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HomeMy WebLinkAbout1385 Silverlake Dr No permit# Plumbing-3 t. MOW tf 0 c ALL 5,C)PPtP FC)r- frznl`_ IVN�Ir__ OF r�O if_. r - �= F. ALr_jU4/TIk-IFH, L I 1 0 Ft-)F-' Ar-,(, ve- �, v r 1 r-4v A�14 I !I ;EVISION NO, DATE COMMENT PL_['�4 y -2 a 6 I t 1 300 ± _, ( h.PPiZOXLOC/�T ION TIE TO EXIST W/�TE2 MAIN t CoNP-O/,. oR SHALL VERIFY (/�,pPRox- LOC/d"TIOK) L -TION OF CX15TWG0VV41-TE2 r- MAIN P210R P-/W LINE-� � EXIST III a to Vv�TE2 ML>vI N I PROPO SEC) it P VC Wn.T-ER (BY r)EVELOPek W VV w i In FM MELLONVILLE ROAD FM -00 --- E.X15TINCn Co F02CE. MAIN EXIST. P,/','/ -_ 3007 + �APF F.0 ti. 0C/-T10N SBA_ - vr­ i­-1FY -^ CA.T'C'N '%F EX15TtIa ptiz102 TC C-tA Iz i CT IC N DIMENSIONS a QUANTITIES Rise R Span S x A B C E F G hA N CONCRETE ( Cu. Y&A SODDING I Sq Yds.) Single Pipe Double Pipe_ Triple Pipe Quod. Pipe Single Pipe Double P1pa Triple P1p4 Pipe Quod.r114F. Doubt Pipe Triple Pipe Quod Pips 2:I Slope 11 11' 19 34 %?' -� -4.@ 3! yB` fir.. 3U� 1 mod` __N4 7=11 U.�7� .Ul -11 2.4J �¢2 .99 92 4.79� 372' �9 4. .O! 7Ij 8.15 -_ .7 , 56 4�4� 3.2!" �*_ �,- 7 9'- 1 Q- I,iQr 2J7 Syr 3IQ S... 4 92 ¢ ¢4 6.79 7. ii� .7f 11.79 7J.4 IO S8 .�, 4 Qj 16.79 9.3�' 11Z .�, �, 1?I 79 `iZ 2925 7 .JI 4 0.4J .40Q.5.9 0.71 ij90 45 0.7 l.00 .T 7_ D.93 I 8 L3 SI.II 11.OB 35_O6 36_93 38 91 21,e2 25-#4 2T.96 3101 403 5722 �9.8/ .4296 4607 48.Y8 1 51.87 ZV-2f, 9.Q4 ,12 4l_ J6.60 4062 '/_5.00 48.51 ---- �2.90 5Z 10 EA_6 1 6484 2¢ lZ 22 . 42r 4190 32?7 ��22 6281_ 68.12 72 48 8. 5 5 8.92 �67 1042 f T f B' ts2s` 16.75 1.58 2D.JS` 21. 1'3 Zg.25 24.58 L50' 3023 1 g_ I Q ,2.0� 60`_-!O' 68_ 7¢� 3 8-II ll 2y2� �3° 71 2.80 6.46 7.J9' 33 9.26 898 To-.01 11.04 1 Sft9` 6_ 7,,56� 839 9r 10 III J.93 4.8 4_39 1 7T 32.4�' 3642` 40. �7` SOB` _ 4 .70 I L29 .7 I�B-7_ �„Zfl_ 66 24b -`1� ¢�_ 49 4 Qj_ 4. 77B _ 91' If -B 2.90 10.19 - 1l:69 _ 923' 1 5.01 ll. BJ 2i 33O 46.83 f. 1,17 $IODa 19'1- 29 yt' �9 j���¢¢� 4¢ A S3' 7 ' _r4 44 §�Q 8.09 11.3� IS_ TIM, 1�T 1 16'0 �7Q y,36 8J0 1036 I1.70' 0.,t6' . MTO•_ IB 36 6 r.5�r� 190 Z 538 T7 871 f 04 42, fy38 L i4 4__4' �¢ 7� 09'1 1.3b 12§ 2.g Z. 39 q-1- _4.99 2? 6.88 805 24.07 ?6-9? 2964 D2 BS. 4576 N-- 4I 15 344Q 4693 4986 2771' 3 36 39141 33494:1 4J54 4c �_ SLOS 5iJ4 5878 6 BS 3147 35. 81 4597 51.32 3362_ 6096 t2_ �64 75. 35.16 4025 52.55 5910 64 7087 -� 1 7 8 13r IS� r7 �.2,- _i8 22 2�7 },(Q` !-T7 43� 428' _3..34` y7Y-JI_08" 50f` Kb4. 7 823 8 ? 9.67` -1042 Il. BJ'25.50' 10.04 11.73` 13� 1523' Ib:11'� 1858 21.75� 14.04` `}67Q 1911 22.25 2Q. 58� 2T.50 3023 .42" 35.171 0.01 I.39',,i0 g515 222y 3242` 3692' 3Q 17, 4l.Q8 46.83 1 7 1_ _Q 79_ I, G¢-_ 1 }J_ - �.60 -M _ :i-0978,79- -? 11` 71: 7- -�1 2 03- 322 339 _ 47 890` IQ62' 119$ 3.T1` _�_92 44§' 1 1¢ I4 j_SQ �. (, L�8 1.80 ?�B 9 .50 3. 19._ <.. 519. 605 Se 9f�11-8 .91' 4.08 17i15' I887 106- 22.95 1.6J 2.04 4.04 .T sod I-T'� 6e7eled a Round Carers n -�- ----- ------------------_--- =w--- I --- IO r I I I� 1r -- ---- --- t-- ,< - Cone7ete Slub,3' Th,Ca, Remt ilced- - With WWF6X6-Wt4XW14 r,{ Sod TOP VIEW -SINGLE PIPE od I �L.011clefe Pipe Connecia-� ij i 4 5aame-% ,I i F Ditch Gr�o�de- - ,0 l° i INal Less Thon R -4 Bar-- � '1�L No Pipe Joint Pe-41ad 6 1 __ 5• sod____ I Pu,d Fur As unlass Approved B/ Tne En�ieer I-- 51 up e -- -- --- �- Gross Uruin P,V, Cuherf ---,------- - - --1 F (P�e-To Ae aruud d U udr U-u1 P. [e Fur tAiieratl End 5dC1101i •7 11irr' - - -- - - -- -- - - - - io Mui✓ ass FO; Piprs 24 •� 3B - And L I Fw P,ues 29', 4:,`Ar,d Lora,;, SECTION 2 1 AL lcr io t.lr `o: 41 1, Fo- v.pes 29". 45"4nd �,nollc • �4'. �, 1"4 nJ t m.,c, MITERED END wc5T I'L ) so 3 -o11 F 18ISi 4i1 21. SECTION SILVER LA_K E DRIVE PROPOSED log PVC Waal=2 Plug r W v w PRo PoSEP g i' PYG WdTEt2 1 7 I• A p 1 q3/M ETErL By Fes( / EXtSTIN Cz P/�VEM ENT �yt9 ^�lo-^1) DEVELo PER / ISTINt� SaV/ CUT/� TIE k to T O E X 15y. Pa.V "MT ► ,� FM o CONST. (y, XCo FLV5H co4c FM _ HEAD c.Q CLLiZ IN C' R t` - ! f i I r - •� `� EXIST. R/W (TYF✓• EA. SIDE-80TH +p I y TIE TO EXISTING CohIST2vCT Co rD S. F02CE MAiW F02CE M,41N (By DE\/ELOPER) x x - i1 x .-_ sns1,� P20POSE� 2 W t_1NE PRO CONST•41 / _ 'In PVC BENCHMARK. `Z y`"11r.lg< CONCRETE FLUME DETAIA OFF -SITE WATER & SANITARY 6- 20 2C ZO 20 20 EXPnNS101—i JOINT SPACING.) IC 10 Io I0 10 IC 10 IC 10 10 (5�W CUT 5P/�,CING\) f 12 .�R. is `m nQ nA., n •t. G• e' .y 6On A.P'. ;N as PAVEMENT CD X W12E MESH (2 10 X 10 GAGE, S Tt-licit. CONC2ETE 2 COMP/�,.CTED 5UBG Res, ID �" `, �" -75 P. S. 1. ( 98 ix o OE.N S 1-17 (CURB- 1_0OKIN Ca NORT H� CONCRETE PAV'MTo SECTION 11�2 Pavement ' (Type S - I ) Existing NOTE } IZ Pavement E4 XACT Ex P. JT. 5LiW CUT 5P/AC INC-, SHALL BE PROVIDE 1 >3Y CoNT�2,�G-1-02 ON /�, LAYOUT PLAN. C0NC2ETE I� P.�VEMEI-�T JOINTS OOWct_ Br 2S SHt-Lt_ SE .�5 PER FOOT 30S. 811 Limerock Base 411xj11 Treated Wood Post -12" Compacted Subbase To Skimmer -;:1- 43.00 1 1/2' AL. Grating 2 > ' 4 x Treated Wood Post p to Top at Berm 12" AL Skimmer Piste slope •' �I To Structure-EIev.42.50 �+ r�'� °� �+ �°a /� 12 x18 x6 DOTapprRip- RaDBags �� COUNTY R�W PAV'M 1 .SECTION / 6" PVC Underdraln I/4 AL. Skimmer Plate _Modified 11 I I/2 I AL Grating Type 0 ` Inlet I. I Weir-Elev 40.50 / 12i1x 18 RCPA / Bottom Skimmer -Elev. 40.00 A -- A / _ J O n 12 x 1811 RCPA o V 6 PVC Underdrain j J i C / Bottom Structure - Invert Pi e J i of Elev. 39.80 -1 Bottom Pond-Elev. 39.80 I I / Bottom Sump-Elev. 39.30 ( \ 12"x 18 I x 6i1 DOT Appr. Rip -Rap Bags 12"x12" Conc. Footing PLAN SECTION A -A SECTION A A (Looking North ) I-102Z. I" = 40' SC&I-E: VE.2T. 1 = S NT OLSTRUCTURE_ MODIFIED TYPE I'D" INLET 45 TYPAR ' - PIPE a D.Q.T. t# 1 OR CRL RIVER I s/aTE2 61i P V. 40 UNDER[ PI PE T SEE CONG PAVMT. T415 SREET) 35 I N PIPE UNDERDRA_ BEDDING DETAILS C (USE TRAFFIC BEARING GRATES) INLET TYPE DIMENSIONS A B C D C 3'- 4 11 1-Oil ?,-Oil 41- 511 31-111 D 51_511 41- 111 41-511 31- 111 11 a Qt1 $ v O (Typ. Long Side Only) 4 Bars - 1211 0. C. (Each Way) SECTION TYPE "C" INLET 1. . -- -Ll a'" P C?,q f STD. �r N EMT` P-4,-t,: `E.. au 5 w 2S 5 -T B/, Scale: I11 = 40' z 0 Z Porkin 'O $t II I 8' �;41 t tY, • 45° t 2-# 3 Bars, 51-6" Long ' • j-L N A -*J 1 M, V--'"4 2 Holes for 4 Ban 12" from each and Bars, 12" Long (2) TYe; N. C- Embedded in Pavement PLAN SECTION A -A TYPICAL CONC. WHEEL STOP �4 ZOr (P/�,RKINC K-1NG.� 12, 12' E�l21VE I 12„ CT'rP> 12'• SLOP VE ARIE5 %4u� t, %qi/f't, SLOPE VP21E5 Ty P) I /�,,5PH/-LT CONC. 5UP-FACE \ Co" SO11 CEMENT IZ" COMPAC.TV-CD SLlBC-P- f,EDE [DENSITY ASPHALT PAV' MT SECTION OFF -SITE UTILITIES _a STANDARD DETAILS (-/D,cofZiu'onait" Eng1nF-F-,cbig ifonsuftant-,� - .qnc. ENGINEERS • PLANNERS i SURVEYORS Suite 1430 a Hartford Building 9 200 East Robinson Street 0 Orlando;\Florida 32801 0 3051422-6062 I L. I I JOB NO. mo-18 1 SCALE: /.a5 SHOWN I SHEET 3 OF 5 PRECUT (SAWED) V.C- I A lif s s ito 'J 0 V V.C.'T" BRANCH MANHOLE WALL INFLUENT I/2 PIPE Dia. -- --- SEWER ---- BRICK AND MASS CONC. TO BE POURED MORTAR DAM '' i AFTER PIPING IS IN PLACE 1 I. BELL -END PIECE I I . 6' Min. ALL SIDES ELEVATION TO MATCH I 1 1 .. TOP 8 BOTTOM CROWN OF EFFLUENT SEWER BENCHING AS - REQUIRED = 90" V.0 CUT ELBOW -, r EXTEND MH BASE OUT UNDER DROP CONNECTION (INTEGRAL POUR) STANDARD DROP CONNECTION HAND PLACED 12 BC 12" SELECTED 1I BACKFILL E N BEDDING AND BACKFILL � PLACED IN LIFTS NOT 0 EXCEEDING SIX INCHES L' \ IN THICKNESS. f ` NORMAL TRENCH BOTTOM BEDDING AND BACKFILL COMPACTION DENSITY TO 95% MODIFIED PROCTOR A.A.S.RO. T-180 (A.S.T.M. D 1557) STANDARD BEDDING DETAIL MANHOLE WALL COUPLING ADAPTER WITH RUBBER GASKET FOR MANHOLE CONNECTION B. 7. 2.3. 5. MANHOLE INVERT • P.V.C. PIPE • r CONCRETE BASE P. V. C. PIPE CONNECTION MANHOLE WALL (INSIDE) MANHOLE WALL (OUTSIDE) PRE - PRIMED HALF -PIPE CHANNEL BELL - END FOR FLOW THROUGH PIPE PIECES MANHOLE MAY BE USED (TYPICAL) END OF CHANNEL FOR TERMINAL MANHOLE TROWEL - FINISH CONCRETE BENCHING 11 If I I 11 I � STUB -OUT I 1 V C. STOPPER I I I 1 . CONCRETE 1 BASE j (TYP.) I II I I I ' I BRICK OR PRECAST MANHOLE PLAN ( BRICK a PRECAST) MANHOLE FRAME AND COVER TWO COURSES OF BRICK (Min.) - 2 SET COVER FLUSH IN PAVED AREAS AND AT ELEVAI IUNS SHOWN IN UNPAVED AREAS t FRAMES BEDDED JOINT SURFACES FOUR COURSES OF BRICK (Max) IN MORTAR PRE -PRIMED I'-6"(Min.)' JOINT SURFACE PRE -MOLDED PLASTIC 3'-0" (Max) JOINT SEALER WITH 811 2r -0 8" a PROTECTIVE WRAPPED � w_ ' (REMOVE WRAPPER) (MIr1) (MIN) �• - COMPLETED JOINT BITUMASTIC COATINGS WITH SQUEEZE- PER SPECIFICATIONS SQUEEZE -OUT o OUT ( INSIDE a OUTSIDE)Cr o itoc-i SEE JOINT DETAIL (TYPICAL) a (PRECAST) JOINT DETAIL CONCRETE FILL BENCHING BEDDING NOTES I. ALL BEDDING FOR P.V.C. GRAVITY SEWER PIPE WILL BE IN COMPLIANCE WITH (A. S.T. M. D2321 -74) 2. NORMALLY CLEAN BACKFILL SHALL BE AS A 6' Min. BEDDING FOR PIPE. HOWEVER,WHERE UNSTABLE TRENCH BOTTOM CONDITIONS ARE ENCOUNTERED, AS DETERMINED BY THE INSPECTING ENGINEER A SUFFICIENT DEPTH OF THE UNSTABLE SOIL SHALL BE REMOVED AND REPLACED WITH 1/4"- 3/4" CRUSHED STONE ,GRAVEL (U.S.C.S. SOIL CLASSIFICATION - CLASS ONE) OR CRUSHED SHELL TO.THE SPRING LINE OF THE PIPE TO STABILIZE THE PIPE BEDDING. WHEN DRY UNSUITABLE MATERIAL (I.E- HARDPAN) IS ENCOUNTERED AT THE TRENCH BOTTOM , GRADED SANDS MAY BE USED FOR PIPE BEDDING. 5' ( Min.) 1 1/2 W + 24" (MONOLITHIC SLAB) 11/2" SURFACE SURFACE JOINT REPLACEMENT EXIST. ASPHALTIC CONCRETE CONCRETE SURFACE REPLACEMENT W/6x6-6/6WWF L, 0 a I (T)= EXIST. BASE EXIST CONIC,REPLACEMENT BASE MATERIAL PAVEMENT 24°(Min) (W) 'TRENCH I'-6° OR ALTERNATE METHOD CONSIST - WIDTH ING OF AN B" Minimum THICK, TRENCH WALL 2000 R S.I. CONCRETE SLAB ,TO UTILITY PIPE WIDTH AS SHOWN; REINFORCED 1 WITH 6x6 - 6/6WWF - TRENCH WIDTH - PIPE Dia. + 24" PORTLAND CEMENT CONCRETE SURFACE I ASPHALTIC CONCRETE SURFACE OPEN CUT ROADWAY SECTION GROOVE TO BE FORMED WITH AN ACCURATE BELL RING FORM12 I" Q SEAL WITH COAL TAR MASTIC ab DEWITT N2 101.OR APPROVED 6° o EQUAL ,OR JOIN SAME AS DETAIL FOR RISER SECTION m y ULKING AULKING JUTECA DRY CA // J WITH JOINT *r 4 BARS a 9" O.C. ` � -.1 I r 9' COMPACTED GRAVEL 12" MANHOLE WALL ' COMPOUND OR SEAL (EACH WAY) OR CRUSHED STONE (PRECAST) - W/11EMBECO' GROUT SQUARE CAST IN PLACE ROUND PRECAST CONC. BASE OR APPROVED EQUAL CONCRETE BASE INTEGRAL WITH BOTTOM RING MANHOLE V.C. PIPE PRECAST CONCRETE MANHOLE INVERT . 10. _ . , I" Maximum TO •A ' FIRST JOINT ALTERNATE PRECAST MANHOLE TOPS - I. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATE. CONCRETE BASE 2_ APPROVED FLAT SLAB TOP MAY BE USED AS AN ALTERNATE. (6" Min THICKNESS) 3. TWO COURSES OF ADJUSTMENT BRICK MINIMUM WITH FOUR COURSES MAXIMUM SHALL BE REQUIRED BETWEEN ALL PRECAST MANHOLE TOPS AND COVER FRAMES. (PRECAST) PIPE CONNECTION MANHOLE NOTES I. MANHOLES SHOWN ARE FOR SEWER SIZE 8" THRU 21". FOR LARGER SEWER SIZES,SPECIALLY DESIGNED MANHOLES SHALL BE PROVIDED. 2 SEAL ALL PIPE OPENINGS IN PRECAST MANHOLE WITH "EMBECO" GROUT OR APPROVED EQUAL. 3. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT .OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. 4. DROP PIPE AND FITTINGS SHALL BE EQUAL IN SIZE TO THE INFLUENT SEWER. 5. CONNECTION PIPES TO MANHOLES HAVE BEEN DETAILED AS VITRIFIED CLAY PIPE AND SHALL BE MODIFIED AS REQUIRED FOR OTHER APPROVED MATERIAL. SANITARY SEWER DETAILS OIMEr•aBION1B AND REINFORCEMENT Vertical reinforcement Is usually Secured in Fr-+T:CaL tICGs 2 - 2 •a BARS r; BOND - ;OR pr cy,GN OF ,AL I I VERTICAL ROOB HORIZONTAL SEE •A2LE FOR SIZE AP D SPAC+n,G 9E-AS .aT �6 �r,C+-.ES vVlriti SLOPING BACK - I . I� ( place after the masonry work has been !~I `MALL H I A IN THE WALL RODE IN FUt7rIN0 completed and before grouting. Accurately I t RE CEP, O a OR Olr El / -4- NOTES E GENERAL O 0 �� 1 • REr'NFOir�EN.1ENTJAT+© 1 3'-4" 2'-4" 9" 8" 3/B" CP 32" 3/8" @ 27" position and its at vertical intervals not ex- • NC+Es N CEr TER+ ��EIGHTIHI OF WALL- - �%, .�, � - � GRADE ILL - SE -- ; wife loop i r . Place e o In 1 0 bar d amete s P Y4'-0" 2'-9" 9" 10" 1J2" @ 32" 316" w 27 _ coed g 6 -- U 4'_B" _3'-3" 10" 12" 5/8" @ 32" 3/8" 27" _ extending into core in mortar joints as wall ;�!. 2 m y BARS Ir, 3oNo , rs lard u Loosen before mortar sets. REAMS A r 16r+c..+E s or,- -�I{p 5'-4" 3'-8" 10" 14" lit" (a 16" 112" Ld 30" 4 ' CEr,TER OR j(,INr REIN- I I I mE- W -- After inserting bar, pull wife loop and bar b,/B 6'-0" 4'-2" 12" 15" I12" @ 24" 1/2" `a 25 9 P r ON ;:: ME r, r Ar h :Nc L 2'.2 Ir' c +ES 1 -- to proper position and secure wire by tying �;( / ON ._ENTER - 6'-8" a -6" 12" 16" 1 3/4" @ 24" 1,2" 2_" +I N e NA Ls I ° Tree ends. Control joints should be de i� • 1� -! S Nc�,ts IN ! �MAx'+wuMt z 7'-4" 4'-10" 12" 18" 7/8" t� 32" 5/B" cP 26"---A. r 1 2 `r/ALES Y -- signed to resist shear and other lateral /�i U 8'-0" 5'-4" 12" 20" 7/8" v,i 2a" Sr8" a 21 _ farces while permitting longitudinal move FLAN DETAIL AT I :; / f NOTED ^ nti 8'-8" 5'-10" 14" 22" 7/8" @ 16 3/4" P 26' VERTICAL Roo - F eELcw 9'-4" 6'-4" la" 24" 1" @ $ 3/4 L� 21' ment. AND CONTROL JOINT //�' - DXROSE FACE: y�\1/ �' I-+sE'a� �ATI-. N.•.Eu CE_� I c OF FACE / :-�J wO PREY N NFO iNG ,v,T JF '"ALL-� / TO PREVENT FILLING WirH .} '�--•-•�•-� GROUTRVER I +" 5� I . IGOVIDE C Ar. r .0 GENERAL NCTFE6 'HICKNESSITI OPENING T�DO-E_ �'�''�,��,`•�� DOvvELS DF FOOTING \ //jIOCATION.� •� `I Concrete masonry units for retaining wall construction Is three inches or more. Aggregates for grout shall con wall heights are based on level backhll. One method of 1I ,nail comply comply with the requirements of "Specifications For form to ASTM Standard Specifications C404-61. providing for additional loads due to sloping backhtl or FOOeNNTAL �( II II II II 4 f' I ( RODS Hollow Load Bearing Concrete Masonry Units," ASrM surface loads is to consider them as an additional depth of Steel reinforcement should be clean, free from harmful FOOTING II (I II II II C90-64'r. soil, that Is an extra load of 300 pounds per square toot II 1I II II rust, and should comply •into applicable ASrM standards can be treated as 3 extra feat of sod weigh mg 100 pounds a Concrete for footings should be mixed ui the followuig ap for deformed bars and steel w"9. N \\ /�' I J / / I -� ^�---�-~J* 74 proximal proportions: 1 par[ portiand cernen[, 2 '/ , Per square toot. -'^ a ' �-I-)--}- -t Q parts of sand and 4 parts of gravel. Gravel should be well Designs herein are based upon an assumed soil welyhc Iver- Allow 24 hours for masonry to se[ up before grouting. ,,�-, -r r tical ressurel of 100 pounds per cubic foot. Horizontal K, \�` 4 �I ��j''O' ° AT 2" R9 graded and not exceed 1 /cinches m sue. Amount of wa- V V P Pour grout m 4 foot layers, an hour between each pour. ,SE -El � / � '� °T '��� ter used for each bay of cameo[ should not exceed 5 '/t pressure a based upon an equivalent fluid weigh[ for the Break long walls into panels of 20 [0 30 feet In leru�th wHEr+ wA�L rtG \�\� ,-_ 1 _r-_i• ore eEra- gallons unless the sand is very dry. soil of 45 Vounds per cubic loot. -+EIGHT IH115 •`,���---�/� a = �R SIZE AND SPACING -PER with vertical control joints. Allow 7 days for finished wall 6 FT OR MORE -- / \ of OCT'"ORIZONTAL Roos KE-/ 6" BY 6" MINIMUM-�'( Walls shown are designed with a safety factor against over- to set up before backlilling. Prevent water from accumula- 'jam w FOOT WG-SEE TABLE Mortar and grout should comply with the requirements of 9 \ -t �'A '\ F BELow �_ 3 "Spec,tications For Mortar and Grout For Reinforced Ma- turning of not less than 2 and a safety factor against hori- ling behind wall by means of 4 inch diameter weep holes a -f sonry," ASTM C476-63. Use fine grout where grout metal sliding of not less than 1.5. Designs are based on at a 5 to 10 toot spacing (with screen and graded stone) or space is less than three inches in least dimension. Use the following standards: Footings IACI 318-63) and by a continuous drain with felt covered open joints m NIOTF+ IBI OF `LONc7ECTION ELEVATION / 'G("rVDINA�_ RGDS IN FOOTINGS coarse grout wnere the leas[ dimension of the grout space walls (ASA 41.2-1960). Computations in the table for combination with waterproofing. 'DOTING ----�� , sra" •D BAR$ Ar 12 INCHES ON CENTER RETAINING WALLDETAIL_ O SANI TARY =_ RAISED II/2' LETTERS FLUSH WITH TOP OF COVER 2 - NON PENETRATING PICK HOLES I" DIA. ANCHOR BOLT HOLES NOTE MANHOLE FRAME & COVER SHALL BE N' 430,(FRAME Wt. 255# - COVER Wt. 130:"),AS MANUFACTURED BY U.S FOUNDRY & MFG. CORP. OR P L A N APPROVED EQUAL 22 3/4' ( COVER) 2215/fe (FRAME) MACHINE MATING SURFACES -------------- 20 5/8" 24" 36" SECTION TYPICAL MANHOLE COVER & FRAME MANHOLE FRAME AND COVE SET COVER FLUSH IN PAVED AREAS AND AT i ELEVATIONS SHOWN IN UNPAVED AREAS FRAMES BEDDED IN MORTAR 2' - 0 1 BRICK cli 1/2" CEMENT PLASTER INSIDE AND OUTSIDE BRICK - PLUS BITUMASTIC COATINGS PER m SPECIFICATIONS Cr 8" 4' 0" DIA. B" �I (MIN) (MIN.) Q Its I'D' 12' I"; CONCRETE FILL BENCHING,TROWEL o > 6" o ~ FINISH (MIND o i J J HIV #4 BARS Cal 9"O.C. cnI,APP rnNrPPTF RASF I (EACH WAY) (CAST IN PLACE) BRICK MANHOLE BRICK MANHOLE STRUCTURAL DATA WALL THICKNESS FOR BRICK MANHOLE BOTTOM SLAB THICKNESS MANHOLE DEPTH IN FEET (BETWEEN WALL THICKNESS IN INCHES DEPTHS SHOWN THICKNESS IN INCHES BETWEEN DEPTHS SHOWN Min- TO 10' 8" 8 10' T 0 15' 12" to" 15' TO 20' 161. 14" BELOW 20' AS APPROVED AS APPROVED "r Pr CAL LOCATIONS v+M ICE REO DIRE CC++CAE TE ItEK 1OWRNS TN fTKiuSTI OLDC". FOR PslESSJJAE A'St7E AND G*E►TEA. CONCRETE SMALL MAyE 2500 PSI WINIWUW STREkGTN AT Y! p1,rS ANJJEJJ[ ALAI k5T U164 RPItlED STABLE 11D1LS. AREA OF CONTACT SMALL BE GOVERNED BY PIPE SIZE. II&AAMNN PNESSIME "N PIPE AND REAM" CAWITT Of SOIL CJAITRACTOR SKULL COkVAuCT ALL REWIND TN"UST iLDCAS AND "NCLUDE COST IN UWT MICE OF PIPELME on FITTIW5S *A , • I / "Bc+1rIPTR;� 4 • l 4 '• . III POR OTFEA FITTINGS, VSE POLLOWING FACTORS TEE 100% Bs• BENO r6 % • eENo 39 % PIPE T. RfNADL PIPE HR THRUST SLOCX REN,s RILE ♦' .0 FT IB• 30 0 FT VALVES ARE FOR 90• BEND, BASED ON 2000 PSI SAFE BEARING LOAD AND PIPES PRESSURE OF ISO PSI PL �TT'r 33 % SAFACTOR FOR OTMEN YJLS PRESSURES ikE AREA REOVIRED IS *I1 DIRECT PROPORTION 6' 4 0 S0 FT 20' 37 0 SO FT 6 66 FT a 3.0 t 1 FT t FT 12 to O SO iT 70 id .R 1A b 6 SO t7 36 127 0 50 iT FT zz vI LI/i• BEND 20% _ CONCRETE THRUST LOCK NOTI(: ALL FIRE HYDRANTS SHALL BE FREE* OF CORROStON, ALL WORKING PARTS SHALL BE LUBRICATED. AND THE HYDRANT PAINTED VARIES - FIRE HYDRANT SHALL CONFORM T0, R/W LINE HOSE NOZZLES (EACH 'SIDE) I PUMPER NOZZLE FACING ROADWAY FINIS : GRADE N� FINISH GRADE COMPACTED C. 1. BACKFILL , VALVE sox iSEE DETAIL) Z i g GAILY. STEEL TIE RODS WITH SOCKET 1 CLAMP OII ANCHOR TYPE ENDS r MIN. M.J. HYDRANT TEE UNDISTURBED d"CJ B"CJ. MIN. SOIL DRAINS o WATER MAIN 8 CU. FT. OF VALVE 8 BOX VARIES GRAVEL OR (SEE DETAIL) CRUSHED STONE FOR DRAIN SUMP. 1. VARIES TYPICAL FIRE HYDRANT INSTALLATION PP ICUL TM""AIN. INISH GRADE- 3" TYP 7V141 EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN DEPTH. r °n BOX SHALL NOT REST ON VALVE ON PIPE. FINSHED PAVEMENT GRADE WHEN VALVE IS BELOW PAVEMENT 0 • • • : • • p • .. CONC. COLLAR W/*4 BAR ALL AROUND ADJUSTABLE C.I. VALVE Pox MECHANICAL OR SLIP TYPE JOINTS ,,- WATER MAIN VALVE (TYPE AS SPECIFIED) CONC. SUPPORT (AREA FOR PLUG TYP) VALVE & VALVE BOX DETAIL C.1 CP,ts UMAEO 'WATER' rw."A A1AOi NOT lJ��, 1. ►+PE iON1 aalruAlo atAit K A1fPL,.t(O Tv Y rbw4AOS b4r I Cn+r 'A" EMPOUD rIWttAO7 rrrw 9Fr,*AAXr1C COW -he �1 KPC*t BACKFKAAM C',p"AA It PLt+i TO DIVE C TAP M 3471TON O it-000 AMO C*Rc0KT1 TttMVST bLorX TO aK A I•U6M1 IOUA& rO TOE III Of IP( fid'R°R IIhNN. W.4.Vt CRANK CATAL04 CANT MON 9114104 DW Ili M ON APPROVtO . Ptrt•OW 4 FOWL I 1' GALO 1154PO B E11:79 491 JRr•• swmft w TA Al DAN _ _ \ KAIR n ►WEE I SC". 4110J ru" Itiri"u` r✓YIW10 " 04" LrtLY. BLEW rrilwr ALucs IartC tat-•cB To t• COR�t"rI"Blp rMir ' Ito'' 11" r*04% T %.•" SIECTS" A -A TYPICAL " TERMINAL LC WTV OFF- 6" 6 1. ENCASE PIPELINE BEING CONSTRUCTED IF DEPTH OF COVER IS LESS THAN 30", WHERE NOTED ON DRAWINGS. ,�`• 2. ENCASE SEWER LINE IF WATER LINE CROSSES UNDER SEWER LINE OR IF WATER LINE CROSSES OVER SEWER LINE WITH A VERTICAL o- CLEARANCE OF 18`' O R LESS. ENCASEMENT TO EXTEND 10 FEET EACH WAY OF CROSSING. .4300 P•S.L(MIN.) CONCRETE TYPICAL PIPE EI�ICASE ENT ofEsuonal iEn9t'nF-F-,ccn9 i2on:.uftant-, -Ync. ENGINEERS • PLANNERS o SURVEYORS Suite 1430 0 Hartford Building 0 200 East Robinson Street 0 Orlando,. Florida 32801 0 3051422-8062 SANITARY - SEWER AND WATER TAIL JOB NO. MO- 18 SCALE: r1-1-. , SHEET 4 OF 5 I ull el ul A.,