil'FER FROM THOSE RF- PRFS"'N`ED HEREIN, ANY APPROVALS HEREON ARE NULL AND VOID AND CONSTRUCTION OF IMP%OVEMEHTS COVER -ill) BY S H APPROVAL SHALL CEASE UNTIL PLANS HAVE BEEN RE- APPROVED By 7HE COUNTY ENGINEER. APPROVAL DOE'S NOT RELIEVE THE DESIGNING ENGINEER OF RESPONSiDILITY FOR CORRELATION OF ALL DEFAILS, DIMEW S 1 S A;.'D CONDI FIONS, NOR DOES IT RELIEVE THE CON, ST JC OR FROM CONFORMING TO APPLICABLE COUNTY PE. QJIREMENTS UNLESS SO NOTED HEREON BY COUNTY ENGINEER COUNTY EN NEER BY DATE v§' LEGEND 14---- EXISTING CONTOUR LINE /7 PROPOSED CONTOUR LINE EXISTING SPOT ELEVATION 5.61 PROPOSED SPOT ELEVATION; q< ' PUMP STATI --�—�+ NHOLE x�RAVITY SEWER LINE - - --- FORCE MAIN PERCOLATION TRENCH y _ 1 r Y - Ll LUCIE PC. 51A. 8.24. SD FT STA. 7+58.52 k r v - u 5 i. <%`: N"i `�. � P� ��rt%'�� - � •Yxf 5J m 4 .. µ 3`.R` "Yf 1 t� kr�_ t 4 t P.C. 5TA. 5+54-. 11 4- 5TA. 54 5 8.72 $- 5UFl PT 5TA. 4 4 20.14 C = 5TA. 4-+25.55 *SURVEY z2 a PC. 5TA. 3+40.19 1 I -5TA. 3+43.69 !�- SURVEY z y. PT ill 2+ 78.4 5 y, =9TA. Z+BI A5 SURVE'( �-PC. 9 A. 2+22.14 C = STA. 2+Z4.9to SURVEY i :i",tF{z.,` '... %yt=" #, �r l�',sr--�iy Y-i-`�--•dn 4 .2 ::,y�'n r`Lvd`a.' •*'.. .,, « *�'?i'''• PT 9TA . I +'141 4-- ` = 57A. 1+78.89 C SURVEY P.C._5')TA.0+91.94 4- 5TA . 0+96.12 SURVEY r " 9 x TA. 0+58 87 ik SURvEY . PC--'5TA. 0+22.Gra =5TA.0+22..raCB SURVEY O 13 9 7, Z'. MA / 4 4 T 5TA. 9+87.35 5TA. 7+fo7.1(0 t SURVE' 2 0.IV. u.s. 0 STA. 104 47. 8'1 = 9TA . 10+20.10 5UR\/EY �b�, V4 91 93` 84 91 92 . ii END CONST. PHASE I 5TA. 13+Z7.77 t = STA. 13+00 It-> SUR .8 rim 3 F a: :r. 5 ,.. ,::.. .},.w s�, tar � ��� ,�'�`r i� e,-�.�,-. ;s urea..=�'uY ,.. ,'•'s. ,.r, _.�i.s�:x-'»r'=� ...1';+.fK'��'�.,g..*`sc i` '--. Ft# North East F't#`' ,.' Nor th Eas$..._ 30 5046254626 47_:T.'37; 757 a 59 J06-7. 414164 4770.273762 60 5 0 80. ,77677 4762.727520' - .`bi 5084.402339 4769.641426 62 51r3.415580 4758.573604`' b3 5104.671287 4760.734200 - 64 51 15. 900-184 4754. 194124 : b5 51 14. 650677 7 4752. r Y 3528 , 66 51 66:_918 474tr.9657Q7 7 5129.639255 4734. tc1801' 68 514<.6i1. ir' ^829 4726.5-555969 51�1.47'::�1 469i�.2tr7554F rzton Es#st GoeST tLet> wnv Ft# North East Ft# North East � . 8.3 5183. 787502 4696.425268 -a4 521().491199 4685. 115443 � � 4� � ¢� � 85 5217.316105 4701..^, 2974y 86 5221. 459782 4699. 474767 87 5224.96�734 4707.762121 88 5243.846485 4699.7672-1 89 5240.336533 4691.479877 90 5244.48021ir 4689.7249i11 A �- 91 5237.655304 4673.610601 92 5264.359000 4662.300756 f 93 S256.5591 i7 4643.884414 94 5175.9876! 9 4678.0ti8946 ' �`' " Fit # North East Fit # North East I I d / 1 5000.tii7iY rrO 50o.ir00000ri 2 SiJ64. 12532.s 4967.040131 F!U/SH GRIlOE W,�; can aYxYC Nw !. Mt /N :4829.23 CF UTILITY 3 Alsa, r irbt 6642it6 4926.427346 4 5075.774 ,b_. 86<.39t;� o nI AREA To �E _-a 5023.731547 4727. =66621 6 4925.680426 4640.4r}'829 7 4651 089645 4482.9130291 8 4847.011343 4274.580193 ;, 1elk lama 9 5003.313966 4075. 713066 l r i 5213.7650'24 5985.1300923 �(� ea 11 5062.201584 4944.466955 12 5211.659819 4931.729775 " J 13 5063. 463140 4908.540459 14 5069.530408 4869.765E328 ;? # # O/L� ti B 15 4946,033149 485o.441569 16 5057.488563 4793.849249` 17 503b. b3 y940 4752.771340 18 490'2. 86445.3 4820. 68214� q 19 5002.415556 4708.461115 20 4956.226949 4667.495242 21 5o88 915562 4517. 8676'.24 22 4908. 197719 4603. 5o5420 23 4851.089955 4482.980484 24 5122.1965(Q 4354.523342 25 4830.666446 4283.740410 26 4;,,�8£36 846 353 CEq 4219.1L9�S11 27 5016. 41 ='•V88 4260.419394 28 4947 658896 4099.49127c) :" aus: co.ss Ac. 29 4852..348}Y63, 4217.532987 30 4867.039018 4133.9_:4549' ..c...� - A • 349 11' RIM (U,S. No. CURVE #1 CURVE Ito A 130-45'-52'f "' A = 23-04- R = 150.00' R = 200.00'° T = 18.11' T = 40.83 L = 36.04' L = 80.55 CURVE It2 CURVE A = 350-48'-46" A = 390-00-00 R = 125.00' R = 300.00' T = 40.39' T = 106.24 L = 78.13' L = 204.20 CURVE #3 CURVE 00 ° Nk A = 21°-30'36",' :-A = 530-13-08 Rill; 150.00 R = 175 T = 28.49' T 87.67 L =:56a31 . L =,162.55 W. R.O.W. OLD DIXIE H\V`(. x:- g' ` M F3EGIN CON5T. PHASE -1 5TA. 0+00 t � - GTA C)+/YCA A, Wr UaW=,ef4'4' UTIL IT`l .T.S. s ar SF-cr/oAl A- A, -ry TrRAA)SrTroAJ 7-0 AJA.rU2A.t_ <sCoU.VD. r CTyPlCr4L� I R CARr6-R AS 0 C 7- CONSULTING ENGINEEHS,t,A'ib SUHVdt-?. ANUERS 1708 21 ST. STREET, VERO HAF . 5RANCH FOUNDATION PHASE 7. ROADWAY PLAN ,•t OWG.BYY 8YY 3CALE, PRO.l.NQ �m 2=65 B.R. i"=5O E 3Cn3 EIr _ + 10 r } PHASE I CONSTRUCTION: corvsTczuc r 8$2M w/Z : SIOE sLOPE9. ONLY ROAD SURFACE IS TO RECEIVE BITUMINOUS HE,GHT Ov gERM 70 [3E oETECZM�NED BY SURFACE TREATMENT. PARKING LOTS TO BE Q/cL GtAGGAcs 4/EE of HARgpt✓` 8(tCly�ly SANDED & SEALED ONLY UNTIL BUILDINGS ARE A;=outvoaTtorv. (-rVP) OOR7H COMPLETE, AT WHICH TIME CONTRACTOR WILL I" = 50, RETURN AND PLACE BITUMINOUS SURFACE TREATMENT. 7=7 i-�. \ r _ CYYPtGdC. ALL H12KtAUv / _ i - G2 "-�i+•_ • vzors J '��1-�4w�1�1�1� __ -� m 1�1�1�111�s 1 x�;Ir1 i�1�1�1�1�.�1�.�.�.�.�,� �I� �1�1�1 W .�.�.�1�, :..r 0 / UI s lP to C 30 w 1 o r z9 1 6 , Se 40.58 6/� 2� u < moo 1 OD „T >s Say pQ 3Z� 1 � .�d0 •oo {� �\ • o' wets 11101110111111111 - ' , 1 ti... PFI.45E I CoN57T G fOI/- L/M ITS • "N v ;nj¢ % p 33 !� ����_. _� ---------------- T a: x � K � 7 t/I z =-, . v, �� •acc2 s}i",`�' :rx k' .� A � s � �K2ELJ T/O.t/ i � 2� _ ♦ a �� ¥h :w � M Q f'A .� „ '""``bn a S ,.� `°'� �'� .S -. »per � � s F3:'ryxk. 2 t1.2Elf \!O UO � /7.35 A, .I 1735 , I(A ( p x, �— �� --= o ,,�♦� Ito •,��.' .. � V , ..: � r r max,;, , I, B .� ��ll...�, ,♦ IL x / - �� NOTES S • 19 1. THE BITUMINOUS DOUBLE RFACE TREATMENT HALL BE /1 r f •�r CONSTRUCTED ON THE, /� TYPES-1 ASPHALTIC ONCRETE SURFACE. THE SURFAC TREATMENT SHALL BE CO TRUCTED x J IN ACCORDANCE WITH ECTION 310 OF THE FLORIDA / - g • 16 DEPARTMENT OF TRANS RTATION'S "STANDARD SPECIFIC ONS WATEQ SuRFA(X FOR ROAD AND BRIDGE ONSTRUCTION", 1982 EDITION. z. I �v. 2. THE STONE SURFACE MAT RIAL SHALL BE VARIED AS NOTED ON PLAN SHEET 9 AND DIRECTED BY RICK GALLAGHER OF HARBOR BRANCH FOU ATION FOR AESTHETIC REASONS. .0 �9 V THE STONE SHALL BEG DED AND WASHED WHITE LIMEROCK AND GRADED, BROWN, RIVER ROCK. SAMPLES y #- OF THE STONE SHALL E SUBMITTED TO THE OWNER AND 6 ; "F' • �' ; ENGINEER FOR APP AL PRIOR TO USE. • 3. NO TREES, SHR S OR VEGETATION OF ANY KIND IS TO ''. BE REMOVED OR ESTROYED WITHOUT THE PRIOR APPROVAL OF RICK GALLAG ER OF HARBOR BRANCH FOUNDATION. . 5 • 4. EXCAVATED ERIAL FROM THE LAKE SHALL BE USED '1K TO CONSTRU BERMS AND TO RAISE THE SITE OF :HE/ xr. ,.� p ` UTILITY (SEE SHEET 2) z ' SP6£C7 LIitIT OF 20 /tipy,{. (AApX.) SH�L.L SE \ ? by Ql 10 Po STEP FOR oGEAI..t S'ru L71ES >O IvE laUzi r O Q�c2EdT10N .dStca dcCESS TZOn77.' o o I LIAR IT'S OF PHA:S� I CoIJS r UC r10ni 4.2 / PHA5E I CVNs-rRucvoA/ w � Zo 7 • - �' , s �. EX/ 5T. Z4,A C.M.P. ■ r �1II�J 11�1 �1�1�1�1�1 !•1�1�.�1 11�1� - _ I� y17/y ©,AooE,o N T� �S .�u/o crc. 3 _--a- — - 11111211111 r�'r-err -1 off, law rin r�71� ,,_ .. ,, i"T`C'Q � C�, r}f - -- _ _.._ J 1. I'1� �I'• \ - - _. _ '4 [ Buii=1E� �OUTi--1ELZN BE.L_.L ' mow Q h 42 -i-ELHP11oN� GAbL1✓ �• Cr- ;r , Ile H.B.F. B. LINK Po2T S I QAV i Nf� � U;��irV PGE 'P�A.tJ 2-85 WrAk WKNL „='SO E 3G3 84 -a> of 10 IJO'T ES : I• ALL GOLLSTRUCTION \VI'TI1jo OLC lO1XlE 14IGH\VpY TO b6 TO OF `1.2d►.1SPOTZTdT1pL1 (b.0•T.) 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T .. ..,u ,::;. , _,.:. .. ].r. .r ... ....__.>a, .. a..-. ... __. -- _... .,. s sa.W .._ < ,yn„' .•>rv. r .,x x ._.. .._. �n _ . ... _v- ,_ ....... d-� ».. +.. _ r.,S n«e:. i a: ..:':. . ., �:. ..,g, .. k. e ._c ;R•.s ,. a:.-_.:,.. x ,. >r ... ... ,. .N. -., 'a- n � 2•��:,. - a' � �» z, ::X,,. .. r" s ,. :. f-. .; , s - �• 1 s . ,. �... r q� r:x. ;�. t x r:y^.�. -,.mod• .s _.: ,. •. } �eeeiieeNeiee eeNeieiie ilieeiNNNp ueeeieieei=eiiisiNleeiieiioeiee niie!leeee eeiiliiiileeaeiieeeeee . �e!!lieieieeeie!!!i!leieeeNeefii! •.. _- �ieeiieeNieeeeieiiiNieleleeeieN �eleiieeiieieiieeeeieiieNieleeeN �!!e ileiNei�i iiileeliie ieieeeiile ieieeee�e=�l�eiN�����e�=��ef6y C'Pr)l INrl PI Fm%1AT$0M CONCRETE ENCASEMENT OF FORCE JLOF S MAIN OR GRAVITY SEWER WHEN 18- k FORCE MAIN OR LESS BETWEEN WATER AND OR GRAVITY MIN SEWER LINE. SEWER. (TYP) SECTION SECTION B-8 FORCE MAIN OR SEWER N.T. S. NOTES: 1. ALL CONCRETE SHALL BE 2500 PSI MINIMUM.,1. 111-111 2. AS AN ALTERNATE TO CONCRETE ENCASEMENT, A SLEEVE MAY BE USED TO CASE THE SEWER AS APPROVED BY THE ENGINEER PRIOR TO CON- STRUCTION. SEWER LINE CASING SHALL BE CARRIED TO NO LESS THAN 10 FEET ON BOTH SIDES OF THE WATER MAIN, MEASURED PERPENDICULAR TO THE WATER MAIN. THE COST OF CONCRETE ENCASEMENT SHALL BE INCLUDED IN THE COST ,,OF THE WATER/SEWER LINE BEING LAID._ MAN SLOPE SIDES AS REQ'D TO PREVENT CAVING. SUBDITCH TRENCH iir WIDTH DO, -F 2 0" M AX. BACKFILL & COMPACT AS SPECIFIED OR SHOWNtr ELSEWHERE, , L I HAND PLACED AND COMPACTED LIACKFILL. SPRINGLINE OF PIPE UNDISTURBED EARTH PLACE BACKFILL IN 41'LAYERS MAX. TO SPRINGUNE OF PIPE, I 20D__�,-SHAPED BOTTOM�l � TRENCH BOTTOM SHAL L BE FROM SMOOTH AND FREE FROM I �_JSEE NOTE NO. 4 LARGE STONES OR'DiRT CLODS TYPICAL TRENCH DETAIL N. T, S. NOTES 1. BOTTOM OF TRENCH SHALL BE TRUE TO LINE AND GRADE. NO BRIDGING OF PIPE OVER LOW AREAS SHALL BE PERMITTED. HOLES FOR BELLS AND FITTINGS SHALL BE DUG SO THAT BOTTOM QUADRANT OF PIPE RESTS UNIFORMLY ON UNDISTURBED SOIL. WiCKFILL SHALL BE PLACED AND COMPACTED PER SPECIFICATIONS. 2. PIPE SHALL BE LAID IN DRY TRENCH. GROUNDWATER LEVEL SHALL BE KEPT A MINIMUM OF 12" BELOW TRENCH BOTTOM. IF GROUNDWATER IS ENCOUNTERED, THE TRENCH SHALL BE DEWATERED AS PER SPECIFICA- TIONS. UNDER NO CIRCUMSTANCES SHALL PIPE BE LAID IN A WET RY TRENCH. 3. TRENCHING OPERATIONS SHALL COMPLY WITH ALL APPLICABLE OSHA SAFETY STANDARDS, INCLUDING SHEETING WHERE REQUIRED. 4. ROCK OR OTHER LUMPY OR UNYIELDING MATERIALS IN THE TREN SHALL BE REMOVED TO A DEPTH OF AT LEAST 12" BELOW THE BOTTOM OF THE PIPE. MUCK OR OTHER MATERIAL CONSIDERED BY THE EN_ GINEER TO BE UNSUITABLE SHALL BE REMOVED AS DIRECTED BY TH ENGINEER. FOUNDATION AND BEDDING ACCEPTABLE TO THE ENGINEER! SHALL BE PLACED AND COMPACTED PER SPECIFICATIONS. q: >. `AJ =w BACKFILL ID 21 ox uj 00, PROPOSED P.N.C. PIPE Im 8 TYPE, TO OPEN LEFT, WITH 5 1/2" VALVE OPENING WITH ONE 4 1/2- PUMPER NOZZLE AND TWO 2 1/2" HOSE NOZZLES, ALL NATIONAL STANDARD THREADS. HYDRANTS SHALL HAVE MECHANICAL JOINT 6" INLET CONNECTION AND NATIONAL STANDARD PENTAGON OPERATING NUT. COLOR MUST BE FEDERAL SAFETY YELLOW. HYDRANTS SHALL BE DRESSER "500" TRAFFIC MODEL MANUFACTURED BY M & H VALVE & FITTING COMPANY OR CENTURION A423 MANUFACTURED BY MUELLER COMPANY. HYDRANTS SHALL MEET OR EXCEED THE REQUIREMENTS OF THE LATEST AWWA STANDARD C502. 2. PLACE CLOTH LINER AROUND ALL FITTINGS PRIOR TO POURING CON- CRETE. THOROUGHLY CLEAN ALL CONCRETE FROM ALL BOLTS, NUTS, ETC. BEFORE BACKPILLING. 3. UNLESS OTHERWISE NOTED, 6" GATE VALVE SHALL BE LOCATED @ TEE. 4. PLACE HYDRANT WITH PUMPER NOZZLE FACING STREET UNLESS OTHER WISE NOTED 4-M 16" 1Z.2ec 4 i _14 w Z' Rj,.,C. 101�cle 2" BRASS NIPPLE (FPT) ( 3" LONG TYPE) L2" MUELLER A- 2380 - 8 — GATE VALVE W/THREADED ENDS. BRICK AS REO'D. 2 COURSES MIN. LONG RADIUS ELBOW(SOLV. 2" SCHEDULE 80 P.V.C. PIPE, WATER MAIN, M.J. MECHANICAL JOINT TAPPED CAP NOTE: IN AREAS CLI OSE TRAFFIC, DAVIS METER SUPPLY MODEL NO. D-112 TRAFFIC TYPE METER BOX a COVER- OR APPROVED EQUAL SMALL BE USED. LID ................ THREADED BRASS PIPE CAP CONC. OR C.I. METER BOX 3 WITH COVER. CRUSHED ROCK OR GRAVEL. 4" THICK. SCHEDULE 80 P.V.C. PIPE BLOW 0' N, 2" MPT X S ADAPTER PVC, SCHEDULE 80. 1. THE FOLLOWING METHODS OF RESTRAINT SHALL BE USED: a) P.V.C. WATER MAIN - CAST IRON MECHANICAL JOINT FITTINGS USED WITH PVC PIPE SHALL BE RESTRAINED WITH UNI-FLANGE SERIES 1300 RESTRAINER; OR APPROVED EQUAL. BELL JOINT PVC PIPE SHALL BE RESTRAINAED WITH UNI-FLANGE SERIES 1350 RESTRAINER; OR APPROVED EQUAL. b) D.I.P. WATER MAIN - MECHANICAL JOINT D.I.P. SHALL BE RESTRAINED WITH CLOW F-1058 D.I. RETAINER GLAND; OR APPROVED EQUAL. NOTE: PIECES OV F OR C.I. PIPE COVER TO BE FAINTED BLUE. WILL NOT BE PERMPIT�LD ENTIRE "WATER" ON COVER VALVE BOX IS TO BE FACTORY MANUFACTURED. — TOP OF FAVEMENT WHEN LOCATED IN PAVED AREA. 24" X 24" CONCRETE PAD 6" THICK gZ NOTE CONCRETE PA�l TOB;E SET FLUSH WITH BASE' �URSi N Pt�Eh*_`NT SECTION. > TOP OFVALVE BOX'Q'FVT_L WITH PAVEMENT. NT 0 ADJUSTABLE 5,/4 C-L TWC rl k(:F, JAILVE OVA mAur 0 1 r CR rl. Wk, E LLER M ORAPPROVED EQUAL. z SOT TOM OP VAL`4E B0 X TO 13 m COMPACTED BA,�KPILL. NOI 0-- VALVE FLANGE OR PIPE* WATER MAIN _7 41 GATE VALVE 12" X 12" (MIN.) X 4" PREFAB. CONC. PAD 2500 P.S.I. CONC. 41IAL GATE VALE_. N. T. S. NOTES: 1. GATE VALVE TO BE "RESILENT SEAT" MANUFACTURED BY CLOW, MULLER, OR APPROVED EQUAL. VALVE TO BE MECHANICAL JOINT UNLESS OTHERWISE NOTED. , J* � A. CARTER 415'50,��i A N E R S IL "cl DAT%,� DWG _11Y, � 1 ISCALt, PROJ. NO I od W � x^ r i, Ytt 1t� i s a. +r r i� i. fir. x 4 � SEE NOTE 2 MANHOLE TO HAVE 24' Q_EAP OPENING ASPHALT PAVEMENT-_.�. BASE 1/2" EXPANSION JOINT- ?W/JOINT FILLER " "Oif \ADJUST TO GRADE AS REQ D IN ,. MIN. MASONRY BRICK (FULL MORTAR ANCHOR FRAME TO M.H W/ \ JOINTS), MOf TAR CAP Off( c3EN7 RODS - . , SET IN MORTAR. �• �� ,. .; ° �,; -CEMENT' MORTAR INSIDE R OUT PRECAST OON�r, � r � yt ,. { MANHOLE SEE JOINT DETAIL ` I COAT INTERIORS EXTERIOR " t ` WO i9 AolHC E Ae, r2 EC'I Zeo_R �`..__ E V 1Ni51iilV LM ii+i Ji-Fslf3"♦b!w `4 '• V UV.^. V i.P\Y4 • 1 SLOPE ` / r T " "- ? - GROUT & SLOPE TO SPRINGLINE MANHOLE FORM iANNEL'TOI'F OF OUTLET PIPE COUPLING OUTLE? INV. I a Asti A i. ) IF MORE THAN 2` USE DROP INLET•' 3"CLR: :: •, •:, MIN Y . t. •i k3i CLR. At 12` O.C, EACH WAY I" MIN GROUT TO FLOW LINE TYPICAL SANITARY MANHOLE MANHOLE TO BE CONSTRUCTED IN ACCORDANCE WITH ST LUci'!5' F�- coti[/TJ� SPECIFICATIONS. P 2. FOR CONCRETE PAVEMENT: POUR 5' X 5' CONCRETE COLLAR (MINIMUM) t AROUND FRAME FLUSH WITH PAVEMENT. 3500 P.S.I.CONCRETE @ 28 DAYS 3. CAST IRON FRAME AND COVER FOR CONCRETE PAVEMENT U.S. FOUND-'' ARY #195 WITH TYPE "C" COVER. CAST IRON FRAME FOR ASPHALT' PAVEMENT - U.S. FOUNDARY #410 WITH TYPE "A" COVER. ALL FRAMES AND COVERS SHALL BE TRAFFIC BEARING (H-20 LOAD). LIDS SHALL BE STAMPED "SANITARY SEWER". '^ 4. FOR INVERT DEPTH LESS THAN 4.5' FROM FINISH GRADE USE SHALLOG) MANHOLE. SEE "TYPICAL SHALLOW MANHOLE" DETAIL.s j.?" :➢� _ r �fF.n:.�"� kaTi S�. ..n h Y....-.-lit yk� yY �i��°.,ti.1�i�}4'•e )kcy: VFLOW 4 �iiV jfj 4 '•"s�'�. 7"¢.T ,tYyn Ar, r ,�� n !i �d*i?� � f�� %!.k il' r,R,^u .M `j,x ry , ) � d( YtAn4 ,: 1 ,; [<iY., >^'A t �.r'�. s"h .{M'p� � .."ni Y T ''v t,^xyy '_ _F. l {r ✓�iv it > t� • • • • •• •• • • •• • 'yy N � •$'AO C¢. v1 �`° X y N Fl2 •. YFifif � �`f'ti3 M� �. r .i,^Yl{ �± d f��},•r'ar ?}� \M t•' �' t�-}f: Tr � '. 4,4 N 1 tT't +�i. }Y <,�, +�n.Y����d{ HI �y 3 x �"¢ d ;a *� 1 ! k s y �• -• .+W'� n•.n _a ::• ;;`._� M•' , ,.<.., i>.,_ " ..^°�'#.*�x., ,.. YI ^✓,. 6i fn;' •f'A"v' i ,�j,.: , vyye"sx,riw`dF .."i`'a"�'•'t„'g"'�L � .1Tx _ MANHOLE COUPLING GROUTEt1 IN WALL FOR PVC. OR VCP `° • "'{ MANHOLE TO HAVE 24" CLEAR OPENING PIPE (TYP.) ? Y ifdlGK AS REG D MIN. CEMENT MORTAR INSIDE ANDS"``;, �., �,� > ,,.: . • ix i2 MAX COURSE MIN. 0x: att, . • "�' BRICK R FORM • °. _ SEE JOINT DETAIL iTYP.) `*� `.� . • 4 Q% Y as ��' `x. � i'. "°� x`Y.` �. i�i a � ". 3< T" 3 . {."A��C. CONCENTRIC CONIC SECTION' v. 8♦i { 41 _ 01i 9" 1 } 2' 6" COAT INTERIOR 8EXTERIOR DIA. MIN. AS SPECIFIED._, RAW0" LONG MAX. P.V.C. t STUk} OUT EXCEP"IWHERE - PLAN PROVIDE MASONARY DAM IN LOSER' i, ? i.P IS INSTALLED. /2 OF PIPE, BENC!iWAI_L S TO BE COATED WITH.., SLOPE it BRICK OR FORM SIDES �' COAL TAR EPDXY OR APPROVED �r EQUIVALENT AFTER COMPLETION. .fPW Av - ° FORM CHANNEL TO OUTLETgo g INV. 3"CL-R w O.C. EACHWAY _f.2_— ^, .: «->,,, r>. :o:.. '. . ,', ,! s.,...... ... .: .. Ya�Yr;. 'Srs . rvro'y t fa " '::-_. '.... ,.. r. {�> S ,k,< ,*�, •°. , ,,_o- .4 z...,.>. ,.I• , r d :. Gs. .ro t ]yy n, y,eg' s�*+ > r. .a .. .• .A..r. 3 Lk ; .. xVY Y+aVtr,..'✓FY£`. c rl s..:. 4 .„F'„ ...,i-: �- ,+ F� a , ., k.. r. x• :.. ,, �� M:. ,.r .. s, � > ... �_.— ^ '"CAL _SANITARYDROP QP MANHOLE N.T.S. i " n NOTES: A..Attk s '^zstzkc „ ":ANI1OLE TO BE CONSTRUCTED IN ACCORDANCE WITH SIT GC/C/.; *�x. *' > 4, 5 cOUVTl� SPECIFICATIONS. ' a m 2. SEE "TYPICAL SANITARY MANHOLE" DETAIL FOR OTHER PERTINENT NOTES AND `•ti-1 •'x` t„ h''i`5''a%, SM Ys1 L' A � , Yf}' YK" Y'"�rE , r_�3 &A .. ,' � .� r DETAILS. %... 4�^.. y"•4 r .. a w d' y 'Y jy T` ! +x� ;I S '4 i Y ux < i 5 S•+ S3yr; xYA h � ........>x +. 9 4 x: 1 i� a ram* j IN. 110IIIIIIII 15 'e4 �'�, `.q.vT• mr�� <..� iFy' �`��H�,i, w_, . ' FLAT TOP FOR SHALLOW MANHOL> . TYPICA-LS HALLOW MAN LYS Z. SHALLOWUSE MANHOLE DEPTH FROM FINISHED GRADE TO INVERT LESS THAN 4.5 FEET. M.wm MANHOLEIS • BE CONSTRUCTED IN ACCORDANCE SPECIFICATIONS. "TYPICALSEE ♦ • FOR OTHER • • m 4"CLEANOUT ADAPTER (SOLV. WELD) WITH THREADED PLUG (TYP) FINISHED GRADE OR ROAD ELEVATION.(TYR) I" RECESS (TYP.) Iltcnt_tu.=at— •.. �: !u=(G Nf=I(1= 'T" c COLLAR (TYP.) iK 4" P.V.C.(TYP.1 = f m 4" 450 BD. N (TYP.) -WYE ( SANITARY TEE) 2%MIN. SLOPE-4" PIPE P) I%u MIN.SLOPE— B"PIPE `— I PLUG FOR FUTURE CONNECTION (TYB):, P.V.C. LATERAL(TYP.) WYE/ (TYP.) SHALLOW LATERAL 4' TO eutLolnc` 2%MIN. SLOPE-4"PIPE _. - noa _ e'PIPE '33 CARTER ASSOte. •'ES, /NC. CONSULTING ENGINEERS, LAND SURt " ORS AND PLANNERS 1708 21 ST. STREET, VERO vEACN, FL-. Ham 80Sz° 13xz uc t cJE"y r �ET4 . s r DWG.6Ye BY, NEED of