The URL can be used to link to this page

Home My WebLink About2001 10 22 Public Hearings E Third Reading - Ordinance 2001-50 Additional Regulations of Off-Premise Signs/Billboards ''. . C(JMMlSSION AGENDA ITEM E Consent I nforn13tional Public Hearing X Regular October 22,2001 Meeting . f;#Jt!11n/6 r Mgr. / Att. / Oept. REQUF.:ST: The City Manager and CiLY Attorney present [0 the City Commission for the third reading and lillal adoption of Ordinance No. 200 I-50 that would establish additional regulations of off-premises signslbillboards, . PURPOSE: The purpose of the Agendnltem is to request the City Commission to consider Ordinance No, 2001-50 which would amend the City Code to provide additional regulations on off-premis~s signs by strictly prohibiting new off-premises :;igns Dnd providing for the protection of existing lawful signs, APPLfCARLE LA W AND PUBLIC POLICY: Section 2(b), Article VIII of the State Constitution provides ffiUJlicipalitics with the authority to exercise municipal powers. Municipalities may consider the aesthetic impact of outdour off- premises signs when enacted regulations. See City of Lake Wales \I, Lamar A dvertisillg Association of Lake/and, Florida. 414 So.2d 1030 (Fla, 1982) and Lnmar-Orlando Outdoor Advertising v, Cify of Ormond Beach, 415 So.2d 13 I 2 (Fla. 5th DCA 1982) Section 166,041 (3)( c), Florida Statutes, requires two (2) advertised public h~afings or this Ordinance, Third reading will be the second advertised public hearing. The aesthetics of a community are found to be a compelling governmental interest and the facL that olf-premise!> !>igns regulations may have an adverse impact upon such a business, there is no legal . Page I of 2 .;',,,... . consequence to the same. See City a/Sunrise v. D. C./I. Homes. Inc., 421 So.2d 1084 (Fla. 4th DCA ] 982) CONSIDER-\. TTOi"S: (A) The City Commission by way of ordinance chose to regulate off-premises signs in 1974, such ordinance is codi fled in Section 19-17 of the Code of Ordinances, (R) Section 111-77 (lfthe Code oi'Ordinances provides for the permitting of off-premiseslbillboards as a mutter of right in industrial and commercial zoning classifications, (C) Seminole County has recently enacted legislature which will prohibit any new off-site premises/billboards from being wnstructed or placed within the unincorporated portion of Seminole County, as such, municipalities within Seminole County may receive an increase in the number of permitting request for billboards. (D) lhe enactment of Ordinance No. 2001-50 will provide the City Commi~~ion with the ability to protect the property rights of the o,^,ners of existing off-premises signs, while continuing to protect and preserve the character am) <1ppearance of the City of Winter Springs, by lessening the congestion in the streets, and maintaining a positive and visually pleasing atmosphere for those traveling the roadways [hrougilout the City. . OPTIONS: . STAFF RECOMMENDA nON: The City Manager and City Allomey recommend approval of third reading and final adoption of Ordinance No, 200 I-50. ATTACHMENT: Ordinance No. 2001-50 COMMISSION ACTION: F.\llI.X:.s\City of Wimer Sprin&,lAgcnda\l:lillboaJd OrJin:ll1~c-OuTdoor rremi~cs 200 1-50-2nd.wpd Page 2 of 2 Sent By: BROWN,WARD,SALZMAN&WEISS,P,A.; 407 425 9596; Oct-17-01 4:36PM; Page 2 ORDINANCE 200J-50 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, FLORIDA, AMENDING CHAPTER 16 OF THE CODE OF ORDINANCES, ENTITLED SIGNS AND ADVERTISING, PROVIDING FORAN AMENDMENT TO SECTION 16-77ENTITL.ED OlJTDOOR DISPLA YIBILLBOARDS--OFF-PREMISES SIGNS; PROVIDING FOR L~CISLA TIVE FINDINGS; PROVIDING }'OR A LIMITATION ON THE NUMBER OF OUTDOOR OFF-PREMISES SIGNS; LIMITING THE NUMBER OF OUTDOOR OFF-PREMISES SIGNS TO THOSE EXISTING ON THE EFFECTIVE DATE OF THIS ORDINANCE; PROVIDING FOR DECREASES IN THE LIMIT DUE TO THE REMOVAL OF OUTDOOR OFF-PREMISES SIGNS UNDER CERTAIN CIRCUMSTANCES; PRO\1DING FOR A LIMITATION ON THE NUl\fBER, SIZE AND ORIENT A TION OF OUTDOOR OFF-PREMISES SIGNS FACES; PROVIDING FOR THE RECONSTRUCTION OF OUTDOOR OFF-PRE1\fTSES SIGNS DESTROYED OR DAMAGED BY FIRE, FLOOD OR SJl\ULAR CASUAL TY LOSS; PROHIBITING REMOVAL OR TRIMNIING OF VEGETATION AND TREES IN ORDER TO ENHANCE VISIBILITY OF AN OUTDOOR OFF-PREMISES SIGN; PROVIDTNG FOR THE REPEAL OF CONFLICTING ORDINANCES AND RESOLUTIONS; PROVIDING FOR SEVERABILITl';. PROVIDING. fOR COOIFICATION AND PROVIDING AN EFFECTl VE DA TE. WHEREAS, the City is granted the authority, under ~ 2(b), Art, VTIT of the State Constitution, to exercise any power for municipal purposes, except when expressly prohibil~d by law; and WHEREAS, outdoor ofT-premises signs are regulat~d, in part, in Division 2, Article TH, Chapter 16 oflhe City of Winter Springs Code of Ordinances (LDC); WHEREAS, by Ordinance 200 1-37, adopted on the II day of June, 200 I, [he Winter Springs City Commission imposed a moratorium on the approval or issuance of development permits authorizing placement of new outdoor off-premises signs in order to review the effect J-louse Rill City otWilller Springs Ordinance No. 2()()]-SO Page 1 of 7 nrT-1?-?nn1 1~:,? <In? <I?C:; qc:;a~ q,j'< p n? Sent By: BROWN,WARD,SALZMAN&WEISS,P.A.; 407 425 9596; Oct.17.01 4:37prv1; P3ge 3 1053 would have upon the ability of the City to regulate outdoor off-premises signs within the City; and WHEREAS, at the present time there are live (5) approved outdoor off-premises signs located in the incorporated area., of the City of Winter Springs (the "Existing Signs"), and WHEREAS, the Winter Springs City Commission has concluded that the Existing Signs are, when combined with the other outdoor off-premises signs located throughout the City, located in sufficiently diverse and different areas to provide an opportunity for the citizens and/or visitors to the City of Winter Springs to view outdoor off-premises messages; and WHEREAS, the Winter Springs City Commission has concluded and determined that no additional outdoor off-premises signs are necessary or desirable; and WHEREAS, the Wintt:r Springs City Commission may, consistent with cases such as CiTy (?f Lake Wales v. Lamar Advertising AS.mciatiol1 of lL1keland, Florida, 414 So. 2d 1030 (Fla, 1982) and Lamar -Orlando Ou/door Advertismgv, CityofOmlOl1d Beach, 415 So.2d 1312 (Fla. 5th DCA 1982), consider the aesthelic impact uf uutdoor off-premises signs; and WHEREAS, aesthetics is a "compelling governmental interest" and, according to cases such as Cily qf Sunrise v, D. CA. Homes, Inc., 421 So,2d 1084 (Fla. 4th DCA 1982), the fact that a billboard regulation has an adverse impact upon the lawful business of outdoor off-premises advertising is of no legal consequence; and W H ER EA S. the Winter Springs City Commission seeks to protect and preserve the character and appearance of the City of Winter Springs, lessen congestion in the streets, and maintain a positive and visually pleasing atmosphere for those traveling the various roadways throughout the City of Winter Springs; and WHEREAS, the Winter Springs City Commission desires to Rrote.ct the prope~y rights of the owners of the outdoor off-premises signs currently located in the incorporated area!> of the City of Winter Spring~, to the extent of allowing said signs to remain in place until they arc removed in order to accommodate development in the area or upon the site; and WHEREAS, this Ordinance is deemed to be in the best interest of the health, safety, and welfare of the citizens of the City of Winter Springs, NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER SPRlNGS HEJU:BY ORDAINS, AS I.'OLLOWS: City of Winter Spnngs OrdiOllllC<: No. 200 I-50 PORe 2 of 7 nrT-1?-?~~1 16:32 40? 425 9596 '33~~ P,03 Sent By: BROWN,WARO,SALZMAN&WEISS,P.A,; 407 425 9596; Oct-17.01 4:37PM; Page 4/8 Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by the reference as legislative findings of the City Commission of Winter Springs, Section 2. Code Amendment. The City of Winter Springs Code Chapter 16 and 20 are hereby amended as follows. (underlined type indicates additions and ~trikeout type indicates deletions, while asterisks (*H) indicate a deletion from the Ordinance of test existing in Chapter 16 and 20. It is intended that the text in Chapter 1 () and 20 denoted by the asterisks and set forth in this Ordinance shall remain unchanged from the language existing prior In adoption of this ordinance) SIGNS AND ADVERTISING .. .. *' Article III. Signs .. " tit Division 1. Generally .. .. . Sec. 16-51. Definitions. ... ... ... Oulduol a.dvert;3iliC: displ"-}!tillboalcI off.pil~"lises Sigll ~s 111l~ s;gll Ul-'Oll ....I,ich <1d,,(,rti.~jng .natt\.J 11,C1Y u\- va;lIt<A1 'IT upon whid, pMtCl ~ "l.'l} be posted 01 vII", ~;se ~~"'Ul ~d to the fol"'~ thc.rcof,- ~dverti~ill!S bOud.:>, .:>(,{vicG$ or utllcl IhinS5 hvt sold 01 dvl1;Ja.blo;; U~Oll the pC'JIIi~",;s up')lI which sigll ;;) IOC4kd. .. .. .. Sec. 16-57. Prohihited signs. * '" * D..Q} Off-premises sign (qutdoor adv.~r~i.s~lIg d_is~I,!)"/~iIlboard), as provided in Section 16~ 77.. II lit . Division 2. Standards, III III " Sec. 16-77. Outdoor dispJay/billboards-OfT-premises signs - Prohibited. ill Off-premises signs. as useq in this section, shall mean any si~n. display or device which advertises or otherwise identifies an activity which is not conducted or oroducts or services which are not available on the premises where the sign is located. except the term "off-oremises signs" shall not include (i') any sign, qisDlav or device erected by a goverrunental hody or a ~overnmental agency. or (ii) any residential subdivision sign, which is identifying the subdivision entrance. (Q2 Other than as orovided within t~i.~ Section. off-premises signs arc strictly prohihited within the City of Winter Springs, City of Winter Spnngs Ordinance No. 2001-50 l'/lge 3 uf 7 OCT-l?-2001 16:32 407 425 9596 93% P.04 Sent By: 8ROWN,WARD,SALZMANSWEISS,P.A.; 407 425 9596; Oct-17-01 4:37PM; Page 5/8 (c) Notwithstanding anything in the City of Winter Springs Code of Ordinances to the contrarv. from and after the effective date oflhis Ordinance, the total number of outdoor ofT-premises signs located in the incorporated areas of the City of Winter Springs shall be limited as hereafter specified. (d'l The initial limitation on outdoor off-oremises signs are the five (5) outdoor off-premises sign structures (hereinafter referred to as 'Existing. Structure( s)') currently existing in the incorporated areas of the City of Winter Sprin~s (the "Exi!~1ing Structures"). An inventory of these Existing Structures dated October 22, 2001, is fiied in the Community Development Department and is incorporated herein bv this reference. W The limit stated in subsection (d) above may only be increased by the number of lawfully existing off-premise sign structures within unincorporated areas of Seminole County which are annex.ed by the City of Winter Springs Contemporaneously ~!tb.~lJ.!1.exation the City of Winter Springs shaJJ conduct a survey of all existinp; off-premise sign structures within the annexed portions of unincorporated Seminole County. The inventory of Ex.istin~ Structures, on file with the Community Development Department. shall be amended by Resolution..QLLb.~c.i'!y Commission to include the addition of legally existing off-premise sign structures. (f) The limit stated in subsection (d) above. as may be amend~g..9y._~4-b~~_~.ti.9D_ (e), shall be correspondingly reduced upon the occurrence of any of the following: (n An Existing Structur~._isr~moved incident to a road widening or other public works proiect; and (2) An Existing Structure is removed incid~!lt.tQ the develooment or redevelopment of the property upon which the Existinr.t St.ructure is located; Of (3) An Existing Structure is [~moved incident to the exoiration of the lease or other agreement au.~h~!~zi~ttP)~<:~~~l1t.~f.thc E){i~ting ~trll~tur~ oI1.t.he.J?~?p'e~y. . .. .. ... ...... _.... ... . .. (4) An Existin& Structure which is non-conforming due to zoninR is removed due to destruction. damage or other casualty \..-hich results in destruction of fifty percent (50%) or more orthe support structure for or of fifty percent (50%) or marc ofthc fat;c uftlle !Sign. (5) An Existing Structure is removed or dismantled bv fifty percent (50%') or more of the support structure or fifty percent (50%) or mure oflhe face of the sip.n (Ql By the terms and conditions of a develop-ment aRfecment with the City, except that any development agreement after the effective date of this Section shall not allow lhc removal of an Existing Structl!!.~J.l!~cr than the time that would otherwise be provided by this Section. Any Existing Structure subiect to a development agreement with the City prior to the City of Winter Spnngs Ordinance No. 2001-50 PJ.ge 4 of 7 nrT-1?-J~~1 1~:,? .10'7 .-1"~ 0<:"0':: O,'1~/ D C\~ Sent By: 8RO\W~ J WARD I SALZMAN&WE ISS I P . A, ; 407 425 9596; Oct-17-01 4:38PM; Page 6/8 effective date to this Section shall be exempt from the provisions of this subscc~jon (f) and shall be removed in accordance with the terms of the development agreement. (g) At any point in time the then current limit on the number of outdoor off-premise.5. signs located in..!.l1e incorporated areas of thc City ofWjnte..!:....S.Rrings shall be the initial limit specified in subsection (d) and as nmendcd by subsection (e) above less the total number of Existing Structures which have been removed as specified in subsection (f) above. (h) Tn addition to the limitation specified above, there is hereby imposed a limitation upon the numbcr, size and orientation of the sign faces located upon the Existing Structures. From and after the effective date of this Ordinance, the number of sign faces on an E:cisting Structure may not be increased, either by adding an additional face oriented in a different dire~tion or by changing the display- mechanism to permit the display of multiple signs on a single sign face. From and after the effective date of this Ordinance, no sign face on an Existing Structure may be increased in size and the orientation of each sign face located up un an Existing Structure may not be changed, 0) Except for an Existing Structure which is non-conformin~ (which cannot be replaced). an Existing Structure damaged or destroyed by flood, tire, earthquake, v(il.r, riot. act of God or other similar casualty loss may be reconstructed in the same location with the same (or smaller or fewer, us the case may be) size and number of sign faces. An Existing Stru<.;ture may not be relocated to another location. (j) Except as specifically authorized by pennit issued by the State of Florida Departmem of Transportation or as required by specific State statute, no trees or vegetati,gn shall be removed or trimmed from the prooerty UDon which an outdoor off-premises si,gn is located or from property adiacent thereto in order to enhance the visibility of the outdoor off-premises sign. ill In connection with any off-premise signs which are erected or constructed in violation of the orovisions of this section, each dav (hat said sign remains erected in violation of the ordinance shall constitute a separate violation and each person r~monsib]e for erectin~ or constructinl!: such off-premise sign, including but not limited to the real oroperty owner, shall pay the City a penalty 0[$500.00 per day until the off-premise sign is removed, (<1) AI) otJtdoo. ad\-erti.5ing d;:>I-'I<1}!uillboard off'.plemi~e.s .5;g" ~IIlJl be. ~c,t back Ii lIi;II;IIIUIII vftwC"lIty-fin.. (25) f<:et h01ll the ri~IH of-wa.) 011 all ;)late, celll"l}, alld lllulIicipalload~. (b) Such ;:;;gll~ ~hA11 not be locat(d Ilvdl ~I t111111 fi v<.. l",mdl ed (500) feet to tl.c lIc'lU ,,~t J "sidCdt;~ &,t. iGl. (\.) 011 all .state, COUllt, and hlu"ic;l'cll roads, sad. siglls ~Lllll be placc.d a 1II;1I;IIIUIII City of Winter Sprl/lgs Ordinance No. 200 I-50 Page 5 of 7 nrT_1~_~nn~ 4r.?~ .....,,.., "'-'1":"' ,..,~,.....- Sent By: BROWN,\lJARO,SALZMAN&WEISS,P.A. j 407 425 9596; Oct-17-01 4:38PM; Page 7/8 dist611<.;e vftwv thou"~,,d (2,000) feet apJ.d. No lie"" such Sigl. ~hall obstlUd (lie sigllt vf mT o.;,:,tillg pel1l.;lled-sigrr (d) SUGll signs sl!<11i Hal e...cecd OM. hUlld red ~ihty (I GO) ~q Ud..l C. f~et of COpy <11 <;<1, Ol ploject mOle tl.a!. twel1ty-f~vc. (25) feet abo\e tile. en.,,,,,,, vftl,e lo<'td ....hich l!.c. Sigh i,:, J...,,;guMed Plilllurily to ,)1;"1 VI.. The COpy 'II C.a (;lIl;t allow<;d all both sid(.~ ;,) d !otbl or tl" <';1,; bUlldred tWl;"llly (320) ,)quale f~" :figli5 are P(IH~ttc.d, Plovided ttlC}' Ille COrlstruckd witll a" ;!1ll1;"1 d11gle flOt to exceed 111;,1) (30) deg! C.(s. (c.) SlIch siglls shall.lot b, (('...lcd O. IIlailltairlcd withill fi,e hundred ($00) feet of cl church, 5(.1100-1. o~nletef)'. publ;c. I ecreat;\J1l 111 <';{J, .)tllte or hal;ollal [01 est, l.!;I'vad iute! sectio", VI ,)11) I (..~id"uti<,tlly Looned Pi opcrt}, lLc.aSured dlvll,!; a. ...VllIU10" . ;ght of- \Nay. en SUell sig!b "lIall be lcvic\\'cd by llle sile plltJl lC.v;\..w lAJ<ud ~Id shdll be. p(.lu~ttcd ;" indu~tl illl Ilud Coo,ll1crcial LUII;llg da;:!~ifica!;olls-onty:- (8) Such ~;1:5"~ 'c.quilc It pernlit, ~al;d tVr Ii mli.~mulll uftwv (2) y~al!', Wllid1llL1J.j be I c.ncwcJ * * ~ Chapter 20 - Zoning II< ... II< Article III. Establishment of Districts '" '" '" Division 8. C-2 General Commercial and Industrial Districts '" .. ;0 Sec. 20-252, Uses permitted of ... II< (32) Reserved Outdool ad, e.t~si!lg 5igll:> I;"I..jUifJlllellt; ... * * Section 3. Repeal of Prior fnconsistent Ordinance,~ and Resolutions. All ordinances and resolutions UT parts of ordinances and resolutions ill conflict herewith are hereby repealed to the ex1ent of the conflict. Section 4 Severability. Should any section or provision uf this Ordinance, or any portion hereof, any paragraph, sentence, or word be declared by a Court of competent juri5diction to be invalid, such decision shall not affect the validity of the remainder hereto as a whole or part lhereufro be declared invalid. Section 5. Incorporation Tnto Code. This Ordinance shall be incorporated into the Winter Springs City Code and any section or paragraph number or letter and any heading may be changed or modified as necessary to effectuate the foregoing. City of Winter Springs Ordintl1lCC: No. 2001.50 Page 6 of 7 n(~T _1 '7_ JI;!I;! 1 1 .:: : '7'J .-1r-l'/ .-1"JC:; ':lC:;':lC a~.... o (,:\'7 Sent By: BROWr~,WARD,SALZMAN&WEISS,P,A, j 407 425 9596; Oct-17-01 4:39PM; Page 818 Section 6. Effective Date. This Ordinance shall become effective immediately upon adoption by the City Commission of the City of Winter Springs, Florida. ADOPTED by the City Commission of the City of Winter Springs. Florida, in a regular meeting a.ssembled on the _ day of _...._________ . 200] . PAUL P. PARn'KA, Mayor ATTEST: ANDREA LORENZO-LUACES Cily Clerk APPROVED AS TO LEGAL FORM AND SUFFTCTENCY FOR THE CITY OF WINTER SPRlNGS ONLY. ANTII01'll' A. GARGANESE City Attorney First Reading: Second Reading: Effective Date of Ordinance: F\DOCS\Ciry ofWiltter Splings~dinanceJ'.oll!jOor Ad\',:niJlllt OrJ:J\lIl'C Fi,wIO.10-<l1 jpb.jd elt)' of Winter Springs OnJinam;c No. 2001.50 l'age 7 of 7 OCT-17-2001 16:32 407 425 '3596 '34% P,08 ;;,. ORDINANCE 2001-50 AN ORDINANCE OF THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS, FLORIDA, AMENDING CHAPTER 16 OF THE CODE OF ORDINANCES, ENTITLED SIGNS AND ADVERTISING, PROVIDING FORAN AMENDMENT TO SECTION 16-77 ENTITLED OUTDOOR DISPLA Y/BILLBOARDS--OFF-PREMISES SIGNS; PROVIDING FOR LEGISLATIVE FINDINGS; PROVIDING FOR A LIMITATION ON THE NUMBER OF OUTDOOR OFF-PREMISES SIGNS; LIMITING THE NUMBER OF OUTDOOR OFF-PREMISES SIGNS TO THOSE EXISTING ON THE EFFECTIVE DATE OF THIS ORDINANCE; PROVIDING FOR DECREASES IN THE LIMIT DUE TO THE REMOVAL OF OUTDOOR OFF-PREMISES SIGNS UNDER CERTAIN CIRCUMSTANCES; PROVIDING FOR A LIMIT A TION ON THE NUMBER, SIZE AND ORIENT A TION OF OUTDOOR OFF-PREMISES SIGNS FACES; PROVIDING FOR THE RECONSTRUCTION OF OUTDOOR OFF-PREMISES SIGNS DESTROYED OR DAMAGED BY FIRE, FLOOD OR SIMILAR CASUALTY LOSS; PROHIBITING REMOVAL OR TRIMMING OF VEGETATION AND TREES IN ORDER TO ENHANCE VISIBILITY OF AN OUTDOOR OFF-PREMISES SIGN; PROVIDING FOR THE REPEAL OF CONFLICTING ORDINANCES AND RESOLUTIONS; PROVIDING.FOR SEVERABILITY; PROVIDING FOR CODIFICATION AND PROVIDING AN EFFECTIVE DATE. WHEREAS, the City is granted the authority, under S 2(b), Art. VIII of the State Constitution, to exercise any power for municipal purposes, except when expressly prohibited by law; and WHEREAS, outdoor off-premises signs are regulated, in part, in Division 2, Article III, Chapter 16 of the City of Winter Springs Code of Ordinances (LDC); WHEREAS, byOrdinance2001-37, adopted on the II day of June, 2001, the Winter Springs City Commission imposed a moratorium on the approval or issuance of development permits authorizing placement of new outdoor off-premises signs in order to review the effect House Bill City of Winter Springs Ordinance No. 200 I-50 Page I of 7 ''''' 1 053 would have upon the ability of the City to regulate outdoor off-premises signs within the City; and WHEREAS, at the present time there are five (5) approved outdoor off-premises signs located in the incorporated areas of the City of Winter Springs (the "Existing Signs"); and WHEREAS, the Winter Springs City Commission has concluded that the Existing Signs are, when combined with the other outdoor off-premises signs located throughout the City, located in sufficiently diverse and different areas to provide an opportunity for the citizens and/or visitors to the City of Winter Springs to view outdoor off-premises messages; and WHEREAS, the Winter Springs City Commission has concluded and determined that no additional outdoor off-premises signs are necessary or desirable; and WHEREAS, the Winter Springs City Commission may, consistent with cases such as City of Lake Wales v. Lamar Advertising Association of Lakeland, Florida, 414 So. 2d 1030 (Fla. 1982) and Lamar-Orlando Outdoor Advertisingv. City of Ormond Beach, 415 SO.2d 1312 (Fla. 5th DCA 1982), consider the aesthetic impact of outdoor off-premises signs; and WHEREAS, aesthetics is a "compelling governmental interest" and, according to cases such as City of Sunrise v, D,C.A. Homes, Inc., 421 So.2d 1084 (Fla. 4th DCA 1982), the fact that a billboard regulation has an adverse impact upon the lawful business of outdoor off-premises advertising is of no legal consequence; and WHEREAS, the Winter Springs City Commission seeks to protect and preserve the character and appearance of the City of Winter Springs, lessen congestion in the streets, and maintain a positive and visually pleasing atmosphere for those traveling the various roadways throughout the City of Winter Springs; and . .. ....- .., . WHEREAS, the Winter Springs City Commission desires to protect the property rights of the owners of the outdoor off-premises signs currently located in the incorporated areas of the City. of Winter Springs, to the extent of allowing said signs to remain in place until they are removed in order to accommodate development in the area or upon the site; and WHEREAS, this Ordinance is deemed to be in the best interest of the health, safety, and welfare of the citizens of the City of Winter Springs. NOW, THEREFORE, THE CITY COMMISSION OF THE CITY OF WINTER SPRINGS HEREBY ORDAINS, AS FOLLOWS: City of Winter Springs Ordinance No. 2001-50 Page 2 of 7 Section 1. Recitals. The foregoing recitals are hereby fully incorporated herein by the reference as legislative findings of the City Commission of Winter Springs. Section 2. Code Amendment. The City of Winter Springs Code Chapter 16 and 20 are hereby amended as follows: (underlined type indicates additions and str ikcout type indicates deletions, while asterisks (* * *) indicate a deletion from the Ordinance of test existing in Chapter 16 and 20, It is intended that the text in Chapter 16 and 20 denoted by, the asterisks and set forth in this Ordinance shall remain unchanged from the language existing prior to adoption of this ordinance). SIGNS AND ADVERTISING * * * Article III. Signs * * * Division 1. Generally * * * Sec. 16-51. Definitions. * * * Outdoor advertising displaylbillboard off-premises sigll is any sign upon which advertising matter may be painted or upon vvhich postels rl1ay be posted or other vvisc secured to the face theleof, advertisirlg goods, set vices or other things 1I0t sold or available upon the prenlises upon which sigll is located. * * * Sec. 16-57. Prohibited signs. * * * .C1.Q) Off-premises sign (Outdooradve'rlisiriii display/billboard). as provided in Section 16-77. * * * Division 2. Standards. * * * Sec. 16-77. Outdoor displaylbillboards-OfT-premises signs - Prohibited. {ill Off-premises signs. as used in this section. shall mean any sign. display or device which advertises or otherwise identifies an activity which is not conducted or products or services which are not available on the premises where the sign is located. except the term "off-premises signs" shall not include (i) any sign. display or device erected by a governmental body or a governmental agency. or (ii) any residential subdivision sign. which is identifying the subdivision entrance. (Q} Other than as provided within this Section. off-premises signs are strictly prohibited within the City of Winter Springs. City of Winter Springs Ordinance No. 200 I-SO Page 3 of 7 C c) Notwithstanding anything in the City of Winter Springs Code of Ordinances to the contrary. from and after the effective date of this Ordinance. the total number of outdoor off-premises signs located in the incorporated areas of the City of Winter Springs shall be limited as hereafter specified. Cd) The initial limitation on outdoor off-premises signs are the five (5) outdoor off-premises sign structures (hereinafter referred to as 'Existing Structure(s)') currently existing in the incorporated areas of the City of Winter Springs (the "Existing 'Structures"). An inyentory of these Existing Structures dated October 22. 2001. is fiied in the Community Development Department and is incorporated herein by this reference. uu The limit stated in subsection (d) above may only be increased by the number of lawfully existing off-premise sign structures within unincorporated areas of Seminole County which are annexed by the City of Winter Springs. Contemporaneously with annexation the City of Winter Springs shall conduct a survey of all existing off-premise sign structures within the annexed portions of unincorporated Seminole County. The inventory of Existing Structures. on file with the Community Deyelopment Department. shall be amended by Resolution of the City Commission to include the addition of legally existing off-premise sign structures. (D The limit stated in subsection (d) above. as may be amended by subsection (e). shall be correspondingly reduced upon the occurrence of any of the following: (I) An Existing Structure is removed incident to a road widening or other public works proiect: and (2) An Existing Structure is removed incident to the development or redevelopment of the property upon which the Existing Structure is located: or (3) An Existing Structure.is- removed. incident to. the expiration of the lease or other.. agreement at.iifion'zin~-pfacemeiif of the Existing'Structure on the propertv. (4) An Existing Structure which is non-conforming due to zoning is removed due to destruction. damage or other casualty which results in destruction of fifty percent (50%) or more of the support structure for or of fifty percent (50%) or more of the face of the sign, (5) An Existing Structure is removed or dismantled by fifty percent (50%) or more of the support structure or fifty percent (50%) or more of the face of the sign, (Q) By the terms and conditions of a development agreement with the City. except that any development agreement after the effective date of this Section shall not allow the removal of an Existing Structure later than the time that would othelWise be provided by this Section, Any Existing Structure subiect to a development agreement with the City prior to the City of Winter Springs Ordinance No. 2001-50 Page 4 of 7 effective date to this Section shall be exempt from the provisions of this subsection (D and shall be removed in accordance with the terms of the development agreement. (g) At any point in time the then current limit on the number of outdoor off-premises signs located in the incorporated areas of the City of Winter Springs shall be the initial limit specified in subsection (d) and as amended by subsection (e) above less the total number of Existing Structures which have been removed as specified in subsection (0 above. (h) In addition to the limitation specified above, there is hereby imposed a limitation upon the number, size and orientation of the sign faces located upon the Existing Structures. From and after the effective date of this Ordinance, the number of sign faces on an Existing Structure may not be increased, either by adding an additional face oriented in a different direction or by changing the display mechanism to permit the display of multiple signs on a single sign face. From and after the effective date of this Ordinance, no sign face on an Existing Structure may be increased in size and the orientation of each sign face located upon an Existing Structure may not be changed. (i) Except for an Existing Structure which is non-conforming (which cannot be replaced), an Existing Structure damaged or destroyed by flood, fire. earthquake, war. riot. act of God or other similar casualty loss may be reconstructed in the same location with the same (or smaller or fewer, as the case may be) size and number of sign faces. An Existing Structure may not be relocated to another location. (i) Except as specifically authorized by permit issued by the State of Florida Department of Transportation or as required by specific State statute, no trees or vegetation shall be removed or trimmed from the property upon which an outdoor off-premises sign is located or from property adiacent thereto in order to enhance the visibility of the outdoor off-premises sign. ill In connection with any off-premise signs which are erected or constructed in violation of the provisions of this section. each day that said sighremairi~U~j-ected in violation orthe ordinance shall constitute a separate violation and each person responsible for erecting or constructing such off-premise sign, including but not limited to the real property owner. shall pay the City a penalty 0[$500.00 per day until the off-premise sign is removed. (a) Any outdoOl ad vertising displayfbillboard off-pI ell1iscs sign sllall be set bac.k a 111inilllUIll oftwehty-five (25) feet froIlI the ligllt-of-way on all state, C.OUl1ty, and lllunic.ipalloads. (b) Suc.h signs shall not be located neal er than five hundl ed (500) feet to the. heal est residential distl ic.t. (c) On all state, county and municipal I oads, such signs shall be plae.ed a minimum City of Winter Springs Ordinance No. 2001-l0 Page 5 of 7 distance of two thousand (2,000) feet apart. No new such sign shall obstruct the sight of an existillg pelnlitted sigll. (d) Such siglls shall not cxcccd onc hundled sixty (IGO) squale feet of copy alca, 01 project IJlore thah twent}-fivc (25) feet above the clown of tIle load ~hich the sign is desighated prilllal il)' to sel vC. Tile c.opy al ca limit allowed on both sides is a total of thrce hundred twenty (320) squal e feet. "V" S;ghS are permitted, Plovided tlley are constl uctcd with an inncl angle not to cxceed tllir ty (30) degl ccs. (c) Sucll signs shall not bc elected or maintained within five hundlcd (500) feet ofa churell, school, cehIctel)', public recl eation al ca, statc or national fol est, railroad intelscction, OJ any I esidentially zoned plOpert}, IlleaSul ed along a common I igllt-of-way. (f) Such signs shall be levie\.Vcd by thc site plan leview boald and shall be pelluitted in industl ial and cOllin lei cial zoning classifications only. (g) Such SigllS lequilc a pellllit, valid fOI a maximunl o[two (2) }ears, which ma} be rencwed * * * Chapter 20 - Zoning * * * Article III. Establishment of Districts * * * Division 8, C-2 General Commercial and Industrial Districts * * * Sec. 20-252. Uses permitted * * * (32) Reserved Outdoor adveltising signs equipment; , ". ~ , . .. . ..... . * * * Section 3. Repeal of Prior Inconsistent Ordinances and Resolutions. All ordinances and resolutions or parts of ordinances and resolutions in conflict herewith are hereby repealed to the extent of the conflict. Section 4. Severability. Should any section or provision of this Ordinance, or any portion hereof, any paragraph, sentence, or word be declared by a Court of competent jurisdiction to be invalid, such decision shall not affect the validity of the remainder hereto as a whole or part thereof to be declared invalid. Section 5. Incorporation Into Code, This Ordinance shall be incorporated into the Winter Springs City Code and any section or paragraph number or letter and any heading may be changed or modified as necessary to effectuate the foregoing. City of Winter Springs Ordinance No. 200 I-50 Page 6 of 7 Section 6. Effective Date. This Ordinance shall become effective immediately upon adoption by the City Commission of the City of Winter Springs; Florida. ADOPTED by the City Commission of the City of Winter Springs, Florida, in a regular meeting assembled on the 22nd day of Octob .01. . AS TO LEGAL FORM AND SUFFICIENCY OF WINTER SPRINGS ONLY. ANTHONY A. GARGANESE City Attorney First Reading: September 24, 2001 Second Reading: October 8, 2001 Third Reading And Effective Date of Ordinance: October 22, 2001 F:\DOCS\City ofWinler Springs\Ordinanees\Ouldoor Advertising Ordinance Final 10-10.01 jpbjd City of Winter Springs Ordinance No. 200 I-50 Page 7 of 7.. , . . A' , ~ '- ~ . ~ .'~ . 'a ~ . " ~: , .:.' '.. i '. i, ". . \~' '" ,! , ,~ ~~;~.~~'",. . ,: ." " . ,,~ . ../, . ~. - ,. , . " ,~ '.- ..., - ,..' ,.....~ ~: . '. >>"-", ...... . '. l.LJ ;, CI'J .-. ;~ -' ~ ...... . .,.,g . N. .:""".:"~;s., - ':::.; . .;.,. "~~'. ' '.'X' ." ,~, ~ ; . . , .' . , en - ,~. ~O -', ''''''''' :',., , .. " .' . -i;; ~, .~~~~ '. ~., .. ~;'" .. ", :"i-' . . 1.~';.,,_ t, ','. !.~ . ~ ,. , /' t .2A. 28. 3A. 38. 4A. 48. 5. 6. 7. 8. 9. 10. 11 12. I~ (N. T.S.) SECTION 6, TOWNSHIP 27 SOUTH, RANGE 31 EAST tr~ ~[b~ ";. " ,-~. ...~~@&IL ~~~~lmD[P)1rn@~ . ;:'i,." . . , . .. . ALl UNPLArrEO PARr Or BlOCK'''e1t . THAT IS ON THE EAST SIDE OF OVIEDO-SANFORD . ~CK ROAO, OF',Q.R. MITCHELL SURVE'( OF lliE lEW GRANT .ON LAKE JESSUP, ACCOROt~\TO THE PLAT THEREOF,' AS . RECORDED IN PLAT BOOK 1, PAGE 5, Of' THE " PUBLIC REC)bRDS Qf'. SEM'~ COUNlY, f"lORlDA; LESS BEGIN AT THE INTERSECnON OF THE . EASTERly R/VI OF THEOVIEOO-SANFQRO ,ROAD AND THE NORTHERLY LINE Of', THE UNPLATTED '.PMT OF'SAlD BLOCK -S., RUN 539-50'15"E, AlONG THE EASTERLY R/W OF ' " . <MEO(HSANPORo ROAD 520 FEET,' THENCE NSaog'45"E ,335.54 FEET. TO THE NORTH LINE OF' tHE'UNPtiTTED PART OF SAID, BLOCK -B-, THENCE N7T40'1S-W ALONG SAID NpRTH LINE' 6~ ~j<a..~, FEET TO THE POINT' OF BEGINNING. , , WINTER SPRINGS, FLORIDA . ~.',. p" . "; .. $' ';"'(1.;;, " . '.; ~'. ..' . ",l . .' [P)16tt\JM DlM~I.~;1 , . ~ , ',., ; .<". COVER SlEET ,,' SITE PLAN ' . SITE PLAN . , PA VING, GRA,*G aDRAINGE PLAN PA VlNG, GRADNi a DRAINGE PLAN UTLITY PLAN UTLITY . PLAN SPECFlCA TION I NOTES 'PAWG I GRADING DET ALS PA VING & GRADING DET ALS PA VING a GRADING DET ALS WATER & SEWER DETALS'" FD.O.T., M.O.T. WATER I ~ DETALS BOUNDARY & TOPOGRAPHY SURVEY CONCEPTUAL PHASE SITE PLAN .,', ~ . ." .,', ~U1f~ fD)~ 1f ~ J' >J ! \ 'tv I PROPERTY LOCA TION:. NORTHYff:ST CORNER OF THE INTERSECTION OF TUSKAWlLLA ROAD AND SR 434 IN WINTER SPRINGS, FLORIDA. EXISTING PROPERTY AREA: TOTAL: 656,851 S.f'. (15.08 ACRES) .">,, ~ ~ Prepared For: ; \\.. COMP A(:1"y, .;1 j , ;J ' JAMES DORAN ." .., . .i ,'\ .,. , ? PROPERTY Zo.G: TOWN CENTER DISTRICT . . . ;, SHANE DORAN 1051-H JOHNNIE DODDS BOULEVARD MT_ PLEASANT, SC 29464 (843) 881-7550 (843) 849-6765 \ \ ;'" -'--c EXISTING PROPERTY LAND USE: 'fifE SITE IS PRESENll Y VACANT .f' ~f . . -). .t:i .~i;"- PROPOSED PROPERTY AREAS: COMMERCIAL - SHOPPING CENTER ,C !P>~@ff~~~D@~~lL 1r~~~ ....~. PROPERTY OWNERS: JOC CALHOUN, INC. BULDING tElGHTs: 2-4 STORIES MINIMUM: 24' HIGH MAXIMUM: 55' HIGH PARKING RE_TS: GENERAL BUSlNESS/RETAJL COMMERCIAl/ RETAIL 1 SPACE PER 300 SF OF BUILDING GROSS FLOOR AREA RETAil GROSS FLOOR AREA: 216,550 S.F. RETAil PARKING REQUIRED: (PER 1 SPACE/ 300 SF) _ 722 - TOTAL PARKING REQUIRED: 650 SPACES \\1TH 10% REDUC110N FOR SHARED PARKING PARKING" PROVIDED: /" ',' . ONSlTE ~l. ST ANDAJU '-$Pj(CES = 546 SPACES PROVIDED HANDICAP SPACES = 41 SPACES PROVIDED TOTAL PROPOSED SPACED PROVIDED = 587 SPACES Off'SITE UMMEDIA TE TO DEVELOPMENT STANDARD SPACES = 170 SPACES PROVIDED HANDICAP SPACES = 10 SPACES PROVIDED TOTAL PROPOSED SPACED PROVIDED - 180 SPACES TOTAl PROVIDE (ONSITE & OFFSlTE) = 767 LOT COVERAGE CALClI..A TIONS: PARKING AND SIDEWAlK AREA TOTAL 8UILDtNG AREAS TOTAl.. IMPERVIOUS GREEN AREA (PERVIOUS AREA) TOT Ai. SITE AREA .' 1 GAS:', \ PEOPLE,~ ,." '. 600 .Yf. RQBlNSON STREET ~LAtfOO",n~DA 32801 PH<>>I:'Q(07) 425-4681 . CoNJ~OT:/tAWREE WASHINGTON c 1'E1.EPHoNE: ~ i,' :i' < " . ~';'uNr$O' TQ:PHONE P.o. BOX 770339 .' , WlN1ER.-G~, FLORIDA .3'4-777-0339 PHoNE: :,(4d7) Bf4---537J . '. . .OONTACT: d,{tAR~E BEASLEY' " . . ;, A CABle;' \r '-. " TluE'W*,,' :'. .' <' ;~1t~=<tJ2e:?VARO . ': ;~: "...:. ~40"":295":'9119 . ~<t~ .f," :~1C" ~:;~~~.~: ." ~ ". . .", " CML tN~: A VlO ENGINlERtNG.' INC. 7208 W.' sAND LAKE ROAD, SUITE 304 otaANOO fLoRtoA, 32819 PHpNE: (407) 248-0505 , GEOTECHffeAL ENGINEERS: GILES ENGINEERING ASSOCIATES. INC. 39toFL~ROAo, SUITE 530 ATlANTA,GA 30380 . PHONE: (770) 458-3399""" ,SURvEyORs: ; . ASSOCIA TED LAND SURVE'YlNG c!c MAPPING, INC. 101'"YMAORE. ROAD, SuiTE 110 AlTAMoNlE SPRiNGS, .F'L.DRIDA 32714 .PHON~~(407) 869-5002 TRAFFlC ENGINEERS: A VtD ENGINEERING, INC. 2300 CURLEW ROAD, SUITE 100 PALM HARBOR, flORIDA 3-4683 PHONE: (407) 789-9500 ARCHITECT: LSJP ASSOOA TES L TO. 24 NORTH MARKET STREET. SUITE 300 CHARLESTON, SOUTH CAROlINA 29401 PHONE: (843) 577-#44 LANDSCAPE ARCHITECT: lSJP ASSOCIATES LTD. 24 NORTH MARKET STREET, SUITE 300 CHARLESTON, SOUTH CAROUNA 29401 PHONE: (843) 577-4444 Prepared By: ) , ~ . I " ~ ~ J , \ _Nt: 011 comptItIy ".",. .tll/ld8 101' 1tHII_ Civil' Englne~rs - Planners Traffic Engineers - Environmental Engineers Landscape Architects f \. .lUJiiDtb01fW ((;@~[P) &~O~~ .. . POWER: FlORIDA POWER coRp. APOPKA ENGINEERING-CENTER FLORIDA REGION APOPkA. FLORIDA 32712 PHONE: (407) 645-8573 7208 Sand Lake Road; Suite 304 Orlando, Florida 32819 Phone: (407) 248-0505 Fox: (407) 248-0334 .,.~ ,.,.. . SEWER: WINTER SPRINGS U11UTlES 110 NORTH f'LAMlNGO A VENUE ~NTER SPRINGS, flORIDA 32708 . '. PHONE: (407) 327~2669 WATER: WtNTERsPRlNGS UllUllES 1tONQRTH FtANtNGO 0 A ~NUe: ~ ::SPRINGS,.FlORlOA 32708. PHONE:'(407) ~7';"'2669' '. , ~~ j '. .'!I- , ..' THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMEN10f' PROFESSIONAl SERVICE, IS THE PROPERTY Of AVID ENGfNEERtNG, INC., (AEI) AND IS NOT ,TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUlHORIZA 11 ON FROM AD. ;' DIMENSION INF'ORMA 11 ON SHOULD NOTer OBTAINED BY SCAUNG THE PlANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID ENGlNEERING, INC., 0 (407) 248-0505. ,.' ,- .' ,~ - t~ 1;.. ~., '.-~ .~\ 1 " , . t. J.. t~: . . '~'~'/\~.},:':' .~~ '. \ ., . t -':~~. . ""~ ' . f:' '." ~ \':\z::"~,,,.~:. . '. . !'/' ~ -( . ' " :1. i. r J " , ' .- 1','" '.- .. !.~. ",'4,' , 368,362 S.F. 155,800 S.F. 524.167 S.f. 132.684 S.f'. 56.08" 23.72X 79. SOX .. .: 2O.20X 8.46 A.. C. . 3.58 A.C. 12.03 A..C. '3.05 A.C. 656,851~'S~F. .... 100.~. .15.08 A.c. , ~:. . , "",: :,{,' ;:.. 4}:~' "1 ... ;:;' ;:~iJ;:P1>~'" ,; :..~~;;', ';:,' ~ :~'::,: ,:,~~~t :,; ~~'~'~;, "\, '.. ". " ,I".' ....1 ,. , ,'. ','. ',," . c '. ':. '., ", '~ " , <.., ,~,~ t. ~ r"', , .:: J':~.~f /{~':, ;.. '." , . .... :,,' "'" ; r' :~' .... 'J" '~~:'" i;J, ':' .,'~':-~~"> ~ r ,a' '.., '".;:....~,. ,.,.. ":'~If ',;~;,";:r~XT'I'~'" ..'" r".""', "" 't~\ ,)'\iu~; ~~.,' ",' ,,,' , ":). " ..It, '~'I ,'" " 'STOP ..' .. . ,'~. ",ifj, '<~..' ' ;. \.. ,;,." . .' .... . ',;; '~'~.,GHT'TtlRN; oNlY :/ ':':,; : ".-: ' ., :" ',~~.'. '..oo'Ntif;tmia. ,.. ,.,.'. :R&-l;(R' ~WAY .: ." , MoT .$i.. PEaESJ~ IAN CROSSWALK ~ .c...', ",' ';'. ,. . " ',: $'Iit, 3<)-)(30. 30"x30. 30.x30. 30.x3O" 30")(30" ALL SIGNS SHALL CONFORM TO TfiE MANUAL ON .'. UNifORM TRAFF<rc 'CONjROL DEVICES. ., . ,I~ '" 'f .. f ,: '" ,.... .. TION 'NOTE . ~. . ....... .<' f. Ate. CURB RADJI, TO BE 3 FEET AND TO FACE OF CURB. UNtEsS OTHERYt1~ ,,.,olto. 2~ AlLDIMENSI()t.fS SHOWN . ARE TO THE FACE OF CURB, . ,. : .1JNl.ESS OTHERWISE' NOTE~. . 3. CQNCRETE SIDEWALK RAMPS' SHALL BE INSTAlLED : ActeRDlNG TO F,I>.O.T. INDEX 304 OR A.D.A. ST ANDAROS. YIiICHEVER IS MORE RESTRICll\IE. . 4~: ALL BUILDINGS AND STRUCTURES ARE PARAlLEL TO THE ADJACENT PROPERTY UNE ',;' " . .' i' 1 , I" '", 5. REFER TO T't'PICAL PA YEMENT SECllON DETAIL ON SHEET 6. i . ,~. . WHEN ANY ROOTS OF EXjSllNG TREES ARE ENCOUNTERED 'DURING fNSTALlATlON OF' UlluTlES. THE LINES SHALL BE AOdUSlEO BY THE 'CONTRACTOR. IF ROOTS MUST BE CUT. . '1HEY .SHALL BE OOT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS'. THE INSTALLER SHALL MINIMIZE THE DAMAGE OF EXiSTING ROOT S't"STEMS.' SEE LANDSCAPE PLAN FOR .ADDITIONAL TREESA~ INfORMA1l0N. 7. All. UllL1T1ES TO BE UNDERGROUND 'r - ',~.~ .. '.';t. , .' 11"'" .u '~~. .' 1. TYPICAL PARKING'SPACE SHALL BE STRIPED WITH A 4" WHIlE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. lOADING ZONE SHAll BE MARKED 'MTH 12- WHITE STRIPES AT S' CENTERS ON A 45- ANGLE. .,..,..~. <" '~ . ..' . ' ", <,'.y..:. 'F ., '. , , . .... "c:" " ..' ~, ,NOTE:. '. sirE WAU.., Wt1lJt. ,SIONItGE ~ ON APPROVN.. OF'$PECw.. txCEPnON 4. NPlCAL STOP BAR SMALL BE 24. WIDE WHITE STRIPE. 5. · AlL MARKINGS TQ COMPLY WITH THE F.D.O. T. ROADWAY AND TRAFFlC DESIGN STANDARDS. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SEMINOLE COUNTY LAND DEVELOPMENT CODE." .i. :;ll,. .... , !.. .LUIIJIl .:'" b "" .IID PROPOSED DRAINAGE INLET ;:..;.; I$:., tp... ./,J , ~.", HANDICAP PARKING PROPOSED CURB - SITE. BOUNDARY UNE <- CENTER UNE Of ROAD ,,!- '. ": .Oc'? RIGHT-Of-WAY EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE PAVEMENT r- :;',' .~: J TYP 1YPJCAl ." ,"'He HANDICAP .... . ~~ -1 .1. .~. ::.~( . " I' @ S/W ..(i;) 10 PARKING SPACES :',-t, t? ~ '. ' t ....1 '. t~' ' ~~\. '.,::' '''...,r':t ' . -r ,. ~.~. . '.-':.:', ~ \. .,\'..>"' ^,r J"t. . '. '~.~" l . , -':;.' .,. ..~ i" ',A' ,.i.,' ,i. ~.{. .'~~~ f..: , , , /~~:. ;--:" ,~i;.~, {~~'f'<, ~ ~< ~ _ .J,.. "!l :;;, ~, - ~ "".i .^, '; . ~.~t~ ~.~~ " ~:' ,{;. ...,\" " j'~ ~,~\,:~:+:;.':' ,~. ~, . '~.:i~ )..t;"':" ~ ,~',:, .r . .', <'~;'~"::'~'" :"~~'~),.' ",< ...... ~' '.';.:, : ' "."' :, ~":~','''~'1:.~~ :':",'.:1",: ;c-;~~i.,,", ".'\:\ ,. '.iF'!>"';',"': . ;,;".... :.,",;::, :' " ,::,~'\ ,,.''''/._ '. .. II ~?~:1." ,,' ,; ~:. .:f '" \~:,,'''~:_';A'.: , , . ~ ,-<,." ,.,V;:-. ~.: ~. \~-':-:::::r .' /-:" ,..""~ ~ :~", . " .' , '- ". , '~ ' }" ~,,--o "'"~ -:::;/< '~ .' . 2..<'" PH-AS.= 1-.. - , -f> '-lA S 2. 2- - ./ P M.il 'S -3 - -.. -' ..... , I I 'J:.::... ......... ...... ,/' ",'" .' . If:"'" '~~,;' ~"",>~ "" .....;: ....'<~ QTY TO CONSlRUCT S' SIOEWAU< AND PROPOSED BUIt.DING LOCI. noNS r~./"" ...,~'. ," '" . .;;-.'/ ,t ;;.'.... /1 . , ... ." ,,: -. -~ :"~.,- ~,. , ....,. .',; ..-':' ,,' .' '~~~; . ~ ~ ;,~ ~..( ~O y..~ TO BE DE\IElOPEO BY QTY ." ./ ~ .../ 4'" ,~ ..f ,/ /' "'" ... -(.f- \"" ~:, '. ./~ ....:~.;..-"\ ". )~'/ ." RETAIl/OFfICE 1 STORY /W PARAPET 9~ 5(' 49.eo' F oF. 160.()')CIO.O' ",. .'" ; .... ) ZOd I J sE2' :s~ ~J J.2. . .' .*:\~ . - ,oj ~.' '~::;;~ ;::- .. ,p'" ~".....-~.<J /'" ..,' .' {i O. . ',- ,~,;~(" /\ ~ 10' "'OTH TO BE . -- ~;\;... ~ ~~1ED~ " r . '.. '~ p.~~:'i ",.~~., .,,,' ~~ T ''\/ \"f.. . ......... .~>;. . .~,; ....-:; ,.' d~O 7'4::'.,-:/ ,r . ,/ G lREES TO BE .' ,.-:;-,,,," -l\;:;/ PR[SER\gl r tJ.Ci. :."': I', J RETAIL/OFFICE 2 STORY 13.500 S.F. BlDG. 5 49.00' FS. 135.0'... ;:- ."";' > 11'... ~ ~ , ~,\ l~ ~ ~ , ' "V ~ fij CJ " Iv" ~ 4-:'~ (r:4)_ III ~ " fi{58.f"..h ~1', ~ . t::J "I ~ -('l',~' . --{~W.O ~l.rA ....i.. ..~ ~ ~~ ~ri~~ ~ :.:.:W R~~. ~ ~ 11". ~ _._~ Y/_'-\. ~ ~ "1 ?'Cf"7 $'l~ . '\I.".... . '.' R1<< R1" ..... C3 ~ 4 .J ,~,~ ,/ t:;) It' ~ ~ '" 0> , . ;.A....^ .. ",,0 . .~ ',. f~" ,1f: 1:. '" I ~ ,~, J ,1\ ~'?~ ~ . .' ',..' . ,'< " ,.,r~::~, "',~\:'~:;~;~:;.:i:::~~:l:;:" . .'. 6 6 ',' " " 'U ';,' .': '. '"~ W:: -,,~ I:, . . ...; "'i, Itt ~ ~. 'I~' ; \, .,:, >i- I,:, ,. ~~: "~5 +;~ . . tt!' ;~. I. ..' ~ '. ;,,(J.ili" . ',. ~ ~J '. '. '. .....;~ ,~, ...~' "":;'4 ~:'~ . . .', d'~h ~'t; - '. ~~. ., .'''. . .. ., ;:-f' .,J ,. ~ 0 . ~' " :\: ~~, ~~'"' OJ. , ' ftJ : ", l't;~ cc LU ...... Z ...,'.i . "~-k '.,. LU.. "" "" ". ~';' . ,,' -. '-'... :'" ','. ,;~ . I '1iIII. ,'/',/1 ~i , . .. .... . ,',~E,:;' ..~".':0' '. ,.~ . 0'<:1 . Z': .,:~! ...... Z. '.l:':!5. ,4; ~ '.. .,- . '.' r;:: "~ OC .' .,~<'<' "CLti j~ ,,,. ."" ,.: .~,:W:' ril y,.". .';. ' -i '~F, "";"$" ,<:I,.. .~. ..'LU,,:~ Z., '. "'........, "'1' .~',~-, '. . '.: : : ........, ~ 1 _ t/1VII' W':i . CA.. f. """L-,::' :,,: ".';~~ ~ 'A.. r""'!" .,>.'., .,4' ; . ~~ ,;,:: I::'<~:' ,.~<~{ t """'" .' . , '..~ ,.~' . ~ ' 'f:),l ~ <:~ ," .~,~.~~ -il. "; ':~" .." ....... ~,~ a: .. . ;.... "i'::: . ' ':'~.~,,/;: ,>;;5r;f:~:;::,c:.': ~;;' .... ',~ ..'" . r:', :,.,,~~ ;:r . -- ',. \;'1 ,~.., .,', "~;;'~ '!r~ ......" ." .,'" .,;\"M,i,..' ..",.'i~. ~. , '. "1!11: '. . "" ., ~,....\.." '\~ m;>;. . " .~; }~;\, '\.' .;:., j. . "'~': ,~, . >';,' :'~~:,,' :.-- ":[~'; ",~. ~: '~~ .. , -". .~.. j r ";';~"L'~:':'~:; ":., -':f::i{:-" '1r:~.~J~"""'- ....-~'......,~-j'. '";?" .~_~; "...- (;~~~ ~)f~:~~f:r '. ,',:;r.t.,,,. ~'." . . ",,':'~~ ;..;~", ~> ','~ ,"'1' : ',";." ,'. ,,", 'li~' l". . .',. . ... :;'<<'..A~;~~'$J:1\)<' ". . .!li::~";" ';.'.":' . '," ~~4 ~_1II'~"'T .' " ~ 'or- . , .;l ~ .;). .. . ~ . ,. 7;;;'~~'; ,: ~ ~.,. . ., .' .... r ~,.~ -"~. , ,. ,:,. ~- '.\ . . '. ..- ';' ...t""'_ ';...~<, , . ^ :~ \ .. , . . ' , .. " .: " ,,; ~ . ..'. .' , ;J , . . . "" . .\ '. . . ; . ' i" > ,.., ", '.' . . .' . . .' :'\: ~: " :~t. i;:> '\,;~'.,"" .~; <, ...... '..':';'.~~:'i....;,; .,:"',",/'f' " /:'./;t"'._,; '~::.:,'~"''7- ..: \. . ,.' . .~4';/'''' .i. -"y" " i' ".\" 'S~''''\ \ ",.r{'. ',' .. ""', .. ,.. ". ",b""'" '~.~ ;. '.#/": ~ y", . \ ',\ ~' . \:.~:'~ ',~:~J' :,::~.i:~ - ". r.. " -;., ,'.:;.:. ~d'-:<<, \;:,/,.:~;.:" : '., ....,. :.' 'he:.:::}'/"<~.:~~ "';;' , -", . , . , . ~~.' \<~~\~ ~~ \ '\ " -, '" .. .. '.;. .~:V' \ ,/.'., .,,,:'/',~>kr.' '1:\" \\..?~: ;':,;~. i;'\.:.~l.:..:~."i'~,~"~~.::.,. ; ';:~'..~' .... ~2~~:";"?'~;)'-:,(:'~" -9~"" , . " ..#,;y3....;t:/' . \ . .,~ \, \'-'\1 ~ ' .' ,,~ , '. " . .:JI:Y;,... \., :.:'" " ' ~. ~ \\ ?;" -.)oj",. ", 'J ',...... ~~, <(" .. .' ,~...\'~'.,.~.,.....\.:.,..,.A!:74"'. ~;~/'/ }.';.' ',," ' ' \.... ~...._":\ \ ,':;: ;'..> .< ".. ",^ . .h~ \~ l " . . , '.' ~~'? \. y';'/'" \\~ \\ \ .~<' \\/ \\ \ . :~ \'t,;". :4 . . ~., : .~. ., .. .~' \'1t 4~;Y . ' '"', 'df.~" . ,"'" .. \ \'~ \\ ,'-., \tr"~~~' \ :~ .:~ ~~:-,::'~; ".' .:':": . ; ..' /:, "::~" r'T < . ~ BY QTY ;. "," .?4' /' ~;;"'"" " , \ .~ \\ '.. ~('.J~ ' '{,\i,-:'~:" , .<'1 j;',,///: . . ' ",jO;:.-'f~.~ ;"'.. \\~\~~~. \,,\/~,;~;\ \,\\ .. i ';,::\' '.' "...:. ,.' /Fi.;, ".~.;>I' J<<,' ' ;.1'/ ;~-;:,... \\\ \\ \\ ,\ '., ~:, ' ' " " ',' . . '0/"t.< .:.,;;,;;" "'" ,_!0? t. \\~\, \\ I' \\.' \. .'. !-..' \'f';'." ., ~r '~'" ~ \~\'\ \l '" " . >- '~: ' '., '. ". ~r;/ <..'..<.. .::....<'> J\.\\ \ . \\. " .'. :'). '~:."~.'. ,. .~~, . ./~~:~\,.. '. /'~\) ',. ,,:::.:: 1i" ,,,__'''-; ,~.~:>';;.;~>~ ~\\~ \\' \\\/~ ';~. '\ .....~ .. '. '. '/"'... ~ ;S;~.........., A' ~/ ..... ': ,,,, . ,'. ",\. i,~ '~'~:~1t~'.' rd.>" ;.~.::r " "\...'.~ ' . ,4:";'??" '"...... .... ,.,.. \: NOT 1"'eLUDED / \\~ '-. ./\\ )\"'\ '. .;,,~.. '",;:', II'.~;" / . :....~!$<.y ,(, ~ \~~~&. . . ' , ~';-'iPj."~''..c.:f;''" '"' /,:::~ -'.. ; .~. ~ .' : nll \ \\,\~\ " 'A \, II;, '.~ :' ,..,.. :,,/., ';'.Q;/ ~'#*".;" ~ "'~fI~'~l~<" ~~"~I!:.':~4~ .~;;,2". .J/;;' .. ;, j, '~\ ' \V \}. " "':.;"': ~.. , .;7. ~ 1<\i1'''' ",:-=;;,", 4~Y Y ..". .-< \ \'\ \\ .' .'';' ~ ..#"/, ,;::.:" ,<, ~ . . .~ .' . / -.q;- . '/5: \ ,\\' '\, i" \ ~~ -." '""' C/""('" . ",if:- . ~~~ : . ;j . 'f',,? .'/;/ . .~ :..,:: .... ;, \ \ \~~ ~\ 'i\ " , ";" :~.:., '...,( "', ~~:t:~ '. ',^ //;.j". 1." , ,,~ '.'~ .... . .\ \ \~r')' \ \\ \~\ ; ~,. /;7 . .' . '<.... , , . .' /'ftf' ,'; \ \ " \\ , '< "'<..o.;-~121!-i'~J#~~';~'-'~( .. " /' ~i \~,\ " \:, . ... ...~.,~~V" ,: {"','~. ~... " \ UIIlSClrCONS1RUC1lON .. 7 I \\\\ \ \~,~\\ .. "~""" . '. .cp"', '"' ""'v ~, \ .' I .4r 'v\ \\ ,\ ':"1 '>, .....:': .i" ""', '......,~ ~ ~ ,. ,,"-' , 1 ~ .~ -<P. p,:' \ \\, '. \\\ '!,\ ",' i':~'~(>','::';;:' , .~ ~~. ~ ~'.~ ., a\6 \ R \\ RETAlBlOGL/OFF4tCE~ ' ~ \ \\~\ \ '\\.}\ , ..-;.... /-c ~:,.,; /' ,.".< ...... l.~ \ \ \ ~. , Cll _'lOBE.. IV ~ \ ~~~~. s . ~ ~ \'~\ \\~/;\ ' ,'::~ An~ <<.' ,,< .,>' . "\ 'J" ~~ ~ -, ,.\~ ?~. ~-: \.r'r:r.. \'\\1 \\~, ~~,.\ , . 2 S'1ORy. . ,J , f".~ ) ~ : 6 X.-^ '6 l~ \, \ \\ '. \\ /"'\ ;'.: .; 1~$)O.$.,F..,~', ,....." r .~.:,"V"L....... " ~ _ R4' ~ C)r. ", .,~\ \\\ \\ \\ ,~.\ ' r ' - .;1,..' .' ...: 6 ,..;.,~ . R4' 6 ~ " .~ ~ \, f \ \\, \ \\..\ \Y. ,,~~V ."\\ 4 ~ \\ \ \. ;'.~ .. . /' ~'-- y' . R4 h' R10 ~ \ ."~ ~. \ \\ '. / \\ . '.'\ ,-,";;' ,~.' ',+ . ~ ,. - ~ \ V 6 R4':,Q~ '" "f:~...: \ \\ \\ '" .' ,. . . . · ,- . 6 ........ ,;::;:" # ~ 0' ,: ~ .. '. ,--",' " ."'.. '\ 1\\\ ~ ~ : R4', Ifo'or::' f.~(j,~;;r.i \. \ ~~\ '\ \~\.:\ ..... ,... ~ ./' ~~ .,,:; ~'l; ~ . ,...... '- 1t.\\\7.:-:: TO BE " ~ RlO",!,~ ~'i\ b\~ \ \'\ '. - ..........:;...6-", ~ A" .'. ~ b.~~ 14000S,F,,,~'.\ Yi>-\\\ \'\ ',;>' " ~-::', .tJHI" ~ ~ Rt II _., ~. . ~ '.>';' ~~ ..1llfnR TO I' PAN \ J BLOG, J \~ ~,.\;\\ \\ ,~\l"<' V.:- j~',,' r1l.. V.' ".- 5, ./ I '1' !!'!l~...~, J~."l.':'I"'~" ;ECRr I 1~~'IMI~'~'f All 5 . ~R4' . 4J.O'F.F. ~'t...\' \\,\ \ ,'\\' \<', .'~ V V V :t .... ""1' '. ,.~ ,--,- '" .~V~~ ~. \ \,\\.. \( \\"\ I ~ V I ...' ;..;. ~ ,'. ' ., rJ ," ~.. ~[ l.IIlS Of CONSTRUC1ION' I \\ ~ ' , '" "~~. · .. '. . r ./ ~ t t S1llAY ,,':..~: :~:' · "'4N~1 :~' .~ \. \ ~ ~R.' ,~'. . :>\\ \\ '\ \\' "', ....' ,:" ." '~,2o.09' /", i' ":= .. ~ *. ,,~,:Ci..: ',': , RETAIL/OfFlCE '~5) ~Q ...... , \\\\ '\ .\ "...;l....~. ..' 'AnAl. .. ,: -m I'.. IIi.Ilc. 15 , . ',. .. ~. ......~( ~J".;.: - SlOR~ ~~PET \ &Y. .. . .. "''\' R ' 1 S'l'(JRY W/pMJtIIET~. BLOG. 17 1" :&.; l", =~:. (1)'P) <!' . ' ::::~ . 43.0' F.r. '.. "_.~1, ~ $ \ ~I - I, ~~ 'of., F1P 21 .~ ~ .' ~ ',.,':~ .!. . 1I1~1 .:.4 '"'. " . .. '~5 ~,;,,, C4 " ..R \ \ \ I ' OJ . ." ~",,:',.,. ,,,' "-' . '.', yO '\\" \\ ....'... 11 ...,. ...,..:.'.~c, ',' . '~J;!" ..~'" .~ 11111 " ...., .~. ..' .... '~"" ",-. '. " ... '..:. '.' ., .'r." .......".. ..... ". ":.:- ;. .' 116' r '.' .' ~'\ . :', ...... .:t_\__iR~~~~~~~_" ."", ,_ . ~~, l>~~~\\~_ i","}_:~\~\~/\,or JS~\ \~. ~_...."":A~~ ,~~ ..'~ ~,\\\ \\\\, . ...- ~~ ~ n1 · \,\ \ \\ '. ~ " ' . RO' R212' RH ,~,\, \ \\\~~\ .. '/',./ . . , '\ \\ '....: \\ ~ '<" RETAIl/OFflCE~, . . \ \\ \\' \\ ' , ., "1-', ~ ~ \ 6 2 STORY 'ca: X \\'\.\\, ... \,\\ " ".:'. ~ : -'" 11 ' ,~''Ch '.:'. ,. · .. .' . "n' ..". ....". '. · . I" ". III, II ,,....; 1lPE "0' aJRB (llP.) \'. ,tl ':. 5J' .. ,.\: \ \ ~ .: \, 1'.~r~~~~}~~~~~JI~~~5'~~~1 _u ~~~' z R1O'~' . '7....?:=::..:.., R10' . ~ L." RtO' =,"0' I RtO' I .rHC RAMP (TYP.) ff Y"~ - ' 7" " '-- :: ,\ \ \~. '\ ,~\ , .. . .' 4... - . = _ Jl..01 '.. '. HC SIGH T'IP. (SEE OCt ,;;\ ~ \ ~~ ,. .\ , jl' "~.~ ~'zj~.. 6 ~ ~ · ~. ~l' @) . ~~ .' ,. -: 6 ~ ~~/: l0 6 <II ~',,\", t:U\:.~\, ..~~ \:.':, '1 t ~ . ~ " ~.- 6 6 6 ) \ ~ 28 ^<\\ ". \\'h. r ,I>"~. 7i\ . ~ 6 5 / ~ ,. \.. . oj ~ \ ' .,- ~ ~ 'C, . \\ , \\. ~. ,~1. - . + t L _ .I \~ . 0 0 ~ \' '\ .... ~.~:, .--- . ------ ::..... _~.~'L-. ------- \\ O'~ ....6....6 , . . . IIflt '-, ~., 6 ~ 6 0 ~ .. d .' e 6 ..:. 6 6' R1-1 ). ti \;' ~\ '-. I' \\ -' ~- ~ . ~ .~ ~i \' \ '\ \\ . ..~ ~ (g) m> 0!:al . t / 6 e 6 f) 5 ~ ~~, ! . \ \ '\ '. \ \ \ . _ ~- '\ .' 6 - 6 ." w ";\C Rt-1 ~ ~ _ ~~ 0 . 7~l ,'~ 1; \ \ \\ ,I \\, t " ~ CQK:REl! WiEEL StOP (TW.). ..... .. ~ .1 . . .... -:- . .. y~.-;; ,c, , .' '. \ \. \ '\, \~ \ '. ~ rr-~- ..;-;:;;;;, n:.1!t,:~~~~~ ---7+-....- '---9-- - )~ _~ or -~~- .. -~ -----;-,- _ ~'J~~P.--5:------;;;,-SlGH~ -~..-< DO; F . 11~ \ ~ , ~/~ / /L?lr ~A'" ~l' r R4 ~... '~t ( ~) Jt':8. - 9 V "" R10',. '\" D D .. .,) \ 'XI \ ~\; I:' IllIIw/>>/0')j~~7~'~'~ :- ~~ or ;~ ~. ~JY~:'.~~:LL~..@..t~~~i 0 D ./ ~~ l~ \\~\ ,\,,; _au ; , I.;. . .... ~. ' \ . ,1: .. # .'. .' /' \ · >, . , 0 ~ . ~ 5 Rt- ~I M' ~ ~..., I.j :~.: 2k"_ ~: I. . ; . :~ - i+ t \ \\ ~ \\\ ." , f. rA ~ .' RETAtL/~ ~ T WMHINGlON ~ :~. :,~l';>.", ,.... 9 q~ I',~ i , \\~\ .. \\\\, ~. .. ;-.;;r @ ~"' . Q) ('" ,. STORY W/p,NWCr .' 5' MUlUAL:. · P. ~I ",":';, t \ \\ . . \\\, \\ I U1~ .._,~"$~", '6 . _ ,,- '\~~ (9 ,,6~ :" ~y ':. it_~ 1 SRlRY~~, 1 ;:;.~ ,< f !t!:;~., ~\ \\.' \ \~~,\ . .--__L-__-~~..-- i:: .. - ~r.\ . 1~~ ..1 " (B4y7.~ '. =.~.~. !.: R) ;J': . ~ \\\\~~~\ " ' \() , .to v,~ 475ft f'F ~ ' i \\\ '\{ ::\- . . . r. ~ I ~v <QO .. ~ l ( ) 114.3"X70.0" . . ; , f: ~ ~ ,:' J)" , ...,..... 6 . /" .. a.. ... rt ~. ; ~W~AL s.' -10' !, _ " "~:M.nC.' ,,," ,; ,;; :..' '. I : · ! I \ \ \{l\:\ \ \~~ \ \, 4',l' r:l:' r 1 .\\ " J! '. . ,;--""', ft4' . ,1\4' .~.;r 1M __ , 1M,.... ~:;,;;I. R1ct, . ,. .,: . ~ 1M ~.: _ 1M" 1M' 1M" R4- .' \ re' _ -. :,: ,,'. / r; / \\~,~\~x." ~~~, .,"~ " " / -..--..--..r-.----....~-- --......... ....--~-----:--- - _~. .......... -~--.lf-. --- :1:______-__......-_____.________ ,'f;', , . ar, / r; \~ ~....,,,,:\ ",", " " , ", -. , - -- --- , - -.... \~. -- - , I \-:::.. ~ ,'/ . "'~ " ....', ~ " " .~ /'" ,,',....... -'- ":,.., :,; ''''-'- - - - - ---wI'I- - - - -wt- - ~ - -"'" -......, --,- -""'-Jll;'t:. Wt'l' - _ -w"'~ -'WfI(~- - - WI'l - - _ _ """"N- -WM _ ...... /' ~ .'. 1". " '- ......~- . .~-_.- -, " . -- "'-' ....J -(r- - - - ,- \I.~" ~.. - ~~~-...". ...... - ~-...... --.....-.-- - -- - - -~:~.- -.:=r.~;, - ~ ~ ;...,,--.......-- - .-....-- --....... - --. --~- ~. ~._~ ~...............____-..,..~ \'~ .........., rQ-_-' r--- .~-~ .' '.....---......,....,.........~-~....-- . ..........--..........-.......................----...--_-_.....- ~ --=::: ......' ...- - ----- --...._~ ................._______.... ___ L-.f............__.......... --............., ~L _~__ _"'" _.. =_'__. _,. _..".\ ~......._ ___-'_--_'_---__- ':" '.i: :";----........~.~~r----~~ .---ii2:a.-~~------:_ --.~ -'.XcolausSro8M -.- ""'\ ---:-------:--, -;UTIL;-;A;MEN;-- ----O:---CON-;W-;; -W-RCP/~~~R2---- -~. '\ R2" \ '.--.-.....;. ',. -" '.' ".,' ,.' ,'7.." ~ ..... __~'CI"':"" .. \... ..- __ .' ll'PE f CU" ". c..,. / , . , 'c' ..' . ," it'. .". . ", ,.', '.' " ' '''.\ " . .'. 1 OCt. SlRIPQ ,.~ANo GU11i:R~""'TCH DOS1ING 'LM1S aF OONS'IIUC'RON/.J / ': '--,' ' ':'''''. <" - ,", ' . , ',.... '. t:..... -.' - 1'''''' ...." QJR8 AHD-GUTTER . SILT fJ,NCING . .' ,.' .--."...,....-....;:..-----~.......----------.-------:'-;......,-..........=-;::--:=-~~..., .1;;;="... . I~, -.. " . " '_' _ ......... 7 ..-r--------c;-- , ,I' ", '.. . ~ ,\COA ., ' " __I) , 'A,... '," . 448.74~' ~ ~ -~ - - ;;;;;;;;;: ~ ,. . . '...J ' ,~ '. ,,,,;--: ' "TJ"'A..~ ".. " . " ; . . ~"- , ~ i . . ....... ... ...... _ ~~ __I ;;;;; ~ ." ~-- . ',. -",",' '. ' , . ^ ."",."-.40>' , t:" :t. ," . '.." ,~...,.,_-;;.~..;,....-_:.-.---------___.___________._~___:::...._ ~__ ___...-J ) ;.~ .1";:" ":?, . '. . , ~;' .:.;,:',.,.,~::,; :". .~V'~l'?;'f'7' .":: LA'f'';;:A':'~'' ".?< ". .~.i~ '/~/I~~?, .....jj..*---.. .' ,. '. . . " . ---~9lc;i"'" ~--- extSr.-;.pvc'Y6I(TOBEREMOVEDBYOlHERS) . ~~ '. . '" \ ~..&. ~ ~ lY .< , v "I '~, ' 1"" '.' LANDSCAPe ~ ... ::T!b' . >. J '.;;~\' ,;" . .'. ' ',,: .,.'...., ,".,' "l:"--;~ - .. . "'~~ '.i', ~ u ..... .', '~OIAN" '_8 ,,"',,! ~ . I,' " , c " " . '" .' . , ," . --.', , ~.~~ ',', ~., . , . ....e' , 19:"'.s;:oo ~.' . ..-./ . . - - +- - ~ - - - - - -\- .......-.... - - ";"'- - - - " ." ~ ...- . n #7 6 - , ' r. - =- -- :- . ," . ~~,. ' . . . . " ....-: ~ " .,,~.. '1, _ -.-..-.~--~__,.,....",J.,_~......~~ .,...~,.,. ~, ,': ,_' _......'~._." , ' "~"-~ ~ . ,.'~.' . " ' . =::--"" ~~h f'i1~-$'~'HA." ~ i'.~" ..'.~~.,.;"',...~:,~ '..' ~'~'"'''' '. "-~ J'~~" ~-- ~.. 4 ? 1'/,' r '.' I' "'. .' .'" -----..:-......:...----------....;.-.--------~F-----'.:...:-'---..,.......~---.......-...,..-----..~=:::=~ 'i ':'"\.: <"!~',' ,. .' :i:"'-.,"" ',:'~' :', -~, ":. 'J, '/': ,.' . .'., ._, :,.'.. '.':< ...:, tP' I/:;."{..~. ~ \ . '.' .,.', :'. ~:." ,'" ;~. .." "',c-" . '", .,.. " '. . . . .... ....,. . . '..,. '. ~, ' ',,:~, : ",. ,...,~;.'.., ,"t!. tl',.. ,.' .' ,1 :~" .', :. 7', ,'-' .~~., ,. r ',,"'. ,< _~ ': ..:-c' _ ..'...: '< ., "~(~ ~~~; . ,~~:..i~:; \ ';-'\ ",~', , ~ /~" .. ~;"" . y .: t':''':' ~.'" ~..."~"; ~ ~ ".... .:1" (.. "" ~ ". ,,'t ,.., . . -' "'" . -' .i' 'P.,. ,. . ' ,. : " . ~ ... >It ! . ., ./ " /~, \\ \; ..~ . .,'\ ., , ~. /\ '\ \~ )>" " ~~ . \~, . / \?: \~ \' ". .x \\ ... ~: ' \\. \\ " ,,\ ....~ \:, " \~\/' \;:\ 'X '\, . ... , .. \, " \' '\... , , , \ .~ . -,0.. .\; 'A .' \, " . '" " , . , SITE WALL W/SIGNAGE PREDICATED ON APPROVAL OF SPEOAL EXCEPlION OTY CONSTRUCT e' SIDEWALK AT PROPOSED BUllDING LOCA lIONS 11' YlIOlH PROPOSED ALONG lUSKAWllLA OEDICA 1lON TO OTY '1 ~ 4t ~ --- ~4t ~ ? ~ .. .' t ~ ;;.;,~"t'" t' "., . ;~...,':~ ,.' REFER TO LANDSCAPING PLAN FOR CONC:JtETE TEXlURE/pATTERH DETAILS . '. '. ./ .- .Ii--,,:, ---- MARKET SQUARE 0.3 A.C. - " .. . . ~-j,. .' L&.. "~'.' ~. '.' .. ... " " . . cc w ... Z LU '", (.) .... I L&. 'I .. /.::: . ...... .< ': "(/)- ',' ~.,t . 0, ..(:1., . a~: [:~ ....iI:: 'C;; ;.; .ar: 'Cd;;~~ ;,: (f).. . ,.: '~..~ ::' (D...", . ,M' ~'''~ Z 'OJ , ... r"""'"' '., ..... Jea:: ,: '. .:..~ .:' CI: '. " "'~ .",.~ A' '., . ..... "';)' ,:.~ I';';; . ....I:~: .':~; ~;':' II""... . ::;"; '" . ,.J [".. W" ',;' .,' "'\! t7, ;' ..',' ~ ~,~~.~.. .; ~, . ,: ~ ~~,~' __ ";:';r. i~.':' '.... '. :' ' " . "'.; , ....'....' '.,', "" __ ,. ~ ~. .'~ ,.i:, I ,.."" ',J', , . ~ .. .';; 'if,. ~~ ", \. "\ .,- .: .~ .' ~ ' .' ". ;. ~. ~. . " ~;' '; ::~ ~.' .... ~., ,", ' :;;1, , '::"'. ".:'. .. " ,"'. . ..' . ", .,rr. ~ '.. ,. ~ {:~~'p~~.,~",~.~. .~~,,: ~:;', : _. ...."~.\~." .::, ;tir .~"c;" fif. "'.' . ~', '.Ji .Yt. "~;;";' -Ii ~-.!<, " ~."" '"' ~t* S ~".' ,": ....~;; ~~:~<j:':;/i< ~' .1' ;;~~,~:~,"2:::::;8.;":~*I,~J ~ <;". , .. ". ,'('.->. . .... ",.,' ."'-. ,tt"" f:>:'t,~I~.~../". " '. " '..:r;iii:i:::~' t~:>j " .....c.,... 't.~,. , Q:" '.. ' .' .'1",,:t; "'., ft' ,'.; ,.:~?)ro-""',l~. ,jf,...\",..\,.-. t" :\....~"' .,~'" ," 0 ~l r~<:4'. ?{,..;."','~~~;.r:~ .. , ," . .~,~ '" ~"'~ ~' . ... , ". '. .:1' .' ,> 1;"'~ <. ;f, '''. , ' ~.. . o' ~ ~ SCALE: ,. = 40~ 40" . SO' ... .LUItIR ~ Em HANDICAP PARKING PROPOSED 0RAfNACE INLET PROPOSED CURB - SIT[ BOUNDARY lINE - I ~ H:f'C7J ;....J ...... EXISTlNG EDGE OF PAVEMENT . ffi t; PROPOSED CONCRETE PAVEMENT ...12 0 w X TYPiCAl CENTER UNE Of' ROAD RIGHT -OF-WAY r,;'~J 1YP He @ S/W 4J HANDICAP 10 PARKING spACEs SIDEWALK DUMPSTER PAD LOCATION I NO R1-1 R3-5R R5-1 R6-1(R) UOT 6L TE~T OR SYMBOL STOP RIGHT TURN ONLY DO NOT ENTER ONE WAY PEDESTRIAN CROSSWALK, SIZE 30.x30~ 30.x30. JO.x3Q. 30.x30. JO.x30" ALL SIGNS SHALL CONfORM TO THE MANUAl ON UNlf'ORM TRAfFIC CONTROL DEVICES~ PR .BlEIl 1. All CURB RADII TO BE 3 tEET AND TO fACE Of' CURB. UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS SHOWN ARE TO THE f' ACE OF CURB. UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHAll BE INSTAlLED ACCORDING TO f.D.O.T. INDEX 304 OR A.D.A. STANDARDS. WHICHEVER IS MORE RES'TRICllVE. 4. All BUILDINGS AND SlRUCTURES ARE PARAllEl TO THE ADJACENT PROPERTY LINE 5. REfER TO TYPICAL PAVEMENT SECllON DETAIL ON SHEET 6. 6. WHEN ANY ROOTS OF EXISTING TREES ARE ENCOUNTERED DURING INSTAlLAll0N Of UTlUnES" THE UNES SHALL BE ADJUSTED BY THE CONTRACTOR. IF ROOTS MUST BE CUT, THEY SHALl BE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THE INSTALLER SHAll MINIMIZE THE DAMAGE OF EXISTING ROOT SYSTEMS. SEE LANDSCAPE PLAN fOR ADOfTlONAL 'TREE SA VE INfORMATION. 5. All UTlUllES TO BE UNDERGROUND - IU 1. TYPICAL PARKING SPACE SHAll BE S1RtPED WITH A 4. WHITE STRIPE. .' 2. SEE DETAILS FOR HANDICAP PARKING. 3. LOADING ZONE SHAlL BE MARKED ViTH 12" WHITE StRIPES AT 5' CENTERS ON A .,. ANGlE. NOTE: ' SI1E WAll WITH SIGNAGE PREOICAltD ON APPROVAl Of' SPECIAl. EXCEPIlQN KEY MAP . " : , '. , ~ . :,;;,- , ......r., .., ;,,~, ( '" . .. ~,. ...,~ . . '. . '. .... '.'. :,C " . - ",.. l"i'" '.C;--:::: .';;~ ~.~~\~~:,':, ~ " . ;.~-,':; I ."~' lj . ,,". , . . ; '.4';: ~ ... :~'!~~; '":&~, '};'" :'~, '~f '. , ., ....f.... .,;" , , '. ':: "';" ''': '~., ;...., "':"i.: ,':.' i.':"" ~ .~;,;.". ~ '.,:' . ".' "..'Y:!; .' ~~;. :.~ ,:; " ':':'.;' : ".. . 'i ~:,:~ . '" I. :"'" '\?t, '~;'.' , ! ',". ., d ~., ~.'. . '~... __, " i' '. '.~' . ~f' );1' 'l' , 'i', ,;.r.';- ,j /: .c", .<;, '.'-1 , ,.':~, 'f I ~,.~-"'Y -f:' ", .". .... ;'i"l " , ~;: l;\t: ',.." '.'t~... ~~" .:,., " ~,_ . ~ <<-If ~~;, ii' " ~" j'l! ~,~ ., ' , !!~, P,: :, ".\.; , , . , ! . .f ~ ".:).1- :....~\ .. '..'" ,", .' I,..:...' ~- . ;',. "'. ,. ,$,':_'1 \ ", ~ \ -, .t l't .. ~;. I... ,.;.~ " ",\'1' " . ," "'. :J ;c"~', : .~" . ..., itj ." ..... !;:, , .... '~'" ;",' ~.': ~ . , ~~ ..,." ~ff;' H' -'.-', . '.' ~ r" .", .~ .' . I. t:" ,. J I.. ..' ..;' . ~ "'~ :t, '., ,", ',,' i.n ... , " '1 ,,'. ;.' . t ';.. ".,. .';- : . . ..... .""" "" , . ~. JIl" J";, t:, ,~ Co:.; . ~: '.' ~ , \~ J''> :,. ., . .' ..'" . '.. '. . ." .. '". . ".j." .. >' ;, ',: i;i, I;, .'" :.';...:. ..,.' ". ~.. "~I .. ;,;' ;>',":.' ;: '::";~I;t.". _ ,~i>1" ~. ", Q '.," .: [;,> :'~ , ....,':: Gl ;; ,.., co at) "t :,,;. tif ~ ,.I ;:. .;;";. , . ," , 1('. > .,.'i' .~' ! c w:.> - en,... o,~~,.., ,1')' ' ~ ;",~~ ~t ~ ~ I>.~~'! ' J, "~.. .,' Ii · Q ~ ":' ,!. ~. .,~.. . &' i "!\ , , .""lli~' .1' ~) .. ~~. ~ . ~i ". I~ '.' ~ .';~:.Atf~.~ .. .~ ~', :'\;:E.' :~,~,.~ '..')f~~ ~i . ..l \ .~ , ..;, \~. ai i. ' ',' " , . .;~ ):' . ... I .~,] I . ~. ,,' :,~~ r:~ It: ':;' . G' j ii ..O~ ~J} ~ , ""w r:-). . ~ ,':.) 1";.'31' , '. _<t:: ~ ~~~1 .., .' ", , -;,. ' !J ~.,~ ~'. w } ~ : i...., '. :" .' . .' ,.,,,,"':-.. . "C ., . ;'.{ "".' "<t i' .,' 11 . J. ,,) il.\.;~i~:~~ d '~';"".; ,'0. c~^.~ : (:.fJ.:;;.' .. 1\ '0:, _*;'''''' ..,. , '.$J- . i. '.. '\,/', ,f":,;, ,& . :Jtfi'l,.-:.t ~,:'~ ~.. .. ,I, :'" fI)~.." , "F " ..""_ " ,{. ~ i: 'J I ~"~,~~ -I' ..lI~ .~.. 'Ii.. !'llt'~ z: I ~ ~-'," ~ .. ,'I . ~.,.~ .::.t..' 0"', .~. ~,?<,:~ ,i.;' ~, ,.' ".~; ';r ~ I .,}.' I , ~ .. :. i '.' " , i: :"~ " .', ~ . " . ' .' I' "ie, ~'~ . . ,:, ':' ~iJ .f , ,.< I t:~ r ~~ ;:,,' " e , '.', . }: ~ .. -;.~ " ~ r: ~~" ,." ..;; r;:,', ~ :~~' " - . .",~,! ," , , " 1,"",: .,~ , .~"i '''I _/_, ~ .~1 :'.: ,;. ,ji :",' ..~; :;. , r .,., . '~.'~ ~ '- 1; .' 'f::' ,~,..<<i~~~f:'r'.':~. k"~ ,.,~~~ii .:. co. . '. , "'<'V . . .} . ''1'.~ ~l'W ;_~ INV' " ". , :~';: ,:'>UlrG! " "} III~ , ,i>?, .-' ..r. L . 'FF., ., "S/W x49.~ ..' ~. .' I " , ' .~ , r ma CI . . .'. ~ ":, . -,' . 1. ~ ..., ;- .~: t. ~ '" .... '~~ "'",\' ::-\ ' " *,\:.' " Ii:..,: ~, ..... "." . o J .: ,'.:: -"{ ". ...,,', I.' ':\.' L ' i 'n",>;.;:;. .f .f.. ..: . . .i .', .> .~ . " \ ' ,. ~ ;;~/;: ~ " \ . . < "",- ".: :'," " . ." ',':::. .' " , " .:' . . . r : f ,_ , ! , if ,',,: ":' ~ .._ . I.;: . " ~. X : .~ , ~ I' ,.' : ~ .~.. " I.': en .... , '.. " p:i,'- ," '., ~..', ,'" or' .' .. .. '. '. : " .i '1/0> ...,' :-~~ ..,' "'~ '~: '; :~. '.. :'ft :"":".' 'A . '1'" '"~: '4 ''','.,:' : :.. ~ .. :'. ...." ,>~~; -.I "':..~;, "~~."~"\,~,, t.t,,:,~.,. . ':1'I~_ I~~ i.' I} . ~:"'~. ,-'M ,::' r,:'; "<:.:<~< :"?~.,:~Jt>>;,,:',.: , ::. >'", . " ;,' ~'V , ~"'T , . t . ..." . ., " ' " ,~ >.... ~ :~...:...\,. "'..~, 1 ," .. '",. ;r.....: t~.~,>,~.'.' '~;, /'" .... .,,',. - ,\ + ~ (Q"~. ~ s:fot~ "-:; ... ....~; ,.~19ta~:-.:r. . , . .'. RO!I/IlIAy PLN$) . : ,~,:E&;:. (Nt) - ~1s) " '., . 'TOP no 41." ~.) " .... ,; ,.1 ',' '. iNVERT~.;EL., (t~t:- 39." '<En> FOOT'NPE' -r- .~, , 1NVERI'..,n.' (E') . ST_ . . GIW'E Et.. .. 4&.00 ' 1tMRT. 'fi. II) .. 3924 '.;;. ItNE'.tt.Qj::'(~ - ..\1,;50 , <E1j) EXIS,IIIlG~t .ur, ;;,~ 1'lIOJ,:rM: ~~.1NIiT (~m $-3' Of' 0Ptf ' lHRC:VR' Q.. .. ~ RCW)WAy~ - ....';""~ ~. ~..INYERf..,EL. (ME) - .1.12 TOP EL .. '$1.78 (EXIST.) . , INVERr~ E'L.(NW) - 40~62 1t:NERf. EL. ; - ~29.63 (~.) €,}) REMOVED '. :,' ItA'Efn. El.. ~ - ~oo (EXIST.) . , ' lNVERT. a. ('.. Z9.63 <2'03> fOOT "NPE 1tp_4ft 1NUJ' '<E) " THROAT EL .. 47.00 . . 0-1 fD()1' TYPE -C- INlET ItMRT EL. (SE) - 40.03 . GRATE EL. .. 41.10 1U\1rr1fr~ EL (...-) _ ..A 03 , 'INVERT. EL (tfE) .. 3$.22 fn~"'. An ..v. BMRT. EL. ,(W)' - 38.22 (Q~1~ FOOT TYPE "P-4- iNlET ~ FOOT TYPE -C. INl!T . THROAT EL .. 47.00 ~ GRATE EL .. 47 10 ~. EL. (st) .. 39.78 NIERT. EL (E) :. 38.40 ItMRT~ EL. (NW) - J9.18 INVERT. EL. (SW) .. 38..40 <[~1]> FOOT 'TYPE P-4 THROAT EL. .. 47.00 ~ FOOT TYP& .C. INLET INVERT. EL (SE) - 39.51 ~ GRATE EL. _ 47.35 INVERT. a. (N) .. 39.51 INVERT. EL. (E) . 38.93 ItMRT. EL~ (W) .. 38.93 ~~V FOOT TYPE "F'" INLET GRATE EL. - 47.50 INVERT. EL (E) - 41.05 1tMRT. EL. ($) - 39.75 INVERT. EL (W) - 39.25 SURFACE STORMWATER FLOW DIRECTION ~ FOOT TYPE .C. INlET ~ GRATE EL - 47.50 ORAlNAGE STORMWATER FLOW DIRECTlON INVERT. EL (E). - 41.90 INVERT. EL (W) - 41.65 <.P~~ FOOT TYPE .C. iNLET GRATE EL. - 46.50 INVERT. a.. (5) .. 42.36 INVERT. El,.. (W) - 42.36 ~?) FOOT TYPE ~C. INLET GRATE EL .. 41.00 INVERT. a.. (N) .. 42.75 (Q~~ STORMWATER MANHOLE . RfM EL. .. 48.1 INVERT. EL (SE) .. 39.96 INVERT. EL. (N) .. 38.96 <P~V FOOT lYPE 'r lNLET GRATE EL. .. 46.00 INVERT. EL. (SW) - 41.04 ItMRT. EL. (NW) .. 40.~'~ ,r;h" \., /:. . ,', ,.r .,.~' ", ,r'" , 10 CITY HALL POND REFf;R TO CITY ,/'(...."~ Of MNTER SPRINGS CONSTRUe :-;':)N /./ PLANS FOR HICKORY GROVE PARK ".,., ,':' . '" .' ~. ROAD iIJ,PRO't'EMfN TS _..~;,~.., ' ~t , . t,l" ..."t, ." '',.. . . ,LE ',f' ,'- j.........i~,!":nf;" '.,:L ':",+i::~i':'";";' ..,.. " : "-, . hi""} ", ,,' .':' ' < ...., :;/., )1.' "" L. . .;,Y:::II:if',~.';:~~,:~ ' . .... . :-~,;:Y':, " ;' 1"'_ ~~(1O ~ ,"!.),,' ~ t, 'f h ,~~',.~,. "'4 .-{ ~~~~'~:, : .e., >- :~. "\~.L . ", \"?~ ~', "" l'-_'~.~t-'~' 11~i' ;".,;:f$. 'JC:i' f_ ,::~ .. f 1\ . . ~1 " ;} /*", ..;: - '\: ,r'" , .' :-~ i/o' ,'1'" ' . ,( ". ,'" , ",':!i'i."1' ' '. J . ,(' . '~~.~'1;~,: .', .... ;' ~/,--: '..' '" ., .' ....., "'\i.8I"- ,', '~ ." :,~,-' ':s;';' ; '" ,,,: , ' I 1" " ........ ' !; 11,.. , . ,,, < .r ,tLEvAnON ' , BIS11NG " ~, ' ';,.,1;' . '::. ~ ~ 1YPlCAt . , ClEANoor' . .. ..' IfMRT Q.EVA~ " MATCH EXlSTING GRADE .. . FINISH' flOOR ELEVATION ~" ~ . . EXlSRN(;' . GRADE ELEVATION PJtOPOSED GRADE ELEVATiON ORA1NAGE tHtET <a::W FOOT lYPE "F'" 1NLE1' GRATE El... - 44.50 INVERT. EL (W) - <40.00 ~y FOOT lYPE '"F" INlET GRATE EL. - 45.05 INVERT. EL. (E) - 39.51 INVERT. EL. (W) - 39.51 ~]) FOOT TYPE '"f. INlET GRATE EL - 45.55 INVERT. EL (E) .. 38.86 INVERT. EL. (N) - 38.86 MtTERED END SECTION PROPOSED SWALE STORMWATER FLOW EXISTING SWALE. STORMWATER FLOW ~NAGE STRUCTURE NUMBER EROSION CON'1'ROL CONCRETE PAVEMENT ASPHAlT PAVEMENT o .' .1,-.. VARIES '1.. 1~ 4 I i , 'c 1../-1'.... ~ r- (/) UJ if ~ '~'EL. VARIES {36.67'-35.00') NOlES; 1. SOD SlOE Sl.OPES. 2. .... ~ TO lIE, 4; 1 , - (N. T.So) .;; CONTRAClQR TO WAlCH, HIaCORY CRO\€ PNfI( ElEVAlION . .. ,.,,~ " ." . 'i<EY,.MAP ..:.. ~~< , .,) ~}'"'; : .~,,i, ~ ~,: ~ ',,: , ~" ~ ~. , . .\\;.,' ,.:..... .'.. ", ,,<" "}o'<\;~. ....,1.,.. '.' .. ',,' ~ :'" J\~_~ ,:~;f~' .'-::,~ _ d . .S'.> .. .... ., .,-~~;Jl:',,: ':,:"J'. '.. , : ,', :' '~'" .. :"', . -:.. ~ ' ".;:'~1-: ~",~- {:_ . ~ .~ ;'~.~~ : f' ~ 'I!#-~!t'3 '"l');;' , ~ "" :~:~~':.~ . . ' ;' t.l ,," , . .~.. .. .:' ), ".,t ",:,~ ~ :; $ " , ..... '. > ": :: ; ; ::' . .....:.... '. ...:-'.'~ ~'-T""--" '!,,"' ~ <. ,,~",.~.~. ' "" ;" . ", '. ..... .' .:..', '~ . ~D 21 FOOT 1YPE T' INlET ~ GRATE EL. ... 43.50 INVERT. EL (N) - 39.00 ~. . . . ~ ". . '., .. :! <Q:~j) FOOT TYPE ~ INlET. GRATE El. .. 44.74 ' ' . . 1NVERT. a.. (E) .. .40.241- ~~ STORMWAlER MANHOLE .. EL. .. 43.88 INVERT. El. (5) .. :,e.85 .....,.. EL. (W) ... 38.98 INVERT. EL (N) - 38.35 <Q:~ FOOT TYPE .C. INLET GRATE EL.. - 43.50 HIERf. EL. (W) - 36.13 INVERI'. EL (5) - 38.06 INVERT. EL (N) ... 35.63 <Q;Sy MI'EREO END SECTION INERT. EL (N) - 35.57 <Q:~p MITERED END SEC110N INVERT. EL. (E) ...35.00 '. ~, . ":.~r . " .' . -:-'1 i" .~, l -:'..,'f .; ..~ .~.' .;. ". . " ./ AREA TO BE ", .' ~ . i, '. " EL E)( J;.& TYP v'" co INV MEG FF S!W ~9.58 ~ ImI CI ~ ~~ -'\JV'V .... ~~ G .. . ". D / . ' I' NOT INCLUDED UMllS OF COHStRuc'ftON "l .& .& ./ /' ~ ~ ~ !tHOlE: SWALE li RCP RIOR TO FU OF lHtS AREA ~ .. / ~ . /' ~ , , I' "..... ~" . \ ,~ TURE ':.', . ~ ~ {.. .. .. :. ~ \ , . , .- ..~4 " . (.' . .. tS .. . , ,^ .. ;~~}~ . ~~, , . ''''', . . \ ,', ," ~'1' , " . . . , , . ,{ ., " . . :0.1 " , , .' ~\ . '1\, \:~ . .\ . '\" \:\ ,." ' , \ ~l.,~ '~ \\ , , .:~ '\ " .,~\ \~ \~ ./' , ~ .' ' ELEVATION ,EXtsnNG TYPICAL CLEANOUT INVERT ELEVATION MATCH EXlsrtNG GRADE FlNtSH FLOOR ELEVATION 'StDEWALK EXISTING GRADE ELEVATION PROPOSED GRADE ELEVATION DRAINAGE INLET MITERED END SECTION PROPOSED SWAlE STORMWATER now '\.. '\, , / \, \'. " " 0' 40' eN 5!il! . rl~ 7, SCALE: ,. == '.a' .pR,AIHAGE $lRUCTU"-U <[~~ fOOT TYPE "P-1. INLET (lABELED S-10 ON a:>H RONNIAY PlANS) TOP EL. 47.16 (EXIST.) INVERT. EL (NW) - 38.88 INVERT. EL (E) - 37.95 INVERT. EL (S) - 39.24 ~!> EXISTING P-1 INLET (LABElED S-3 ON CPH RO/tl1IIAY PlANS) TOP EL. · 37.78 (EXIST.) INVERT. EL (NE) - 29.83 (EXIST.) INVERT. EL (SW) - 30.00 (EXIST.) INVERT. EL (NW) - 21.&3 ~ fOOT lYPf "C. INlET ~ GRATE EL. - 47.10 IM:RT. EL. (ME) - 31.22 INVERT. a. (W) - 38.22 <P~~ FOOT TYPE .C. INlET GRATE EL. - 47.10 INVERT. EL (E) - 38.40 INVERT. EL (SW) - 38.40 <P~D FOOT TYPE .C. INLET GRATE a. = 47.35 INVERT. EL (E) - 38.93 INVERT. EL (W) - 38.93 ~V FOOT TYPE .f'"' INLEt GRATE EL. - 47.50 INVERT. EL (E) - 41.05 INVERT. EL (S) - 39.75 INVERT. EL (W) - 39.25 <P:~ FOOT TYPE .C. INLET GRATE EL - 47.50 INVERT. EL (E) - 41.90 INVERT. EL (W) - 41.65 CP~~ FOOT TYPE .C. INLET GRATE EL - 46.50 INVERT. EL (S) - 42.36 INVERT. EL (W) - 42.36 <p:. i) fOOT TYPE .C. INLET GRATE EL - 47.00 INVERT. El. (N) - 42.75 ~~~ STORMWATER MANHOLE RIM EL - 48.1 INVERT. EL (SE) - 39.98 INVERT. EL (N) - 39.96 ~V FOOT TYPE 'r INLET GRATE EL -' 48.00 INVERT. EL (SW) - 41.04 INVERT. EL (NW) - 40.54 e FOOT TYPE 'r INLET GRATE EL. - 46.00 INVERT. EL (NE) .. 41.50 <E:.:1]) fOOT TYPE "F'" INLET GRATE EL - 46.00 INVERT. EL. (SW) - 41.50 e FOOT TYPE .P-4. INlET THROAT El- - 46.00 INVERT. EL (NE) - 41.12 INVERT. EL. (NW) .. 40.82 ~0]) REMOVED <[~1}) FOOT TYPE "P-4. INLET THROAT EL - 47.00 INVERT. EL (Sf;) - 40.03 INVERT. EL (NW) - 40.03 ~ FOOT TYPE "P-4. INLET THROAT EL - 47.00 INVERT. EL (SE) - 39.78 INVERT. EL (NW) - 39.78 <2:0:i> FOOT TYPE P-4 THROAT EL · 47.00 . 1NYER1'. EL (SE) - 39.51 tNVERT. El. (N) - 39.51 ~"'l> F'DOT TYPE 'r INLET GRATE EL. - 44.50 () ~ " INVERT. a. (W) - 40.00 .It~~ q; 0 FOOT 'TYPE T' INLET tttf.$' CRATE EL .. 45.05 .~ l (E) - 39.51 ~. r~ M - 39~1 "''4::::L .;;-):!~ ,-='~p~:=! - = :: (I I . EXISTING SWALE STORMWATER FLOW SURFACE STORMWATER FLOW DIRECTION DRAINAGE STORMWATER FLOW DIRECTION DRAINAGE STRUCTURE NUMBER EROSION CONTROL CONCRETE PAVEMENT ASPHALT PAVEMENT ca ~ ~ ~ 'i1' ~4 ~ ? y- ... ~ .$ ~~,.,~ ~t.t ;> ~ ~ -t_o.f ~, "C- ~ .' " ~ FOOT 1YPE "F" INlET ~ GRATE EL. - 45.t55 INVEftt. EL (E) - 38.88 INVERT. a. (N) .. 38.88 ~~~ STORMWATER NAHHOlL RIM EL .. 48.74 INVERT. EL. '(S) - ~49 INVERT. EL. (NE) - 38.49" ~ FOOT TYPE .C. I~ . ~ GRATE E1.. .. 46.00 INVERT. .n. (SW) - 38. INVERT.'a. (NE) - 37 <Q:~2]) FOOT 1YPl .C. INLET CRATE EL - 46.00 , tMRf. f.L (SW) - 37. INVERT. !L. (HE) - 37. ([~:9 FOOT TYPE -C. INLET GRATE EL . 46.00 INVERT. EL. (SW) - 37. INVERT. E1.. (SE) - 38.56 ~ FOOT 1't'PE .C. INLET . GRATE EL - 45.75 INVERT. EL (NW) - 36.40 INVERT. EL (SE) - 38.40 <[~y STORNWATER WANHOLE RIM EL - 44.45 INVERT. EL (NW) - 36.2t5 INVERT. EL (E) .. 38.2t5 ~ FOOT TYPE "r INlET ~ GRATE EL - 43.t50 INVERT. EL (N) . 39.00 <[-~2]) FOOT TYPE "F" INLET GRATE EL - 44.74 INVERT. EL (E) - 40.24 <Q:~2-Y STORMWATER MANHOLE RIM EL - 43.88 INVERT. a. (S) - 38.85 INVERT. EL (W) - 39.98 INVERT. EL. (N) - 38.35 <[~3]) FOOT lYPE .C. INlET GRATE EL. - 43.50 INVERT. EL. (W) - 38.13 INVERT. EL (5) - 38.06 INVERT. EL (N) . 3t5.63 <Q:~~ WtTEREO END SECTION INVERT. EL (N) - 35.57 ~]> MITERED END SECTION INVERT. EL (E) .. 35.00 < II ' liSi iJ:1 i; I liil II ~! tl~fiif' cj S'ati ~ I ~ t '~ is I !:it '!lit' 1111 1; L 5 Jt ~~N , 8 - ,0. J ~ ~. '. :c ~ . j:.,.. .... 0 *"' ,., c( . . (.) .' U ~ VARIES I , I 1 EI... VARIES NOlES: ' , ' (3S;5r-35,OO') 1. SOD stOE $lefts , 2. MIN. SLOPE 10 It 4; 1 ~.' . (N.tiS.) :~: r- '~'{~' .f ,. .,~:t , .,,' .., '~~-~~~~PEllIm f1lIIREiI<MNo MY.. . .,. ~ ,'~:' ....' I . . "".' ': -: I, . . ,~t " ~ .' t. .. ...rt:4Ifllli ~TYl;19 ~ AU. lI1I.ItY OOIIPANIES 10, ","~CrOR >', ,~~lOREWq~'.OR.~ '. fit:(. ~ " '. , , ' ~ . . " " "'" . \ .\-. 7:. .,' ~, "., ~ < <-~. , ~ ,j,Of" ...~...J c: "- '-,~. .' .r:'. .. .';;"'.tr*,,-f.ldif'IiNIi.' ':'--ON THE ~'HAW:8EEN ' :"... ,,,I FROM 11itJ"T~A ttAYM.A8t.E ~'.Mt....,OR tH( , ..>Iii :..orH'~ '~'A$SUIIESNQ~Sl8lJTY i;,' ~'. Y...f:lRlOft TO .';$1 , .'~lION 'AC1I\1TY, IT SH~ . ,'BE _"JiONlRAOftWS 'lV' ,NOlIY 1NE VARtOUS 1I11JlIES AND ' . ~ TO IIWC, DC ~ F. .Atf,Y'M'LGCA11ONS 'OF 1tiESt V1tUJIt'$'1nlt TME ~ 'Of' .' . . ,!HE CONTRACTOR SHAlL. ~ >,' ;.: CAUnort:1IfEN CROSIING.*"', .,tllJIJTY, HlHER SHOYtI ON_ '.' PlNIS ~'LOCA'fEO BY JHf;....nuTY, ~.~-AlL U11lmES. McH INlERF'ACt. '., VIfM....ntf:,PROPOSt1) 00N$1IQC'0dN Stf1ti. .,.JtELOCATED BY lHE 'ftaPECl1VE U11l:.AY'COMPANIES, AHO """COHlRACTbR SHAll. COOPERA~..1H H Ul1UlY 'QOWPAMIEI OURtHC 1tEL()c4'tI(W OPERA noNS. MY DnA't OR 1NCON\f:NIE.'NCE ' ' , CAUSED.1t) THE OON~. BY THE VMIOUS' U1IU1IC$ SHALL IE. lNaDENTAl TO 1tf[ 'OON~ACT AHO'tfO, fX1ftA OOUPEN$A~,~ BE AU.O~.' . ';' - __"'lWU. Be. '~ roR _ A \llSUAL fNSPEClION OF lHt. " SI"fE.,..u:. -.' RESPOtGIU FaI .. 0Dt0U11C>>f AND RDIOVAl OF ALL , ~ AND A8OVE' GROUNo' 5mUC'I'VAES lHAT MJ. NOT BE INCORPCMAlED WfltlHt-iEi FAClU11ES. SHEM.D~AHCES EXIST ..,.. 11iE PLANS. 1lfE COMfItACTOR SHALL BE RE . CAU.JNG THE OWNER AND REQUESTING , A ClARIF'lOA lION OF THE PLANS PRIOR ObIOUlJON. , :' . 10. DURlMG~,~,' 8'T'ORN SDJlER tHIErS IN 'THE VlaNtTY or THE ~OT SHAU. BE PROEm> BY SEDlENT TRAPS SUCH AS SECURED HAY BALES, SOD. ~ ETC., WHICH SHALL . MAlNTAINb) AND MOOIflED A,S REQUIRED BY CONSTRUCl1ON PROGN:SS. .', ~ . 11. AU. ER08QN ANOSIlTAlION CON1ROl. METHODS SHAlL BE tMPLBtENTED PRIOR TO THE START OF CQNSlRUCTION AND ~~ UNlIL CONSlRUClI()t.I IS COWPLElE. 12., "fEN OON~ IS COMPlElEO, THE REltNlIQHA)ETENlION AREAS "'Ll BE RESHAPED, a.EANm OF SIlT, MOO AND 0EBItI$.. ANb Rt:'Sooom IN ACCORDANCE TO nc Pl.ANS. . . . " .3. CONlIACTOR IS TO f'ROW)E' EROStON coN1ROL/~ATION BARRIER (HAY BALES '* SlLTAlION CURTAlN~~ PREVtNT $lt;.TAllON OF ADJACENT PROPERTY, S~ fS. STORM 'awERS. WA ~'tS.' AND PIS11NO WE1l.ANOS. IN AOOIllON. 'tHE CONTRACTOR SHAU. PlACE smAW, MtlLCH. Oft OtHER SUITABLE MAllRlAL ON THE ~D IN AREAS ~ CONSlIUCl1ON RELAlED TRAFFIC IS TO ENllR AND EXIT THE SITE.",JN' THE OPINION OF THE ENQINEtR AND/OR LOCAl AUTffQBllQ. EXCE$$fw: 'QOA.Nu11ES OFEAltl'H.ME lRAHSPORTED OFT-SIll Ul'HEIf'IY NA"JUAAL 0fWN4GE OR 8Y ~ TRAf'F1C. 1HE CONTRACTOR IS TO .; REMOvt'MD rARTW TO ,'nfE -SAlIIFACTfON QF:.'.THE ENGINEER AHD/M AU1HOfItI1IEs. . 1... IF WINO EROSION BECoMES stGIWICANT DURING COHSTRuC11ON, tHE CONTRACTM SMALt'stA8lUZE THt mEClED ARE.A USING ~ IRRIGAlION, OR OTHER ACCEPTA8IE wrntoo$. '. '.' ' 15. THERE IS TO BE NP DISCHARGE (I~..' ~ SHEET now. SWAIL DITCH, ElC.) IlTO EXlSlIHO t.AI([ SYSTdt v.tlUlHD, ,OR RIVER, WITHOUT THE USE OF SETlUNQ PONDS. IF THE CONtRACTOR ,DEsIRES TO DISCHARGE INTO THE E)(JSllNG LAKE SVS'JEM OR RI\4ER, A SETtLING POND PLAN MUST BE SUBWTlEO AND APPRO'4&) BY THE ENCINrtR OF RECORD AND LOCAl.. REGULA TORY AGENCY PRIOR TO ~c:noH. , . 16. NO LAND a.EARING BURNING IS PERWIT1ED *JHIN THE CITY UNITS OF WlNllR SPRINGS. !i<' ., .' ~ " j~~ ' -' '1 " ~ " ~d ~ . PAVING, GRADING AND DRAINAGE NOTES AU. OELETERtOUS SUBSTANCE MAlERIAL. (I.E. MUa<, PEAT, BURIED DEBRIS). IS TO BE -EXCAVATED IN ACCORDANCE WITH THESE PLANS. OR AS DIRECTED BY THE OWNER'S ENGINEER. OR O~S SOIL TESllNG COMPANY. 0ELE1ERIOUS MATERIAL IS 10 BE STOOKPILEO OR REMOVED FROM 1Ht SllE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFlU.fD wnw APPROVED MATERIALS AND COMPACTED AS SHOWN ~ THESE PLANS. THE CONlRACTOR SHALL BE RESPONSIBLE FM PROlECllNG EXCAVAllONS AGAINST COll.APSE AND WlU. PROVIDE BRACING. SHEElfNC, OR SHORING, AS NECESSARY. TRfNCHES SHAlL BE KEPT DRY WHHL PIPE AND APPURTENANCES ARE BEING PlACED. OEWA lERING SHALL BE USED AS REQUIRED. IT MAY.BE NECESSARY TO F1ELO AO.AJST PA~MENT ELEVAllONS TO PRESERVE THE ROOT SV'STDtS OF TREES SHOWN TO BE SAVED. THE CONTRACTOR IS TO COOROfNAlE Vt1TH ~S ENGINEER PRIOR TO ANY ELEVA liON CHANGES. PRIOR TO CONSTRUCllNG CONCRETE PA'JEWENT. 'THE CONTRACTOR lS TO SUBMIT A PROPOSED JOINllNC PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. THE CONTRACTOR IS TO PRO~OE A 1/2. 81lUM1NOUS EXPANSIoN JOINT MATERIAl \\f1lf SEAlER, AT AliUTNENT OF CONCREll AND ANY STRUCTURE. ALL PA\4EMENT MARKINGS SHALl BE WADE Vt1TH TRAFFIC PAINT IN ACCORDANCE TO F'DOT STANDARD SPEQFlCAllONS 971-12 OR 971-13. PARKING STALL S1RtPING TO BE ..., WIDE PAINTED YHlE STRIPES. THE OONlRACTOR IS TO INSTALl EXTRA BASE MATERIAL WHEN THE DISTANCE BEntJEEN llfE PAVEt.fENT ELEVAlION AND THE TOP OF 'THE PIPE OR BEllIS LESS THAN ML~ (12) INCHES. SEE -EXTRA BASE FOR CROSS CUl~TS UNDER FlEXI8LE PAVEMENT DETAIL- st ANDARO 'INDEXES REFER TO llfE LATEST EDf110N OF FOOT -ROADWAY AND TRAFFIC DESIGN STANDARDS". ALl STORM SEy.m PIP! SHALL BE REINFORCEO CONCRElE Q.ASS tN (ASTM C-76) UNlESS OTHERY4Sf NOlED ON PLANs. 10. PW: STORM PIPE, 12- AND SMALLER SHALL CONFORM TO AWtlA C-9OO, a.ASS 150 STANDARDS, UNLESS OTHERWISE NOlED. 11. PIPE lENGlHS SHO\Wf ARE APPROXIMATE AND TO lHE canER OF DRAINAGE STRUClURES. PIPE LENGTH FOR MlTEREO END AND FlARED EHD SECTIONS ARE TO END CF' PIPE. 12. ALL.I)RAINAGE STRUCTURE CRAlES AHO'CO\4ERS WITHIN TRAFFIC AREAS SHALL 8.E TRAFFIC RA1'EO FOR H-20 LOADINGS. 13. nfE CONlRACTOR IS TO SOD nfE REmtllON/DETENllON POND AS INDICA TED ON PLANS Vt1lH1N ONE WEEK f"OLLOWIN.G CONS1ltUC1loN OF THE POND. 1.. MA TERlAt.$ AND CONSlRUCl1ON MElHOOS FOR STREElS AND STORM DRAINAGE CONSlRUC11ON SHAlL BE IN ACCORDANCE Vt1TH .tHE LOCAL REGUI.A TORY AGENCy AND THE flORIDA DEPAR'NENT OF TRANSPCRTAllON STANDARD SPEaFlCAllONS FOR ROAD AND BRIDGE CONSTRUCTION, 111\, OR LATEST REVISION 'THEREOF AND SUPPLafENTAl SPEClFlCA llONS 'THERETo. 15. lI~amtNG AND/OR OVER EXCAVAlINC THE RElENllON/bETENTtON AREAS *u. NOT BE AI.I..OKO. 16. THE CON1RACTOR SHAlL PROVIDE CER11f1ED RECORD ORA~ SIGNED.ANI) SEAlED IY A PROFESSIONAL LAND SURW:'fOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADEs. INWRTS, AHO LOCA11ONS Of ALL STORMWA 1ER F AClUTlES , ' INClUDINc THE STORMWA'IIR POND, DRAINAGE 'STRUCTURES. BERMS.. SWALES. THE CONTRACTOR SHALL PROVIDE 1EN COPIES OfF lHE CERmED RECORI)' DRAWINGS TO lHE EN<INEER FOR THE PURPOSE OF CER'nntNC THE STORMWATER MANAGEMENT SYSTEN. ,. ' . , " , " , .. 1. ,,,: " 1&. AU. PlNAlE. AND ~ PROPEftTY AFFtclEO 8Y as WORt< SHALL BE ,RESTORED TO A.C()MJ)fTION SQUAt. TO OR 8El'lER ))fAN DOSlING CONofllONS UNLESS ~y EXl;NPTtO BY 1M: PLANS. ADoI11ONAL COSTS ARE INCIDENTAl TO OntEl:<<JKI.taUClION ~ NO ttlRA ~SAllON IS TO BE AlLOWED. , Aij.;'~'_AS~ ARt NOT 10 ~'SOOOEO, ARE TO BE Sf.EDf:t)'N4f)' NULCtCO '(0 Dc)t'S'tMlOARf)$. A.M) MAlNTAMI) UNllL A ,SA11SF'ACTQRY StANO OF ~. ~TAIlI TO THE R!OUl.ATOI'tY'AGENCY AND ENGIGR OF RECORD. HA~ BttN OBTAINED. 'ANY WASHOUTS. REGRAOINo. RESEEblNc. AND .GRASSING WORK, AND 0:... 'tROStON WORK REQUIRED. Y&L IE PERFORMED BY tHE CONTRACTOR, UNlIL ....!SLYSl1!'M ,IS, ACCEPTED FOR MAINlENANCE, BY THE REGUlA TORY AGENCY AND ~ OF RECORD. 18. CHAPtER '11....," OF tHE FLORIDA S'fAlUTES REQUIRES THAT AN EXCAVATOR NOllFY AU. CAS U1JU'Ild A ",",wu OF 1"P (2) WORKING DA'f'S PRIOR TO EXCAVAllNC. M~ SfiOW'ONl:y ~1HtAPPROXlMAlE LOCAllON OF GAS MAINS ,Nfl) 00 NOT SHOW ~~ .f..M:$.H 0Hl Y SAFE ANI) PRoPER WAY TO LOCAlE EfTHER MMlS OR ____~ lIay AN ON-SI1E INSPECllON BY.THE RESPECllVE CAS '., ~, EXCf\VATORS ME JNS'ntUClEO 10 1EltPHONE lHE RESPECll\1(';QAS' COMPANY TWO (2) WORf(IHG DA'f'S BEFoRE EN'Jt,RtNG A CONSlRUCJON',AR[A. . 19. THE.'~ SHAll LOCAll ANI) Fl..AG ALL PROPERTY CORNERS PRIOR TQ. FlNAl ~1HSPEC1lON AND cm1JF1CA1ION~ n, SHAlL BE llfE CONTRACTORS ' RESPOMSI8tUTV TO HAVE PROPERTY ~ Wtta. HAVE BO;N LOST DORING CONSTRUCtION, AttSTABUS?iO) BY A PROf'ES$OHAt. LAND SURVEYOR. 20. THE SQl.S o.GINUR IS TO SUPPLY 1HE ENGtNaR Ve1TH A PHOTOCOPY or AU. COMPAC11ON ~ AND ASPHAlT RESULTS. tHE.SOILS ENQNEER IS TO CERlWY TO THE ENGINEER OF RECORD, IN \WmIHC, 'THAT All lESlING REOUIRaotENrs. ' ~1 REQUIRED BY tHE LOCAl REGULATORY AGENCY, AND tHE f1..OM)A DEPAADlENT or l..ll TRANSPORTAl1ON (FOOT), FOR THE IWPRO~ AS.REQUIRED BY THE ' ENCtNURING CONs'TRuCllON ORAWlNOS. HAVE &aN SATISF1ED. tHE aTY ENGINEER MUST RECEI~ lEST RESULTS AS SOON AS 1HE lEST IS PERFORMED. 21. THE CONlRA()lOfl, IS RESPONSfBLE FOR COOROINAlINQ ApPtjCAfU ttSllHG. Vt1TH ~. $OIlS ENGIHUR. TtsTS .... BE REQUIRED PURSUANT YAlH 1HE lESl1HO ~~ AS SHOWN ON' M ENGINEERING CONSlRUCnoM DRAVt1NGS. tIPON CXlNPllTiOfrf"Of' THE WORK. 'notE SOILS ENGINEER f$ To SOBNIr CERllFICAlIONS TO.'THE OWNER'S ENGINEER. STATING .THAT AU.. REQUIREMENTS HAVE BEEN MET. 22. THE CONTRACTOR IS TO REVIEW. THE SOIL REPORTS AND BORINGS PRIOR TO . 8IOOtNG 'THE PROiECT AND ~NCIHC CON$TRUC'nOH. ., 23. THE MQATION $YS1Dt SHAl,L. HAVE COLOR COOED PIPINO AND LABtUNO ON THE PIP( TO I~ DfFftRENl1AllON FRe* POTABLE WATE;R PIPING. ...; . ' 2", THE COHlRACJOR stW.1. MAfHTAIN A copy OF THE APPROVED PLANS AND PERWfTS AT 'l'RECONS'RtUCl'tON 9lE. ,- 2&. THESE oM""OO NOT INCWOE NECESSARY COMPONEN'1'S FOR CONSTRUCllON SAFEtY. - CONTRACTOR IS SOlElY AES1>>ONSI8I..E FOR WEANs AND METHODS FOR. CON$TAUCllON SllE SAFETY. ' :: 26. ALL~ SEEDING AND MVLCHtNG SHALL INQ.UOE WATERING AND . FERlIU%Al1ON. 1lC .000000ACTOR SHALt.. RESPONSIBLE FOR MAINTAINING 1HESt AREAs UN'nL THE ~CT IS OOMPlElED AND ACCEPlED 8Y THE 0YtI0. 9. 2. J. .. 5. 8. :;., . ~ .." > ,~'; ":..,'" t" "". 7. " ' ~ 'r~, 8. " t:' ..' , ,~ J" '\ ; , ,;: if.: " , PA'ANCa GRADING &: DRAt~AGE TESllNG AND INSPECTION REQuiREMENTS ' . . 1. lHE STORtI DRAINAGE PlPtNO AND VIL'lMb SYSb SHAlL BE SUBJECT 10 A \1SU.... IHftClIOH $V TtC o.I:R'S ENGINEER PRIOR . TO THE PlACEMENT OF 8AC1<F1U.. 'THE OOHTAACTOR IS TO NOllFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDuLE AN lNSPEC11ON. 2." THE ~lRAcTc:M SHAU, MAINTAIN lHE troRw DRAINAGE S't'S'IBIS lIfhL F1HAL ACCEPTANCE OF THE ~T.. ' , , 1j, . J~' 1I:1E ~TOR 1$ REsPON!iit..E 'OR COORoINA11NC lHE APPUcMt.E.lEStING ..... 1HE SOl:SQIGINEEfl'TQ1S .u BE REQUIAED ~AHT Ytt" 'THE TES1INC $ClftEDUt.t'f'OUNb IN tHE ~ CONS'MUCnON ORA.... UPON . COUPl.E.11ON <<'tHE. ~ tHE sots ENGINEER wost:SUBMfT CSlMCAllONS TO THE OMR"$ fJlfCIMEER ~rA1IHC 'tHAT AU RECUI~ts,HA'Jt 8a:N IitET. . ' "\~ ,- ~ ~.. .. . ~ , -:.~ ",. > , : ~ ...., w " ~. ~ . . ' ) .11.. . ~ . , , '1 "'''f .t -.;, '. , . t , , .\ . , ~. . " '" .If.- . , 'l r.;.;\ " , : :~ ~ .. - ;," WA'rER/~'~ANCE REQUIREMENTS ~~J..~_ ~ \.WQER w.\tt/I..... SIW.l.aiNO'. . TO PROVIDE A:........ ~OISTANOE OF " Jioa,BEl*W4 'ft1E ~_t . · 1ttE. UPPat ;~'...,..;~ or 1M! ~"<MR PR. 1HE CRO$$INO IttJ\U. BE ARRANGED SQ._ T ...'~ oIOIHlS 'AND WAteR dOtHl'S WItU. . tQU~ Y '. :',. SP~ !!!OM'. PQtn'~"~' Yt1,..~NO LESSmAN to nET 8E1'ItEtt NfY .,., .bitS. 'WCRE H . 1I1NQo1 _MAnoN, CANNOT BE MAlNTAIHED. . ~~~~~~ClIIOlCA8...~~~FW , , ... 1HtRE.~ AllEANATlYl. 10.'-" Pfg, ~G 0.. WATER ..... 1Ht'PIPES. SfMU. It GlMltftEl), .~t J1f; ~ AS;:tNOltAlEO ~. AND 'I'H[ , WA~'""", "SHAU. .. .PlACED, IN 'A..~ ~ f)ICASQ) IN CONCRE1t ~ 20 ,..I!GJ ~ottt~.'POtNl1J', ~ IGlOUATE SlRUCttJRAL. SUPPORt .StWJ. 8[ PROWJeD f'OIf 11-fE ~ 'TO flIRE'JENt OAMAGE TO THE. WA1[R WAIN." . . I ,. . _ ~. \,' ~ tfORtZONTAI:'SEPARAlIOM';Bl...e. p~ LINES:. ',. CBAVIlY '~$H4LL'eE INSTALlbAT lEAST 10 FUT HORIZONTAU.Y FROM ANY EXI5'nHG 08 ~ WATER. WML, 1HE Ql$TANCE SlW.LBE ~ EDGE TO toGE. IN'~ ~ n IS HOT'MACneAL TO MAINTAIN A 10 FOOT , SEPARAnON;". WAtER WAIN .SMALL BE INSTAU.ED IN A _ARAlE lRENQt OR ON AN UHOISlVR8S) EMlH $HEti LOCATED ON ONE SlOE OF THE SbER *NO AT AN ELEVATION so THAl'lliE BOTTOM ^ar l'HtWAlER .,AIN IS AT LEAST 18 INOIES A80\€ 1H[ 'lOP qr lHE'SEWEft. AND THE WA lER AND .~ JOINlS .SHAlL BE STACGEREI). . . . FORCE MAINS SHAlL BE.INSTNJ.EO AT LEAST 10 FEET HORIZONTAU. Y FR<* ANY EXISTING OR PROPOSED WAD MAIN. SANITARY SEWER/REa..AIWED, WATER AND POTABLE WAlER/REa..AIMED WATER SEPARAllONS WHo. lHE REQ.AIMED WATER UNE IS 1'RANSPORlING WAlER FOR PU8UC ACCESS mNGAllON: . MA)(JMUM OBTAINABLE SEPARA11CJrf Of' REa.AlNm WATER lINES AND OOMESlJC WATER UHES SHALL BE PRAClICEO. A tMNIWtef H()RjZONTAL SEPARAllON OF 5 FEET (CENTER TO -CEH~ FEET (OUTSIDE TO OUTSIDE) SHALt BE MAINTAINED BEtwEEN WAlER UNES AND EITHER PoTASLE WATER MAINS OR SEWAGE COLLECtION tJNES AN 18 fNOf \D11CAl SEPARAllON SHAlL. BE . MAINTAINED AT CRO$SINGS. WHEN THE RECLAlMEO WA lEft t.IIE IS lRANSPOR11HG WATER FOR NONPUBUC ACCESS MGA 11ON: " . nc. REa.AIt.tEO WATER MAIN SHALL BE TREA1EO LIKE A SANITARY SEve. A 10 F'OOTHORIZONTAt..NIO 18 !NOf eTlCAI.. stPARAl10N SHAU.. BE MAINTAINED BE'MEEN THE RECl.MIED WATER MAIN AND Au.. EXlS11NG OR PROPOSED POTAlU WAtER MAINS. NO ~ SEPARATION IS REQUIRED BETWEEN lHE R&Q.AfMED _ WATER MAIN AND SANfTARY SOltRs.OTHER THAN THAT NECESSARy TO ENSIUftE STRUCTURAL IHlEGRlTY AND PROltC'noN OF THE UNES THDISEL~ . , NOTE: \WfEN IT IS la.tPOSSI8LE TO OBTAIN PROPER HORtZ~TAl AND VERTICAL SEPARATIONS AS STIPULATED ABO'i[, THE DEPAR'NENT OF ENYIRONtetEMTAI,.'"PftOlEC11ON (DEP) MAY ALLOW DEVIATION ()N A CASE':'SY-cASE BASIS IF SUPPORTED BY DATA FROW tHE OE~ ENGINEER. APPROVAl FOR.tHE DEVlAllON MUST BE OBTAINED PRIOR TO CONSTRUClION. I, ~ IE I 1. : SANITARY SEWER NOTES. ~ AU. $ANtTMY ~ MAINS It LAtERALS' SHAlL ttA~ 'A ~ <<It'~. OF COW'R. , , . . " .' '," : " : '. , ,., , ,.,', """-' ~ SANITARY ~ MAINS Ie ~\1CEi.A1'ERALs SHALl.....~'ot . pOlY\9rt1. CHLQRIOt PIPE, SOft 35 Oft -'$, OllER.. INDfCAlEO .(>>4.'..",," . CONS'IRtIClION ORAYt1NOS. ...' ," ." .'. " AU. ~:r SEWDt OK' SHALL CONF'~".1k' L~ REGUt.ATORY.8t~ NIO 1CA1I~ '. " . , e. '., . . , """"'\"0, . " ". ": '.; ..:',:.'. PRrci(rO~'tIORI( ....lCECMtES C0tM01JNC NEW .". ,ic) ~. :',. ~," UNES ,OR APPURlENANCtS. THE COHTft.AONrt 5HAf.l'\GJFY &'QCAlIQN AHO"~ . ,,' . nEVA'hCN OF EXI$1INC CONNEtTlON POINT AMo 't..o11FY 'OWD.s '~L"B ~ ' . AHY CONFUCTS OR ~ANaEs. ~ "~ t ' ~ PIPE Nfl) FlmNGS SHAlL COff"OftW TO Asn.' SPEaFlCAllONS DESfCNAl10tt D-3034-nc. WA !OR 3S. INSTAlU'tIOR OF '$DR' '35 PIPE SHALL BE IN STRKri' ACCORQANCE WTH lHE REQUfRDIEHTs C1F A$lU SPEQFtcA llON SEClKIt D2321. All SAHlTAAY SEWEf:t PIPElINES SHAll. BE SCUD ~ IN COLOR. :. . AlL P.Yt FORCE MAINS SHALl. BE Q.ASS 200. $DR 21, COLOR GRfEN, IIlH A NON-~AlJJC WARNIMG TAPE A IlfIftIMUM rIF r .DE. PLACED 1 FOOT BtLOW 'tHE ~ GRADE. 1't1E PRlN11NG ON 1HE tAPE SHouLD READ , "'C)l(bjAiN-. PLEASE SEE DETAIL SHEETS FOR ADOf11ONAL REOUIROeiTS.. ';, , , 2. " , . 3. .. 5. &. 7. ~~~~~-o()l~~~:a..~, ~~~.~~~ _~ -.:t.9..;~ ~ ~~~~Ms, A~~.&;A~.&1. __ 8. ALL SANITARY SEwER GRA\1TY WAINS OR SANtTARY SEWER FORCafAlNS THAT' REQUlRE D.IP. ARE TO BE POllUNEO OR EPOXY UHED. 9. ALL SANITARY SEWER COVERS SHAlL 8E TRAf'flC RATED FOR H-20 LOADING. 10. THE CONlRACTOR SHALL PRO\1OE CER1lFIED Ul1UTY RECORD DRAWINGS. SIGNED: AND SEALED BY A PROFESSIONAL LAMP SURVEYOR. THE RECORD ORA_OS SHAlL SHOW FINAl GRADES AND LOCA1IONS ON AU. SANITARY SEe WAINS AND SER\1CES. THE CONTRACTOR SHAlL PROW)[ tEN COPIES OF ''THE CER11F1ED RECORD ORAYAHGS TO THE ENQNEER. . SANITARY SEWER TESTtNG AND INSPECTION REQUI~ 1. ALl GRAVITY SEWER PIPING SHAll BE ~CT TO A \1SUAL INSPECl10N BY 1kE OWNER's ENGINEER. CONTRACTOR TO NOllFY lHE ENGIH~ 0$8 HOURS IN ADVANCE TO SCHEDUl.l INSPECllON. 2. THE CONlRACTOR SHAlL PERFORM AN INf1LTRA11ON,It)(f1l.lRAlION lEST'ON ~ GRA\4TY ~ IN ACCORDANCE Yt1lH lHE RE~1lON AGENCY HAVING JURISDICTION. SAID llSlS ARE TO BE CERnFIED BY THE ENCINEER Of' 'ftE~ ' AND SU8MtrTEO TO THE REGULA TORY AGENCY FOR APPROVAL. . . COOROIHAlJON AND NomCAllON OF ALl PAR11ts IS lME CONTRACTOR'S RESPONSI8fUTY. 3. AlL FORCE WAINS SHALL BE SUB.ECT TO A HYDROSTA11C PRESSURE lEST iN' " AOCOAOANCE *TH THE REGULATORY AGENCY HA\1NG MaSDlcllON. SAID TESTS ARE TO BE CER11f1EO BY THE ENGINEER OF RECORD ANt) SUBt.tfnm TO THE REGULATORY AOENeY FOR APPROVAL COORDINAllON AND NOllFlCAllON OF AU. P ARllES IS THE CONTRACTOR's RESPONSlBlUTY. WATER SYSTEM NOTES SAfETY NOTES 1. DURING THE CONSTRUCllON AND/OR MAINTENANCE OF THIS ~CT, ALL SAFETY REGUlA liONS ARE TO BE ENFORCED BY THE CONTRACTOR. THE OONTRAClOR OR HIS REPRESEHTAlIVE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF' THE lRA\nING PUBlIC AND THE SAFETY OF HIS PERSONNa lABOR SAFETY RECULAllONS SHAlL CONFORM TO THE ~ SET FORlH BY OSHA IN THE FEDERAL REGISTER OF THE DEPARTMENT OF lRANSPORTA11ON. 2. THE ......UM STANDARDS AS SET FORTH IN THE CURRENT EDmON OF THE STAll OF FlORIDA. MANUAL ON TRAf"FlC CONlROl.. AND SAFE PRACTICES FOR STRttT AND HIGHWAY CONSTRUCllOH. MAINTENANCE AND UllUTY OPERAllOHS: SHALL BE FOlLOWED IN THE DESIGN APPLICATION, 'NStAl.lAllON, MAINTENANCE" AND REMOVAL OF ALL TRAme CONTROl DEVICES, WARNING DEVICES, N<<J BARRIE~S NECESSARY TO PROlECT THE PUBUC AND WORKMEN mow HAZARDS WITHIN THE PRo.ECT LIMITS. J. ALl TRAFFIC CONTROl MARKINGS AND DE~CES SHALl CONFORM TO THE PROVISIONS SET FORTH IN THE MANUAl ON UNIFORW TRAFFIC CONTROl OE\1CES PREPARED BY lHE u.s. DEPARTMENT OF TRANSPORTAlION FEDERAL HIGHWAY AOMINIS1'RAl1ON. 4. LABOR SAFETY REGULATIONS SHALl CONFORM TO THE PRO\1S1ONS SET FORTH BY OSHA IN THE FEDERAl REGlSlER OF THE DEPARTMENT OF lRANSPORTAl1ON. 5. IT SHALL BE THE SOlE RESPONSl8IUTY OF THE CONTRACTOR TO COWPl Y AND ENFORCE ALL APPUCABLE SAFETY REGULA llONS. THE ABOVE INFORWA liON HAS BEEN PROVIDED FOR THE CONTRACTOR's INF'ORMA liON ONlY AND DOES NOT INPL Y THA T THE OYtMER OR ENGINEER M.l INSPECT AND/OR ENFORCE SAFETY REGUlA liONS. 1. ALL WA lER MAINS SHAlL HA ~ A t.ftNIMUM OF 38 INCHES OF CO~R. 2. ALL WATER SYSTEM WORK SHAlL CONFORM WITH LOCAL REOULA TORY STANDARDS AND SPECIflCA 11ONS. 3. CONF'UCTS ~EH WATER ANOSTORt.t OR SANITARY SE\\ER TO BE RESOLVED BY ADJUSllNG lHE WATER UNES AS NECESSARY. 4. ALl DUCllLE IRON PIPE SHAlL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWW~ C 150) AND ANSI A 21.31 (aWWA C 1&1) AND PIPE SHAlL RECEIVE txTERlOR BITUMINOUS COA'TING IN ACCORDANCE WITH ANSI A 21.6, A 21.8 OR A 21.51 AND SHALL BE MORTAR LINED. STANDARD THICl<NES$. AND BITUMINOUS SEALED IN ACCORDANCE .,... ANSI A (AYNlA C 1(4). 5. ALl FlT11NGS lARGER THAN 2- SHALL BE DUCTILE IRON a.ASS 53 IN ACCORDANCE YlTH AWWA ~'"'110 ""llf A PRESSURE RAl1NG OF JSO PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE Vt1TH AWA C-11'. FlTTlNGS SHAlL BE eatENT MORTAR UNED AND COAlED IN ACCORDANCE WITH AWWA C-104. 8. THE CONTRACTOR IS TO INSTALl TDfPORARY BLOW-OF'FS AT THE END OF' WAllR SERVICE LATERALS TO ASSURE ADEQUAlE nuSHING AND otSINFEC11ON. 7. CONTRACTOR SHALl USE RESTRAINT JOINTS USING GRIP RUlES ON APPROVED EQUAL AS PROVIDED IN THE WAHUF ACTURES JOINT RESTRAINT T~S 8. ALL PVC WAytR MAINS .. THROUGH 12. SHALl BE IN ACCORDANCE WITH AWWA C-900. PIPE SHAlL BE a.ASS 150 AND MEET THE REQUIREtotENTS OF DR 18 IN ACCORDANCE Wlllf AS1lI 0-2241. 9. WATER MAIN PfPIHG OF LESS THAN ..- SHALL BE DR 18 AND HA~ NSF LOGO PER AWWA C900 OIt.tENSION RAllO OESlGNAllONS. 10. ALL FlTT1NGS 2- AND SMALLER SHALL BE SCHEDULE .0 PVC WTH SOl VENT \\QDED ~ T1PE JOINTS. 11. AlL GATE VAL\€S 2. OR LARGER SHALL BE RESlUENT SEAT OR RESlUENT WEDGE MEETlNC THE REQUIREMENTS OF AWWA C509 12. AlL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS or AWWA C502 AND SHALl BE APPRO'.'EO BY lHE LOCAl UllUTY AND FlRE MARSHAL. . 13. MAlERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION S'f'STEM SHALl BE IN ACCORDANCE YATH THE LOCAl. REGULA TORY AGENCY CODES, PlANs, AND SPECWlCA llONS FOR CONS1RUClION, LA lIST REVISION THEfU:OF, AND SUPPlEMENTAl SPECIflCAlIONS THERETO. APPROVAl AND CONSTRUCllON OF ALL POTABlE WAlER SERVICE MAIN EXTENSIONS AND CONNECllONS MUST BE COOROINA TED 1HROt.IGH THE. LOCAl. REGULA TORY AGENCY. 14. THE CONTRACTOR SHAll PRO\1DECERllFlED UTlUTY RECORD DRAWINGS. SIGNED . AND SEALED BY A PROFESSIONAl' LAND SURVEYOR. THE RECORD DRAWINGS SHAlL SHOW THE LOCA lIONS ON AlL WATER MAINS AND SERVICES. THE CONlRACTOR SHAlL PROVIDE: TEN COPIES OF' tHE CERllFIED RECORD ORAlWHGS TO THE EHGfNEER. . ~ - ! o :c .~f, .<.) (.) Q III!I) WORK IN fOOT RIGHTS-Of-WAY 1. ALL S1RIPING SHALl BE THERt.fOPLASllC AND SHALL MEET THE REQUIREMENts OF FOOT SPEClFlCA liONS AND SUPPlEWENTS. 2. REFlECll~ PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT SPECIFlCA llONS AND SUPPlEMENTS. 3. AlL 9CHS WlTHtN FOOT RfGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FOOT SPECIFlCA liONS AND SUPPlEMENTS. .. REF1.EC~ PAVEMENT MARKERS SHAlL BE PLACED IN ACCORDANCE WITH FOOT, STANDARD INDEX NO. 17352. . 5. STRIPING WITHIN FOOT ~T-OF'-WAY SHALL BE Pl.ACEO IN ACCORDANCE Vt1TH FOOT STANDARD INDEX NO. 17346. 6. SIGNS .THIN FOOT RIGHT-OF-WAY SHAlL BE CONSTRUCTED IN ACCORDANCE NlH FOOT STANDARD IHOEX NO. 118&0 AND SHAll BE PLACED IN ACCORDANCE Vt1lH FOOT STANDARD INDEX NO. 17302. 7. . SlGNlHG AND STRIPING YlTHIN FOOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE MANUAl ON UNIFORM TRAFFlC CONTROl DEVICES (MUTCO). 8. All M)Rt( PERF'ORMEO WllHlN THE FlORIDA DEPARlltfEHT OF TRANSPoRTATION RIGHT-OF-WAY SHAll CONFORM TO: , A.) nORfOA OEPAR'NENT OF TRANSPORTA11ON STANDARD SPECIFlCATIOHS . FOR ROAD AND &RIDGE CONSlRUCllON (1918), (aka: STANDARD SPECS). B.) F1.ORIOA DEPAR.....ENT OF TRANSPORTAllON RONYNAY AND TRAFFIC DESIGN STANDARDs, CONsnwC11ON. MAINTENANCE AND unuTY OPERAlIONs FM STREEts AND HlGHWA'f'S ON STAlE MAlNTAJN(O SYSlEMS. (JAM. 1998). (ako:, $TANOARO fNDEX). COWPUANCE YAlH AU... APPUCA8t.E INDlCES'S . REQUIRED. g. tHE NAlNlENANCE OF' TRAFFIc IS TO BE PER FOOT INDICES f800 AND 1623~ WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COt.IPotQ1'S Of' 11C WATER S"tSTaC, INCl.UOING F.lT11NGS, f.NoRANTS, 'CONNECTIONS. AND v~vts SHAlL ROIAIN UNCOVEItEO UNllL PROPOIlY PRESSuRE TEs'IUJ AND ACCEPTED BY 1HE OWNEIrS ~ PRESSURE 1tSTS TO IE IN ACCORDANCE Wl1H WAltA OEP~T SPEaFlCA11ONS. .CONlRACTQR TO NOl1fY OWNER'S EN<INEER AHO WATER DEPARlNENT INSPECToRs 48 HOURS IN ADVANCE OF PERFORWINO 1ES1S. 2. CONTRACTOR TO PERFORM CHLORINA llON. BACTERIOLOGICAL SAMPLING SHALl BE BY 1HE LOCAl PUBUC HEAllti UNIT AND/OR LOCAL U11UTY. . . ' CONlRACTOR SHALl. OBTAIN ClEARANCE OF OOWESTIC WA 1ER $'tSlDt. . COPIES CW ALL 8AClERIOI.OCICAL lESl$ TO BE SOttt.tI~ To. OWNER's ENGINEER. 3. A H't'DftOST Anc TEST CONSISTING OF' PRESSURE TEST AND LEAKAcE lESt 9iALl BE CONOUelEO 'ON AI.,L NR\. Y-INSTAUm WATER DlSTRtQUlJON S'f'SlEM ~ PPES AND ~ANCES. lHESE lESlS SHALL IE IN ACOQRoANC[ _TH, M PAO\1S1ONS OF AWW1., ceoo' OR "23 AS .\PPUC~ " ' ... AU. HE"" Y-INSTHJ.EO WATER DlS1II8UTION SYSTaC$ SHAU. !tEe DISlftClEO IN ACCCR)AHOt Wlllf AWflA C8&1' - ~$lNf'ECl1NG WA'TlR MAINS; '. , '. , ~ . " '. <""" ,~ ",. " ., . ~\ ~ . " . ~", ;;. ;:;~'~;':'i' :;;;~ ..::. ,.~,...~'.'~" . 1 ""':~..\ . ~ . :'>.i ' ,~ '.. 'f .~ . '-lo ,. ,,~, . '!l1'6'.. I ~.T : .4~. ~ ':" '" ~W~... '.. .. , ~ 'J .:, ..,.... .~:~.,;.\.<~ ~.."'" "".r i:l ~ ~ ; ~ ~ :, ~J! r". ' . d? Ie '.' l;iE ~ " . . I"'"' JIlII~1I" . P"V':' ./ . ~' .- ,C",'; Ii;,.i~+:., ~ . M~)..""." ~ ,... <. . l .~ ~ . ~".. ~. ~~." . ~~:;~ ." :~.... '!"!.~,....,.,~". ~ ~.,,;,.~,t .~.~.: :.:..'..:V~ '.9~',/ YA'#//) -,;'\ . ,,:.' .,:.: .';0) \::::~: ::'~;;:(~~':::';~::\::-:::::,:-::~)::</ : ~ ::/X~p' '#'A ~ 2'/ /J. 4" A I . .~<.:;~'~; '~~;:'~:'~~1~:{::::;"::::::, PAh .:.,~~ ~~~~"OO~&j ~~~~:~~ :~,~~j~;~ .. " " " ,',;,. .. ,. ,"" ,.AI" "'" ..:~~ ,"'" '7.'.... "" . "7') ".,~ ~. ~"'.; , I' . ,'.' :.~.:..;'~~":......:..,....,,e,.. .~.....".l.~: ..~~:.:::.:~.::..,.<:....,:,::.:,., 1..' . ,,' .,..1 # ""J.. ~}~, ,. :. J:'\.;. r;"'~~i'.:,:, ~~'r.:;;:: :-:. .t~'~:' ~ ~,/ ':'.:1~ ,.\ :"~;:( -: -:.:' :-:':' ,"::/':':-:-..: ;'.:, -:: ~.ff . ,. A), "~ ~' "'~ " '<, ", ., i.',~.,"~,!~,,~,~,,~<:_, ':.. " "(y' ,,";.," j,,', '., : , '. '., . ". '~. ' I' . . " ", ' ..;.;. illO".J . '.l~ ~'f h},',' :,: \ 1...., : II) (~. ;;,"'~.r' :', '" r 'eJ'. ,~.... 'l2':~jf"'''''' 4!' ~~~ Jr' ;; . ~ . .. ...., .. . I ~.... A. . ..,i; ,.;.",;, '{~";r((~; ",' . ~ '. ,. . '. c. I,., ;~'_,',,',J;i~ '''';'}''''.i.''i,",';:'' ,';.'i ';........." ..' . ":... "let" 'J.~"':"'1<'" ,',", "' 'i-.' " ., ::' .', .."" . 'j, '. .". ',. ..~.'(', ~1I' ~ .:, '..} ....';<1;....::' ,,-!.; '. "';. " ... . t ;-. ..'.., .. ,'. ," ,.' . . ., .~~., > ....~....~... -.il"i :.l!. .... ....'t' ," , . , hi.. " '. ,'-'.,. .' ;'" v 'iJ};-:";~,\~:..:){<;~'~,;, .' ,:.:~-\~,~,,: ',;:".., :,~' .. ,'.. . '; 'IS: ',/J?i~~{:":;j:,,~E~~<,t'~:,}<." ,:' J :;":' .... ,,' .:. ~~ ',' >4'\.r~.'lit... ."~" ':;" " ,>: :" :/1,-.1 '.. ...... ....,..-;.. . .'".. .;" . . ",. !,r~ .J."!$'~ ~"h.,\ ., '0 Ti;{: I' :..' . \. ....~"'~~ -'t~ ", ! .,f"l . ,; /~,_'k):^" . ~" \, ' ;.]";':\..; "'. /':-:,'\'~ ;;.... ''''~'''''"'''',''''<' .":.'ION" 'Kd..:.aI'L \?'~"~~f~ "I.~tf:;.;;~~~:f:~~. }':, .',';. ..:.. '.:. ::,J ~:.:.CON W,,' 'VJii''l.fu. ., ;I'. J''''f' ,,.I"...,. h.' ,j,! '''' ."' ....;r. ' . "',,' - ~t' .:.i;i;:..t..... . It*"~,~' "C,t{'t .~!!. ,'/,:, "'., ,.d},: .. 1)..:: ..~ " ' ~, 10,,'.,;' _ . -. '., ~ . ~ ~.,:. ,1 ;\'!.l~ ~. Pt i' "i f ~ 1, "li' t-:i"" ' .;.... < ~..".~:~'.t!~L~...~.l~~ ":"~! .,..:.,":1,_.....;.:...:.'.,f...,,>.:_~.~2r. "':" ',::;'. . "." < .,. ~. ',.: .", '-' ~fj. ~.- -, ' }~ ""0 "-.;J:".. ,. I. ~ " ~ ~ ,.:,' ,',"" ,.... '.... ,,'\',""~~.' ~::..'. :..." '.:,' ,.... c ' ~ ~, . '. . , ~.. '.. ;,. ".,,",' '!..:!>ti. '. :r! ". ;' ' :, '":'~...,,{<":, " .,'. ",..h' '. .:, ie,';"." ,.... . ". ~t >\i,<' .. '....,.;.ri!'<\.':~. )'!,'"'...".',, '.''';1..; .. ",' , , "<{;,','" '. 1'};'. '. .':, ':~:, " ,: ;1;",..." . ,t..;'.~: ~~":.: ,'" . ," ,;.. .' ., _ ,..... \ ,,'.:';~:' ',," , '. ". ;~J~~ ':~"".~ .;1,. "'.", ( . t ; "'_./I:')i:'J.-..., 1.. ',4."",. ,'. ' . t ~.'(?"'I ;"~"t~jd" ... ~.~ ...' . ..... ~~'!: :' ~~/' ~ .' , ....;. ' ,~l , :~~~::"~:;;;~ ~~.~~'i :~t,~~~:'~';..:,: :r;:'.~,~i-r:,~,~~~:.t~';i.' ~:~~~', ::..::~~..,;~':'f.~;;~~;:<:.:,;.~1<.~~~f~ -r ." .-;;.'. ,!!\, :...'..' -"'" "... ,.,.../.:t..".~"~".> ",,, '\1'.,;.. ..:;\,:"" .... ,;,:,.~..'t.";~{",. ;;..'.'"~ "';;;~"""; '.. . <' . . ..... . .~ .' " "', , . ',. "," . . , ' ". l, -\< J ' ...' ~ t.., ..';;"., '\ ~". . .:._' ~ f "~f~~~~ti~ : ')' '-,' _ ,_~~:t':~ ", ~..' '.< 1 -b ,~~ '}~,~..,'~.;~;,'?,::,~'-\.~~~~;~~',,{.', ": ":", :;;~:,~\, ' ;" . ~ i ~' ','''. ,.~...'.~'........., ".': "~' ',1:" , . .; , '. ,,, ":'.'.t ;' '.:!A t . l~", '. -'~ ~~,' ~. '. , (~t., . '.. L.,,...:i"i,,. . . . i~ . j' \ ", ~~ .. -< \,~' ;:,:~', ,,:"" l,.. .~~;;.~ ,~ .- '; . :; ',jl:,:,~~::'~ ... .. ':: /~:.,', ... '., " t '" .... ~,-~::-;:~ ... r . <; _>< '\ I~~,. ." '.. ,'F:' :: \y . ~ ' !.;~. to ~ ' iY ~. ~ " ,;:, :' " .'" '.' , -1, ..,,":," ~~...' " \ " i" : :.'~ ..~:.i~::l'.: ~', '-" '. .~~ l .... ' .\ : "- ,;, ,.j", . :'i: f " , .' .. ,~ ' ~;. ~~ ~\ ~ ~ ., :<: "! ..<4'7-, '.. J:.. ,.;;,; f,.1 1J.Ji ~t.~ < <' ~ -,_' )~\.: I;'J '.:' " ". " p;. .... '\ I I : ... "i "~;,'~'~,}", ,. t' \.- -.. <1W""- ;~~; " 'r ...~, ~l. I{ .... ..,: ~->!. ~ ~ " , - 'r:~'" - - - - . 1......... - .. '. ,..,. .- .,::.~~,I.t,r\,.. ,~~':r.; ;"">~:~:' . '. ",,'\.z' .:2..',' d',.'':, .'. .' ~'7'H'~' ~-. ; '. " . ~ ~ ~ i. .'. >. , - .( ~?"-": f-. ; :. .'( .' ..j"..., "'" \ " <t - ': ":.,<: .. . - ''l:i:1;.~v ~-..." .' ~~\,' . , , ,. , ".~ . " ' " -. ',i'. "."c" . ;:/, , : '., '. . '." . ,." " 7" WHIlE ,,,, L HIe st~' r , 2-J .... . ; . .. : :" .. ."'., !. .. , '.' .~< ,. ....:":; l<'.' ., E ., <,c, . . " .... . " .:' ~,~ .'. .': .. ;.. ,- . . . ..' < . .' . .. .'. " ',," ., , " ,; ~ ." ." .. 't : "', " " >,'. '. ,1~''''';.. -!...t-",.,..t.:/'?' . ; otME'NSIOH$ :~WN"~' 10 ' ED~ ()f:::P~VE"ENT ~ -,' , . C'i,.' -.. :~ '~~ .. , ''{t" ,,' , '.. , 'J I' , .":'. '.). .' " ............... ~. . ~~~ . S ~......_ 'p' .' lJ~ ~ ~ ~~- -- ~. ......~~;, ~..;;....... . .' " -4 -- . .., ." ~ . .... ~ . co 18. . , . 8w , 6- ,,' -". '. ........ " 'o, . ", -'.' " .. '.. ./); . , A ~:1 .~ J ,'" .. '.- "~" .......,.....~. .. ' , I' '. ~ ~ '/ ,,' . 1.25- CIA. ..', " ~." i' h . .... " . '. '.~ WHITE 'ON liLUE . I' I'" ~ " ,f~~~~?~T, t,,,; ...,,:,:'_, .~ ' BLUE . .:f .- .' 12"'.1 ..... " b td '. i WIlE PAINT .. .. .... . io .. ..... u,. ~ . ClO .- '<1' I! ~ -:[ ~iJ .. .' '. ti~Oc ;; }.'. . ,1;. ' .,~1' ~\$ ,..........~ ' ' ~. . , '. -l ... 'C: ' . , . . , , ~ " . t' ; ~ t. ... '"W,c, '. . ~. .W.., .. ... '. ,... BY ..-m ..... OILY -"Y. . - .. UP 10 tzao.oo 1.''R NOTE: EXP ANStON JOINT TO BE INSTALLED WHERE CONCRElE ABUTS CURB. ... W '4- .' .. ,:". , ,i~ ,. BLACK ON WHITE WI . 1.5w ~S ; ; ~ 'J' ~ . ., ,~ ~ -- Il. . '4.. ..... .;.f . . .. - i \ ;.: l.; . 1,',>1:'; .' c, : ,<0,:. :,:.t.... " , .'" BASE ~ICAPPED p~ VEMEtiT 'VMBOL D~T AIL " -' ~ .. ,,(, '\ t 12- I . -- .. . BLUE 12- /." ." BlUE \ HANDICAP SIGN I I ; ,,/,,' ,-'" - ,r., .. 6' AceEss R~ . 8"1 J ~ I t ~ ~.'" " 12' 10' STANDARO STALL , .... "- THIS SIGN TYP . '-... 0 EACH HANDICAP ~ PARKING SPACE "- 3- GALVANIZED STEEL POlE ~ITE Yo........ ........... ........ ...... / SU8-GRADE y~ . " 'A '- ."., , 'A ,,' .' ~ ,.' ~L "Jo. .> .,! '" .) ,~ ~ F.D.O.T_ I~EX_t!g._~OO TyPE -D- CURL ' XtPIQAL P~-'K $T ~.LL " .. .,; .. . . - WHITE . . . , , . ... .. . , '. ' .: .:~~~.~;'~~; .~;;.:~,,~'!.:!'::B;~,.2',.: :.t>...; :..'~'..:!: i:: ,.:'. ~.:':;:: : ,...,.,.....' ."....~~.:.:'~ ':..iII'",.., ..,;JL.:',. .=, . ".EXP' '..IIdS'ON' J.OINT4' '. ," ...... ... ~:~ ........... ...... ."."" . . "~'" ..-: :..; :> .' : ..:-. ,;.:-.. :. '. ~: 1/2w PREFORMED" ~ TAOnU: sURFACE ',.' f' .~.. . ~...JOlNT F1LLER,"'~_' .~. :. '::, 'J :-; -.:: .'...,.. ~~~...>< . · ;' .~ .'~':~. .'(ALL AROUND) ..~ :;~: :CONST 4- THIC!<,;.,..".: ...' ... ... ....;,.. .~,~'::. -; .. coNCRETE' RAUP'" .' ... ".~..' .~. ,; _. . .' .,... ... ~. ~.....,. :....T'., ........,. :.' ...,'.. ";:.' · ';'.:-~DE' 'W';J..L'K:' . ..;,.'..' '.:: ~.".. ~', .....:.,.. ....> .~. ~ ' '.. '>i' . '. .' . . .,... . '.I~" .' . " 1" s' S11) "I- .' "I PAVEMENT . in I RNISH GRADE , . ..' z UJ w iffi 'W 1::J -4 " I C_ T~/ --c:- 71" Std. Y . --1- 6" Min~ , ,..... .- o o "" ~ -- . - '- I. s'.1. 12' ,I HAtI)lCAP PAIWt4G PAVEMENT MARK'. t t o <0 I , tl~: . " i:. ,.:o'~', ':'. ... ;,. future Curb An~ Gutter Construction & 20' R Or As Shown On Plans 1'-1~ ~ A fYc 1'-2~+ J '- ,1' Exp, ~olnt t I '---A ~C '---8 Valley Gutter Curb And Gutter , '. 'x: ;:0 .. . . <.J r... ; ~ . ...... . . ..' ,;. CONCRETE ~ ":..':~ I.~ ;:~.~ ~ ,': :~"'r l '. ~.' -':"1 ~..'" '. . .: :'U':. .~ . ': .... . ,. '.. .. ..... .... '. '. 6" H" ~~ ~~ ry \'" - . -~;:"'\", ",: 1'-6" - ; A r NORMAL 40' -O-WlTH 4' WIDE ~StDEWALK MAXIMUM 50'-0. WITH 5' OR WIDER SIDEWALK 8" A ~ . N . ..... ~ I ,.: . TACTILE SURFACES SHALL BE CONSTRUCTED BY , "', ,'1eXTVRlNG TO A DEPlli NOT EXCEEDING 1/S- ",'~ " ,fry USE (E A rAMP OR ROLLER FABRICATED "WJJM AN IMPRINT SURFACE OF EITHER 1- MESH 0.%50 WIRE CLOTH (PLAIN WEAVE, CONVENTIONAL . . cRIMp), 16 EXPANDED METAL (STANDARD) OR ')'L8. EXPANDED METAL GRATING. PLAN 2'-0" -. ... ~ .. .. . '. '.1. ..4 '.'.. ~ '. . . ..:. .. '.. .. . . - · .,. " .. · . .. <II' .~ .~ .' . . ... ".... .~. . ..,... · .41 ..... ~... .. .. '. . . ".' ~. ,4:. .... . .- t.. . .. . ..' -. . . "..... -, .. ... t.. 16, ~J . '. " ... .".' .. .' '4' .. . . ,., . .4. . . .. .: .... .... . . ... ~ I " -'41{" , , j c i;t J~> " ~. ~." :,:: ,,~.. "'-' ~,.~. "'1'<' ~...:.,( . A>:'~ "-9:'" Q' ')1 ~~ tl,lf iE 'J'~-~ J . ",. f'-9'8 ~ij' . ~;. . 'is !, s, ' :c 1 ". ':( ,.' ... /~: . . ,~. ',:. -c '.'){~ " ". '1',~'.' . \"~5t' ~ {oj;:~" t. 1.,..... ~ ,I' ,.~I ,.,," '. I .. ". " " ;.:, ' ".', :~;"'-"'"'' :.~.. , 'iht; ..: " '.', ,-, ~ ~ ~~..,f ~~.. , I. .1 TYPE F 4. . .. ..- . '. '. .. .. A .' ." . ... i. .... :" 1'-10" .' ,,- . .. . I~ {~ I. I 1'-2" I ... .. ~~ .1 l' .. . . .' "'- EXPANSION JOINT ~STRUCK JOINT 1" ~ 7'1 Std. 6" Min~ . I .... J.: _. pi '.. . ,.... ;Jf/I4I ~..' .... 4~~ , HAtm.ICAP SIGN, . ".~.~' :.~. . ~ ..~~ HCSGN...DC.OWJ 09/18/115 NTS 3'-0" 1/2. EXPANSION JOINT FULL DEPlH / BROOM fiNISH ~"-rll.D/W . . : . ... .:: ", '.;. .- ~. . ... '. .. ~., '. .,... I I " .. _ ~..4 .'~ . ...... ..4.... 4 . . . . '. ,. . ~ ~ . . . ., · .~. :':"':";' :: ........ ::: · ::C:-:;' ~;:'.: ~.;:.. Q i ."" ~., 4 .'! '. ~. '.. . . ".' ~. ~." . .. . .. ,. :. .. ...-..,: co '. . ~ NO ASPHALTIC PAVEMENT SECTION AA . ;, ...l ..' "', ; .... l' -10" Note: To be paid for as parent curb. DROP CURB . . 6" l' -6" ;--=--1'" ~ b <<\, 0/\ Y .' -- ...... II <0 T , J ~ ~~~ ( J~~~ 5'-0" 9" 1'_6" J" J 4R~ I.n I [ '~~ ~J ~ LJ_* ;: ~ 1-- 7i"Std. j '. 6" Min! I 2'-3" I . ~ ~ . I . . ". f '. "" '" -1N " .'. i.:.~~ . '. PC OR PT OF"' RADIUS RETURN ~ < EXP ANSION JOINT smuCK JOINT I: 8" -I SECTION SS r- NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES Tq CONCRETE OTHER THAN DRtVEWAYS. MAXIMUM SPACING SHALL BE 60. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FCRIBEERTEIMPREGNATED PREFORMED JOINT FILLER, TO FlLL DEPTH OF CON . '.;' ..; , , .. l' .c. , . NORMAL 1.5w 2.0W HEA VY DU.TY FOOT " - ASPHALT ---~..... TYPE S-l ASPHAL TIC CONCRETE SURF ACE COURSE MATCH EXISTING PAVEMENT SECTION -INCLUDING FRICTION COURSE. CONTRACTOR HAS OPTION TO USE BLACK' BASE ABC-3 IN UEU OF BASE AND SUBGRADE. UMEROCI< BASE MIN. LBR 40 COUP ACTED TO 9S" OF lHE MODIF1EO PROCTOR. ,- TYPE E ,'. .' .J. " EDGE OF I ... i THRU-LANE~. '" ~L ". .. ", I .. " ,'i:~l":- .. ./ SAW cur FULL DEPTH I ' ~~;)(JST1~G ',A~~~T~ I, . . rP.~ ,.J:j CJ~ \ ~ fI:-~ ~.;j Vq rC:J (fJ .... . 1'-10" ~. b t7\? .' -.- ...... <0 T ;; .1 Eorth ?-r.-71"Std. \7 -1...'6" Min! , I I, .rVPICAL SjpEWALK SIOEWALJ<.I)'M: 08/02/14 NTS FOOT SECTION 3.5- ~; WSTOP. BAR TO BE. PLACED 6' FROM EDGE OF 'TRAVELED WAY, UNLESS SHOWN OTHERWISE. .. ~ <0 -- - ....... - - - ~ BASE 8W 8" SW I: 8" .1 .~ EDGE OF TRAVEL WA Y ~ · If' CD t'\ SECTION CC 3'-6" " " . "', ~'" ~, ,;... ~ [.:J, '" .., 'I', " >~ ~' .:: -~': ~ \ ~.....- . ..' I<~>(!:'~ ,', .. ~{ . '~( ; " : ,~'~ , . EXSlllNG PAVEMENT , . ~ "". ""' .. \. j ~ .)-1:>': .' - ~- ,..l ~ ' , -' ",," '\ " .;,. SAW CUT o...rNf.~,'~ " ",;; . ': ,,' ' :;SlBlP a~~t>aSTlNG, ..., , " ,; ~~.. ,.,:".~ ;~SPH~L'f'::~, ROCK.. BASE .. v . ~ : ' . ';, ~;l\A$, SHO\\ti. ~ J'~fCH ... ~ ': t'; ',. ''''. -;l:)(iSnNG .IlMCNENT ...,'.' .;.~.<; "<c.', :~:r' . , ~.;~ ~..'. Vj " . '. , .' . PC, OR PT OF ,RAQIUS RETURN J! '. . " ;, - '. " ALTERNATE BASE 8W lOW SOIL CEMENT CQMPAClED TO 95~ OF' THE MODIFlED PROCTOR. VALLEY GUTTER WSTOP. BAR SHAlL BE 18- WIDE AND 12' FOOT LONG, OR AS SHO\Vt4, WHIlE REFLECTORIZED PAINT. (SEE PLAN VIEW FOR LOCAllONS) 10. SUB-GRADE 12W 12" <- ' coMPACTeD SUB-GRADE MIN. gSX MAX.. D.ENSJTY AASHTO (T-180). FeV OF" 75 USED CTION ." 2' ,; SlClNAGE -,VV WTY'SHl T r' .al D .a TPI~.. o,.':: ,,,.. , . 'P'A ~iTH'. \" I.. T " ~ . .IIJ . ,. 1 Z- MIN. PROPoSED' . . , ASHPAL. T .'PA~T , . " r . PROPOSED ASPHALT '\ .... PA\lENENT CQ~ QUIll DYAI I.EY + QIlTTeR TTE ,rop BAR ,DE,TAJI.,. 'JWlTtt SIGNAGE, , , ~ . ", , ~:' 8- . . <D 14 - ,REBAR CON11NUOUS STOP 0 EACH StDE OF CJ'S .. : .: . ,- ,'" 1 ~ . Ii \ f. ',' :- :.;i:X j~,:2i~'~f( ~;;,:: . . .: " ,. ...... . ~. ~""II: ~;:':;;~'~." :.~,{,~ ;:~~':';.>~'::-!', '~~;~: . ..... "";t:' .'~ "1' .... ..... .~iti...-.. :., " ..... '."r .. ".'.' .. " ':,... ..~..:.'i.: .' Ill. .,o ,'. ,'..,." ';:., .f....: .. , ""'$ ". w ,"."" " ,,' > .,: ~, ;~I' ,~;., ;::', "~:r} .' , . ; , ". 7;;'(' ,.. .~;/$~ ' '", ~'" f , ,'~ ) .'w~~{,: ~ . : ~ )>\...\ "i"J,!f:~,' }t ~~ ~. <~~:,~ -' '. .- '~'.. I'i:::~':, ,., :'<;<~::',~:> .~:~ '~:Ji. ~ ,..';'~~. ~ '~.A-t. I .'t t:. {'J , r, , . : /{.\r'~.~'..~:~~~"'~~> .';~'~:: '~.,~::~'::~' ~ .. .... . ~ . . .'.' ,. . .. \;t:":/',~:>}i,; l:~E' . ' ,~ .. ,. .. ....... ..".....,4. Jr, !..',.. '''..:: ~. ~.~.: : : 1 4 ~'. :(Z:: : ~':"~'~. " '" '.., . ,... .,. ..... ~ ..... . , " . '. '.. Of . .~:- '.... .' . .~. '.i1. .r. '. - . ~. Of." . _. l' \ ''', I.... ';.' ",Ii . il~. ...~. .,' I:. .',"_': ' . f .... '~".'" .}' . '. .... .I....~ . .....':.. '.' ._.:, ~I.' ."'." '~.' . .. ....... .: !.. :. CONCRETE ... . 4.. . ' '. ' ' . .' ." " ..' '... .,.... " : ~r, .'. ::. .: ':.: .; ..~... , ., ,. ..... . ... '.. I . " .;, " ." t, ':" ,4, ..;:. . .. .. .~.ft.'. '. ,~ ~\~~~,>Z">WB~~~l~~~~~X~~: :, ~"'. '\.. '\..'" ..", "'\..., 'I.' ,",,", ~.,..." ."- " . "' ""r"-:"'.: \.. ".'", ........ c" ",l~ " :.\ . :STRUCK JOINTI~' ., .. , 3" . ,.....: SlnDE ..,....~, " . . 4 .: .;, ..., ..~.. ." . -:. --. ,.'~ ~ . , f_.~.~-:'"" ~ '~ .~ .-:"\.' ..,.,. '" . . ",'. ..,' "~".I:" '".. :. J\ '.. ., : .~" : -," . " ". :' ~.: .' ; , ,', ~ .... . '.:. <.. "', 1Q~"~':"'<~2"~" ::.~>." ..' ...... ' .<~.; 1" ~, : :) ~+ r>.;. " ., t.".. . >':"" ~ ' ,. . ~', \ ,..~. "':~'" . ...J..,., .' '/:'. . ie",:." ...c';.': ", ;' .' .. ...j..... ." .'c..../ ..' ", .^_ , " , '. . '.... -. i...i' ,. ...~ SI~.,,, '. '. ....~'l".:: , '.' WItH AJc6,.' W1.4XWt.4" . · ,,;,:. ,~;. , . ,,' :...;~~~:,"<' " .. ROUND EDGE o , t v: lol 'r PAVEMENT. SURFACE: . ... , .. t-:l -11 , T .5:' ..,. 44~; N' ..... , Dt:AM~':." ,.' ~i.."~ ':~ 6' ;. ~ ,~~i~ . :~., \( . .' '."'~*";,;;, 6' . CONCRETE 6" 1'HICKNES$ ~;500 PSI VdlH .~1tON, NYLOt(. ,.-. . " RBERS Ie .LAMaERT R8...t84 WRING COMPOUND. ',.,' ~ f . .f" 10" ~AC1ED SUB-Gf:W>E L8R 20 COMPACtto 'TO ,9a. AASHTO T-180 .11' ~, r "~, ~2,,;,::' '.. ."; " .........".,;;" .,,,,.'; ,'.' ," , ; TAClIt"sURFACES SHAU. BE'.' .', ,'&y' ,~\~:~, '... ~GTO ~ ~ NOT.DC '.' '1ter, " _'. ,'. e'. USE OF A TAMP OR ROLl[R :TED.. .' . .,,"~4J WRlNT stlAFACe or EJ'f'f'G. J~4~ ' ~-:-:~, l ':, '.. ='~~~~~AL .,... , .... :/',.,.: ., .. 18 ,t('f8ANOEO"iiiALlKORA 11NC. .: : '. ' ...'. , '. -. ,':,; rl .' .~:~, .~~ i, ..;t., '.' .Ji1. ~~. ",.,~:. """.' ";::'. ~oet;:;":'~(\J:,~~itq:"," ~ .' , . ~:..; :2\>::~.: >~~~ !Il.~;; '. r~~~-~.~S.k:,'~:~';~~~'~~'; ,,}, . .~. , 'i '.:" ~ ". .r:,. " . ";'.:" ' "'(; :.' r- .' , , .UANft."';.&DDeft B.a...... :,,'. ;'t. ", ',_ . .,,~ l .." . " ..' '. ,.,'. '.' .' . ~,. . .~:, . . ~ '. ;,,' ~ < SUB-ORADE . -I' - ~" i , \1.'< . ~ " ,...~ .' ;, '. ,. ,. ! t , . . . - ~, ,,{ ) . '. .(1'0"1 .' < ",,,,. ~ -" l <- ", f . ". . S"I'{.~' ' . . 'tf" "i'~'!~ . ~_. ,~: ,.,.". .~ ~ ~~ ...; ,-- E Y,' . ~~",' .~ . '. ..>- l. '".;' .1, , ~ i \- ~~~~~ ~ 1" 'j ''( N~ ",' .- .'. . :,~ Q.. ....'..'.;': ....:..:ct', ...' ...' '.>A~ ~... ~i..,. l~'",. ... , ~,o ~''''~~~~:~(/~-~;~'.'t~~;''~;: :~" . ~,"t '1 ' ....:.. --- '~ -i'P'~ (' . '. .., ,:- ~:1" ,- ". t. :"1 ~ '~",~ ~, .' \.~ cae.,w".. NTS \, "": ;. . .'.,CU '# '. . f' ;. .. -1''' '^ ." :::<t, ...~ , ..( ! .-" " ~'T ..... . :1"1:"' :PA~ :TION "'I' " '\, ;::':t. .. ~,"~fr::, \ ,':"'::;~:' l . ~ }' , . ~, . , ".. '.;i ~>..". PAY-c;cIN2.OWP ot'-(14 Itts '" ~. 'J . . I : ''1 ' ~-'. ~I - . ..."...... ., 0'. '. :'''<>.,:.> ..... " '" "".'. -.l'. .' "./.. 1:-:" ; . , ".". . '...\... , . . .. . " '. " .. .' (. }: .. ,,;....'ti, , . ",' . J . , 1-",,: l." .... c . .; . .. ~.. ,~ .. '. !' .' .. ; >.. ' '.1 l~ " , \'". , ..h ( ~ .... ""'::.-t.. , ~~, .t \ " ,{ '<'. .f.';~;:i~i~/'';:~:~~~'~.2.},~:~1~,~~~':'(''~'::; '<'~:1::~'~:-" F.:-.' ,.'. '.,11'" ft:" ..,:'" ' ..., ."':~" ('i'" '': '.!,~ , x<').;~ i ..~ . ~-+" ... . .:.; r ' " -! ~ ,t.lf~' ~ J~~' ,. J\ ' _.~_'!A. . f ':"':J " . ~,1t e ,,'~,.j ~ I.. ~'i--~ ~ :.~: ''''' ,~ .1,: '~i~.," -\ <' g~ f ~ .:>~',"~'~,,;';,' ',:H:".'~. },^'~-'r' ", "" .:', ;'r'.~f' B~ ,"". .'" , , ' ,;~;,::.:.,'.~,.".;,:"":.",;,~~..,(~f~.;".'.."_.',,",~>.,~;,( *:, "" ,~ ' . "":. .',. ., ? ,'._" :, ,'. ..'-Iii! /'I)'," ,..;, ".. .'-.. :" "'0:. :,:'., ".. ,.~.~" ;/ ;' '. it\,\'S';--~,;'" '/,~.::.o ..'utl~"'" ..,...' · ..', ~,r~'~: :;.: I f( t^"~$;.~:,:~y.:':,~\,';",4.i:.(. ~,"~.i,:,. ,~J '~: ;': ~;1 t;',~".:' {, ~,'~." :tl 'I,~' '~. ~V "f. ; "";'(~~t44~~,,;lr:"l. p ~"..;J"f,~f, ',' j . ...: "i":,~'~''',', '.' , . ~ . " .'~":;... "~r:..\.t:t?.'. :J{~ ":I-"'{~''..' :',; . ,:.,,~. .~.. . ~;t;.., " , '.' ,t . ~.,' ", ;0\, ,,& i: '.., l ' 'Ii ' ., ~ ~ ~." < ~,. * ,'~' ~"'''''' \' ~rt,. I(,f;".:,'" I'j'~ .. :~.~,J.'-< '~'''~ ". ~'- ~';";,..,.,~ '. ' .",':it.r;" "'~i.:.. I",,~ ',', . "" , ... ..~ j{ ,:\' ~.:'~ . . ,.' . .<" ,~:' ~.;~.: .:'.. i I ", ..' , , . ..,.,. ,~(: :;',' " <~:.~,,' ... "I" ,,'~, " " ). ,.;.if:." ." ,. :':.1,: , k'j,y. ,""I' .", ">"!' *:" '. ., ~ " '1. . t...,;..'.' " ,~.~ ,~ "l! fY~~'~ ~, . '" . :"u .~.L" "" . -,.,. ".... ~.~ .:::-.~ ~~~,;~. ".~ il" I( ;" '1', ' . r;:.; ~~: . !.' "\ ;.' .": ", ~' ',,;,.:, . ... ,.. {/,', '<;)~i/::/ ,':~'.' i';'. ,<~ ,t<<~ .~V; .".,,';, "\~'{"i"::j'j:'~:" <~, ' ..:'~~'" .ll."....~~! 'J';. ~~ " .~...~ ..,. fo'_~__~~."~~-...v -... ., Ii":~~1::~~;", ~ :-:"0. ~ :~ "~"',,,, -..,....,. '.;oj'" ..1 ,>';~.",'\ '..e ''^. . "'.'-.' ' :. ;::'.~,;,,;.o" '.......'5",. ,'I"~"'"",' "7"'~,,'. ,~.:.. .'. , . ..~'.~ '":;'~y'~;' .. ",if; . ,'" .,' "~. ' , ...L;' . ',;" '" .' ~ I 'f') ;;, . 'J, ';1' ~, $:..1....... ).\':'....J. a '.~ 'l'SO ~~.. ;_~'! ~~;..::t~;,':'';...~ il~... ~~~~ . ~";~ , ,. . "~ .' ~',. -::: :.~,.;, .. ';: ",.;.<;~,:" , '.' ','., ,.' ". u ," ~ ,.,' ..... .,........ .. '"..' 'PLAN' fi; '.": ,'". ~~';' ,''',,/ ';: ;:;5.~f?s~r::,;~' /, :"" -' ,'. ':. . ,'. ,1" "ff1" '. . "~.' :~..-<.{~~!l:.~ ';~~. :~.~'?"..- -- - .t" ,,', .... .tt' '.':~.., >:,' .i l " . " : ,.... .>'V':~:l:')"\;~~";; , )"0:"': ,.';' " , :'" " ,t1;~ b~ ,:~', , ~>" . i. . '~f'! , <' > '. "., !;i.. , ' , " ;. , ~ : . I. '. ,.~ .~ "j' . - 'T'~!~,,:.". ~ . ',' t~ ~.~ f ,;'/ ~ ',' 1.' .' , ',' ~ ., ~ . '. \ ,},~- \ - '. t.' t, ..... . ...., '1.'#." . . " -, . . ., '. ~" ~....to J/ff'. , '. "',''' .', ~. '.- .,', " . '.' 2"r 2'-"- t ~l ~l-it1~~~W. . , - . T-L, O It ' i ~t' ;., de'e ... 1t;;~t~ ~ . " '. . ,.,..~,-4 ,', .. ~ );, ( io, - , , . 10 Jf. N , . ,Ot? j A; .' ... ir -11 ~ 11).., :1~ .'. .-,.""" . 219'_0" ~. 'f .s .. ..~'llf' ; miS' !: .~~ 0'8 %2 . )( ...: >i -3 -'t. aj,S. _ et: .j ~~a 5f. I, ..'3'~4" -5" \"'" . "~ ~:'2~-O" I~ bt "f Grot;...! <>' -r h 20 CI. f ~E)'8 Bolt l~ c.i I ~ See Index 201 t '~ ,\ -r --. ~ ~14 Bore 0 12" Ctrs. c: & C,' , , '- . 2.t . y .", ,. I. ; It .- ~f : , / STEEL GRATE"'" " H- 20 LOADING ,. W/'3"xJ.xS\1S" FRAME " . w '" ~ '. ~''k ~,}~~", f . '~"~'j;1~ ,< i:t"'/t~ ~'''' ,,' '. "'1," ~: '~ . .. ~ If) TYPE C Approx. ,Weigh t 235 Lbs. CAST IRON CRA YES . PLAN \ ~,'r-fRAME "F" , flI' ;r, " . '1:: .' ~' ,.... " ";2:~c, .... '1If ~ \- ," .' ,.. 1" -1-~J ~' , ;-1 " . :r ' ... '''~ .... '.' ~ ./0 ,," ., I: ,'. I III :. ~ ,.'. ~ '6..~ ..-cr ..! , . -..'.. '., I~' <', 2'-&- .. ~ if .:~ ~', { r ~ " . , .~;< f' -"j:'I" 4,\.-.. , ; ff: '. ',.' ~~ ~ ~ ~: ,~ '~ 'p' ,. .'. i, ,.If , ',. "\ ,;".! ..... , , ~,.. '':j.'';'' i . 'I'rltPo .., :: ..,' ~ r#4 ,0'8 .pJ~ , ~.."; :' ",,' J .... [";. " .~if:.'.., ,', .-.. .7}:.." ."".' ,-' , ' [..! 'A'. .. .'.. .. ~, '. . ":1..:\ (. ... -4" ,JIl' """ \, ..' ......", ,. -.- PHJ,~.' - ~ . la' .. 'it. .' .' ~ "" - ~. ~ '. 'Ji:. ." ," J, ", . .. : . ~d \. ... . . .: ... ,:~ . It T~ "If! IV- <r- g f 6 -& ~ cB, CD ...10 ..- ..- -l): ~ ,. . , . ,,",. .,' . 1 ~ " ;/ ,... ... . "(. tl ... " t!~... ~: ,', . CD - . , . .. . ... v-14 0 12" eTRS .... ,.. .. , .J....'... '......' ~;.:... '.. ... .... (if . ' ~". .' .... ,.. ,~.._,A. ' ... .. '>\ .v.....' '. " " 'r' " '. . ..... i ., "', , " ' SEe nON TYPE C 'j f. , . .., ~, Jo..' , j </ .-,;.z ~: ~,.. " ... ,,', " , ~. > , I,,', .' .. ,. "'I .. ". " ". ,. ' . .... ~u;.:'",; to": ~ Recommended Maximum 'Pipe Size: 2'-0" Wall-18" Pipe ,3'-," Woll-24" Pipe TYPE C Straight Bars 2-;- Retlculfne Bors 1-1 x ft- Bonds1fxf Approx. Weight 100 Lbs. '''''1 SECllON "A;"~ ,;'" "; SECllON B-B . " ~) :'NO'lES: , , ' , . .,,~'" <. ". :" 'FQIJ:ADOlllONAL Oi1'AlL.S~.'~ ,roOT INDEX NO 201 & 233. , ."'>{.. '$1OE STttllS GRAbE, 40 14 BARS 0 12" CTRS \\1TH 2- COVER. :.'/~ . :,eOTTOt.fSTEEL 'S. ~ADE 40 14 'BARS \\1TH 2- CO\f:R (SEE A-A & 8-B). . ':.' MA)QWUMOEPlH'FOrf1'HIS. STRUOTURE IS 13'. "';: ~ .".'::~a8t.~Are' ~,f&Ef~~8~E~gt_T.r7NE CHAMFERED 3/4". .':~f09TINL-ET, TYPE .F. --EQQJ I~.LET TyPE .C. ,. , . ->"l' "" 't' '. ~ ...,tf: .,1\ -. J) INLETS : STEEL GRA YES ; i >~..; ," ~ ~, , ': ;':,,;',~; < I~.~,".;'''~'~ '/' - ," 'i' " "1,. I, ....; ", . ,~~~'\'.';:." , .;'>,. . i , , ~, , ,. '.,~ DRIVE AISLE ct "NO PARKING FIRE LANE- LETTERING SHAlL BE 2.- SQUARE W1lH 6- SPACE BETY€EN LETTERS. 1HE WORDING SHAlL BE 1'r ClEAR 0; LANE OElJNEAnON ~ AND 45. S1RIPINO.~ BUILDING ~ '[~l~'{~~'{{~ 0; \l4-~.-m ' W LANE DEUNEAnON STRIP, 'I.: C,. '.. A".''' 12'1' (TYP.) 12' (TYP,) '. f" , , ' .', ,'". .,..,~~':,i)':~.:i' I ,~~:: . of .. ~,,:; ,':~" , . . ;~ > i;., " . ~. ," '., " ~ \ , ;" '" ~. f .. '.2 .,,',,'':' ..'" .1 ,~. '~I; < ' ~.' " f:,18' (T'(P~) . , 24'(h'YP..) :^...'~ ... 18', (TYP.) '1 ~:i It , . ., '" '.. , .,t, :.' '..:- ~"',..., . ~.)~ ~' : " . . . q~ ." ." ,ol ~ ,;.' I ~~"- I, . , ,..,: ~ ~ --....-.... 2%~ ., ~ " , >, I ______ _____ ~, 2% M ~'/... SLOPE . t ,. , ,. "" ...' ~-: ~ , , ...r', .... ~ '~~:w,~'~ . ~ J.. ' ') ~j r", - ,',', ,J ,. . ,....... - ,:.... ,- c TION 'OF ,PJ AND ACe . ~: ;. "\'- '.,. #,. ; . ,." f'> ': FIRE L~RING DETAIL . .. '" , " ; .~ l, ~ .~~ : ,4.) ,. ,;.' ... ~ '.' ~,,;:~.. ~.(~'.' "'I' :e. "r.b.~" ,1j.!o;~- ~~}, i;~~:~\ . , " , ,'~ ('" ( ~,i~.. :::',c , ~:;". '-';W. ,.,'. c ~.". . " '. 'r" , ,~" '{ ~ : '~) . ..~i\.' ".. . ,~',~, I' ,;:.' 4' 'J( A . , , . DIMENSIONS AND OUANnl1ES lot C . ...... ...... r.w. CMId. '.?fiIM PM a ~ It 'I~ ..... II E: 61.42' 11 1,25 omen..... .......... t. .... u. of ~ ......"" IenfIIlI, <> 10.40 <> 10.10' 0ImtNI0n8 '*"""" to aIIw ... of 12" atandard ,.. Iengtha. AOeonem. IIab ..... be ~ to ... .,..... ...... __ t1I,... See -'Ian 1*0.. , ' .": ~:' ;~ff ::; c; t '" . ~ ~ ',&'1' I- ... t-' .... , S/' CONCflt1r tI.M' tc\') . SODOING (90. VOSJ .. .-, TrWa Quad. al!M DauIlIlI TrtaI.o QM4 [I ~ ~ '0 ~ ~ ,,' o c E :;l~ I , .') )')oj.;, ... ,:-:..,~', r' ,,} M ~:i" . . .);,;> .!~ '~: -;: ":~." 't ,.' . all' ." ". > '~f!" : ..,,; ~. .:\t'" '. ,."' " r+- =!l!";;' "" :~1''< . Iio.o ~ , . :i'1"~;:,:.~ :, v . ,'c;, , :;_..'\ ~ . :. I:~ "" .' ,. -,....' . ,'" b\t : ,"~ , ;t;, ..' '~'-'; ~~~.~, v'~: ~ .; ~ ~ . !'~"""" ~ - ~~ .:.... <,.~;. "V ~_' ,;~.~,. , ... ,~ ~':! ' > " f':' '~I~,: ' ". J:!,,:::::: I " f. ': ~',,,, ~ ~ ,..:,. '. . .., ..; ,: \ r: " .', .' . .. ..... _' _ ~.i" ~ ~" - . ,".'" lit~tsf.;'I, '" ~ ..... ',::~ ~;., L._...... ~,,-...., '''., r-)o'-. . ,},I:ij.:.} "'It;' r-- ro- . '~'.', :~ :;;~Z' ;~. r-, :<'. . ~:'. . :..~y;,,:: ~.t:':r~>ft 1<" 0"'; . '-.. . . .j". '/ . " .. 'ji:, .... "',j 1" ': " ~~~., ,'i ^ Or ~.......' > '.~" ;..'~. . ':, > {'~wt;:~.,:. .: . c'?' .. 11,,': .' . .1,/!.'; .. -, ' '. I;,.. '-'rAf! ~~---::.~- ~>~,~>i)f; .~:~;~:^~:yJJ" : :~,:,;-.~~.,'~r:~;... " .....~ . "t~t.rI":~'~ :: ., \ y ..... . ,'" ..... .'. ~ ,.'. co""}.' .'.,1'"._,.' '. '.'" -i '.1''' ,', '~" ",;/ " ''','' ." \. I ~ :">~;" "..r ",' -;",~. . .~.." ",,:~'~',' l' ''... f., ,f :';'0C ~. ",",' '. .....'. f$'i ';" ',', :....' ";,.~-:. :~'!: .., ... '. ,." ': ~ ; ,,' I...JI[ " '. Q ~' . , 1" 'jj,;o.' >'~'. ,~ "'. ;.. ".' I" " ._.._ ' ""'~l' 'J"';""':;:~G"'" .. ..~;'. .~( "[h' - o-'~'f ~ "'-;if" l- ";! t'j"("~~'"" ~~..., ~~; .. "'~, ~/~. _<~ * .. . ,.,.,/.: , ..~ ~;.,", '\4 '~J" ".,'...' .' '," r;.... -, ,'.. \~, . ~ <~ \' ~~'.I... :1, ~ ';~\, :<:; ~ :,:,. ". , :;;"..., , . \.. ", . ,.', ,~. u.~', ~<: fJt' ~c \ ' t,..r~1l'Y.!p;..~,. '(. ..~... ..'I: '~~J:' ~. ~ ~; \ . ~ ,'." -->:1':,' -. "-.::.~>' 1.,.;r- ,,,,\,,...:t,,,:;,{. ,J.....~;y' I ..,r,: OJ~'J ~ ~ .or ~.. '" .,' ~ .'..'. ~," ~"/'l; '.' ~,~';~.{~: :"'<," '.""."{,: :: ,~'I.~ ~""." 1\)(. ,- .): :,' "~ 1 '.~-Of , .' lDh.';~, .:. ' '., ~"....,' ~ j"'.j:; ',. >/;", . ".: t'., ~. . " \ '.1'1" .Ut. . I/: < ' ,< ':i .:'" I. ~ ~'.o1;J:;" , . ,r ,'.,'t. i;, :.. .,..'\/...... > .', ~.~; '.'.;.' t,~'~~,'~" .'.:. ' 'I', ,:>. .'" 'JC?\,'. ,..!it? .~ ~ . . ~ '," fr; l~ .-......-.;"'... t l ~ ~~ ~ , <(< ".~ oW;.: f..V:, ',.;'i:'...,' :' l..' ;,."',::.Af" ,:.'~',.l',~,.,: ":",' '. i~ ..' ,...-', '" ~~ .J'. . ~( , t1:<;:,.{!., -, "'~l~ . . \:' '...:->' '~<.' .,;;, ..'~'. ,';. ,;,./,..~;...,-I.~ .: .', io' tI", ': , ' .: r~.,---'--..._- .." " . lil,G ., ,i,..,~"., "". .': ,~.;." IL,,'~ ~ , " . ~ !<. ,.t ~''''7'' .' " ".~. .,'. ...' >; .. ./;"'. ~ Cl J I' .. . /1,'_:" ::;; :=J. ~'... ..'", ;'~ '...;:,." , ' ;:;;n:~::', t. , ~ ' ,,, "7.''':' . ."'"" ' \~ ... . '.'''. j . ./ " ,.... .. ... ~ .".'"'".". ,. '.. ". ..iI,.,. :' , ( " ./. ~~.'C H;'~' ~4'" ...." "~.~. ~ ,.' '~~! ," ,-^,. '~'''!:''. ".j . . .' .... " ~::~,. .' t " Ir[~,;.i.,,-;~.. .'.}'.,'\";{...~1'y~~~: ." J :.;.,'<. ,. )'" L ,', . ''':'TOP ~-!;fN(flJ;,P,&PE., ."~ ~'I,. ):' .\. '.~ > . ..r .... ", ,'....'7..: .,.. \ -\ .;~. '. ,,!;<." ,., ~.'. ~?f; ~;"'~""i"';' ......:~.'~ :I~'.'; 'iL...7;~/'''' ,,\,...... ... ... . " lli ~l'" ~ ' ."1.... ,.' 'I;.' r 1l':~" <' . ,"-t" ~~.".., . c .. . : ",~ ' 'I: :/,,' l;i', . ,;.' . . , . , , :. ., , ;l .t!,.';r1f' ,..' '. . "'f, ,^-;U"t ";.. ,- ~'i 'Ii!" ~ ..' ','f-;,.,;"._!, \ ""'." '". ,,'. ,':' '~i 1'". ,'. '~" .,.. ':! J"'{ ,I ",,; , , ~ ). , ':~' "'j' · ~ ':; ,." , ..' Ij~ ;' ..' ~ L ' ':', ,~..' " ~" .l' 'I":.':: ' ~ .. ',',' · ,.",.., ";l.~;\:f. ....~.., .. . '."'., . t'l ",}" .' '", ,.,....:.',' .c.'..',. "" 't:... ";'H\.~.,;.A ..... C,' . '...... .'-.. . .., '. ,".if. ~~....._.:::-' , ...,:.,..~,.."lf,;. . ."'-" .,.,',~'~.' \';,',:'\:~~..:t-f:..'."., ""1:._'(I"j';'. . '. '" ';.\.,~!\~'~~~~ ~,.,.-'..t-,,~.; "'~"tk. .-;,) ,-" ~:'L~l" l..,{ ',._'. 0..: :,;".'~'<:_ ".,' ...~~ . -- W' ~"~'k J ~ ;t~l' .....'t.;.,;'.....~",.~l..,..':Jo. '...;,," ~ .. ,~j~'wr ~I .. ;<'~f}t ,..', jo~ ':,!i',." ,," .'\l."". L~".',.,~,'.."\'j.;"'l'l .' ~.., ..~... F' ,r. '.' :J"..... ;"]""';1', .': ~ "" ", ',,,,'" "'." .r;' ..,'.. ""..~.~" .,' ~ '. .'.,. .... "C" /'7 ....',. y "f/cot " " ''''''''''' ",. . . . ',.' "'.."''l~~~ ~ I ~::.. . .:i:......~... ,'," ,,'. ,,"'" ,~..,,;'.'.,,;,>, ...:' ~ "', '..:' "j "9>\~""'-' .. "'. ,'. ::--:""" ". '. '." .... ...... F;jr"..'., . , -.:-J " . "'~ - ,.. . '". , '., "'. .: ,,,, ' . .,'.." ..,', . ".: "li' l'> ,~, ' .... ,'. " Y' .~_1f.d.., .~.,', ".:~".. . "'" '1 " " ';, ;',," ", " ",,-". -:'." ", " ~ \. '~, e_~~ i: (' ""'''' r ,:,~ ,: ,,' "'-I~ . , ""~ .' "',.'\.;.;'.,1 ..-... ,,,.. .;' "...' . ',' '. .. .'" " '. . ..;:r $t,,h' '., "''';" ...." ,l:"'" ""ii',.~, -'t " . . ~.. ", ',,;""".' ""..., '\:.;'..~~q.,,--UUl"._..,,~. '...,.~.,., ....~.,r.;. ,.... ~ f:r.. ",' 1-:':t"t';'.:f.1 ~.'" rF""f : ";".E: ,~~-. " ,. -""'. '., ',,, . ,');',,,\' ',. ...".:;~. ..t;;.....~.~"I~..":!I\l!4~.;.. .' ," .ii:, ,. ''''', , V " .' ,.:~" . ','V( , t 't":!)..,. :"',':\l;. ,,;' . ,';C :. ':. " . '.,........_ , . '.'. ~ ," ',",' ' >"...." .,!' ".,.,':\~. . , ",i~, ',' ;"~:'J ", 1'" :.f.~'$'.;......,'.. ,;}.;; /,'..ti',-',':f!.., .);..".-A .."~..~./'f;.,, :''11(' "','''';' AI) , ~~'" ., ',;" t.il\'f~';. ';'~ .. ''',:,\ ;, .'''. ;.."$,'-(::".:-:!:t '..;, ~~, ,..;: ':. . " .... ":,. :', :-:r' j ~ " '",.-''' ':;~~:~'7.~~~\'''::;, ~;{' ,,';~ ,.:."""!,.,, " '<~~~'L' "'I:"'>~';'" "" " . ,"~~';:.:.~~':,'~ .. ;.~r,"'" " '~.';....w.:' ~;1:,~~'~~~~__:--:.... " "<" '."" ~"'" ' -;,( "'. +-"" . -,,),,~ 'f'....... ,...."',.. ',. ~ ~::~' ,t, ~ ~ e. ,; :oil \:-t '\~ , :......;~, \ '(. .... t, ...,..,_~ ......... WIIV '''''-' .u~ "J>- ....... " ;~'~ "'::-~\,l ~,' . :>~,,~, , .~ "-; '<..~~'":-'t,~ ,~ '" ,o-r:~-' ,,' '.';"'}'"l"':';' ~~, ,,rtt - .' " ~ > , ..~,.rto.:: "I ~ · .:k, ..t: .' ,\ k ~';~':. ""), 1.....-"... ,,~, . '. I.........'. " " .., " .,. l" l :' , '. ^, ,.,,-11'. .' ;.. , <, 'Id ,.c.... F,\ ;~, ',\;': It; ':' 6.;~. ,-,' ';:"'::"'\';4' ~. '~'!"'.' ~.., 11IJt.ft':' '" "W". ......: " .' . ,..'.~':::'~' .; ;'\~"~" " .... \ ~ " . oJ'l!',..l., ., ' " c,n:!It: "" ,-' .LllIp. ,,' .... '., . " ~; ',''';' , ," ','''' .'............._......'_"'....~~_, " " I.... ..' '. ,..".,,",.," ..' .', ., .... ." .': ~'--""___~__~......,. ':"~" , ~~("" . lj,;,<;.\)J;:ji..\!>:, "1'1'" ~';';~~';:......~ '~-::;C':'I!' "'C'";,p,,,,t,' t!"tr:U\1tt"I. 'W.,......:~. ::,';:', "',' -,.'Of' . .'.. . '~.'f', :<<',.f ':,' ,_, ,,~ .' - '.' d.: -ij l~ :,.;!'t:~;t'.):t:{;;~~,:'~L{:t.t'~~.J~:~,,:.:::.,:... t;'~>:r:.:~:,.' :-;:-'., ~'J"~'~"::-""\,,",,, ~;o:;,,~~"",,"":-"';"~':~:~'> .~' "'~',;~' .~\~~;--,'~;<;"/,~:., ~,-.' '.' . ',:. ~,,,,:, "..; ...,.}ii.;,~'... "::"~~':'.'''~'~....i~-;:. "..,L.t','/".;,'....,:A: ..~J!;~~ '.;.,.,../~." '.; ;:~_ .';~;"."_"'." <''':''}'''':~:., .;C.,,'.,......,. ~~..+.;.!,~...,,::i,:.};"'.~r'...."...:'.,.i-'\,L:~r,.; ~i~,.. ,':;...... ..>...,....... .. .. :.1'4""-. I'" .., ',:',t~,,;.:\~',l"t\!,.::::), ',~...,<."..'.,-..."".J~.;.,..;,;.,.':'ri,~ ~:.tf...;~...'<Jr '~'..'; .......,>:.."..."'.' ,,':...',. 'P":.';.,:'".~.. .,' ~<.' '",.. ' . .^- '" : j " ',;~, >;:" -$,;::,;' ~ : I ":>:" ,'/, i.. ,")' ;~; , ; ~' " ,:'j/ ";,,,;, ,}!";, ; ; ,i', :';;"';;" ,:>" ~::;' ';:'~~':';' . '.;' _ _/; ,:~~' > ,., N · ... 0IneraI !lot. No. 3- Sea -IIlMt IS Of . For J" 51Gb CluantltIN .. .. '=II: - 3..76 ... :: ~ ml ~.111t '~,.' G~ \ ...... ....- :.:; .':......~ ;; ~:: ~~ .... ;W at , ---, ,', - 1/ - Or .~ ClIRIerw a~,. ,) ~~-~ 1'7 ~/. I, I "'" I'w /. I~'I --(~ . , \; ~-r..Ii .r - .. ~ 1;\ , ~. t . : . " . " ~~ . ., "i .~~~"<")'t }!" '{~~ ,"" "'" ,,."',~ '. '';' ,.,." fr'"..., ~,~ J ';"",f . . ~). ; ~ BUILDING ., DUMPSTER '.. . .~ If 1 % MIN. ..- 1" MIN. rCONS1~T SlOPE TO MATCH / CONNECllNG PAVEMENT ELEVAllON f . d v, ~ d . RAMP~ ~ 'J~~MP~ ' d. 4 ~ 4 ~ f1 ~ rJ p' .d A MA TCH PAVEMENT ELEVATION -TYPICAL DUPt.1PSTER DJ;T AIL 6' I ,. 12" · f PAINT WHEEL STOP HIGH VISIBILITY YEllOW 12- ,.. -, V.., '. . - '.. . . ..'...."' ~... ' . ... .. ... ,. - S- . . :. ~.. . . ...,' ........ .' ' ..' " .. -,. .'. t -: ..,. . e' : - .,. t. .... '. ~ L-----;#4 BAR 18- LONG _____ 5- . "~A' .' '.. ~ ... .~..-::. - .... . CD /PAVEMENT SURFACE ~~ PRECAST QOtjCRETE WH9I. STQP POST SOPll0NS: 2"x4" OR 2 1 /2 MIN DIA WOOD; STEEL 1.33 LBS/FT MIN) 6' CENTERS MAX GEOTEXllLE CRITERIA GRAB TENSILE STRENGTH 90 LBS TRAPEZOIDAL TEAR 35 LBS MULlEN BURST 180 PSI SEE FOOT INDEX NO 199 ~~/. - t--- / ;?;:;::;:;;- , ~ - r;-- ~ --::-~/ -;- >>~N C- .. ........... r .. ............ - >> .. .. I.........- >> .. ~ t:!-~ I ti~ ~ oft ~ ~ - ~. i 11II ~ ~, ..l.:1- --- ~it I ~~ 2. PRF"\SSEMaL J:n SIl, T F"J:N~J: ~ It ,orA It- t-l INI.ET , 2.x2- WOOD STAKES .. WIRE OR NYlON 2 PER 8ALE~ .BOUND BALES ~!lfEioS1lNG GRADE 'if N .~ SEC:ON. . 2' (MIN.) l FlOW I now I , ,....." --- 't{ t!fJ~I.;;J~I:t:,.~ -i;L ,.+ .' ! ~ :~y :',i :p~ I J>OWNSt,.OPE '. '. " I' ~..:' ".' ' >~lIti', .< FIRST STAKE "'t . 3'0 r;eRE\1OUSl Y ',,, 1ALt, . ~ ..~) .': ~ ';-" ' " l....f .... . .....J' .~, .:"t .' ;"' f ~~... v ' '~,.'on,"'_ n .:! f1n,'o,' " '.' ~ " , t Q !:I ~':':~ '; ,>..UH~ . llGHTL Y , .~..,.;O' ~, .',., ",1"-' , ,.'.~ , .,' :. ft 11 . ,n, "', It 'I ."_ . .. . ~:' .> .:. ... ' '/ " V'lJ' ii II fl. U' .....,,",.,.,...:'. ,:.-;,' ..'...., '.. . , .. '-~ .; \~ ) ..~. ''ElEVATJON' , "1.~,::~>,. :' ; I . ;,. ~ n n . n ~tu~ 41 II II .,. j":"' " " ",f:;;~;~, ';i.~~:~i .~..~~IT~:,,~;~:,~,:,;:, -:\'~r:/'~?'>~T~: . ...... ~~.. ,,^ :~: j' , : ~ IY -. '1 t ~~ ."'/t4:! N'TS ~:: '-"~~ " '. 1 't, "l' . ' .' - . ;~ -., '!. , . ' :,!-,,'" ~ .: ~;J . ~ ., 4":' ~""" II, ~ '" :.":~,:'~-.f' .., , ' I, . ,,' ';~'~/\:",~:., . , : , /.~::, ':. . ,'. ,'~: , ~, ". '. . ..~ "; '.' ..', " ,," , .-:, :~; ; ~ .'l~' ,) , '. .. '\... , .,,~. . , d '- . _'''' " ',,' '" , ~.. "'~" ',,~;":;,";"'.;'" ':~:".~ :.'. ;",':. .. ,!',~I; :." ,r .:''"': \" :.~~ .~~ ..~, ,~~\\~" '" .f~;1 ' :,,,"'_N .,< . , " . ,': '."':'" .', )' ,~.., k '- ...:;",. 'i . ' , '... ;~ . 0.62' .. "6' . ""~ ." I'" 0> - @. ,,~ ""'. ~ ~,() ..: 'J ~ 3.01' III AM) CU" A ~ -~ ~~ .f$) ~. ~~ ~.. ~ J -:0- o .- Cl: ...... CURB I 4.37' , 1'1 ,- () p(j):^ , I I . 2.08' ......... CURB I t 23.71' ~OK EJ "O~ ~ L.9. 74~ @ . "Q) (). ~ 1~ "t>. _AND CURB . b J 0.> ~~"'. . ~~> Cb Q) (E) ~ ~<t9~ ~ o - 0: Q~ ",.. . ~:!)" I-. ISLAND CUIII P 1M. ~-~ - - ;~ ~ / , A ...~ , ~~ , .. I.~ ]t.~ ',<#r~-:. . ".(~(~ '. ..'"?- ;,,,~ I ~~ '.... "" ' , PiM'CW ,. .. '-t' -: ...0:)' ! ' : .;J;:, f ,~ - /- " : ..( d< )" .. ~ ~, f ,'. \1 '~ .... \ . ..." ~'~~ ,. ;':,"', '." \.,Y, <', 'il}. : ~'~i ~. f. . ') .. ,5.63', JP"OK~ ')~ ~. ,.... II\: ~ - @ '1LI/ ~~ . ~ ~ ,(t). ~ q.::;;: 1.n' ~CU.. ~ <<b ~4.>. (t)~ ")":1. , . -~ ~ 0.. -Ale CURB F , ~O ~ ~0 't: \S'~ _ .~. V I8lAND CURB J -, 'P,,'. 0.. - . , " \r . " t I l" '. ~~, ~~;.~'" '1 ., ,.' ,\V ~ ."':".-,',... . " . 1-; ,~.?"., ~r"'"~ ~;, t :,;'..!:.~ -:.1,~;. '* i, ;,.' '~ " ,~." 'Ii"\ ,.'~ "w " . ':.,0' , ... 't' '<<-'",:,,'.:,,!i(:~ ... , ,," . , ; ~ '~.I " "",-~~,t:: ~.~ . ,- ,"' '.' "". ~, ( 4' .ftlIIo .,." '., ......;. ,. '. '\'1'~') '~~ :f~ ,:- ':;,;\ ~ ..~ '''\;..\.~~ '. .' )1.,' ^, ,'~f ,...; " ...Y {,:'! . , . .,.~, [....,;., ,..' '.' ::1:1 (i.'".;, .:~, "l": {',;:~; . i;'.., '! ~~ ~~x;; o ii, r,.... ;,( ,'.' ,< f' I'. " '!!';; ,;.,: . .....,< '. ,t'" ~" "'c, I" ". /."', . I" 'f ,- 't-. ,,; ,.( , ( ,./ . 5. ".,::;, ~., .' ~ '.....(j. /"..~ ''''. \ r,~ ,:)' ,:' '. ~ '<'C .;; .' i',-li: t, ;. '1' ..;ii., I..' ,,'rL, ", .'R. .~. .; . .'. ..r ' :" , > "', ",., ,. , . , :1" . I..~", ;. , : ""('..)" , ' I,~f ;":~ ."'.... J~.I'< ' ' .'. . If;' ',' ., ", '; i.... ;~. . \C. ..~,.~ :(~' " ."~ . ..;', - . '.;'I:,;~ .....,..~ '-1' "{' .... '" :.', ~~ _.~:;" '~~.. ..' '...: ,} :: d'." " ,. : · . 1\" .~;: Z,'; ': . ".i'" .. i ~:: " . ,~J>;' ~ '-';c' , "r~':" ~. J V :: "i."~' >'" ft,;;t ", , , . '~. ',- " ~, 'f, , '. .,. .",-. '..' . , ..', ",.' .', " ; 1 ',:' ."': c. ... ~~,,-, - ~,,\ @ ,.' ,~ 'i .' ~.13' ~ .~ OQ' ,.,. 'f:t.::l. i ,>; ",~..,' .: ~: It}\ :/~' :':.~..~ ...,< :=~: ~~" , . ".."', .. ," .... .1lr J'~;~}":~ .' J '~.~ ~ ;,' ~ , "-. t>- ~ '~:'" ~:" ~, , ''''. l. n- , ' ; ......~ .1.. . ~a o ..." ~ 3.26' '" ,. -iWt CUll C '\ ..' .: ..... CURII 0 ~ 0.. -.: .' , ~ 2.05. ~;'", ,..- . ' ,~V'~. ~@' .~ H ()~' , " ~ . ,,'. . o~ diJ: - '1>. ~ .~ 0.. ~i '.:. 't:i -- ".-' I:' ;~: a': ,~ , ,~. "..~-Jlri \c..~_ "i.. ~. OIl aD ..... _... 11: ....; ..t',. , . ''', i.,:: r,'''. c ....;.~)( . .. O:W>~C4,:"".4,*,~~~ .{io'."1Ili.:, " ..,.t ':. . . . ',,: ..' ..,. ;.' , '-1 .' lei';' jl" , · ~ i:'hl'fr : . f' ~'. 1 . ,t , I..m :a~ ~f'" ." .. ..... :.-.; i~ .!f, . ' , i " ~ Mf' ,., " . ac. . ',.,' '< ;. 0' . . , 0.. "}i' Q ...; '..;) , Ii ,t'. ' , " Gr::i Aa; !f',~', ,,< ;' ; o .. JlIJll ',\'.- ',I " ..' 't, , ....)0; \." ~ ~t 'v.. '.. ...A" ! '. J : :;.~ '.. Q .;. ." t ~ rlt~ ' .i:' .,' ~ji I' ilil'. ' :,.. ~~'~ i I . .';;. :.'...' II 'Y/(,;' ''T'!''''''"' ~ !./ . ': " v~'! \ ' ~" ~d aNID CURB . .. 4IID CUM H 3.45' ~ 1---1 ~6 ~, "q;. ,fO. .. @ .I" ~ Q)<t J= ,,'. . o..\, '0.. ~ ~>- ~$>. ~.16' -j o . ,5' . . ~, '..... ..... .... (..), ' -, C) '. ~ . ,0 ~(Q 11 "6- " .~ ~/ ~'O" ~"o. .. , I.. 1.84' I8UJI) CURB It I8lAIe CURB L ..... .,'j' 'j,' "'",~' '::!~ .. " It),- " 0 ';',iJ,," , .~ J. i~ .,i)i , ,~ . ;.~~ '.1'.)"';': , . S','. 'jJ! 8:;' '.' ., y"l ,;c ~:"'. ~. . J;~ 'J, tQ.~t.,:.... == ' ,., l " '. 'j"f~I:~' ~' 'f'Jl~ 0'. . '~'. .....; ... . .':.:.. ':1', ." ::i ~ ": '. ;f', ..'\ ;..... . . .. ' , \~. ~ 'of.. <.) " ; ,....12.07. 0 ...., ~ @~ ~I ~~ q.; l ~ 1.34' ~cc.-1>"H" . ~+.; ~ ~. " @ "c;.~ "0 .~ &>. ~.. 27.54' j ~,,~ ~. .~ "Q) . ....(). <<bQ) " ~~. ~. " -\ .', 0.. ISLAND CURB N '.7' , ~~4 J; 1Q) , ~ fO. "\ ~ @ 9~ &>. . ,'J.- , 16.6' --I aNm CURB Q .IIL..uI) CURB 0 . ,~,jj ", '~J~: I:~ "I', ". 'J "3;:'~':"I":l>< l. " ,. , .~~ ~ ~ ~ , :: ~ . ;:;'a': ' ,.",..,'",', .' j ''..., i" ,~'- {<y~)~",-' " . "~; '.,; . . , ,.... 18.42' ~ ~ 0\ '0' CP.. "0 .~~ ..... ~ ~'\d ,.,... . ~ ~'o~ . Q) ~'t <toll;J'" @ ~~6''' ~. '>. .. ~ ~ " ' , " ~.f ... . , " - '~ ., ~;. ...- " ISlAND CURB . <: , . ^, . ~~ .. , . . :5'.. "~.) L.:...:.:.: ' . '-, '.., ' '( ,I; .~, ,cD .'....,": .... ;,..., ;rJ, . . ~,T~"'~;" I,' .,,;i~"IL:: " ',J ' . ~~ -.'" . ~ ~ .0;. ~W'" . .. ", ',' ~!~ . 'i ". ,.. . : r. ~f '- 1$ . ~<J " I.,", . . 'f} ,..;..., :.: 'J it'" t~ ....~l<i.~: C ..- ~,/l' ~~i~ "..~~, j .~" ~ y. . ~ t~ '> I '.: :~ ~~~' ,~~ ,:;~ " ~i: " .If.' \'"''' 't 1""< ~~.. -t' ~';,......~,' ,,~., ~.;'.:.; "." ~. ';" ",~~ , ,:'(-',':,. . ~.,t " . " ..;;, I.~"'" . .~ .'.'. ~ ~ ~~.;?l ,,;'~ ~-;: \ ,'~J ,~~-: r > ~,. :. . ,\ ISL^ND CUBB DET AI~ < I"' -"- FDOT COt' ", "r-\,'X"'" AJ:.'~'V:'U^ eft:~' ~', ",""~ :. ~~"'D.V. M":;'i;;~~,~o~ .. >, " . .~. '. '~~.. ,,':'; ~: r}:.':t{f:>';'~'.'~l: ' - ., '.::' :!\ "., ':: ~:~/{'::,~ ',:,.~ :. -., : 10~, \~ ',; :' ", <l.~, ,...~!.t!.-L :,'" "--for"'; ...' .,'-' '''- ~,'!,~ '''' : ~ '" ft~. ''''1:~ --;c: ,~~: " , .. """,' \. J.~ #. 'l ( 1 :;.: ',"',' ,... n r~.. \ ,;. ,~ ~ ': ~ \, , J'h- J J I< ': 'j ';', . ~ ' . 'tf, ';'i..:, ~ ~ " , . j:~.~J.'"~' 1~'1 . ~ I~ , _... ~ '" '.~\. ~, ,,( ." ,,10 . "" l' ~; , " ") , .,', ,..~, ~'{~<':>~:.<':',~+r,.,/t.:' :'. '~>,"":, '.:..: ": :', .:. ,.<.\,;: ';;.,l}"f;"::'''':'',''J..;.~;k~'" >~.t "._{..: :-- an ,... D Or a.. . ... ~ (a.. . __ 1>>e , ... ; ~~ " ~ ,)Jt ~:.i. / . .,' e f . ~... 4 '. ," .:>. . ,.' ( " J~-: of ":;' ,':. .~' ~ ", ~." . ... - :::;:M' {'~:::;.. .'. . .:<1t';.~f;;.. ' / ~,'I ::r-~~ :,.' .' ,.. ;."_ l ~ ;. , ~ ~ "';t"!~ ,,~7 ~~~ ."9'\ '1,' ":":} ~;: .~:: ; .. , " ". , ~ . ~ "I (': '..;-' .';0" :/;.'~" ," .':' ~":' :< --.JI" . > AClORIAl.' \1EW . '!"~ '-':'" 'ltt\ , < ,'. l',r~ ' I...trf"' . ~. t f! ~.. ~ ~~ , , ' ""'~ /" ~ ~ ']t, ~ \ ...!'.. f :-' ..::} I ~':: it '. :~..r\'~~ . " '~ '1 '}- >- ~:' I".ij:,~j -r1' '.. t.~;,;': ~ .. ,Y,,- '~:,.:~;' _~. '" l?{ ',' i,.:-t;~ ~' . t, .~ . ",.,t..,<' v ~ .:- ; ,.';" ~ .' '-: .;~ '. ". f. ~ i.", .,' :." " ....; .. " ,.,,';.,,' ;,., ;',". >: ~ -~} 1'-;":: t ... ~~ .,'t\1;,: ' ."'... r', ~.".." '~~r 'p.. . .,"f,..<~</.".."" ;, ,'~( ,~, , ,~' ~f'. , '_~ :- ~~.;.;.t .' ...,",,, ;~l. ~~.~').~lI:.~,~, ~<, ,.;..'..' ill" ..~, ',. , . ~ ..:Q} .~.. ....1"" k 1. SM 1 ',,'1. I~' ~..~ '-':r ?:'~ ~, ~' \~~ .~;.:~~ .r{,~'~-;~;~; ",,~: ~}~)~ ,~~ .~ff: " ,. , 'i~;'i . ').. ....,.:::. ,.. ~ ':r;,_ . ~.z,~ r :{ " ~) ~ '1',. . .\ . ~'\ ' ," '::;~ ei;.~'". .~. :.'~," ."~'"~',., .,.t::, '." ':. ':,.'.'.. J' "";~,Ni: '\l!j~~',:., ;g.. ; , ;. W"', ,i!~.-1J:;, ' .~~-:i' .'~ ", .. ,~~r,~: .:,'!+': . , .. .. ". ~. 'i..~ '... ,I~''$:''-~;f:/,~ ,,~r .... j'c;~~ ,f', ...'}. J11~ :.. .~_ tft " ~~~-' rtt1i f>"'\;...\~, }'~~ ~<~:'l ~.' .... ',. ': ~\ -I ~..J.),~' .;' , ~;:. 'Ff '-'fl. . ~'.~, ' Sf. \{ , I~ ..>."-i~ ~.{-. .~.; ~ ( ""..: (' . >- . ~ ; ... .:' ~".;; ."~. .: ~",. f " . ., . J: ~J'. ".;",:' \ , t. ,'" -\ .' , . ~ ~'v. '':j,'~ .. ' 4.., .~",}l~....;";:"" f:'~.;':~ " ;,j \~" ;-..~)'; ~, . t ~ .( I .~.. (! " ,~~l';t,\.~,~ . l,;\' -t"""," ~ .. ~ j~. ,. "J~"" ~i~~..,:~: 'Y > 'i:l~~r;" ,'JJ,' '<.-<,l~"'f."';~::~.":' }JI., l:.':.' ~ 'uJ< .... r Ii' ~ ~.~tt'~".",. i' ~ ' It \ ~..oi?' ~:'1' " ~ 'f\~. f ~ "l ~"" T." 'J'-:' "'. .. 1( ;/' ,}f."i. ~ $t" ;': :t. ;~.''-.... '" ~.. T,.~ ....' ;. ~ ," " ; .Jr.f/ ~ . ;.. , '" ..'Ii ~~, /. t':(^ . ". ;, \, 'I '", "'. ", _, '~';t +t:; ';If, ~~:':~l; :~\;; ""t . ~/'~~.. l ' ...~ ~.".. i.~<t >(~ ';C' , ~:;'<?::.:~;trr:~:s;[.{-,':,~" .:~;',,;~; . ',.".. .. I... "..; ');!1; .,~., \ 'f~i' ~ ~(~ ~f~~~. ~ ,. ~~,:.., '~F;,~"~' ~ .,..; ~ ~t.~: , ,. . , . &"i ~ 'it' tA ~:k~~ ~ . . ~ , 1 , I.. , . '. f ,I,; . ; ., ; ),;i" j/ ~. . i d; . "',, ",,' " ": " ' ", . .".{; '.' Y~:", . ;.i ,:., ',',' """"J:!' .&DCHfTECTUD.l.t DI''''~ ' .~ ~'.' '>>'~,., ~,' ~\ , , ~ -.' I'M) .~ r'~~ ,\, '>~ " , t~ '1";" ,,'" .oOCt<"StRUCnJRAL CRfJERIA. ~'," ~:. 1;,/ "of' ~'I' ,;, ',,~ ,::"~~ '.'" ",: ' : :.., , ~;;ii.:: .,' . ' f. }~;,,,~:':.; 1./",' :. ."'"':'. '.yJ'l:'P n: A8 I'lft'" ,'" , 'r~"" + 1'!)~i,) '\ ~ '",<, ..:.;. .'" j:~),.v , :.it:;.,,,;,,7",~. ~~;;"'i': ," j" '~~.' ,~:~;.~t. ." .~.,~' "",~d!l ' ',', '. ."";~'. ~:~i k,. '. ' , ri!.' . " .,." ..... ,';'.:;.!l.',;.... t . ~~~'~i'7;: r>/;/;.' .' . ., t;.~:... .., . \. . . ( .'lIl,." "., . , .' ~,l~~~~ ';:.~,"'" ' .' . ',', . .: "., {l:- }"to' ''1 - ;,- <!. .. ... .' .,,, l.;~*,. .... '., , T.O.~, ~:;M,..,.'..QHt]J:.,C1URAl. PLAN~ ,. ...,,, ["'/:'j '~ . . ";':il:'M,j "",il, . " , ."." ...... ..... .. '.;;:f.;" '."~ ., " ~ 'J~"" ~' '. " ;' " '. . .' , " '. ,.. . " '" ~ .' ~ .~-\:,' ;, ,- ~ : ,. ,"i: " T' ". , ]'.~ :' "", , . 24' . ~' F.'.E.' EL - 50.00' , . , . All:. .'-n:! T.O.Pa El 4&.00' ..,~ .I.~L " . T.O.P.,'E:'l V ~'I Q..) .r---...~ ~ ~ '$.. <. 8- DIP PIPE INV. EL.. 43.00' BOTTOM IN", EL. 42.50' ~ , 1.,;(1'" - 1 . ~"('t... _:,> ," ;;. ~-il.0iA.A .. ...~... . 'to;:. ~, . , .~ [b-, . , ., , , ," . ~ .-,;' F.F.E. EL -= SO. 00' ~t,:,(/~ : :,1 ';;<~',:, ~ J.,~ .. l'l~. Y. . t '.' , ~~'~~ l~t., ;'. .! . <:,.'. ~~~'.t _, ,. . ....:.,. l' '~' ,\', "'. .' . : \ ~ ... ": .' " " , '. I , " ~ ," '.' , ~ ; ~ , 4O':t; Sl.,OPES 01:10 .-J'I'f" H.P. [L, 48 45' :t: "" , " r\- ~; ~ - 6- POlYDRAlN YdTH A SlOTTED STEEL GRATE 4: LOAD CLASS -0- RATING OR APPRO'JEO EQUAL. (t)'p.) 6- PVC PIPE TO US- HOPE. 6- P.VC PIPE INV. EL 45.00' -fl . ~'l'\tc" :...: l:lo': .. ~: SEE ARCHllECTURAl. PLANS FOR CONCRETE WALL ~TERlA. 'it' It "T.O.~.a 46.00' 1"./ .. . ' , 1;<1. . CJ ~ ,'-.; . .~ :0 ",,';:-1 T O.P. [l 45.75' ~ ~ . "~"f~';'; . I.~' , * \ ~ ' : '. .,. ~; , " <1>.~ .".... ,'>>';." . 8- DIP PIPE INV. EL. 4~.OO , ' ",' 1lJ _ ~:' '"'!J ~. ,:,',~"1 ~ '.~':l: .':... ft".; ':,' '", :~:J~~'\ " I . .. ':::-~~~~:i~:.; :~~.. T.O.P. a. 46.00' " V12- SCH 40 ~ STEEL PIPE T.O.F'. SEE ARCHITECTURAL PLANS 1, I. ...~...".,,:.... ". , .. , , , . . '. .A' ;,.,i:.:' " ::::71" >?;7 ~rA /1)) ~}(tt. ',.' ~*"/'t'J'. :;. ." . .. I .,..-::;.;:{-': '," BOTTOM INV. fJ... 42.50' SECUQN H -- .f~ '. :.. .it"",_ !~ ..: .~ ,..:". '\ . ~/~: .~. " .' :' DEI,.IVERY TRUCK PIT SECTIONS ;, ~- . ." -:,~,::~ .....t:..'~(, ,nT, .; 4."" 'l '- ~ ~, ~ ~ ":! '. ,. , ~ .,.:' f ~ ..J.- t:~ . }. ;{ '. . ~ ".) '. '" ~ '.' , ,'. ~ "" . .. ,-. , < '\ -'.: . ;~~:~~ ~ ~ , ~.'''' ~, '.~'~'.. ; " :> . , .1 .... ., J ''] f- .J 4'-S' 0. to O. lor" fl.. Ie .- . ~ ,- (4 1Iequhd) . __ . ,............~ L 5 . J w1i-.. ~ ~. , . '1'-11- Or .. .-l " ~-3. 0. to 0. Barl. tI( Ie s. . 5- 5. S- "-.~ . ~ (5 Requhd) ~ 'f-11IlI.t .~ , " " , " , ", ,., ~ , --- OPTIONAL BAR SPACING ~-r 40.11'-1 '. .'" ., ...! . -:'::,.' . . !f'; , ..... Ii' -rt' . ~ 0:=) WI ~-a. ~ A'_ " ~ Shown In PIaN) lit ~ .- r. tll ~ ~I :... ~C' ~ Ii'! eCl " \li!,.. , .' , . .'1, ': ,j, ;. '~: ~ N01E: Nt. 8 S<<ruotwe IottoM Only. See ~ Net. 200 (For'~ .. 0Ia. AncI lA'1er) INLET. WITH STRUCTURE BOTTOM R... To IncIeIC No. ~:u-..... 'or IlIId o.t... AM~" --.. ~ ........ .. ~ ' lntenMdlat. ~ ' Morn :... _ . STEEL GRATE 00 REQURm PER NET sa .... Grote ... .... S8 111. h.............. I RettcaIrn. ....11. rl \' " ,;:. . : :. t.. ~; . ,". : -r~':i;-' ~ . , ~' :,. .~~' . .'.' .. '... ,. ;~/,:~. '.. ~ - ,',;' '- GENERAL NOTES . e f....i'l \, .~. ~ . ~ ~;", ,',q..... 1. JNa 1rMf" .1l1~..4............ dItGhtit. or otIIer.....jIct to ',,~., '\ ,'''. .=-=...~~.... and eUbJlot to ItIdubioh onct/or ." .~ ~:~ >:', .:' I;r':~,.' ',,', ........~ ~:, _......... the ... .. to be hot ..., .-'-ct'. . ," ..... IIl1i'-- ~'.;":'.... . ~ <~ .) ,~: ".fiFI lIP.... J ,', . " ~ 1 3.~:""_ .;0. No.4 .... ot: 1r ..;,: IilOth ... Qat or IMnd bara .. of iJOy of .. , . " ClIIGr -11'.. .. ." .. iii ...... ... eN cornera ..... ~ tooIe4"to . ,.... .. R~ ~:.. ... '~~ ore for 0CIIICriW .... ", " .. ,.,.tIIH,........ ..... ........ No. JOt.. ~. ~.: J', '~ i. ~ c .... Grot. :' MGIwtoobncI By ~ ..... steel. u.s. FOLItdry ,Wnt. IWIaIIOe. ChlIIIch(Or E~ '~."< " ," ..' ~ J..i , ''''1', :r (,' ',,":'. -. .' 1"" ">..", " ;'.' , ~ t ,~ 1 . ,"- . , , .... '.". ,~~,,t.' --:":'''''': l~:'.~ .. . ~ oJ ~ ;s: .~'~,. t'",> "'.' ,,< - ..):J (. "'.J '.1:*,~:' (.~~ ", ',l . ~ t ;: ! ~.,~ <' . ~, ; , , "Y';' '\' . ;. 4'-$" ".' r' ~..t1. ,; 1-" ,>, ' I ,: A.__">~:, ,-~-,. r r....";'> :~,. ..... A-r .;, . , , '....,...:.. .. i:;':;~~~ ,- t.,' .... ~ ~ ., ~. ;'.. ,: " " "I~' ~. , , ",,: \ ' ~ :, ' , '. ;,::'::,r.~'~ ~~" .\;~~, . . ..' ~~,\ '. ~ ' .' .". ) .~.: " : 8" ; ~:, "',~f~\',:~ ~,; ~t+ :;" :.'" ' iJlo1;:.,:.;, . .... .>~:,'f"'.l'..:.r,,~' '. " ...:. ".,.. . ~ ~... . ".)~:"., '.! " ,'. , , ~:'~;~ ' "'. ie," .'ii: ., ,'...' ....' :^ . . 'J.. ~ ,.'., " . :__.. r.. .. . .: .., .j' i' .~\ ,;..'. . , . " ~:';";'-if"~'~>':"~::'" ; , ,,\, ih , , < ",,~., ". . ,.;~~.. 1'.,. ._~ ")""~-".';~~" I .("\_. :.' " '. <,.::. , ~: ", . ;,";<'; '.>'::c .' ~';";'d<'i }.'.~, '('I :. '.. ; :::,~ .." ~'i..J.' .>.{. r1~, ".~, ~ , : ..., ;.'...',~:..,:.""."':,~.,'i,~,,.;.~..~....,.' ::.....,.::~.; Y,'~~. ~"'.: c': ',.,"" ,'~ '-..~' ",~~.' , ~.~ ;,; ~ ,!....:~:'/.., "">,j;~~,::. .' ..:~ .. ' r.., . }~/~~.,..~,~~.. <';." 't~~ ~.~~ .,. .' , .,~'.::~";.I~t~~":,,:\~~i;' , ;~"\'" . " i i!r-"';,' ~ .' . ;ai!ftA.. ~ <"...... . ~,. ,,,,, c~....., . . ~'" i'. ~/'~ ;,~~~ ,. . ..J:,'_'~',:'.:.','/,.)t~.. :'....' ..,:' ,,!' '>< ,- . . H ". q;~' ;.";.?'. .~,t ' ,." '. " ,;", .' ~.:1i<.'{';", . . '.. , ," ~~1!."'(~f:" .. ; > ':;':f.'~" ,~, '~:, ,....(: L. .,:,,,:~., , ..' '.' ~ -- -, ;ff..... ~....t' ,~.;.j> . rl' 'Wet ~. M .... 18'l{ C-Iw ":........ ~ i..' .:' .:; '. ;, [, :.~ ;, .' .~ '1.. ; . :. "', I .. ~'" --. ; :,. I. :: c .;; If. ";'.1' '< '2:t:. *"'f ." '.'.,," " I.: Sf j,. ~.;.' .,:. ". , I ~,:, ,:; , .:..~ .. I, ,..- >., .. tj . '. :', i '- .:':'~'4.. ....~. ,,'.. ]f'"'7.;~: .... ,...-::- - ,,~~';;' , ";"r,' SE9110N t ";M' ;, ,;..,; '. " ~ II . .';..d' , . .< ! J/ 1." 'f ').. \ :' .' ;t, 1/ .' " 'i '".' ~ . ";:' " ~;.,: ,..... '.';," I.,. ,,:' ,..~'l<.:'} '. ....t.i...~........ ....,:. .. ';secn~~,~' B8;;.' . "'r:: ....fti~.... _ 2.-'" . -:"', ,'.':"' ..-cr'. "'Ir'" ;'. , - ~~ . ,.. '.f' '''\.'1. rm. ..V.' '. " . " ~- . : ,'U. " " --I ',," , ;;' .J .. ,:'.:,.l~. ~ "~ ," ,'., -4">. .~,... c, " "'.) ~vr,-.U' !;f!?'r'~' ~ > ; :' ),'f';~ .\l!.?~'~r' -J .~:}~~. ~ ,'~ . '.:{~~t..: ~ !. .. , ,', ., . , <' .... ,. MmS; :r'l 1, PROlECTM: TREE 8ARRICH)E TO BE PlACfD A WINIt.tUM or 10' ~ ~ Of TREE'PlUS 1M ~ l' FOR Dbf AOOI1'IOM. '" D(If GRrATER 1liAN '0. DIlH OR AS SHOWN ON .\. \ \ \ ~ p, V" ~ =:- MnIN ~ 9ARRICADES ...~ """'l ~~~ IS TO BE DOt( QY tM> OII.Y.~ .\.,\,\- ~ 3. IMINTAIN TRtt 8NII\tlUS AT AU. TIlES, SEE ~ ,,~ b. TREE ~ SPEC, .fOR dE INf"ORaMTION, ~~ .......... ~ ~ 4, AU. ROO1S TO BE RfJIV4D IUIC DE.\nOPWOO . "" ./' ~ stWl. BE SE.\OtD, CWM AND A 2. lAYER Of .>:::.. - - -- MUlCH SHALl. BE lAUD O\U ,lHE SURfN:E a: '~--. ]P'" ~ EXPOSED ROOl$ DtM; ~. , ,,-~ 5. AU PRUNI<<: ~ 24~ fA.FER /tI) ASlM: ./..--... - ~ BE DONE BY A Ql.W.ft;D 1m SOMCE: ~ ~~ 2'(CEfmAED ARBORISJ), e'''N"," /~ ~. .'-- -" .,~ ioo ----=- .~7" .. ~, ;/ I 1 I\'V .~. .t". '.'. EX1S1INc "fREE . TO REIIMIN 4' *".. FENC('W/ 2 X 4'POST ..1 Jf4.RAlS CJW<<;E stIMY ~ STAPIl:D .' .o.c. 'WI - ... ~ ~.. '.... ... " '. f j,' , RRte "'TO DETAIL , ", ',' ,~, ." .', . r' :~...~ >.~. .~ - .. "}./".'-- . ~ 1 ' ,.' 'to ~ .:. '.~~ : ' . .-'i....:,~t ~ .~.. " .'. , (.", ", ". :. "';"" ""~";:;:)\?'i'~:;', .~'::..'~5':,,;~:: .. " "'1';. '., " , :<,)1, . ..,,:;j,ill '; "I'i'. '.f "th' k'f.; , ;:,,:. ~: . ;/l.. :~: :~::. .' ,:'.'" ,;. . "'l'f:,', '.,r ". e' .: :' ,,,k: ,':;' , J,;": '" ", .,:. ,".' ',... ' " .:, ' ' ,. Jf.~ ~- . , . . .' .' ,.'>\' " ; I';. '.. . . '" ,}; ,,.:., :.' .;. "',) :~_.~.. , ~';;~ ~ .'1:,,' '. ;"..;; .f "-,,,f.- ~..' ! , .'1< \f''' , . ":,;,, '~...' . i . \ i:,."" . ::;':, ~.. '1' , '. '}f ,!,{t ,",... J' '(.;1 '.~ . , '. r'{~':~." . ',., ,; ':>~;'f" "'/' ,', ,,!, ,"z" :c .. ,. ,,^. '~"'" ". . :~~; :',/ft" "~ ".t"', " ~ " . ;~o' F,'? .,' " . ~..:"~: ,.;-. ,.... '. /.,.' P". ,.,:) ~:~': u' ,: .." ,. "; ',";'''1,;': '~.~ f'>.;.....: ',:. , 'r"" \ :',~: C: ),. , ,:r. 1',", ,; v ' '" ""l ....." ";'.: >' I{?;, ;'y I: '.' ,\ tIp ~ .," I~~~~.)' :. ;' , .,' " ., . r:'," i';' . '\ .,. ., '.' . ". ~':' .... I:' " "" \., '. , , '0... "" '. '" '.' J, ..: , ,'.., "I, '<1 g , , I'." "iI,,;, " . j~ ;~""~ . .. . ...., ,'~; t, C: "',r ' ~ ,. ,r":~;' ;,.\,., ;.. .: ".....~, I.~..~,~. II' , ~ : 'i,' ;< 1M: { l. " " , .,. ,:.' '. ,P" 91. " ~. " ~ :., ~ti(. '.. pi . ",." . ,'::" .". &.>\,"P " , ~! ., ',;; ::- , : ~ ',:. '. '...,. ! - 0) GQ .... q) It) ~. ""4 N ......,;;: ."'~:') t ClI: w > - U) .i...)~~41J ,:"~;'/~' ,;, 0.1 *0. . .'. ~..:..:..... ';,:.i 6~.. :";'" .<" :~": . ~.) ." ~ ..... ~'.' ':41-'1 - ~ ." .~,'.J..":.: ;... " . ..... t. I~. ". . 1 .' '. . .. 4 . , , · .. 0.2-0- .~,". .~ .. i:,~..i '.., ..., ..: tt, ~ .., '. z4 .. .4.~ ~ .. ... D t 1/2- /' 9NGlE~COMPONEN" \, . POlYuRrntANE . SEAtMT . J/+" J}JQ(' , . ....., . l; '," ~.~~. ,:' . ; .'. s' '.'~ ..~":~'~.'~..A~.~/ ,. 0 ..: '..:., ..' .~ . , ..... , A CORPORATION STOP ,"AU. II _TALLO WITH A ltNoTH or COPPtR 1WIteG:lXfblDlNo .tIOYt "THE ~. TtC T~ SHALL II 1NS'i:~(D. :"'1H to 110'" '8ENO ANO A VALVE. 'c. ..' .. .~ Q(jSEO ~. SEWI-"~ PLASnc JOINT f1LLER COftSTBUCTIQUQINI I//~ ,..~. " r.M COPPER TUIING .'/..,. ~.~ r OR PY'C PIPE. AS APPROVED "'M VAl\'!" .z ' \. BY 0.[.$, I ~ . I I . I -.fj }-.-.-.-; -.- ~ i I 'I . .. I - . ,. ~ !~~~ I i I > & CONTROL JOINT 1/2- .EXP , STRUCTURE SINGLE -COMPONENT 1/4- POL YUREilfANE SEAlANT ~3/4. THICK 1/4" -rrrD/4 , '. ." 4, ". .. '. .,. ". !... ~.. . of .'4 ;. . . ., . . ~,.. : ~4 .. .... FINISHED GRAOE .. . .. .... It.. '" . .. ~.. '.' . ...... D .. "... ., .' ,~ ~ .. . '" .. 1_" , .: ~-. :. '. .' . .' '... '.. .', .' ....~.. ~.. '.. ;..' .. ':. . ~.....: . . D .. . .. , t',,\ z4 .~. CLOSED CELL SEMI-RIGID PLASnC JOINT FILlER wm. "",. I :m \ I ..... -.-._!,.-.-,-./. ~i2 i'_'_'_'-'-'-J'- I ,'. '. .t5.) '~~ ;,;(,' ". , .. . .' , l '3 . ....(;t, ~',,~'. &~~~..,.... a~. .,'~~~:'I.: .., ~ . '. ~"fr.1 o. ~'..'~. .' ,tQ , ..t. . 5 .,' .~.. '. jJ 'J~!'! (< , ''P .' '. :: ";J. , "" ~ '" .... '~:':iI ,:,: , .. !f.""'..~-~ :18 ...... ,... fj, , . is: !I~" , It}.,~~'~o' ~ e ~ c~,~.! ~: '. "I~I!I r'. .'" :;> '~'!I,~. ',~..... ~~'r.D' .,: . j?: fe :'~!O:. I..) Z i'l' ,"1 .~ .....,:.' . )/<", ; 1/4- EXPANSION JOINT PAV-CON1.0WG 10/14/94 NTS CORPORATION STOP J \ STMLlSS STttL IlOUllU' STRAP SERYIC[ SADDLE .: N'OTES: SMIPUNO POINTS SHAlL BE LOCAKD AND lATER REMOvtO AS REQUIRED IY IROWMD COUNTY HEALTH I)[PNt'MENT, CORPORATION STOP SHALL lit Itf;AIOWED NIl) SADOLE IIC.UC<<O WtTH to IRASS FITTINO. ~ ASPIW..T PAW<<; /' CONCIlElE EDGER WI'" f1ISH Nf) 1/2" fIAOOS EIlCl€S, SET flUSH MJ)j lOP ~ ASPtW.T. JllOO PSI . "28 D\l'S l.OCA1[ CIIftROL. .KlMS S' O,C, .' VALVES FOR SAMPLING POINT TO BE BRASS BALL VALVES WITH LOCKING WINGS rF \' SNlD SET1WG BED BRa UIIT PiIMR .} 1/r no. RAlED ~ VD<<WR ""'* If.JRNG8lH: PAl1ERM WI Hf'AIlER IIllROOt I SET UNIr PMIG 1/." .- ~ mw'~.~~, J ./ ~ .~ , ,. . >( I i ~ ar/~ ... ~ 'O~QOaQO'~ ~ .~;...~~ )1 (2 0 (2 0 '1.2 '.:.' ~~Doc::.Do~r~. .. '. .... . .' .. ~ SAMPLING POINT DETAIL ~ 'i' ~ '.'~ ;. j. ":j : . " '~'d'~; ~ ,a .' ItS:;' f;'" . :1')' . i:~ ,~'.~ ; , , .' ci! !.g;- 'I' .t": '. ,", C'I[.~' ',1' r I"l""'" . jJ lf~:!"t' i .;,:'!J~1 ' < ' ,f~o,l'., i' . &g~ S:,t , ~...... N 'W II) . ...... -, t. ....' ~ ',:;' ~ -, 'j .. :",'.~"!, Q , i _ .... ~, \~~. .' ~OO~QO~~ I . 0900'0 oy ,.., CD .. '. .. .... ~ . , . .EIIIf Iff ROC COIfW;YQ) IMSE COURSE "'lERW. .fLM u as" JQIES: 1,) CONCRm EIIIlEJlS TO BE USED 'M:DE PAVERS AAf. AO.W:OO 10 ASPIW.T PAWIG. 2,) CONCIIElE MOS 10 BE 1WO ~ CCWlS awuACIURED BY UIIlXII PAVERS. BORllOI 10 BE ONE toLoR WI IIfU 10 lIE SEPEllATE COlOR. CONTACT ARaIIECT fOR COlOR SEl.EC'OOH PIlIOR 10 IISTAI.1AlOt. ~1'-4' ........ NOr 10 SCAI.[ -- Z = o :c .... c O. (.) Q .., ,'~; "D ~ " .... .. ,. ..,. '.' ':t. " ,.;; ......,~ ,; ...~..i ~',.'" '.' ":..,/, " , : '..' 1/." . . " '.;,. .: ': . . .:< ':~~ ~. , " "L';".G. CONCRETE TEXTURE/PATTERN pEYA&I " .: . r - II II ... '"" .... ContlnUOUll Or 12" R.turn. (Same 8IIow.) Ben Top Ben 80ttGrn 12" Ret&rne. Eooh (MIft.) , ~ ..... f8 oc. Top . ~ , f. rr "' :PSt r- h:;' .,.-14 Bar 'i' : I .... ~.,: ::..". HooIat. ~r{ ;-f4.JB IcIr rll ~\ l-L...L_~~ =~~ ~...o I j, 1.1 ~~. FerIc I j.L'~1 1"11 .....:.1:...... Top . 'x:' , .' , ,. .:, "!:t .' ~ i. ~~. , lia:([a: :~[[o:a:QJ = a:[f ~T = ~rr~~ :If~ II II _ ::rrmCEaJ II '11 race Of Curt>> ~ %. ~ 1//1((((( ( ( ( (( - ~ /. "?" 17 ( .~ ....\ 4114-W4.o Ie W4.0 ~ Welded .... FtbrIc:. ~ Bottom DhctIan Of ".,....,!note Flow . = B L .~ J J ao..ct ~ r or / ~ (line SIdet) .a: ~~=T::':' A L ~ ~ ... .." , I.- ( g~ , \If ," 1'" ,... " r i I ..J:. .... .... I-A. ~ }~I>:fl ~ ~LJl~ o 100 10 . 10 70 10 10 C\nw./'TotGl 00 EFFtCIENCYCURVE ".1, a: d,' .,:' .. W I.' ':~;""{' ...... ,<~':~~~~~:t" : Z" ".", ::( W .'. ..,..~'i Q ":11" . "':, ' " . '..... "'"','~ . 'I"'., '" "'.,' ',>':':,i ..... ':-. .,.. , , ~ ~ . r., .' ,. < ';'" f~ ~ ).' . ~ I ." ~ "" i;.... 1 ~.: "~\ ' ." f,;;,i'~: '" . . >t ,~' , '; f" , " #A", ) ~'i~.};f;r }r) f. ~ "", ':..>...':,~., ;.;': ~'fJ'<' :i~)~ ' ~".: '.~> ":c ~1:- .:' '~;:~< , ~Al<"8J;"~:'!'~ ';:,:; ". t, >~, . ,,~ . ~;'" .;';~, '-~:" '~:' ,~~v,.. ; \t t6 1..... - ~ __... _......... ~ -== __ _ ..__... _~..........;. _ _. .. ,..., "".,;;.,.,. ..;,i: 1)000 · -.. .... - 4_, ~ .. - - to .... - 1110 - - ~ - '" "'...... ... - - ... iIi 2.~~-=,t~~.::.:-..~~a.::.T~~"'''~",......w.....' ." .... 3. For etruoture ......... ..... No. _ For ~tGI .... ... /nctIIr No. , iot. . ' .. All..... ... ... tope... twJfl '1liItrhum... unIMe 'ohI.......... :rope..... M __.....~ or ~~ .. ~ ~ · -"1 1-..... - - .. - - - 2 -.. - - .. ...- -. ""':"........: ,; ..ffi~' ;:;':',::,:,~:~f~{J , ~~: .. .. .. on · etn.tcItri ... ....... ..... ....... detcIIII.... __...... ... ftOt 4IJIplIed, ... ..... ...... ............ ' '>.: / . ".~ ~;':) .... 200 ... tit .. ........ to 24"1". 1M ..,.., Top,," on __.200 II nOIt ......~.~;J,' ., '. " ' " ;';' i,:Y~'" ':'~>~ . " 7. F,.,. may... acJ~ ~ en. to... __ of brfclk. '. . . , , . .."'.. '... . ,. ;.." i "'..'~/ : ':,'rr.~t~," ;~}., .. . . ~ . ., .. "~' li}r;~~ I.',~ . ;: " ,_"'f, '. ~ .' .' ., .' '~'. . t, -, _j..":''::'' !,.~.~ k~. t- ".. ' ," "~;... .~\{:i X, ft' I f............U1i ~ I RNJ u= I, ' .~ lie... "'- f4 ... (1r ...) ... AI ,'* ~..-.t()mabIe1 Curt>> lox · ~ .M ".7to 88 an HeIght) rJ?....~.. ~ --f311 24;;' .., I 31]- ..... lie.. .... ,.. ~ r-16 BIn (' /' 14 ... (Or Fabric) ,_ '. ,/~14 lor ___10 Bar ~,' ___ ~ fI& Bar ~ __ - .... Fabttc ...d 101 c I I U ..LI ~ \f -1 F'RAME AND GRATE tnr: ~) y..... Or ~-(f' L (BGttam Or ...... . ~ a tECIlON Ai (SEE HOlE , IIEI.OW) ~~~ I ., '8.. 88 . "U <Iott4IIn ,Or ....) . 1Ie_ . (SEE N01E . -OW) r ..1_1__ lila 12 .. , I iJI[III[[IT:[[fI[ID:[ILL ;; [[[[[[[[[[[[[[[[[[[[[[IT ~~ [I[[lIfIlIfIa:[LII[LfIlI '.~ 1I1I[[[[[[lI[L[[t[II[I1I ~'~ [[[[[[[[[[[[[[fI[[[[[[IT ''" 1I[[a:[[rr:[Irr:[[a:CDI[[ I~[ 'iT. ~ :,f ~ Ollbrte F,... ~ ( oa Pawment er... ...) TOP SLABS .' r"~ ..1" ""~}"V.' , ...... ''&tII)~~ ' " \~"'" \.., '1.-':,~~: ). , "~rr- ,.' :"&1" :< .,,-~~ ~ .'. . . ..:.1\..",-:-,. ,;' . h ~..,'.;.j ",- t I , --. .I' $ ." ,; .?'! '~J"!' ,"f!.; (:.:.: ';,. ":':',:, ., ,< it,:.:"; .' ,:' . >. t '[', '..~. .' ,iJ .*'~" , " t;.~ ". .. -.' (~? ......",. ...., ,,'.~ ".:; " ,';: '. i N,., , /:?~ff.:~~ :'0' .:;~, ,- '. . ".' :.#." , ;.f .. i \.;:, 'l" r ., ',.. ':" ~~ .,. .~ ., .,:~ \~ ',,"'. -~.~~~.J~'> >," ~"!;; tIC.. ....... t.:,r _ " , i. GR/'tTE DETAIL LEt 'TYPe -v-.. ; ~l < ;.:<" ,> t r ""', . -. ~. F~ ... "~':, ~ i" .' " . ". ,. , : .: ~: f~"~:;~ .' ' . " . . . <, " .. . '.) '.' "'. . , .' ; ; '. , $!'~;~<r;\'~,.5.~~: ~,,\.J)', ,~~'": \~i ",:",.!j;.t.<i';.~ "':~. ;~i'" _,,,~, ~{' " '. . "'.', ., '... ,\ '" . ',,~. I" 1", "';~.,.;."~' -11!~(/l';:'>i.':: .:;:(."t'L,,;t,~~ ,. ., ,.' J .,"'. ", ". : "'. ''''~:I'S(i; .,;' <, > ;;;,.y.~.\ '.'.;. 'l-' ',F" "'.'.i~" "",;t.' ",,'.'" \ V,~;};.,., "1' '. .'j. ,,, .~.~,;i.,t~~ttr i}];i,f'}",r: t. .......' "~;,,, ",., :~".,;:~::,: :.'." 'fl. ~". ,~. , " ": " . '" ',' ,,", '. ., , . ,". ," ;::~~ " ". "Bel.. .:( '" ,~!, 'l.:"';';'; . ~" l~.;:~ ,'." '/%:;':,'~,-"" ~ . <. ~ " ',#,' ',. n-r1' '.', ';,' ~,.MOtt '1 ) ':.' r:' I.' , " , .~:'~ ,I, .',," " , ':>: <t. ., . ' ,~ ",f " ";,:i,.'.<_~ ,~",;, "tk t r- '=,8 , ;; , ; . ,',,,. ,: :',,;" . " ' '~ ~ '.'" 1:-, . ,J ,,:;:";..,',' ,d ., ..... . : . ~ ':'~?g" .<~ ~..' . ~liol' <r ...) .'..."....:.., t /h . ~'p.." " . :",,'f' .." ; , 1 . '" :.;.,..' ....;,. '... . ,'.. '", , :. :..,. . ' ,:' '.A.' --I' :,~ ;.. , . . " ~ -.....'- .:1'~</~ Y.' '--.;;' ~,,~:.~. , cciNCRm: ~~'""..' ~ ' >I't t "f~~, ~ i. "1 ~y ~ +" ~\~ \. I ' f : ,.,,~: ':Ii. ,;,~, " " " " '8(:/2 ' r~~,'; \~ ~ j~ J_ __8c/' "" .' . r . ~ "''''~ . / ' '1,-, :~.~.. 1--' ,_ ~Be/. (." MIN:) .:,..,-:-;, ',-'.. '-, ~ V" ' UNDISTURBED ~I. r:- ' -I I -:::;.-- SOIL , I COMPACTED GRANUlAR "." 9EDDIHG UATERW,. CRAOt F' ARCtt ~:'__< 7, ~ ,: ~ ': ',)4'; '<. .' .' . , .., . ," . ,~.~ t.: J( (. ; . ~~'.~l.. :,' ..,....,. .... " .,'. .:. '0,' , " > ; , ...... '.' " .. . '.' '.' _C ': " '~~.;~.~"' ,:r..~ ~ ... ....~ ,:.", :' .,;,""'""' .:,.'\'t~'~'::\ ,...~;(.. .~ . ' ..;.;t:.,.., .,..., .. '.,;, .' " .,"':: ,~.I';~,; : i . . ,'; ': <"" ~,"';h ~, , ',' I" , t,);~ ".. ',; ':",l . ,':- "': ,'["'.1' " .~,~,'" ,/,~ ~, t,,' I~" , , ." 'r: :,'",.' . 'i"\' ;;i " '''';'' ',,:,' ',:,.". 'Z~~ ; : ' . .' ' , '1.?i:J ,;,... .' '.". L.,. ~"",' ';. ~ ~ if,,; _ ;;, '. -:~'( ,. ",,, I " ,..,' ., ,,". , .:.. ,~,t 8. .. , ;'. :, "; I' ", ':'7:"~: ..i ,.,..) ',: fit ,:- .., . ,i:'; . 'I',' ...> "..::_~; :'<~: ,,,..\, .." ";,,; ;;." . ,. . ,': .' ','; 11 '~'~,"IO '~:i ,I' Q CI ~GO""'<<OIh""~C'I"" g . ~'. . '. ;, ' ,. ~. .. ,. "',' , ~ I . I ., " " .. . ClASS "A" BEDDING-SPECIAL CONDITIONS .:::.::r \ 6X6-e/6 w.w.f'.~ :'~ \ ~ -:-'1\\ '\' . I' '7 ,. MIN, ~~ 1~"t\. f ,./"'8RAClNG ~ Ii. S y /~~~ ~ ./ ' ~ WIN. ~ SHEETING ,p~ " (I +' . ,~t A ":/' .~ -""11.11 Be I 8d (SEE NOTE 1) THIS PORl1ON TO, BE CUT ANt> REMOVED 00IICRElE ~ E 1. Q I&~I ; ~.~.~ (j7~~ ~' TROWEL -AHISHED CONCRETE BENCHING , f!E UANHOLE 'CONNECTION J DETAIlS ~OUTSlDE INSIDE - WAU.' WALl '> PRE-P~IUED , .. JOINT SURFACES PRE-PRIMm ~, "'~E-MOI,.DED JOINT Jr J'.,/' PlAsTIc JOINT S~F~S- S~DMm . PROTECTIVE WRAPPER (WRAPPER TO BE REMOVED) COMPlffiO r 1\ JOINT W1m \. j I \.. SQUEEZE -OUT SQUEEZE-OUT \ ~ , , ~~~ :'<<$,' " . r. )0,.. ., ,,'" '. ~ ~1~' .i'! IIj ~ , . - A.1.S-.1. J 16 STAINlESS STEEL RESTRAINTS ~. ....~,. DtwP PIPE: '\. ..:':.~ F1.ANGED go- t-'- . .< .' =~~ ~~7N POINT IN~ DIRECTION OF flOW ,r ----r ., / ~-<. I \.~~ .A, .. PRECAST MANHQLr WAL.L~ -Mr.r- it . ; ;f', , '" ", ",~~~ .~ . , ,~ , ... .... - INLET CONN. AS REQ'O-............ - MANHOlE I~ . ~:~J ... ..... .~\. /.,~ ?~...~~. :'.. CONCRETE ENCASEMENT Of VERTICAl ,TEE / PIPE .'" ,....' L:...~ ..,~ T 6" MIN, I ~d 1--- "- . r-", '-- INflUENT .. t . PIPE . \' .if-- 0... __ 6- MIN. '--J .. ." ." ~ 1-2" ,,:..... . . . I . . . , 'f" ';."," -... &c/4 .'. (4 MIN.) "PPE 8EU. COMPACTED fW:t<nu. AS SPtClF1ED FOR B~ TYPE. ",I::'" d .. .V,< Bel' (t- ..) , PIPE BEU. I -= .~ . PROTECTIVE CONCRETE SlAB ~ 1'-6" MIN ,)'-0" MAX SET COVERS fWSH IN PAVED AREAs & AT ELEVATIONS SHOWN IN UNPAVED ~. ~ I~ i ~. SET TOP Of VALVE BOX TO FlNISH GRADE- '. ,~ \. -.. j !.' ;A .. ,. '-. /MANHOLE FRAME c!c COVER (SEE STANDARD DETAIl) ___ FRAMES BEDDED IN MORTAR :...!J.. I S 2 COURSES OF BRfCK MIN, 4 couRSts WJ(, CONST. TROUGH TO MATCH EXISTING flOW LINE. 18- DWAETER OR 18" SQUARE CONCRETE COlLAR IN UNPAVED1l AREAS ONLy, .A" , "1 ~ r- '4 BAR AlL AROUND '~l>, ,,"-~ " 13 ~ ;.,L"~ ~~>~M~OZ~ftl ~ ~~II~.. ~~,I ~"~~j, t a~M:J 6 . t:: ~ <~ ' ... _ 0.. , Bm. iii I.' ~.'. I' , 5 i:- ~..if''' ! ~ 9 : ;!5i~ I!!b . ~~i~ .;~ I' h~e i ~ m , , , .. EPOXY ccw.. TAR COAllNGS \. PER SPECIFICATIONS \ / FlBERGlASS LINING (SEE DETAIL) 90' BEND _~l.. EXTENSION STEM WITH 2- SQ. WRENCH NUT - SCREW 1YPE AND UPPER GUIDE r--'1 ADJUSTABLE REQUIRED FOR MORE I VAlVE BOX THAN 4' DEPTH,~ WITH CAST IRON COVER eox SHAlL NOT REST ON ......n ~ VAlVE OR PIPE AND SHALL BE CENTERED ON NUT. ~ :; VALVE (TYPE AS SPECIFIED) ",. :\'''~.;l<!~ ''''It..'''''''~ - ~l .. -, .r. . , ~'t: '1:',~ ~ ~ , .' 2'-0" .1 ~ J p ~ - S"M'N ~ / . L . "~V .~ '.' '..-: .... . ::- - . . .': '..t. ." I ,~ , , SHEEm) TRENCH SPECIAL DETAIL FORCEMAIN CONNECTION DROP CONNECTION ..-.. Q: z ~ :i ~a t".... ,. " , ,~. 12 , :0.:. I ~Il. . 1J t.-.-l I. 'T r,::i- :1.,:,.;\ '~ ,liF' r , ~ 'I S ~flED In eo ~,~ <XlIlAAClED ~i ~~~~/ ~ ~~ : + 'I ~ V-- "'/. f I I .A '" ,,--J - , UNOISTURBED SOIL PIPE 8W.. BEDDING ANp TRENCHING NOTES BENCHING PER~\ h SPECIFICATIONS I \ REINFORCEMENT & JOINT 12- &J@ ~_ DETAIL TO BE DESIGNED BY 1\ -, 1" 0 mE ENGINEER c!c APPROVED '.:..'::,;i~ . : .,,~' ~ BY THE COUNlY. \... ....\.,:f-~':;,..\.. ..'. ...:.....: ~ I ~J6 - I -~'1 8. WW. -1- · ... ~ r.r- .. ~ i;{I ..!:. f -i-I 9"1- =NG -I 9",-i 2- MIN. PRECAST MONOLITHIC BASE STANDARD COVER AND FRAME DETAIL 25 3/4" PRECAST t.tANHOlEA WALl ~I' flU W~ ~ :::ss~ "I~~~ BAND ~~EEl ~.- __ mSEWER PIPE 6 MANHOlE INVERT 7- . ". . _ { ~'~l\" ," ..: .. "' ~ .. ~. RESILIENT CONNECTOR STAINlESS STEEL PIPE 7 TRANSITE COUAR ENCASED IN NON-SHRINK GROUT FLUSH WITH MANHOLE , ... WAlL . . ~- ~ PRECAST MANHOLE ....- / WAll .;;..;. ~ d ~ "', f- ...... I g ....' CAST -IN-PlACE. CONCRffi BASE 1 1/4"-11~ 1\16- o gug u~~ 0000000 0000000 p SAN IT ARY p SEWER ~ POOOOOOOC: ~ooooooo~ COVER TO HAVE NON- PENETRATING PICK HOLES ~ .: ~r ~ ';C- '1 .. . $'II' ~ . " ili i~~ ~ r1 ~ . ~ iL t..----- SEE NOTE 2 .,...-.J I,,--J :n .1"'" I ..... '- COMPACTED GRANUlAR BEDDING MATERIAL. 1. 8c.. PIPE 0.0, ad '" TRENCH wlom AT TOP Of PIPE MAX. Bel - Be + 2." . MIN. Bd '" MAX, OIM. OF BELL + 8- (UNSHEETED TRENCH) MAX, DIM, Of BEU + 12" (SHWED TRENCH) 2. DEPTH fOR REMOVAL "OF UNSUITABLE MATERIAL SHAlL BE AS REQUIRED TO REACH SUITABLE F"OUNOAT1ON fOR NON- CUSHIONING MATERIAL. DEPTH SHALL BE 6" BELOW BOTTOM OF' UTIUlY, 3, SHEETING SHAlL BE ORNEN BELOW THE lJTlUlY INVERT jF.. REQUIRED roR LATEfW. SUPPORT OR UNSUITABLE MATERIAl REMOVAL WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHAlL. BE CUT OfF A MINIMUN Of 12- A8CNE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY mE ENGINEER, AND LEfT IN PLACE. IN NO CASE SHALl SHEETING LEFT IN PLACE EXTEND HIGHER "mAN JO" BELOW SURFACE GRADE UNLESS SPECfflCALlY APPROVED. BRACING SHAlL BE APPROVED AS REQUIRED. 4. PROTECTIVE, CONCRffi SlABS AAE ~D WHENEVER OEPlli Of COVER IS lESS THAN 36 AND IF APPROVED BY mE lmUTY. 5. BACKnU'TO BE COUPACTED TO 98'" DENSITY Of AASHTO T180 MOTIf1ED PROCTOR IN AREAS TO BE PAVED AND 95'" IN omERS. MANHOlE INVERT ~~~/ . ';'4 .'~.'~' .. . '. . . !,....... .." ~ SEWER PIPE 6 6- BEDDING ROCK-BOX SHALL REST ON BEDDING ROCK, NOT ON VN...VE OR PIPE AND SHAlL BE CENTERED ON OPERATING NUT, _67: \A. , . .' " " ' " .> NOTES: 2" r r:, ::.: I 36- , I fRAME AND COVER TO BE TRAFFIC BEARING U.S, IFOUNDRY #227 OR EQUAL. TYP. CONNECTION ALT. CONNECTION NOTES: 1. COVER TO BE MARKED WATER, SEWER. OR REaAlUED WATER. 2. VAlVES SHALL NOT BE LOCATED IN STREET CURBS, 3. FOR RISER EXTENSIONS SEE REQUIREMENTS IN SECTION 2.3 (C). r .!:~ 1. , NORMAl.. TRENCH GRANULAR BEOOING " DROP CONNECTIONS ARE REOUIRED WHENEVER INVERT OF INFLUENT SEWER IS 2." OR t.roRE ABOVE mE INVERT OF THE MANHOLE, SEE MANHOLr CONNECTION DETAILS. 2. AN ACCEPTABLE ALTERNATE PRECAST TOP MAY BE A FlAT SlAB 6" MIN. THICKNESS, 3. FRAME WEIGHT TO BE 220 LBS. 4, COVER WEIGHT TO BE 170 LBS, 5, COVER TO BE MARKED: SANITARY SEWER 6. WEIGHTS TO BE STAMPED ON FRAME AND COVER. 7. FRAME AND COVER TO HAVE MACHINED SURFACES. 1. PENETRATIONS TO EXISTING MANHOlES SHALl BE CORE BORED. 2. DROP CONNECTION SHALL BE REOUIRED WHENEVER mE INVERT OF AN INflUENT SEWER IS LOCATED "TWO (2) OR MORE FEET ABOVE THE t.WN CHANNEl. 3, DROP PIPE SHALL BE OF EQUAl SIZE AS THE INflUENT SEWER, DROP PIPE SHALL BE PVC OR FIBERGlASS WITH NON CORROSSIVE OR STAINLESS STEEL FTTTINGS. If A TRANsmON TO OTHER TYPE OF PIPE. mE TRANsmON SHAlL BE OUTSIDE OF MANHOLE. 4. DURING PlACEMENT OF THE FIBERGlASS UNING, IF THE BENCH IS NOT REMOVED TO AlLOW THE LINING TO EXTEND TO THE BOTTOU OF "mE MANHOLE, THE EXISTlNG BENCH SHAlL BE NOTCHED AGAINST THE MANHOLE WAlL FOR THE ENTIRE CIRCUMfERENCE TO A MINIUUM DEPTH OF "TWO (2) INCHES AND THE FIBERGlASS LINING SHAlL BE PlACED AND SEALED INTO THE NOTCH, AN'( NEW CONCRffi/GROUT TO BE PlACED OVER "mE EXISTING BENCH SHALL BE BONDED TO THE EXISTING BENCH USING AN APPROVED EPOXY ~ ADHESIVE TO PREVENT COLD JOINTS AND TO PROVIDE FOR PROPER BONDING. . o z jl "".,f" 'It ". . ' .' . ::l.' 0.,.' ., $' t .' t ~ f fl~~ifi j~ tiJt< . -l J ' . "J.I.,:d:~,"~ J. ; ~; ',~~' ",~,,~~ ' , ..... ,.". . .:, ~ . ''i 'l~ , . NOTES: VALVE & VALVE BOX DETAIL f' 0.15 Be (TOTAL.) . t ,'. ~ >CLASS "8" BEDDtNG-NORMAL CONDITIONS ,~ ...... ,.,' " " . !JPE BEQI)ING . TItI;"CHING DEl AILS MANHOLE CONNJ:CTION DETAILS ... z 8 :c ..J C (.) (.) Q ..., ;:~~ " " PRECAST CONCRETE MANHOLE ,.... . '" ~ ".';' ':';.'fl; ,'" ," ',' . .' , .ij -, . , ,. , ft' ., ':'~ ~ ):1" \~,' -<", ,'/~ ,[~ ~~r; I: ;' .,''J I' l.!ie;.., " :, ~ " I;:: ,~t', ~ " -, "~ ~ r ", ", '" , . , ~. -~ , : I ~, v, ~ ~ . - , I " , ~.: >,;. i'. . .; '. '1: '. , . .:. tt.'!5-,~, "''Jd~i',;:. ' ."i\. "~...,,(~f~~."'" *~\. ' ..... .' <\:\1' ,: . ", " , '. ",:','. ,'if .:,'t" ,.:," "()':~\" ", ,'',. " ~'" 1'./. . ;' " <'~:~' If), ~::,.,:,',_. ' ..,..~ .' , - ,,:- . , " -'~- '{ . ~,.' '. ,.J',;'" t ~ ,h '::'~,~r;{.( cr: ....... ,<:1. " ~'. '~':~ . W. ~. ,; ':..;/:.;~~'" . . .:' :\~ Wg~ . ".,_Ul.~" , -'~r9 . . :" .' ',. ..," ' . "~.'Ii:I;. " ... '.. {' ..~ <,' . I....."f :,......,1 ~), . ,.~,.,. :::,q~~::' ~ ~iT~~~~Y SlNQ.EOOOfU DElECTOR . '.' .', .11):.,',' ,~:~.:.:c,.;i:~ ~ an -TER SPRINGS r-12" SPOOl ~rt:i":.:~~o:Y CO 'I' :\'. :''i';,;I1i I 1/2" PREFORMED (SEE HOlE 1) PIECE 'PUt:' CC)N-"'^TOR. ' L-.' ." "',,' ,,",' ~: JOINT WATERIAL ... ,"'"- I""'" <~ . . ., :O~~ 'ff~~WS ... .....S. .... .. ..';'f~ ~ 1l~t:1 : . ~ IfEN) . ..I'~:. '..... '~..:,;; it::,;,;; ..." ." . ; 1 "':' . <, .,: ; l ;,' ',.' , ' ., . , ,r;[,'", . ~ . SlAB . E i3 II '\ ~ ,'.~ ~ ..~2"(1"/P.) 'i~" JW,~ ~l ~ 1. I l" ,.,', I ..... .":~'i'~',\..~~....'''' ..,;...'~.k,:.'~ ~'.~. .~\~yf.........,.,. ;'",''''' '. t '. " """ , '. W:.8EHD~-J. ",' I. -: ,"'~ ;,' '" 'l'~~ ' ~ "'.~' , ." '10', " ",'. ,,' ,'f' ,-,~,~]n ,'oj J'.~ . 11 ~'l><'~ ~ . 4'" , ~~...\" ,...t. , :?;:/.:,j_;.", " " 11-. FROaI ,~~\.' ",.",>;,:,., ~~""';1,' ' .., ItA' AO~STA8LE PIPE . , ".-;~I, ':,' '.::~". ':, .,~, ~.. " · SUPPoRT STANDS BY '" '? 'I ' "" 'blY"ji . J;", 1 I 'Al>~A8lE.PIPE lHE 'CONTRACTOR <'.:>, "\,{:. ':*> '.,' . . ........ ~~AlIlSPROFlLE,{. 10'.~>::. ';'~;I~;;{,: . j .~~.iI~f1..~." )~. wl'1i, " ,p,' ,. ",' , ," "~: <~d~;:',.~;:':. I'; '~'V': ~ f'iV&:ildr88fHvtmrl ,'- ":::'~' j ',." ,,",";':; ;. '~.V1'. ,t;., r ~.' _ "O'~S. .1,'"", '- :, " .'....; f;:,~ ",'}Ji~~," Y.,., ~,~..:' "'!i.i":::J VI 'II:., . " . :' ,"'1. ';''> ~ , ,.' '" ..';".,i....~.. ,. .. 2. & ntE A8o\(' ~ APE $HALl. BE~;oucilni....."'7;;.: ,,,' '/; '~~:,>:';, ."tr,")l,\ ' . : > ,'., ~~', "'rO~ , ~. h' ",' ~ " ." "'A.~~~,,, - '.'}:.r",,: iJ: t:-~~,~: ',,3. e CONCRETE: St.A8 "1lH No. 8Jc8. W10Wto.'~,.<'" ~J.' \" : ,;,~: .;> ~''',>;t,~ (I'?"...':F~ > .. '.' '" ... ~"I.' .,' ,","'" . ',' " ;" .'.:, l'~ ',:jo ~l'),.;:, :: ,>~, .,i"r~; ~,;~,:,~:,~-.. ~ ~ 1 . 't . e-~ {'.~ ~ I.,' ,"tj ~.. I ~ r' : I, . .cr,? \,:'.ij .J (.,. ~I " VAl... r 't',..;^'{, .., ::'/,~ :, . , " '. .t, ~, "\:.., <.,~;\' , ,:, ',) ;,./7l" , "t~. ;'~ ".':." ,.,", ,~,::'.'" ,", ~ .;; --:?~; ~:' .I'. , " ;':' ,,'. ;:;,;r,,.., ,! ,,,:"'; '. . ';..~ 11 {.:"/,, J... ~." ,t~'" ~~ ,~~'.,. ,~~ ':, 7 ,'r:ft ,'p " .~ "',. "..'" , . .,' ..". ..'.' ,"',< "'.',,, ~:. ,;,'':,is:,,''',;JiI, '" "'.;. ".:- 'i" 0: .. ,;r-~', AI, , ",'~'~' :.)"t"i' Rf! VARIES _I -~ ,-----------yOlECK V/olW; 3/.- BY-PASS MEm I . -- ../ I P ~~!. I FlOW...., ~ , .s:: ~. ~ I J I I -~ L-----_______--.J -~ ... . I _ .....~".) 'K~~~: ~.' ..-....:'-...~ ... ~ I :: ) 1~, J"I ~ I . t t' , " '. ... ,. '. . : . ' . , f~; . ' ., <'., .' '.:.. '. ;"" t l". .". ~~J ..' .,.' ';"_.:~~.~. ~,.,':::." ~', ' ' ' .,.' . " , , " . ..-;',:~ . ;~ '." . . '" , ,", :. .", . . ,...... ,:, '{. ," ': ' ',;~,~~:'. .:,:'.,~...'!;,',,<.?i.::,..\: .>".,' ,:.', ... '. ., \~ '.' - .. ., , '''':. ....t 'f ': ;~~.. ", '. ~,;.~.' .g\~: ,,' ::;,..' , .;, '., ,;~' ~<.t.. ~A&S";",' tt...._ COfI" ",.". ." ,: ,~~:;:.,:t o' ~~,. .:'~~ ".~r~:~.~:. . :. ' . :.~.: " ". ,..aT'S: ~f.,.. '..1 . ;..,. . ", ,,', . <j .r.' 'I' . , ' ~',;iL;;A~'-:: ;:":(.1I.~~. ~=B"'~.. ";.~,I~;'.~.~,..~.:~,:; ;-.".."., ~'7 '. '.:,. I~~~__,. _.~..~"W__ ~ :: <I .:~',,=' .,' -j , 'y'~f'". ~::,:~~,',!_",,"':,,~,"'~' .:- f ~ I ~....,1 1 ~';:;~'!'c .. . "-;':<,, , .<' . ,; ,:;.~. ;'';''.' '7'( ,..,~....... , H' '\':~_~:? -, W,~*{'.,~4-,.,;;\1....../ ':"" .':L ,..\ ~, .'.( ~ ,<. ,,:.m';:,'.';\~'" ,.;r'"o~.'~~~~1',~:, ~,:',',' . "..,', ~~:.' , , ., .,..:~ I ; 'oK~~ - 'll!":~;i~ }~", I ....'.. ~;_ ~ ':":l\ '''. '}', ';'~~~' ,. , " .'~~~ft;J ',,,~~~l/ .. . ~'.':' j,:,., . :,;;; '" ~". '.." ~ ;, ,,/~I)%>;;,.>.,.\ '; ., ~~..~:"~ .1";/'" ., ", .., ," .'" .,' " ':1,1 j:' . ''t .,~' "'_s ," J ( :'.,'.f' ,.,~."'!r.,,~,,:,:,~~.;,~.~:,.~,~;,.,.".,.,: ...... ..... . '.::, ",. t,.... ;:., . ',.:'. "'" j,.,;11~Zii:~;~~"':4:~ ;;~i~,~~~t':;;' :.. '~:~.eui.,bF.W1NrtR SPRINGk"... ';'&':........;,.~,..,;.~.;-:'..A~,' .~> ~. ;". ,::':',;,' ''''i'#;..:~~r:>'{i:~'' ,d,.:. ',~:I:,~:;;', .> . " .:. ,'....i:"".:1;,~':.y:~;:.~.;~t', :>'~:"',"l"".""""T '~J,. .\; ,.....:,..A..' \ ""','}";~ , :r~ '". , ~' ' ~;t'vf.,tJ'i~ik~ ~"" -. ," r~ '.:~. . < c .; ..!l:: '-,'-',1 "" ,'.:';" ."~",; ~ . !.- ~... ,?'~. t'- ,-" '. . _ .,.,. - ,.... "~''''i4<''",,''''~ ., .. . ,,. '!T'I':: 'f/t-{ :\~;~.~{::'~~:;: \.'::::L :~?r ..', '" .' ,:.~"';.:.'~Y~.:.~:;;",.~..,;i":' " ':. '.' ;, '\i~'''''''"~,':;~,}'~,. ,.1':'" >:" .'.. . :' "y\,,.. It}!., '~'_ ~."", ~7' o. .~,,.. ,. . ~' .~...." 'F'/ , ,..~~~.....-<:<c. 'if ok" '" ....)' tr ~f'~'''l--~ "1,, t~'" ~Ir.':. ,,"'.....~ ';' ., ,~"'~.~.~:.. 1 \' ....";-" ~4r"} ~~'" . ...4'~1t:i~ "I' .~, .t~" ~' ..." L"::'I,f ( . .. ,-. -' '1~' '!l. Q':'" - --'-"~ .,.....;.' "'... -.: it .......~.,v::f O!<' ...... ~ ~:,t" J ~, .., jij. ..~~! ~~~ ~ 1;~' '~f '0 J,. ''''~:t.''lt:''" ~ "<r,).:.;::.:'~J.... t ~ ',,,".r""~." ~.. :.1, ~~ ""~ , . .....: .,/,f\l:,;I$f,"!:,..... ~"... ~ . _ ",',J'V :.,?'..... '..:',.... .:~~ ~ .n'f. " '.T ~ ",.,.', ," , , , . " ~' ~(t..: k..~'{:?t,.... ':~' >:~"''h.l~~.~ I',' '" :'. .~'~ .," ~ '.'. '.'.. ..~. " ~f;::,.lr ,yr.~ ~ ,", . -'~. '" I,..." l~ ' 't ' '0'., r <<,If,' ~ '''I .. '.'.' :', ,., ".' ,. .i'.......~ '. ,.~.,'... . ',' ....,',. :','''' '.'. ,:,!.' ",::"~",,,,~""'::i" " ,.~\".,.',! ,".' ..,. .' ,it," ~",'..' t. # " ;', ",} .T\.' '!I."".!," ," 1. J" . ""', 'I '~.\ ~t( ......' '.'. ~i<'p:,.,,,..' ,';' .';1'}~,.'; .,jy. .,~) ,~. ""..~ ,"Pi ~.'~~" > .0,' ''''~j:-:(,.; >,'.' '. ',ifli,:-r./! -K'I;~~~':." ~', "~ "'.. .', , :,', """.: .,;..,:,'".':.f"~~,,.:.:6:~~'.~. "',~.,:".~<.'"I'" .,....~., . ".,t,:~~t~!;:" ~~,~ ::,...:,',~;i:,. .:~, .,.~ i~.. ~,....:;~,~ .J:~;~~: ,.,;.,.~~:;~< :'.:'. .".' :""> ,,~'t ,",:; ',> '. ;, .;. .. , "'ff . . d', ., ~., , .' '. .. . ... ~ "'; 1 ~ ~t~ ~ .r , '.< ,,"-: ~1~)>; '.':'" , .. I':~-<t '-, " . ~.' ~ '''1 '. AS REQ'O AS REQ'O "w 13 TEST COCK ~~ TEST . >, '. " -,. ..(~; ~ t..c AT ,. ""M'liU . ~.. --.- ~<:r. . . ~~HED ~\ I i.!..W.~li I ~. I " - 11~) 2 BAAS$ CURB STOP ___ ' TRAFFIC BEARING (BAlL VAL~ . ___ ' , Mm:R BOX AND LID ~~b!">-, r--....... ' . 2" 90' BEND ~ . ~ > .. ____ 2' GALVANIZED STEEL . , ." III .............. .' K;;;;: t.1 - ,"~ " ~~u!t9 0 --. .. ~% 2 90" BEND '8 ' 0 g1~~oo 00 BRAss. CORP. .STOP -.- ;::. 0 ~ 6.' OF GRAVEl OR' .. CRUSHED ROCk /2. CAA . ':; ~~ I f=mJ.J-!fiT-' ~I :J ~ COMPACTED - BACKFIll / OPERATING NUT r ~ /"'" ~R NOtZLE " . . rACING STREET I C., 1S-t.tIN. ..... ..-. ~ ;fJ~" .. ~ .. . ,'''' I , ~ " ::.., , "j.' " I': ,. l...., " ~x 11 GATE . VALVE .1 I o ~~M ....-. ... ei~K t:i ~~ JI... Ii" -{; ~ ';J ,.... , i, ""'C c J -: }{. '. nNISH GRADE !..J..!.11 c:=/ '.1 ,..,:.0:;' f\:i:V.~;!):1 . , _, /1-iT'--, I ~ "" ~. I.- 1-.1 YJL.VE BOX DRAINS, ~ t ".:ii J, ~ GA l. VAlVE i-1 re" WIN. PIPE f V (SEE [~All C-18) ~ 11r niMN.. irMJ TEE . iT~~~ I JLj~b i~ ONOtSruRBEDil .;S~ + , (J "C::1 ~ .lq:Ifti + SOIL Ifl ,~~~,.~~~ -L 5/ff' GALV. TIE ROOS'- r ,'1i..Lir r;:wrr ~~. ~cd \ WATER UAIN i'. AS REQ'O - ,- - - t- .. DIRECTION OF flOW II lEST J COCK PLAN .. ~ST 12 GATE VALVE #1 CHECK VN...VE ; ." . ./ I ',.:\ : " ~..:..~' " ~'.i. SH:;'~ . -.. ~ ...~ ' . -1...: \ f: RElNF'ORCEO 2-14 0 6- o.C. \...' CONCRETE . H'tORANT C[NTERfD 'HOTES: Itf COUAR ' ; ( t 1.. HvOrw.rTO BE l.OCATED .. TO 8' fRO". ~ Of" PA\IENI!'HT IN BE7WttN <;UR8 tH) SIDEWAU<.' '. . . '..' '" 2. H'I'bRANr TO 8E PAINTED WfTH 1 COAT DUPONt 131 ~~~. V2;..... ORV FJLM . 1}fJCt(Nf,$SANO 2 ~TS DUPONT 77~ 1 1/2 lilt,.. DAV rlUif'>>ttCKNE:SS tACM ':. .3.= :I~ ~ rm: ~~: AND '~ Sw.U. '. WltkEt> . .:.' "'WATER- .':. , '. '. , "" ," : t~~*'UrJ1,~~~.. ., ,.' .::..... ',~'.ElOTT~\1!\"'1S AM>~: Of' S~~~ ~~"'... .; :. .. '''/' ''J'", 01 , . ( I J;, . _ ._ . "1 ~";.,,.: 1 ,~'..-..::.. .." -' ~ ~.~ s''',: 1 . .:~. I . ~. I.' , ", '#~!:.''';. ~... . . ii' " '"'\<~~>~"""'''~ > n 8 CU. .FT. OF GRAVEl - OR CRUSHED STONE FOR DRAIN SUMP. GRAVEL TO BE PJ.ACm JUST ABfNE DRAIN HOlE. A POSrt1\I[ ~CTRIC CONNECTION SijAU., Be: UAOE ., BE1WEEN ~.AND ~ e~; , NOTES: 1. GOOD FOR NON-TOXIC SUBSTANCES SUCH AS STEAM, AIR, FOOD. BEVERAt;ES 2. ??oo AGAINST ~ AND BACI<PRESSURE . 3. 1NSW.LEO'~..or 12"NKNE: GROuND OR nooo lEVEL. oJ. Musr BE TESTED AANI.W.LY' . . . '5. SIZES AVNI.AIJlE; 3/.4- .;. 10". . 6. ~fJc7~. 1013 OR NIfM 5!"AHOARD et1'-89 7. E ~SHUT-Of'F VAlVES REQUIRED . .. ~ .fOR'OISCHAfitOE f"ROM REUEF' ,VAlVE MUST BE' .'. . '" ('. -- WATER MAIN '0 <. ~ "~~/ ; , ".... ., j> 4" (" I. ." \ ' ... \0. " .. ~' ....;;.... ....' : '~1l .''i'. ...~t ,. .,). . . .:. ,; ",:', ., I ; ~ t " ,; ....ZO -, .f', ~, L:,"DaN~"'-=" . ~':..~p ," '.: '" ~ ~ .".,~. \ . '~I ffi; , , '';.,: ~'"Z .. " :~~:' t': ;;'-t, PH BACKFLOW ", '- .~ ~ ' . " . .< "~ ' r-'" .. .. " ~ .' , , , ;j~:.' ~; '. ,. fl~' .,.~ ~f_~~ '.): ,~ ,. ';"1 { ,:'! .ie..,... f' .' ~ i "'~ ',1 ' .,.. >;/ ':' .:', J.' ~ {,; "."; ...... "'-I'. ., . r i:<"Mi '. j- Ii ,~:" ", . ,,'::":,i.i!':O''':'l, ':', . /~.. , .' " . ~', . , i- ~~ E ~ . ,,' " .~ ' , 'i. , ': ':.-.. : ..' <-!,. ,~~ "i'. 1- . :'d.,\".;:;.;~~, ';b,.,' .",;..,1<' .'J ir '" , ..,~.. c ,.' I " ;',. (' '.. ,c:rt ,.q /. .... ~ . . .f ~ (:;" ... ,~ " ;;' .. .",..... ',. ""'. : " "f'l~,j'" ::' '.,. ...' ,'~:- " : .;~:~ t, :;. ". ....', " ~<- ( ':" ':. , : , ,:' .' '" ~ ,. ~ ,::,.". , "',; :,.' ',':'V:,:" " -,,')-':- .,:~ .',.., if' , i. ':. , ~ 1.\~"., ~:j{:..; " . ,'<';' '. .~. f Ii" ...-"_',.f' '. .. , "';,', .. "', .: . ,.... . .~ '. .,' " ,1, ( :: " ':. .:~'" . .,....,. ;'C" >f'::: ..... ,. ' .'J ':.-, 1'- ~ '" ~ " ~:> . u:: ;,(f , " .. J'~:,::',,:~~t\ ,; ;;~: t~~S;,:,c;~j-;,J~~,~ . '" . ~~! ,.}:.:.~~~:: , .', , . l' .~. , .', . .. '" r:\' . l;~' , . ~ .\,): ,,~~~ ~ ~' '<!of...-.. 'J , ;;:i-"\t.~ :I':~ ',"! " ;,w, '. . ., , . " . '" ~- " . ,,,'. ,(' . ;', .r " ':;~~r' :t: .'. ft:::.'.....' G; , )<.-i :~'~~~~ -'1-' . .t, " ( ,i ,. , i' ~. t": " '.' ~r!jo. ~ . d" ....., ..... t:,li ','.t" 4 ?j ,~., 'ot ~....r, '; . it" _.. ;: '! ~'t: 'J '",' " , " , , . ," " nw.E Ie SOUO UO NEENAH No. R-1974...A (RCUND) Oft APPROWD EQUAL. Vt1TH a..EAR OPENING EQUAL TO PIPE 1.0. I'~ l' ~ ,; (. , r FlNISH GRADE i ('NI') ;.~~~, ,\~:" ",' ., :. . ." '," .,', 4...~,"~ '::J:"', ::-~i', "f' l.~ ',' ~.' .,- 4 ~ . ~~:~ '.}.",: j~,.:; I '. ,. , ' ... ,..': <~t. ;:: :I", 450 P.V.t. lEND ~ .: :1"'0 '.,: PE ~~., pya"- P.V.C. PI - __ '. , .. . . . . ft,,,, rt .ow flOW ..~,~ .' ", flOW ~ - .,,' ."- -. -+- ~ -: - ~ q':...': ... :1' ~.~~I'::~1 ,~, . ..~ ') .. , .. RHISfi GRADE '.. COVER SL~ TO COVER ." ...: TO llAlCH> ~""~~ '.' , . . ~:J ..' 1 CONCRE1E ENCASEMENT 8- MIN. AlL AROUND TERMINAL CLEANOUT ," "r . .,tl;" . ( ." ,.;:1","<'" ~'f ;;.:: :;':' L'i, ~f"~' . i" .' " ?!~\::.. ' . ; .. I .'~.l~~ '.-rt) .. . .IJ, , 4'" ~ ;;iI"'".' .' " 4: ';' - '.~'4' Ii .~. . ' . " .' --l I- 88 (nP.) '. " 460 P.Y.c. BEND \1\ ..-- ." ,..." " . ,-fro>~_ . '"fJ.J~ _ PIPE AS INDICATED ON PlANS IN-LINE CLEANOUT " , , .' {~ ' , CONCRElE ENCASEMENT 1RoWEL f1NISH ,~ , , '~..,' ';-" + 1 }__ : .~' ~t:;:t1:~ ,;r? ',';c' PLAN. SLOPE INST ALLA nON ,"{ '1/'" "~ ;~"., ~ ~ t '" "_,,, \ ,;,""~'; ',>;, . < CLEAtjPI)T QLT AIL.JN PA~D ~S '':.~ "~: :> I " .. . .' .' , . .:, ,it' i . , ~~~""; , . , " .~~ ~.' . ~ ~ ;,j: ~: : .. , - <=m ~ ~ ,:t'" . f Median J II m88~~r~- .. ~ t) Where Other Construction Or 200' Min. I L r1 fit) Maintenance Operations Occur ~ 2"' I CONS11lUClIOH Within One (1) Mne. Signs l v-Ta Be Omltt~ And Si9nlng To Be Coordinated In Accordance With Index No, 600 Cones Or Tubular Mar1<e,.. At 25' Centers And Type ,... Or Type ,...,... Barricades Or Vertical Panels Or Drums At SO' Centers For Flt'$t 250',Thereofter Cone. Or Tubular Markers At SO' Centers And Type ... Or Type ....... Barricades Or Vertical Panels Or Drums At 100' Centers.. ~ ' , [~:. ~ .,' 17~': . ~ 'l,'~ r;:t" '. " f . () rJa [) () \6,,,,e" 'lil\ '" ' '; , " ==> a:::> ~ ~ - 8 8 8 II t) 8GB 500' .\ t) () " [)I .', . ~ ."' ~~. " 1140' 2640' 1000' L ,-.\ - .A.. .-.' '.~ ~ .t... ;,'1.:- , ",. I .. :.' ,~ ~: "\ ~~ IIIOIIT LMC Q.OID t- .-n UM: CUlIID TMI I "t... " ;". .' . , , ~,~ ".' .. Maximom Spacing Between Devices (FT.) To Be Equal To The Speed Limit ("PH) But Not Greater Than 25' For Cones Or Tubular Mortc.ers Or SO' For Type"" Or Type ...,... Barricades Or Vertlcol Panels Or Drum.. > . 't. ~~ ... ~. ~~ q '. . '~ " ,:'. GENERAL NOTES . i TYPICAL APPlICA TlONS ~" . ~ r(r..: .:.,~ 8. l (min.)- L....gthof taper In feet: . WS for ~ 4!5 mph - W1 for epeedtJ 40 mph 2. All vehlcln. equPnent. wOl1lers and their activities CW' lR) r.trlcted at all times to one aide of Ute pavement. 'MIere: W- WIdth of laterd tranaltlon in feet 3, The flrwt two wamlnG lJl9I:l.. eac:t\ aide, -.aa ha.... a ,.. x 18" (min.) S- Poated speed limit (MPH), oron~ ftog and 0 T)pe " light attached and operotlng at 9. Arrow, d<<\ote direction of traffic only and do not reflect 011 tlmea, payement morldnoa. 4. All signs eholl be post maunted If the closure time tKC4l4Ida 10. LonQltudlnal dlm...aIona ore to be ad~ated to fit field CONDITIONS 12 hours. conditions. See Index No, 600. WHERE ANY VEHICLE. EQUIPMENT. 5. On undivided hlghwo)'ll the median sign. oe shown or, to be omltt~. When work ill being performed on a multilane undivided roadlWPRKERS OR THEIR ACTIvtnES the .. normally mounted In the median (01 shown) sholl i>tNCROACH ON THE LANE ADJACENT 6, When work.. perf<lf'rMd In the median lone on divided hlghwa)'ll the omitted. . barT1ccldlng olon Is Inverted and left lone dOlled ond lone redUCtfon TO EITHER SHOULDER AND THE .lQn. lIUbatltuted for the rlQht lane dond and lone reduction allJntt.2. When a aide road Intenl8Cta the highway on which work Is AREA 2' OUTSIDE THE EDGE OF being performed. additional troffle contrOl devices aholl "" earne appllea to undivided hlghwo)'8 with the followinO.1lXC.lont: W .-.cled In accordance with other applicable TCl Indexe.. PAVEMENT (0) Work Llhall be conflJled within one median lone, (b) Additional bai'rtcadea. con... or drum. tholl b. ~ a1~ the c...,....1nt '3, For general Tel requirement. <and oddltlonol information abutting the work area and acron the tnillng end of the work orf(J. refer to Index No. 800. When work on undl\ltdld highways ocan OCfoee the centefllne ao a. to encroach on both median Ian... the Inverted pion I, 'oppfled to the apprOOdl of both roadways, 1. Work operation. thoU be CQl"Iflned to one troffic lone. leo'ltng the adjacent lane open to traffic, :. Pavement Resurfacing Pawment Repolr Utility Work Bridge Repair Guardrail Work '.\ ,', t ' .. .1-' ""' . r "" " '. ':: .;:,.'.::~~':; ;'., ~WeOl~ ," ,tgj., Work. 'Area, :() "~~"",I. ~ " ,,' ~. ;,~ - < ,'~~. ' , , .::" ,:;;. ^"rj Slill With 18- x fa<< (Min.) Orange . Flag~!yp~.B Lfth\ . : ...., ,: 1__. ... 0...1,.,. _N Borrlcode Or VerUcol Ponel Or 0Nm (With Steody Burning U~t At Night onty), Tubu4<< WGrbrs May Be tJaecf.'Ourk'l9 DG)tkp1t Only. oj T)pe ..... T)lP. -- Or Type ,...-,... Barricade Or V~o' Pone! Or Drum (With FlOtIhlng Li9ht) $,.4,_" .: " ~.., . t ~ t: -~" .;" :~ r -. _'" . .^ " " , [) Work Zot1. SIgn , A<Wonce WQrning Arrow Panel .,," , .> 7 SIan. Qftd traffic control devices ore to be mocIIfled In oCCOrdonce with lNltRMlTlENT WORK STOPPAGE detail, (theet 2 of 2) wtI., no work la being performed and the hlghwoy Ie open to trofftc, :rRAFFIC CQtUBOL THJlOUGH WOIJK ZOt,j9 MULltLANE. DIVIDED AND UNDIVlDE!RURAL NIGHT OPERATIONS OR OPERATIONS EXCEEDING ONE DAYLIGHT PERIOD .. , , ;.. I> " 'f: , .~ " to' ","I .:.", .( " .'.: .' . I \.1 ~ . . . . . ~ <):::2 ", ~ <>=> H .~.' f Median ~ II -' ;.. I I. '.., .., [)t I) [)t (II . 't -=> c::::(> ==> .' , - ~~~q.t~ 8 -1.8 8 8 8 g g ~ L .L. 2 ==> I' . " II , () t) -'j,/~~\ 2840' c. ATeo Tempororlv Reooenecl To Trc:ifftc Arrow Pan" Operation Discontinued And Devlcel Ramo* Or Relocated 1140' . 1000' . ,. . , , , '.\ .' I ~ns :-- COvered ~ EN) Wh... Other Con.tructlon Or I CCNS11U:1lOM Maintenance Qperatlon. Occur t'-\Wthln One {1} MDe, Sf9n. , To ,Be Omlded And SIgning To Be Coordinated In Accordance With Index No. 600 "'- T~y ,~t Mal1dngl ~ ThrOUQh Work Areo And De*" Relocoted latll'Olly 2 to 4' OuQlde Edge Of Po....ment '.. -.. i"'?' , " i5" ,~ "Ita!: ' IlCW) 00Nr1IlUC1I0N iMU > . ': .- Hfl'I~ Or ----- <NerIay Shield. . !.~ ,.' '~a_ co.ed , ~.,r;'...: {: I.. E~N PAVEMENT , .' ":" ~,' \ ....~,. ~\ ~, . :.: "/':' . F: ". i ': : ,.\i.:,~~.(~ "'. tl, . ~#'" " I~~'. "/ ---""- ~cI ;{~.'tf ~~<' .t ;/', ., ..' '... .. " "':. ~.. - I.' . .' .; "): .- -. ~,;: ': ';~;,/ "",," ."~<.'.. '., ">. ),:~: .' . rc,' 0 ";'~,"'~'. I::~~~;f{~~'~. !,,,~" L;~, "/, ~_, '::,'.:';.~,:,:,,> ht ' ,~"~::~,,~. --- ,:', :':'''''' , :. . 1~'<f'" ~' ~ \. ,~ , ~ ,,'. ~. i,,'t!..- '..:,'.,... .~. ,~" ',-",~' r . ,:'.~ .-..it: ~~:" ;. . :,t" .'..N;' ...~ ..~...!..."1'~ . ,., .. 'l.... . l,"' , '. , " '~''''."' ~ ~,. I'. ,. 'If' . . ,,,' q~,.. .,' .' (~;':~t~yIi, I':': :>~i'~: 'J~1,~,; . ':' ..~> ,,:;.:>;;:, " , ' ',,;;..':' ."1 'f ..;'f;".<:;"','.' '.~ .:;YJZ.:;:'~.J"'>,i!!..' . :~,:~i~\:,' 'k';~'~;~;~' ;-;:?L- .. , ".~'" 1{'~~~", ..' ; . ., "..~:' J+' ,."( >" ":f'~' ,;~'.. " : :', ~ ~~<, "~;'~>"',,,;,: 'I'~:~~-: ~~~'1": .;" <~: ~(t ~ ',~ , ,; '...., ",) ~ _ ,., . ,."\-,, ',1 ,.,7 ~~2},<';\<.:tT:.;;;'~,:'~?~ ,,\:t. t,~~...:. ',;::r:~r>\ "', ~,,;4.:. ~-"';.J"~~~) f::." , % . ~ ~ l't'~' " '. 4~ \ . }~' :' 'I:~:' . ,j;' I~ ~:, !.?- "1\,,~. ~ " ~.. ~~ .[; '; ':,,:, ,-, :':~ f. 'I ;'.~ .... J-'1 ,>, .' .j'.' *....,iilI:.r.~.. -"",',." ;;:d.~'> '~:':~' " ,~~~>.~"" ....~l:;~~... ',:.~,<;~ ~.I, ~~a:~ I".. f" , ..t" ~..~,.. . ,~ 'i .~~. ~~ " ,':-.a. ,'.. ./:., '. ',', :~b.~"'.""','~:~',"~,,, c', . .~~tr:l:\':'~~, I'~" ?;~t';~} ,>;.. . H' ,. ,."'~ "',' ~; . ~;;. ':i '":' ''.'If;,'~ :~;' . . ,~ ,': ;,' :.. ..<." " , , r"'-; ~". . ," '-"')~~, ..... '~1k. A :.' ~ ') 1" >:'" ,::;'" :f;~' " - ~ i1i: .' 'a I 't ""1't '~:'..,. "- ~4t~- ~~ w,,"~ .., .,l__ ,~' ~J.' ," \. ;.,: .'\ S',- ~!fi <t .}.'{~~,' f,(v- .. ~w.t, >t:'I.'.~ ~ ""': ~~,/ "Y~~.~'. :/.. '." ,ro. .~ ,:." ", ,'"'. .'., .' ':>';:'; ?<' )"i"~ZJ . ~ 'f.c~~1 \~",~~,;~,"~<r /\:.;)::,/1; "'::", "e,~.t;~ ,~; .L':-:",)", ,;;', ':~ ,a\ ,,;<' ,~"'\, ; . ,t' t~", '1f; ;~~:.,~' <;:',~,~)~~..~, ,.' '~i~~,.; /';:i;[~,~:~~}?:"~D~~._.;:~:'~!~~<J ..,' . ! . , "" ,} <)I:ct .' <0= ',' ....::.- ---.- <=D 4==:t '" '. . " r-J II , . " -. ()' {) [Jt .: . ..\.'1 1 -r , J ... -~...........- _. "-!-- '..... . .,' " " ~" . ",.'., . - ,;..t)I ~. "'" I- 2&.0' i" ," . . 1140', ;.1000' :.'5tm: .," , iI'." ( ,.,.. ...~~..~. · '."<11~.' . . ,.' ,,, '".'" ;."'~.' . Or..) '.. ,,,'. ;':~;:.: " .' tfInQlId Or ' '.~ .,.....,., .t'. .,", ,,-- 'OWIrtGy :~IeI.....r .: . . . '. LI '.'... ' . .' 1: ' f -"";:".. , I t 0,\' f ." J,:' "..., ! '\.," . " ..y . ,,: .' , ;:...:, . P1~" to a. ~~ . ~ '.'~" "I; 01'" ~~.~. ! '. ,..- "~.' ~, I"; ~ OpetQtIon,.'~ ',~ .- <, ... ~ .. ' ' .t)NE:VEN PAve:~ENT , '" . ."1 . , \ ' " ~ .,"" ==> '. ,.' . -, - //Z?.I.~", -. "---' CIIIC> - ~'") :I . I)' '. .P.,818 .'l;J~ ," , . ..' R=;~~' t "'~c-..R' =:=~~r - : ~ POI'l. Qperatlon ~tlrtu" . . Wthtl. (SM' (1,r... ~s " ,.Md, 0e\40M R~ Or ~ed " TO Be 0InIttieCf And Sl9n1n9 To ", ,....,.. . '.: '; ,. ~~~e'BoAc:oordoO<:e \...'T~or)' Powment MQI'kIr)QlI ~ ~ Wcwtl N" .' Atld ~ _oooted L~Y''r to 4' outIMde td9' Of P~...t. ., -: , ,if' ~ ., ' ,> : , ,. '." ~ ., ...Ut'RI~~".:"~~URA '\ . '. N~l~AnoNS.OR Ul"UV\llONS I,,' ': : EX~.,ONE' f)A~~ PERtOO ~,:~:.?:",T;! ~j ,-' .. ", .... 't<~" '" ,.," ~ \ : '. . " ", .~~;~;~ , ::: ,> t,~~ ~ ~ . ,;:4t;' ..., ,'. . ' ~ . "~';', , ~ ..~ ; '- ~::,.j< ~ "" ;:. <.~. ". "'.>'10' T , . . .:'::' .) ,I." > ". .: ... ftc,f :': I : :. '. ... ) ~~ " \, , ~ . ....,..... . '. ',<'.''- . ,,;;' . ;.:',' . , '. ~ " , ' ';. ..,., '. , . ,'~\< ,,- " '", " ",7' , ." ';'" '" ,',,":'<: , ~':- <<> ~. .' ,'- ; '>'i~j j~ :::\t,"'''J'?:':'::':::~' '. ~ . \', " "" , " , :....,. , ~ , ~ r~ , I, . ,p >: j'r : u .\ '. F1NfSHEO GRADE P"'IEIl SURFACE ~ CLEAN OUT RING Ie CO\P . /' U.S.F. No. 1I21/RUSSCO C762 /~It/':~~tt 7) ~ 18 2.- ~~,,~'<<.,'(.(," /, /~~ij ~v~~v. ~~~ \.'~~7 ~/~/~ ~~>>J ~~~~~ /7//7// 6- P.V.C. Q.EANOUT 1. 2. 3. 4. 5. 6. ~ CLEANOUTS TO BE LOCATED IN GRASS AREA WHENEVER POSSIBlE. CLEANOUTS SHALl NOT BE INSTALlED IN TRAFFIC LANES OR AREAS UNDER HEAVY TRAFFIC ~,OADS. THE CO'ft:R TO BE MARKED 8S". a.EANOUTS TO BE INSTAUED PRIOR TO WATER, METER RELEASE. NO 90" BENDS SHAlL BE: USED FOR a..EANOUT INSTAU.AllON. 1HE D[\4[LOPER/PROPERTY Ov.m:R OR ASSlGNEt SHALl BE RESPONSI8I..E FOR CEANOUT INSTAlLA noN PRIOR TO WATER METER INSTAlLAlION AS SPEClFlED BY 1HE OEPARlMENT. A CON~lE COLLAR MA,Y BE REQUIRED IF CLEANOUT IS LOCATED BETWEEN omW:WAYS. SPECIAl. COMSTRUCllON DETAIL WILL BE REQUIRED. 7. J..yPICAL C'=E.ANOUT INeT ALLA TIQN SCHEDULE 40 GALVANIZED PIPE AND F'lmNGS, OR lYPE K COPPER PIPE AND FIlliNGS, OR SCHEDULIE 80 PVC PIPE AND FlmNGS, It ~LOW PREVENTER-TYPE AS REOUIRED BY UTILITY r UNION __ 1 CURB 1 METER BO)(( AND LID 1\ UNION 1 SET TO FINlISHED GRADE. 1\ :t' 7' /"\:,1 "'V7 -V I t BALL- / ~O ;30" VAlVES GRADE FINfS;ED7 GRAD/, frilli-, ' ... 4" TO 6" p-:l... ' ':...' .. . . ,: ' , ' . . :--' '.~ ': ... ' . . .'. ... , -I , 1:Ifi~ I 1:T"ji ~TfTJJ' :~'--r' CURB STOP l (lOCKING TYPE) ) . METER 1/ .. DR9 POlY - PE 3408 2" DIAMETER CORP. STOP ~ DOUIEILE STRAP SADDLE -..d (oJ [WATER MAIN f' 3/4-, TEWOIlAIIY JU~' DETAI.L . .. :, ...':';1.."~~"! C. llU~-IN VAlV~ sHAullE LOCKED 'CLOSfJ) IlY TH~ ~ "..., ":L~~:k~ ~'Z~ . COMPANY. UNTIL fLUSHING BEGINS...<< ;< ':, .;. " ',' />'.;.1 D. THE T1E.....1N VIi.VE SHALL BE OPENED oNly FOMUSHING OF THE I > r':' ~~:'.l~,.: ,:;r.J... ,'.: NEW MAIN. THE PROCEDURE SHALL BE DIRE fit., rHE.,.VTIlJlY' I ;r '. , ?ft ,.' ,i. ~.' i~. COMPANY AND OBSERVED BY THE tNGtNEEA. . ",., , .' " . :',:;~;. r <; I~; I,~ ,;~~ E. AFTER FLUSHING, THE TIE-IN VAlVE SHALL BE CLOSED AND I . ~ :':;. Ii: Ft'" LOCKED IN THE CLOSED POSITION BY :rHt lJTItJfY COMPAM'(. . ' 'IL f".~.: "'1;',' . . . . IN -GOOD I '., I c ; :~ .~. ,." 4. THE CONTRACTOR SHALL. PROVIDE DOCUMENTATfQN OE~NSTRATING. .' I. ,.; ;';:.~;; ~~V'I'! .' > THAT THE DOUBLE CHECK SACKFLOW PREVEf'mOR':OEVICE HAS ee:tN,$ '", :.} '{11 \'>: '. . TESTED WITHIN ONE YEAR -AT THE TlME: OF INSTAUA~STIe IS ; ,," <.'; ,", . !, ..' " I: WORKING ORDER AT THE TIME Of INSTALLATION. THE 'SHAlL BE' ." " ~, .' ; ':. 'tl: PREtORMEO"BY A QUAUFlED ~CK FLOW PRE.'VENTION-'tECHNlCJAN /IS. . .P.J " :- ~ . APPROVED 'BY SEMINOLE COUNTY'S CROSS-coNECTIONC~L PROGRAM.' '. <,,;, !"iiC:< ~" l~;,:;i I" 'I 5. EXCEPT AS REQUIRED TO FLUSH lINES OF GREATER THAN 8" IN .." , ;,{J ~ ,.;~; ,~ II DIAMETER, THE TIE-IN VALVE SHAlLREMAfN ClOSEDANO' SHAll St .;, "i,,'\ . ,.,:'~~~: lt~ LOCKED IN THE CLOSED PosmON BV THE vntITY COMPANY. THE TIE-IN ,~, ,;. ;'~i'-; t:.1.:, VIi.VE SHALL REMAIN lOCKED ClOSED UNTIL THE NEW SYSTEM HAS '. .\::. :,,1 ~~., :' BEEN ClEARED FOR USE BY FDEP AND AU. OTHER PEfmNENT AGENCtES. .. :"'f";': /' . . , ~ . ;. ", " " 6. UPON RECEIPT OF CLEARANCE FOR USE FROM FOEP AND ALL OTHER .. . ".l,); ....~. fr~!) ',.s. PERTINENT AGENCIES, 1liE CONTRACTOR SHAlL REMOVE THE .... . " ''''', '~.;. I"!!I TEMPORARY JUMPER CONNECTl~, THE CORPORATION STOPS ARE TO BE .... '." .~' _ .. CLOSED AND PLUGGEO WITH 2 BRASS PLOGS. ., 0>> lID,.,....,q .~ .'P ~ ~11 :. " 7. ALL INSTAlLATION AND MAINTENANCE OF THE TEMPORARY JUMPER .lIJ>'--ru(''''.o~''J;;:' ~, CONNECTION AND ASSOCIATED BACKF'lOW ~EVENTION. OEVICE. ' FITTINGS, VALVE, ETC" SHALL BE THE RESPONSIBIUTY OF l'RE i . iGl",~i;" ..' .1". I' CONTRACTOR., .. ~:..'1'..... 1~{;j ~ g ~.~'I .. ~!:i ,2~':~7ij; w,t ~. 'I ~\ N ~d (. '~ .';( " ~.,;;. t;, '. S ' "I- 5 ~ ~ I I.:~., , ~ ' '. ,'I 4, d' (it 1m ~ ~ I s 11;. >- 'If~' y~. ,j tZl ~B "<:, I ~::~ ; i!:.... ,". t~i '5 ~llE!~ ~I(..j ~j.~1 ~ Ie' ~ i ~ ,~, . ','1 1. A.tSAfDORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS ~ E)05nNG ACTlVE WATER MAINS AND PROPOSED NEW WATER . MAIN IMPROVEMENTS. THE DETAIl. ABOVE ~S TO BE USED FOR FtLUN,G No4Y NEW WATER MAIN Of' Mf SIZE FROM EXtSnNG ACTIVE WATER MAINS AND FOR flUStHNG OF NEW MAINS UP TO 8" OfAMETERl2.S FPS ...IN1MUM V'ELOCtTY) AND FOR PULUNG BACTERIOLOGtCAl SAMPLES, F'ROM AN'( NEW WATER MAIN OF Am SIZE, THE ~ER CONNECTiON SHALL BE MAINTAINED UNTIL AFTER~NG, FlUSHltlPJ, TESTING, ANODlSINFECTION Of' THE NEW MAIN' EN SUCC~FUlL Y COMPt.tTED AND CLEARANCE fOR USE fROM HE ~~RIOA OEPARTMENT OF' ENVIRONMENTAL PROrECllON (Fl)EP} & OTHER PERTINENT AGENCIES HAS BE'EN RECEIVED BY 5E"4. co. 'Unum:S. THIS JUMPER CONNECTION SHALL AlSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI .IN THE NEW MAINS ALl. THE TIME AFTER .' DISINFECTION ANO UNTIL THE F'DEP CLEARANCE l.ETTER IS OBTAINED. ADEQUATE THRUST BLOCKtNG AND/OR RESTRAINTS' SHAU BE PROVIDED TEMPORARILY, AS REQUIRED. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING PIPE SHALL BE DISINFECTED PRIOR TO INSTALlATION IN ACCORDANCE WITH AWNA C651, 1992 EDITION. THIS TAPPING SLEEVE AND THE EXTERIOR Of' THE MAIN TO BE TAPPED SHALL BE DISINFEctED BY SPRAYING OR SWABBING PER SECTION II OF AWWA C651-92. 2. 3. FLUSHING OF 10" DtAMETER AND lARGER WATER MAINS MAY BE DONE . THROUGH THE TtE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDuRES SHAlL BE FOlLOWED: A. THE TIE-IN VALVES SHALL BE OPERAtED AND PR(SSURE TESTED IN THE PRESENCE OF THE UTI LIlY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT WATERTIGHT SHALL BE REPlACED OR. A NEW VALVE INSTIi.LtO IMMEDIATELY ADJACENT TO THE LEAKING VALVE. B, THE TEMPORARY JUMPER CONNECTION SHALL BE CONSTRUCTED AS DETAILED. THE JUMPER CONNECTION SHALL BE USED TO FILL THE NEW WATER MAIN AND FOR PROVIDING WATER FOR BACTERIOLOGICAL SAMPUNG OF THE NEW MAIN AS REQUIRED BY THE FDEP PERMIT. o FLUSHING SHALL NOT BE ATTEMPTED DURING PEAK DEMAND HOURS OF THE EXISTING WATER MAINS. ALL DOWNSTREAM VAlVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POtNT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. TIE-IN VALVE SHAlL BE OPENED A FEW TURNS ONLY, ENSURING A PRESSURE DROP ACROSS THE VALVE IS AlWAYS GREATER THAN 10 PSI. o o o NOTES: " A. POSITIVE DIELECTRIC CONNECTION SHA.ll BE MADE BETWEEN AU. GALVANIZED AND BRASS COMPONENTS, 2, MEn:R SHAlL IE INSTAU...EO BETWEEN SIOEWAU< AND CURS WHERE APPlICABlE, OR AT PROPERTY UN[ AND IN NO CASE SHAll. IT BE INSTALlED IN SlOEWAU< OR OTHER PAVED AREAS. 3. PAINT BFP ~D PlPtNG WITH A PRIMER SUITED TO BASE MATERIAl.S, FlNISH WIlli lWO COATS FORREST GREEN EXTERIOR ENAMEL 4. ON Ntw IHSTAl.J:ATlONS, THE MCKF'lOW PREVENTION DEVICE SHAU. BE TESTED ACCORDING TO THE COY Of WItflER SPRINGS REOUREMENTS BEFORE THE METER INSTAUAl'lON CAN BE APPROVED FOR USE. 5, FOR RO/tDWAY CROSSINGS, A.U. POLYETHYlENE SElMCE UNES stWJ.. BE INSTAU.ED IN A. SCHEDULE 40 PVC Sl.EE.'IE. tHE SLEEVE SHAll HAVE A. NOMINAL DIAMETER OF' A MINIMUM OF' 1 INCH lARGER THAN THE SERVICE UHE DIAMETER. BUT NOT EXCEEDING 4 INCH NOttIHAl. DWAETER, THE SlEEVE SHAll EXTEND A MINIMUM OF 12 INCHES, BEYOND THE 0UlS1Of: EDGE OF THE ROADWAY PAVEMENT AND/OR CUR8INO. SEAL. THE ANNUlAR SPACE AT THE ENOS OF' THE CASING USING AN APPROVED. NON-SHRINKING. M1N, 25 YFAA. S1UCONE CAULK. 6, POLY SERVICE LINE SIZE SHALL BE 2 INCH, 1-, 1 1/2- 8r 2- WATER METER 8t BACKFLOW PREVENTER COMMERCIAL, INDUSTRIAL. AND MULTI-FAMILY SERVICES D ~ EV Y EV y Toe 01 -. ISOMETRIC ISOMETRIC '>. . . tr;".'7J !Ia. SEC110N M .tJA1. . ~ ~~.~ ,d3 ... Arch - + ~lJ% l~tL-V ~ ~~ In , SECllON BB .....;..,.... SECllON AA ~ ~E} pJ.j I i I {3 ~I9: J8 I + I SECl10N cc SECllON DO Toe Of SGpe (FIlSIGp, ~t. ~ ... t~ ~IlJa:I j/ "'- ~ fI"~ T... D-4 ........ ,,,~l1ON EE ""*'" ... Sand .... CMt 01 Fabrlc ,. 1ttlnc:tulMd1nc..t0l Sand CIrrMnt ~ U-TYPE SAfI).CEJBT _WALLS ' ~ "." ~ \"1',;:. ", . ,.. . . . . .,..;,.e,. ,0', .';., , .." " - ,""!';';.S'l: .,.", ,,~ "',~ ". ,,'.i. S AND QUANll~ FOR ROUND Pl~CUl..YERlS " . .' . . ..', .' ""1 '.' "CWMtltv ef 1Uar In CU. VdL for. onea ~ 'V'^, I F"'2~ :1 Wi! . ~fti'j1h'l . 1 , "111.&'- ; 'I. :' _ ""' p: - - ~ ~: '"" "S!"o- ~ ; ,.. ::Kt' v , DIMENSIONS '. .', . 'D\men..,. stC1lON B8 h:t~ .... ' ,I x ~' 1 I ~ .; SEC110N Cc , .' stC'QON 00 . FII ...~ ;1 .. Gnut FW 1ha Lowr ,.... ~~Ot tndOf --".-..,.,. I," " . ..~~ ~ ;:"'11f~ .~,. i-.;.o.,,;.;....:~ :..,...1!!--! ~~ 7' . t-T-1)>C '. . , lJcf; , . . r;:J"=r.. ~t:~~",- ' ' . .' ~ ' ' \= ~f,~'" .$E~E[. , .d..... lit C4IiIt 01_ . s.illt '*-t..... " . ",: ' : . , . <:, -: ~'J'; , DETAIL FOR siNGU;. m CUt. \aT . " ~ ' Not.. , ,........... plpt ~ ..~ ~ ~. ........ . :~... , .' '.,' . ~ c. '. !:J"'I" iJ" . IUlQ,X . . .. II j .~). """";' ~ ;'.. . .. i ',:. " , ? >,' " >. ' l~' ': , . . "" :,.t, " ','t ". DETAILS FOFfSfNGlE METAL PIPE ARCH CULVERTS HOlE: 'or ~ JJlftlll pipe cntl cui",," IpOdnf '*"-, <<d\ ____x ". IUANl11lES FOR ltiETAL9lPE ARCHJ"iif\&'oTs Quontlty ()f Send-Cwftent R\prop In Cu. Yda. for On~ z. _~... 2I1" "Far 4:1 _ f' '1:1 ~ ~ m# ~ ~- ~ f-o '-II ~ i:.......... L'" i'!- t:m: -,It'J- . l.oo~ . .'.~ 'I1lJl . '. . '" ;;.. wi ~. ,': J :. '.' , '., . " . ,. c:c ~ t'. ... 'll,. '?,' , . '.' ' ~ '",~ - ,ri~ ,~;~ '~4o.... R ,.,t,~,~ 4 .~: '}" .,~. !.". W fLU _ ~ ,~ af.... ...J....... ;I ffi tiu. 59'0 ~ In': :z:' . . L. t. ....... Nt' . t -1'\........, ." .."~' . Ii ,~'~ . ' ~ . . , '~"~"l'",: " -~ s~ '~ " .i~~'E:'" ~ ,~il-8,. ',. .~I,lKt?' i ,;.' l.i '1'~.~:: " ' J!- t!, f ,:,~ . ....... ='.. JI':~' .... ! .... '.0 ."N .'~~ i": 'I.~...'!i;' .... 3'... ,1, '7. , ',,:: C ' ......::,1'<; (.) . . i ''''', C"';..' : :L' .~~ ' (.)' Q .., .'. r ~ teCtt VAl.Vl __"'V v. '." . : , ~ ~ . 'i"~ ~~~ :-: ~.: :~:';:'~':~.t t : : : :....~,.":.-:,:.,...,ff9,....,,,.-...,;...:......:.~.; : :.;~J..:;:.::>:::::.-: I -r. ., " ,'" . ........ ,'."'. "1 (',.<(... H.'.'.. ," .'.... .Z ..... :,,;,-: :-:: '.~~.~ ! f l~ 100'l~tO_ t ... .... .., )::.....--=-- ! _f." ~ ----.----.-- I I ... · ", '\.l U-l. __._ ,.~. r. I. .''':It'''' '.: .:1 >" . , . , ~S:;~ ,.:.; .. . . .'it' . _"'~:;"'il; /' ..:' ""'0;1 : .' "/1 ".~" ....,; , ' , " 'p .. ",.t. . I',,?" .,. ," ...~,;.~ , <4_ ~,~. : . ..:" ,,,*,'<, . ". ~~,' ,', t.. '.'" lXI'" '11'[ .\ \ ( Q~.. I I , I t ~ ~-- Ii CITY OF WINTER SPRINGS TEMPORARY JU.ER COtitfECllQN ,I " .' '- ....... ,g: . .'.. . ~<' ... " t- . ", y . . j - ~'", '. Z . . " W . . IlL, '..., , .. '. w " ,'...;,,~\; I,." {, ',:, .. I'" u.', ,:~ \."'~~ ,,~, . <~'~;t ;ii~ ~ , f:':.:*'~ '.. QI:'>ill~'-M; )~ .'~; iri~j _l~ ,.";>'~ , , [,'w>:' ;.~ .~ ;."~ , . ~ ~ ~':" ';~, ~ '?~...:::-:- ,", ,. L",.. l' .~ .it,..... .. : t 1.-. It ~ ",,4 ~~. ~ f 'l~~ ,,' " :. . ~ I,.. ~... 1. INSTAU. FUU. LENGTH JOINTS WItH TOTH.. NUMBER OF' JOINlS EQ(W. TO OR CRtAQ ~ 'j,.i .:.,.!' '1'''''~l' ~ ' .. " SHOWN IN THE TABlE AND f'~, THE TOTAL EQUIVALENT lENGJH ~D.', : ,'f';.:. '. ,: '. ,,~:. '.i-<l\!; ,'. ,,:;," 2. ~ :~RE FTmNOs. ~ T~ USEmtMS.~ ~ ~ .~:~, ~> _.~.:.:'~~:~~t:, ::}, 3. COIfI'R,t,CTOR StW.l. SU8tMT"~ AMW'rO' AND, OOMwENT, DRAWINGS~~8JR. ~ JOINt~.. ,,~'.:'. .~~. ..t~:.. . ~~~,-r~!;;r " rro na..._ 8E ......l'I"I'tr\o'" _ ~'" "., "l"~!~ . '.' HI' ~. '"' ENGIN-.n.APPRO\IED SHOP ~ . '.S.Ul;ltOIll'...... IOl"I"'~.,...{'. . .;' .::; " ,_'. . ~.. '. .,~ ,1>,.'. .~'.;>{"" _ ", 4, THRUST SLOCt( AND M:STRA\NING, SEWS(,:AN) W~lM t.WN. ~.~.Bt _L,~;;IV~ ' ',j~~; ,-:S';f't.::~:~ :![~~. ~, ~ED ~ AlL 0iESlGM CONSI)fRATIOH$ INClUDING 8Uj iiOT ~ ,:m.~~_" .,.. ( . .'. ;", " PlPE'tVPE, SOIL BEARINC C;NtK:flY., 9OIl.1'VPE. DEPTH OF' ~,.tI$T ~.lJMNC ~I~'" ..'.~ 1(.t .<c~.t< '~:i ' WETY FACTOR ' .,. . ., ".; " ...' , - '. ! " ,<, ,. " ' s> . ,'. ,';: ~ 5. THIS CHAM wAS PR[p,(_)' "~':uPoN,AWWA 'C9C)O f~'THRI.$ft)' ~'r~~'.:,V', '" ", ,;';, , 1J ~ ';,'. , '~'y;"~':1(~f9~'~': ~ .. ~,;~~ ~~' P'lIC PIPE. AS$UMtNG: 1. 150'PSl WORI<ING PAll$$;URE, (2. 3. ' .' ~. ". ' .. ..~. :<.. .' . ': ,.,~ ;\' .' ')"'r'~:~ (3.) LA'nNC CONOITION fIO..4,rof(,$ANO/S4I-T (~'BACKFlu.. ,"'..i,'" " r~', :,'. " .!!i.,. , "', . \, '.';>t~,' ~'"^" (4.) US1NC A WUY FACTriROV a.o..... " ", ';:~~,~i~:: ': ~,;.)~~ ,:'~ ~'.'.. ";"}.:f-:~:'~ f;':;:~C'(;j2;./~:':\:.I:'<~ '.; ~'1,:::. 0..' q , . y ~l ~ ,'d'".. ' ",.." ,.;~ f;n'~i.:c,;:;i,.;. ,y.c ~ ';.~" - ",:, ..:t.-:'" .'5 ~,"{ '.~ .' ,',:J.,. 'i1 ,~\""::' ~.:" ;::""'" _ ~,,:)'.~' ~ c~ ./ ~ --:'~" ~ · '" :,) :"Iri~.':\'.'- ,..~'. ' .~ ,,;/;~:;. ~, . " e 11~. ,~. fj": .""~'- ~'r'!1':.- " ,;.~~..:,';.."~.'~..;~' ~.... .....~ ....,':~. I)" '~":~f~~~~:~~}~~; ,~1, ~: ..\1 . '..., ~,I,":"""","'r"1" ".. ,." ".' ",,; :;,'},~<;~:';7(;~:" '. ~.> N ",,' J '" ~{".> " o.~:(~.~ ' '>: " ;,,' ,,;~t-" '- t ~r:-", f: Fm1NGS MINIMUM LENGTH OF RESTRAINED PIPE TO BE INSTAlLED ON EACH SIDE QF FmlN<' PI"[ SIZE (INCHES) " a 10 12 24 .. . ,. -- 45'- 22 1fT IIDlD 11 11~ IIIND -...01 OR TEE DfAO DMl!l M . 22 . 30 .114 ,~- HI :sa ..., 13 1~ . us . 11 . It 14 ;11 II 7t . 'M ", t44l 4 " 1I4 2 3 .. , u. 31 48 :M II .. IUI 73 ,. 174 NOTES: ..'t' , ! > .' \..f to" ~ .,. 'f '...; '. " ,. ", .' . .:'. '.' ~ ~- ~ 'Of. .',"'>< "",."ty" :.,.r.... .. "- ~." ~" ~.; .:' ~ "." "j~,... }' ~ "';:.~;- ~',:, ,{.." I"';:; \, ;~',' ,,$I'" . '~. .:. ;'~..l:d . l"i;bl ~ . . .~ ~.; ~~~::~~lr;~' :,. ~ ~. - ( /:,~~~;:~:~ ,~t~~:.'\ .!t~~, .:: t~ ,. . su OF CMEDO-SNFORO BRICK" ROll) OF' O.R. 1'0 1HE PlAT ntEREOF' AS, RICOROEO IN OOUNTY. FLORUM; lESS BEGIN ATlHE RCW) N<<) 1liE NORniE:N.v UN[ OF' THE ONG 1HE EASTERl.Y R/W Of' <MEOO-~ NOR1'M UN[ Of' THE UNPtAnED PART OF SAID 818.88 FEET TO 1Hf: POINT OF' BEGfNNING. · ":'~1 . " ,tl., . .j, , ,'I ~ : ' ",', ~<' ...~. . < . 't '..... '. ,; ,: . <.~, ;. 'r.,: . .;... -: . .~; , . . ;;':~ ~ >" . ,~ ~~~ ':. '.,..' ~~. - ~. :;,::.~ ,'. > ~ ' · '''.\ t .~.:.t'tf~;~t Notes: . , 1. 'tfU' wIth&rt ''''ep.obn ~., ~ orfOlnat , ",. ~ ..",... and mapper. .. ~'. ,,'" . ~ 1'he f,,~, hereon ... notGbWocted for rIgh ~_ ~rp. MOth.. frietrum.,ta of . ,,J. The- ~ Ihown hereon are baMd on the North " hcNn9 .''*'''1 of It 72'40'15-" Per JeOoI ~ by~l '~). ','" 8ecntglaClMt 0I8tdncea thown h.-.on ore p.- . ?' . '''~red ......oth...... noted. . ? '- :. ~ .~~~,.......ouncl...~ thown hove .... toCCJted ..... " ~.tft"'atIOft and...uno draw,"- The .tiw)Q" m , ,,_. the.. ~~ ~ thown comprlee atI IU utlttlee In .; ., '... .~,.1ft ..... M obondoned. The Su furth.. doeII . !~t;,;. not : . . thOt the uncfergrourid utlm. tho.. are In the exact "Y"" ~ ,~:...thoqQlt. he doee,e<<tIfy that the are locoted o. . .." '~.. :~e fromlnfoMlatl6n 0'Cl1oble. 1h Surw)1OI" hae . :': . ' "": ~'",)titoaIIy ~. ttM ~ utlltlea. , .' , . ~.~ r', y.' ~ . :,. . : < .....~ .~ ~.~~ en __'on Seminole ~'f'~1:r'''''''-&1.443; ""'O:~ _,'~.K. ;"":.' .. Irr topt1Pf~. .,., at $E e<<ner of Tu , . ':~..l.. . " ~'.+l- t,.of:Q)l.: of Tulkowllo . ,~,:'Mf~'8iWL. ' ..; ;;.1,\. ,'<...:~.,.';;""." . ~ ' :", '1;~ . , . ~ ~ -).;.;....=1 ~ h.... appecn-~ .. tn z.n. :"" ,',~.. ..' JItO. t21ti'C0tJ5 E. ... ..... 17. 1MS. ", :,:~ ';'~i~~.."''' nota '1uniey.1IoOcf Zoh.:'" "" .~." I ;_.; :- .::., ',,: ' >:,. 1 _' . :":i ,',S: ,....,..,. Pf'IP4I'wd wI1hout the tMInetIt Of 0 -:';.:~ ~ ~ "',' .. . '. :"~~i:" ;...~~~ ~ ~( ., ; :;i>,' ~ <. y e..ch "en . QII . Sern. Co.. Rood and and 25' +/- s. e Commitment. " ': .' '1\ . . . , :~ . .. '. ,'; , '. '\;'. .:S, , : ." ~ , ."~ " r ' ., "1" . ,,; ,. .~ .'" .' ,J'., '.." -.' " '.' " , ~..f. \'..: t.' ~ :;.-.. , -, ... '. .. '\. . .. >i.~ (l, .~ ....-\;>(- ~,,~ " " . ,'~ .... J ,:roil' f. t' ','I . e "J. ~8 O.R. Al/~. 'S SUR 1- . "c YOF" PLA r Fiol:r Lr\ly '. PAGf:GRANr 5 ON L.Akf Jessup i. ~ - - - 29 - 30 /./M TOP-47.70 HE INv..... N 1NV.-JIs.G. S INV.-J8.IO . T..... 2 .~~~ \; "'~ ~~ ~ ' ~~Q! VV; ~~ i' b# ..;~".l# S" , ~'V 01i.rj..., .A.~ ~ ~1.1 I J; ~ '::i .A. it ~/':llt' ~~ l" Y~7~ ~,(~ =: 35.00' == 63.98' INLET TOP-C.'3 INV.-3tt.32 W INV,-39.JIS WWRC SIGNM. 1lOlr' TOP-43.32 . SE ""'.-31.. SW 1NV,-37.26 ~ NW INV.-J6,68 lE .. ..,.14 T-40.57 -41.10 T 41.88 , INV...J8.33 1NV:..;se.35 , "'" ! .' , , ~ " . ."< ./" - ,~ .' A.L.,T .A. . ., ., " Z~f -..;' ',:' ~,),.- > . . .~-: ;~, " " 9=' VICINITY MAP NOT TO SCALE 0 )c. e ... (J) C t_ ~.,. <a " C"'. .- (J) c W ...... U .- > ~ <( ~ ~ ~ / . f g W',tN i . ~,OJ'- !J >11 ~ JAj f o~o.: r:r GRAPHIC SCALE o I so 100 laD I I I ( Df rD'l' ) 1 IDch - 100 It. (J) c .- ~ OJ ... > .R ~ g IJ (f)-I o,c -g c I.....' -3 .~ _,HI ~~~ ~~ti .0 I 0, m (f) <{ '>~ " . , ;, '-' ;. , , .-4 S , > ' --~ , h'/ , :.;4 '., :'10 ...~ ~ I; - f ~. .' .:j.. ;. i ,">." Nll'~ ,Ji'i il l ::!J. ' !0'1f . T~Oa. i~~.~ I~" -cct;:l: . l::'i if c... g n >- .... :z: o i .. z n . .il~ ii : ~Ii I I. .,," {~.. . .:, .)\. .'.,f""'~~"'O 0 '. ' \ " ~ '~'. ~- -- ---...----- . ~ . ',. ":,-::"'-l...~ --...----------------------- t" ':..~--- r-'---------------------- ',' ,.;. ---=~e==~;r=:t.,,=s:t..,I!!===lE"'==:t'!!!!!:!e=e= ..1 '. t.. . "\' .' -.....- ~. ~ ~ { \. ~ ~ ~.- -~ ~ -- . ...:....;.,-. ------' .. . ,., \ _ _ ...>...:-- __ _ _ _ F;:::--=O-......;;:&..~ u:==-) - - ...".-- - - '.. ~) , . ". .," I 'I fT r' -- _-....--,..,......----...,-------~----.---. '*"f:'______.___________..s.;;;e:. -.&_ . . A.3Ila.:;:~:\ ,; ,:' 'W 4" ~_$~.-----------------------------------------------------.---. . I # i!." - - - .- -,- - - -~-:-. - . .,,' . -~~ I.q. '" .. rh (~~"'~-- ' ,_ .. -----------------, L" 1'.. ~~~~~a----------------__-------------------------------------- .." -- ..,.., j' ..p .;~..~......-~--- . """ ,- . r. /.,-..-. ...-' . , ..~ . .-.. ,.? - . ,..,. ..' "I. ,. .' . """"", . .. ....... ;.... 'J'.' i ; >. "-'-'" I ',' ~"""~l!tl!t l--------------iii~..--.u.s--------~-----------------------------'<~_:.. '<:'1''' f . .. . (---------------.lU.-._,.,~,-~-----------~----~---~------~--~-----~--"!l"':' ;..wW';' ;....... ~_.. ~e.."~---------"_ _ ,_ _ ~~~ ~ __ _ _ _ _ ~ .".# 'f-~~----"..~---------------~---------.----------.-J ieJ!' ~ .. ,. .. ""!. ..u:,.,,/J i~";'.=----- . . ... - ----- - - - - - - - - - - --- - -.; - ... ", . 7 -- ---:> ... ., - - - - -.- - - - - - - - - - - - -- - "->- -.-.:-- -'- -." '~"::r..E-;r;=..FoIl: '" ,. '~. __-- n ~_. _~~------.--.-=-.u..f'Y"--.=-.---$-..--.-- !'II- c._...._.._.-______L-A_______~._.= =_=-..-.-.u..u"...-=..=~...==......=...=....==.u.=..- :=:-,y_?:==C\~;~~~~,~ ~\ I l~#\y:::::====~;~~=~-:: :- - : :: :::-= r==- :---:-- - -: =-, :::-:-'----:==-irl:pr=:i:N- -:=r-Ori:-: _=:::::=====:::::::=::==:===:::=~c==:=:=:=====:==:=:- ~. ",II " " \\\\ . \ \~ 1,1 : 1m! \ \ ~~ \ 'I' , I~\ ; I , \ \\\ ,'\,. Vi: '.' \\1:'\ ,/ . L \ ~~\ . ,'. ~~, \\\ I .(> " I '\~'\~..~' ~\ 1\\ \ "" :1 i \ ~...'\' >il\.\\1 I 4 t<>>': -\ ~\ ,\ >i)l",~~~ \., ,i{ \ \\ \ ' \. \\1 ,) '. ) \~\ ., \\"\ "' \II \9.. ~ '~': . it \ ~ \' . \1 \4 ~ r.... .' I I \\\ ' ~\\ \\ 1 '. ;f \\.\\ ,\ \ \ \ t ,,;to\~: \\\\ '. \ '.\:, I \ . ~r' \ \\\\ I \ '. . '~I \. '\;, ~ \ " '.., \\ \.~ \ ' . :,' . ~ ~ I ',. :1 .~. ,\,\ \~' \ " 1/ ''l!'\' ", \\ ~ ' ! II '~\ \,,\ It\ \. ,I ~ \, '\\' .1 I \ ~\ \' ~" " 'j '\ ~\~\'f .. .;:~~~~' '\~~~~~t. ~. ,; ~~\\ .. "( '. '. '\.~.\\ '~~\. \\~ I .~. l~\\ 1\' \. \ . \ ' \\ \ VI V, . '\ ~'. ~:\ \~>\ \ '. " \\~' \\'\ \\ \ \\ \ '. \\'. \\ I \ '.\ ". \1. ., \\ I \ .\ \1 \ \\ \ \\ \ '\ '., \\ \, \' ~ \.\ \. \\ \ '\\' \ \ \\ \\ I \ 1\" ,'A, \1 " \ \\' \ \ \', '1\ I \ \ .'{; \\ \~\\.\ , .f... ,,", \ ' \ . \1 '\ \\. \ \ \'\ ' .. ,,\:J \\ \" , I \\ I .. \\ V\.. \' \\' I } 't;." \ \\ \ I \ \ " ' \\ \ \ "; \1 '\\ \ \" \\ I I. ':'. \\ I '~.j, \\\, ~\\ \\ \~\ \ ~ \,\~ \'\~\\ \, ~ ." \~\\\\ ' \\ \'. \ 1\ \ ,."\, \' \\\ \ \' I, \I I \ . \, \' \ \\ ,. "'. \I \...... \\\' '. , ... f \' ,\,.\ \, '. \ .... \\ \,' '~\ '" \:~\ '\\ \ \\ ~ , ' -: ,,' \' \\\<<. .\ . \\ \ ,\ \ I. ". \. " \\' \ 'to \:, \1 '1\ \ ~ \1 ~I . \ \ \~\\ \ \, '. \\ , \\' \ ." \;\ \~\ \' \ \\\ \ ,\1 1\ ,\ \ I' \\ \ '\ 1\ \ '. ~ .., \' 1\ , \ ' I' \\ \ \\ \ I. \ \. \\ \- '\ 1\ \. \ \' \1 \\ I \ " , . \1 1\ \ I \ \. \1' \'\\\ 1\ .\ . \' \\ \ '. I 'c. \\ \\\\ '\\ '\ ,\ \ \ . '... \' 1\ \ I \\ \, \\ \ \ . \1 \ 1\ \ \ \' \\ ,\\" . \' \ . \\, \ \ \\ \ '\1\ \ '\ ' .. \1 ' \\ , \ .." ,\\\-\ \ \1 \ \'\ \ \ \. \\ . ,\ \ \ . \1 , \\, '. , . \\ .. .. \\ . \ \ ,\ \ ,,\~ '. \1 ' \ ,\\ \ ,\\ \ I' " \, \'\ \ ~ \ \\ \ 1\ \' \, . \\ \ ,. \\ '\\ I \\ \ ,\ \( .\" ,,\\ \ \\ \\ \ \\\ \ . \1 1\ \ '~ \1' ,1\ , \, \' \\\ . / '.\ \' \ \\ I'. t.-,' ,'\X "~\\ V' '.\ \1' \\\'l, ~ \\ \\ \ .' IX" \1. " 1\ \ '. \1 \ \',\ ~. \' ~... " \1 \' 1\\' '\1 \ 1\\' \1 \" \1 .., 1\ \\ " \\ \ \\ \' \ '" It' \ ,\\~'~\ \ '.,.It- ' \, , ")r , \'. . \' \ \ \~ ~ 1\ \,\,\ \\ \' . \~J\\ \ ' -\ A~\, \,\1......:~~' ~,/~, \. -.....~..:::' " f ~~\\ , ," f \' '. , ./ \1 '\ \\ ~, \1 '''''' \\ \\ \1 ,i.,f. ,,," o (") -4 ..... ,CD roo,) <<::::) = - '\. .,,~ ." """~ ., " 'tr , " , . " . ."! ~, I S;; m I " \\ \~, \ \ \ l- " '\ " '-" ., \ " ,09 - :31VOS ~ ,0 ,I fOZL .~ II ,09 " '. , , i' .--,P' .,:{ I ' 'f, '. ~,~: . "l.f.... -,'.I' " .'., ... -~---~--------- .... ------ --, ~ ' .~.= 'lI_t ~. i , l . ~~-f~~~~===~=~=~: . .~--:-.-.::=:.::.:::..-:,:-.._... ,-_. .:, ;~:I.' i I j . 1\' , ., 't 11 :1 -' ~ " "'t ~ y ~ ~ .. .~~ 'I' ..... , ..... '11*'" AIIClII I ~mt .. .. . .. ,{Hll , . ~, ~I@ , . eM.. /) /" . ~:~. :J: ,,"" i "'- >1 /' "" "" / /" \ \\.., '\, " \\~ ~ . \ \ \ , \ ,/:\ /' ,./' ,/ ../ ../ ,/ ,/ ,./ ,./ ,./ ,./ ../ ,/ ,./ ...J"~'" ,./ ..;4. //// ./// ;! ,;:,:\ /' ~ /','~ /' '~''r /,' _64-1) /" . " /'-'~ "~"')'t; 4' ..6" ~ .4;</ ,./o~ .' > ~ /',~ ...~~~' 4~ ,,' . L"", ".4 ".~ ' " ~~' ~~~:-:~./ ./.~V .' . ,~ .{f~.,' <:~, ..4} ,.. F ",;:",/ ..~}'7'.. ~ ./ )" ,./' ,/ ,/ ,./ ,./ ,/ ../ .../ ,./ ,./ ,./ ,/ ,./ ,./ ,/ .../ ,./ ,/ ,......... ,/ ......... '\' \ '., ,/' . V '\ v'\ . \. \ """'~'m ,<" \", ~\~ ../ .; \', ~-/;;r' . I J i II , j I ,I ',/ I .~." " f 't~' " .~ /,.~~..,;. - ,.,. .' J/: ./" .... +~*.... :,/ /" ,,'/' .,:~'" >' GIQII 101I .LON '. ....-;,. '...:'''' "y' / .,/ :.;..:,;..''' " ", \ .~ '\ .,,; ~ \ ;/ 'C/' .-.;;;" .. '-, " '; / ./ ~:,.#' " t 18 'z 'l e Z 11 i H38wnN iSVHd ~" / <" y' .... / ../' .-- saOVd8 eOL saOVdS 89- S!OYd8 I.I/..+ ONI)lUVd 1VJ.Oi (:IS) vallv 0018 \. '. \\, OOZ'ttZ OS9 9Z OS9'9lZ \ \. \. \-. '.\, '~ \. \ '\. . \ " \ (i"/~ >\ .~I "........_~~ r ~. ,/ " \ \ " ~r . " .,......' ..:;_ ,,.r' . . ,,;v:';/ ~~<- .>c:'"" '" . .... " ..' ..... \ \ ....". ...... /' >' /,/ ... ,..:/ ~~/~ ~..-' \ ."V 'y \. ",$''- ,,;.~.'" y / \ ~../" \1 \\ \1 lN~'O~dI'! a'Ok ..., ",,;~ \1 w.= ':o1'::::::'.ln \ ,.;.-;,," " ,'. ',' \ " , \, \ \ \ \ . "- \" '\,.. \. JO.-..... . - ....;,. ..,r :/ \" " \, '\ "\ ~ ~ \. \ \\ \'\, .\ , .. '\ \, \ \, ..\ ";. \ \,,, ' '\', \.,: ,/ \ ... '. ,; " ,. ;. ..< ~ - <~:, ... . ..'J.;~*{.,c... "". ;lI..~, " . 1; ,-if \ . .~"'; ~,. ',' , /' "" "" / / .' " ,,' ~.- ~~ J". .1", :.'.! "..< . ..,~~:i .,' ". . ' <i , . . i ,r I .~ "._1 $',.. , . '- ,,' ',>'" ~, ", \.;; , }' r~~ '<-y.-"."