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HomeMy WebLinkAbout1998 - Dimension PlanNORTHBOUND TRAVEL LANES U.S. HIGHWAY 1 EXIST. EDGE OF PAVEMENT 100' R.O.W. 2. All construction shown hereon shall comply to Indian River County, City of prior Sebastian, Department of Environmental Protection, F.D.O.T., and St. Johns River w Water Management District specifications.W Gn �- En r 3. The Contractor Is to verify the location (vertical and horizontal) of all o o0 Li mi ZO existing utilities both underground and overhead to start of or_ 0 EXIST. 2 TYPE F CURB & GUTTER�� - - - - - - _ Li construction or�ordering materials. If any utility conflicts exist between N a- o ov proposed construction shown on these plans and the existing utilities, z EXIST. CONCRETE= MEDIAN the Contractor Is to contact the Engineer of Record immediately. Z Z 3 - - - - - - EXIST. GRASS MEDIAN _ _ _ _ _ _ -� _� _ _ _ Q 4. All required permits to be obtained prior to commencement of o o or-0 � �'01 construction. Contractor shall have copies at the job site at all times. o 0 o o _J U - '- -- �- SOLID WHITE LINE � Z O Z O Q O "- 5. All proposed elevations shown hereon are based on a benchmark m w REMOVE EXISTING SlQEWALK, DRIVEWAY APRON AND CURBING. CONST. 6" YELLOW THERMOPLASTIC SORTHBOUND TRAVEL LANES provided by the project surveyor. � z_ LZ CONST. NEW .CONCRETE DRIVEWAY, CONCRETE VALLEY GUTTER, STRIPING I TYPE 'F' CURBING, SIDEWALK RAMPING, AND CROSSWALK /,\ 1� Q REMOVE EXIST. DRIVEWAY APRONS; 5 oc o o- � Lv w w o w w w II EXIST. EDGE OF PAVEMENT STRIPING. CONST. TYPE F' CURBING; REPLACE CONC. 6. This property lies within zone "X", as shown on panel 12012-0077 F o' a- ¢ o_ a a_ CONST. 5' WIDE HANDICAP SIDEWALK. dated 7/2/92. o0 00 0o w r` n CONST. 6" YELLOW DIAGONAL STRIPING ®4' O.C. rn rn rn rn rn Q, I I WATER BLAST OUT EX ST. ACCESSIBLE SIDEWALK �_ w (THERMOPLASTIC) PARALLEL PARKING S IPING SOLID WHITE LINE (rO REMAIN) 00 0 0 Co ,n E-+ II N 7. All muck or other deleterious materials encountered within the site shall N N N N d I I CONST. 6" DOUBLE YELLOW STRIPING -THERMOPLASTIC �YirtTHIN DRIVEWAY , �RTbe completely removed and replaced with clean fill material. Site 00 r, o � o o A E X! S T. �< E P A R A L E L PARK / N G AREA preparation and fill materials and methods are to comply with the site 0 0 0 0 / ,II ,��N subsurface investigation. ► - Sec. 6 :': ::-' : a : :: 8 All building dimensions . � � � � .•'.-'.�'.�:�•' �-:--265; on sown hereon are outside wall dimensions as g T 31 South _ T provided by the architect. EXIST. 2' CURB &GUTTER. �n 56.70 \k- o o " a b 10' WIDE LANDSCAPE BUFFER -oo ci i ?S• 0 o CONST. 18 YELLOW 45' SEE LANDSCAPE PLAN. o EXIST. 5' CONC. 1 R, o .6 pgOQTHERMOPLASTIC STRIPING .v: p� o A i 9. Contractor is responsible for restoration of any existing pavement, SIDEWALK. 4• .i. curbing, utilities, landscaping, irrigation, drainage systems, or other site Rge.. 39 East 1A . items damaged during construction. All damaged areas to be restored to original condition or better, or replaced, at the Contractor's expense. Design by SN ° * o 9` 10. Parking spaces shall be identified using the striping and visual contact ► N 6 ► _ _ 35. 8' ° 10' 6 O criteria of the Manual of Uniform Traffic Control Devices (Federal 10' _".. La ':' TYP. O Highway Administration (F.H.W.A.). Drawn by JC Z W o 10 R. o a oo I CONST. 24" WIDE 11. This drawing Is valid only when signed by the Project Engineer and Checked b JM c60 2.5 R CONST. TYPE � CONST. CONCRETE y � o Z r �.o WHITE STOP BAR & (TYp 5 R. TIRE STOPS. ' ° embossed with his seal. These plans, in whose or in part, shall not be FACE OF CURB reproduced without written consent from Bussen-Mayer Engineering m z 0 w o r` 30 STOP%R1GHT TURN F CURB TYP � SEE DETAIL. Group, Inc. � a a 0 1.79' Z ONLY SIGNS. Q SEE DETAIL (TYP) UTILITY CONTACTS: CD o a a) o z _ _ - _ - _ _ 12. All handicap parking spaces shall be Installed with an above round �� p'CO N w rn � N w M N20'00'00"W 175.25' I S70RM DRAINAGE z Q Cn - 177.04' CONST. CONCRETE PAVING "Parking by disabled permit only sign (with violation penalty sign, and Q.00 ¢ v Z CON T. HANDICAP PARKING f shall be constructed and striped in accordance with the latest ADA rn I ST. JOHNS RIVER WATER MANAGEMENT D/ST. J cn �n z 305 EAST DRIVE w Z �, Q SPA E STRIPING PER DETAIL and State of Florida requirements." 1 CM MELBOURNE FLORIDA 32904 0 J 0 CONST. SPECIAL EMPHASIS 5.0' C (407) 676-6609 ft X° m0 ;00110 � STRIPING 13. All stop bars to be 24" wide white (two coats) with 30" stop signs. BLAUCHE SOUCHECK w ' b I FACE OF CURB 00,0 1-- o � bi ° ca o (T') a - N o i 14. All parking space striping shall be 4" white {double coat), except �F p ELECTRIC CONST. TYPE 1 ° M 10' , Q N i handicap spaces (refer to Detail Sheet). FLORIDA POWER do LIGHT O 3301 ORANGE AVENUE F' CURB - TYP 4 0 TYP 13 '9 LJ 15. Contractor acknowledges that, included in the various items of the z FT. PIERCE, FLORIDA 34947 SEE DETAIL O 25'R. N O c N Cr (800) 757-5487 N Q 1 • c 12 5' v r Q a proposal and in the total bid price, are costs for complying with the W U Z Florida Trench Safety Act (90-96, Laws of Florida). These bid prices are W DENNIS PAGANO 20' 35.0' �� - o o 0 0 0 �_� o o v to reflect actual costs for complying with the Trench Safety Act (and the N a p o• O° O o 0 0 0 4 a a Z m v W N requirements of OSHA). Contractor is to provide the Owner with a list C7 Identifying the Trench Safety Measure Description, the Units of l FALCON CABLE } 94.10' a w vi a Yi 9 Y P c. W P.O. BOX 780249 ,, Q m j o i Measure, the Unit Quantity, Unit Costs, and Total Costs for each Trench SEBAST64N, FLORIDA 32978 (BUILDING I) • a 0 ,, v Y i Safety Measure the Contractor proposes to utilize during construction Z f - of an phase of this project. This list of Trench Safety Measures and (561) 589-3870 or 2 5' o CONST. BOLLARDS. XrICONST. ABOVE GROUND o `' �' y P P J Y .z Z KEN VICKERS '� 90 a TYP-SEE DETAIL LLB z U ` Costs is to be supplied to the Owner with the bid. TYP "PARKING BY DISABLED CONST. 6' WIDE CONCRETE ¢ `J t� 3 ( SEE PLANS BY OTHERS -� N 0 o PERMIT ONLY" SIGN FOR SIDEWALK. l� w i - 7ELEPHONEFOR EXACT LOCATIONS. W w o 16. Curb tapers to be constructed at o11 curb ends. BEDUTH o 4 SEE DETAIL a ,. 3300 OKEECHOBEE ROAD o I O ��� Q a¢ Z 17. The Contractor is to erect barricading, flogging or temporary fencing o a ROOM 203 BUILDING 4, o z sufficient to restrict all vehicles and unauthorized personnel from the FT. PIERCE, FLORIDA 34947 w CONST. CONCRETE PROPOSED " LL) �v site work area. These barriers must be placed a sufficient distance from Q p the site work area to ensure public safety. (561) 465-9736 0 10' TIRE STOPS. Li AUTO ZONE FRANK VENEZ/ANO z z TYP-SEE DETAIL. M o .` CU ; UTILITIES (WATER do SEINER) - 2 °N° Q m 18. The Contractor is responsible for maintenance of traffic meeting `'' b o �3 Q CONST. 5 WIDE ^ AUTO PARTS STORE minimum F.D.O.T. Requirements (See sheet 5) s INDIAN RIVER COUNTY UTILITIES' w ,�i a_ 1 O i r` CONCRETE SIDEWALK. a ; 19. Combustible materials shall not be brought on site prior to 1840 25TH STREET 1 0 W vERO BEACH, FLORIDA 32960 c,, %, 234 S.F. 1 D, (561) 770-5325 n o¢ v 4 p adequate water for firefighting purposes being available. • ROBERT WISEMAN, P.E. } v zo m i `t N w v a ° D.O.T. DRIVEWAY & STORY DRAINAGE PERMITS � 20. Sidewalk ramping shall not exceed a 12:1 slope and must meet F.D.O.T., ADA, and State of Florida requirements. FLORIDA DEPARTMENT OF TRANSPORTATION Q Z _1 •�co ~ I ` . n 3601 OLEANDER AVENUE ¢ o z v Z FORT PIERCE, FLORIDA 34982 3 0_ o 0 (561) 465-7396 z o i vi BOB FRANK x F¢ p a a 0 I� N Co W U a f� �a 100.00 I c+) Co a3 o z LO 91.50' CONST. 5'x5' CONCRETE PAD. 1 Li VO (BUILDING TIE) LEGEND: N a J % TRAFFIC FLOW DIRECTION i W z¢o: Fa0w Lc ' �• J 10.34' 4 CONST. 18'x10' CLEAR CONCRETE DUMPSTER I A b.o.c. ; PAD AREA W/ GATED SCREENED w- z ENCLOSURE, SEE DETAIL / v PROPOSED CONCRETE 1 4 z incno¢ k EXISTING CONCRETE a d 1 O 20' WIDE EASEMENT FOR � I>~ � ~• { O • � �- N (/71L/T/ES TO INDIAN R�'E / a • o PROPOSED RETENTION AREA - 15 NUMBER OF PROPOSED PARKING SPACES O C � � BUFFER o � � � o �j 10 WIDE LANDSCAPE BU - - _ (7) (/) _ _ - - - 117.00' Z - 0 co Z I -� o - - - - S23.27 12"E ,, w I -� P. O. C am» °"r, 1 6' O� a ALL E Y cotes' O.R. eooK a<2, RACE + » _ T RIGHT OF WAY LINE 88 05 09 E - N _ _ ►� r,l z �, 7-20' - z o " E 116.20 i_ 23'27'12"E 142.00 - o a i S 23'27' 12 S 0 RIGHT -OF WAY ALL DIMENSIONS ARE TO THE FACE as ROAD 0 _ ,� i _ A EAST COAST RAI OF CURB UNLESS OTHERWISE NOTED. LEGAL DESCRIPTION: (by others) P.O.B. FL RID _ -- _ a � A portion of Lot 5, Block 2, W.A. Martin Subdivision, as recorded in Plot Book 3, Page 12, of the Public Records of St. Lucie County (now) Indian River County, ; _ - - ' (n Florida. And a portion of Government Lot 6, Section 6,Township 31 South, Range _ _ - 39 East, lying between the Florida East Coast Railroad Right -of -Way and U.S. Highw y i; PARKING CALCULATIONS: LOCATION MAP' U� No. 1 right-of-way being more particularly described as follows: PARKING REQUIRED: 1 SPACE PER 200 SF -FLOOR AREA 4-4 O Commencing at the intersection of the South right-of-way of Adams Street 7,234 SF/200 = 36 SPACES REQUIRED. (unopened) and the East right-of-way of the Florida East Coast Railroad right -of- 05 �� N j way which is 13.03 feet south and 106.46 feet east of the southwest corner of GENERAL STATEMENT: PARKING PROVIDED: 42 (Includes 2 handicap spaces) 5 Ft0 1 Government Lot 5, Section 6, Township 31 South, Range 39 East; thence run South 23'27'12" East along the east right-of-way line of said Florida East The development that o proposed for the subject parcel is the construction 05F,�. O w E Coast Railroad, 116.20 feet to the Point -of -Beginning; thence continue South of a 7,234 s.f. Auto Zone retail auto parts store, together with F� o,� s o _ 23'2712 associated parking, water end sewer service, drainage, and landscaping. East along said right-of-way line 142.00 feet to the north line of � g P g' SITE DATA: seensn,,r, 90 � W.A. Martin Subdivision, as recorded in Plat Book 3, Page 12, of the Public The site currently is occupied by 3 framed dwellings, 3 sheds, and gravel Date 8 11 97 ^RPORT y Records of St. Lucie Count Florida; and paved drives, all of which are to be demolished. MAIN Sl- y, thence North 88'OS 09 East along the Zoning- GENERAL COMMERCIAL ' Proposed water service to the site will be accomplished via connection 9� i north line of said W.A. Martin Subdivision, a distance of 17.20 feet to the west t - to an on -site well. P _ Scale 1" = 20' line of Block 2 of W.A. Martin Subdivision; thence South 23.2712 East SITE AREA ........................60,902 S.F. = 1.40 AC. G ! along the west line of Block 2 o distance of 117.00 feet to the north .line of Lot 4 Proposed sewer service for the site will be accomplished via construction of TOTAL BUILDING AREA .......7,234 S.F. = 0.17 AC.t SITE t^ an on site lift station & forcemain connection to an existing on -site forcemain. TOTAL PAVEMENT AREA ...24,136 S.F. = 0.55 AC.t tirt -` Block 2 of W.A. Martin Subdivision; thence North 67°58 09 East along the Proposed stormwater runoff will be routed to an on -site dry retention � j Pro . No.: 286401 north line of Lot 4, Block 2 of W.A. Martin Subdivision, a distance of 213.22 feet TOTAL SIDEWALK AREA .......1,145 S.F. = 0.03 AC.f j j area, and will local to the historical outfall for the site, an existing TOTAL IMPERVIOUS AREA...32,515 S.F. = 0.75 AC.t 547. OF SITE to the west right-of-way line of U.S. Highway No. 1 A (100 right-of-way); thence ; drainage ditch located at the north side of the parcel. ( ) ac North 20'00'00" West along the westerly right-of-way line of U.S. Highway,,� " TOTAL PERVIOUS AREA ....28 387 S.F. = 0.65 AC.t 46% OF SITE E Sheet No. No. 1, a distance of 265.00 feet (264.94 measured); thence South 6T58 09 ' ( ) West, a distance of 245.20 feet to the Point -of -Beginning; said parcel now lying BUILDING MATERIALS: CONCRETE BLOCK/STEEL JOIST. mJ,S� 5 and being in Indian River County, Florida. s 1 Containing 60902 square feet (1.3981 acres). Of 7 ao rn rn m Q 0 Cu Lo 0 C a Q c V 1 a-f 1 LO RD OI C W Cm 3 0 NORTHBOUND TRAVEL LANES EXIST. EDGE OF PAVEMENT 100' R.O.W. EXIST. 2' TYPE F CURB & GUTTER.��— I I — _ _ _ _ _ _ _ — � = _ _ _ _ _ — _ _ _ _ _ — — — — — — —h� — — � '��• .--EXIST. CONCRETE MEDIAN EXIST. GRASS MEDIq SOUTHBOUND TRAVEL LANES II II II II EXIST. EDGE OF PAVEMENT II N�RT� II ,1 1 EX 1'\ T. 0 N ST EET PARALLEL PARKING �j1�cON �ti — — �� CONC.c3 - cam _ -- — — 'L r ' n �P1ro1v .. . . .. . . . . . . . 777 Q' . . . . . . . . . . ••N :4 EXIST. 2' CURB &GUTTER. on 3.5' x 5' �� 13 EXIST. 5' CONC. o CONCRETE BROKEN -UP SIDEWALK. 3 �" _ IL BdXES� 1 ASPHALT r--------� PALM m J 6 r--------I I � fz- PALM. y��J C0 pq PALM / ALM 1 STORY L-- / 1 G R A E 1 1 __ - �' 14" a, FRAME BUILDING �£'8b �0 A N Q I BROKEN —UP PALM V FFE = 16.37 I a p I R T 5 4 — — -I SPERRIINKLER }. E i \ - - - - - - - p 4 I v � 1 L------ I 13 — � I 3 PALM Pik 0 12.8• p ASPHALT I----------1 I 0.9' 14' DIRT EXIST. WELL -----� j C N 6' X 6' CONCRETE N PAD WITH WELL IN CENTER 6 9' EXI . 72 EXISTING TREES 3 TO REMAIN o� m t` 1 APPROX. TREE LINE 23-27'12,'E N88 009 E 17.2 ' 72 13 117.00' 14 cV N 15 ,Z'SS { { { { { I { C C C { C { I { I I { I { { 1 STORY CBS I { BUILDING I { FFE=15.45 { { { { { r- - - - - - --I { I STORY I GARAGE I FFE=14.85 L-------J DEMOLITION SCHEDULE O REMOVE TREES AND ROOT SYSTEM. COMPACT AND FILL AREA TO EXISTING GRADE LEVEL O2 SELLER TO REMOVE EXISTING BUILDING AND FOUNDATION O3 REMOVE EXISTING FENCE, SIGN, POST, & FOUNDATION (IF EXISTING PRIOR TO CONSTRUCTION) O4 REMOVE EXISTING POWER POLES AND POWER LINES, COORDINATE WITH LOCAL UTILITY COMPANY FOR NEW LOCATION O REMOVE EXISTING GRAVEL DRIVE AND BACKFILL, PER SPECIFICATIONS © REMOVE EXISTING CONCRETE PAVEMENT AND BACKFILL, PER SPECIFICATIONS O REMOVE EXISTING ASPHALT PAVEMENT AND BACKFILL, PER SPECIFICATIONS DEMOLITION NOTES: 1. ALL WORK TO BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL ORDINANCES OF THE CITY OF SEBAS71AN AND THE STATE OF FLORIDA. 2. WITHIN THE SUBJECT PROPERTY THE INTENT IS TO HAVE A CLEAN CLEAR SITE, FREE OF ALL EXISTING ITEMS NOTED TO BE REMOVED IN ORDER TO PERMIT THE CONSTRUCTION OF THE NEW PROJECT. 3. ALL ITEMS NOTED TO BE REMOVED BY THE SELLER SHALL BE ACCOMPLISHED PRIOR TO THE CLOSING OF THE REAL ESTATE TRANSACTION. ALL OTHER ITEMS NOTED TO BE REMOVED SHALL BE DONE SO AS PART OF THE CONTRACT FOR GENERAL CONSTRUCTION. 4. REMOVE ALL UTILITIES TO EXISTING STRUCTURES WHETHER SHOWN OR NOT. CUT AND CAP ALL UNDERGROUND LINES AT THE PROPERTY LINE. 5. FOR ALL ITEMS NOTED TO BE REMOVED - REMOVE NOT ONLY THE ABOVE GROUND ELEMENTS, BUT ALL UNDERGROUND ELEMENTS AS WELL INCLUDING BUT NOT NECESSARILY LIMITED TO: FOUNDATIONS, GRAVELFILLS, TREE ROOTS, OLD PIPE, ETC. 6. BACKFILL ALL EXCAVATIONS RESULTING FROM THE DEMOLITION WORK TO MEET THE REQUIREMENTS FOR FILL OUTLINED IN THE SOILS REPORT. Ln z w o z LLJ a 01 W U v e_ 0 aa_o z ~ Z w a w 0- H N 00 \ to \ q � o 0 Sec.: 6 T .: 31 South Rge.: 39 East r.�w�e.w�e�lw>!w�..• Design by : SN Drawn by JC Checked by JM m ui W co a; S 1<0 Cn M e� C-) Z C4 w z .0 - - - -.. 17 OWN now 1 IF • .. .J � 0 m 0 -� 0 Q 0 0= W 0 Q 0r Skk+dk RAMP WITH INTEGRAL CAST CURB i axh tjp. o a a.e h AIMr* to .- i rase oars ryw f E-- NORTHBOUND TRAVEL LANES s> „•+� "_ w U.S. HIGHWAY 1 b oZQztn RAMP WITH SEPARATELY CAST CURB p p � UU � �.' EXIST. STORM MANHOLE EXIST. EDGE OF PAVEMENT 100' R.O.W. Irm `rw`e o f e RAMP CURB OPTIONS Q Of M w O EXIST. 2' TYPE F CURB &GUTTER. +' oW O F O 5 E.INV.=6.33 - -� °rr GENERAL NOTES J � W N.INV.=7.69 --- - h� �-EXIST. CONCRETE MEDIAN r? �� I. Pedl+frlanDarn«m,.tin,,.»7„4tlor"+:rev.rmon2ml•..aoatrer°e, z0 � POW nanlrp Shapes shot/ hat *mare /Y0. ROM mast Slop" shall not exceed 0-M. (I S.INV.=7.56 1 - - - - - EXIST. GRASS MEdIAIJ - - ��4�' - - -_ t- - - - �c.IR Q c� p - �-�� curw facilities with sme maft mC flair rlMiad sk*wfltr we to AN* avb � Z O oti'- - - - - - - - - - / [' --' s = r# rams oonshe ofrd d oil thrst Aatrrsecrtons and at Arlwvtr that have ann.d N U O O '� !� 1�. -`-_- '-'- � �-----'}'r-� rrarnt n,-Ira, am r.tems roan .xrnd to m. IJmN prsclbae Ly u,arx Mo. sus p � _ _ _ _ _ to mooaveoabte orb w- rasps. of the a p of each of W, so* heat s7drwv/ks �.-------'�' d �, ra,� than have • klld/nq oohefiated w f„e fop � rash re+p, ire Sheet 3 of J. �- � � Z O Q O -"- J. TM Moaflon aM m/anfatbn of curb aul rarryxs Shah! M as slam M ens pkrm I. If a avb a d rawD is brnted ,ahem podestrkm w mf walk oars" me rump, then the W Uj L� 1-- L,_ LL walk shall lave ft"Mon skpes to The nwo the mkxl°rw sJh" of the transitions -- SOUTHBOUND TRAVEL LANES PLAN VIEW W w o Z o z o II EXIST. 15" RCP - anal m a„b a,t rn,fat ,rNl r•.l rt,w sorbs may b ,sae ,where pW"hlae 5 5 W O W W ra,d not normally ea/k across the rump, see Sheet t of J. W W W W W W S. rw shall have a bctlie surrwo. Pam hW11 s wjolahp velkakr ways Q Q. Q. d EXIST. EDGE OF PAVEMENT eZ/ rave a faw!)s "to" J6'rlda bordorinq tie veblarbr way. TO�1nt R MATCH EXISTING SIDEWALK ELEVATION sorfacts mall be mattnctad by t°xh,Ia, to o dram hat *--dhpj by ate oo 00 00 0 oa r, r` I 11.88 1 A 11.88 "' A (ELEV. 12.50i) w r rap a railer fabavo, �ed rlfn an lapr,r,vnp safaw w stater darn orPSo rn rn a> O - rn wfit ckm fploln rsave, oorweMteno/ m)q°t. 6 expanrk/ad wdal lsfardad) m \ \ \ \ \ \ \ w 3 , ovff M seta/ grarinq. Transition skper are not to have Mctl/t t,.rfaces. to 00 O O 00 � F_ rap beyara the tow aeb or to the extent that no r ihl sedtc» of axb or art and O O O O .- �6 a gti 9a ,�� 1Q �ti h o� NOR1'k t,' l°k.�i.: irtt aura m art m+o w�+«'ma l,'�benps+wed ro fie °nsor°r�ss jwm o i p o A 1�- 12.12 N 2 E X l T. N S T E E T P A R A L L E L P A R K I N G �' E A '�� ATM N �V prNer Is less than S' lap. The exlst siaswalk sAafl be r*mwed to fh° nearest CONC. / /CON N .� V' sectla of sldeaalk Is leas than 9 hop. •- in 111 9 -- -- - ' - - 7 �Rapr M paM transition fat m a the !M extent mat ro rwsalnln0 Sec.: 6 ran k aat,d - . -�� • . 4T - '� 1 s .1 %' . �'- PICTORIAL VIEW Raww. r*o*' cted sidewalks. Mark a moxf ok*ra/ks and ImWW ore fo be paid fen Ts ' "r under m° an/raw Wt Ian for Cowoft Slde lk I-J SY. -� t,�------- ---- - - -1r 1 pr . y� - - /�0 •4 aNsv R T l Af T fOR tR ESE PED£S RAN TR fIC S££ Sit££ I t7F P Drop atria a+d reGmtfnslad ae'M ara fob M fen under the oonlraof snit d for T�j� 31 South. LL«. � the nt asb l.e. Lbna pam � � t" Orb . !F. oanc. GLrb 61aMr ! J LF. I I parr f7YPr-J a�! EXIST. 2' CURB & GUTTER. 12.18 12.18 1 h 13 when a tep.rafr par Item for the reaaw, sad drsao I of exlrflp cub, a,.b and EXIST. 5' CONC. 1 8 12.22 9 9 ,� of rte�dfdewrt'be 'tkProvided the amQanrrat inI'i°DrP0."Ior war n.°Aw °a;b'do ana Rge.: 39 East EXIST. CURB INLET EXIST. FIBER OPTIC LINE SIDEWALK. 7 TOP=11.83 13.78 ,3.78 ,3.78 ,3.78 / F.D.O.T. SIDEWALK RAMPING DETAIL Designb�.. SN.._.;., GUTTER FLOWLINE=11.13 � � y E. INV.(15" RCP)=7.09 \ 13 / I h / N.T.S. Drawn by : JC '�� PROPOSED 10' HIGH ---- ---------- , \ / /� A LEGEND: * MONUMENT SIGN / �1 6 13.76 13.65 \ _._._. (80 S.F. COPY AREA) � B ""�'� � Checked by JM 151 b0 / \ , 13.59 CONST. HANDICAP ACCESSIBLE 13.59 X EXISTING SPOT ELEVATION SIDEWALK ac PROVIDE TACTILE 13.0 m WARNING SURFACEPER A..D.A. L� 12.0 w co 14.73 PROPOSED SPOT ELEVATION j �/ � ) REQUIREMENTS. 11 4 �" a c010 o 15 177 LF ® 0.42% 12.80 rise iz,a w can 'S E XISTING TOPOGRAPHIC CONTOUR 13 rn Cn 13. 13.0 PROPOSED GROUND CONTOUR �\ B to "r^^w DRAINAGE FLOW DIRECTION I 13.89 �� r 13 59 3 PLAN 64 LF ® 0.50% CENTERLINE OF PROPOSED PAVEMENT, I \ CONST. CONCRETE BOLLARDS. o LENGTH, SLOPE, & DIRECTION Q \\`� - 13`� N 1z Ha TRENCH DRAIN i2iap O \ M \` 13.78 / 14.37 14.377 14. 13.78 t`I TOP of GRATE ` a / N I 13.95 14. 13.78 13.78 13.87 9 0� °"97 W 14.28 14.28 , :. Z d- N i 0 0 O O 0 0 0 c7 14.41 14.41 14.41 14.41 Z 14.28 \ W 4 BARS •®6 O.C. .W. CONSTRUCT WATERTIGHT E . TE � aI 5 / PLUG EACH END 14.41 \ SECTION 'A -A' z 13.91 _ p 12 \ 13.81 14.50 14.56 14.50 14 14.41 \ 14.31 \ �a? PAVEMENT TO BE FLUSH 2' 0 �- EXIST. SWALE I ' C `+ / WITH TOP OF TRENCH 7 1 • 8- 1 • 7. o (� CENTER LINE of 8.00' \ GRATE (BOTH SIDES) a WIDE DRAINAGE MAINTENCE EASEMENT OR BOOK 1f19, PACE 2727 PROPOSED COVERS _ SEE NOTES ON GRATED (IXPIRED) 11 6 / 14.31 \ AUTO ZON g/ \ p !D rn 'C7 - --- - - - - ��- -I- ,3.8, \12 AUTO PARTS ORE Q N� 8'. �, 8' Q --- --- -- _ - - ��- 14.41 7,234 S.F. Q o o ° w ' a --- - - - _ \ F.F. ELEV.= 14, 8 0 _ Z W W o l W / 13.8 14.56 ( z 0 0 ;t W w 00 0o CONSTRUCTION INDEX 0 o I \ 14, Z� II o0 o M C 1A A 10 CONST. 85 L.F. OF 3' WIDE CONCRETE VALLEY GUTTER N ' LLI am `•'tor OJ N Z PPAVEMENROPOSED VARY, S ELEVATIONS w PER F.D.O.T. INDEX 300, SHT. 1 OF 1. 6 3 B \ >- U 0- �'- v� TYPICAL T VARY; SEE PLANS co It 13.80 \ 14 0O�_jto O2 CONST. 3' WIDE WALKWAY ACCESS O 2% MAX. CROSS -SLOPE. CT) �\ o (n W Q #4 BARS 0 6` O.C.E.W. rn'o SEE SECTION A -A. 15:4 CV CO 14.06 \ , 14.56 to 1-Moir O cr) 00 - L I Z o Q ►- �• SECTION B B A I OCONST. 5' WIDE CONCRETE FLUME :n �S� O N W TOP OF FLUME \ j 13.79 ` v O o A F.L. OF FLUME-11.4 // 13.99 m N � L1. a 4 1. FRAMES AND COVERS FOR COVERED CONCRETE DRAINAGE TRENCH TO BE NEENAH SERIES R-4990-BX SOLTDONN TYPE O4 CONST. PVC (SCH.40) ROOF DRAINS W/ MITERED END do SPLASH ��' OR EQUAL 4r' a Gti O ) PAD; INV.=11.80 Ir 91E� 12.80 13.88 a C 2 EACH STRUCTURE TO HAVE TYPE 'P' GRATED COVERS O5 CONST. MODIFIED TYPE 'C' INLET (OUT FALL STRUCTURE) 15 THE NUMBER OF TYPE 'P' GRATES VARIES WITH PAVEMENT x. RIM-13.25; 4' WEIR=12.18; 12'x 18` INV.-10.25; TOP OF SKIMMER-13.60 4., / 4 wDTH. x O BOTTOM OF SKIMMER=11.75; CONC. PAD ELEV.=11.40 / 13.0 - \ 4 aPuDrePE x►s FRAMES oAuof w•FOR PROPER FITS OF�cBE o Rs G-1 O X © 60 CONST. 194 LF. - 12'x18` RCP O 0.09X 12.0 \ \ A. TYPE 'P' GRATES HAVE 1/4' SLOT WIDTHS AND ARE ESPECIALLY W ©70 CONST. TRENCH GRATE (50 LF.) W PEDESTRIAN GRATE / 9 11.4 \ APPLICARE FOR AREAS of HEAVY PEDESTRIAN TRAFFIC. RIM-12.18; BTM-10.43(12'x18' INV.); N. do S. END TO BE PLUGGED 4 \ \ 5, CONCRETE TRENCH TO BE CONSTRUCTED UPON A yyy� t� 11 THOUROUGHLY COMPACTED TRENCH BED. W A Q O8 CONST. SIDEWALK RAMP PER MOT INDEX NO. 304, SHT. 2 OF 3; RAMPS R e USE 300o P slCONCRETE. TO HAVE DETECTABLE WARNINGS AND BE SLOPED TO PER MOT/ �\ cJ 3 (�' O O A.D.A. REQUIREMENTS.(12:1 MAX.) / p o.* N D A 0 0 O BACKSLOPE TO MATCH EXISTING GRADE AT PROPERTY LINE. � TRENCH GRATE DETAIL A (SOD AND PIN SLOPES STEEPER THAN 4:1) 117•00 ' ! - 11.4 23'27'12"E w�. 12.0 \ \ N.T.S. W 13.0 \\ RETENTION BASIN CONSTRUCTION Z Q U) o N88'05'09"E \ 5 v 13.0 17.2 OVERVIEW 4 NOTE! ALL CONSTRUCTION WITHIN U.S. 1 RIGHT OF WAY SHALL BE IN 12.0 Retention basin construction procedures and the overall sequence of site construction are two ke © CONFORMANCE WITH THE LATEST EDITONOF F.D.O.T. ROADWAY AND * \ 15 py ad Z TRAFFIC DESIGN STANDARDS. „ 142.00 factors that can control the effectiveness of retention basins. Sub -standard construction methods Z C 04 S23a27 12 E D 9 \ \ or construction sequence can render the basin inoperable prior to completion of site development. r-+ O a \ o 12 14 Since stormwater management systems are typically required to be constructed during the initial (� V/ phases of site development, retention basins are often exposed to poor quality surface runoff. (� I 13 Stormwater runoff during construction contains considerable amounts of suspended solids, 0 A U T 0 Z 0 N E S I T E U. S. 1 organics, clays, silts, trash and other undesirable materials. For example, the subgrade 0 stabilization material utilized during construction of roadways and pavement areas typically -) 26' 9' consist of clayey sand or soil cement. If a storm occurs when these materials are exposed (prior co 0 to placement of the roadway wearing surface), considerable amounts of these materials end up in .� R/W p�L P the retention basin. Another source of fine material generated during construction is disturbed /L surface soil which can release large quantities of organics and other fine particles. Fine particles 3' 3' 3' 12' PROPOSED VARIES 20 of clay, silt and organics at the bottom of a retention basin create a poor infiltrating surface "-' SOD PARKING SOD (Andreyev and Wiseman 1989). p j 10.40 VARIES 10.40 9' 11' CONSTRUCTION REQUIREMENTS Q °° ��N� SOD SEED & MULCH SOD U ^� y� The following construction procedures are recommended to avoid degradation of retention basin +\ EXIST. GRADE 11.0 1�, infiltration capacity due to construction practices (Andreyev and Wiseman 1989): 6.08q I W r N"'1 IgL T.O.B. EXIST. GRADE = 11.Ot ,� / Date 8/11/97 law r'� 1 •"V �w° - _ - 1 A3.¢'> >k a) Initially construct the retention basin to rough grade by under -excavating the basin bottom -�� 13�,:° 59, F g ,� -\� and sides by approximately 12 inches. +� Scale 1 = 20 B �� L74 b) After the drainage area contributing to the basin has been fully stabilized, the interior side 12` x 18' R.C.P. ®o.3sx SECTION eL7-B� BOTTOM slopes and basin bottom should be excavated to final design specifications. The excess soil and undesirable material should be carefully excavated and removed from the pond Pro No.: 286401 m (OUTFALL PIPE) 3' WIDE CONCRETE VALLEY N.T.S. 25 YR.-24 HR. S.J.R.W.M.D. PEAK-12.96 SECTION eD-D' so that all accumulated silts, clays, organics, and other fine sediment material has been �' rn removed from the pond area. The excavated material should be disposed of beyond the a� GUTTER. (SEE DETAIL) F.D.O.T. 100 YR.-8 HR. PEAK=12.89 N.T.S. limits of the drainage area of the basin. a�.. Sheet No. NTRENCH GRATE W/BOLT DOWN c >, t >t PEDESTRIAN GRATES SECTION CSC c) Once the basin has been excavated to final grade, the entire basin bottom should be r"IT` © SECTION A -A deep raked and loosened for optimal infiltration. 3 N.T.S. 0 of N.T.S. d) Finally, the basin should be stabilized with seed and mulch application. 7 0 a-x C �L 10' 8' NORTHBOUND TRAVEL LANES U.S. HIGHWAY 1 EXIST. EDGE OF PAVEMENT 100' R.O.W. EXIST. 2' TYPE F CURB & GUTTER. •EXIST. CONCRETE MEDIAN - - = - - - EXIST. GRASS MEDIAN SOUTHBOUND TRAVEL LANES II II ti II EXIST. EDGE OF PAVEMENT II II II 2' EXISTING 20 FORCEMAIN l m rn LPR 20"x2" TAPPING '~ BE ROTATED 45' ER UTILITY DEFT. bi m m Rl U O L ti 10.4' 20"FM 29' , 10.4' - -EXISTING PROFILE RETENTION BOTTOM o: M O U -CONST. 54 L.F. 2" SCH. 80 P.V.C. FORCEMAIN (36" MIN. COVER) SECTION 1-1- N.T.S. I N I N ,U0) I 1f) 6" INV. 12.60t PROPOSED AUTO ZONE 1 AUTO PARTS STORE 7,234 S.F. F.F. ELEV.= 14.58 e SEE BUILDING PLANS BY ARCHITECT FOR UTILITY LINE CONNECTIONS TO BUILDING W SS 1 11' 3 7 CONST. 3/4" WATER SERVICE 6 W/ HOSE BIBB TO LIFT STATION CONTROL PANEL. _ — — p, w� �� FOR ZD unu0R TO a�, � 24 - 20"FM— COl/N7Y O.R. BOOK _ APPROX. LOCATI O� 20� D I.P FORCE -FAIN (PER INDIAN RIVER COUNTY UTILITIES) 5 S23'2712E 142.00 1 16' 11' PROPOSED BUILDING FF = 14.58 PROPOSED WET WELL RIM = 14.50 BOTTOM = 8.50 F.M. INV. = 11.58 6"INV. =12.25 CONST. 6'x 6' CONC. APRON (4" THICK, 3000 P.S.I.) PROPOSED COMMERCIAL WATER WELL; (PERMITS BY OTHERS), CONSTRUCTED TO MEET STANDARDS FOR A LIMITED USE COMMERCIAL PUBLIC WATER SYSTEM IN ACCORDANCE WITH CHAPTER 64E-4, F.A.C. N N rri N W r 0) 0 00 t1') IIr i0 Z 110 20' WIDE EASEMENT FOR (UTILITIES TO INOLAN RIVER S23''12"E 117.00' 20"FM 27 N88.05+09"E EXISTING 20" FORCEMAIN 17.20' CONSTRUCTION NOTES 1. Boundary and topographic information contained hereon was prepared by Velcon Group, Inc.; Project #97-066 Dated: March 10, 1997 2. All utilities construction shown hereon shall comply to Indian River County Department of Utility Services Water and Wastewater Utility Standards, Jan. 1997. 3. The Contractor is to verify the location (vertical and horizontal) of ail existing utilities, both underground and overhead, prior to start of construction or ordering materials. If any utility conflicts exist between proposed construction shown on these plans and the existing utilities, the Contractor Is to contact the Engineer of Record immediately. 4. All required permits to be obtained prior to commencement of construction. Contractor shall have copies at the job site at all times. 5. All proposed elevations shown hereon are based on a benchmark provided by the project surveyor. 6. This property lies within zone "X", as shown on panel 12012-0077 F dated 7/2/92. 7. All muck or other deleterious materials encountered within the site shall be completely removed and replaced with clean fill material. ! Site preparation and fill materials and methods are to comply with the site subsurface investigation. 8. For waterline and sewerline connections to building, see building plans provided by the architect. 9. Contractor is responsible for restoration of any existing pavement, curbing, utilities, landscaping, irrigation, drainage systems, or other site items damaged during construction. All damaged areas to be restored to original condition or better, or replaced, at the Contractor's expense. 10. Parking spaces shall be identified using the striping and visual contact criteria of the Manual of Uniform Traffic Control Devices (Federal Highway Administration (F.H.W.A.). 11. This drawing is valid only when signed by the Project Engineer and embossed with his seal. These plans, in whole or in part, shall not be reproduced without written consent from Bussen-Mayer Engineering Group, Inc. 12. Contractor acknowledges that, included in the various Items of the proposal and in the total bid price, are costs for complying with the Florida Trench Safety Act (90-96, Laws of Florida). These bid prices are to reflect actual costs for complying with the Trench Safety Act (and the requirements of OSHA). Contractor is to provide the Owner with a list identifying the Trench Safety Measure Description, the Units of Measure, the Unit Quantity, Unit Costs, and Total Costs for each Trench Safety Measure the Contractor proposes to utilize during construction of any phase of this project. This list of Trench Safety Measures and Costs is to be supplied to the Owner with the bid. i i I WATER AND SEWER CONSTRUCTION SCHEDULE 10 CONST. 6" PVC SANITARY SEWER LATERAL ® 1.00% MIN. j Q2 CONST. CLEANOUT (SEE DETAIL, SHEET 7) j 03 CONST FIBERGLASS WET WELL. (SEE DETAIL, SHEET 7) ® CONST 2" SCH. 80 P.V.C. FORCEMAIN; MAINTAIN 36" MIN. COVER Q5 CONST. 20"x2" TAPPING SLEEVE AND VALVE. © CONST. 2" CHECK VALVE AND VALVE BOX 07 CONST. 2" 90- BEND 0 Q 0_ 0_ w 0: Q 0: N O O F- Z w O U � N F- � - w �F�F_ w z w w M x g � OZ F- U o 0_ N M a j a F-- o F- w z ¢ 3 N N U O E O F- w J F- w J J O 03 F. O 0 Z w F- O Z Q F- O w ui w v i U) 0 w z Q w of WLdSWWLd W W W o- Q a- a. W a_ 00 co 00 00 00 00 \ r- r` N N 0 0 00 O O 00 ,� E+ O O fl0 0 r` 0 0 0 O O A Sec.: 6 31 South Rge.: 39 East Design by SN Drawn by JC y Checked by JM Wx � Czjco co a m co ION a� Mama CQ c~.o o O z a W W z C7 �, z Median mWork Area Cc 2640' //40' /000' 500' L 200' Min. Where Other Construction Or L END Maintenance Operations Occur 2 CONSTRUCTION Within One (l) Mile, Signs To Be Omitted And Signing To ROAD RIGHT LANE RIGHT LANE Be Coordinated In Accordance CONSTRUCTION CLOSED IC500FT LOSED With Index No. 600 1 MILE ± MILE2 Cones Or Tubular Yorkers At 25' Centers And Maximum Spacing Between Devices (FT.) . To Be Type I Or Type II Barricades OrVertical Panels Equal To The Speed Limit (MPH) But Not Greater Or Drums At 50 Centers For First 250 ,Thereafter Than 25' For Cones Or Tubular Yorkers Or 50' Cones Or Tubular Yorkers At 50 Centers And For Type I Or Type II Barricades Or Vertical Type I Or Type IT Barricades Or Vertical Panels Panels Or Drums. Or Drums At /00' Centers. SYMBOLS ® Work Area Sign With 18" x 18" (Min.) Orange Flag And Type B Light 0 Type I Or Type IT Barricade Or Vertical Panel Or Drum (With Steady Burning Light At Night Only). Tubular Yorkers May Be Used During Daylight Only. Type I, Type II Or Type III Barricade Or Vertical Panel Or Drum (With Flashing Light) [� Work Zone Sign roe Advance Warning Arrow Panel GENERAL NOTES TYPICAL APPLICATIONS I. Work operations shall be confined to one traffic lane, leaving 8. L (min.) = Length of toper in feet: the adjacent lane open to traffic. = WSfor speeds k 45 mph Pavement Resurfacing = WSPfor speeds s 40 mph Pavement Repair 2. All vehicles, equipment, workers and their activities are 60 restricted at all times to one side of the pavement. Where: Utility Work W = Width of lateral transition in feet Bridge Repair J. The first two warning signs, each side, shall have a /8" x 18" (min.) S = Posted speed limit (MPH). Guardrail Work orange flag and a Type B light attached and operating at 9. Arrows denote direction of traffic only and do not reflect all times. pavement markings. 4. All signs shall be post mounted if the closure time exceeds /0. Longitudinal dimensions are to be adjusted to fit field CONDITIONS 12 hours. conditions. See Index No. 600. WHERE ANY VEHICLE, EQUIPMENT, 5. On undivided highways the median signs as shown are to be omitted. 1l. When work is being performed on a multilane undivided roadway WORKERS OR THEIR ACTIVITIES 6. When work is performed in the median lane on divided highways the thesigns normally mounted in the median (as shown) shall be omitted. ENCROACH ON THE LANE ADJACENT barricading plan is inverted and left lone closed and lone reduction TO EITHER SHOULDER AND THE signs substituted for the right lone closed and lone reduction signs. ' /2. When a side road intersects the highway on which work is AREA 2 OUTSIDE THE EDGE OF being performed, additional traffic control devices shall The some applies to undivided highways with the following exceptions: pP Y 9 p • be erected �n accordance with other applicable TCZ Indexes. PAVEMENT (a) Work shall be confined within one median lane. (b) Additional barricades, cones, or drums shall be placed along the centerline /J. For general TCZ requirements and additional information abutting the work area and across the trailing end of the work area. refer to Index No. 600. When work on undivided highways occurs across the centerline so as to encroach on both median lanes, the inverted plan is applied to the approach of both roadways. 7. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. TRAFFIC CONTROL THROUGH WORK 70Nf5 MULTILANE, DIVIDED AND UNDIVIDED c RURAL NIGHT OPERATIONS OR OPERATIONS EXCEEDING ONE DAYLIGHT PERIOD Z r 0 Q u �Q N A Sec.: 6 y Twp.: 31 South Rge.: 39 East Design by : SN Drawn by : JC Checked by JM m aCO CO co CQ CU z Ix w w z z Ww �z aw a o b 0 w HEAVY DUTY CONCRETE SPECIFICATIONS: - arrsdron or Ind Engffwr. Woven Filter Fobrk M Absence Of' I w 5 A A A i I I I I EafaWianed Gross (Anprox. !2' x t2'). 6" I.D. PiPE 2 x 2 x 1 /8 STEEL woad man Prooad er shwr pro Severs Edges By Erdrsnchinv OA 8" THICK, 3,000 P.S.I. NONREINFORCED CONCRETE TUBE GATE FRAME ( I I I I `a 7 -1/4" F a ed � UAWrwm Exte�e under Bogs aye Sofas. F ro 0 q GATE POST O.D. TUBE SW Mad The Rwlrw&)Os Of WELDED JOINTS III I I I Sectro, 985 Or The Sfondard SAW CUT LATERAL JOINTS 1 /4"xl -3/8" AT 15 FOOT A COLLAR BALES BACKED BY FENCE Sand Bogs Speolrkotlom cost Of Fobrk To Be ►- �- 5' Yin. MoWad In The Cootroot Unit f r O O INTERVALS AT 11' FROM PERPENDICULAR. NOTE: I I I ( I I °,g FIELD For Boled Hoy or straw, TN. 0 0 PAINT ALL GATE FRAMES WELDED .. ... ...... .. .. �` EXPANSION JOINTS REQUIRED WHERE DAILY POUR ENDS. 6 NOM. I.D. a d AND PIPES RED GATE POST FILLED TO GATE um)rs Of Cansirwt7on �i is` So On Cenfere ! Trc.) Looms son Pkosd er Sher And uonry Loose Solt Pkvad By Slmol And uonty SAW CUT PATTERN TO BE APPROVED BY ENGINEER PRIOR POST �{ As Rewired c� Cara mW Abnv The upstrsae Edge Confooted AWV The upstream Eage or Sofas. TO POUR. WiTH CONCRETE i I " _ • I • • • PLAN ROUNDED TOP I I I i ■ - sLrt Barrier ��• PLAN \ \ W 6 MIN. • " SEE BOLLARD DETAIL I I I I I ( I i ' 50' Max W Mtx• PLAN 0 F' SAW CUT LONGITUDINAL JOINT 1 /4 xl -3/8 AT CENTERLINE M Andor Bdw WLM e - e x r x r overran Eros N d OF STREET. I I I I I I I I States Per Sate. Ron Post \\ q LLi CANE BOLT (_I--I� Fnr Sboe J 0 0 © 8" SUBGRADE STABIUZED TO 98% MAXIMUM DENSITY, T-180, SEE DETAIL Sod plfdr Liotton ldet L.B.R. 40 MIN. �� _- - d -- - " f Yedron DI" ELEVATM Yln. Rxmma/d«r� 13' 7Yn] r Hin. Raamn,e�d See.: •Ej 1 -6 (T •) - - To BE USED AT SELECTED SITEs WHERE THE }-' i Ditch Mcnor Top Boles To Laver Bolas With P - Y' x r x 4 slates Per We. Andror Bolas WHh �} Crass Drain-� � y silt BorrlK NATURAL GROUND SLOPES TOWARD THE TOE OF SLOPE AfaMr Lower Bales W!M ELEYA771?IV statas Per Sale. �I EL�yATiOiN x t' SMtes Per tia/s l+wP_: 31 SOLltrl HEAVY DUTY CONCRETE SECTION- GATE DETAIL FOR DUMPSTER ENCLOSURE 1•'t' N.T.S. N.T.S.pplkat7m and srxacinp Tlx use of Tyy� I i Jr Lw/e Lforrleri shaid be Nne7ted a the 1'-0" HAND RUBBED DOMED anoirrow ouff1w M CnvrtZ Shael I of J, wax No. M Rge : 39 East ----- TrPEr Erl#W Stir Bowler Sofas To Bun r Bofee�le 2 - ly x 2' x t' TYPE • . 5D' Yox. 50' Max.V�•• N DIAMETER TOP TO ALLOW FOR PIPE GUARD 18'-0" CLEAR -'� -tea BARRIER FOR UNPAVED DITCHES A WATER RUN OFF Sod PLAN Loose SOIL PWad By Sr,ovef Aro L"ffy Design by SN DET. 7/C1.2 5-0" 81-0" 5'-0" Urnna Of CaWrncfkn 6 rr QvrMcted Abrp The Upstreosr Edo" Or Sofas. 6' HIGH WOOD , �- .ee�,�i•-` i j` CONCRETE MUST BE m w I. • . 1 VIBRATED INTO PLACE SCREEN WALL D/TLH INSTALLATIONS AT DRAINAGE STRUCTURES Drawn by JC -a, A- .. « A ENCLOSURE �' EaVATION 7 ' - - ' - - � • - SEE DETAIL a TO BE USED AT SELECTED SITES WHERE THE Checked by JM I FINISH: HAND RUBBED TRASH TRASH NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE CONCRETE BOLLARD 15/C1.2 - C) CONCRETE DUMPSTER � m z~ 6-8 CY 6-8 CY o CONCRETE BARRIERS FOR FILL SLOPES 14 CO ° ELASTOMERIC CAULKING 6 I.D. STEEL - CURB 8 i :: �I,.. AT BASE (GRAY} POST00 EROSION CONTROL NOTES: cr � e C 1.) SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS 8.) SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, CONCRETE WALK 0- -� I I AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE DITCH, OR CHANNEL. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE cta �a �_ I AT ( CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING ACTIVITY AND DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT LADEN CONCRETE SPECIFICATIONS: - - ` , �` SHALL BE MADE FUNCTIONAL BRFORE UPSLOPE LAND DISTURBANCE WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED 15.4' TAKES PLACE. OR OTHERWISE TREATED TO REMOVE SEDIMENT. AO 6" THICK, 3,000 P.S.I. NONREINFORCED CONCRETE -A - WOOD GATES v T SEE DETAIL I Z 10.4' S 2.) ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS 9.) WHEN WORK IN LTV£ WATERCOURSE 1S PERFORMED, PRECAUTIONS SHALL BE TAKEN SAW CUT LATERAL JOINTS 1/4"x1-3/8" AT 15 FOOT �, i a � �� FOUR #4 WITH " AT THE TIME OF CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE �t e 0 INTERVALS AT 11' FROM PERPENDICULAR. �- %3 TIES AT 12" 12/C1.2 8 CONCRETE SLAB W/ 15 o OR DISTURBANCE OF EXISTING SURFACE MATERIAL ON BALANCE OF SITE. PERIMETER WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. z • • . ON CENTER I MIN. FULL WIDTH APRON ! �� 2' SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT SEDIMENT OR TRASH FROM A- tL FLOWING OR FLOATING ON TO ADJACENT PROPERTIES. 10.) PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES W • IN FRONT OF DUMPSTER PAVEMENT EXPANSION JOINTS REQUIRED WHERE DAILY POUR ENDS. i FOUR #3 - - - - ' MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS ACCOMPLISHED. EACH WAY TTT�'T I SLOPE 1% TO DRAIN (SEE I '` 1, 3.) PERMANENT OR TEMPORARY SOiL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS THE DEVELOPER ,OWNER, AND/OR CONTRACTOR SHALL BE CONTINUALLY z SAW CUT PATTERN TO BE APPROVED BY ENGINEER PRIOR HEAVY DUTY PVM'T SPEC'S.) ,�tA 1�0 WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN 7 DAYS TO DENUDED SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY. TO POUR. 3'-1 z LAREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR MORE � W SAW CUT LONGITUDINAL JOINT 1/4"x1-3/8" AT CENTERLINE NOTE: BOLLARDS TO BE FORMED FROM SONOTUBES I THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT 11.) WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS, ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR. PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING LC OF STREET. REFER TO SHEET S-1 FOR BOLLARD LOCATIONS ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC DUMPSTER LAYOUT 4'-0" 4.) DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES SHALL BE STABILIZED ROAD SURFACE WiTH CURBS AND GUTTERS, THE ROAD SHALL BE CLEANED THOROUGHLY ©8" SUBGRADE STABILIZED TO 98% MAXIMUM DENSITY, T-180, 1/2"R OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE AT THE END OF EACH WORKING DAY. SEDIMENT SHALL BE REMOVED FROM THE L.B.R. 40 MIN. 2'R. FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL (� BOLLARD SECTION- STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENTL aw N.T.S. a 3"R. SITE, BREVARD CO. CODE CHAPTER 14 SEC. 20.17 SHOULD BE CONSULTED FOR IS REMOVED IN THIS MANNER, THIS PROVISION SHALL APPLY TO IN01ViDUAL SUBDIVISION 0 1.5`00 o PROTECTION OF STOCKPILES FROM WIND. LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES. a CONCRETE SECTION - - - = , 2.) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED N.T.S. -�- S.) A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT ' + OTHERWISE PERMANENTLY STABILIZED. WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OF AFTER THE TEMPORARY MEASURES N.T.S. ��AOID\r 8" S-8" 8" �4" ARE NO LONGER NEEDED. 5 5'-0"411 6) WILL BEAFTER INSPECTED NSPENY ICTEDCFOR NANT ATEGRITY. ANY MDAMAGENT ED DOEVICESHAL STRUCTURES 13.) PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITES SHALL BE 'd 6' BE CORRECTED IMMEDIATELY. PROTECTED FROM SEDIMENT DEPOSITION AND EROSION. PER PLAN N RAMPP p5 6`x6" N0. 10/10 W.W.M. 7.) CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FiLL SLOPES 14.) EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT INDEX No. 101, 102, AND 103 OF FOOT ROADWAY AND TRAFFIC DESIGN STANDARDS. 1/4':1' SLOPE MIN. NOTEI USE 3000 P.S.I. CONCRETE (MIN.) CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE. • AWAY FROM BUILDING A -,• L .. d.. �• • • A' a' ' �A N 45' • SIDEWALK FOOTER NOTES: f� 1. USE 3000 P.S.I. CONCRETE. 2. THIS DETAIL IS FOR SIDEWALKS LOCATED ADJACENT TO PARKING. ALL OTHER SIDEWALKS TO BE 4" THICK AND WILL NOT REQUIRE A FOOTER. CONCRETE SIDEWALK DETAIL 0 N m LT rn �i 0 N c 0 7 LO LO l co CU Cn C w of a a N.T.S. 9' STANDARD SPACE 1.5' 6' 1.5' a 0 t- � L w Lr 0' N w of U 0 0 HAND, 12' HANDICAP SPACE 3' 1 6' 1 3' a 0 LN w w v Z 0 0 12 � HANDICAP PARKING SPACE 4" BLUE STRIPE (TYP) HANDICAP 4"WIDE DIAGONAL STRIPES PARKING PAINTED WHITE; 2' ON CENTER SPACE 4" BLUE STRIPE (TYP) ��- 4" WHITE STRIPE (TYP) P RAM-P/STRIPING DETAIL N.T.S. HANDICAP SIGN AS REQUIRED BY �12"...I LOCAL AND STATE ORDINANCES I MOUNTED ON FACE OF BUILDING /4 CONCRETE FLUME DETAIL N.T.S. 2,-3 5/8" 0 N n 7/8" DIA. HOL N cc) 12 N :Onc. Pod TYPE C Straight Bors 2"x 3/16" Reticullne Bors I //4" x 3/l6" 8" r t_r v► rrurrrrrrulrr �,;immer Bands I l/2" x l/,t Approx. Weight TOO Lbs. 5 3/4" 5 3/4" 2'-� Aluminum Skimmer SKIMMER TOP "/3.60 I INLET TOP A /3.25 64 ONLY --L 4" WEIR ELEV. A 12.18 Grate a VIOLATION FINE SIGN 2„ CI• BOTTOM OF SKIMMER =H.75 3 See Plans for Inlet Depth 2" SQUARE TUBE WITH r `" CLOSED TOP. TO BE USED C-' CONC. PAD/RETENTION BIM. -1I.40 o ONLY IF SIGN IS NOT 12"X 0'R.C.P. INV. A9.95 1'IV Ln BUILDING MOUNTABLE #4 Bors to (0 Q :• o � 8"\O CONCRETE FILLED POST HOLE NOTE: ADDITIONAL SIGNAGE MAY BE REQUIRED (FINES, ETC.) CHECK WiTH LOCAL GOVERNING AUTHORITY l2" Ctrs. SECTION TYPE C Recommended Maxlmum Pipe Size: 2'-O" Wall -IS" Pipe 3'-l" Wall-24" Pipe NOTICE* Steel Grates Are Requtred On Inlets With Traversable Slots And On Inlets where BkWle Trafflo Is Antl0pated. OSION CON N.T.S. 12" \ 6A o 15.) ALL TURBIDITY, EROSION AND SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE W WITH "BEST MANAGEMENT PRACTICES" AS DESCRIBED IN THE FLORIDA LAND DEVELOPMENT MANUAL: C A GUIDE TO SOUND LAND AND WATER MANAGEMENT. i6.) ALL GRATES ARE TO BE WRAPPED WITH FILTER FABRIC DURING CONSTRUCTION AND PLACED •' (AND MAINTAINED) IN THIS CONDITION UNTIL ALL CONSTRUCTION IS COMPLETE AND C Cl) ACCFPTFn RY RRFVARn C(NINTY to 0 00 "' w L DETAILS 18"-3/4" ' ROD CONCRETE N.T.S. TOP OF WALL ELEVATION SEE SITE OR GRADING PLAN 4x4 TREATED PINE POST 8'-0" O.C. MAX. SPACING 1x6 SQUARE EDGE CEDAR FENCING TREATED 2x4 PINE HORIZONTAL FRAMING FINISHED GRADE VARIES SEE GRADING PLAN 12" 0 HOLE FILLED WiTH CONCRETE (WOOD) SCREEN WALL DETAIL N.T.S. W C vo a A.., 6z �10 NOTE: EE--+ C V~I d �' CONCRETE SHALL BE 3000 PSI 28 DAY STRENGTH W 9' X 20' PARKING SPACE, WHEEL STOP, A s �3' FROM TOP OF SPACE TO FACE 12" OF WHEEL STOP 0p c U LU •0 STOP DETAIL ° Cn0 i �z V. : ,7 7- , i i 90° BEND 45° - 22�° - 114 ° BENDS POLYETHYLENE NT IN A OF PL(1�(�j�j``//\/ SQUAR (TYP.) \ �\ • . , , " // /\/ D D •� D D �\ m en C) m Cu U C�l L CROSS WITH PLUG TR NCH \ 1I UNDISTURBED E EARTH TYPICAL SECTION NOTE TEE WITH PLUG A A LATERAL 1. POLYETHYLENE (VISQUEEN OR EQUAL) SHALL BE PLACED BETWEEN CONCRETE AND PIPE.(MILLAGE TO BE DETERMINED BY IRCDUS). THRUST BLOCK SCHEDULE PIPE SIZE HOLD DIMENSIONS 150 P.S.I. TEST PRESSURE 90• 45• 22 1/• 11 S'; LAT. TEE PLUG INCHES E MIN, B A A A A A A C D E 4 10, 7' 10, 6' 3' 3' 7' 7' 10, 7' 8' 6 16' 10, 15' 8' 4' 4' 10, 10, 12' 10' 8' 8 20' 14' 18' 10' 5' 5' 14' 14' 14' 14' 12' 10 28' 16' 24' 14' 7' 7' 16' 16' 16' 16' 14' 12 30' 20' 26' 16' 8' 8' 20' 20' 16' 20' 20' ASPHALTSURFACE-FINISHED GRADE 36' SQUARE 24' X 24' X 6' THICK CONCRETE PAD AT 24-SQUARE EACH VALVE BOX WITH (1) - NO, 3 0 CONTINU OUS. (SHALL BE 36 X 36 IF ' LOCATED IN TRAFFIC WAY.) zo 101 • • ' .: • • e • CONTIN: ... e e • CONCRETE FDONEPAD LIMEROCK SLIDE TYPE BASE VALVE BOX SLIDE TYPE VALVE BOX �Q�Q TYPE I TYPE II POLYETHYLENE O (VISQUEEN CAST IRON STAY -PUT COVER OR EQUIVALENT) RAISED ERS MARKED, 'WATER' LASTAPPLICABLE j OR j 24' MAX, 'SAN, SEWER' AS APPLICABLE NOTES 1. THRUST BLOCKS SHALL BE POURED AGAINST UNDISTURBED MATERIAL, : • • ' •• ' • , _ , WHERE TRENCH WALL HAS BEEN DISTURBED EXCAVATE ALL LOOSE MATERIAL AND EXTEND THRUST BLOCK TO UNDISTURBED MATERIAL, 2. ON TEES AND BENDS EXTEND THRUST BLOCK THE FULL LENGTH AND PUT WOOD BLOCKING IN FRONT OF ALL PLUGS BEFORE POURING CONCRETE. 3. ALL WOOD UTILIZED FOR FORMS SHALL BE CREOSOTED 12 LB. EMPTY CELL PER LATEST REVISION UNITED STATES FEDERAL SPEC. T T W - 556, OR PRESSURE TREATED LUMBER, 4. BACKFILL SHALL CONSIST ENTIRELY OF CLEAN SAND AND SMALL ROCK FRAGMENTS. ANY MUCK FOUND AROUND THE EXCAVATION SHALL BE REPLACED WITH COMPACTED ACCEPTABLE MATERIAL. 5. ALL THRUST BLOCKS SHALL BE CAST IN PLACE WITH 2500 P.S.I. CONCRETE, 6. ALL PIPES GREATER THAN 12' IN DIAMETER SHALL HAVE RESTRAINED JOINTS IN ACCORDANCE WITH RESTRAINED JOINT SPECIFICATION DETAILED IN SECTION 13, 7. PIPES SMALLER THAN 4' SHALL USE THRUST BLOCKS SIZED FOR 4' PIPES, CONTROL PANEL, MOUNTED ON 316 S.S. POSTS (SCH. 40) CONST. 3/4" WATER SERVICE WITH HOSE BIBB TO CONTROL PANEL. SEE PLAN VIEW, SHT. 4 HINGED AND LOCKABLE OF SUMP NOTE: METER BOX IS TO 24"x36" ALUMINUM OR STEEL LOCKABLE OR HANDLE OF ACCESS COVER PLUG VALVE TO BE REMOVED SS CABLE RACK 7 OR HANDLE OF PLUG VALVE TO BE CHAINED AND LOCKED METER BOX ENCLOSURE W/LID ---\ SUMP ID 48" (4'-0") RESTRAIN ELBOWS AND CROSS (TYP.) 2" PVC PLUG VALVE 2" SCH. 80 P.V.C. FORCEMAIN r-2" 90• BEND `— A 2" PLUG VALVE NIPPLE WITH A QUICK DISCONNECT CAM -LOCK DUST AND CAP SHALL BE INSTALLED ON THE PUMP STATION DISCHARGE AS AN EMERGENCY BYPASS 2" PVC PLUG VALVE 2" BRONZE CHECK VALVE 1-1/4" VENT WITH STAINLESS STEEL BUG SCREEN TYPE I PROVIDE EXTENSION AS SHOWN NOTES. 1, SEE TRACER WIRE DETAIL. TYPE II VALVE BOX DETAIL N.T.S. NOTES w > 0 1. VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER AND YELLOW FOR FORCE MAINS. z F 1 WATER TIGHT JOINT GENERAL NOTES: RIM EL = 14.50 t° 1. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS MUST MEET ELEV. = 14.00 INDIAN RIVER COUNTY UTILITY STANDARDS. 2. THE ENGINEER OF RECORD SHALL NOTIFY THE COUNTY INSPECTOR OF THE LIFT STATION COMPLETION AT LEAST FIVE WORKING DAYS PRIOR TO SCHEDULING OF LIFT STATION START UP TO ALLOW 2" SCH. 80 P.V.C. FORCEMAIN FOR FINAL INSPECTION. RACK AND FLOATS TO BE ELEV. PLACED SO AS NOT TO 11.75 ELEV. = 3. NO SOLVENT WELD JOINTS ARE PERMITTED, ONLY GASKETED JOINTS. BE OBSTRUCTED BY THE 4.37" FILLET 6" P.V.C. INV. = 12.30 I 2" BRONZE CHECK VALVE HIGH LEVEL ALARM EL. = 12.10 CONST. 2" DRAIN WITH "P" TRAP CONSTRUCT PRIVATE LIFT STATION — d a 2' NPT FLANGE USE ABS DUPLEX PUMPS MODEL M46 2 6.2 HP 208V 3 PHASE OR APPROVED 0 LAG ON � 1 1 2 - 2" DIA SCH 40 TYPE 316 EQUAL) WITH ONE AND A QUARTER INCH 1-1/4') DISCHARGE, 36(GPM, 130 FT. TDH. BODY BRASS((TAPERED) I EL. 12.10 (n 0 STAINLESS STEEL GUIDE PIPE USE A 48' DIAMETER BY FIVE FEET (5'-0�) DEEP DUPLEX SIDE DISCHARGE FIBER- 0 0 GLASS BASIN. USE A STANDARD THREE FLOAT CONTROL DUPLEX CONTROL �� 1• PANEL WITH ADDITIONAL EQUIPMENT INCLUDING ALARM BELL AND LIGHT, AD ON LIGHTNING ARRESTOR, ELAPSED TIME METERS, AND EMERGENCY GENERATOR EL.. 11.60 , c " RECEPTACLES. EQUIP THE FIBERGLASS BASIN WITH AN ANTI -FLOTATION 2 - 2 DIA. SCH. 80 P.V.C. PLATE. FIBERGLASS BASIN COVER IS TO HAVE LOCKABLE ACCESS DOOR DISCHARGE PIPES AND BE EQUIPPED WITH A ONE AND A QUARTER INCH (1-1/4") VENT FLANGE. THE .a I N BASIN IS TO HAVE A RIM ELEVATION = 14.50, INVERT ELEVATION = 12.30, BOTTOM PIJIMPS OFF 1 .4 2 - LIFTING CHAINS OR CABLES ELEVATION = 9.50, PUMPS OFF FLOAT ELEVATION = 11.50, LEAD PUMP ON FLOAT ELEVATION = 11.60, LAG PUMP ON AND HIGH LEVEL ALARM FLOAT EL. = 11.50 1-1/4" x 2" INCREASER ELEVATION = 12.10, FORCEMAIN SHALL EXIT THE BASIN AT ELEVATION = 10.83. BACKFILL AROUND THE BASIN IS TO BE COMPACTED TO 98% OF q o CONCRETE BALLAST (TYP.) MAXIMUM DENSITY AT OPTIMUM MOISTURE. CARE IS TO BE TAKEN TO PREVENT DAMAGE TO THE BASIN, WHEN COMPACTION EFFORTS ARE UNDERWAY. PIPE AND FITTINGS INSIDE THE BASIN ARE TO BE EITHER BRASS, SCH. 80 P.V.C. OR STAINLESS STEEL. ALL HARDWARE TO BE 316 S.S. EL. = 9.50 ° CONTRACTOR IS TO VERIFY AVAILABLE VOLTAGE AND SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING EQUIPMENT. ADDITIONAL CONTROL PANEL EQUIPMENT: ANTI FLOATATION PLATE HOA SWITCHES, NEMA 1 DEAD FRONT, 2-110 VOLT RECEPTACLES, ELAPSED INSTALL CONCRETE FILLET AT 1:1 SLOPE TIME METERS, ALTERNATOR "ON -OFF" SWITCH, MAIN CIRCUIT BREAKER, (USE 3000 P.S.I. TYPE II CONCRETE) CIRCUIT BREAKERS FOR; EACH PUMP, CONTROL CIRCUIT, RECEPTACLES. INSTALLATION IS NOT TO INTERFERE TERMINAL STRIPS TO BE NUMBERED. EMERGENCY GENERATOR RECEPTACLE WITH PUMPS, PIPING, FLOATS, ETC. IS TO BE EQUIPPED WITH A INTERLOCKING CIRCUIT BREAKER PREVENTING CROSS CONNECTING OF LINE VOLTAGE AND GENERATOR VOLTAGE. LIFT STATION DETAIL. N.T.S. ^z VAwt bUx I-' AU U L I AIL N.T.S. i TOP OF CAP TOP OF CAP 4' CAP AT GRADE AT GRADE q• CAP (TYP.) (TYP.) PROPERTY LINE $DF ROAD ELEVATION jF'R WN ❑AD PROPERTY 4' CLEANOUT MIN: SLOPE 1/4' PER FT, LINE m STAND PIPE USE GREATER SLOPE 4' CLEANOUT WHERE POSSIBLE STAND PIPE I 6' X 4' b' X 4' SWEEP ELEVATION - DETERMINED SWEEP 6' CAP DEPTH TO BE IN THE FIELD AS REQUIRED TO 4' CLEAN OUT SINGLE SERVICE AVOID UTILITIES, (TYP.) STAND PIPE TYPICAL I DOUBLE SERVICE USE COPPER WIRE TYPICAL F❑R LOCATION STANDARD 'Y' BRANCHES 6' 4' CLEANOUT TO BE LOCATED IN THE FIELD I INSTALLED PLUG (TYP) J J p p -� (10 o z w 0 0 H U z a U Z J J 0 < o w in \ 0 4 F W z z z < 3 a � F-F� < < 0 0 U) � � f- o z Q J _1 J � � Z - 5 w w w w w Q� W_ fy- CL C- M M 0) 0) m \ (N 0 00 00 \ Ey d 0 0 CO 0 0 A . '' , Sec.. 6 Twp.: 31 South Rge 39 East Design by SN Drawn by JC Checked by JM QD W CO co co 0 ct� CQ C-) ..; o O z w W W z c7 tiW a� z vp o a 213. USE COPPER WIRE - FOR LOCATION } _ `4' CLEANOUTLi f 6' BENDS AS z b PROPERTY 6' REQUIRED -� O LINE f OF SEWER MAIN TO BE 6' DOUBLE 'Y' ❑N J OF STREET UNLESS �,� 6' OTHERWISE SHOWN ON PLANS a.' v w w z PLAN VIEW 0 co� NOTE w ® d a I s SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6' IN DIAMETER, a a 2. USE COPPER WIRE LAYED ON TOP OF PIPE FOR LOCATION PURPOSES. 3, ALL LATERALS TO BE PVC (SDR35) AS SHOWN. a V' o a � � (SHALLOW SEWER) °z STANDARD LATERAL E-. o N.T.S. A w z C4 RECESSED NUT O 0 THREADED BRASS U W o CLEAN -OUT COVER (WATER TIGHT) a I O //X� w W 2" MIN. 24 A Q F U) 0 " It 3000 PSI CONCRETE Z (POUR CONCRETE AROUND O W BRASS CLEAN -OUT) , ' • ', 04 z N I71 a• x .o a 6" P.V.C. E-+NP o �'• TOP VIEW w W1'E-TEE O COMBINATION U 6' MAIN Date 8/11/97 SECTION Scale 1., = 20' CLEAN -OUT DETAIL N.T.S. Pro i. No_ . 286401