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HomeMy WebLinkAbout2008 (Box 22 #8) CR512 Preliminary Landscape & Irrigation Plan O L 47 7 Q u -I M M Co O 0 N a 04 N z Q d 0 Z W J 3 N (r) J O O CIO i i O C •N a v rn 3 a / a 0 I / N CL 0 v U J N Lo 0 V) 0 0 ca _ i W I � � > LIMITS OF SIGHT WINDOW I II W `K GROUND COVER & TRUNKED I II .r'� PLANTS ONLY. North ;`,> >y� SEE FDOT INDEX 546 I II x., V FsCk; I II ,- /.; LIMITS OF INTERSECTION ( ( II GRAPHIC SCALE STARTING AT TURNLANE I I q c iso GROUND COVER ONLY. I II 40 0 20 40 80loop D' FLEYMNG �� o SI REST Fi.O.W.Ii ' ( IN FEET) ' I OD F ¢ o . 1 inch = 40 ft. V1 (300 3 O q i II ... 620' W o 620° I u --r ow ca t- w i u rr' ---EXISTING DITCH '=o= (s -..y -q. ._— ._ ., 1o '—.+-4e. C. ' i _i. — Yt —_ .r .— _. n _.- i - /:M. —y_.�, ,_.:,— , _??_D . k.. .-. t4' .—_ . r :a_ +. , ,—. .,s... ,. i {'° _¢.--, ."„_. ._..'t_,.,...t ..<-_v�.• Ya, •, . t_.:a, c.,e . ..._.., �-_2 - 9 f ,.'B'.a' >»_ '. .' v'. . <_4a ,.._ r.. _.__. s. ',ak,, .-Z,c' _?�.33.8 .. . a ,:.� r.r J,, .$.. .:' w u. 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' Z yyW,� —WdJl'' -vy>V�.-,. - .yyYW.W '� vWIV •—W. VV!' .-y- y,VV W�' -WW.W IV W .VV—V W �WY-,vV V _WWW fi IV r \W«1 , � III II .4 \IIIIIII ..�o . )_^hHJF a �W�� ------------------ EXISTING LIFTSTATION / 0m>�O� _ J Z z Ld C-4 --Z.'NfxxN4'N 620' (CD 620 JQ 61 Zti.N�W 8FLMING STREET R.O.W. BANK OF AMERICA FGAS STATION/ CONVENIENCE � STORE < W p ---------- �Q O _j rtiy LL --------- EXIST. EOP -- W W y 7V - CYPRESS + yW + + MEDIAN MULCH y W b W d < DWARF Q FAKAHATCHEE _Fes• - ` GRASS W Y Q j 0 �V' y �(, 0W ,Y W ^V W 7_0 Cc) + in Lo AL - Q 14• + 0 41 41 W °C14° 17° 2 W �28 LANDSCAPE MATERIAL SCHEDULE (PER ISLAND) 6 OTHER W6COMMON NAME SIZE HGT W o1G8 O 26 26 SYMBOL OTY BOTANICAL NAME W ` W W 0 6DIA 1 LIGUSTRUM LUCIDUM GLOSSY PRIVET 6" AG 30' 20' SPREAD/10r CLEAR TRUNK 0 59' '4' 24 24 W W w 0MAINTAINED ® " O.C. (MIN,) ` 140 RAPNIOLEPIS INDICA INDIAN HAWTHORNE 3 GAL8_24" 30 f 22 22 " W V' J, 0 195 TRIPSACUM FLORIDANUM DWARF FAKAHATCHEE GRASS 1 GAL 24O.C. (MIN.) o oJ 00 04 J D4uq ob 4 u0 0 0 0GRASS/SOD 20 r . • V 4 ` 4 u 4 0 0% 0 G V GRASS/SOD I I I MEDIAN 'ENGNR CER7FlCA1- — 20 .•E - N. -N 18 18 CYPRESS MULCH V' []JOSEPH W. SCHULKE 00 00 u' vy FL REG. N0. 47048 0 o 0 00 S" J' ❑JODAH B. BITRE uFLREG. NO. 57396 DWARF ARJ,F W W y, W yW W Wy, y ,y WW <Y ,y ,V V' V ,y .y y ,!, ,V W W,V WW WW • V W• W_ v yI i ❑WIW AM P. `SI ,T+i �O DDA RDCTION W CYPRESS FAKAHATCHEE GRASS/SOD MULCH INDIAN FL REG. N0. 57605 41 HAWTHORNEGRASS MEDIAN V Jl'V W W NOV qy i DATE: ——--—— — _EXIST. EOP SHEET LANDSCAPE ISLAND DETAIL 2 SCALE: 1'=10' PRELIMINARY PLANS PROJECT NO. 08-001vi, 100'y I — — — — — — — — — — — — 14' 1T 1 1 -1 -1- 14' 1 `1 28 26 I6'( I I I6'1 26 I I I I I I I sol –_– 24 AG 30' 1 620' � I I I II I I � I1 100' CARBEf STS EET R.O.Wco. I rTl i I � --- - ---- 620' --- - EXISTING DITCH 1 q I ",L _k '.pi'.4M�,._ ,: t t, ,< A'El _._.,. d . >n ,�. ,.,.. 4 . t. . h .c.k:Z. . ._i,.�,. .,O.__r_ _,�.'.«s'Lt5$ .,,\.. . Fdp.... . 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'... ,�F 5 .. <.. e • g�. 4i:�< iY ! •, t - •:. 3;,bf. .� k`41 i l G SWALE EXISTING ROADSIDE EXISTING ROADSIDE 414"k �_VF, t z �TYPICAL LANDSCAPE G TREES ISLAND DETAIL EXISTINEXISTING TREES EXISTING MES ) SWALE rV — — — — ------------------ ------------------- --------------- --- ---------------- N ....... .. ---- ,._,- r. 4 - - - - - - - - - - - - - - - _,,. 50' 100' LANDSCAPE ISLAND 50. r., ... ,,. .<,.,..,_..__.,._._.^., _ ,.._ , _,:_,._^ _.... .........------------ 50' _.._.. _.-.,....... _......._ __.,,. ,, ._..,__ ._...., m _ .,.• - EXISTING TRAFFlC --- 50' "^, 100' LANDSCAPE ISLAND 50' .. __, ..... ....... ... _,..,, _:...,. ,.,..w. _ ... , .._ _.,,_ . __ a.. ____ _ POLE p� C.R. 512 WESTBOUND RE -GRADE f ------------------------------------------------=--------------------------------_ REMOVE EXIST. „__ .,.. , EXIST SWALE r MITERED END A ,�:_,,, ... _,,_... .,....._ _. 0.5 TYPICAL LANDSCAPE.w., .. _ r_ r n_..,._ C� - -_----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- t G « / - - ISLAND DETAIL - - -.v m_ - - - - - - �1 r r r r r F11 RE—GRADE \Afe: s/ /��€n�F�s�!� —1.0 ___------- J � �r/% �.` t f r :(, � � f} �i1:� I I �� GL Lcc;L;t' �Lti 4l �IL�aG 4Gt .. « /t4ttL4 EXIST. SWALE GSL LL£<<:f/��t�;t��s o,,,j(((� £G«_: _ I • r „/ ti / LL GG[GstGtc£ ,<./;1[Gsc£GG4<<�€�cfL<<cf iLE tL GLc r � Ls tlr � ZL.: L�fst %/!✓'` 1G��!< G£ �G:, _ _ +/ 't lLG G LGL `., !/jam y G'. ✓�. i,% \, f : �/ [ �� n"Inmz AEXTEND Gs,y4 GZL — CONCRETE r`r� I— --- ----------------------EXIST. SWALE EXTEND EXIST, PIPE EXIST. FLUME REMOVE EXIST. EXIST, SWALE C.R. 512 EASTBOUND EXIST. PIPE O TO BE FILLED TO BE REMOVED `^' 200 LF 18" RCP _ -- MITERED END TO BE FILL " RCP _. , .._,,,. ED � 0 LF 8 W M.E.S.� �-�---- W MES PROPOSED "STAMPED"� CROSSWALK (TYP.) __ ___ --------_._.------------------- _ EXISTING SIDEWALK (nP) EXISTING ROADSIDE L I�<��.,..�� {, EXISTING ROADSIDE / SWALE /1 \ � \ � SWALE \ .. «� .>.a, .«�� �.,. �,.•, .�, a<„ � ,, / I I I I GAS STATION CANOPY 620' \ D i ~ m — — — — - f III � OFFICES GAS STATION/ 1 CONVENIENCE III STORE II 100' BARBER 28 14' 1T 1 1 -1 -1- 14' 1 `1 28 26 I6'( I I I6'1 26 24 __-- I I I I I sol –_– 24 AG 30' 20' SPREAD/10' CLEAR TRUNK 140 I RAPHIOLEPIS INDICA 22 I )` I I ,'I I 22 18=24" 20 0 �' I I I 20 18 I I I I I I 18 SECTION A ram - I CYPRESS MULCH STREET R.0^' I L r –r IL ---------------- ---_1 l`-- —--------- �) « , i - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - LANDSCAPE MATERIAL SCHEDULE (PER ISLAND) SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE HGT OTHER W o— 6" DIA6" _j UU~ d 1 LIGUSTRUM LUCIDUM GLOSSY PRIVET AG 30' 20' SPREAD/10' CLEAR TRUNK 140 I RAPHIOLEPIS INDICA INDIAN HAWTHORNE 3 GAL. MAINTAINED @18"-24" 30" O.C. (MIN.) 18=24" Q 195 I TRIPSACUM FLORIDANUM DWARF FAKAHATCHEE GRASS 1 GAL _ 24" O.C. (MIN.) GRASS/SOD ram - I CYPRESS MULCH OFFICES Nor« GRAPHIC SCALE 40 0 20 40 80 I ------ ( IN FEET ) I inch = 40 ft. 160 EXIST. EOP _ W W`, Vp ,✓ W W y, W W V, W y W y GRASS/SOD CYPRESS <Y P W + + y W ULCH J, W y W W W y W y y W W W W ,Y y y y y W W W y `Y W �' MEDIAN W y W y W M W •Y `Y V, W ,Y `Y J, V,Y y W `L• y W y W y y y W W W W W DWARF W y y W W W y W W W W W W y\ ,Y W ,v v. w .Y w w v, ,Y •v y w 0 - ,I. ,Y y FAKAHATCHEE Y v. W W W W `Y V, .Y ay W W VW •Y W GRASS V `Y Y W W I \ 00 ,Y Jr W ,Y Y W ,Y ,Y `Y y •Y 'Y Y •Y W `Y Wr GNG' ,Y WW ` 0 W V, J, V, w Y'GG� N /GY `,YV W`Y WW W`Y ,`YI� `VY ,YV W`Y ,YV WW 'WY ,`YV ``YY `VY `YY y`i' `yY `,YV `,YY y,Y ,,YY WY JW, Wy ,WY ,•YV `,YL W ,lam W J, W W `V W •Y V, `Y W W W W W W W 4 / , / G y1 ' VV,� W WW ,V WJ� W W G' \1I II I " `WY 1 I1 y i I �0 (a..). 0Yi,>' 4.1 0 0 00 O 3 Q 3 II M W 2 Z Y W Z O N> V -WW¢c�i�m3Fcwi 00�oa��xow N~aQzw�Faa-'-3 ox F_ U , F- F- 3 xo KW=~F-O�WW_JQ� U NL x 4 -w z3�� aF- to U _ r .11_ a +�w d'xxX(/1 �VI70 a33w'nD3wZ0 CD Z E • I0 V W M J c 0 Q Q 0 -- O N NN W J N I.L.. Z LL u) coco �o(Do(=j. (� z0QQ_0 Q WOWJ O 00 :;Fc O z00W Z ZW z q,O> L4 04 ID 06 Q n- N � ��W0 W a J c� u-04 f W 00 W ?N Y(D _j< _Ij 1 Qti _ Z 0 Z < (j m w N – Z Q Z Z (n W o— O _j UU~ I� J r� Qw�� wx U O ZmV)Q O Q ryZ M J olf Z < (j m w N – Z Q Z Z .__l Z (n Ln o— O LL- O UU~ I� r� y Y W W 4lj C4���� _ JWyVy` W�' J,Wy✓, IVli WW`yY YLY 4 `.yYY1 WW WWy `yY WWWW lII1 1I1 " 0 0� 4 �Y i�_ 00 0 y y GAD MEDIAN ) J, L Y /\\EN GINEER CER FlCA7100\/ N\ 00 0 I, C) 0 00LKE 00 ❑JOSEPH W. SC7FL REG. N0. 4048 yDWARF / ❑ JODAH B. BITTLE FAKAHATCHEE W W W W W CYPRESS W W W W y W V W W Y V V V W W I / FL REG. NO. 57396 W W W W W W W y GRASS W GRASS/SOD W W MULCH _.___ __-. W W W INDIAN W W W W W W W W �' ❑WWAM P. STODDARD V, `V V, W J, y, •Y V W `J' W W W W y W W W W W MEDIANW W ` W w y W W W W W W W W - �' HAWTHORNS �' �' W W W W W W W ,!' W W W W y �, y/ FL REG. NO. 57605 i - W W y W W W y y y W W W W W W + NOV 2 1 [; 20 W y ,Y W .Y V, W V, Y y `Y •Y •L ,Y y, ,Y y y, .Y ,Y `Y ,l, `Y W y J, V, y y — W W -�- -W -'- - - — - EXIST. EOP DATE: SHEET LANDSCAPE ISLAND DETAIL 3 SCALE: 1'-10' PRELIMINARY PLANS PROJECT NO. 08-001 ,/ 620' - ke Obfr EXISTING TREES C - – ----- EXISTING TRAFFIC POLE (TYP.) — — — — — — — — — — — — — — — -- — — — — — — — — --- — — — — — — — — — — — — — — — — — --- — — — — — -- — — — — — — — — — — — — — — — — — — -- IMPROVEMENTS PROPOSED — -- - — — — — — — — — --- r C 1 28 26 24 22 20 18 1,761 10 J, 0 ell EXISTING DffCH 41: 620' 8d <00n z < 00 D z t *19iII vi 0 II a_ f. 0 Lj 2- 00 0 EXISTING TREES EXISTING ROADSIDE EXISTING MES (IYP.) SWALE CTI - C.R. 512 WESTBOUND 'T 171' rri 100' LANDSCAPE ISLAND T �s' — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------- m zg" j ISTING SWALE 3, R; RE -GRADE EXIST. SWALE :;u )POSED "STAMPED" 7C I 1i 6'"', '4,2 4 /1 )SSWALK (TYP.) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ;u TYPICAL LANDSCAPE EXIST, SWALE ISLAND DETAIL TO BE FILLED b__ __ ----------- C.R. 512 EASTE30UND E 0 N EXISTING TRAFFIC C'4 U) CONTROLBOX ce) EXISTING ROADSIDE 'N' SWALE (D EXISTING SIDEWALK (TYP.) �� , p W 0 U) -47' zt LL u) (.0 "o Go 0 620' W 0 0 W _j 620' 0m< II I I II O 6 W Zw LDw z > CD T– 0) II II II IIII II II II 0 062 0 -F WC) F 11II iIIIIIIt 80' ROSEOND IiIt 0 LL_ Cn C'4 ROAD R.q.w. :Z� 0 [,- jII North z LAO Fo- > :_�t < _j U - GRAPHIC SCALE 9 co 00 t w GAS STATION/II I 50 0 25 50 100 21 1 o11 W CONVENIENCE LJJ U> C\1 STORN0) IN FEET Z6 ZI inch = 50 ft. Z) II I II li T z dtiff w 11 GROCERY STORE L EXIST. EOP ------------ ------ - - - - - - - - --- �- -- -'v --- - - - V. - - - 41 - v-- - --- - - - - - - q, 41 14, - *' , . 'v 141, IV IV 41 q' 'L' + 41 '4, 1p IV IV IV 41 + * 41 41 'v c4_ '4' + * IV GRASS/SOD CYPRESS + + 41 41 41 41 IV 41 41 MULCH MEDIAN CYPRESS 41 'p 1p DWARF + + FAKAHATCHEE GRASS + cc) C) 0 + + + -41 41 1p 1p + w OG 0 G 0 b 0 +VyY yyy•V WWyyv yyyVVSi. ' yyyyy WyyyWy yWyyy .41 14' 17' 14' 0 G IV 28 41 �) G, 0 LANDSCAPE MATERIAL SCHEDULE (PER ISLAND) G 0 6' 1p .41 41 .41, IV IV 41 26 SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE HGT OTHER 11 1p 1p 4. 41 b . . . . . . . . . + _VCV� 6" DIA + o + + * * 24 Z. a I:x I LIGUSTRUM LUCIDUM GLOSSY PRIVET 6" AG 30, 20' SPREAD/10' CLEAR TRUNK + 5 + + \%ILle 3 GAL. MAINTAINED 0 30' O.C. (MIN.) C) 0 C) 0 C) (D C) 0 IV 22 0 140 RAPHIOLEPIS INDICA INDIAN HAWTHORNE 18"-24" 0 0 00 0 0 0 + -4, 41 0 00 0 195 TRIPSACUM FLORIDANUM DWARF FAKAHATCHEE GRASS I GAL, 24' O.C. (MIN.) 0 0 00 0 GO G 0 q, 41 0 0 0 0 0 0 0 (D IV + 20 GRASS/SOD 0 o _1 0 0�00 000 0 0 0 1 30 0 00 0 0 0 0 GRASS/SOD + 0 \11 00 0 C 0 00 CYPRESS MULCH + 0 0 0 0 Oc 0 0 0 0 0 MEDIAN 18 0 0 0 0 % 0 1p + *1 1 00 C) 0 C) 0 + 41 II IV '41 -41 0 00 00 yyy`yWWV 1II SECTION A + DWARF 0 0 0 14, + + 41 + 41 IV 41 41 11 H '41 41 CYPRESS INDIAN + 4' + + FAKAH EE 1/ 41 IV GRASS GRASS/SOD MULCH HAWTHORNE '41 MEDIAN + 41 + 41 .41 IV IV IV EXIST. EOP LANDSCAPE ISLANDDETAIL scmz: V=10' PRELIMINARY PLANS V) m_< (D n C4 LjLJ v -- V) L0 CL 0 ry < �7_ 0 0 V) cy- ry 0 ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 EIJODAH B. BITTLE FL REG. NO. 57396 F]WILLIAM P. STODDARD FL REG. NO. 57605 NOV 2 DAM: SHEET 4 PROJECT NO. 08-001 8d <00n D z F__ a_ Lj 2- < 0 u < C) F - Z I V) < 0 LLJ 0 0 (/) Z C) EE 0 < ry I ry V) m_< (D n C4 LjLJ v -- V) L0 CL 0 ry < �7_ 0 0 V) cy- ry 0 ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 EIJODAH B. BITTLE FL REG. NO. 57396 F]WILLIAM P. STODDARD FL REG. NO. 57605 NOV 2 DAM: SHEET 4 PROJECT NO. 08-001 IRRIGATION SPECIFICATIONS A. EXTENT: Includes furnishing all labor, materials and equipment for the proper installation of the irrigation system. The work includes, but is not limited to the following: (1) Trenching and Backfill, (2) Installation of an Automatically Controlled Irrigation System, (3) Testing of all systems to make Operative, (4) Preparation of "As - Built" Drawings. B. GENREAL: 1. Permits and Fees: Obtain all permits and pay required fees to any governmental agency having jurisdiction over the work. Inspections required by local ordinances during the course of construction shall be arranged by the contractor. On completion of the work, satisfactory evidence shall be furnished to the Owner's construction representative to show that all work has been installed in accordance with the ordinances and code requirements. 2. Approval: When ever the terms "approve" or "approved" are used in the specifications, they shall mean the approval of the Owner?s construction representative in writing. 3. Before any work is started, a conference shall be held between the contractor and the Owner's construction representative concerning the under this contract. 4. Coordination: Coordinate and cooperate with other contractors to enable the work to proceed as rapidly and efficiently as possible. 5. Inspection of Site: Sleeving: Under all walks and paved areas and where indicated on the drawings. Minimum Sch. 40 PVC a. Contractor shall acquaint himself with all site conditions. Submission of his proposal shall be considered evidence that the examination has been conducted. Should utilities not show on the plans be found during excavations, contractor shall promptly notify the Owner's construction representative for instructions to further action. Failure to do so will make contractor liable for any and all damage there to arising from his operations subsequent to discovery of such utilities not shown in plans. b. Contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts, should such stubs not be located exactly as shown, and as may be required to work around existing work at no increase in cost to the Owner's construction representative. 6. Protection of Existing Plants and Site Conditions: The contractor shall take necessary precautions to protect site conditions to remain. Should damage be incurred, this contractor shall repair the damage to its original condition at his own expense. 7. The owner reserves the right to substitute, add or delete any material or work as the work progresses. Adjustments to the contract price shall be negotiated if deemed necessary by the Owner on a per diem basis. 8. The owner reserves the right to reject material or work which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest time possible. 9. Work Schedule: Within 10 days after award the contract, the contractor shall submit to the owner a work schedule for approval. 10. "As - Built" Irrigation Drawings: Prepare an "As - Built" drawing on a blue print which shall show deviations from the bid documents made during construction affecting the main line pipe, controller locations, remote control valves and quick coupling valves. The drawings shall be indicative of size, material and manufactures name and show approved substitutions and catalog name and number. The drawings shall be delivered to the Tenant's construction representative before final acceptance of work. 11. Final Acceptance: Final acceptance of the work may be obtained from the owner's construction representative before final acceptance of work. 12. Guarantee: All work shall be guaranteed for one year from date of acceptance of all defects in material, equipment and workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship satisfactory of the owner's construction representative. Repairs, if required, shall be done promptly at no cost to the owner. C. MATERIALS: 1. General: All materials throughout the system shall be new and in perfect condition. 2. Plastic Piping: All main lines shall be schedule 40 polyvinyl chloride (PVC) solvent weld pipe and conform to ASTM D-2241 All lateral piping should be PVC class 200 solvent weld conforming to ASTM D-1784 and D-2241. 3. Plastic Fittings: Sch. 40 solvent wells, polyvinyl chloride (PVC) standard weight as manufactured by Sloane, Lasco, or approved equal. 4. Solvent Cement: Compatible with PVC pipe, of proper consistency, and color. 5 Sprinkler Head Risers: Sch. 40 PVC for risers. Pipe shall be cut in a standard pipe cutting tool with sharp cutters. Ream only to full diameter of pipe and clean all rough edges or burrs. Cut all threads accurately with sharp dies. Not more than three (3) full threads shall show beyond fittings when pipe is made up. Assemblies shall be as detailed. 6. Automatic Controllers: See Legend. 7. Remote Control Valves: See Legend. 8. Control Wiring: 24 Volt solid UL approved direct burial in ground. Minimum wire size: 14 gauge. (14 gauge preferred w/ 12 gauge neutral) i 9. Sleeving: Under all walks and paved areas and where indicated on the drawings. Minimum Sch. 40 PVC Plastic pipe for mainline and laterals. Sleeves for Control Wiring: Under all walks and paved areas and where indicated on drawings. Minimum PVC 1220-160 psi plastic pipe. 10. Sprinkler Heads: 3" 3. THE CONTRACTOR SHALL RUN 5 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO See Legend. Q 11. Backflow Preventer Apparatus: Type and size per local building codes. Unless noted or specified otherwise, assembly by Febco. (2" min.) 12. Electric source (230 Volt) to be provided at proposed pump location(s) by General Contractor. D. WORKMANSHIP: 1. Lay out work as accurately as possible to the drawings. The drawings, though carefully drawn, are generally diagrammatic to the extent that swing joints, offset, and all fittings are not shown. 2. The contractor shall be responsible for full complete coverage of all irrigated areas and shall make any necessary minor adjustments at no additional cost to the Owner?s construction representative. 3. Any major revisions to the irrigation systems must be submitted and answered in written form, along with any change in contract price. E. INSALLLATION: 1. Excavation and Trenching: a. Perform all excavations as required for the installation of the work including under this section, including shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damaged or cut as a result of the excavations to, and, in a manner approved by owner or owner's representative. b. Trenches shall be made wide enough to allow minimum of 6 inches between parallel pipe lines. Trenches of pipe lines shall be made of sufficient depths to provide the minimum cover from finish grade as follows: 1) 18" minimum cover over main lines 2) 12" minimum cover over lateral lines to heads. C. Maintain all warning signs, shoring, barricades, flares and red lanterns as required by the Safety Orders of the Division of industrial Safety and local ordinances. 2. Pipe Line Assembly. a. Plastic pipe fittings shall be solvent welded using solvents and connections as required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with a non -synthetic bristle brush. b. Pipe may be assembled and welded on the surface. C. Make all connections between plastic pipe and metal valves or steel pipe with threaded fittings using plastic male adapters. d. Wrap Teflon tape around all threaded connections. e. Perform Hydrostatic Pressure Test ( See Section Below) or Mainline prior to the installation of control valves, f. Install remote control valves where shown and group together where practical; place no close than 12 inches to walk edges, buildings and walls. Arrange valve boxes to be parallel with hard:3cape edges. Position all control valves, gate valves, stub -out caps in valve boxes. 3. Sprinkler Heads: a. Install all sprinklers as detailed on drawings. b. Do not scale plans for exact head locations. 4. Closing of Pipe and Flushing Lines a. Cap or plug all openings as soon as lines have been installed to place until removal is necessary for completion of installation. b. Thoroughly flush out all water lines before installing heads, valves and other hydrants. C. Test in accordance with paragraph on Hydrostatic Tests. d. Upon completion of testing, the contractor shall complete assembly and adjust sprinkler heads for proper distribution. NOTES 1. DO NOT SCALE PLAN FOR EXACT HEAD LOCATION. SIZE SCHEDULE PIPE SIZE SLEEVE SIZE 2. THE CONTRACTOR SHALL MAKE ALL ADJUSTMENTS TO THE IRRIGATION SYSTEM TO 2" 1-1/4' INSURE 100% COVERAGE. 1-1/2, 2-1/2, 2" 3" 3. THE CONTRACTOR SHALL RUN 5 ADDITIONAL SETS OF WIRES IN EACH DIRECTION TO 6" Q EACH END OF THE MAIN FOR FUTURE USE. U �Sll L O� _J 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HARD WIRING THE ELECTRICAL SERVICE CONNECTIONS. oza I�D=w 5. THE FINAL LOCATION OF ALL COMPONENTS SHALL BE APPROVED BY THE OWNER. a m0) O M 6. ALL MAIN LINE SLEEVE LOCATIONS ARE ACCOMPANIED WITH A 2" ELECTRICAL CHASE FL REG. NO. 57396 :!5]` FOR THE CONTROL WIRING. 210 N 7. ALL IRRIGATION LINES AND HEADS SHALL BE PLACED 1' TO THE INSIDE OF ALL PROJECT N0. Z LQ- PAVEMENT EDGES OR BACK OF CURB. u_ LEGEND D N _ W � p cm "o SYMBOL HEAD TYPE MODEL OUANTITIES J Q 10A HUNTER ADJUSTABLE ARC NOZZLE 10A XX EA. ® 15A HUNTER ADJUSTABLE ARC NOZZLE 15A XX EA. In Q10 HUNTER PRO -SPRAY NOZZLE Q10 XX EA. 0 Q12 HUNTER PRO -SPRAY NOZZLE Q12 XX EA. O Q17 HUNTER PRO -SPRAY NOZZLE Q17 XX EA. ® 8A HUNTER ADJUSTABLE ARC NOZZLE 8A XX EA. Q 12A HUNTER ADJUSTABLE ARC NOZZLE 12A XX EA. 0 17A HUNTER ADJUSTABLE ARC NOZZLE 17A XX EA. H8 HUNTER PRO -SPRAY NOZZLE H8 XX EA. H10 HUNTER PRO -SPRAY NOZZLE H10 XX EA. H12 HUNTER PRO -SPRAY NOZZLE H12 XX EA. 1-115 HUNTER PRO -SPRAY NOZZLE H15 XX EA. H17 HUNTER PRO -SPRAY NOZZLE H17 XX EA. F12 HUNTER PRO -SPRAY NOZZLE F12 XX EA. ® F15 HUNTER PRO -SPRAY NOZZLE F15 XX EA. F17 HUNTER PRO -SPRAY NOZZLE F17 XX EA. PROS -12 HUNTER PRO -SPRAY PROS -12 XX EA. HUNTER VALVE PGV-201 XX EA. P1 PUMP STATION NUMBERS GOULDS GT30, 3 HP XX EA. c� CONTROLLER NUMBERS ICC- 120OSS XX EA. Rs RAIN SENSOR MINI-CLIK XX EA. ?a 1=ZONE NUMBER, 2=VALVE SIZE, 70=GALLONS PER MINUTE 2-1/2" PVC MAINLINE (SCH 40) XX L.F. ®H 1 7 17 CLASS 200 LATERAL (WITH HEADS) XX L.F. 6" PVC SLEEVE (SCH 40) XX EA. - PROPOSED IRRIGATION WIRING XX L.S. O 3" DIA. ARTESIAN RECHARGE WELL WITH FLOAT VALVE ASSEMBLY AT LAKE LOCATIONS TO DRAW FROM LAKE TO CONTROLLED ELEVATION XX EA. ❑M ELECTRIC METER (BY OTHERS) WIRING COMPONENTS (TRAFFIC CONTROL) OUANTITIES 630-12 UNDERGROUND 2" CONDUIT 10,193 L.F. 635-1-11 13" X 24" PULL BOX 21 EA. 635-1-15 24" X 36" PULL BOX 4 EA, 633-121-3 FIBER OPTICAL CABLE 8023 L.F. 5. Hydrostatic Testing: a. Request the presence of the owner in writing at least 48 hours in advance for testing. b. Testing to be accomplished at the expense of the contractor and in the presence of the owner or owner's representative. C. Center load piping with small amount of backfill to prevent arching or slipping under pressure test is intended to be open trench test to facilitate full, unobstructed viewing of mainline, joints, fittings, ect.) d. Applying a continuous and static water pressure of 100 psi when welded plastic joints have cured at least 3 hours and with the risers caped as follows: 1) Mains line and submains to be tested for 3 hours. e. Repair leaks made apparent from test(s). 6. Automatic Controllers: a. Connect remote control valves to controller in a clockwise sequence to correspond with station setting beginning with stations 1, 2, 3, etc. 7. Automatic Control Wiring: a. Install control wiring, sprinkler mains and laterals in common trenches whenever possible. b. Install control wires at least 18" below finish grade and lay to the side and below the main line. Provided loop slack at valves and snake wires in trench to allow for contraction of wires. Tie wires in bundles at intervals of 30'. C. Control wire splices with be allowed only runs over 1000 ft. Connections shall be as detailed. Splices are to occur in valve boxes. d. All wiring passing under existing or future paving, construction, etc., shall be incased in plastic or galvanized steel conduit extending at least 12" beyond edges of paving or construction. 8. Backfill and Compacting: a. After system is operating and required test and inspection have been made, backfill excavations and trenches with clean soil, free of debris and large stones/rocks. b. Backfill for all trenches, regardless of the type of pipe covered, shall be compacted to minimum 90% density. C. Compact trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may be used in those areas. d. Dress off all areas to finish grades. F. CLEAN - UP: 1. Remove from the site all debris resulting from work of this section. FINISH GRADE�'� U p e l TOP OF VEGETATION SPRAY HEAD FINISH GRADE MODEL VARIES SPRAY HEAD MODEL VARIES POLY ELL POLY ELL FUNNY PIPE FUNNY PIPE (LENGTH AS REQUIRED) {LENGTH AS REQUIRED) POLY ELL POLY ELL PVC TEE PVC TEE PVC LATERAL LINE PVC LATERAL LINE 6" Pop-up Head 12' Pop-up Head on Funny Pipe on Funny Pipe HEAD DETAILS Service disconnect breaker box (by others) Pump start (with outdoor enclosL Galvanized utility c iron framework Grade Control relay Mini-clik Rainswitch (Mount to avoid overspray from irrigation heads). Controller (as specified) with locking cabinet. (Controller to be located adjacent to pump station - see plans for specified location). 2" PVC (for control wiring). Place at depth -111 it ll_I� �1 fi�­ - adequate for stability NOTE Provide mounting for electric meter and disconnect (by others) for controllers outside of the medians. For median installation, the meter is to be pole (12' high concrete) mounted outside of the median area near a power source. All electric service is to be underground. CONTROLLER/ WIRING DETAIL Galv. fittings (typ.) Oil filled pressure guage Pressure relief valve (1" min.) "Hot Stop" Galvanized Pipe Check Valve Construct well per specifications 3 HP, self -priming Centrifugal Pump Station (Goulds GT30 or approved equal) single phase, 230 volts, with pump start, capable of producing 80 G.P.M. at 50 P.S.L. Mount controller per Irrigation Plans. To well PVC Flange 5'X5'x4" Concrete Slab NOTE: PUMP STATIONS) TO BE FITTED WITH A FIBERGLASS --LOCKABLE PUMP HOUSE PUMP STATION DETAIL Pump House SLEEVE SIZE SCHEDULE PIPE SIZE SLEEVE SIZE 3/4" 1-1/4' 1" 2" 1-1/4' 2--1/2' 1-1/2, 2-1/2, 2" 3" 15 ca a, 4" 3, 4' 6" 2' x 2 x 2' �,L - Valve Anchor NINE: Min, -thrust block size shall be 2 cu, ft.. THRUST BLOCK DETAILS SNAP-T.ITE WIRE CONNECTORS RECTANGULAR VALVE BOX WITH LID ELECTRIC REMOTE CONTROL VALVE FINISH GRADE U PVC I.�a PVC UNI❑N BO PVC NIPPLE PEA GRAVEL SUMP 6" BEYOND EDGES OF VALVE BOX AND 8' DEEP CONTRL VALVE 0 0 s 0 Z00 o J ui U NZ I O 3 ¢ 3 \ � a r` W w 2 2 O O O U( O w wo�3iyo aw¢�i r-tn �3zzw a 3�oSw3 WrS ats�J PR 1 U Z Q Z Z ~ Q J _! Qn ' J M N Z 5 C W 15 ca a, N l.i.. co Q c Q (D U �Sll L O� _J � Q oza I�D=w ZW ca Cn a m0) O M �x ZW a W FL REG. NO. 57396 :!5]` FL REG. NO. 57605 Wu- 210 N 6 LJJti _ - PROJECT N0. Z LQ- CO u_ Z W D N _ W � p cm "o v i I~ J IRT C\1 48 W i -- U in v PRELIMINARY PLANS a _J Z Q Jho Q I_,J i- IL W Z I-j- U0U z f= w o<CL Z Q Z Z ~ Q J Qn M N Z w T- - Z t� Lr) n o F - Imo- U U o CO U 0 - � Q � U -J N LAMEER CER71RCA77 ❑ JOSEPH W. SCHULI(E FL REG. NO. 47048 ❑ JODAH B. BITILE FL REG. NO. 57396 ❑ MWAM P. STODDARD FL REG. NO. 57605 DATE: NOV 9 1 210 SHEET 6 PROJECT N0. os-oo 1 J GENERAL NOTES DESIGN NOTES 1. Details apply to both rural and urban intersections under slop sign control or flashing beacon control. For full signal controlled 1. The information shown on this Index Is intended solely for the purpose of clear sight development intersections see Design Note No 4. and maintenance at intersecting highways, roads and streets, and is not intended to be used to establish roadway and roadside safety except as related to clear sight corridors. An analysis of sight 2. Sight distance (d ) applies to normal and skewed intersections ( intersecting angles between 60' and 120'), and where vertical distance shall be documented for all intersections. and/or horizontal turves are present. Sight distance (d) is measured along the major roadway from the center of the entrance 2• Details are based on the AASHTO 'A Policy On Geometric Design Of Highways And Streets, 2001', lane of the minor roadway to the center of the near approach lane ( right or left) of the major roadway. Distances dL and Or are CHAPTER 9, INTERSECTION SIGHT DISTANCE, CASES 8 and F. and Department practices for channelized measured from the centerline of the entrance lane of the minor roadway to a point on the edge of the near side outer traffic lane median openings ( left turns from major roadways). on the major roadway. Distance dm is measured from the centerline of the entrance lane of the minor roadway to a point on the median clear zone limit or horizontal clearance limit for the far side roadway of the major roadway. J. The minimum driver eye setback of 14.5' from the edge of the traveled way may be adjusted on any Intersection leg only when Justified by d documented, site specific field study of vehicle Stopping 3. a. The limits of clear sight define a corridor throughout which a clear sight window must be preserved. See WINDOW DETAIL, Sheet 6. position and driver eye position. b. Clear sight must be provided between vehicles at intersection stop locations, and vehicles on the major roadway within dimension 'd'. 4. For SIGNALIZED INTERSECTIONS sight distances should be developed based an AASHTO 'Case D - Intersections With Traffic Signal Control'. At signalized intersections, the first vehicle stopped on one c. Since observations ore made In both directions along the line of sight, the reference datum between roadways is 3'-6" above approach should be visible to the driver of the first vehicle stopped on each of the other approaches. respective pavements. Left -turning vehicles should have sufficient sight distance to select gaps /n oncoming traffic and complete left turns. Apart from these sight conditions, there are generally no other approach or. 4. Barrier systems within intersection sight corridors, where penetration into the sight window might occur, shall be located to provide the departure sigh/ triangles needed for signalized intersections. least adverse affect practical. However, d the approaches signal is to be placed a two-way flashing operation (7.e. flashing yellow on e the P major road approaches and flashing red on the minor -road approaches) under off-peak or nighttime conditions, then the appropriate departure sight triangles for Case B, both to the left and to the right, 5. The corridor defined by the limits of clear sight is a restricted planting area. Drivers of vehicles on the Intersecting roadway should be provided for the minor -road approaches. In addition, if rtght turns on a red signal are to be and vehicles on the major roadway must be able to see each other clearly throughout the limits of 'd'and 'do'• if in the Engineers permitted from any approach, then the appropriate departure sight triangle to the left for Case 82 1 judgement, landscaping interferes with the line of sight corridor prescribed by these standards the Engineer may rearrange, should be provided to accommodate right turns from that approach.' relocate or eliminate plantings. Plants within the restricted areas are limited to selections as follows: I 5. Where curvature, superelevation, adverse split profiles or other conditions preclude the use of standard Ground Cover & Trunked Plants (Separate or Combined): tree sizes and spacing, proof of view and shadowing restraints must be documented and the size and Ground Covers - Plant selection of low growing vegetation which at maturity does not attain - location of trees in medians detailed In the plans. I a height greater than 18" below the sight line datum. 6. Intersection sight distance values are provided for Passenger Vehicles, SU Vehicles and Combination combination with trees and palms: the following heights For round cover in comb n e Pa 4 9 ! for most intersections. 9 distance base the Passenger Vehicle is suitable Vehicles. Intersection sight d tont don h 9 9 below the sight line datum will aPP1Y: 24"for trees and palms 1 !/" dfa. • and Where substantial volumes of heavy vehicles enter the major - road, such as from romp terminals with /8" for sabol palms>10s/8" dia. (dia.-wlthin Sight Windowl. stop control or roadways serving truck terminals, the use of tabulated values for SU Vehicles or Combination Vehicles should be considered. Trunked Plants - Plant selection of a mature trunk diameter 4" or less measured of 6" above the ground. Canopy or high borne foliage shall never be lower than 5'above the sight line datum. These selections shall be spaced no closer than 20'. Trees.- Trees rees:Trees can be used with town, pavers, pavement; gravel, bark or wood chip beds; ground covers or other Department approved material. The clear sight window must be in conformance with the - 'WINDOW OETA/L'modifled to attain the height requirements listed In .'Ground Covers'above. Tree size and spacing shall conform to the following tabular values: Speed ( mph ) Description 30 1 35 1 40 1 45 1 50 1 55 1 60 ( Inches ) Diameter (Wlth/n Limits Of Sight Window J '4-111,11-181 ,4-11 1 1/1-181 -441 1 111-181 >4-!11'11-181,4-111,1-181,41111 '111/8114-/11 v1/8 (Feet) Minimum ) Spacing 22 1 91. 1 27 1 !08 1 33 1 126 1 40 1 146 1 45 1 165 I 52 1 173 1 60 1 193 I c. to c. Of Trunk Sizes and spacings are based on the following conditions: (a) A single line of trees in the median parallel to but not necessarily colfnear with the centerline, (b) A straight approaching mainline, within skew limits as described in No. 2 above. (c) I. Trees and palms sll"fn diameter casting a vertical 6' wide shadow band on o vehicle entering at stop bar location when viewed by mainline driver beginning at distance 'd'; see SHADOW DIAGRAM, Sheet 6. 2. Sabal palms with diameters >II"to 118" spaced at intervals providing a 2 second full view of entering vehicle of stop bar location when viewed by mainline driver beginning at distance 'd'; see PERCEPTION DIAGRAM, Sheet 6. - (d) Trees with diameters sll" intermixed with trees with diameters >ll"118" are to be spaced based on trees with diameters >/Ps16". For any other conditions the tree sizes, spacings and locations shall be detailed in the plans; see Design Note No. 5. 2008 FOOT Design Standards I Ra s n $ heet No, (07/01/05 1 of 8 U_r SIGHT DISTANCE AT INTERSECTIONS 546 !r E Crossroad 41f� L i° a d I dL dr �u d dL d I'y8u' d I dL d, n fJ q(J cin o,n oy ' a. 130 35 P50 !/5 30 450 32.0 150 130 5 380 175 -.--A.---�' -- -_ _ Ti .. -- 135 415 295 1351 35 525 370 170 35 630 94i 205 - - - - - - - - <� - - - - - + _ _ C= - - - - - - - _� - 140 475 335 155 40 600 425 195 40 720 570 235 _ - - -- -+m 145 �5_ 375 !75 45 675 975 220 45 8/0 570 265 - 1IIi= - - - - -b - - - - - T - - b -=-'"-�-- -_- _- 150 590J. 9i5 195 50 750 530 245 150 900 635, 2951 - - - •- 155 650 46d 210 55 825 585 270 55 99d 700 3201 III}- _ - - -- -_ _.-,.....2......:...:.....:::.:::.T;1i.::.:...... ._..... __. - rt -" _ "..• • .............._..... .............,: 60 906 634 295 60 /080 765 350 _. ...................... 60 705 5� 2 I .. ...... I ._..._.... -- -- 75 320 1I65 11/0 825 3-801 65 765 540 25(7 65 9 690 r I I �� I I I L/coif Of Clear Sight L/off Of Gear Sight I d1 � I Or Passenger Vehicle SU Vehicle Combination Vehicle Of II _ 1 d _ SIGHT DISTANCE (d ) AND RELATED DISTANCES (d1 , dr) (FEET) 4IQI 4 LANE UNDIVIDED PICTORIAL 4 LANE UNDIVIDED 4j4 _ o am d &d d a l _ - . - u d do dr d,. d d1 dr tSr - . u un .� o n o+n o t", - ' ••' ^^ - - _ 13 375 205 120 30 .480 220 155 30 57 310 /85 --<1�_ I C� - - - - - _ 3�5 490 7.40 145 :560 255 /80 35 665 365 2t5 a - - - - - - C= - - - - - _am 140 500 275 165 XY, 640 290 210 90 760 415 250 Pg- _ - - .I - - \���- fJ fJ t'f' CY Yr' --- - - -, • -. 1k • -- _ 45 565 310 tBL - 45 IZO 330 235 45 1855 970 2jj01 - - - - b _ _ - - _ ` - - - - 50 625 340 205 .�5j((�l 800 365 260 50 950 520 o ®- -" - -' - - b - - - _ - - 55 690 375 225 55 880 400 285 5_, 1095 570 390 -_ .: _: _ ............................... 60 750 4!0 295 E•0 960 440 3!0 60 !I 625 370 - - _ I 65 1040 980 390 65 /2351675 9001 _ -�. 65,85 445!2651 - do II dr - Passenger Vehicle SU Vehicle Combination Vehicle d I' I i d SIGHT DISTANCE (d) AND PELATED DISTANCES (dL. d, ) (FEET) I -nil t: 4 LANE UNDIVIDFLARED - SYMMETRICAL PICTORIAL 4 LANE UNDIVIDED FLARED - SYMMETRICAL 414 4 " y n d d1 dr u c d OL dr d d1 or I O O 480 340 125 57d-405 145 ++ 30 375 265 95 30 130 I t' I - - ""..... -" -^ _ 35 440 3/O //5 35 560 395 145 35 665 470 170J --�. --- '"- - ' '-"'°""" - - - 90 50J 355 130 40 640 450 165. 40 760 540 195 a _ --- I a _ C_ - _ - _ _ - - - - - - - - - - a - - - - _® 45 565 400 145 45 720 5 285 95 855 605 220 50 690 490 160 50 800 562,205. 5O 950 670 245 - :Ji t� 55 690 490 2 55 880 6 225 5 /045 790 270 __ - _ _ n T - - 1140 295 _� - 4 1.60 805 - - - - - - - - - 60 %0 680 2 5 I - - - -. 60 750 530 1951 I- 1 65 1040 735 265 165 2..875 320 65 B 5 575 2101 I I _' - --u' _., .....y'- Passenger Veh/c/e Su Vehicle Combinotfon Vehicle _DISTANCES! d I(FEET) ! DISTANCE 1 11 ELATED d d S/G iT D/ AN (d A D R L Ir dr IL d 41�I d It 4 LANE UNDIVIDED WITH OPTIONAL LANE PICTORIAL 4 LANE UNDIVIDED WITH OPTIONAL LANE LEGEND .°,'`�;�:.?'�;;°,°,;;',-',��,.! Areas Free Of Sight obsfrudions NOTE: See Sheet 6 for Intersecting roadway origin or clear sight and quadrant carrier clips. 1 I 2008 FOOT Design Standards I RI„ on Sheet No. 04 3,118 U SIGHT D/STANCE AT INTERSECTIONS 546 dL d, =1 ==> -- _,_-- *- ® - -d- .. h G .:.:......... t .::.: y -Li ar .c: _ ..:..............:_:.... �.:.'i, Limit Of Restricted unrestricted 7 .' � ........ Cleo, Sight 2 5 n) RrW Lipp _ Jq / -- _­- :.:.._,a �r zrmrrL7d_ta.� _ I --'`._ rriw i/ne - - - - LlmilOf Clear Sight Corner Cllp For Development /f " Corner Clip For Maintenance rw2r I - _ - _ - _ - _ - _ _ - _ - _ - _ And 4faintenaxe M Clear I Of Clear Sight Window O � I - Sight Wtndow �I Minor Rood Under Stop Control✓ * Edge Of Major Road Traveled Way I " O� The Traveled Way !s The Portion Of The Roadway Far The Movement 21 I C5Mtn. Spacing When Caliper all"118" of. Exclusive Of Shoulders And Marked 8lcycle Lanes. I 'f I u 1 Lf I d Note+ Lines For 'Limit 0f Clear Sight Are Opposite Hond when Motor 1-- � 1 Road Near Cane Traff/c Mavina Leff (e.g., One -Way Left) 3 o Bottom Of Canopy - a PICTORIAL � PERCEPTION DIAGRAM r sight Line Datum SETTING SABAL PALM ( STATE TREE) SPACING ORIGIN OF CLEAR SIGHT LINE -i'-6" ON MINOR ROAD 3.5'(See General Note 301 _ Top Of Ground Cover - - Povement -�- _( v The Intent Of This Standard Is To Provide A Wind- With Vertical Limits Of Not Less Than 5' Above And l'-6" Below The Sight Line _ Datum, And Horizontal Limits Defined By The Limits Of Clear Sight. Min. Spacing I - PICTORIAL - WINDOW DETAIL Max. Truax II f - : - -- -------------- - ----------- -- ----_--- - -------------- --- shad . ---- - v t 6' ow 1-1 -- --- I= I ------ ------------------------/ - --------- --- -- ----- I d /-- ----- I��1 I ) ---- �,,/x6 He SHADOW DIAGRAM -_-__-w 112'..,- _.-......>si-_-_-_____-_-_-_--_�______. -- '- .. Limit O( Clear Sight 9 '1' -_ -_ II -_-___ �f �- .. :. w,..: + _=> I 6' HC --1 Limit Or Median db I Siahf Obstruction 1 I da PICTORIAL - LEGEND Areas Free Of Sight Obstructions - do ( Feet) 57 The it. values in this table were established by the method referenced in - Design I I Lane 8 Lanes I 3 Lanes Design Nate 2, and ore applicable to urban, predominantly curbed roadways SCeed Crassed Crossed Crossed with desfgn speeds of 45 mph or less and meeting the restricted conditions Mpy defined in Index No. 700. For horizontal clearance (HC) of six feet (6'), the - I P SU Comb P SU comb.P SU Comb. values for de may be determined by the equation da • d" (w/( wd2) ). For roadways 30 295 285 330 265 320 360 285 350 390 with ronreshActed conditions, dand dah..Id be based an the geometry 35 285 335 385 3t0 370 420 335 405 460 for the left him storage and on clear zone widths (See Index No. 700). 90 3251 380440 355 425 480 380 %5 525 45 13651430 495 3951 475 540 14301520 590 '(a See Note. CHANNELIZED DIRECTIONAL MEDIAN OPENINGS I 2008 FOOT Design Standards__I Lea I sh..t No. _ R """ SIGHT DISTANCE AT INTERSECTIONS I 04 B, u,lof 8 Index No.. 546 LINE OF SIGHT DETA IL°$ - 1� E Crossroad t m n I{} a d dr d rl ad di dr I I y v d di dr ISIlOat. in OV130 335 240 150 0 420 29 190 I 30 SO 360 225 I 35 390 275 175 35 490 345 220 35 594 420 265 •-...... Li;..- 315 2 40 560 3 5250 40 680 48 305 :_. _.._.-7.,:::a::a:::::::::::::::�,;._�:.-,.m.-. _. 445 P80_-...- ,..6..?`;..::..r::.:':-.. ,,... -. 500 I 45 630 145 76� 40 _ - _ ... ..... .. ..... __.._. - - 145 35 I 543 -_- _ _-_-_- a _-_-_-_ ,I,' _-_ =-_-_-_- _ _-_�__----_- `50 _55,5 390 2501 50 700 495 30 150 845 600 375 �� - - �> �> 155 b/0 430 2751 55 0 55 930 660 4/5 _..,,,_ '.''.?� I ................. ..-. 60 970 160 940 545 375 1-60 /0/5-720 950 Limit Of Clear Sight ---�� """-" _ _s""-- Limit Of Clear Sight 665 -'® 65 720 5!0 325 165 9t0 645 4051 65 /100 780 490 d, II d, - I Passenger Vehicle SO Vehicle Combination Vehicle of 1 I d I p I 1 SIGHT DISTANCE (d) AND RELATED DISTANCES (dt , d ) (FEET) 0 2 LANE UNDIVIDED PICTORIAL - 2 LANE UNDIVIDEDE crossroad 44 _ - = `."R� t �1 1- 4 -rte c� r� rr' '.-IR._�� _-- - -__e�- Limit Of cm, sight �._ --' i`7= -: - "- -'`- Limit Of Clear Sight � I d d � r I- --_ d it d 4i I - aE v d d1 d, y v d d1 dr w• d d1 d PICTORIAL I.� �� Qa 130 354 /95 1351 130 450J 250 00 30 540 295 205 2 LANE 2 WAY . FLARED FOR OPPOSING LEFT TURN CENTERED ON ALIGNMENT 135 4/5 225 1551 35 525` 290 200 35 630 345 2 140 475 260 1801 40 600 330 225 40 720 395 270 95 530 290 2001 F45--6-75-FT-70255 145 8/0 495 305 50 59(f�325 5220 150 7501 410 285 150 900 495 3401 55 650 355 245 55 825 950 3/0 155 9511 590 3751 160 7/0 3VI2651 60 900 490 340 160 1080 590 4051 165 765 42(1125x11 165.9751530 370 165 1170 64d. 4401 �­E Crossroad - Passenger Vehicle SU VeAfcle combination Vehicle a I G' 61 Z>✓ _ _ f _ - - - - - SIGHT DISTANCE (d) AND RELATED DISTANCES (dt , d, ) (FEET) -. � - - � - . - ""'"' •.:_....• - - 2 LANE 2 WAY •FLARED FOR LEFT TURNS _- _" L:mR Of Clear Sight's-- - -'tl '� --_ "` L/mf} Of Clear Sight d1 4 dr I' d i -1 d III PICTORIAL 2 LANE 2 WAY • FLARED FOR SINGLE SIDE LEFT TURN CENTERED ON ALIGNMENT LEGEND NOTE, See Sheet 6 for Intersecting roadway origin - Areas Free Of Slohl Obstructions of clear sight and quadrant comer clips. I 2008 FOOT Design Standards {' Re4v". I sheet No. 04 2 of 6 SIGHT DISTANCE AT INTERSECTIONS 5 %46 i� E Crossroad p I4 See INSET A 11ed To Ground Cover / -i See INSET B --- a a-- - �;_-- p - - - - - - - - - - - - - ---� ) ,.---- ................ -- _........... ::.,.. -- -- - - -i ..... _.. , ___ __ - - - - - LEGEND ® -- b -:. I Limit Of Glean Sight Areas Free Of sight obstructions ....Lfmfi Of C/ear Slght� 1i dr I Limit Of Median Sight Obafruotlon � (1L I c.. d I MEDIAN 22'OR LESS I I 25'-64'MEDIAN I d I o I a c d dL dr dm .y � d d1 JddoI - 4111 * 6'Por Restricted Conditionsaov130 390 280 N 3201 30 290 Z/0230CZ For Nonrestricted Conditions 135 460 Red /00 3801 35 330 230 280PLAN See Index No. 700 140 520 370 110 4301 40 380 270 3a - 1 95 5,90 420 130 4801 1 45 430 300 5001350 PICTORIAL - 150 �50 460 /40 5301 50 480 340 55013A0 - 155 720 510 160 5901 55 530 370 6/0 430 7B 5 0 6401 fi0 570 400 660 470 - I65 850 60d. ISO 7001 165 620 440 720 5101 PASSENGER VEHICLE (P) - i - -1 ................. I MEDIAN 35OR LESS I I 40 64 MED/AN I A dVL ::..........r. 'u a d d, d mm it d1 dv dv. J aunt J oy )I i ....[t 130 J3BOJ tool %0 130 370, 2G142�3�------- --- 35 63 95 f!0 530 140 5l. 31/7. 4 1350 - - - - - - _ - - - -E - --- ) 350 5601400 _ _ _ _195 561J ,6 J >_.., -_- _ -__--_ \\\IIt150 6c' 94U 7d0 500 �_ _ -. ..- :.: i -r_- _ -_ / 55 990 700 IBO 890 1 55 691 490 770 5401 -- ' 60 IQ80 760 200 920 160 75 530 840 5901 - INSET B 65 1170 830 210 990 165 8/01570 910 6401 Where The Median /s Sufftclenfly Wide For The Design Vehicle To Pause In The l'ed;nn - (Vehicle Length Plus 6'141n. ) The Clear Line Of Sight To The Right (di; ,s Measured From SINGLE -UNIT TRUCK (SU) The Vehicle Pause Location, i.e., Nat From The Cross Road Stop Position, Oleforces d & G Do Not Apply. INSET A I MED/AN 30'OR LESS I 35'-50'MEO/AN 64'MEDIAN - %na d it, dr dm "n c d dL dr dm � v d d1 I dv dui NOTES FOR 4 -LANE DIVIDED ROADWAY ON O:/1 �h See Sheet 6 for origin of clear sight 11 t , road. a line on he minor oad. 1 5 30 670 47d /00 580 3 460 330 5/0 60 9 g 130 620 440 20 ZO I 0 I 35 720 510 140 600 35 760 550 /20 680 135 5401360 5901420 I Vehicle Type Vehicle Length (ft.) I 1 Ponces calculated 2. Values shown /n the tables are the governing (controlling) sight distances �-- 820 160 690 40 890 630 /90 780 40 620 440 680 480 n r 9 ng rho g 140 580 I Passe a fPl I9 0 I I 145 93 660 /90 780 145 I 710 /50 8701 I b-5 690 490 760 540 hosed on AASHTO Case B - Intersection with Stop Control on the Minor Rood/ L50 10301730 20�,I 8601 LIQ 1110I�790 170 970 1 50 77015401850 600 1 Single Unit (SO) 30 I �55!!30jBoo22G 9505 ,22(1 860/90 /070 155 856.6dJ 930 fi60Large SchoolBus 40 1 J 1140 240 1040 0 /330 940 200 /160 60 92d 65d 0 720 I60Z J 11 20 220 1260 jj )� - 651341) 2 1120 5 1940 0 1 65 !0061 7a I//IXJI 780 WB 4D 95.5 I 11 1 1 INTERMEDIATE SEMI -TRAILERS (WB -40 & WB -50) I we -5o 55 I - SIGHT DISTANCES (d) & (dv) AND RELATED DISTANCES (dL, Or, dm & dvL ) (FEET) 4 LANE DIVIDED ROADWAY I 2008 FDOT Design Standards I,L"t Sh.et No. I 04 4of6 139 SIGHT DISTANCE AT INTERSECTIONS 546 a a - c= a - I Table 11 d Buffer Space and Taper Length Median Taper Length Buffer 112'Lateral Speed Space Transition) (mph) Dist. L Notes -White Reflectorized Pavement Markings -=>==> White (ft.) (Merge) _ %I FW�k , 25 155 125 D rr�1,, nn,, 17, Area �/� T-100, 1'7, 30 200 180 WS2 Ill LP - LV LY u ����� p D L _ -. I A - _ B - - C .. _ T er ten th=L Buffer Space _ I I 500' END 35 250 245 60 - - - - - - - - � P - - a - ---.-I I 40 30_5 _ _320 ee Tabe f1 See Table 11 I ROAD WORK I 45 360 540 _ -� Device Spocinq-Toper Device Spacing -Tangent _ _-100' I 50 425 I 600 WORK RIGHT LANE - ROADII\�I\ I See Table I See Tob/e I I - I 55 495 I 660 AHEAD SPEEDING FINES CLOSED 01 I I 60 570 I 720 L=WS In'®U®LEO AHEAD o - 1 65 645 I 780 I YIEtDOR9�64S I 70 730 I 840 1 Table I PRC�SENT Device Spacing When Buffer Space cannot be attained I Max. Distance Between Devices (ft.) I due to geometric constraints, the Type I or or Type II greatest attainable length snollbe used, Speed Cones or orrlcades Vertical but not Less than 200 ft. (mph) Tubular Marker s@Panes. or Drums - ForYateroltransitions other than 12', use Taper ITanoentl Taper I Tonqent I formula for L shown in the notes column. 1 25 25 50 I 25 50 I Where: I DISTANCE BETWEEN SIGNS 130 to 45 25 50 30 5O L= Length of toper in feet I W= Width of lateral transition in Leet P Spacing (ft.) 150 to 7 25 50 50 I 100 I S= Posted speed limit (mph) Speed i AI 11 C GENERAL NOTES 40 mph or less 1200 200 200 1 45 mph 350 1350 350 1. Work operations shallbe confined to one traffic lane, leaving 7. When a side road intersects the highway within the TTC zone, I 50 mph 500 q00 500 the adjacent lone open to traffic. additions/TTC devices shaflbe placed in accordance with other 11155 mph or areata 284 X840 1000 applicable TCZ Indexes. 2. On undivided highways the median signs as shown are to be omitted The ROAD ar WORK 1 MILE sign may be used B. This TCZ Ion does not aIr when work is being performed in as an alternate to the ROAD WORK AHEAD 3. When work is performed in the median lone on divided highways, the the middle toners) of a sixomore lane highway. See Index No.. 614. sign and the RIGHT LANE CLOSED % MIL€ channelizing device plan is inverted and left lone closed and lane - sign may be used as an alternate to the ends signs substituted for the right lane closed and lone end signs. 9. For general TCZ requirements and additional information, RIGHT LANE CLOSED AHEAD sign. - refer to Index No. 600. The some applies to undivided highways with the following exceptions: x* 500'beyond the ROAD WORK AHEAD (a) Work shallbe confined within one median lane. - sign or midway between signs whichever (b) Additional barricades, canes, or drums shallbe placed along the - is fess. centerline abutting the work area and across the trailing end of the DURATION NOTES work area. 1. Temporary white edgeline may be omitted for work When work on undivided highways occurs across the centerline so operations less than 3 days. as to encroach on both median lanes, the inverted plan is applied to the approach of both roadways. - 2. Signs, arrow paneland buffer space may be omitted if all of the fallowing conditions are met: 4. Signs and traffic controldevices are to be modified in accordance a) Work operations are 60 minutes or less. - SYMBOLS with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when b) Speed limit is 45 mph or less. ® Work Area no work is being performed and the highway is open to traffic. - c) No sight obstructions to vehicles approaching theCONDITIONS 5. The two channeifzin devices direct/ in front of the work area thele aero fora distance equal to the buffer space and - WHERE ANY VEHICLE, EQUIPMENT, 9 Y the taper length combined 0Sign With 18"x 18" (Min. may be omitted provided vehicles in the work area have d) Vehicles in the work area have high-intensity, rotating, WORKERS OR THEIR ACTIVITIES - high-intensity rotating, flashing, oscillating, or strobe lights operating. flashing, oscillatin or strobe lights operating. Orange Flog And Type BLight - 9: 9. 4 P g• .ENCROACH ON THE LANE ADJACENT 6. When paved shoulders having a width of 6 ft. or more are closed, e) Volume and complexity of the roadway has been considered. TO EITHER SHOULDER AND THE ❑ Chonnelizing Device (See Index No. 600) channelizing devices shallbe used to close the shoulder in advance AREA 2'OUTSIDE THE EDGE OF of the merging toper to direct vehicular traffic to remain within the TRAVEL WAY. Type f Type II Or Type 711 Barricade Or trove/way. See Index No. 612 for shoulder taper formulas. - - - ' Vertical Panel Or Drum (With Flashing Light) D Work Zone Sign 1 2008 FOOT Oeslgn Standards I I,= I shoat No. eoe Advance Warning Arrow Panel v\I 4EDLAINN AfULL TQp.�NE,, WORKK QfI�%I THIN THE T�VEl� �9i AY �7/01/07ex N . 2 OR OUTSIDE [[ AI NE 613 Me0.T. $ Clear Zone 3 ` Recoverable Terraln Nonrecoverable Recoverable Terrain - u - - To-!,- - I 'o u Shoulder I /0'min. W 9 D5STEP I STEP 2 - \\ I W Qc -ronin t Ob/oto the desi a speed. - 5e recave the mtermum J 9 P Table A b terrain from Table A based on the /are - type and design speed. Slope N:9h Orf/alter Slope Steeper Than Nigh But Not Steeper Than h+3h Slope /v:4h Or ffoNar TABLE A - MINIMUM RECOVERABLE TERRAIN (ft) - Clear zone Is the relatively flat unobstructed area that Is to be provided for safe use by errant vehicles, and must - k Travel Lanes Auxiliary Lanes STEP 3 STEP 4A be wide enough so that the sum of a// the recoverable terrain within is equal to or greater than the value obtained k Design Speed & & Does the facility in STEP 2. Recoverable terrain provided beyond nonrecoverable ferrafn must be a minfamtm of /0 feet. Areas t![ 9 P As Shown in Figure I. beyond mritraversable and hazardous terrain cannot be used as recoverable or nonrecoverable ferro/n. ! meet ALL the restricts -r ng No (oph) Multilane Stn le Lone h I P 4 determine he c/ear zone. Ramps Ramps conditions in Table 87 Roods/de remain Includes all surfaces sloop the roadway other /hon travel lanes, auxflfary lanes, and romps. I For the purpose of establishing clear zones and horizontal Clearance requirements, roadside terrain is deffned <45 18 ro as recoverable, nonrecoverable, non- traversable. and hazardous as follows: o 1 45 24 14 Recoverable when ft is safely traversable and on a slope that Is N+4h or flatter. Nonrecoverable when It Is safely traversable and on o slope that is steeper than lv+4h but not steeper than /v:3h. I O 5O 24 14 Yes Nonfraversable when 7t is not safely traversable or on a slope that is steeper than tv+3h. (n (� N Z Hazardous when a slope is steeper than lv+3h and deeper than 6 feet as shown in Figure 2. 0 ¢ 3N 1 55 30 /B 0 \ Horizontal Clearance Requirements are shown in Table C and are the required offsets to an object from a Do >55 36 24 STEP 48 STEP 5 specified point on the roadway. Select the horizontal Select the horizontal 4- L_ clearance requirement clearance requirement ROADSIDE TERRAIN g. from the restricted column from nonrestricted column V � N of Table C based an the of Table C based on the ` 1 TABLE B object, obstructor, or object, obstruction, or FIGURE l 0 i Q U y � condition. condition. RESTRICTING CONDITIONS 0 µ� I. The facility Is on urban facility. ? � F i. 3 2. The facility's design speed /s 45 mph or lower. - coo = w o J. The factlNy Is predominantly a curbed facility. �- 4, The distance from the face of curb to the RIW \ a- line Is less than MF e value obtained In STEP 2. \ `a N 8 Jl V - ENO �� " US2 � � O 3 w 9 - m -',-Kt '*< - , � ,/ PROCESS FOR DETERMINING HORIZONTAL CLEARANCE REQUIREMENTS AND CLEAR ZONES `` / N IN `M1 2008 FOOT Design Standards i Rcm Ghee) No. U 2 04 1 of 2 ■ E ROADSIDE OFFSETS I0� 1 %OO J � a) c Q M rn W M TABLE C Ce Z Q HORIZONTAL CLEARANCE REQUIREMENTS < 2 0 Item OBJECTS, OBSTRUCTIONS OR CONDITIONS Restricted Nonrestricted Na, Q Z O J Above round fixed hazards: All roadside ob ects obstructions or g 1 W GENERAL l conditions other than those listed below that exceed 9 Inches In Locate as close to the Right Of Way as pros/fool and Locale outs/tle the clear zone as close to the R(phi height and pose a hazard to errant vehicles and vehicle occupants. not less than 4 feet from face of curb. Of Way as practical. Q r ^ � 2 2 All FOOT approved guardrails, crash cushions, permanent or Locate as shown in the Design Standards. Locale as shown fn the Design Standards. O v LU femporory concrete barriers, and guardrall end terminols, � U Drop-off hazards: Any point along a roadside slope steeper than N,3h Locate the point that /s 6 feet below the hinge Treat as roadside slopes to accordance w/fh Design Q 3 that /s deeper than 6 feet below the hinge p ng point. gee Figure R. point no less than 22 (pet from the trove/ed way. Standard 400. � �yW:� (0 I4 Mailboxes not shown In Design Standard 532. Not to be used. Not to be used. W ....�...ff) I5 M.11baxes shown In Design Standard 532. Locate /n accordance with Design Standard 532. Locate in accordance with Design Standard 532. ■ I / O 0) Trees expected to become greater than 4 Inches in diameter Outside roadways: Locate no less than 4 feet from Locate aufslde the clear zone as close to the Right V / n/ Vt+ measured 6 inches above the ground. face of curb in accordance with Design Standard Of Way as practical and in accordance with Design _ EE�.� W cs 6 Inst Standard 5%. See Nem a Of Table C b-6 O W F- Inside medians, Lame no less than 6 feet from the Far Horizontal Clearance Requirements I MVV ` /\ ROADWAY edge of traffic lane and in accordance with Design - � Stand,,' 5%. � � LL 04 T Trees not expected to became greater than 4 Inches in diameter Locate in ocoorda:ce with Design Standard 546. Locate in accordance with Design Standard 5%. Curb May Or Nay Not Ht a .int medsared 6 Inches above the ground - .. u ng. Po �__ __- - __ - _.. ...._ _ _. _ -_ . ... $ as Present -� _-.� - C 1 W Canals behind guardrail. Locate no less than 5 feet from the back of the Locate no less than 5 feet from the back of the 11- `_ r guardrail past guardrail past. 8 Canals without quadrat). Locate as close to the Right Of Way as practical and Design speeds of 50 mph and greater. Locate as I u 1 - , V) U_ lot less than 40 fee, from the traveled way. close to the Right Of Way as prooticol and not less - Slope Steeper Than lv,3h � W than 60 feet from the }raveled way. _ 9 Design speeds fess that 50 mph: Locate as close to Point 6'Be/ow Hinge Paint N - the Right Of Way as practical and not less than 50 M feet from the traveled way. W . (V w Culvert wing wall, endwall, retaining walls and flared end sections Locate no less than 4 feet f m face of curb- Locate outside the clear zone. ^ ILQJ O CD less than 6 reef deep. DROP OFF HAZARDS , v V T DRAINAGE I N Culvert wino Wail. endwal/, retaining walls and flared and sections Treat as drop-off hazard, See Item No. 3. Treat as drop-off hazard; See Item No. 3. W `_Q = 0 6 feet and greater in depth. FIGURE 2 4 12 Mitered end sedlons Locate as shown In Design Standards 272 and 273. Locate as shown In Design Standards. V - Frangible sign supports. Locate no less 'ft- 4 feel from face of curb and Locate in accordance with Design Standard 17302. 0 -_TRAFFIC l3 /n accordance WIP, 9esf9n Standard 17302. _J "J ,.t N GENERAL NOTES r ti sot less than 9 feet from face of curb. Locate outside the clear zone. N 0 CONTROL 19 Overhead sign supports and other nanfrangtble signs. Locate no � r � DEVICES 15 Signal cantraller cabinets. signal poles, strain poles and mast arms. Locate no less than 4 feet from face of curb Locate outside the clear zone and not In medians. 1. When sidewalks are present, on unobstructed sidewalk width of at least 4 feet must be provided. r ^ and not !n medians. ( J 2. When site specific conditions prohibit meeting the horizontalclearance requirements is In TABLE C. W h f Local 20 fee from ravel lanes or 14 feet from C nv nil lighting (Frangible an mfr / 1. Locate no less than 4 feet from ace of curb e e t t f -sib/ b shielding.Otherwise the Plans o e anal I q inq (frang. b e dna anq b/e the object, obstruction or condition gust be ml !ga ed, possibly y r Jones. Not i medians. May be clear zone and not %n medlons. auxiliary an s. n }ars 5 an 9 f the utility I6 Y Y Preparation Manual, Volume /Cho tars 2 4 2! and 25, or CM d o LIGHTING width when the clear zone is less than 20 feet. om P p y ' ` Accammadefton Manual mus1 be researched to determine vio6le alternatives. The minimum V J /7 Hlghmasi Ilghlfng. Not applkab/e. Locate outside the clear zone. requirements /n these manuals can only be reduced when a Design variation or Design Exception +`,J hos been approved /n accordance with Chapter 23 of the Plans Preparation Monuol, Volume ! or � STRUCTURES lB Bridge piers and abutments, Above ground vertical structures. Locate not less than 16 feet from edge of travel Locate outside the clear zone. a Utility Exception hos been approved In accordance with Chapter 13 of the Utility Accommadafton r ` lane. Manual. V 19 Ft,. hydrants with bases no higher than 4 inches above the ground. Locate not /ass than 2 feet from face of curb. Locate as close to the Right Of Way as procfica/. - Utility Info//aligns: Alf above ground fixed objects. Locate as close to the Right of Way as practical Locate outside the clear zone as close to the Right UTILITIES and not less than 4 feet from (ace of curb and not Of Way as practical and not In medians and not within 20 !n medlons. limited access facilities. May be placed 4 feet behind the back of shields that have been justified far other reasons. RAILROADS 21 Railroad crossing traffic contra! devices. Locate in accordance with Design Standard /7682. Locate in accordance with Design Standard 17882. . 1 2008 FOOT Design Standards I ReNea Sheet No. O I 04 2 (Di of 2 _ ROADSIDE OFFSETS Index No 700 < e ::D Li- 0 11-- W IZ W Q W I F_ a a U M W 0 U // Medion P � � * 0- T_�� (� - f} -t{7'� ❑,�///Work Area II ­' 111 LY LY LY ] ❑ ❑ ❑ ❑ ❑ ❑ i�/ 'I ly I. A B C - Land Buffer Space_�Reopened �111111 Area Temporarily I - ** _ I To Traffic 500' - - ROAD ROAD Arrow. Panel Operation Discontinued WORK SPEEDING FINES WORK And Arrow Panel Shall Be Removed Or I MILE ®Ot11SLED I MILE Relocated Outside The Clear Zone Or VY"EN WORKERS Be Shielded By A Barrier Or Crash Cushion Z �^-� PRESENT Signs - ` d u Covered - 1 `Temporary Pavement Markings Placed Through Work Area Z Z EVEN PAVEMENT- And Devices Relocated Laterally 2' To 4'Outside Edge Of Travel Way. a CL a - - - � m N Z - - - - a a W r- _.., Z 0Lno-0_ . J� Median __'11L N:� Li U 0 < 0 CQQ - - -- � Work Area -1> A I. B C L and Buffer Space I Area Temporarily END Q -" Reopened To Traffic 500' - ROAD WORK ** - - U 1 = - Arrow Panel Operation Discontinued - ROAD - ROAD UNEVEN And Arrow Panel Shall Be Removed Or WORK WORK - Relocated Outside The Clear Zone Or I MILE "MILE - LANES Be Shielded By A Barrier Or Crash Cushion SPEEDIFdG FIP(ES Ringed Or - ` •/ Over/ay Shields Temporary Pavement Markings Placed Through Work Area / b�IEN R�RS - And Devices Relocated Laterally 2' To 4' Outside Edge Of / PRESENT Trove/ Way. ENGINEER CERTIFICATION ❑ JOSEPH W. SCHULKE UNEVEN PAVEMENT FL REG. NO. 47048 , INTERMITTENT WORK STOPPAGE - LANE REOPENED TO TRAFFIC El JODAH B. BI FL. REG. 110.. 57396 2008 FOOT ®asp Standards Lei ❑ WIWAM P. STODDARD g I Led � Sheet No. I FL REG. N0, 57605 (3�` 1MULTILANE, WORK WITHIN THE TRAVEL WAY' 1®7/01/0- 2of2 NOV 1:16 MEDIAN OR OUTSIDE LANE I de . I DATE: Me0.T. � SHEET7 PRELIMINARY PLANS PROJECT N0. 08-001 J O a) a G) M D7 CO O O N N 05 V) J Q t - w D C) ti SPECIFICATIONS - CLEARING/GRADING/PAVING/DRAINAGE/UTILITY CONSTRUCTION GENERAL IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", LATEST REVISIONS, BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT. IN ADDITION THE CONTRACTOR SHALL REFER TO THE "FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST REVISIONS. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED TO, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS, ALSO. ALL WORK SHALL BE IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. CLEARING/GRUBBING THE CONTRACTOR SHALL COMPLETELY REMOVE AND DISPOSE OF ALL BUILDING, TIMBER, BRUSH, STUMPS, ROOTS, RUBBISH, DEBRIS, INCLUDING SEPTIC TANK, BUILDING FOUNDATIONS, PIPES, ETC., WITHIN THE LIMITS OF THE ROADWAY CONSTRUCTION, ALL AREAS WHERE STRUCTURES WILL BE CONSTRUCTED INCLUDING PIPE CULVERTS, AND AS OTHERWISE DEPICTED IN THE PLANS, ALL IN ACCORDANCE WITH SECTION 110 OF THE STANDARD SPECIFICATIONS. GRADING THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED PLAN GRADES, FINAL DRESSING SHALL HAVE A TOLERANCE OF 0.2 FL+- FROM THE PLAN CROSS SECTIONS. GRADING SHALL INCLUDE ALL SHAPING, ROUGH GRADING, ROADWAY EXCAVATION AND FINAL DRESSING REQUIRED FOR THE PROPOSED ROADWAY AND ROAD EMBANKMENTS WITHIN THE LIMITS DEPICTED IN THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE FINISHED GRADES UNTIL CONTRACT CLOSE-OUT, AND MUST RE -GRADE AS REQUIRED WHEN EROSION OR OTHER DISTURBANCES OCCUR. SEED/MULCH AND/OR SODDING SHALL BE INCORPORATED TO ASSIST IN THIS REGARD. HOWEVER, ANY LOSS OF SOD OR SEED/MULCH DURING THESE OCCURRENCES SHALL BE REPLACED AT THE CONTRACTORS EXPENSE. SOD: SOD SHALL BE ARGENTINE BAHIA, UNLESS OTHERWISE INDICATED. SOD SHALL BE WELL MATTED WITH ROOTS AND SHALL BE SUFFICIENTLY THICK TO SECURE A DENSE STAND OF LIVE GRASS. THE SOD SHALL BE LIVE, FRESH AND UNINJURED AT THE TIME OF PLANTING AND SHALL BE REASONABLY FREE OF WEEDS AND OTHER GRASSES. THE RECEIVING GROUND SURFACE SHALL BE GRADED TO PROPER ELEVATIONS, FREE OF LARGE VOIDS, ROOTS, WEEDS OR PATCHES OF EXISTING GRASS. UPON LAYING, THE ENTIRE AREA SHALL BE ROLLED THOROUGHLY. ALL SODDED AREAS ARE TO BE WATERED TO KEEP SOD ALIVE UNTIL THE CONTRACTOR IS CLOSED OUT, DEAD SOD SHALL BE REPLACED BY CONTRACTOR. EMBANKMENT CONSTRUCTION ROADWAY EMBANKMENT CONSTRUCTION SHALL CONSIST OF ALL THE EMBANKMENT CONSTRUCTION REQUIRED FOR THE PROPOSED ROADWAY AND/OR PARKING LOT, BUILDING PADS, DITCHES AND SWALES IN ACCORDANCE WITH SECTION 120 OF THE STANDARD SPECIFICATIONS, EMBANKMENTS SHALL BE CONSTRUCTED FROM MATERIAL CONTAINING NO MUCK, STUMPS, ROOTS,BRUSH,VEGETABLE MATTER, RUBBISH, OR OTHER DELETERIOUS MATERIALS THAT WILL NOT COMPACT TO A SUITABLE ENDURING ROAD BED. MATERIAL: SELECT GRADE; A.A.S.H.T.O. M-145 DESIGNATION A-1, A-3, A-2-4. (REFERENCE F.D.O.T. INDEX 505) COMPACTION: 12' COMPACTED LIFTS, MINIMUM 98% MAXIMUM DRY DENSITY (A.A.S.H.T.O. T-180). COMPENSATION: COMPENSATION FOR THE EMBANKMENT CONSTRUCTION SHALL BE MADE FULLY BY THE BID ITEMS FOR BORROW EXCAVATION (PER C.Y.), GRADING (PER L.F. OF ROADWAY OR PER ACRE OF SITE), AND SUBSOIL EXCAVATION (PER C.Y.) WHEN APPLICABLE. STAKING CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. STABILIZING STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS, ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE COURSE THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED PRIOR TO PRIME COAT. PRIME AND TACK COAT PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SURFACE COURSE (A.C.S.C.) TYPE S-1 MOD A.C.S.C. SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320,330 AND 331 OF THE STANDARD SPECIFICATIONS. CURB ALL CURB CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 520 OF THE STANDARD SPECIFICATIONS, AND IN ACCORDANCE WITH F.D.O.T. INDEX No. 300, PROVIDE CONTRACTION JOINTS AT 10 -FOOT O.C. MAXIMUM. TRANSITION ENDS OF CURB FROM FULL TO ZERO HEIGHTS IN 3 -FEET. CURB CUT RAMPS SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 304. TESTING THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON EMBANKMENT,SUBGRADE, BASE, PIPE BACKFILL AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE ROAD/PAVEMENT AREAS CONSTRUCTION SHALL BE AS FOLLOWS: A. EMBANKMENT: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 10,000 SF. INTERVALS FOR EACH 12" LIFTS CONSTRUCTED. B. SUBGRADE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. (MIN. OF 3 / 1 PER JOB) (2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. C. BASE: (1) F.B.V / L.B.R. (PER PLAN) TEST SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 5000SF / 20,000SF OR CLOSER (MIN. OF 3 /1 PER JOB) (2) DENSITY TESTS SHALL BE TAKE14 AT INTERVALS OF NOT MORE THAN 5000 SF OR CLOSER AS MIGHT BE NECESSARY. D. PIPE BACKFILL: (1) DENSITY TESTS SHALL BE TAKEN AT A MAXIMUM OF 200 Ft. INTERVALS, 1' ABOVE PIPE, 1' BELOW GRADE, MIN.. E. STRUCTURES: (1) A MINIMUM OF 1 DENSITY TEST SHALL BE PERFORMED IN THE STABILIZED SUBGRADE ADJACENT TO EACH STRUCTURE INSTALLED. F. BUILDING PAD: (1) AS SPECIFIED IN ARCHITECTURAL PLANS. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. CLEAN-UP THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. DRAINAGE SPECIFICATIONS STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 3000 PSI. ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, Fy = 40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71. PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS. PRECAST INLETS ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH APPLICABLE REFERENCES TO FOOT DRAWINGS IN THE 'FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS", LATEST EDITION. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 4000 PSI. CULVERT PIPES A SPECIFICATIONS CORRUGATED BE REINFORCED CONCRETE PIPES (R.C.P.) SHALL N ACCORDANCE WITH SECTION 941 OF THE STANDARD S ALUMINUM PIPE SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS, STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. BACKFILLING OVER PIPE CULVERT AND STORM SEWERS SHALL BE COMPLETED IN MAXIMUM 6" LIFTS, TO A POINT 12" ABOVE THE PIPE, AND IN 12" LIFTS BEYOND, COMPACTED TO A MINIMUM OF 98% OF MAXIMUM DRY DENSITY. CONCRETE UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 -DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. RECORD DRAWINGS CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, HORIZONTAL LOCATION, INVERT AND TOP ELEVATIONS OF CULVERTS, SEWER MANHOLES, DRAINAGE STRUCTURES, INLETS, AND UTILITY MAINS. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. THE CONTRACTOR SHALL BE REQUIRED TO HAVE A SURVEYOR PROVIDE CERTIFIED RECORD DRAWINGS/AS-BUILTS. THESE DRAWINGS SHALL BE PROVIDED IN AN ACAD ELECTRONIC FILE AS WELL AS ON SIGNED/SEALED HARD COPIES. THE AS-BUILTS MUST MEET I.R.C. UTILITY DEPT. CRITERIA FOR WATER MAIN AND SEWER AS-BUILTS, INCLUDING TIES TO STATE PLANE COORDINATES. INSPECTION MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS THE ENGINEER SHALL BE NOTIFIED: A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS. B. PRIOR TO BACKFILLING ANY PIPE TRENCHES. C. UPON COMPLETION OF SUBGRADE AND COMPACTION. D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL. E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL AND PRIOR TO PRIMING. F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C. G. UPON COMPLETION OF CONSTRUCTION. WHERE REFERENCES ARE MADE TO ROADWAY CONSTRUCTION, IT IS INTENDED TO INDICATE CONSTRUCTION FOR ROADWAYS AND/OR PARKING LOTS/DRIVEWAYS. TRAFFIC/PAVEMENT MARKING NOTES: 1. ALL PARKING SPACE MARKINGS WITH THE EXCEPTION TO THE HANDICAPPED PARKING SPACES SHALL BE MARKED IN WHITE REFLECTORIZED TRAFFIC PAINT AND BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1991, SECTION NO. 710. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE F.D.O.T.'S STANDARD INDEX NO. 173246. 3. TRAFFIC FLOW ARROWS THRU PARKING AREAS ARE FOR DIRECTION AND ARE TO BE PAINTED, 4. STOP BARS SHALL BE 24" WIDE. 5. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN CONFORMANCE WITH F.D.O.T, TRAFFIC DESIGN STANDARDS AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 6. ALL PAVEMENT MARKINGS FOR THE PROPOSED ROADWAYS SHALL BE EXTRUDED TYPE ALKYD BASE THERMOPLASTIC AND SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, SECTION NO. 711. 7. SPECIAL MARKINGS (CROSSWALK, STOP BARS, ROADWAY CONTINUOUS STRIPING, THRU ARROWS, PAVEMENT MARKINGS FOR TRAFFIC SEPARATORS, ETC. SHALL BE IN ACCORDANCE WITH THE F.D.O.T. INDEX No. 17346. SIGNS: 1. ALL SIGNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL SIGNS SHALL BE TYPE 'C' SINGLE COLUMN GROUND SIGNS IN ACCORDANCE WITH F.D.O.T. INDEX No, 11860, 11863, 11865. WIND LOAD SHALL BE ZONE 3 (80 M.P.H.). 3. ALL SIGNS PLACEMENT SHALL BE IN ACCORDANCE WITH F.D.O.T. INDEX No. 17302. 4. STREET NAME SIGNS SHALL BE 8" IN HIEGHT WITH 6" LETTERS. ►. II II n _ • 1 ■01 • -.1 4' 19 S. f. L-4 L-4 27 s.f. f4l-4" 22 s. f. t 1- 4,1 22 s. f. 4 4" 23 s.f. 1-4" 2o s. 1 1► ��1 �� III FH �_ g ee lggg:v=fig g E - clA ■:: : ::� 1-Ri egg■[F Fir:■■: ::■'■ ■■■ ■ ■■ 711■1 ■■�■i�I :rY& ■:: ■■■■uii■a3n■ �■■n 36 s. f. • RightDIMENSIONS ARE + OR 1 35 s.f. together, the arrow shall be located down strefirthe pavement message and shall be seperated ......, NOTE: When arrow and pavement message are used ■ IIIIIII:gg DIMENSIONS ARE- + OR ARROWfrom the pavement message by a distance of 20ase of the arrbw the base of the message). 27 s.f. PAVEMENT r MESSAGE DETAILS Bituminous Coating Required For CMP (Any Suitable Bituminous Material May Be Field Applied 1 12" Flexible Pipe Class Concrete— -- I (Corrugated Steel , Corrugated 12" 12" Aluminum Or Corrugated Polyethylene) I Note: Cost of concrete and bituminous coating to be included in contract unit price for either new pipe or Mitered End Section. A concrete jacket shall not be used to join: (a) metal pipe of dissimilar materials b flexible pipe when the minimum cover required in accordance with Index No. 205 cannot be obtained. DISSIMILAR TYPES CONCRETE JACKET FOR CONNECTING DISSIMILAR TYPES OF PIPE AND CONCRETE PIPES WITH DISSIMILAR JOINTS STAPLE FILTER BARRIER - EXCAVATE 4'X4' TRENCH BURLAP OR STAND, STRENGTH AND BACKFILL OVER 8' SYNCH, FILTER FABRIC OF FILTEWABRIC, TO THE WOOD STAKES 3' TYP. ,I" I 0 W 11_1115 1151115 115111_ SECTION NOTE, -WHEN CONSTRUCTED ACROSS DITCH LINE, THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC WITH ENDS ORIENTED UPSLOPE. 31x3' WOOD STAKE, Milt.-/- BURLAP - MIN 10 OZ✓SY MATERIAL DRIVEN 12' INTO GROUND, - FILTER FABRIC - SYNTHETIC MATERIAL MEETING STD. TESTING VTM-51,52 75% FILTERING EFFICIENCY -FILTER BARRIERS SHALL BE MAINTAINED FILTER BARRIER SUNTIL TA ILIZEDUPSL❑PES HAVE BEEN PERMANENTLY 1, FILTER BARRIERS SHALL BE CONSTRUCTED AT THE FOLLOWING LOCATIONS TO INTERCEPT AND DETAIN SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERATIONS FROM ENTERING EXISTING WETLANDS , DITCHES, OR RECEIVING WATERS. A. AT THE PERIMETER OF ALL EXISTING WETLANDS THAT ARE BELOW DISTURBED AREAS WHERE EROSION C❑ULD OCCUR DURING CONSTRUCTION OPERATIONS, AND AT THE LIMITS OF FILL OF EXISTING WETLANDS, B. AT THE PERIMETER OF ALL INLETS IMMEDIATELY FOLLOWING THE INSTALLATION AND BACKFILLING OF EACH INLET, C. AT ALL EXISTING DITCHES THAT TRAVERSE THE PROJECT SITE, A FILTER BARRIER SHALL BE CONSTRUCTED AT THE DOWNSTREAM PROPERTY LINE, D. AT ALL OTHER LOCATIONS DEPICTED ON THE PLANS OR AS REQUESTED IN THE FIELD BY THE PROJECT ENGINEER. 2, FLOATING SILT BARRIERS SHALL BE INSTALLED AROUND THE P❑INT OF DISCHARGE OF THE PROJECT STORMWATER RUN-OFF IN THE INDIAN RIVER. THE BARRIERS SHALL BE REGULARLY CHECKED AND MAINTAINED TO ENSURE ADEQUATE FUNCTION UNTIL ALL PAVEMENT GENERAL SPECIFICATIONS: SURFACES ARE COMPLETE AND ALL SWALED AREAS HAVE GRASS COVER, CAUSE EXCESSIVE FLAT BLADE: ALCOA #86054.6063-T6 ALLOY, 30°1X30°1 3 S❑F SEI ENT,ALLSINCLUDINGIN LIEUOAREAS ADJACENTSEED ANDCTOTHAT CULVERT ENDSE IS CHARGE STRU T RES,ROSI❑N ETCHED, DEGREASED WITH #1200 ALODINE FINISH FLUMES, ETC, WITH #2277 GREEN SCOTCHLITE BACKGROUND OR 4, PROVIDE 18' MIN, WIDE STRIP OF SOD ADJACENT TO THE EDGE OF ALL NEW PAVED SURFACES, LEQUAL ETTERS: E-4" - 6" MIN. H, 24", 30" OR36"L Do NOT EROSION AND SEDIMENT CONTROL DETAIL LETTERS: NAME - 4" SERIES 'B' # 2270 STT I I SCOTCHLITE (SILVER) OR EQUAL - SUFFIX - 2" SERIES AS ABOVE. ENTER IANY ST. POST: STEEL FLANGED CHANNEL POST WITH BAKED GRN ALKYD LKYD OR GALVANIZED FINISH PER BRACKETS BLADES A..S.T.M. -A-123. WITHOUT ANCHOR PLATES. R1-1 R5-1 STOP SIGN: R1-1 MUTCD - 30" x 30" (ENGINEERING GRADE) WHITE ON RED LOCATION: ONE PER INTERSECTION AS INDICATED M S TOP ON THE PLANS. C� I --D 1/4 �S 5/8" R. tz B I� M 12!DIMENSION TOL 2.00 3.00 --POST ;p 3/32" --II-. M SAT RADIUS 'A' t 3/32"/ 1- 15/32"/ 1- 7/8" (,— WHEN POSSIBLE B° t 1/8 "/ 3- 1/16-/ 3- 1/2- 5/8" R. II TYPICAL STOP °C' t 1/16 "/ 1- 9/32"/ 1- 5/16"womm EXTRUDED SIGN PLACEMENT °D° t 1/32 "/ 3/16"/ 7/32" BLADE SECTION (UNCURBED SECTION) CHANNEL POST M STOP SIGN DETAIL 1 1/2" — EXISTINGS 1 BASE TRENCH WIDTH 'W' + 4' MIN, SURFACE RESTORATION 6' MECHANICALLY MIN. SAW EXISTING PAVEMENT 7 X'T / / / / / / o I MAXIMUM TRENCH WIDTH I U I 2 X PIPE DEPTH + W I REPLACEMENT ¢ LIMEROCK BASE Z LNA� IN 3 LIFTS AT F- 6' MAX. LAYERS OR 98X COMPACTION c ¢ j OTHER APPROVED ro PLACE AND COMPACT Q METHOD TO ACHIEVE ¢ 98% COMPACTION x /IN 6' LIFTS\ W MAXALL, WATER LEVEL4' MAX. w // \ LAYERS �� �,.,, ; .;..:;.��\�/ CONS RUCTION WABLE RING Z W I \� = PIPE O,D, + 24' o BEDDING ROCK } .•.r•'. .....•'.�.��/j >\i L) MAXIMUM WIDTH ,a 12' 1 PIPE �12'_ \� Z 3/4' DIA, BEDDING ROCK UNDISTURBED SOIL OR PEA ROCK WHERE O.D. o 12' CONDITIONS REQUIRE I _ TRENCH WIDTH _ MAX, MAX, t- ,W, t, N ".'.' HQ .:. NOTES J �I o ;u ii•": yuu 'ioji. X 1, WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, HAND PLACED PROVIDE APPROVED METHOD OF CONSTRUCTION, SELECT MATERIAL LOWER QUADRANT TO BE 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD, SHAPED TO RECEIVE PIPE 3, NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING BELL AND BARREL AND SHALL HAVE LAPPED AND FEATHERED JOINTS, (1-1/2' MIN. THKJ N O T E Si 4. COMPACTION PERCENTAGES SHOWN REFER TO A,A.SA.T.D. T-180, 1) THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT, 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER 2) BACKFILL TO 12' MAXIMUM LAYERS OR OTHER APPROVED COUNTY PUBLIC WORKS / F,D,D,T. STANDARDS, METHOD TO ACHIEVE 98% COMPACTION AS ESTABLISHED 6. TRENCH WIDTH 'W' . PIPE OX, PLUS 2'-0', BY A,A,S,H,T,O, METHOD T-180. (PAVED AREAS) TRENCH DETAIL NOT TO BCAIX (UN -PAVED AREAS) TRENCH DETAIL NOT TO 9CALB 1 1/2" TYPE S-1 MOD. ASPFM/ T 6" COQUINA SHELL COMPACTED t t::�;:j`� °'::�iF•';:Y;.?j{:vi:�r};•:�.'iii?'riii.'i%:;:yi3j;:i;':`ik? TO 98%MAX. DENSITY (AASHTO T-180) 8" STABILIZED SUBGRADE (FBV 50 (98% COMPACTION AASHTO T-1803 FILL COMPACTED TO 98% MAX. DENSITY SEE SPECIFICATIONS THIS SHEET FOR ADDITIONAL PAVEMENT AND TESTING REQUIREMENTS, THE BASE SHOULD EXTEND A MINIMUM OF 6' BEYOND THE ASPHALT AND THE SUBGRADE SHOULD EXTEND A MINIMUM OF 6' BEYOND THE BASE MATERIAL. TYPICAL ASPHALTIC CONCRETE PAVING SECTION N.T.S. 3000 PSI CONC. W/ 6" X 6" 10/10 GA, a' W.W.F. THICKNESS PER NOTE 5. BELOW. (" STABILIZED AASHTO (FBV 50) 98% COMPACTIONION AASHTO T-180 FILL COMPACTED TO 98% MAX. DENSITY 1, MATERIALS AND CONSTRCUTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION, 2, CONTROL JOINTS SHALL BE CONSTRUCTED AT A MAX, OF 15 FT. O.C. IN EACH DIRECTION 3, AT LEAST (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SF OF PAVEMENT OR (5) PER JOB, WHICHEVER IS GREATER, SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119), COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14 AND 28 DAYS, 4. A MIN, OF 2 FBV TESTS SHALL BE PERFORMED ON THE SUB -BASE, AND AT LEAST 1 MOD, PROCTOR (AASHTO T-180) TEST FOR EA, TYPE OF SUB -BASE MATERIAL USED, 5, CONCRETE SHALL BE A MIN, OF 6' THICK WITHIN PUBLIC ROAD RIGHT-OF-WAYS, AND AT ALL LOADING AREAS, DUMPSTER PADS, ABOVE FUEL TANKS, AND OTHER AREAS DEPICTED IN THE PLANS, OTHERWISE, THE CONCRETE SHALL BE A MIN, OF 45 INCHES THICK. 6, D❑ NOT CONSTRUCT W.W.F. WITHIN 5 FT, OF DETECTOR LOOPS FOR MENU / SIGN B❑ARDS, TYPICAL CONCRETE PAVING SECTION N. T. S. TYPICAL PAVING SECTIONS SOD MUST BE FLUSH WITH SIDEWAL I WIDTH PER PLAN TYPE 'D' CURB (SEE NOTE #8) 0.02 FT./FT. TO CURB / 4" THICK CONCRETE MINIMUM. 3,000 P.S.I. ® 28 DAYS. SIDEWALK NOTES, 1, ALL MATERIALS AND CONSTRUCTION PROCEDURES SHALL BE IN ACCORDANCE WITH THE 'SUGGESTED SPECIFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION AND IN ACCORDANCE WITH FDOT INDEX NO, 310. 2, SAWED JOINTS SHALL BE CONSTRUCTED AT A MAXIMUM OF 5 -FEET O,C„ AND SHALL BE IN ACCORDANCE W/ FDOT INDEX NO, 310, 3, AT LEAST THREE (3) COMPRESSIVE STRENGTH CYLINDER SAMPLES SHALL BE TAKEN FOR EACH 10,000 SQUARE FEET OF PAVEMENT OR FIVE (5) PER JOB, WHICHEVER IS GREATER, SLUMP SHALL BE 2 TO 4 INCHES (AASHTO T-119), COMPRESSIVE STRENGTH SHALL BE REPORTED AT 7, 14, AND 28 DAYS, 4. CONSTRUCT UPON FIRM, STABILIZED GROUND, COMPACTED TO 95% MAXIMUM DRY DENSITY. 5, SURFACE WITH LIGHT BROOM FINISH, 6, SOD ALL DISTURBED AREAS, 7, RECESS SIDEWALK AS REQUIRED IF BRICK PAVERS CALLED FOR IN PLANS 8, SIDEWALK/CURB MAY BE CONSTRUCTED AS ONE INTEGRAL POUR. PROVIDE MIN• 8'x8' THK'N EDGE 9, PROVIDE REINFORCEMENT AS SPECIFIED IN PLAN SHEETS. DETAIL AND SIDEWALK / BIKEPATH SPECIFICATIONS -- UNIFORM CROSS SLOPE TO MATCH EXISTING AND UNIFORM GRADE PARALLEL TO ROADWAY TO MATCH ELEVATIONS AT LIMITS OF WORK SAWCUT TO A STRAIGHT AND 6». _ REMOVE EXIST TRUE EDGE MIN. PAVEMENT / REMOVE EXISTING BACKFILL MATERIAL •'/12"+ AND GRADE UNIFORMLY TO RECEIVE 12"MIN. THICK COQUINA BASE COMPACTED TO 100% OF MAXIMUM DRY DENSITY AASHTO T-180 EXIST PAVEMENT NEW PAVEMENT MATCH EXISTING PAVEMENT THICKNESS OR CONSTRUCT 1 1/2" ^S"v. COMPACTED THICKNESS D.O.T. TYPE S-1 ASPHALTIC CONCRETE SURFACE; PRIME COAT ALL SURFACES AND EDGES PRIOR TO SURFACING .-1" SP 9.5 (T.L. 'C') 1 �' SP 12.5 (T.L. 'C') 6" COQUINA SHELL COMPACTED TO 98% MAX. DENSITY (AASHTO T-180) 8" STABILIZED SUBGRADE (FBV 50) (98% COMPACTION AASHTO T-180) FILL COMPACTED TO 98% MAX. DENSITY PAVEMENT AND BUTT JOINT DETAIL N.T.S. PRELIMINARY PLANS O S QC N ■ U C z z Z Z Q (n Lr) Z 0 —�c)0 C: w CM @ rz M Q a h Q (1) G� Z W N J 0 LL =' O � F Z �W LiJ Q� m � 00) U Z 1 Wo CL Z > W g L- N -J CID H U Z W �.� W :D-: f- p� W V P- J j C:) 't f` r ti W F- rC) v / V r F Z Q QCL M LLJ�—Z N z Z Z Q (n Lr) Z 0 —�c)0 0 ary rz -J I... . L1J LiJ 0:�- LLJ U D H— CL Z N 0 O U Z U N O Z Q QCL M LLJ�—Z N z Z Z Q (n Lr) 0- 0 LLUU< 0 0 ary rz );NGINEER CER71RCA1I0N ❑ JOSEPH W. SCHULKE FL REG. NO. 47048 ❑ JODAH B. BITTLE FL REG. NO. 57396 ❑ WIWAM P. STODDARD FL REG. 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