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OPTION I <br />STANDARD SECTION <br />LAYER DESCRIPTION <br />LAYER COEFF <br />DEPTH <br />SN <br />1.5" TYPE SP-12.5 ASPHALT <br />0.44 <br />1.50 <br />0.66 <br />8" LIMEROCK (LBR-100) <br />0.12 <br />8.00 <br />0.96 <br />10" STABILIZED SUB -BASE (LBR-40) <br />0.08 <br />10.00 <br />0.80 <br />TOTAL PROVIDED <br />2.42 <br />Iw <br />z <br />J <br />IZZ <br />w <br />2 <br />Iw <br />U) <br />Q <br />w <br />G <br />10' UTILITY EASEMENT <br />5' SIDEWALK 6' PLANTING STRIP 2' <br />4' CLEAR ZONE <br />FIRE <br />HYDRANT <br />0.5' <br />2% <br />I' MIN. <br />POTABLE <br />WATER MAIN <br />OPTION 2 <br />ALTERNATIVE SECTION NO. 1 <br />LAYER DESCRIPTION <br />LAYER COEFF <br />DEPTH <br />SN <br />1.5" TYPE SP-12.5 ASPHALT <br />0.44 <br />1.50 <br />0.66 <br />6" CRUSHED CONCRETE BASE (LBR-150) <br />0.15 <br />6.00 <br />0.90 <br />SUB -BASE LBR-40 <br />12" STABILIZED S U ( ) <br />0.08 <br />12.00 <br />0.96 <br />TOTAL PROVIDED <br />2.52 <br />50' PRIVATE ROAD TRACT <br />I T LANE <br />>I <br />Q <br />3 <br />of <br />a <br />0 <br />0 <br />0 <br />2% <br />12' LANE <br />2% <br />OPTION 3 <br />ALTERNATE SECTION NO. 2 <br />LAYER DESCRIPTION <br />LAYER COEFF <br />DEPTH <br />SN <br />1.5" TYPE SP-12.5 ASPHALT <br />0.44 <br />1.50 <br />0.66 <br />10" SOIL CEMENT (300PSI) <br />0.15 <br />10.00 <br />1 1.50 <br />12" STABILIZED SUB -BASE (LBR-20) <br />0.04 <br />12.00 <br />1 0.48 <br />TOTAL PROVIDED <br />2.64 <br />2' 6' PLANTING STRIP 5' SIDEWALK 10' UTILITY EASEMENT <br />(w <br />w Z <br />Z J <br />J H <br />�V (Lu <br />2 <br />0.5' ¢ ( w <br />U) <br />'r l� 2% ~ uJ <br />ASPHALT 24" VALLEY CURB <br />BASE <br />STABILIZED SUB -BASE <br />GRAVITY SANITARY SEWER <br />GRAVITY STORM SEWER <br />STANDARD ASHPALT PAVEMENT SECTION - PRIVATE STREET <br />4'-3" C-I-P <br />Y -a rrocuoa <br />2'-1XZ" 2'-1XZ" <br />RIM (PE.O.P) ELEVATION <br />4'-3" Precast <br />� <br />8" Sloping Level <br />B" <br />REFERS TU THIS <br />8" <br />A <br />1 <br />8" <br />g" <br />r Pte�E�ev. <br />6" <br />U <br />his r oint <br />�� <br />M <br />N <br />'�` ?C <br />"Y <br />I <br />to in <br />LO <br />'n <br />5 <br />l] <br />aj <br />o <br />2" C_I-p <br />Ec. Side <br />N <br />-1 <br />in <br />b <br />I <br />d tB <br />tS <br />1 <br />^ <br />X <br />- 'T <br />Z. <br />C-I-P <br />Precast <br />6" <br />6" <br />2" a <br />0" j <br />a <br />o <br />2" <br />6" <br />C-1-P <br />8 <br />V-11" <br />8" <br />2 <br />m <br />as <br />o <br />Precast <br />6" <br />S-3" <br />6 <br />° <br />� <br />�g0 <br />3" Cl. 3" CL <br />I <br />ar7" <br />e <br />e <br />��enz. W II R1 inf. <br />(S e Tabale � <br />ID <br />O <br />#4 Bars 12" Ctrs. <br />, <br />- <br />PLAN <br />I <br />00 <br />to <br />#4 ggrs CJ 1 Ctrs. (�3 Sa1� #a B rs 12'• Ctrs- <br />Or t3 Ctrs. 2(Prccast 5" S ab� Or 1a1 L rS. (Precast <br />/8•'„Slab` <br />6 Slab) <br />.P <br />q <br />(Pipe Opening Not Shown) <br />o� <br />o <br />SECTION BB <br />4'-3" Out To Out <br />1 -5 1 -5 1 -5 <br />Cross Bar <br />L 5x3x5/16 - _ = Oa <br />Wel Mai Bors To L too (moo <br />esee �etall Above) <br />Main Bars 5"xY4" (Notched For Cross Bars) <br />Cross Bars 13/ xY (3/ " Continuous W Id At M B N tch ) <br />Main Bars and• Cross �ars Flush On Top aln ar o es <br />N.T.S. <br />4,000 PSI <br />CONCRETE <br />FIN. GRADE <br />(SEE SITE PLAN FOR <br />PAVEMENT INFORMATION) <br />SURFACE COURSE <br />�--CRUSHED CONC. BASE <br />` <br />N.T.S. <br />SECTION AA <br />RECOMMENDED MAXIMUM PIPE SIZES <br />INLET INSIDE WIDTH <br />PIPE SIZE <br />2'-11" or 3'-3" <br />24" <br />4'-0" or 3'-10" <br />30" <br />Note: Recommended sizes are for concrete pipe. <br />Sizes for other types of pipe must be <br />verified for fit in accordance with Index No. <br />201. For larger ppipe see bottom detail <br />below and Index No. 200. <br />TYPE S GUTTER INLET <br />N.T.S. <br />sTABIu ED <br />SUBGRADE <br />CUD/ASPHALT JOINT DETAIL <br />N.T.S. 7 <br />FORCEMAIN <br />S' Gutter Transition <br />4'• 10 (4ecwt) <br />5' Gutter Transition <br />To Be Paid For As <br />To Be Paid For As Inlet <br />To Be Paid For As <br />Shoulder Gutter <br />Shoulder Gutter <br />C' <br />Badc Of Inlet <br />S"tat%llfl'sef Qotation <br />D <br />\ <br />Back Of G.- <br />�N Slab With <br />to <br />(- <br />a <br />entered pening <br />� <br />-- <br />I <br />I <br />�f° <br />ry <br />t Offset <br />o <br />iN <br />iv <br />Lip Of Gutter <br />D I C' / Shwlder / � pavement <br />OUnd Str TUr RROtt01"Yl SHOULDER GUTTER TRANSITION <br />e Inde� �10`, 00 F r Sta tge <br />o Ltom etolls and Bole eln o-Cement. <br />GENERAL NOTES <br />1. All reinforcing is Grade 60 bars with 2" min. cover <br />unless otherwise noted. See Index No. 201 for <br />equivalent area of welded wire fabric. Bars to be cut <br />or bent for %" minimum clearance around pipe. <br />2. All exposed edges and corners must be %" chamfer <br />or tooled to Ya radius. <br />3. When Alternate G grate is specified in plans, the grate <br />is to be hot -dip galvanized after fabrication. <br />4. For supplementary details and notes see Index Nos. <br />200 and 201. <br />5. All dimensions are for both precast and cast -in -place <br />inlets unless otherwise noted. <br />6. Inlets to be paid for under the contract unit price for <br />inlets (Gutter Type S)I EA. Cost of concrete apron at <br />terminal inlets to be included in the cost of the inlet. <br />HORIZSQ WEAI AF&I�F�RCING <br />W�L� <br />DEPTH <br />SCHEDULE <br />A� A <br />(MA) /Eft) <br />MAX. SPACING <br />BARS <br />IWWF <br />0'-5' <br />Al2 <br />0.20 <br />12" <br />8- <br />5'- 9' <br />A6 <br />0.20 <br />6" <br />5" <br />9'-12' <br />A4 <br />0.20 <br />4" <br />3" <br />9'-15' <br />B5.5 <br />0.24 <br />5Y2" <br />5" <br />24" <br />12" 12" <br />EDGE OF PAVEMENT <br />3/4" R. <br />3/4" R. PAVEMENT <br />1/4" REVEAL <br />a• DROP <br />CURB ONLY, <br />3000 P.S.I. CONCRETE <br />NOTES: <br />I. WHEN USED ON HIGH SIDE OF ROADWAYS. THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE <br />CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKENESS OF THE LIP SHALL BE 6", UNLESS <br />OTHERWISE SHOWN ON PLANS. <br />2. DROP CURB AT SIDEWALK LOCATIONS AS INDICATED ON PAVEMENT. GRADING & DRAINAGE PLANS <br />SHEETS. <br />24" VALLEY CURB <br />N.T.S. <br />recast o <br />10 <br />CXL <br />oxo <br />a-on6" Z'-S" 6" Precast <br />0 <br />II <br />_�44 2Y" i 2Y" <br />tan <br />5 fpsetllFx ion <br />PLAN <br />33r qq..rr C _ <br />Precast <br />3 n C_ _ gg33��ddn C <br />4" Precast 3 Precast <br />2, 10„IF <br />N <br />rn _ <br />L_ X Grate O -_ <br />5 a <br />M <br />3" CI. SebQntdex 201 <br />Lo <br />o v J <br />�i CV <br />aro � <br />I SECTION <br />11 < Ctrs. <br />U 0- <br />2 <br />2'-4" <br />2 2" 11" 11" 2" <br />� [_L--j�?Y2 <br />o <br />rT ocN <br />Type C 3'-l" <br />TYPE C 4'-0" <br />(Minimum Diameter <br />Unless Otherwise <br />Shown In The Pans) <br />SECTION AA <br />GENERAL NOTES <br />1. These inlets are �iitable for bicycle traffic and are to be used in ditchhes, medians and other areas ubject <br />to infrequent tra fic loadings but are not to be placed in areas sup3ect to any heavywheel loads. hese <br />in may be placed in areas ,subject to occasional pedestrian traffic such as landsaped areas and <br />pavement areas where pedestrians can walk around the inlet. <br />2. Inlets subject to minim I debris staversable <br />VId be constructed without slots. Where debris is a problem inlets shguld <br />be constructed with sloes. SlQtteInlets located within, roadway clear zones and areas ubject to pedestrians <br />shall have traversable slots. the slot modlflcatipn is not ?adaptable to inlet s(ype }i. Sfots may <br />be po strutted at either or both ends as shown on plans. raversable slots shall not be uses in areas <br />subjec� to occasional bicycle traffic <br />3. Steel rates are to be used on J.t[nlets where bic cl traffic is antici ated. Steel grates, are to be used on <br />all inlewith traversable slots.er cast iron or steel rates ma De used on InletsIthout slots where <br />bic cle traffic Is not ant'cl pted.ether cast jron or steel rates ma� be used on all inle�s with <br />no trav rsable slots. i urject to the selection described above, when Alternate G grate is specified in the <br />tans, eiteier, the steel gra a hot dip galvanized after fabrication, or the cast iron g ate may be used, unless <br />the plans stipulate the particular type. <br />4. Recomme demaximum pipe sizes shown are for concrete pipe. Size for other types of pipe must be <br />checked or It. <br />5. All exposed edges and corners shall be 3/4" chamfer or tooled to Y4" radius. <br />6. Concrt inlet pavement to be used on inlets without slots and inlets with non -traversable slots only when <br />called or In the ans• ut re wired o all traversable slot inlets. Cost to be included in contract unit <br />price for inlets. Quantitie{s� shorn are❑ lnornllnformhation only. �� t <br />7. method olf paoymentnseeueTR�V2RS3 LtgSLOe'ts1&'TlS ��APRIIAL)oF8R itXeSefINGrIN�ETS'or conversion work and <br />8. �oddirn to be used n all inlets not located in paved areas and paid for under contract unit price for <br />erfoonce Turf, Slp <br />9. For supplementary details see Index No. 201. <br />10. All reinforcinaq is Grade 60 bars wiP 2" min. cover unless therwise noted. Bars to qe tuft or bent for <br />1Y2 clearance ispipe opening. rovide one additional #`t bar above and at each side o pipe opening. <br />HORIZONTAL LESL�(TABLEFO�CING <br />DEPTH <br />SCHEDULE <br />(ACE� ) <br />in. / ft. <br />MAX. SPACING <br />BARS <br />WWF <br />0'-15' <br />Al2 <br />0.20 <br />12" <br />8" <br />TYPE C INLET <br />N.T.S. <br />THE CONCRETE WALL IS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE <br />STATE OF FLORIDA. THIS TYPICAL SECTION DETAIL IS PROVIDED TO SHOW THE INTENT OF <br />THE WEIR PER THE DESIGN PLANS. SUBMITTAL SHALL BE PROVIDED FOR APPROVAL PRIOR TO <br />CONSTRUCTION. <br />TOP OF WALL TOP OF WALL <br />WEIR ELEVATION LENGTH <br />5' @ 2.0% KIMMER EL. 81.50 <br />SKIMMER - <br />GRADE `I WEIR ELEVATION I <br />CONCRETE - <br />CONCRETE WALL SPILLWAY i ( - <br />= FLOWABLE I - <br />CONCRETE - <br />-I MIN. 1500 PSI CONCRETE WALL GRADE <br />WEIR EL. <br />BOT. OF SKIMMER <br />LENGTH <br />TOP OF WALL EL. <br />OUTLET CONTROL <br />WEIR <br />EL. 81.15 <br />EL. 80.65 <br />6 FT <br />EL. 81.50 <br />POND OUTFALL WEIR DETAIL <br />N.T.S <br />CONTROL STRUCTURE DETAIL <br />J-. <br />EXISTING GROUND <br />5' <br />VAR. VAR. <br />EXISTING GROUND <br />G <br />N.T.S. <br />8' <br />T.O.B. ELEV PER PLAN <br />SILT FENCE <br />TYP. <br />LIMITS OF <br />EARTH WORK <br />PIPE WHERE SHOWN <br />3r <br />,k Nl,­'t <br />�- ,­_ . 12" THICK CONCRETE RIPRAP <br />VARIES I VARIES 1 4' I VARIES <br />TYPICAL OUTFALL SUMP DETAIL <br />N.T.S. <br />Recommended Maximum Pipe Size: <br />2'-0" Wall - 18" Pipe <br />3'-1" Wall - 24" Pipe (18" where on 18" <br />pipe enters a 2'-0" wall) <br />CONC. SPLASH PAD <br />SEE SITE PLAN <br />PLAN VIEW <br />SIDE VIEW <br />CONCRETE SPILLWAY DETAIL <br />N.T.S. <br />41 <br />THROAT <br />Z <br />g <br />BLOCK 6" "' 6" <br />EQUALLY SPACED (TYP.) N <br />L Iff <br />❑ ❑ ❑ ❑ 2r <br />CONC. SPLASH PAD <br />5' <br />3' RIP -RAP ON <br />THREE SIDES PER PLAN VIEW <br />FDOT INDEX 199 <br />16" <br />4fr 4"x4" CONCRETE BLOCK FILLED <br />TO TOP WITH GROUT, KEY IN <br />&611 TO PAD WITH REBAR <br />4" rn <br />1 I' <br />1 O FLUME DETAIL <br />N.T.S. <br />AW <br />ER <br />C O N S U L T I N G P. 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This drawing may not be copied, reused, <br />disclosed, distributed or relied upon for any other purpose without <br />the express written consent of Maser Consulting, P.A. <br />PROTECT YOURSELF <br />ALL STATES REQUIRE NOTIFICATION OF <br />a EXCAVATORS, DESIGNERS, OR ANY PERSON <br />PREPARING TO DISTURB THE EARTH'S <br />SURFACE ANYWHERE IN ANY STATE <br />Know whats below. <br />Cal I before you dig. <br />FOR STATE SPECIFIC DIRECT PHONE NUMBERS <br />VISIT: WWW.CALL81 LCOM <br />Vi <br />Z <br />w <br />i <br />UO <br />a <br />O <br />O <br />U <br />a <br />CL <br />O <br />J <br />x <br />Z <br />Z <br />I-- <br />Z <br />J <br />O <br />U <br />0Z <br />O <br />Z <br />Z <br />0 <br />d <br />U <br />U <br />F <br />Z <br />a <br />a <br />vat <br />cl� <br />0 <br />0 <br />0 <br />U <br />W <br />_N <br />% <br />_n <br />1 <br />N <br />> <br />m <br />Z <br />a <br />a <br />ILU <br />Q <br />N <br />.o <br />N <br />N <br />`^ <br />O <br />N <br />a <br />111 <br />STUART ROGERS <br />FLORIDA PROFESSIONAL <br />ENGINEER - LICENSE NUMBER: 42718 <br />PRELIMINARY PLAT & <br />IMPROVEMENT PLAN <br />FOR <br />AUTUMN PALM <br />DRIVE, LLC <br />PARCEL ID: <br />15-2&21.0030.08100.0010 <br />CITY OF ZEPHYRHILLS <br />PASCO COUNTY <br />FLORIDA <br />TAMPA OFFICE <br />5471 West Waters Avenue <br />Suite 100 <br />Tampa, FL 33634 <br />- Phone: 813.207.1061 <br />Fax: 813.281.1050 <br />SCALE: DATE: DRAWN BY: CHECKED BY: <br />AS SHOWN 12/31/19 AM SMR <br />PROJECT NUMBER: DRAWING NAME: <br />19002495A C-DTLS <br />SHEET TITLE: <br />CONSTRUCTION DETAILS <br />SHEET NUMBER: <br />13 of 21 <br />NOTE: DO NOT SCALE DRAWINGS FOR CONSTRUCTION. <br />