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Home My WebLink About2001 05 14 Consent A Final Engineering Plan for First Baptist Church of Winter Springs COMMISSION AGENDA ITEM A Consent xx Information Public Hearing Regular May 14,2001 Meeting MGR. ~~ /Dep~ ~ REQUEST: Community Development Department presents to the City Commission the recommendation of the Planning & Zoning Board and the Development Review Committee as it relates to final engineering and site plan approval for the First Baptist Church of Winter Springs. PURPOSE: The purpose of this agenda item is to present to the Commission the Recommendation of the Planning & Zoning Board and the Development Review Committee as it relates to the site plan and final engineering for the First Baptist Church of Winter Springs. APPLICABLE LAW: Section 9-26. Maps, engineering plans and plats to be submitted in preliminary and final form. Nine (9) copies of all maps, engineering plans or plats of subdivisions of any land within the city or other projects ( condominiums, mobile home parks, etc.) subject to the provisions of this chapter, shall be submitted originally in preliminary form for preliminary approval. Subsequently plans shall be submitted to the city commission in final form for final review and approval prior to the approval to record such plat, or prosecute such plan, Final submittal to the city council shall be preceded by the approval of the appropriate city agencies, as indicated in this chapter, who shall determine whether all applicable requirements have been complied with by the applicant. (Code 1974, 14-23) S.R. 434 Corridor Vision Plan, New Development Area Consent Agenda Item A May 14,2001 Page 2 CHRONOLOGY: Pre-application meeting October 5, 1999, 2nd pre-application meeting May 16,2000, Planning & Zoning Board Review June 7,2000 Preliminary engineering submitted October 10, 2000 DRC meeting on preliminary engineering October 22,2000. lFinal DRC review April 17, 2001. DRC approval pending correction of engineering calculations. FINDINGS: o The Staff has determined that the final engineering plans meet code requirements, with the exception of engineering calculations dealing with stormwater issues. o The Planning & Zoning Board on June 7,2000 reviewed the preliminary plans for the church and discussed traffic and pre-school concerns, No decision was made at that time. o The Planning and Zoning Board met and approved the final engineering plans on May 2, 2001, RECOMMENDATION: Although at the time of preparation there were some outstanding engineering concerns, Staff recommends approval of the First Baptist Church site plan and final Engineering if these concerns are addressed to the satisfaction of engineering Staff ATTACHMENTS: A DRC minutes of April 17, 2001 B Letters of approval from Engineering and Utility Services C Minutes of Planning & Zoning meeting of June 7, 2000. COMMISSION ACT][ON: ATTACHMENT A DRC MEETING ApriI1?, 200 I The Development Review Committee met on April}?, 2001 to consider the site plan and final engineering for the First Baptist Church. With tlle exception of minor changes in the areas of stonnwater, utility services, and engineering, the DRC found the drawings to be in compliance with code, The engineer for tlle applicant was asked to meet witIl representatives of the three areas and to make the required changes, ATTACHMENT B CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 3270~2799 Telephone (407) 327-1800 May 7. 2001 INTER OFFICE MEMORANDUM Reference: First Baptist Church Final Engineering To: Jimette Cook ~h From: Gregory A. BiShop, Meter SeMces Manager r The plans for the construction of the First Baptist Church are acceptable to the Meter Services Division. ATTACHMENTC ~ . CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETING JUNE 7, 2000 I. CALL TO ORDER The Planning And Zoning Board/Local Planning Agency Regular Meeting was called to order Wednesday, June 7, 2000, at 7:02 p.m. by Chairman Carl Stephens, Jr., in the Commission Chambers of the Municipal Building (City Hall, 1126 East State Road 434, Winter Springs, Florida 32708). The Pledge of Allegiance followed. Roll Call Chairman Carl Stephens, Jr., present Vice Chairman Marc Clinch, absent Board Member Tom Brown, present Board Member Bill Fernandez, absent Board Member Rosanne Karr, present Also Present Mr. Anthony A. Garganese, City Attorney arrived at 7:07 p.m. Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator Mr. Don LeBlanc, Land Development Coordinator Approval or The May 3, Planning And Zoning BoardlLocal Planning Agency Meeting Minutes MOTION BY BOARD MEMBER BROWN. "I MOVE THAT THE MINUTES OF MA Y 3, 2000 BE ADOPTED AS CIRCULATED BY MAIL" BOARD MEMBER KARR SECONDED WITH AN AMENDMENT. "ON PAGE TWO THE MINUTES SHOULD REFLECT THAT WE APPROVED THE APRIL 11, 2000 SPECIAL MEETING :MINUTES BY MAIL." DISCUSSION. VOTE: BOARDMEMBERKARR: AYE CHAIRMAN STEPHENS, JR.: AYE BOARDMEMBERBROWN: AYE MOTION CARRIED. , ~ CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETING - JUNE 7, 2000 PAGE20F6 n. REGULAR AGENDA { A. First Baptist Church orWinteJ'-8prings ~ Proposed Site p~ (Informational). Mr. Don LeBlanc, Land Development Coordinator explained that the Agenda Item is being presented to this Board for informational purposes only; that First Baptist Church is planning to build in five (5) phases; and that no action is needed from the Board at this time. Mr. Anthony A. Garganese. City Attorney arrived at 7:07p.m. Mr. Thomas Grimms, AICP, Comprehensive Planning/Zoning Coordinator departed at 7:07 p.m. The Board discussed that since the plans are only conceptual they do not meet Code requirements at this time; the location of the property and the entrances of the church; the concern for traffic being able to "cut through" the parking lot; and if the church is currently in existence. Mr. John Bush, 21 Tarpon Circle, Winter Springs, Florida: explained that he is the Co- Chairman of the Building Committee; attending with him are Kathy Rand, Church Secretary and the Engineer, Tom Skeleton of American Civil Engineering; that their "Objective is to do what they are suppose to do"; that the City's Arborist has "Already been out there walking the property with us" and that they hope to break ground by the end of the year. The Board inquired if the church had plans for a pre-school on the property? Which Mr. Bush explained that only Sunday school classes will be held~ and he then took a photograph of the Board for their Web page. B. Burger King Store - Final Engineering Plans. Mr. LeBlanc explained that the location of the restaurant will be east of the Hess Station at Vistawilla Road; that the plans, as presented, meet all of the code requirements; and the Staffs recommendation to approve Burger King's final engineering plans. Members of the Board asked if Staff has received any response from the residents, which (there was none); the amount of land between Burger King and the Cross Seminole Trail Trail; whether there is a. "radius" off State Road 434. Mr. Leblanc informed the Board that 7/Eleven will not be coming into the City. CITY OF WINTER SPRINGS MlNUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETING - JUNE 7, 2000 PAGE30F6 Mr. Ron Hanson, Design Services Group: infonned the Board that he is the Project Engineer and spoke of the "Existing drive that they will be using"; and that the entrance on State 434 will only allow right turns. Board Member Tom Brown stated for the record "The traffic plan that we have for the City has a red light at Vistawilla, some day. Like I say at every meeting when the death toll reaches a certain number, then they put the red light in. Now what you're going to have here, okay, and I just want it on the record that I know and I understand it because I've seen it throughout Orlando because they're still twenty-five years behind where they are in their building and nobody is using their heads. If I'm coming from Winter Springs, I'm coming down 434 and I make the light and somebody in front of me wants to turn in there and that would be more used than the back entrance, I can tell you that. Because you got the same thing as Kash N Karry, you've got resentment by the people that live there that all these commercial places are going in, and like Don said, there is nothing you can do about it. It was agreed to in a court action and its going to happen but that doesn't make it safe for that corner, and that is why I asked about that radius and I know you can't do anything. I don't know who talks to whom, I'm glad the City Attorney is here tonight, because that is going to be our next round, the accidents that we are going to be getting along in that area, probably. I don't know what can be done to make anybody do anything about that, but I know I won't come in on Tuscora now at all. I go down - it's too dangerous to try and slow down because they are coming through there like a bolt of lighting. They don't care what the speed limit is, they come along there - the average car that goes by there is in the sixty to seventy miles an hour range. You could check with the police because they pick them up just like that, I know they do, they love it. They sit right past where you are going to build here. I just want it on the record, those curves, I don't know why they don't have that lane to get over to the right to off of there because - and you are going to get more traffic up there than you do in the back, I think. I think you will." Discussion ensued concerning whether Burger King must abide by the 434 Corridor plans which are being met; that drive-up windows may not face State Road 434; and that Burger King is meeting all the City's Code requirements. MOTION BY BOARD MEMBER KARR. "I'LL MAKE THE MOTION THAT THE PLANNING AND ZONING BOARD FAVORABLY FORWARD THESE PLANS TO THE CITY COMMISSION FOR THEIR ACTION CONTINGENT UPON THE PROPERTY BEING PLATTED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED." BOARD MEMBER BROWN SECONDED. DISCUSSION. . . CITY OF WINTER SPRlNGS MINlITES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETING - JUNE 7, 2000 PAGE40F6 VOTE: CHAIRMAN STEPHENS, JR.: AYE BOARD MEMBER BROWN: AYE BOARDMEMBERKARR: AYE MOTION CARRIED. Mr. LeBlanc departed at 7:25p.m. The Committee discussed the safety issues of not having a right turn lane on State Road 434. Mr. Grimms returned at 7:28 p.m. The Chairman requested, if there were no objections that they proceed to By-Laws to accommodate Mr. Garganese' s schedule. .:..:. AGENDA NOTE: THE FOLLOWING ACT][ON ITEMS WERE DISCUSSED, AS DOCUMENTED. .:. .:. ill. ACTION ITEMS C. By-Laws Mr. Grimms informed the Committee of the new category, "Action Items" on the Agenda~ and that he extended an invitation to the City Attorney to discuss the By-Laws. Discussion ensued regarding that the City Attorney, Anthony Garganese was going to concentrate on one specific area of the By-Laws"~ the history of the By-Laws~ that Committee Member Brown will get Mr. Grimms a copy of the "minor changes" that the former City Attorney suggested~ and that the quasi-judicial procedure should be adopted for the City Commission and not for the Planning and Zoning BoardILocal Planning Agency. The Board thanked Mr. Garganese for coming to the meeting. Mr: Grimms explained that the Land Development Regulations were updated in the past but needed to be reviewed by this Board, and the City Attorney prior to going before the City Commission~ that h.e will get a copy of Ordinance 2000-19 to the Board Members~ that a Special meeting of the Planning and Zoning BoardILocal Planning Agency will be held on June 14, 2000 in the East Conference Room at 7:00 p.m.~ the Agenda for the Special Meeting~ and the Board inquired about the status of the City's Web-site. City Attorney Anthony A. Garganese departed at 7:41 p.m. CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY RJ~GULAR MEETING - JUNE 7, 2000 PAGE 5 OF6 .:..:. AGENDA NOTE: THE FOLLOWING REGULAR AGENDA ITEMS WERE DISCUSSED, AS DOCUMENTED. .:. .:. II. REGULAR AGENDA C. Update of the: City Zoning Map and Future Land Use Map. This Agenda Item was not discussed. .:..:. AGENDA NOTE: THE FOLLOWING ACTION ITEMS WERE DISCUSSED, AS DOCUMENTED. .:. .:. ffi. ACTION ITEMS Mr. Grimms explained that the P-2000 application has been completed and sent to the printers, which then will be forwarded to Florida's Department of Community Affairs; the funds that have been requested will be use to purchase property west of City Hall; that Ordinance 707, the Town Center District Code should be adopted shortly by the City Commission; and that the owners of property on the east side of Tuskawilla Road are interested in coming into the Town Center District. Mr. Grimms was asked if an Adult Care facility fits into the Town Center concept and if any hotels have approached the City. Mr. Grimms infonned the Board that an Adult Care Facility can fit into the Town Center and that he has not been contacted by any hotels, but other Staff may have been contacted. A. EAR-based plan amendment Report This Agenda Item was not discussed. B. Topic List Board Member Brown informed Mr. Grimms that he has updated the Topic List and will give Mr. Grimms a copy following the meeting. D. Letter to City Manager on Board's Role on Annexation Mr. Grimms reported that he was unable to speak to the City Manager on their behalf. CITY OF WINTER SPRINGS MINUTES PLANNING AND ZONING BOARDILOCAL PLANNING AGENCY REGULAR MEETING - JUNE 7, 2000 PAGE60F6 IV. FUTURE AGENDA ITEMS This Agenda Item was not discussed. V. ADJOURNME:NT MOTION BY BOARD MEMBER KARR. "I MOVE THAT WE ADJOURN." BOARD MEMBER BROWN SECONDED. THE BOARD AGREED BY CONSENSUS. Chairman Stephens adjourned the meeting at 7:54 p.rn, Minutes Respectfully Submitted by: Debbie Gillespie, City Clerk's Office City of Winter Springs, Florida APPROVED: CARL STEPHENS, JR., CHAIRMAN PLANNING AND ZONIN"G BOARD/LOCAL PLANNING AGENCY N01E: These minutes were approved at the . 2000 Planning And Zoning BoardILocal Planning Agency Meeting. S:\City Clerk\Docs\ Word\BOARDS\PLANNING\a11l\MINU1ES\2oo0\P&Z060700,doc 9 ...... tIl ~ C'll - r"f' C =' . tIl Q. :E lQ tIl ...... ~ ~ ...... gil ~ c - Q. :E \Q ~ =' ;J> 'C '"3 - I C'l - !-':l e ~ ~ ClO N 0 0 - CO,NSTRUCT ON PLANS FOR: . .- I · - I O(~ I I 0"'1 DII r;,-.... I I rJ l~ ,~ D) ~ ~I ~. \.~ ~ .. .. .. .. - a ~ \ ~ .-. ,. r ~ - . , ~ L....... ~ . ~glgl ~I II _ ..l , , A@ ~~ -- - · 0'1 . --=~ 1 ..l ~ \. W~NTlER SPR~NGS" FlOR~DA ~ ~ UTILITY COMPANIES ELECTRICAL POWER: TELEPHONE: SANITARY SEWER: WATER DISTRIBUTION: FLORIDA POWER 583 EAST HWY 434 LONGWOOD, FLORIDA 32750 (407) 629-1010 ~:::::::::--::::::::::- A-1 ~~~ ~~ ~ C.t(. 4 7 ~ ~ I ______ 'SCL F:R ~.I'< I. ."l4/( k'41 " SPRINT UNITED TELEPHONE 924 WEST STATE ROAD 436 SUITE 1420 ALTAMONTE SPRINGS, FLORIDA 32701 (800) 339-1811 C-1 ~ " ~:/.~~ 9E , A.1 . .A ~ R-l 26 ~ 9F 9G 9C 98 6 _~ 2926 27 ~9H // ; " ",., ... CELERY) VE. 53 54 55 ci "+ S}TE ~ [TEMPLE ci ~ WAY ~ ?i 0 Vl ~ CITY OF WINTER SPRINGS 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 (407) 327-5996 CITY OF WINTER SPRINGS 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 (407) 327-5996 51 . o 0::: (f) W ~ I R-1 R-1 5~ VICINITY MAP t.,. .' . . . . ~~ - 01 - . ~ r " \...... ..l .. . - PROJECT DIREyTORY OWNER/APPLICANT: ENGINEER: SURVEYOR: GEOTECH: ENVIRONMENTAL: GEOTECH: PREPARED FOR: FIRST BAPTIST CHURCH OF WINTEJl SPRINGS --'............-.. ~- 04/16/01 04/.11/.01 04/.06/.01 03/.29/.01 03/.07/.01 01/.29/.01 11/.30/.00 11/.27/00 08/14/00 ..D.i.'~ _. _<_.,......;;:..0. ~.-.- FIRST BAfTIST CHURCH OF WINTER SPRINCS P.O. BOX' 195144 WINTER Sf RINGS, FLORIDA 32708 (407) 69~-6600 AMERICAN CIVIL ENGINEERING CO. 207 N. ~SS ROAD, SUITE 211 WINTER ~rRINGS, FLORIDA 32708 ' THOMAS ~. SKELTON, P.E. (407) 32f - 7700 SMITH ASf;OCIATES, INC. 586 PAUl SPRINGS DRIVE ALTAMONT[ SPRINGS, FLORIDA 32701 L. BEALE SMITH IV, P.L.S. (407) 331-5577 SWB ENGINEERING SCIENCES, INC. P.O. BOX. 941385 MAITLAND, FLORIDA 32794-1385 STEPHEN W. BERRY, P.E. (407) 539-1699 MORGAN ENVINRONMENTAL CONSULTING SOUTH POINTE CENTRE, SUITE 2004 740 FLORIDA CENTRAL PARKWAY LONGWOOD, FL 32750 JIM MORGAN (407) 260-0448 PAUL M. DAVIS & ASSOCIATES 1260 PA~Mrno AVENUE, SUITE 'E' WINTER PARK, FLORIDA 32789 PAUL M. DAVIS, ASLA (407) 647-5399 ~~~~ v ~, ~ SCM THS SCM THS SCM THS SCM THS SCM THS 5CM THS SCM THS SCM THS SCM THS REVISED PER FOOT REVISED PER CITY OF WINTER SPRINGS REVISED PER CITY OF WINTER SPRINGS REVISED PER CITY OF WINTER SPRINGS REVISED PER CITY OF WINTER SPRINGS REVISED PER ST.JRWMD REVISED PER ST.JRWMD. CITY OF WINTER SPRINGS & FOOT REVISED PER ST.JRWMD. CITY OF WINTER SPRINGS & FOOT REVISED PER ST.JRWMD -_.- --' Lr.I ~ 0:: Lr.I OI.D ~ ~,t"0~ (5 l)....o~ ~~D C.R 4- DAVID ST. .........:. ~19 . ~RANK ~ ~T-tii ~ Lr.I I ~. / ~~~ ~":J~ ~ s~. 0:: ~ ~ PEARL RD. ~ ~SITE i ..., --. .-. - ..... I~ '''UIoI... WA,y l~ STATE ROAD 434/C.R. 419 s>'J ~ '*' tV'\ . o ~~ BROOKSHIRE CT. i ~~~ ~\ ~ s~ ~ ~, ~ ~ C) . LOCATION MAP SEC. 35 TWP.20 S RGE.30 E ---- ---- ---- PERMIT STATUS DATE I SSU ED DATE EXPIRES CITY OF WINTER SPRINGS FDOT DRIVEWAY PERMIT FDOT DRAINAGE CONN. PERMIT FDEP DRINKING WA TER PERMIT FDEP WASTE WATER COLL. PERMIT ST.J.R.W.M.D. PERMIT SHEET 1 2 3 4 5 8 7 8 8 10-11 12 13 14-15 18 INDEX OF SHEETS DESCRIPTION COVER SHEET BOUNDARY & TOPO SURVEY MASTER PLAN MASTER GEOMETRY AND SIGNAGE PLAN MASTER UTILITY PLAN MASTER DRAINAGE PLAN PHASE I PLAN S.R. 434 IMPROVEMENT PLAN PLAN & PROFILE PAVING, GRADING & DRAINAGE DETAILS LANDSCAPE PLAN LANDSCAPE SPECIFICA TIONS STANDARD UTILITY DETAILS LIFT ST A TION DET AILS PLANS ISSUED FOR: DATE AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 (407) 327-7700 - ,~-~ . ,-_. -- " -" - ~ - - .. ... ........,........ -.....--- LEGAL DESCRIPTION: LOT 9, BLOCK 0, D.R. MITCHELL'S SURVEY OF THE LEVY GRANT, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 1. PAGE 5 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY. FLORIDA. LESS THE EAST 1028.5 FEET AND ALSO LESS RIGHT OF WAY FOR STATE ROAD 434. TOGETHER WITH: LOTS 26 AND 27, ENTZMINGER FARMS ADDITION NO.2, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 5, PAGE 9, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LESS EXISTING RIGHT OF WAYS AND ALSO LESS THOSE LANDS TAKEN BY D.O.T. RETENTION AREAS AS PER D,O.T. STATE ROAD NO. 434 RIGHT OF WAY MAP. SECTION 77580-2610, PAGES 10 AND 11, BEING MORE PARTICULARLY DESCRIBED AS: COMMENCING AT THE SOUTHWEST CORNER OF SECTION 35, TOWNSHIP 20 SOUTH, RANGE 30 EAST SEMINOLE COUNTY, FLORIDA. RUN N 00'11 '00" W ALONG THE WEST LINE OF SAID SECTION 35, A DISTANCE OF 1024.43 FEET; THENCE N 66'29'00" E 1116. 19 FEE~ THENCE S 23'31 '00" E 100.00 FEET, THENCE N 66'29'00" E 535.30 FEET TO THt; WEST LINE OF LOT 27, ENTZMINGER FARMS ADDITION NO.2, AS RECORDED IN PLAT BOOK 5 PAGE 9 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, THENCE S' 07'04'00" E ALONG SAID WEST LINE 300.00 FEET, THENCE N 82'09'02" 'E 299.96 FEET TO THE WEST LINE OF LOT 26, ENTZMINGER FARMS ADDITION NO. 2 THENCE N 07'54'00" W ALONG SAID WEST LINE 289.01 FEET, FOR THE POINT OF BEGINNING, THENCE N 07'54'00" W 99.58 FEET, THENCE N 66'29'00" E 87,18 FEET, THENCE S 24'21'05" E 15,00 FEET TO S POINT ON A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 2176,83 FEET. THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE 193,32 FEET THROUGH A CENTRAL ANGLE OF 05'15"8" TO A POINT; THENCE RUN N 66'33'18" E 26.85 FEET TO A POINT ON A CURVE CONCAVE COUTHERLY HAVING A RADIUS OF 2176,83 FEET, THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE 98.62 FEET THROUGH A CENTRAL ANGLE OF 02'35'04" TO A POINT, THENCE RUN S 88'18'07" W 49.40 FEET, THENCE RUN S 56'51'15" W 34,81' TO A POINT ON A CURVE CONCAVE SOUTHERLY HAVING A RAIUS OF 2176.83 FEET, THENCE RUN NORTHEASTERLY ALONG THE ARC OF SAID CURVE 201.03' TO A POINT; THENCE RUN S 07'43'58" E 743.94 FEET; THENCE RUN S 83'04'32" W 377.99'; THENCE RUN N 07'46'51" W 25,00 FEET; THENCE RUN S 83'01'40" W 12.50 FEET; THENCE RUN N 07'46'51"W 181,38 FEET; THENCE RUN N 62'02' 18" W 155.21 FEET TO A POINT ON A CURVE CONCAVE NORTHEASTERLY HAVING A RAIUS OF 383.00 FEET, THENCE RUN NORTHWESTERLY ALONG THE ARC OF SAID CURVE 208,80 FEET THROUGH A CENTRAL ANGLE OF 31'14'11" TO A POINT; THENCE RUN N 30'48'07" W 66.28 FEET TO THE POINT OF BEGINNING. LESS THE 25 FOOT RIGHT OF WAY, FLOOD INFORMATION: FLOOD ZONE COMMUNITY NO. PANEL NO. SUFFIX DATE OF FIRM DATE OF SURVEY SURVEY NO, PROPERTY ADDRESS: STATE ROAD 434-VACANT WINTER SPRINGS, FLORIDA X/AE 12117C0135E 120289 0135 E 4/17/95 12/23/96 12291 CERTIFIED TO: FIRST BAPTIST CHURCH OF WINTER SPRINGS 'fJ~~ ~~ ~'O"J . \,~ /'" /"'~ \.~ ~ ~~\ '%' '%~ /'" f'IP ~ \ ( I ..I ~I ~ SW CORNER SEC 35-20-30 P.O,B, ~.67 ':.t;J.21 ~.36 'no~ ~.23 ~ ~ '''dI.42 ~ -- "'dI,34 --- ~ ~ ...~,97 ~ ,..~.65 ~ '~~ ,"~.45 '..~,71 "'3a,75 ...~.26 ..citl. 1 7 ..~.81 ...citl,43 :10..'82009' 02"E ,~ .8'1" r' -''t" './~ '" ' "l:;l ...,...'.'.,. v t. '> >.' ; ~ I 'Z S o 0\ c,,). ~ O. . SW CORNER LOT 27 I . I CONCRETE -x-x- WIRE FENCE -C1-C1- WOOD FENCE ~ PROPERTY CORNER t PROPERTY LINE It CENTERLINE (R) RECORD MEASUREMENT (M) FIELD MEASURED FD4 "CP FOUND 4 "CONCRETE POST SRB SET 1/2" DIAMETER REBAR TYP, TYPICAL :t MORE OR LESS CM FD R/W ORB FF EL NTS W/ N S E W CONCRETE MONUMENT FOUND RIGHT -OF - WAY OFFICIAL RECORD BOOK FINISHED FLOOR ELEVATION NOT TO SCALE WITH NORTH SOUTH EAST WEST CH ~N L R N/D CL ENCR FIP FRB NEIGH OUR CHORD TANGENT DELTA ARC LENGTH RADIUS NAIL AND DISC CLEAR ENCROACHMENT FOUND IRON PIPE FOUND REBAR NEIGHBORING PROPERTY SUBJECT PROPERTY PRM PCP POB POC POCV PC PI PT PRC PCC D,U,E, U.E. PERMANENT REFERENCE MONUMENT PERMANENT CONTROL POINT POINT OF BEGINNING POINT OF COMMENCEMENT POINT ON CURVE POINT OF CURVATURE POINT OF INTERSECTION POINT OF TANGENCY POINT OF REVERSE CURVE POINT OF COMPOUND CURVE DRAINAGE & UTILITY EASEMENT UTILITY EASEMENT -~ ..-.. _'~.~ ..___,........~'r_ ~_ ~ ~ . CJ) 0\. NOTES: 1) NOT VALID UNLESS SIGNATURE IS EMBOSSED WITH THE REGISTERED LAND SURVEYORS SEAL. 2) LEGAL DESCRIPTION PROVIDED BY OTHERS. 3) PROPERTIES SHOW~i HEREON WERE NOT ABSTRACTED FOR EASEMENTS OR OTHER RECORDED ENCUMBRANCES NOT SHOWN ON THE' PROPERTY PLAT OF RECORD. 4) BEARINGS WHERE SHOWN ARE PER PLAT UNLESS OTHERWISE NOTED. 5) UNDERGROUND UTILITIES, FOUNDATIONS, OR OTHER IMPROVEMENTS. IF ANY, WERE NOT LOCATED. 6) ELEVATIONS, IF SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM 1929, - .-. Hl --- - ~1.29 JO,2~ .0 '~h.0I -- / /\~ .... \~ \~ ~ -..I" ,~ /' 'l..'l..' /' 1);/ / ~ = 05-17'28- R - 2178.8S' L = 201. OS' fj. of.}\' ~ ~t>'O tb\' f!>~ . o / '-J.l.52 S88018'07"W , '1"W 97.89' 9,40' "J.:~1 _ FLAGGED ENVIRONMENTAL UNE '-....~.06 ~ = 05005'18" "ij~~ 2176.8S' L = 1~32' "S24~1'05"E \ ,,~ "'*7.21 ~OO' ~'E. d,f)f) F1P ~\~ \ ~'u , ~6 ~~lj~1,\'O . ~ \ \ I r,O'O~ \ ~~ /~'!>ta I 25ea~ \ I \ \ ~ - -- ~ --- --- ,,,~.48 -- -- 1/- --- -- - 1// / / ~ - -- - - -- /;// / ~ --~l~/~ ~ / /i('// // ---- --- \/;!bf:/~ -- '--- ~~!~/ --- 1/1/;' '--- I\I~~I/ ____ - ~ --- ~ -~y/ --- --- ~ ~ ~ \ta'!>.'2: "'Ja.78 \ I I 'Z ___ S . 225...111.74 .... TF ~:--78' 0\ 0). ---79' -- ~,33 -- --- -- -- ~ --- -- ~~ ~ -- '-....... 74' ~ ..~, 72 --- --- / - --..... --- --..... --- --..... \~,12 \ I I \ \ , ~ ell S . .... ~. ~ .... ." ~ ~ \ \ \ 23'~~39 ~ 221rV,50 \ ..~.21" \ ~ CO . \\ ;~ ~,38 \ \ ----- - '------- "\dI.81 --..... \ ) --- --- ---WOOD .~~ --..... ~,5~ tJa.76 \ \ \ \ \ \ \ \ -- ~~31~.9.z~,05 255"7' 7 "" ~.94 \257&.3,98 '------- --..... --- --- ,~~.30 -- '"" '------- ~ '---- ----- 2~.95 \ ~ -- \ \ \ ----- 77' -20' 20t .20 - - --..... ~ ~ ~4 22'&f,09 --"':"~Cfi ~ - -- o~ /fJ~~~fJ~ .:~ ) 't\'O"J WEST UNE \ LOT 27 ~ \ .......~.55 'l. , \~ \ \ \ ..~,01 ~ \ 8. \ \ \ \ - -- - --- - ...~,36 ~ ,..~.75 --- -.1 ~.~ ~.;...t O. .~ - .... \ \ ~ m,j.;!j ~"~4R3'96 ""\ --- --- 223~,76 -- -- -- 221~.77 22OdIf.78 205~ 3 _-2~ ...~.48 2~,92 \~ -- - --- - "\ ) 250&.3.75 / ,..~.86 ...~.50 // ..~,.9 pond ~--- ~ ,..~.83 / ___ ',,*?,84 ___ ~ ~--..... ~ _ J ~~ -"-'),.J~2Y:::::-~ '5 ~'r\\ ~ j ~~'88 ~,8~11 .91 ~fptJ ~/, ~\ /' / \\ /' pond il~:,'O 1. / / ~'99 ---- - / -----.. WEST UNE LOT 28 ---- ~ <'4~.&.81 ~.08 / / 2'9~4. 19 ~ ~ / ..~,55 .? 2'W.95 \ I' I /"L 252af,33 I, ~ ~~_ 31~~~t I ~ R ':'&W3.QO"".14 j 0 L = 298.80' ~ 0) ~ <0 ~ .... ~ - - ---- 21'&4.35 "" ~ ~~ '" . 217&t.09 ~ '\61,10 ~ ~17 \ ..citl,84 2"aR4,13 214aR4.46 ,,----- , 1/ 285&b61 . ~,04 --- - F1P .el I \ t,M,OO \:\ \OJ92 \\~ )) \~ //.~ ~--.........:::. -- - - -- --- / __ -- -~ ~8 ___ __ ___.......... - ~ - --- ~-==- ---- ---- ~S' --- - 299,96' \ \ \ 212aR4,48 --/- - 213&4,63 - / -- - -- - 201&,76 -- / // 210&,91 ~ / ! \ "'" -- \ \ \. \ \ ' \ , \ \ 207&.29 ~ 2Ot&.78 ----- // SOUTH LINES LOT 28 It 27 ,43 '''&1,60 883-04 'si,91 '''dI1l-84 1,. ?) - --- 1t5&r'~ ,.2aR4.56 It] '''cM,10 ".27.06 3'7'7.99 uOHT CCMP~ ESttt"T 11 O' f\.ORl~ peMEft * S8S-0t' 40"W 12.50' , 5'75.00 88s001' 40"" N07.46'51"W 25.1)0' WOOD . POLES . FOR 7) FENCE OWNERSHIP NOT DETERMINED UNLESS OTHERWISE NOTED, 8) MEASUREMENTS TO WIRE FENCES ARE TO CENTER OF WIRE. 9) MEASUREMENTS TO WOOD FENCES ARE TO OUTSIDE OF WOOD. 10) WALL MEASURES ARE TO/FROM FACE OF WALL. 11) DRAWING DISTANCE BETWEEN WALLS AND/OR FENCES AND PROPERTY LINES MAY BE EXAGGERATED FOR CLARITY, 12) FLOOD ZONE INFORMATION WAS DERIVED FROM FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INFORMATION RATE MAPS, I HERIEBY CERTIFY THAT THIS BOUNDARY SURVEY MEETS THE MINIMIUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIIDA BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER 61017, FLORIDA ADMINSTRATIVE CODE PURSUANT TO SECTION 472-027, FLORIDA STATUTES. 27 ' ---- 22' :--- 23' 204 42 ~ ~ . CO ..... 20' ,89 202 ,44 I") cv / \ \ ~ 191 c3r,84 \ 1,.~ '~,OO ,-,,~ ~ 51 Q ''f PROFESSIONAL LAND SURVEY SERVICES BEALE MITH ASSOCIATES, INC. ALTAMONTE SPRINGS, FLORIDA 32701 FAX: 407-331-9188 L. BEALE SMITH IV. P.L.S. REGIISTERED LAND SURVEYOR NO. 5238 STATE OF FLORIDA. 949 E. ALTAMONTE DRIVE, PHONE: 407-331-5577 -"'.~?.g' - .-... ~-' .....-:, . ....- -. -- .-.._A'..........- ,.....- 'W - :--."""......... " "-'", STORMWATER MANAGEMENT POINT OF DISCHARGE ST.J.R.W.M.D. PERMIT REQUIRED 1 00 YEAR FlOOD ELEVATION: THE 100 YEAR FLOOD ELEVATION FOR THIS PARCEL 1 S ELEVATION 16.3 PER FLOOD INSURANCE RATE MAP NUMBER 12117C0135 E DATED APRIL 17,1995. PA IN R IR 1 SPACE/8 SEATS + 1 SPACE/RESIDENT EMPLOYEES PHASE I = 195 SEATS (1 SPACE/8 SEATS) + 2 RES. EMP. (1 SPACE/RES. EMP.) III 27 SPACES PHASE II - 27 SPACES (54 TOTAl) PHASE III = 650 SEATS (1 SPACE!8 SEATS) + 4 RES. EMP. (1 SPACE/RES. EMP.) .. 86 SPACES (140 TOTAl) PHASE IV - 0 SPACES (140 TOTAl) PHASE V = 0 SPACES (140 TOTAl) - ;;;;;------ ROAD NO. 4- J 9 -- --::::.-- -- -- --- ---- .~ --- ---- -=-- -:- --- --- --- --- ~ ~ ~ ~ ~ ~ ~ ~ '- PROPOSED 2' WEST BOUND LANE SHin TO ACCOMIDATE LEn TURN LANE ----- ~ ~ ~ ~ ~ ~ ~ ~ - //\ ~ - 05'17'28. \ R - 2176.83' L - 201.03' 100 YEAR FLOOD ELEVATION 15.5 ...... % ~ ~ tIl. ~ TRANSPORTAllON POINT OF DRIVEWAY CONNECTION 1. PROPOSED SIGNAL MODIFICATION 2. PROPOSED STRIPING MODIFICATION 3. PROPOSED EAST BOUND LEFT TURN LANE .. PROPOSED MED~ MODIFICATION FOOT DRMWAY & DRAINAGE PERMIT REQUIRED WET OETEN1\ON z o CD.... !O~ g: . .8 ~ / ( \ \ \ \ \ \ \ \ \ \ \ \ \ / \ / V .....a ~ ~ ~. FIRE DEPARTMENT POINT OF SERVICE SEE SHEET 5 fOR DETAILS .. .. .. .. '\ \ \ \ \ \ \ \ @\ \ \ \ \\ \ CONSI'RUCIION NOlES GENERM: 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED ON THE PLANS. 2. ALL PROPOSED SITE CONSTRUCTION SHAll BE PURSUANT TO INFORMATION SHOWN ON THESE PLANS AS APPROVED BY THE CI1Y OF WINTER SPRINGS. 3. ALl CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, fEDERAL, AND LOCAl. CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. IT W1U BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALl REQUIRED PERMITS ARE OBTAINED AND ARE IN I-W4D AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALl CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: - WATER ~NT DISTRICT STORWATER - FDEP WATER DISTRIBUTION - FDEP SANITARY SEWER COUECTION AND TRANSMISSION - LOCAl. CONSTRUCTION PLAN APPROVAL - LOCAL ~GHT OF WAY USE - LOCAL UNDERGROUND UTILITIES 4. THE EXISTENCE AND LOCATION Of EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIfiED IN THE FIELD BY THE CONTR1CTOR P~OR TO STARTING THE WORK. THE ENGINEER ASSUMES NO RESPONSIBILI1Y FOR ACCURACY or LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS. P~OR TO THE START Of N-f( CONSTRUCTION N:rMTY IT SIW.L BE THE CONTRACTORS RESPONSIBILI1Y TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR N(f RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. 5. THE CONTRACTOR SHAI.l BE RESPONSIBLE FOR N-f( AND ALl COST WHICH MAY OCCUR DUE TO N<< DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL BARE THE ENTIRE COSTS OF REPAIR AND/OR REPlACEMENT OF SAID DAMAGES. 6. THE CONTRACTOR SHALL PROVIDE COMPLETE -AS-BUIlTS- INFORMATION TO THE ENGINEER RELATIVE TO THE LOCATION AO ~L WATER LINES, WATER SEIMCES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, INVERTS OF STRUCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND CONSTRUCTION BENCH t.fARI(S FOR VERIFICATION. THE -AS-BUILT- RECORDS SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES TWO (2) SETS Of RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 7. ALl HO~ZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE APPROVED PLAT SITE PLAN AND VERIFIED BY THE CONTRACTOR'S SURVEY. 8. THE CONTRACTOR SHAI.l HIRE A PROFESSIONAL TESTING LABORATORY AS NECESSARY TO PERFORM ~L TESTS REQUIRED BY THIS CONSTRUCTION. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CML ENGINEERING COMPANY 24 HOURS IN ADVANCE PRIOR TO N-f( TESTING AS INDICATED IN ITEM No. 8 ABfNE. 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILI1Y COMPANIES OF THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS P~OR TO SUBBASE PREPARATION. 11. FLORIDA LAW (533.851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC OR PRIVATE stREETS, ALLEYS, RIGHT-OF-WAY OR UTlLI1Y EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE THE LOCATION OF UNDERGROUND GAS PIPE LINES. THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY A MINIMUM Of 48 HOURS AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION. 12. ALl WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, STATE, OWNER AND ENGINEER. 13. N-f( PROPOSED FIELD CHANGES WHICH SUBSTANTIALI. Y DEVIATE FROM THIS PLAN SHALL BE APPROVED BY THE CITY OF WINTER SPRRINGS AND THE ENGINEER PRIOR TO THE CHANGE BEING MADE IN THE fiELD. 14. UPON NOTICE FROM THE CONTRACTOR THAT THE CONSTRUCTION IS COMPLETE AND RE.tDY fOR ACCEPTANCE, THE ENGINEER SHAll MAKE FINAL INSPECTION AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPlETE AND/OR DEFECTIVE WORK. THE CONTRACTOR SHAll CORRECT ALL SUCH ITEMS TO THE TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHAll HAVE BEEN CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER. 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, MUD AND EROSION DURING CONSTRICTION AND SHAI.l PROTECT ALL ADJACENT PROPERTIES AND ~GHTS-OF -WAY FROM DAMAGE BY EROSION, SEDIMENTATION OR OTHER POTENTIAl CONSTRUCTION RELATED CAUSES. 16. THE CONTRACTOR SHAlL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING ANY EXISTING SURVEY t.4ONUMENTS. N<< MONUMENT DISTURBED BY THE CONTRACTOR SIW.L BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 17. ALl IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIAl CONFORMANCE WITH INF'ORMATION SHOWN ON THESE PLANS. N<< CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST- MENTS CAUSED BY VARYING fiELD CONDITIONS, INa.UDING CHANGES AND DEPTHS OF BERMS AND SWAI.[S MAY BE MADE WITH THE APPROVAL OF THE ENGINEER If IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET. 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES. POLICIES AND OR OTHER REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE. ETC., SHAlL BE THE RESPONSIBILITY OF' THE CONTRACTOR. SAFE AND CONVENIENT MEANS OF ACCESS AND EGRESS TO ALl PARTS Of THE PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR. , , COURT YARD ~ - 3'.14"'. , R - 383.00' , L - 208.80' \ \ \ \ @)\ \ \ \ \ \ \ \ \ \ \ \ .J --- EX. 25' R/W TO BE VACATED --- % ~ & (J1 ~ \ u \ ~ \ ffi ~ 0- \ < o ~ 9 S' 3.0" 40"W u- l_- WATER DISTRIBUTION POINT OF CONNECTION CONNECT PROPOS~D 8- PVC WATER MAIN TO EXISTING 8 PVC WATER MAIN , , c;AASS p~NG , , ~ CJ) ~ <&. @ - , , 12.50' N(OT 46'51 "W 25.00' WfOOO ., P<OI.ES . , COMPAN'( - '00 POWER & L\G~HT FLOR\OA ___ - ~--- ---- - - , ~ , , -4 TOTAL MEk. Ir ~I 380,885.8 SF EXISTING ZONING: C-1 Sf II \\ MURE ZONING: C-1 o II II EXISTING ~D USE: VIaHf ~ II II ~ II \\ MURE ~D USE: CO....ERCLtL o II ~ IMPERVIOUS MEk. 1.2,417 SF ~ \1 I 1EMP~A'( = BUILDING: ~,868 SF II PARKING: 36,680 SF .....::::=::=--~ ~ DRIVES: ~,912 SF II ~ SIDEWALJ(S: 3,957 SF 1\ OPEN SPACE PROVIDED: 238.268.8 SF 1\ II FAR. AlLOWABLE: 0.3500 II I 1\ J fAR. PROVIDED: 0.2003 II \ 1\ \ BUILDING SETBACKS REQUIRED: NORTH: 125 FEET II I II WEST: 10 FEET II \ II SOUTH: 10 FEET II \, EAST: 10 FEET MAXIMUM BUILDING HEIGHT: 50 FEET --- SANITARY SEWER POINT OF CONNECTION CONNECT PROPOSED 4- f'M TO EX~ SANITARY M.tHHOLE ---- -- N w E S 83E3 I 0' 6K)' SCALE: 1" = 6K)' I 120' ~ 5,368 S.F. WORSHIP CAPACITY 195 (290 IN 2 SERV.) SUNDAY SCHOOL CAPACITY 125 ~ 6,000 S.F. WORSHIP CAPACITY 195 (290 IN 2 SERV.) SUNDAY SCHOOL CAPACITY 275 ~ 12,000 S.f'. WORSHIP CAPACITY 650 (1000 IN 2 SERV.) SUNDAY SCHOOL CAPACITY 325 PHASE IV: 10,000 S.F. WORSHIP CAPACITY 650 (1000 IN 2 SERV.) SUNDAY SCHOOL CAPACITY 650 ~ 17,500 S.f'. WORSHIP CAPACITY SUNDAY SCHOOL CAPACITY 650 (1000 IN 2 SERV.) 1000 [SA EDUCATION] 5B PRO. EXTENSION] PARKING PROVIIlEQ; SUB PAVED GRASS TOTAL TOTAl PHASE I 51 51 51 PHASE II 56 40 96 ,.9 PHASE II 21 25 .8 193 PHASE 0 193 PHASE V 52 70 122 315 TOTAl 180 135 315 315 NOT~ ALL UTILITIES ARE TO BE UNDERGROUND. TRANSFORMERS AND SWITCH BOXES SHAlL BE SET BACK 15' FROM ROW; DUMPSTERS, MECHANICAL EQUIPMENT, SERVICE DOORS, STORAGE AREAS, ETC. SHALL BE SCREENED TO MINIMIZE VISBILI1Y FROM PUBLIC ROW. -- 8.74 IiCRES PHASE I 110.511 SF PHASE V 136.52..6 SF PHASE II 111.650 Sf PHASE III 12.000 SF PHASE rv 10,000 SF (37.41~ 33,267 SF 44.294 SF 12,000 SF 10,000 SF .2,856 SF (13.41 5,388 SF 8,000 SF 12,000 SF 10,000 SF 17,500 SF (09.61) 10.380 SF 15,400 SF o SF o SF 10,900 Sf (13..1) 17,419 SF 21.267 SF o SF o SF 12.226 SF (01.01) 100 SF 1,627 SF o SF o SF 2.230 Sf (62.01) 77.2.... SF 87.358 SF OSF o Sf 93.668.8 SF 0.3500 0.3500 0.3500 0.3500 0.3500 0.0141 0.0158 0.0315 0.0203 0.1128 ~. NO .fDVll1Vl ~ II F (;) F ..,a z- :;) ..., .. s; ~ "I "~~iI ~~~! :g:g:g:g:g:g:g:gi ~~~~~~~~I ~~ JdJd~ ~~i 8:8:55 VlVlO:: ~~~ ~~i ~~~ ~~L.. 8:8:8: 0 VlVlVl ~~~rn ~~~ 88~1 ... ..2 Ice. ~~~ II~ 2~~~ .~,~ ~uuuViViViVi ~~~~~~~~ cccccccc ~~~~~~~~ 0::0::0::0::0::0::0::0:: €.~~~~888 fDNO'I"O'I~;::'... --NONI')N_~ ~~-;;:;'~""'iC ooOOC;::::~Ci ./ · 8 ~O~ ~ui > ~ 1--1 r ~ Cf.i U'-l~ Z !s z 1--1 t! I: .<r: ~ i~ U ~-i ~~i- ~G~ ~Z~ <r: ~ :z: u.. 0 ::J: U (J") 0:::'-' C5 :::) Z e::: Z :c- 9 :5 Ug: La... a.. .. (/) I-(J") '" a::: z w ~o::: e::: ~ ~ (/) (/) <( h:~ e::: ~ I..IJ ~~ ~ Z == 3= t;; c::: - u.. SHEET: 3 OF: 1 6 ----- ~--- ----- "'C n - ---. (,OAD M ----.-___. O. 479 ----. ----. -~ ~ ---- ---- ~ = ~ ~ ~ ~ ~ -- ~ ~ --- -- --- -- --- --- =-- ~ =-- ~ ~ - - //\ ~ - 05'17'28" \ R - 2176.83' L - 201.03' ~ "fJ rofJ '. S8Er18'07"W c:J; ~'/.>' 49.40' ~ EACH SPACE TO CONTAIN WHEEL STOP z o U)..... COU'l .~ ~ . .8 J. r '--- ~ L 29'22'09~ R ~ 137.00' \ L . 70.22' i . 0702'1.' \ #' . 137.00' \ L'. 111.82' \ ~. 04'40'08' \R . 238.00' 1..11.39' \ ~. 12'34'30" R . 238.00' L . SU.' , , lYPICAL PARKING LAYOUT ... ... ... ... N30"48'07"W 86.28' , \ / ,/" / ./ ../ I - - , ../ ( I I / \ \ \ ( '% \ I e. \ \ \ & \ \ CJ1 \ \ - , , \ , I , , , , \ - (J) -1 ,.,10 CONe. POLES W/awN I , .- NOT4ES'51 "W 25JOO' WOOD. POLES . , , , MPANY - '00 & UGHT ceo _ fLOR\DA POWER - I ~ --- --- \r\~1 011 \ II ~ II \ II ~ II II EMPLE WA~__ _==== w II ~\ T _ = _ __ ~ \ -==- --- - II -- _ __ o t-:~ -==- -- - -==- ::C, '--::::- __ _=_ _ Vl II _ __ - _ = = = _ II \ -::=== = = = - --- \ II \ 1/ , II \\ 1\ \ II II \ II II \1 II , II II \ II II Ii --- -- --- -- N w S EHH3 I o' 60' SCAlE: 1- = 60' 'TYPICAl SPACE · 10' )( 20' EACH ISlAND TO HAVE 6-.16- CONCRETE CURB E ~. c;,faV'l;2V'l ~II~~~ .... z'" ~ .. ~ ~alli :g:g:g:g:g:g:gi ~~~~~~~! ~~ ~~i ~~~ zz~ ~~D: ~:~ ii i=- ~~ 1515~; ~~ 88~& ~~cc:::i'c:::i'~ ~~Iii~ ~88~~=~ D:D:D:D:p';D:D: ~ ~'~ ~ cs: ~ ~ I!!!!!! I 120' ...::l 0 B S:U! 1-4 c..? rn Uzl Z 1-4 !~ .-.r1 ~ I ~ ~~ - U ~ i3! 02 Z ~ 1-4 . ~ c..? ~ ::;s Z ~ ~~: I..L. 0 ::c (JV> ~ z 0:::" ~ ::JZ a:: CL ::c- 9 u8: u... >- .. 0::: en W t-V> " z ~ a:: 0 ~O::: ~ w 5:1..LJ en -- '-' c:: <t- w w ~ !::: al~ ~ (f) 3: , ..,.. (/) 0::: - I..L. HAY 0 9 ~ / ~~V'- SHEEf: 4 OF: 1 6 ---- -- -- -- - -:::. - - --~ ;;;;------- _ ROAD _____ _ NO. 479 ----- ---- - ~--- ----- --- .....-..,;.- - --- --- --- ~ ~ ~ ~ - ~ - //\ / \ , , ........ ...... ><:::- .......~ C-~ ~..............- ----.:::::... ~ -- }./ ~- ~ j ~"""'-............. / / ~ ....... I--L- ~ ~'" , EXIST. PIP TO BE RELOCATED WET DETENTION WET DETENTION ,. ,. ,. ,. '" '" \ \ \ \ \ \ '" "-. , , , , , \ \ \ I / I /' \/'/' / 2" BLOW OFF' PROP. FIRE HYDRANT , / / /' .-/ --- --- ./' / I / ---- / ---- ( I \ \ \ \ PROP. F'H \ 8"x2" TEE \ "-. - , , SAN - 1 SANITARY MANHOLE TOP EL 24.25 INV.(S) 19.94 INY.(N.E.W) 20.44 \ -. P~D \ ~ 20' UTILITY --\ \ : / \ j.J..\v\ - - :iF' - - 0; p,." GATE Vt-L. SAN-2 SANITARY MANHOLE TOP EL 24.50 INV.(W) 19.40 INY.(N) 19.50 155 Lf'-8" PVC 0 0.40~ 5/8" METER 3/4" PVC \WAtER SERV. ~TO LIFT ST. W/HOSE BIB , , ----- --- SAN-3 LIFT STATION TOP EL. INV. (N) INV. (W) BOT. 25.50 18.78 18.78 14.78 -- L_- , , STUB & PLUG 8" GATE VALVES 3/4" REDUCED PRESSURE ZONE BACKFlOW PREVENTER PROPOSED 20' UTILITY EASEMENT ~ -- ~--- ~. WOOD ., POLES . ---- --- -- ~ '0' 400 LF - 2" PVC FM R & L\GH1 COMPAN - - - - - FLOR\DA PQWE ---- WATER DISTRlBU110N POINT OF CONNECTION CONNECT PROPOSED 8- PVC WATER MAIN TO EXIST. 8" PVC WATER MAIN STUB OUT -- -- -- 1EMPLE W^~__ _ = == -===- -:::::==- ====- -- -= - - -===~ --- ____==-- WW~vAA -- -==-=-~~- ~- ~ - -- -- -- OPEN CUT c!c REPAIR EXIST. SHORE ROAD PAVEMENT EXISTING SAN. MH TOP EL. 24.17% (EX~ INV,(S) 20.03:1: (EX. CORt HOLE PROP. INVE INV.(NW) 20.50 PROP. SANrrARY SEWER POINT OF CONNECTION CONNECT PROPOSED 4- Ft.t TO EXISTING SANrrAR"f MANHOlE N w S I 60' SCALE: 1" = 60' EHE3 0' CONSIRUCIDt NOlES .vB DISIRBIIDf: 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALl BE CONSTRUCTED IN ACCORDANCE WITH CITY Of WINTER SPRINGS REQUIREMENTS. A.ORIDA DEPT. OF ENVIRONMENTAL PROTECTION. AND HEAlTH DEPT. REOUIREMENTS. 2. ALL MATERIAlS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALl BE NEW. HIGH GRADE AND FREE FROM DEf'ECTS. 3. PRESSURE AND LEAKAGE TESTS FOR NEWlY-INSTALLED WATER DIST. SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED IN CONFORMANCE WITH CIlY OF WINTER SPRINGS AND FDEP STANDARDS. POTABlE WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF' TESTS IS TO BE 2 HOURS. TESTS TO BE CONDUCTED PURSUANT TO AWttA C600 DUCTU IRON PIPE AND 90" OF THAT ALLOWABLE LEAKAGE FOR PYC PIPE. 4. DISINf'ECT POTAEl.E WATER MAINS IN ACCORDANCE WITH AWttA C651 STANDARD PROCEDURES FOR DISlNf'ECTlNG WATER .wNS. 5. ALL PYC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. 6. ALL WATER LINES SHAU. BE INSTALLED IN A DRY TRENCH. 7. ALL WATER MAINS WILL BE DR 18. ClASS 900 PYC OR PC 350 DIP. 8. ALL WATER MAINS LESS THAN 4" IN DIAMETER WILL BE SDR 21, MUST BEAR THE NSF LOGO. AND HAVE A MINIMUM WORKING PRESSURE RATING OF 200 P.S.I. CONSIRUCIDt NOlES SNII'AR't SEIER smElt 1. ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALl BE CONSTRUCTED IN ACCORDANCE WITH CIlY OF WINTER SPRINGS REOUlREMENTS. THE flORIDA DEPARTMENT Of ENVIRONMENTAL PROTECTION REOUIREMENTS. 2. IF UNSUITABLE MATERIAl IN THE VICINIlY Of SANrrARY SEWER LINE ARE FOUND DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUrrABLE MATERIAl AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN 1CCORDi'NCE WITH ASTM 0-2321. 3. ALL SEWER MAINS SHAU. HAVE A MINIMUM Of 3 f'EET OF' COVER OVER THE PIPE TO FINISH GRADE. 4. ALL GRAVITY WASTEWATER .wNS SHALl BE SOR 35. ClASS 900 PYC. 5. ALL WASTEWATER FORCE MAINS SHAU. BE SDR 25. ClASS 900 PYC. 6. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO COMMENCING CONSTRUCTION. IlNlUlWA1ER ~~.. 1. A WATER MAIN SHOULD CROSS OVER CONFLK:T PIPES WHENEVER POSSIBLE MAINTAINING 30 INCHES COVER. 2. WHEREVER A WATER MAIN CROSSES UNDER A SEWER MAIN. OR CROSSES OVER LESS ~ 18 INCHES VERTICAl. SEPARATION. THEN DUCTILE IRON PIPE SHALl BE USED FOR BOTH PIPES FOR A DISTANCE OF 20 f'EET CENTERED ON CROSSING WITH NO JOINTS WITHIN 10 f'EET OF THE CROSSING. 3. 18 INCt€S SEPARATION SHOULD BE MAINTAINED BETWEEN ALL PIPES (STORM. SANITARY. WATER) WHENEVER POSSIBLE. 8 INCHES THE ABSOLUTE MINIMUM SEPARATION. WITH DUCTILE IRON PIPE REOUlRED FOR N<< SEPARATION LESS THAN 18 INCHES. 4, MAINTAIN 10 f'EET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER MAINS AS A MINIMUM. 5. FORCE MAIN CROSSING WATER MAIN SHALl BE LAID TO PROVIDE A MINIMUM VERTlc.tL SEPARATION OF 18 INCHES BETWEEN THE PIPES WITH WATER MAIN CROSSING OVER FORCE MAIN. - E I 120' ~. c:.~en2en ~ II ~ ~ ~ ~. z- => , . ~ ~ "I ..' ~ ~aii :g:g:g:g:g:g:g:gl 22~~~2221 ~(..) 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HAY 0 9 2001 ,;>V SlIm: 5 OF: 1 6 ~ "';)'\.' - -- -- - ~=--~~- - -- -- -~=~- - -- -- - - -- =======- ~-==:::=:::= - - ;::-- -- = = = - - ==:::= - -::.. -=--= = - ---- - - -"""~= --:::=--- - ~~ - -- - .--: = =-- - - ::::: -::.. - --=-= .....", =-- -- - - --'-- .....",=-- --- - - ~ ~ --- - - - - ~ =- ~~-:;- /.; - ----- - - - ~~ ~~ ~ -- ~ ~ / -- " ~~ -~ ~,/ ---~- +' ~ ~ = -- ~ ~ ~ ~.--: ~ - - ~'~ ~/ ~- ~==- ---~' ~..., ~ ~~ = =- ~:o-- _ ~ ~ _~ ~ _ / ~ ~ ~II J_ " ~' _ =--~~ # <" "" ~.-' "R6,t>, ,- - - - ~'(j INSTAlL /\ """ .-' ""... - ft, ~ ~aID HAY Il.ILES "". """ ...-. ~/ '" S I ,., - - ~ W _ ......-- """ """ """,--..,/'/ '" "" - ^ - - ~- I '( '" 'lir /" """ /""'" "" -. ...., ~ \ /" \ ~ ~ /' :? ~f}D~ ,\ - ______ /' ~ ~ ~ ~ ~ v :? ~"., (t4'o1"- ~ j ,,,,:,'\. ~\ / / 0-< &~ .......-- 4- '" ""!t'~ " STM _ 3 ~:..~ _.." Y I:>. _ 05'17'28' / ~ /' -;:?-;:?L~~ ~~~ ", FOOT TYPE 'c' INLET ... ~ R _ 2176.83'...,.} .&'''' ~? ",,?' ??" - 1f" WITH SKIMMER "~ L _ 201.03'.-'_ ~ ~ ~ oIf/ "" - ?. TOP EL 17.70 ......t ~.-'/"_ \~, __~?_:f??? .~ "".,.""~ ~. ~~Chl. 1~:~~"", / .,\__~~ ::::: ~ ~ ~ ~ - ~' INY. 11.9P..1> w- ,.... ~ .,.:~"';) ~ >I> ~ ~ , , ' , '~~, ,,,~i~ ~f> '~~ SCS SOILS \ ~T TYP}O,C' INLET ..... ,.c"~ - L - ~ <!'. ~....... MES -"'" ' . , = 02"35'0 ,.;: S8B'1 8..&7.] ?~. l I.i ..' TYPf 23 , /" BUBBLE -UP STRU~~ / ~. FOOT (4:1) 18'-RCP ". R - 2176.8, -T- ~ -' -' -. -. -. -. _. " _ WETlANDS '/" r:.(l.~ '" S) ":00 I INY. 12.~...... '. L - 98182', ~.- _'" __ r FlAG UN[ , --.\%~ '" -, '1;"E"'-'-, ~ OAO(t ..... ~""IIl 4'~\~ '~ '.;'A-OS'OS'18" N6~6."",. ~~--scsso7f.S- -- ~100YR- ....... __~ _ ~, ,.....' --- r-.~'b o.~ 2176.83' "- ~~ ~J~~ ___ FLOOD LINE ~,_~ ___ ___---... y - - ~ "1', ~ ~" \..-- .... .. '"", - ~.. ".... --...... _ ELEVAllOH _ _ . ~ ..... - - ~ ~ L - "'1~.32, ~ ~ ~ ~ ~ ~ ... ""'- - - _ 1&-3--! " /" fi':: _ ~ _ _ ~ ~H. FENCE ---... "", \ rC-~ ..~ rC-' 1-6.00' ~~ ~ ) ~ ""':..:::-.....~ ~ - ~ /,a;LF~.~ '7 - '"'~.::-- ;;;;. . :-: ~ WITH SKIMMER 1B 00 ..... ,~~ 24.7 .~.,~ '" .... \ U' / lJ':-.:' ~ ... ... ~~'L' ~0~/ c:: _ ~~;. ~ ~~SHl. 15:70 .' ......... '. 5o,1.\1!i ~", L ~ ~ 1-..' iF:- " ... ... ) 10M, --- ___ . ~.g 17' ORIFICE EL 14.60 "'. .... '. - ...'" - ~I" >>'. '- /1 ,'ry' .. INV 11.90 '" ~""...... "I;) ... ~ ~ \ "I' I ;:\~ ~ ~ '\ 'II II / ~ ~. ~ ~"". ~.. .1 \ I I . -t-:\J' '. I.J../Il "/ '''' ~c".-u.r: ... ~ 'it MES _ 4 " ~ ", \ I ) 1 \ 1\ Dt- ~ ',r;!;~,~ / /1 . .!)O -~~~, ~ f ::l~ FOOT (4:1) 24' RCP .... of> , . ~ \ ~ 1.1 . =~ 4\ ~ "" 1);I':fJ _ // l 'J/ ~ :::::=::::: ...lJ:4- ... ,~ ... III .....:;::::::::::::: - ,'~. 14.00 " ~" , ,! ,~r 00 - ~ _ . ,:t- II 1//1. - .~_ L< _ ~ _ ", .... :g 'II', 'll' .... .... I o.:')1;llIII ~. ..... . I ~// ~ .m.r v.. o. \ _ E!IP~ _ _ _". . , . .A1> \ '(J'I Cl'a,. I 4. \ "- - -- - \ · -~, '- , ~ _...... _____ -\ '1Zi.ml r-:=-:"'12J 0 ' 'v \ ff\ ~. \ EOP El.. :0-- JIO<.... - \ \ ~ A 2J.O I .. 4>.... "t~1 .1 C24,' ~j- - ~0 -, ~..... I~::l '. _ E \ >-T 70 ft -20 ~T ~ 'C'INLET <f>' \ ~ \I 4> \ E ~h-- i\"'. ~ _ -- - - \" ~ ~ ;-' I TOP EL 2220 \ STu 1 \'\ \ , . ~~ _ ___ _ _ INV. N 14.70 rooT TY8E 'C'INLE1i~ '" ^ ' '.t., -I"'...j _ _.. TOP EL:<f>' 20.75 \ · ~'" R, - EL ". _ . \,<< tNY. 15.35 ~~ \v \ \., ...t:.: ,~ ,,\ oJ 4. ,"_ _ ~ '-4- ot>~' ~~\_'~ -:..." N30' 48'07'W- , ""., ''1( 4 ~ ~. " , \ or;; \ ... 86.28' I .l~'\ , ~.~ 01 ~ ~!" MES - 2 f 'Ip', , 'i.~ F.F. ~ 15.00 /' /"":-::: ~ \ ~, FOOrd4:1)~4'1ri~ \ I ' '. ~ '7 E , "', ~ ~"" ~ Lu/' __ ___ '"__. ~'---"'~~~' . . .~ INY. "'" I \ ~ , n. ---- .. 3 i '-\ , ~ n. ~ .... r~ . 'W - - "" " .. ....- , ./" " _ ~. I , _.~ -f - -~ ~.- --=-- ~''}.<.J.<JJ././ lIS ~. ,I '. 2 \ 't>' / 9)lP '. ~'fifr, ./ ~"=>3~ - f\ '\ 't ~~ I f>- e- _...... .'*'.... i \ oe" . , ~T TYPE'c' INLEth I . j' of>'~, ,'rI., \ \. I .... ~. _ _ ~ ~ \ TOPEL. <l> 23.00 \ I ';#" ~," \ \ \ \ 'F. 1!' 1 ...... SCS SOILS 24 "C'" .. \ I NV.(NW) ~'14.90 '\;A .!Io1'14'~. ~i) ". j \1\ 25#:.1 ~TYPE 24 --... 1. I =~1O '\., ~' I, I ~ I \' R - 383.,00 ,j) " \\ \" l "':'T I ,,~ r=rr1 / '.\, ~ ;98:80' /" /J1 . 'i!N8. ~ \\:~~ ~~ .j;~~ F.F. I a. 26.00 :'E" _ I - ;:- ','" J \ ><Z~; I STM _ 5 , . ! \ ~ ./ ./ o-? 1" I \~. ,\ JI \ --1' '\ 1 ~"""~ \ ____ ~ FOOT TYPf C INLET ')so /" - - - ., ""........11\ ~ \ .or \ ~ V I"""", ~ \ '<fO ~ TOP El. 24.00 I ~J I~ \ Y 1~ (~ ~ __-..... - l~ , \.' i~:f~l l~:~B \ ~',ti ./STM - 11 ';: ]-?1 ~ '., -~ tJt ~. \' , .',!b ~ }::.<. \/1/ I I FiOOT TVOt:' C INLET \ II \ ",O..ro., ~.' / _ __ .. ~ )\ \ i / ~ El."r. · , ~~:88 \ ~ \II:~ - ~ "\ '-\-'-'-'-'-'-'::.t.,.,~~ ' \ .1\ \1\1\ i \ \;\~~4> l ~/f:LS l))~.oo I ,,:".l< ~ : "'tt. (r~LTFENCE \ \1 \ ~ \ \;1 t.. -~~ ,- - ----- / :. -~ ~\..... ~@ / \ '\ 'I C-'-._ I \ \2~ \ \ , , ~~ ~ Imm. / __ \ \ P -f2lll \ \ \ =.u I ~, \ I op \ 1'- \ ..ll". ~ ' \ \ 1 oIl!l / oj> ~...... 11 - -- ~;- j U7 ~ ~ \ ~ '\\ \. ~~~ ~ ~~ ~rL.~~~ \ ~ . l-~. __ "- --- ..s>", ere. ./ 0; ~t:'" ~ "'-_Afl!t' EOP E~ "- ---::.. - - ~ - -,n'_ ", _ - ..\.lI.l- 0'" 4. 12I ~',. . . \' \ ~ "- ~ - - -=- - -"" - - - -"- -:.... :::....~ .=: ~ ~ ::: ~ ~LT FENCE ,.' , ~.....EOP EL ~ E .L \ ~ _ b1' --- \ ~ i ~, :r\~~ ~ -,,'7 ~. -- \" ~~ 19 I;)'\. ~ J' ~ r-: -yn.99 '),~ \___ ~ ~ ~'~v7i ~~':-S8~: ~.; N ~b . co tf) :2 tf) ~ II F ~ F 1.&.18 z'" ::) "") ------ ;;;;;------- ROAD M - ------ _ O. 419 ------ ---- w s ~ .. ~ ~a~l~ :g~:g~~IOl~~~:g1 ---- - ---~ - t+ ~' E ~~~~~~~~~~~I S EEE83 I o' 60' SCAlE: 1" = 60' I 120' ~~ JtlJtl ~~~ ~~z 8:8:- tf)tf)~ 0::0::0:: ~ ~~~~ ~~~ z ~~~~ ~~~ ~ ~~~~ l'sl's15~ ~ ~~~~ 555& ~ ~~~~QQci'ci'~ ~ ~~~~II~~I 5~5888~~~~~ ~~~~~~~~~~~ !!~!!!!!!!! €.€.o€.€.€.~€.~~~ ~CO"'~~""':2~~""'~~ ~,..........~~.....................~ i! 1O...I"')I"')N.........110 00000000......0 ~ tfl' '\... ~. ..." -->" '),fo , , , , .;.. "';)...' /ORAOE 1;)'" "';)"';). ~ "';).... 1:& 11 23 24 SOILS TYPE:: .1:ftI2. D D A · 8 o~ ~u~ > ~ I--l r ~ rIi U \"....) t.:l z! z I--l !~ ~ ~ i~ U ~-s ~ C\i~ C2 z ~ ~ G~ ~Z ~ ~~: , \ SOILS LINE (TYP.) 1'-0. M1N SlL. T FENCE 1. SILT FENCE TO BE TOED INTO GROUND l' BElOW GRADE. DESCRIPTION 8ASING~R NITTAW PAOLA ~ ~ ~ ---- FLOOD PLAIN: THE FLOOD ZONE FOR THIS PROPERTY IS ELEVATION 16.3. BASED ON FLOOD INSURANCE RATE MAP. PANEL NOl12117C0135 E. CITY OF WINTER SPRINGS. FLORIDA. 4. POSTS THROUGH EACH HAY 2l.t~ ~~ kES TO BE LAID SU BE SIDE. HAY BALE BARRIER --- PROPOSED SILT FENCE 1 SILT FENCE WILL COMPLY wrrH FOOT STANDARD INDEX 102. 2' TO BE PLACE ALONG ALL PROPERTY LINES It ADJACENT . TO RIGHT OF WAY. , , --- WOOD . POLES . \ , _-4. , ----+~ - - t. \r ~\ o \\ \\ ~ \\ 1\ _ ~ \\ \\\, ~ TEMfbS_ ~_AY___ = = = _ -=. \~~ '\ \,' - - - - - - == o \ ~ __=- _ _=- ~ ::I: '.:::;:==;- - - _==- WhI-= (/) \ \ - - = - WhI -=::;::- - \1 , I , --- --- --- -- La.. z 0 ~ a.. :J: w u(/) '-' o:::c." ~ <( z =>Z Q:: <( 0 :J:- -J a::: uS: u.. 0 .. CIl ~ t-(/) <-' z Q:: '-' ~o::: a.. Z CIl -- t-W 0 a..t- a::: <( w I-- a::: ~~ z '-' == .. 3= '-' t- z .~ (/) e::: Cl.. - La.. STM - 4 - FOOT TYPE 'c' INLET TOP EL. 23.00 INV.(S) 17.72 INY.{W) 17.82 , , , ---- --- - STM - 9 FOOT TYPE 'c' INLET TOP EL. 23.50 INY. 19.09 L- 20' UTILITY EASEMENT --- , ~N'( - '00 &I. L\GHT CO FLOR\D~ POWER -- STM - 8 FOOT TYPE 'c' INLfT TOP EL. 23.50 INV.(S) 18.72 INV.{W) 18.82 NOTE:: ALL ROOF DRAINS c!c OPEN AREAS TO BE GRADED a: SLOPED TOWARDS RETENTION AREAS. -- -- --- --- --- --- II 1\ II II \1 II II II \\ SHEET: 6 OF: 1 6 II II II ---- ;;;;;------ C Ra ---- - _____ !4D /Vo _ . 419 ----- ----~--~~~=== --======~ .------ ~--- ---==~-- - ......~~- ---- -- ..--:===~ ----~~-- ~~~~=-- - ---~~~----=- - - - =-- -- --- - ~~ ---:::::::::::------ - ~~ ---- ~::::;-- --:::::~ - --- ~~=-- - ~~=-- ~~ ~--- ---- ---- ------ - ----- --- --- --- --- --- =-- -- --- --- ------- - -~ //\ / \ IrZ I ~. II / /I I I j? s~P' /:j/ / V 4 /~/ ~/ 1Y /#/ ~-P 1T" " ~ "~ -P ~ , -P ~ ~/ ~/" , -P ~ /f 4f!// -P -7' / ?" ~./ / -P ~0 -P -7' './ -P ~ -P ~ -P ~ -P -7' -P -7' -P -7' -P ~/ -P -7' -P ~ -P ~ -P ~0-P ~ " -P -0,p ~ -P -0 -P -7' ,p ~-P7 ~ ~,p ~ ~ ~0 -P -7' ,p ~ -P ~ ,p ~ -P ~ ~ ~"y' ~ -7'/ .p ~ .~,p ,p ~ h-P ~ -P ~ ~ -7' ~ 'l '--14' "- " " "" ~ PHASE, I CLEARING lD(ns \ STM - 2 FOOT TYPE fC' INLET BUBBLE-UP STRUCTURE TOP El. 14.60 INV.(E.W&S) 11.00 --- --- --- --- r- "- I I I \ , \ \ \ \ \ - --18' --- --- -1g' --- J --- --- --- - --- '-- --- - - --- , --- , \ \ , \ \ \ \ \ \ \ \ \ \ \ \ MES - 2 FOOT (4:1) 24- RCI? INV. 12.8 135 LF-6" PVC SAN. .sER'r. 0-1;QQ" --- STUB Ie --- ~, PLUG --- INV. 21.85 "'---. "-- "" \ \ -;y ,," -;3' '-- '- --- --- --- - - - '"" -- --,-<. -- --- - - 65 LF-4- PVC FIRE MAIN (C-900.DR14) -- 22' - - - -- -- , , --- , , STM-2 FDOT TYPE 'c' INL ~ TOP El. 23.0'0\ INV.(NW) 14.90 I \ I / II II _./1 -- ./ /" -- f("./ I I / / \ \ \ 20 LF-6- PVC SAN. SERV. 0 1.00" ;,., C'.J I J , / STUB Ie / , PLUG / \ \ INV. 19.8~ I / \ CLEARING UMns / / / I / ./ I / INV. 19.73 ./ I 60 LF -6" PVC SAN. / '", SERV. 0 1.00" I I /'" I \ I I \ I , ! \ \' \ \ \ \ \ ----- - "" --- \. /" '" ,/ /" \ " ......... - -- ......... "': -.- \ \ ' '1!" '1..'0 8" GATE VALVE STM - 11 FOOT TYPE 'c' INLET TOP El. 23.50 INV. 16.00 II SAN - 1 ::\ \ 1\ SANITARY MANHOLE 1\ \ TOP El. 24.25 INV.(S) 19.94 I \ \ INV.(N.E.W) 20.44 \ >:: I \ \ \:11\ ~~TARy2MANHOLE j: \\ '- - - , TOP El. 24.50 ~ \ I \ INV.(W) 19.40 .'-' \ "--:.. ::: _ _ _ INV.(N) 19.50 120 UTI~ l' ~jMr /" --- "--------=--=-=:.-- ~ // ----- ---::::...--- --~ -- -- ---- - -- - - ~ SAN-3 - -0 LIFT STATION TOP El. INV. (N) INV. (W) BOT. ---- / I ( i / I ( --- \ \ \ I ' I \ \ , ' \ \ , , 25.50 18.78 18.78 14.78 \_-- ---- ~. 20' UTILITY EASEMENT - -- WOOD . POLES . ---- ~ - --- _...- -- NOTE.: , All ROOF DRAINS &c OPEN AREAS TO BE GRADED Ie SLOPED TOWARDS RmNTION AREAS. N'f - '0 '400 LF - 2" PVC FM FLORID.&. POWER & LIGHT C~M~~ __ -- WATER DISTRlBUOON POINT OF CONNECTION CONNECT PROPOSED 8- PIC WATER MAIN TO EXISTING 8" PVC WATER MAIN - - - - --- -- ---- -- ---- -- --- ,EMPLE w",-y -- ---========== ==- ---- ---- OPEN CUT & REPAIR EXIST. SHORE ROAD PAVEMENT EXISTING SAN. MH TOP El. 24.17:t (EX~ INV.(S) 20.03:i: (EX. CORE HOLE PROP. INVE INV.(NW) 20.50 PROP. SANrrARY SEWER POINT OF CONNECTION CONNECT PROPOSED 4- FM TO EXISTING SANITARY MANHOlE N w s EEHB o' l 60' SCAlE: 1" = 60' --- E I 120' ~. N~ . (I') ~ (I') ~ II F!= Vi F!= 1.1.I. z- ::> ..., .. ~ . ~ .. a ~~~~~ :g:g:g:g:g:g:g:gl ~~~~~~~~I ~~ .:d~ ~~~ ~~z 0:::0:::- 0.0.0::: (1')(1')5; ~ ~~ ~~~ g: &:8: ~~~ ~ ~~ 131313! i ~~ 888; ..ccicic u... u...u...i!i!i!i ~2~~~~~~' (.)~(.)(.)ViViViVi ~~~~~~~~ CCCCCCQQ 1.I.I1.I.I1.I.I~1.I.l1.I.I1.I.I1.I.I ~~~O:::~~~~ €.~€.C;C;888 ~CD-~~'C>-~~ ........."~~.,,,N-t2 1O.."'-::::-::::-oo2!i 00000__0 ~om I-fU~ > ~ I-f . 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SHm': 7 OF: 1 6 ~ ~ ~ #----- ~/ ~ ~ ~ ~ ~ >K: ~ ?:f~' ~/ tbt ....Gi ~ ~ . ~t.~ ~ ~ 6~ ~ 27 ~ ~ ~ ~ ~~. ~ ~ ~ ~ ~~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~/ ~ ~ ,~~ ~ ~ h~ ~ ~ ~ ~ ~ 1P ?~ N ----- - - EXISTING FOOT INLET S-125 REMOVE TOP CONSTRUCT STORM MANHOLE EXISTING TRIPLE 11'x10' BOX CULVERT ~ ~ W E s~ rC ~ OAD /Vo o ~ 90' - 6'x10' WHITE SKIP LINE ~ ~ \(\ f'~~ \~~ \ ~ ~~ FOOT STA. 190+68.56 (S.R. 434) FOOT STA., 000+00.00 (S.R. 419) S EffiE I I 0' 30' 60' SCALE: 1" = 30' 419 ~ ~ ~ ~ ~~ , ~ ~ ~ ~, "~ ~ ~ ~~~ ~ '--..... ~ ~ ~~ 22 ~ ~ MODIFY EXISTING STRIPING 23 '" ~ ~ ~ '-., ~ ----- --- ----- -- -- EXISTING FOOT INLET S-126 CONSTRUCT CURB INLET TYPE 7 TOP TO MATCH THE SEPARATOR AND EXISTING TYPE 'E' CURB ECKERDS DRUG STORE /'" EXISTING CURB INLET TOP EL. 23.31 i: BEGIN RADIUS AT END OF INLET ~ ~c: L..)__ CONSTRUCT CURB CUT RAMP INDEX 304, DETAIL CR21 CONSTRUCT CURB CUT RAMP INDEX 304, DETAIL CR21 PROPOSED 10' CROSSWALK EX, 18" RCP CONSTRUCT 100 LF - 3' VALLEY GUTTER _ DENOTES FOOT PAVEMENT AREA 26- i \ ~~ \~. TO FOOT ~q RET. AREA ~ ~ = 29022'09" R = 88.00' L = 45.11' NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE 2000 EDITION OF THE ROADWAY AND TRAFFIC DESIGN STANDARDS AS WELL AS THE MOST RECENT EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 2. ALL DISTURBED AREAS WITHIN THE R/W WILL NEED TO BE REGRADED AND SODDED WITH ARGENTINA BAHIA. 3. ALL STRIPING AND ARROWS PER INDEX 17346. CONTINUOUS DBL YELLOW STRIPE J';, Cr :c. . ~~~ ~ ..1).+ <:70 ~ TO RET. AREA " z co~ ~~ (II . OJ.g ~ FIRST BAPTIST CHURCH OF WINTER SPRINGS 12.0' 12.0' 12.0' PROPOSED 10' RIGHT TURN THRU THRU LEFT TURN LANE RESTRIPE -t:'".:r~=---__ PA~~T____ L ~ ~IST.~ ~'~RB = = = = = 4.0' SAW CUT & REMOVE EXISTING MEDIAN CURB 12" STABILIZED SUB BASE W/MIN. LBR 40 AND COMPACTED TO 98:t OF MAXIMUM DENSITY. " " ~~, ~E 'E' CUR: UNDEVELOPED 3.5" OF TRAFFIC LEVEL C SUPER PAVE ASPHALT AND 1.5" OF F.C.- 6 WITH GROUND TIRE RUBBER OR 3/4" OF F.C.-5 WITH GROUND TIRE RUBBER (MATCH EXISTING). 10" L1MEROCK BASE PLACED IN TWO LIFTS AND COMPACTED TO 98:t OF MAXIMUM DENSITY. 45' FOOT PAVEMENT SECTION CllY P?AVEMENT SECTION 38.5' 11.5' I. we LANES l -I t~=~~==~~.J----rLL~====== ~-f~--~- ~------ EXIST. TYPE 'F' CURB EXIST. TYPE 'E' CURB 100.0' 75.0'f R/W +2.00% C~ 'l.f';).0 C\. {,.\... AS REQ'D _.__) -- - - -- ASPHAL T FOOT CONSTRUCTION SPECIFICATIONS TO BE CONSTRUCTED IN ACCORDANCE WITH: 1. FOOT INDEX NO.301, 2000 EDITION. 1.5" ASPHALT 6" BASE 12" SUBBASE SEE SECTION 'F' - 'F' FOR SPECIFICATIONS FOOT PERMIT 01A-593-0028 S.R. 419/434 SECTIONS 77070/77120 ~. ~~V)2V) ~ II F!=~F &...II z- ::) ., . ~ i .. ~ ~a~~~ ~:O~~~:o~1 222::li::i221 (.)(.)(.)0(.)(.)(.) V)V)V)v)tnv)v) ~~ ~~~ tn~Z ~zi2 s:e:&> V) V) a: a:a:~ ~~ ~~~ ~~ .~~ V)V) ~~~rn a:a: ~~(.)~ ~~ (.)(.)01 ~~cc:i'c:i'~ ~~i!Ii!~ ~~~~~~~ ~(.)(.)ti;ti;ti;ti; a: a: a: a: a: a: a: ~~~ltltlt~ CCCCCCC &...I &...I &...I &...I &...I &...I &...I ~~~~~~~ a: a: a: a: a: a: a: 0000888 ~"'" .....O)~O)~~. ~~~~,~-~ oooo;:;:~= . 8 ~O ~ .....-; U ~ :> ~ .....-; 7" ~ u.i U \..-I Co-' Z~ ~ ~ I~ U ~-s ~ C3~ ~Z~ ~G ~ ~Z~ ~~: 1.L. 0 z :J: :5 U(/) a.. O:::e> ~ ~ :::::>Z c:::: z 0 w :c- ....J ::E u8: ~ w vi ~ t-(/) " z 0:: c:::: a.. ~a:::: a.. ::E t-W (/) c:::: ~ Cl..t- LaJ f'I") ~~ ~ Z ~ ~ . 3= 0:: . ~ ' (/') 0::: - l..&... 'V-v SHm: 8 OF: 1 6 - EXISTING SAN MH- J: (~L 24.17; (EX~ CORf HOLE ~oRg~:l: I (EX: INY.(NWl 2050' NVE LINE INtERIOR 'OF PROP. l MANHOLE W/FlBERJtAsS ..... ::::: ::::::::::== ::::::::::== ~ ::::::::::== ::::::::::== - - "t-::: == W~ - I- L- L- - - - - -r - T - - " EL. 28.0 EL. 24.0 - _ EL. 20.0 _EL. - - - 16.0 - - - - - - - - 12.0 - EL. EL. 8.0 EL. 4.0 EL. 0.0 L- L- ~- 1 T 1 1 - 1 --::;;; . - L..- ~ - L ~ I-.. - - -,- _1.- I '- II 0+00 -\ rn ~ -0 M ~ ~ T T 1 1" - PROPOSED 20' EASEMENT - ISAN-3 MV~srATION - INY. N) ~i:~8 ~IT - 2 INY. ) ~,'ARY MANHOLE ~T. ~ ~.'7788 TOP;:f~EL 2" L~ tlNV. sf ~.50 '1 INV. N' 19:~ . ,_ ._._.....' ._' ~_. 18. " -,-V;U7 --tv "01" 1:) 1 ._iO l.._ ~ ..J- r ...... l~' ~ LIFT STATION _____ - I I. SERVICE ~r----: ~I~ 1M LF-8 STUB & r--: / ~ PVC 10 0 40% 0 PLUG PROPOSED 20' _ lii'iRBI:----.1.,'~. P~" OLF-8"---.. / EASEMENT I \\m!l:lf , l<L , '" 0.40" '\.. " / ,-~O LF _ 1" \ ~ 1\ 7,. i STM _ 8 1/<. ell, ,^p RCP @ 0.30, vi .....J ,; '0 FOOT "'''> "'tl 'f! INV \20 LF 6" F'v' ~ -+- ~ TOP ELTYPE 'c' INLET ''''0 ~ sp LF-S" i>vb9'UN \ sERV. 0 l~or'~ / '?,.> INV.(S) 23.50 Vl ~ ( SERVo I) 1.00" . \ ~NV.(W) 18.72 TlrIJ '\" " /' STUB & 18.82~' \ '--- ~ PLUG ~J I INV. 19.82 ~) STUB & PLUG INV. 18.82 ~..> .a '(l - ~II' - 4 r." :... 400 LF - 2- PVC F\t - - - - - - - , - -' ~ :Zfj~ ,. .. T '\ '\ '\ '\ '\ '\ '\ ""\ "'\ T _.- --- 1+00 2+00 15 ~SA ------- WRV. @ 1.00" ~ V. 20.65, r ~_- 1 ~lftf"ARY MANHOLE INV L. 24 00 ll~:f~E W.\ 19:44 . . ,J 20.44 ---' ~o ~ \ I ~. .~ ......... - -, =-~,~ ~ ::R~R;~~ ~_' - = '\f.y_ --r= = = = '\ II -lX\:t t A - SlrM - 9 ~FDOT TYPE TOP EL. INVI. 'e' INLET 23.50 19.09 . ... - ~ ~ - ---' 1 -- r -. .c- ,...\1 ..".... .Ig ^ t") L. -orE 1'11'1 '1 - -=' - ''\I .. ~ -- ~. 'U l.ll 1 1 0' ~"' U 'II' I - . - ~^ :a1!1 ~ 3+00 4+00 1 ........-r 50 LF - 6" PVC SAN SERVo 0 1 0 . INV. 21.00 . 0% -'- \ 135S,LF-S" PVC SAN ~ERV. @ 1.00" . STUB & PLUG INV. 21.85 -- -.; T. - - - r- 441"\ ...." - ..... ,- .T ~ 5+00 6+00 - .... .-. ~ i1'\T1"r~l- -o".~ ~ :oL - ~ . ~ ~--:-. ... =E -"- ~~ U>~~ / ~ ~~ ., fT1 . 7+00 z SCAlE' 1- 40' '1 -;: HORIZONTAL .~ VERTICAl - EL. 28.0 - EL. 24.0 - - - - - - - - EL. 20.0 - - EL. 16.0 _w ....J l.L... EL. 12.0 0 e::: 0.. - - - - -~ EL. 8.0 Z -:5 0.. - - - - EL. 4.0 - - - cL. 0.0 - - - - - - Q) r~ I ~lt) - II ~~ -'1 i;~~~ ~ II .. ~. s ~~~Ia ~&1~i~ ~ ~ ~ ~I~ ~ i I~ ~I~ ~I~ ~ I ~~ ~~~ ii~ ~~~ II Ii: i i ~ ~It ~ 15l5iooilil 55~!!~ ~~~~~~ IIII!! - -- ~~~~88 ~s~~~~~ ~~~,~gi! I 0 0 61- - GO I I I 1-1-101 ....:l' 0 B ~ui 2:: i[! u~1 z ~ I!~ < ~ E~ U ~ -E" ~ ~ ~.:!. ~z ~ ~~~ ~ Cj i < Z~ ~a: ~ -, l.J... o :I: U(/) e:::: '" C3 =>z 0: ::c- 0 (,) g: ~ ~(/) en i=ffi ~~ ~3: en e:::: G: en " Z 0:: a.. en 0:: LU ~ Z ~ HAY 0 9 2001 ~V trr - sm:T: 9 OF: 1 6 I<E't'ED NOTES rJ1 <D ~PEow.tETER~STDF1~ t- . 1 PROW)E 1 4 WElDED ,., c ~ _ 7 a.OSURE lI'E AT BOTTOM. ~ 9~ -., .. EXPOSED PIPE MI. ~ ~ (i) TOP Of' PA~"ENT. I~. ..."........... (!) 24- DIA. CONCRETE ... I I.... FOUtG\TION. USE ~ i '3> ~ FORM. ... i~ I;!>@ L~~DW&~TOP, i I 5) BOTTOM IHD CENTER. ",... - -- @ SOLID UNDISTURBED SOIL. ELEVATION @ ~TNISH~ lJ) ~~AN~H:ft =. TYPICAL PIPE BUMPER GUARDS N.T.S. CONSTRUCTION NOlES GRADING: 1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR: BEALE SMITH ~ ASSOCIATES, INC. DRAWING No.: CF I 12291 DATED: REVISION DATE: 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. Nff CONFLICT BEMEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. GEOTECHNICAL ENGINEER: SWB ENGINEERING SCIENCES, INC. REPORT No. (S): PN 96-01~.1 DATED: DECEMBER 30, 1996 3. EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING CONSTRUCTION. WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGiNAl CONDITIONS OF THE VEGETATION. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY. 5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFlCATlONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDmON. 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFlCATlONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDmON. 7. ALL FILL AREAS GREATER THAN 12 INCHES IN HEIGHT SHALL BE COMPACTED IN 12 INCH UFTS (MEASURE PRIOR TO COMPACTION) TO 95X MAXIMUM DENSITY PER A.A.S.H.T.O. T -180. 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDmON. 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 10. THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN. 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPNff PRIOR TO BASE INSTALLATION. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDmONS RELATED TO SUCH MEASURES. METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CON- TRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT Nff MEASURES NECESSARY TO PROVIDE PROTECTION FOR EROSION, SEDIMENTATION AND TURBIDITY, CONSTRUCTION NOlES DRAINAGE: 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ST. JOHNS RIVER WATER MANAGEMENT, PERMIT ISSUED FOR THIS PROJECT. 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.OJ. STANDARD SPECIFlCATlONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 3. THE FOLLOWING F.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED THESE P~ BY REFERENCE: INDEX NO. DESCRIPTION 102 SILT FENCES 104 EROSION CONTROL 200 STRUCTURE BOTTOMS ~g~ ~~~~L~~Wo1r;N~~~fJ~l\c~~~8L~r 272 MITRED END SECTIONS 300 CURB & CURB AND GUTTER 500 EXCAVATION\l!-4BANKMENT AND GRADING 600 TRAFFIC CON II'(OL 4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER- LINES Of' DRAINAGE STRUCTUMS AND F'AOM INVERTS OF' HEAOWALLS AND MITERED END SECTIONS. BIDDERS SHALL ADJUST fOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS. 5. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE CASTM C-76, CLASS III) OR ALUMINIZED STEEL TYPE 2 C.M.P. ~~:::~: lEt DErAIL DTL002 FOR ~ , IUIlMD PARKING SlONAGl "-- \ SPlClFlCATIOHS~ - . N>> r 10-...... .1lCI .. ~ I &\ILIa- _ I r-. I Q Q II ' 1\ _ - n\ U-~/ MJ - 7fL-/ r 6"x 6" * 10 W.W.F. 6"~ f--- 1/4" TOOLED JOINT 1" R " V . . 1 . u - - ~ - - - -- - - - ~ - --- -.-- - - - - --;;) . . .1 -I LTTiilllrfl.llml~lli~ml~III~~I~/~. I! .... 6" COMPACTEID J nlll",l. .-'-' AGGREGATE BASE (2)-' 4 Ill- lll~ . BARS, CONT. III I 1 .1 1 I~ '~III==II fL... lYP. BLDG. PERIMETER SIDEWALK I~ 6" pi MIN. N.T.S. 5.0' 3/4. 2'-0" ~~en;:ten . I-: F= (is F= CDZ 1IIII1 ./1/2" R 11111111111 Y 01111/1 ,,':" lA' III .'~.I:~:~.. i: '.'~',: .41' l":~ :':::....:.:;. a ..~:-:.'~'.'. CD /:'::,'l:." .... ./' '.'~',:' ..41' ".;~ :'.: "i'; :'. ..~:.:.'41.(i\ :~j'.~.?::~: I 6. 12" ..... 4. ..... Z .. - ~ .. ~ "~I~ ~~~i~ ~~~~~~i ~~~~~~I ~~ ,.-s .-s i ii55 ~~i ~i ii~ en en ~ ~ ~ 0:11 ~ ~ ~ ~I~ ZZ (.)(.)d ~~0c:ic:i2 ~~~II= 55~ViVi~ ~~~~~~ !!!!!I , CD 21 I L"~.' ~(i('f!~ ~ "_~:'.i~':'" i CONC. PARKING \ REBAR, (2) EA. ~ WHEELSTOP , N COMPRESSIBLE ~ FILLER, WHERE ""'- REQUIRED , N 0. II '0. ~. I v ~ r-- __ ~EE DErAIL DTLOOt \E>' -... FOIt OISAILEO SYMBOL SPECIFICATIONS "- 0. ( " - 1'-' CONC. PARKING BUILDING FOUNDATION . :Z. CD - PAVEMENT ::E / / / / ;~ ~ STAB. SUB. BASE 2.(TYP~ ~II - , . N3: .....:. t~l) (t~ CONCRETE CURB WHEEL STOP NJ.S. -~ -- r-- 1&. _ 1& _ NOTES: N.T.S. t. EACH SUCH PARKING SPACE SHALL . CONSPICUOUSLY OUTUNEO IN ILUE PAINT, AND SHALL. . POSTED AND ....NTAlNEO WITH A I'UliIANCNT. AICM 0ItADI: SION ~ THE INTEltNATJONAL ='''=Ly~r=No~~.'''~ ~~ SUCH SIGNS SHALL. NOT . OISCUD IY A VEHICU PARKED IN THE SPACE. ALL. HANDICAPPED PAItICINO SPACES WST . SIONED AND liIAIICto .. ACCOIlDANCE WITH THE STANDMDS ADOPTED IY THE DEPAlmlENT Of' TltANSPOlnATION. THE CITY OF W1NTE1t SPItINOS DISCOUIIMU VAllATIONS .... THE STANDARD. I. n. DOT IllCOWMENDS MEASURING PARKING SPACE WIDTH P1IOIlI CENTD TO CINTIIt KTWaN -.ut AND WHITI ITIIIPD. I. THIS DETAIL IS PltCMDED TO SUPPORT LDC SECTION 1..4t.1.2 llrAD PAl 3 ~ULTIPL[ ~ "'-- BUILDING ----... I 3'-0" I .. ~ 6- 1.5' HANDICAP RAMP FLUSH WITH PAVEMENT ELEVATION ~: / .~ n, ~~~S8 8~ 0)""'0) ~.. ~~~~~~~ ,..,,..,-........ao~ 000__0 RAMP EL. 0.00 , o I in \/~]' ~ .~ 2 , ~ ~'/ ~ s ,..., I: 8" .1 2.0.~2-1~IREBARS NOTE: ~6~E U~P?TH~N G~RSlg~[ =WWE ~~5S~~PE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6-, UNLESS OTHERWISE SHOWN ON PLANS. ~oB >U~ ~ c...? fl UzE z -I~ ~~ ~ U ~-~ ~ l'i_ 52 z ~ ~~. ~ ~ Cj a ~Zl ~ =-:: Ii ICD q -f-- ..... S/W EL. I +0.50 L ---- ~L// lMQr slW EL. ~+0.501 ~EOP 'CD 5'-0- lYPICAL HAN DICAP RAM P CONSIRUCIION NOlES PAVING: 1. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF WINTER SPRINGS CONSTRUCTION SPECIFICATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSrTlONED TO PROVIDE SMOOTH DRMNG SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD ENGINEER PRIOR TO PAVING SO THAT RECOMMENDATIONS CAN BE MADE. 3. SPECIFlCATlONS FOR THE INTERNAl ROADWAYS ARE AS f'OLLOWS: SUB-BASE REQUIREMENTS: SOIL CEMENT A). COMPACT TO 98X OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM D-1557LFOR TOP 12" WITH A LBR 40 AND FBV 50 PSI. BASE REQUIREMENTS: SOIL CEMENT 6" A). COMPACTED TO A MINIMUM DENSITY OF 98X OF THE STANDARD PROCTOR. MAXIMUM DRY DENSITY ACCORDING TO SPECIFICATIONS IN ASTM D-558. SURFACE COURSE: 1 1\2- FOOT ASPHAlT CONCRETE TYPE S-III WITH A STABILITY OF 1000 POUNDS. NJ.S. FOOT lYPE 'F' CURB NJ.S. MW CUlIIHl ~ GUrD CllIlIllU:lDl r I'" -it~ melus I~ . / ,.ClIlPIMI ,. \/! /' rlt' IIMIIIlIIl ... " -~ II ./ -,. ...-I --!:...j ! 4- -+ '-+ lIa -- r I'" 1- 1.111' I~ ~,. v~ ( ~'~ ,. ~ ~ -L.j 3.1' 3# _oc --- I"" 1.111' ~r~ II' ALTERNATE BID 4. SPECIFICATIONS FOR THE INTERNAL ROADWAYS ARE AS FOLLOWS: SUB-BASE REQUIREMENTS: UMEROCK A). COMPACT TO 98X OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM 0-1557) FOR TOP 12- WITH A LBR 40 AND rev 75 PSI. BASE REQUIREMENTS: UMEROCK 6- IN PARKING AREAS, 8- IN HEAVILY TRAVELED DRIVES A). COMPACTED TO 98X OF MAX. DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (MSHTO T-180). SURFACE COURSE: .! 1 1\2- FOOT ASPHALT CONCRETE TYPE S-III COMPA~ TO A MINIMUM OF 96X OF THE MARSHALL MAXIMUM LABORATORY UNIT WEIGHT. 1.117' -- BLUE ~~~ / ~ WHITE P / cJ:: . (/) lL. --.J 0 E3 ::I: Q w U(/) '-' e::::C) ~ <( :::> z c:: Z 9 <( ::I:- u8: u... e::: .. Q (/) t-(/) ~ ~ z ~e:::: 02 '-' 0... (/) z t-W c:: Q O-t- La.J <( ~~ !z e:::: ~ '-' 3= .. ~ '-' Z ~ e:::: - a.. u.. , CD .1 ..... LOCATE SIGN 0 C AND HEAD OF EACH HANDICAP STAlL SIGN ON EACH SIDE OF PIPE WHERE APPLICABLE FOOT VALLEY GUTTER -- FOOT SPECflCA11ONS: 1. 3 1/2- TYPE S-I ASPHAlTIC CONCRETE 2. 10. COMPACTED L1MEROCK BASE 3. 12" STABILIZED AND COMPACTED SUB BASE. , CD I .~ ---- - 2- x 2" DIA E-~ - STEEL TUBE EXTENDED INTO CONC. FILLED I I PIPE I I -n I I W . CD 1 N r FINISH I GRADE 12" DIA. CONC. FOUNDATION, 6- BELOW FROST LINE 3 FT. MIN. BELOW FINISH GRADE . CONSI'RUCI1C* NOlES EROSION a SEDlMENTAlION CONTROL.: EROSION/SEDIMENT <CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTIATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. ON SITE WETLANDS. STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTCOR SHALL PLACE STRAW. MULCH OR OTHER SUITABLE MATERIAl. ON GROUND IN ARW WHERE CONSTRUCTION RELATED TRAFFlC IS TO ENTER AND EXIT THE SITE. IF lI'HE OPINION OF THE ENGINEER AND/OR LOCAl AUTHORmES EXCESSIVE QUANTITIE~S OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL DRAINAGE OR BY VEIHICUlAR TRAf'flC. THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. CONSTRUCTION SEQUIENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM WATER DISCHARGE PfOINTS. 1. CONTRACTOR TeO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED. 2. CONTRACTOR TeO CONSTRUCT POND AND CONNECTING DRAINAGE OUTFALLS AT INITIAL STAGES OF CONSTRUCTION. 3. ALL GRADING CDPERATlONS SHAll BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETE. I I I I ~ I I ! A I TLTT 1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHAlL ALSO BE CHECKED AFTER RAINFALL EVENTS f'OR EROSION PROBLEMS. 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED, TO MAINTAIN DESIGN CONFIGURATION. ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. 3. MOW RETENTION AREAS REGULARLY TO t.tAINTAlN WEED AND OVERGROWTH CONTROL. 4. INSPECT RETENTION AREAS PERIODICALLY f'OR ACCUMULATION Of' DEBRIS AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND CONVEYANCE SWALES. 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION ARE. THE RETENTION AREAS SHALL PERCOLATE STORED WATER WITHIN 36 HOURS Of' THE END OF THE DESIGN RAINFALL EVENT. BOTTOM MAINTENANCE SHALL BE PERF'ORMED BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES Of' RETENTION AREA BOTTOM MATERIAl. AND SCARIFY EXCAVATED BOTTOM. . B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO DESIGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. HANDICAP PARKING SIGN N.T.S. MAY u 9 2081 :wV -'r-or 88m: 1 0 OF: 1 6 . Ir ~ 11 1;= 1;= i::::::; IJIDT~I OF W,"II'( i I Jr 0 1 ~ I!:==; +t - 6- STRUCTURE NUMBER A-. TOP OF SKIMMER EL. ~ ;TOP EL. I' SLOT EL. (WIDTH) ;~ BOTTOM OF SKIMMER EL. ~ ORIFICE INV. (1&) 'V A-. BOTTOM EL. 'V FIBREGLASS SKIMMER 3 7 18.70 19.00 17.70 18.00 15.95 (0.3') 15.70 (0.5') 14.95 14.70 14.60 (1 .25 ") 14.60 (1.2") 11.90 11.90 4- CAP ~ - -c~ ....... I~ 4"x4' PVC TEE ORIFICE ~ wi DIAMETER DRILLED IN BOTTOM L 4- CAP STM 3, 7 DETAILS F.D.O.T. MODIFIED TYPE 'e' INLETS 4" T~?8~ t6~CRETE 4 - X 8- X 16- CONCRETE BAFFLES \ EMBEDDED IN CDNC. ~ -'. /1.: :.';j.::l/j.: :.";j,: ..';J..'/j.:..;!.., :......,.... ';,0 IIlr ~ .:' :"'::':.:'.~~';~?::";'fl'::":' ~:1 ;';'::d,~~..;:.;1.;:':.::;:}tO g 0 ~ . .~'.:,:'f!,,:,:,:,:":':~','<1, ,,<1. ;':', : '.' . .' . 'lJ... ..... ..' ~ 6- HIGH CURB VARIES '0 &0 [ CONCRETE SPILLWAY DETAIL NJ.S. \.~SllIf: u _ \ 1.0' \ 'yARIES -.. ..,.. SOD LIS ,--s,,!' '10 20 1.1. SIIlICS ~_ClIl ,..~ -1 (;Z ~~: I ~.~_.~ ~ ~ :Sf~ ~i- ~i- r--- r- ~ A ~-lt L~ ... 1.5- ASPHALT 6- BASE 12- SUB-BASE ~ ~ ~i-'" ~ ... ~ ... U"" H Joo( Joo( ~ ll'" __K~ i-'" [)-o ~ t"(I\'P.) CllII'IlCI' _ '10 _ -. DOelIY NIIIllO T-110 CllIlI'IlICf_1O _ -. DOelIY NIIllll T-110 SECTION A-A FLOW DISSIPATOR DETAIL N.T.S. CONCRETE TO BE 3000 P .5.1. PRECAST OR IN PLACE SHOP DRAWINGS REQUIRED 'yARIEs.. - SOD LIS _ 44.0' _ PARKING & DRIVES F.F. EL 25.00 ~ '''''"''''"~ l / / / ~ARIE~ 32.0' 32.0' S' 5' _ PARKING c!c DRIVES PARKING c!c DRIVES SIDEWALK SOD LIS __....,lllIlIllIln AS SHOWN~ AAS SHOWN ~ J"IIIIIIIIIII F.F. EL 26.00 y '\[ - l / / / J L../ 1.5- ASPHALT 6" BASE 12- SUB-BASE 1.5- ASPHALT 6" BASE 12" SUB-BASE SECTION -D- - "D"I N.T.S. .~V?(/)~(/) cD~F!:(/)F!: .... - .... Lo./ Z " ;:) ~ "')"i:z:i t2 C-' ~ ~~~! Lo./ SOD - LANDSCAPE _ 3 .... 0:: lt~ i5~ c~_ I~ ~ Lo./ ~ (/) (/) (/) (/) (/) sa sa sa (/) I ~ ~ ::J F!: F!: F!: F!: F!: ~ ~ ~ F!: IJ VARI~ ~~~ ~~~2~~~~21~ ~ ~ ;:) (/) (/) (/) ~ (/) (7) (/) (/) ~ II~ STABILIZED STAB. 0)-1- :II; _ 10' 22.4' _ 1.2' VAA. 12' 22.4' _ 10' ....J (/) ... ""iu"'NT ..,.. - - ~ (/) 8 ~ Q Q II ~I . -tst.I'(M z .... ~ t::: t::: II11 BERM fa a:: 2 .rtl .rtl (/) I II CCO_ " 11 .1111 \7BERM EL. 18.60 ~ ~ z L- 1111 \7BERM EL H 10 \7B RM EL. 18.10 \7BERM IEL. 18.60 ~ ~ ~ 4(MAX ) 111111111111111 . . 11111111111' e; e; 0:: . 11'11111 \J 10(~ YEAR/2~ HR EAK ~TORA~E EL. 17.~5 1111111111 1111111 0:: 0:: ~ I1III11 \J 25 YEAR/24 HR P:AI< SlORAGf- EL. 17.62 1111II 4(wi~1111 ~ ~ ~ ~ ~ ~ ~ 1111I1 II111 If g: g: If ~ ~ ~ .11111 \7 CONTROL WATER EL. 14.60 I11II1I ~ ~ ~ ~ ~ ~ ~ !! 1L 111III 111111~1 ~~~~ uu~i; 4 (MAX.) 11I1I II1I 4 (MAX.) ~ ~ ~ ~ 0 0 ci ci ~ I " \7 EL. 12.0 II 0 0 0 0 1111 ~ I I ~~~~~~~~~ 1 L I I 11 u u u u tii tii tii tii tii I I~ 0::0::0::0::0::0::0::0::0:: 2 I I 2 ~~~~~~~~~ I ccccccccc I I Lo./Lo./Lo./Lo./Lo./Lo./Lo./Lo./Lo./ I""""d \7BOTTOM EL. 6.0 ~ ~ ~ ~ ~ ~ ~ ~ ~ - - SOD - LANDSCAPE - .... _VARIES_ """" - VAAIES SECTION -A " - -A " ~~~~~~~~~ ~....~,....pt')O)o,....... ~,~~,~~~,!~ o~oOSC;::::~I:::i N.T.S. 5.0' ""SIDEWALK ~oB ~u~ > ~ u c?; Z~ Z ~ ~~ <r: ~ I~ U ~-~ ~ ~- ~Z~ ~G~ ~Z~ <r:~: ~ P/L !UILDI~G 5.0' ~ U Lis .... - - 25.0' RIGHT OF WAY F.F. EL. 25.50 F.F. EL. 25.00 ~ 11//l/ll/lll1n I 7 / - ..... F.F. EL. 26.00 1111111111 111111111I ~ 1/11111111111 EX. GRADEZ _ -111 I11I11I -- -- SECTION "E- - "E" NJ.S. / I.&J SOD - LANDSCAPE _ ~ - 0:: ~z ;:)0 cc~ c~_ ~c;:l~ I:::ic::J IADI ~8~ V..(\f'I~ ~ ~ ~ - - - Q.. ~~:::> STABILIZED STAB. q I- _ 10' 24.0'._ 12' VAR. 12' _ 24.0' _ _ 10' _ Vi 0 ~ - - MAl NT. BERti ~ 5? ~ ,'11111 BERM ~~S 1 1 ~III \7 BERM EL. 19.00 \7 B RM EL. 1 B .50 \7 BERM I EL. 19.00 4(MAX) 111111111111111 \7BERM EL. H .50 111111 . 11111111111 t""'7 1 01 YEARI12~ HR lEAK ~ TORA ~E EL. 18.3 I 1111111111 III I v III 1~ 111111\/ 25 YEAR/d4 HR P:AK S"ORAG EL. 17.97 1111I1 4(MAxJ'1111 III1 1III 1111I11 'V C:ONTROL WATER EL. 14.60 I11III11 1LIIIIII 111111~1 4 (MAX.) IIII1I1 IIII11 4 (MAX.) I \7 EL. 12.0 'LII 11~1 2 II II 2 '111111111111 'V BOTTOM EL. 6.0 - .... .- -... SOD - LANDSCAPE - ... 44.0' - PARKING & DRIVES VARIES_ - ..... .- ~ VARIES SECTION "F" - "F- N.T.S. PARKING & DRIVES _ VARIES """1""" """'-- ~ 6.x16" CONC. CURB ~ 1111111111111111 1 L 1111111111111111111111111 5 r / / / 1.5" ASPHALT 6" BASE 12- SUB-BASE SECTION -B- - liB- NJ.S. (/) l.J... -' 0 ~ :c Cl w (.)(/) O:::~ <1- '-' ci <( :::> z 0:: z C) <( :c- _J ug: u._ a::: .. P/L 0 Ul t-(/) ~) ~ :2= ~o::: Q: 20.0' 20.0' J 4.Q' I J 4.Q' 20.0' 25.0' _ '-' Q- - Ul - .. PARKING - - GRASS"'" - - z b:w DRIVE - 0:: I PARKING Cl <(..... u.J F.F. EL. 26.00 AS ~~ AS SHOWN SLOPE TO NAT. GRADE <( t-- ~ ~OWN a::: CD~ 2= 1111111111111111111111111111 ~ ~ I '-' 3: 3: t 11111 ----c .. In l ~~ 6" RIBBON CURB - -- '-' \ \ z ~ 0::: - 1.5- ASPHALT a.. l.J... SECTION "c" - "C 6 - BASE 12- SUB-BASE N.T.S. . ttAy u~ v-r SHm: 1 1 OF: 1 Cl <S ~~ v ~ 'ARBORTIE' 50FT ME51-1 TREE TIE o USE A SLACK NON-SLIP KNOT (eoHLINE OR EQUAL) AT TREE @ 3' X &1 LODGEPOLE PINE STAKE @ @ ... HATERING BASIN @ o ~~ ~ (A) ~ !) 1U ~,~~ \::::::(1):;:;::: m- IT~ ~lllI ~ :((~{~II [I] J rill! \:::I ::.:.:.:.:.~:.:. ~ = ,=,,'~'i!:: It lllI .................... ...".............. """............ =.........................:.......... Ull=tW @ ~ TERMINAL LEADER- DO NOT PRUNE ~\~~o~O ~~ \,.f: ~~~~Q.0~~,..\~ ~~\~~~,..~~~ ~~ 1~"'\~~~~ ",\0 ~ ~~~ \ i~~~ "'\~~~: ~ ~~ "'\~~~~~\~~"'\~ ,,\~. \ 2> \; ;\ \~~ ~ ~~ "'\ Y' 10~ ~ ~'f...''8 ~ O-r ~ -r . ,0 -\' ~~~~~~~ ~~\t~~,..~~ ~O \, r\~ ~ ~,- ~. ~( TABLET fERTILIZER 3' DEEP PLANTING BACKfiLL ROC7T'8ALL- SET TREE VERTICAL AND PLUMB flNI5fot GRADE UNDI5TUR8ED eolL COMPACTED FILL 2 112' -3' MULC~ ~~ ~ ~ CLE VISUAL SOD TEMPORARY TREE )ROTECTION BARRICADE NOTEI ALL TREES SHALL BE SI MIN. fROM PAVEMENT fOR TREES Lf5S 1lIAN & fT. 1otT. USE ONE STAAE FOR TREES & fT. TO 12 fT. lofT. USE TWO STN::.ES fOR TREES 12 fT. TO 1& fT. lofT. USE fOUR ST AAES FOR TREES GREATER 1lIAN 1& fT. lofT. USE DIAGONAL GUYING TREE PLANTING DETAIL PLANTING NOTES @ THICE ROOTBALL DIAMETER @) <D G) @ @ e I. ALL PLANTS SAALL BE GRADE 'FLORIDA NO. I.' 2. ALL OPEN AREAS SHALL BE SODDED ~ITH ST. AUGUSTINE IFLORATAMI. 3. ALL PLANTS SHALL BE MULCHED ~ITH 2 112' TO 3' SHREDDED PINE BARK. 4. THE ENTIRE SITE OTHER THAN DESIGNATED ~ETLAND ~ILL BE IRRIGATED ACCORDING STANDARD PLUMBING CODE AND FLORIDA IRRIGATION SOCIETY RECOMMENDED STANDARDS. S. ALL PLANT NOMENCLATURE IS IN ACCORD ~ITH 'STANDARDIZED PLANT NAMES'. ,. PLANT SIZES ARE AS DEFINED IN 'GRADES AND STANDARDS FOR NURSERY PLANTS'. 7. PLANT IDENTIFICATION REFERENCE IS 'HORTUS THIRD'. e. REMOVE ALL GR~ STAKES, TAGS, RIBBONS, OR LABELS FROM ALL PLANTS. q. ALL PLANTS SHALL BE CONTAINER GR~N. 10. ALL TREES SHALL BE PLANTED S FEET MIN. FROM CONCRETE STRUCTURES OF ANY TYPE. II. ALL TREES SHALL BE PLANTED S FEET MIN. FROM RIGt-IT-OF-~Y OR PROPERTY LINES 12. ALL TREES SHALL BE PLANTED 10 FEET MIN. FROM BUILDINGS. 13. ALL SHRUBS SHALL BE PLANTED 3{, IN. MIN. FROM BUILDINGS. EXISTING TREE LIST APPLY LINDANE OIL BORER TREATMENT T~O ~EEKS BEFORE CONSTRUCTION DISTURBANCE AND FOLLOW-UP TREATMENT AGAIN SIX ~EEKS LATER. .- EXISTING TREE CANOPY PRUNE PER NATIONAL ARBORIST ASSOCIATION PRUNING STANDARDS FOR SAADE TREES . AMERICAN NATIONAL STANDARD FOR TREE CARE (ANSI Z133.1 AND ANSI K300 STANDARDS) ALL PRUNING SHALL BE DONE UNDER THE DIR_. ._n Of AN ARBORIST CERTIFIED BY THE INTERNATIONAL SOCIETY OF ARBORICUL TURE A LIST OF LOCAL QUALIFIED ARBORISTS IS AVAILABLE FROM ISA AT TELEPHONE NUMBER (217 )3SS-CMII OR ON THE ~EB AT HTTPIII~~~.AG.UIUC.EDU/""I5A INCHES SIZE TOTAL 4 11 (, 53 & 2(, 10 41 12 23 14 1 I' 1 16 2 24 1 43 1 ACER CINNAm1UM RUBRUM CAMPHORA 2 3 2 2 4 1 1 2 L1QUI DAMBAR STRACYfLUA ( ') t>1 ) ~~ -' \ 6 ~ /' J~ ~I'" ,. \, MYRICA CERlfERA MAGNOLIA GRANDI fLORA , 4 PINUS ELLIOT II 5 , , 13 12 3 2 1 PINUS CLAUSA 3 12 5 3 QUERCUS LAURlfOLIA CANOPY DRIP LINE .-- EXISTING GRADE TO REMAIN UNDISTURBED TEMPORARY BARRIER 31 I-IT. UNDER DRIPLINE AND ,I MIN. FROM TREE ENCLOSE SOl OF THE AREA UNDER THE CANOPY ,I POSTS ,I O.C. AND ORANGE BARRIER FABRtC CONTACT BUILDING OFFICIAL FOR APPROY AL BEFORE REMOVING BARRICADE. TREE PROTECTION PLANT LIST 'AI WAME' IC.E'Y TREES AR ACER RUBRUM L1Q L1QUIDAMBAR STYRACIFLUA QL QUERCUS LAlJRIFOLIA GN QU~ VIRGINIANA Sf SABAL PALMmO ~ CHINE5E~ ~ lM.T ~ LI LAGERSTROEMIA INDICA ~ ILEX rJQAr A '~T PALATU' IVN ~~ VOMITORIA 'NANA' RI RA~1OLEP15 INDICA VS I'" VINe . ~ LEGI~~ I( tJAMF I SI1F t:lJAN RED MAPLE AMERICAN SNEETGUM LAUREL OAK LIVE OAf: CABBAGE PALM ULMUS PARVIFOLIA CRAPE I'1Y'RTLE - .:...;. CAI ATl"A ~ I Y 2 112' DBH 2 112' DBH 2 tl2' DBH 4' _'I DBH 121f "~20, 2 112 DBH 30 GALLON I In'-I YA' 3 4 3 " 47 2& II & DHARF 5HILLI~ Y AUPON INDIAN RA~IOLEPI5 (HAWTHORN) 3 GALLON 3 GALLON ~ t:AII~ I~--=a;;a 1 I t:AII~ I QUERCUS NIGRA KEY o ~ V @ .." ", I, ':. '0 t, I, \~~~XZ~~~~~::. (f o o (0 o ~ I a.rr v WTU 121-141 X ,1-71 10'-121 X 51_,1 121-t41 X ,1_71 ,,1_1&1 X &I_ql 10' - 121 x ,1-71 ,1_&1 X ,1_&1 &1-10' X AI_;I 21' SPREAD ~~.SPREAD ~ MIN. 1otT, I 1&' UT. ~P r~ ~~ )14 E 1 0 PE 8 PE ) - .12- P E 10 Sf 10 PE 10SP J.nnr ~8QV~. Fi:::- @1J~<<P ~ ~ "'"- 8QV ~ , \. -; - ~ } _( ~G 10h- I-I ~"'''Tl I I I ~ ~~L/ i~C Q @..J6 V 1~. 14AR .~A~ \ !3Pf \ \ 6\Ar- 0.-1 I ~ ~ \ \ \..-i T \ \ '( E Q~ \ ~ x. \ \ I' (I 1 ~ ~ R \ \ \ 1-' 1 0 QV \ \ \ \ I ;iIII~ ) ~R ~nj...J r~AR I tr k1 J ~ ~ \~ll \ l--1 -c ~ ~ ~V '-/ -=r EE PER 1S LF D ~, \ TR S TREES REQU\RE TO REMA\l'ol 371.q~ Lf ;\..U5 E)(\5T\l'olG TREES 1 TREES PROV\DED SCALE I~~ 4OV-~ ~ \)~~' , , .. I , ,-., , \I...... " . '...................... ........... ........ "-"'. I ~ ~- ...--:. ROTEC ALL EXISTING TREES AS. IS FEASIBLE l\ Gs I ---- ~u (38 \ v ~P ET' . .._ V ~ If:o'l WETLANDS \::/ 6 QV~@~ - ~ G'" 12 V (f;pVf?>pv I [\ 25' U~D BUFFEV.CJC7 6 QV --<~ (6'pN _ C1MN ~ I--.. EXISTING TREESe: (~ ~..;;;;:, TO BE RETAINED ~y <!Jv1G ~ ~ ~V U~u (91G OG 'NEl U RE1EN1\ON OG @JL O1G ~L ~ o ~EDGE (!;V @V 6 QV o 0JV RETENTION AREA ~C U 8QV 8 QV Cl -- @V (!pY o \ By ~4 @)V ,A "-- ~ t:\ (7'f:1Q0 I I \ I 10CY {' I\v ~--''''r \ II 1_ ~~~~\" \' 6 bC \ \ , I \ E QV - \, 8QV E J. _( ~ ~Mf 12P~ .n _ (~ ~ ~ ~ ..II. -- .. :". to ".:. R):':.;.,.:.::;./) ",./,\,-0':';' (\ .;.;.;;.... \\ €) 6 10. 10~~ I "\\ \ \ '- .1 P~ \ \ 10 PE..d ,. V 1 ~ QV ;tQ'I I o ~ 6 QV 2 V ~ ~ \ \ ~ ~ \ j 1 ,,)1 ~~ ~ 4 -- 6 PC 6P - "D'e:: ~ "'- J \ - @ . ~~C e~ .~~ 4{" ~ ~'-"'" .._~ ,; \1 ..".". 0, .0 -~ ....:..:..:.... 'A, ..;.,::.,......:.'.4:;. .0 '"" . :.~:;..., 61C )~E .,V ....- @3E E S C 6 PC QUERCUS VIRGINIANA 1 20 10 1 q 3 I 2 1 1 SA8 L PAll' ETTO ., ~ .c ~~~ ~"rF ~~ ~~ COURT YARD 8 PC 8CJ 8 PC I' 6 PC ~ ~C 2J ?JC I... ..J~F 1 Oy- ~~~. :.;I J~ ~~PE ~,i 1 2 P E NEl E EN1\ON 10 SP l 12 QV 8 QL (f LS !f , 4 PC \(.~ D~~ ~ Iq ALL VEGETATION OFF SITE TO REMAIN UNDISTURBED /$ .y~~ ~ ~ N ~ s ~~f ~~ ;:/ ~ l\i\21 E r 0?~::2'~~.y~ N~ ~jJ' OPE ~b ,() ~ ~~ {>.~ ~~ ~/ >s /"70. .)--0 10 P EXISTING TREE~TO BE RETAINED ~ )--~~~-'Y~ ~. ~ ~ ,.f.. -- %l~'s ~~~ ~~ ....., I \ .:' IU LIVE OAK - QUERCUS VIRGINIANA - 2 1/2" CAL.?/'IIf; ~~~~ C> )'0 .'L ~ ~ )--~ ~ ~<t (:E. 14 PE ~~~b \S' ~ o ~~'Z ~q, - (f 6 S ,... 6 PC 1?1( '-- \ 10 S ~ 1 LS ~ '-.~ 1 Ji~ \ ~ 'r~.l \ r>fJ ~ <~ o SP - 1 J ~ I - I - - 10 SP 8 PE -1 10 SP C~INESE ELM - ULMUS PARVIFOLJA - 2 1/2" CAL. ~ V ~ 5OUT~ERN MAGNOLIA - MAGNOLIA GRANDIFLORA - 41 CAL. r'"(< ~~OO i'---/ CABBAGE PALM - SABAL PALMETTO - 121, 1,1, 2011 I-tT. CREPE MYRTLE - LAGERSTROEMIA INDICA - 2 1/211 CAL. RED MAPLE - ACER RUBRUM - 2 1/2" CAL. 1 LAUREL OAK - QUERCUS LAURIFOLlA - 2 1/2" AMERICAN ~OLL Y - ILEX OPACA - 2 1/211 CAL. , '- S~EET GUM - L1QUIDAMAR STYRACIFLUA - 2 1/2" CAL. \ \ PARKING LANDSCAPE REQUIREMENTS 1 TREE PER PARKING ISLAND \ \ - GUY' 4 DIRECTIONS .. STEM CUP LANDSCAPE SITE PLAN 3IO.C. 3IO.C. ~I nr.. I?' nr.. ~ )- - -z. ~ \- ~~ ct. ~~ \1\' a~~l u.l<(<( e~~,&~ ~a~4.0 a~O~\- \1\ \--z.~ Cl~~Q.O ~lli~~<G Cl~O- ~\-r-u-O o ,\'(Or- ct-'J u.l\\~ro~ 0- u- \j) U.1\'-: \tl~B~5 ~cr- r- (f\ +\ ~ 0- -~~6~ ~ -z.' -"Z ~i: o u. -z. - ~ u.1 e ::t NORTH I , <( --.J (f)' as <( - = bUm ~~~ CD ~ 00 .- 0) -b :; ~ ~ ~ € 8 (f)QjCl) ~f'o~o ... a ~V~O .>:c ~ ~ ~@::S ~C~\Ob..s:: O <C CD'C: -- V () . >Of'o"-'~O o ~<CU:~::;E]Z ~ ~ a"-'~ ~ . U) CD~~~a g · 'g.sc.oO::;EQ:: 2~~.e=~~.g o C ~ ~~ .- co'- ~ N~ ~ ..Q 'r' lJ... :J ~ o 0... I zO ~~ --II (lO Wt- (lU) ~i= O{l U)~ nra Zt- ~U) --Ill{. - LL <t: o - ~ a --! LL - (j) " z ~ (L (j) ~ LU t- z - ~ DATE: DRAWN BY: REVISIONS: 1210CVQQ P.M.D. I. oq-20-00SITE CHANGE 2. 01-06-01 COMMENTS 3. 03-~-Ot COMMENTS L -1 .2 OF 2 IRRIGATION LEGEND KEY DESCRIPTION P.O.C. POINT OF CONNECTION- IRRIGATION METER INSTALL BACKFLOW PREVENTION DEVICE IN S~RUBS 'RAINBIRD' PVB-12S ~ ~ ELECTRO-MEC~AN ICAL CONTROLLER 'RAINBIRD' RC7C with AUTOMATIC RAIN SENSORIS~UT-OFF INSTALLED 2 1/2" CLASS 200 PVC IRRIGATION MAIN 16" COVER -- ",',',',',',',',',',',',','.1 CLASS 200 PVC SLEEVE 24" COVER CLASS 1'0 PVC LATERAL LINE 12" COVER s PRESSURE REGULATING ELECTRIC CONTROL VALVE IN BOX '~ARDIE' MODEL NO. 100-I.S-0RM-100 (ANGLE MODE) o POP-UP SPRAY ~EAD 'RAINBIRD' 1600 SERIES-12' RADIUS o POP-UP SPRAY ~EAD 'RAINBIRD' 1600 SERIES-SST lEST o GEAR DRIVE ROTOR ~EAD '~UNTER' PGP (NOZZLE SIZE AS NOTED) ~ ~ ZONE DESIGNATION ZONE VOLUME DEMAND (IN GPM'S) o PRESSURE COMPENSATING BUBBLER 'RAINBIRD' SET TOP OF ~EAD FLUS~ WIT~ TOP OF SOD 1.\1.1.\.\../ J.l1tu..\"n. FINIS~ GRADE ~____ MODEL PGP GEARED ROTOR POLY ELL "1: J / Ii b POLY PIPE (LENGT~ AS REQUIRED) '-U POLY ELL DL PVC TEE I I ~ L PVC LATERAL LINE p GEAR DRIVE ROTOR NO SCALE ~- NOZZLE SIZE TO PROVIDE OPTIMUM COVERAGE ~eJg~ I~F,r.t1f0p;P&N~b5R APPROVED BACKFI LL FIXED SPRAY SPRINKLER BARBED MALE ELL ~V J FLEXIBLE PIPE Vg , J ~LAT,ERAL PIPE . LATERA~TEE P POP-UP SPRAY ~EAD b NO SCALE ~I i~~ ~; ~ ,-- ELECTRIC CONTROL VALVE ~~ - J / ,- SET LID FLUSH WITH TOP OF SOD OR MULCH ~J-~~A ~ /~. / ", JC <l (Ji T le: II L ~ · 'J J / Tc=J .. /1 j I ct. CENTER BOX OVER VALVE PLASTIC VALVE BOX WITH BLACK COVER CONTROL WIRES TO CLOCK P / PVC LATERAL LINE I TO SPRINKLERt ANGLE VALVE: SCHEDULE eo PVC NIPPLE MAIN LINE FITTING MAIN SUPPLY LINE PERMEABLE FILTER FABRIC - (WRAP AND DUCT TAPE TO OUTSIDE) r BRICK UNDER EACH CORNER (4 REQ'D) LJ ~ NO SCALE ~ ~::;ii""" ~ ~... y ~ ~ "... ~ ~~ , ~ ~ ~ ~ ~~ ~ ~ ./ ~ ~ ~ INSTALL PER MANUFACTURER'S INSTRUCTIONS FULLY EXPOSED TO RAINFALL ON EAVE AND ACCESSIBLE FOR ADJUSTMENTS S~UT -OFF DEViCE NO SCALE - - - I ~ I o \~ CONTROLLER NO SCALE - ~ .. ,.,~~ !!I! ~:~ c ~ --r- o~ \jo BACKFLOW DEVICE NO SCALE , @ TES ~'" f// I. PLAN 15 DIAGRAMMATIC. ~~PEI EQUI~MENT~ VALVES~N ANTING AREAS RATHER THAN PAVED AREAS. 2. ALL EXPOSED PIPES AND BA PEVICE BE PAINTED T (DULL) BLACK. 3. ADJUST EQUIPMENT AS NEEDE ~O '~ OVII?~IFORM AND APP~ RIATE RATE OR WATER APPLICATION. 4. ADJUST EQUIPMENT AS NE E \.0 I ~I"''' /, OVERSPRAY OF F~~CES, WALI<5, WALLS OR DRIVES. S. AT NO POINT IN SYSTEM 5H ., t'TE~~,'~ EXCEED 7 FPS. ,. ALL WORK SHALL BE DONE Iv NG TO MANUFACTURER'S SF1fCIFlCATIONS AND ACCORDING TO FLORIDA IRRIGATION IETY '5 ~ RDS AND SPECIFIt":A 1:f"\0 -r-Iln,", ~.._ a...r _ IRRIGATION SYSTEMS'. \ } /' ~ ~ ~~G \D ,~:----- \~~ --= ~~ - \ -@ - , \ -- - - ~ - - \ ~ ~ \ ~-\\ ,\~=-~ \ \ \ - ". I~~\ 1 - @ , @ -@ 1 \ - - @ - @ ~ ...J, I - - -l ~1 ( @ '-. I @ @ - @ r ~I ~ \ (j;) @ \ @ ~El , E EN110N @ ~ ~ ALL VEGETATION OFF SITE TO REMAIN UNDISTURBED @ .J @ N @ @ <r~ ~~@I ~ - \ \ .... - IRRIGATION SITE PLAN .-1 @ @ @ ~- ~ - I ETI kI\ .....,- .- WETLANDS FLAG LINE EXISTING TREES TO BE RETAINED -- ------------- r--- ~~ <C -.J (j) t) <C - =lQ bUm ~~r0 Q) ~ 00 ..... en :::NO'\\O:c!O ....n :J M 0'\ I t 0 (f) c1) en ~ t'-- (ij 0 - ~ ~~~O .> :c ~ ~ ---@:S ~c:{g\08;..= o <( ~.~ ~ ~ ~ 0 O ~ <( u:: ~ ::;E "0 Z B~~--~] . CJ)Q)m~QQg' . -g .E Q. 0 0 ::;E e::: '""= j ~ Q) 0:= ::;E ~ .g .:::::::. 0 C ~ ~ d . i: (0'- <~o N~ ~ - ~ lJ... :) ~ o D- 25' UPLAND BUFFER ) ~~ ~ COURT YARD 1 \ - --- ~ -~ ~\ , - @. -- @ \NEl RE1EN1\ON RETENTION AREA @ @ @ @ @ @ - \ 1 @ \ \ -- \ \ ' z ~ ~ {lI zO <( O{k': D - ::J - r--I ~ 0 ~O -l LL ~ r-- - - <J) (k':0) 0 {k':i= z - -{l ~ (L ~~ (j) ~(Q ~ ::J LU t- r--r-- z (l0) - ~ w{k': OiL z 0 0 s\ " \J \ \ \ \ \ \ @ ~ - :j - (j) @ J @ , ~ ~ , ..-rT ~, \\ ~ - \ - 1 ~ ) .-r -t ~ ,~ ,~ \~ "-"'. , , '" - \~ - ~ - - {!)~ I J- 1 - _I \ ' - - , - -...; r J r--- ~ ~ --'" @ I-I ==; 1-\ \ \ I, \ \~ ~~D \ ;&. ;'&"v , \ a. \ \ ~ J \ \ <f)""\-U \ ~~-1 , 1 TI 1_ D , - r ' \ \ \ @ J \ \ \ ' @ a \_\ -- ~ @ DATE: DRAWN BY: REVISIONS: P.M.D. ~ 12/0q/QQ '" _tJ ("\ ,~.-U \ ~-1- \ \ ~ -1- \ \ \ \ \ \Ja- o-~ -0 e --- \ @. I. oq-20-00SITE CHANGE 2. 01-05-01 COMMENTS 3. 03-2Q-01 COMMENTS 1_1 - NOR T H \ .--. \ I I - L-2.2 SCALE I"~ :0 ..~ \) ~ 1~~' ~ ~~ OF 2 SCHEDULE 40 GALVANIZED PIPE AND FITTINGS, OR TYPE K COPPER PIPE AND FITTINGS, OR SCHEDULE 80 PVC PIPE AND FITTINGS. It BACKFLOW PREVENTER- TYPE AS REQUIRED BY UTILITY 4 - TO 6- r UNION T 7' L...I""." I "V/ -V V 12" TO 30- ::~ES ~~~ METER BOX AND LID \ UNION - SET TO FINISHED GRADE.1\ CORel ___ r: ': ",7 .. -III~'I T~ FINI~~ED7 GRAD/, rn-ill'" I I ':iT1 ~i I jJJ rc=r CURB STOP l (LOCKING TYPE) /; NETER · DR9 POLY - PE 3408 2- DIAMETER CORP((I' ~:OP ~~ DOUBLE STRAP SADDLE ~ NOTES: 1. A POSITM: DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALl <W.VANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALlED BETWEEN SIDEWALK AND CURB WHERE [APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. .. WATER MAIN 3. PAINT Bf'P AND PIPING WITH A PRIMER SUITED TO BASE WATERIAI.S. FINISH WITH TWO C~TS FORREST GREEN EXTERIOR ENAMEL. 4. ON NEW INSTALLATIONS, THE EW:KFlOW PREVENTION DEVICE SHALL BE TESTED ACCORDING TO SEM. CO. REOUIREMENTS BEFORE THE METER INSTALLAnON CAN BE APPROVED FOR USE. 5. FOR RONJWAY CROSSINGS, ALl POLYETHYLENE SERVICE UNES SHALL BE INSTALlED IN A SCHEDULE 40 PVC SlEEVE. THE SLEEVE SIW.L HAVE A NOMINAl.. DIAMETER OF A MINIMUM OF 1 INCH LAROER THAN THE SERVICE UNE DIAMETER, BUT NOT EXCEEDING 4 INCH NOMINAl.. DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES. BEYOND THE OUTSIDE EDGE OF THE ROKNiAY PAVEMENT AND/OR CURBING. SEAL THE ANNULAR SPACE AT THE ENDS OF THE CASING USING AN APPROVED, NON-SHRINKING, MIN. 25 YEAR, SILICONE CAULK. 6. POLY SERVICE LINE SIZE SHALL BE 2 INCH. 3/4", 1 ", 1 1 /2" & 2" WATER METER & BACKFLOW PREVENTER COMMERCIAL. INDUSTRIAL, AND MULTI-FAMILY SERVICES SEM.CO 7-96 C-3 WNBF10W SCHEDULE 40 GALVANIZED PIPE AND FITTINGS. OR TYPE K COPPER PIPE AND FITTINGS, OR SCHEDULE 80 PVC PIPE AND FITTINGS. It DOUBLE CHECK OR REDUCED PRESSURE D~CE (AS APPROVED BY UTILITY) METER BOX AND LID 1\ UNION 1 SET TO FINISHED GRADE. ~ \ I , r UNION H ':r ~ 7' .f'. I _"V CURB 1. - 4- TO 6- 1 12- TO 30- t ABOVE GRADE FINISHED \ I GRADE 7 ". 11:iT1 ~i I jll -111:'1 i~ lilli. . .. . ~...': ~ CURB STOP l (LOCKING ""'E)) NETER ~~9MI~:~~ 2- MAX. DIA. ~ CORP. STOP ... DOUBLE STRAP SADDLE WATER MAIN NOTES: 1. A POSmvE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BElNSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. PAINT BF'P AND PIPING WITH A PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS FORREST GREEN EXTERIOR ENAMEL. 4. FOR RONJWAY CROSSINGS, ALL POLYETHYlENE SERVICE LINES LESS THAN OR EQUAL TO 2 INCH SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEEVE. THE SLEEVE SHALL HAVE A NOMINAL DIAMETER Of A MINIMUM OF 1 INCH LARGER THAN THE SERVICE LINE DIAMETER, BUT NOT EXCEEDING 4 INCH NOMINAL DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE OUTSIDE EDGE OF THE ROADWAY PAVEMENT AND/OR CURBING. SEAL THE ANNULAR SPACE AT AT THE ENDS OF THE CASING USING AN APPROVED, NON-SHRINKING MIN. 25 YEAR SILICONE CAULK. 5. ON SINGLE FAMILY RESIDENTIAL IRRIGATION SYSTEMS, THE BACK FLOW PREVENTER MAY BE INSTALLED ANYWHERE BETWEEN THE IRRIGATION METER AND THE HOUSE. BUT SHALL BE UPSTREAM OF A~ OUTLETS, AND SHALL MEET ALL OTHER INSTALLATION REQUIREMENTS. SHOW ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE SAME SERVICE CONNECTION. IRRIGATION METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE BACKFLOW PREVENTER C-6 SEM.CO 7-96 MRPBF . ~~E~~~~ :-~~ ~~Il ~OW PREVENTER-TYPE PIPE ~D FITTINO$, OR SCHEDULE \/15 REQUIRED BY UTILITY eo PVC PIPE ~D FITTINO$. (AT ~ METER) METER lOX AND LID ~ UNION 1 r UNION SET TO FINISHED GRADE. \ \ T;' % 1\ .-~ I lW.Ly 12- TO 30- I VALVES = ... .- TO 8- CURB 1 ~.~.. .:.: .... . . ..... :.~" .". .: :. : "..;'.... . FOR ONE INCH POLY SERVICE ONLY - A DIFFERE:NT MODEL NUMBER WILL APPLY FOR LARGIER SERVICES. (SEE NOTE 9) =y -, I I~ trrill.. I . I ':rr ~rn.u ~:FORD BRASS T444-444 . _ MeDONALD EIRASS 4780-22. 1 MUELLER H-15381 r METER REClSTER CENTERED / UNDER 'J!DVINO ACCESS opJ - T CURB STOP (LOCKINO TYPE) COUPLINC INSTALLED OVER CRIMPED AREA - .... :.. PE .... '" '"""'" (fOR ... ........, r' ~.!"--- TEE AND POLY fTn SERIIlCE SECOND METER) FROM WATER) _. _ ~ _ , ,- MIN. DlA.. 2,}'MAx. DlA. (SEE NOT[ II) MAIN (~ - - CORP. STOP ~ DOUBlE STIW' SADDLE POLY COUPUNG II ~ PROF1.E VIEW INSTALLED O'o'ER I NOTES: CRIMPED MEA II 1. POLY IS ONLY TO BE CRIMPED WITH APPROVED CRIMPING TOOLS. \' .n.. T - WATER MAIN 2. ~;R cgM:~~~ ~~ I:E R~~Ci~ED OVER THE CRIMPED AREA ~ -= = = =<:[ E:'v ~ = = =l TO Bf'P 3. POLY IS TO BE CRIMPED A MIN. 24- BELOW EXISTING CURBSTOP _ 4. TEE TO BE INSTALLED A MIN. OF 19- BELOW EXISTING CURBSTOP. 5. IF ONE METER IS TO SUPPLY AN IRRIGAnON SYSTEM, THE BACKFLOW PREVENTER FOR THE IRRIGATION SYSTEM SHALL BE A PRESSURE VACCUM BREAKER, DOUBLE CHECK VALVE, OR REDUCED PRESSURE lYPE, DEPENDING ON SITE CONDITIONS. SEE STANDARD DETAIL .DRAWINGS C-5 AND C-8. 6. ON EXISTING SINGLE METER SERVlCEt THE OWNER OR OWNER'S ENGINEER SHALL BE RESPONSIBLE fOR DETERMINING Ir THE POLY SERVICE FROM THE MAIN IS LARGE ENOUGH TO PROVIDE ADEQUATE WATER SUPPLY AND PRESSURE TO ACCOMMOMTE A SECOND METER. 7. METER AND TEE INSTALLATION SHALL BE INSPECTED BY THE UTILITIES DMSION PRIOR TO ACTIVAnON OF SERVICE. 8. FOR ROADWAY CROSSINGS, ALL POLYETHYlENE SERVICE LINES SHALL BE INSTALLED IN A SCHEDULE 40 PVC SLEEVE. THE SLEEVE SHALL HAVE A NOMINAL DIAMETER OF A MINIMUM OF 1 INCH lARGER THAN THE SERVICE LINE DIAMETER, BUT NOT EXCEEDING 4 INCH NOMINAL DIAMETER. THE SLEEVE SHALL EXTEND A MINIMUM OF 12 INCHES BEYOND THE OUTSIDE EDGE OF THE RONJWAY PAVEMENT AND/OR CURBING. SEAL THE ANNULAR SPACE AT THE ENDS OF THE CASING USING AN APPROVED, NON-SHRINKINIG MIN. 25 YEAR,SILICONE CAULK. 9. FOR NEW SERVICES, THE POLY SERVICE LINE SIZE SHALL BE 2 INCH. DI _e'n ~ = = =lTO BrP -- .r-- e- MIN. ----I-- 12- ~. c: TIP VIEW ) PLAN VIEW DOUBLE WATER METER SERVICE AND BACKFLOW PREVENTER WHERE ONE OR BOTH METERS IS; LARGER THAN 3/4 INCH COMMERCIAL AND INDUSTRIAL SER'v1CES SEW.CO 7-" C-3B ~ !Um W.Jl8.lIlffi!'TAl. .1. ~sl.\\~ I rDOUBLE CHECK BACKFLOW PREVENTION ASSDfBlY 2....ETER r SCH. 40 cw.V~IZED ~ PIPE AND FITTINGS PReMDE TEMPORARY ~ A..A ~ ~PPORTS AS REQUIRED. 2- 8AI..L. TYPE~ ~ ~ ) l ~ CURB STOP .- ~ -- ~ WITH LOCK WING I ~ _ I :: ~ ". 10 "," l 31" HOSE'" !ill ABOVE '- W/V~UtA BREAKER 2- SDR9 POLY-- .. GRADE ..............2.. SDR9 POLY OR SCHD. 80 PYC. ORSCHD. 80 PYC ~ ~ DOUBLEt STJWI SADDLE 2- CORP. STOP\. ~ 'r EXISTINO ( l r- 0--1=1 "- ~ TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. COUIm' TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY COO1m' PERSONNEL ONLY. OS & Y GATE VAlVES ~ ~ == :1 ~m .c:: WI_ JL o . II ~1I 12" TO 30" ~:::51 ABOVE I-- BYPASS DOUBLE GRADE CHECK \ ~ ~.-.sroP \'~ // ~n1t. .... r 1=1 9 -t WI E=3 m nr ... FLOW ~ r... '1 '\..l ~ J=:::.I.JJ 1 . . \ p~O~ :;;~~~~EI AND LARGER -I ~ 1. TE:MPORARY JUMPER DETAIL A TEMPORARY JUMPER CONNfECnON IS REQUIRED AT ALL CONNECTIONS BETWEEN EXISTING ACTIVE 'AVATER MAINS AND PROPOSED NEW WATER MAIN IMPROVEMENTS. THE DETAIL ABOVE IS TO BE: USED FOR FILLING A~ NEW WATER MAIN OF A~ SIZE FROM EXIS!IN<G ACTIVE ~ATER MAINS AND FOR F'LITY)USHING OF NEW MAINS UP TO S D>IAMETER 2.5 FPS MINIMUM VELOC AND FOR PULLING BACTERIOLOGICAL sw.IPLES OM ANY NEW WATER MAIN OF ANY SIZE. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER FILLING, FLUSHINGJ. TIESTlNG. AND DISINFECTION OF THE NEW MAIN HAS BEEN SUCCES:>FUJLLY COMPLETED AND CLEARANCE FOR USE FROM THE FLORIDA DEPARTtMENT OF ENVIRONMENTAL PROTECTION (FDEP) & OTHER PERTINENT AGENC~IES HAS BEEN RECEIVED BY SEM. CO. 1JiILmES. THIS JUMPER CONNECTION SHAlL ALSO BE USED TO MAINTAIN A MINIMUM PRESSURE OF 20 PSI IN THE NEW MAINS ALL THE TIME AFTER DISINFECTION AND UNTIL THIE FDEP CLEARANCE LETTER IS OBTAINED. ADEQUATE THRUST BLOCKIN<G AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED.. PIPt AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXI5mNG PIPE SHALL BE DISINFECTED PRIOR TO INSTALLAnON IN ACCORDANCE WITH AWNA C6S1. 1992 EDITION. THIS TAPPING SLEEVE AND THE EXTERIOR OF THE MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYltv4G OR SWABBING PER SECTION II OF AWNA C851-92. RESTRAINED MECHANiCAl JOINT FITTINGS AND PIPE 2. NOTES: 1. ALL PIPE AND FITTINGS ABOVE GRADE SHALL HAVE FlANGED ENDS. 2. THE CHECK VALVE ASSEMBLY, VALVES AND PIPING AND THE BYPASS METER AND DOUBLE CHECK SHALL BE PAINTED WITH A PRIMER SUITED TO THE BASE MATERIALS AND FINISHED WITH TWO COATS OF FORREST GREEN EXTERIOR ENAMEL. 3. BYPASS METER AND BACKF'LOW PREVENTER SHALL BE ASSEMBLED WITH APPROPRIATE FITTINGS TO ALLOW REMOVAL AND RE-INSTALLATION. nnllRI ~ LJl:.Il:.L I Ut'( CHI- ('K 7-88 .I\AQLY SEM. CO DDCA TEMPORARY ,JUMPER CONNECTION SEM. co. 7-!IIe TJUMPER C-7 C-14 BYP'iss UNE ~ . <J ~ L'l. L'l. I II -. ~ - -- - w OIl ~~ - ....' U ~. - \ - ~ L'l <J . I I <J. ~" DMSSIt COUPIJNO SPOOL TO ~ A 2' SotDCU IlK) A 2- I -'- EXIS\'INO WAI ~ ..... . IMJ. Wl'4S <J ~ =-1N!If~ .. p L'l . L'l Ll M 1tsT 1IOItT. A PLAN FIltE PIIOTEC'IIOt4 p.o.s. OATt w.~ OR TAPPlNO w.~ W/IOX IlK) COlIC. COUM IV IDlD ~ '" "' III - DRESSER COUPUNO r OS" Y OATt WlVES ~L =~\ \ =-~ ",) m l~ ~~ m+-L N_ Aj..,_ _ ID ~ -ill - '- ..J'" \ -~ ~ - .- ...- LOW FLQW ~ ADJUSTABLE wrmt (WULn-JD') /" rrllE~ (rtP.) 12" TO ~ 1IJtNE. 0MlE rlVlDlD 2 1/M 1/2114 FOe: W/ CHECK w.~ & ~ III - I ii DlISl1NO waEIt ..... .l..... .- 1..;1 ~r: t .~ ., - ~ Ii)() .~I(~ ! {'=" ,It. ... .. .......':.:.... . ,.. '. -1lUCTU IRClH filii: ,., .:' .............~.<I ~~~ ~; IlESTRAND JOlHI1~ -- I ...' ..;". ,.... IlUCTU IRClH filii: - ..1 kf ~~ ~ , ... rert . . ~~> JI\..Jt - n I II/IV IIEND ~~l ()-~ -.. ~ RESTRAINED JOlHI1 (M>) SECTION NOTES: 1. ALL PIPE AND FITTINGS IBOVE GRADE SHALL BE FLANGE ENDS. 2. ALL PIPE AND fmlNGS BELOW GRADE SHALL BE MECHANICAL. RESTRAINED JOINT ENDS. 3. BACKFLOW PREVENTER REQUIREMENTS: TYPE AS REQUIRED BY UTILITY. 4. PAINT ASSEMBLY WITH RED OXIDE PRIMER AND FINISH WITH 2 COATS OF fORREST GREEN EXTERIOR ENAMEL. 5. CONCRETE PAD SHALL EXTEND 3 FT. OUT fROM OUTSIDE EDGE OF ABOVE GROUND PIPING, ALL AROUND, AND SHALL BE MONOLITHIC AND CONTINUOUS. 6. METER TYPE AND MANUFACTURER SHALL BE APPROVED BY THE UTILITY . 3" AND LARGER MASTER METER & BACKFLOW PREVENTER SEM. co. 7-9S 3u.tMBF C-4 3. FLUSHING OF 10- DIAMETER AND LARGER WATER MAINS MAY BE DONE THROUGH THE TIE-IN VALVE UNDER VERY CONTROLLED CONDITIONS. THE FOLLOWING PROCEDURES SHALL BE fOLLOWED: A. THE TIE-IN VALVES SHALL BE OPERATED AND PRESSURE TESTED IN THE PRESENCE OF THE UTILITY COMPANY AND ENGINEER TO VERIFY WATER TIGHTNESS PRIOR TO TIE-IN. VALVES WHICH ARE NOT WATERTIGHT SHALL BE REPLACED OR A NEW VALVE INSTALLED IMMEDIATELY ADJACENT TO TI1E 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. SAMPLING 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. o ALL DOWNSTREAM VALVES IN THE NEW SYSTEM MUST BE OPEN PRIOR TO OPENING THE TIE-IN VALVE. o PROVIDE FOR AND MONITOR THE PRESSURE AT THE TIE-IN POINT. THE PRESSURE IN THE EXISTING MAIN MUST NOT DROP BELOW 35 PSI. o TIE-IN VALVE SHALL BE OPENED A FEW TURNS ONLY. ENSURING A PRESSURE DROP ACROSS THE VALVE IS ALWAYS GREATER THAN 10 PSI. C. THE TIE-IN VALVE SHALL BE LOCKED CLOSED BY THE UTILITY COMPANY UNTIL FLUSHING BEGINS. D. THE TIE-IN VALVE SHALL BE OPENED ONLY fOR FLUSHING OF THE NEW MAIN. THE PROCEDURE SHALL BE DIRECTED BY THE UTILITY COMPANY AND OBSERVED BY THE ENGINEER. E. AFTER FLUSHING, THE TIE-IN VALVE SHALL BE CLOSED AND LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE DOUBLE CHECK BACKF'LOW PREVENTION DEVICE HAS BEEN TESTED WITHIN ONE YEAR AT THE TIME OF INSTALLATION, & IS IN GOOD WORKING ORDER AT THE TIME OF INSTALLATION. THE TEST SHALL BE PREFORMED BY A QUALIFIED BACK fLOW PREVENTION TECHNICIAN AS APPROVED BY SEMINOLE COUNTY'S CROSS-CONECTION CONTROL PROGRAM. EXCEPT AS REQUIRED TO FLUSH LINES OF GREATER THAN 8- IN DIAMETER. THE TIE-IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED POSITION BY THE UTILITY COMPANY. THE TIE-IN VALVE SHALL REMAIN LOCKED CLOSED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE BY fDEP AND ALL OTHER PERTINENT AGENCIES. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTIQN. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2 BRASS PLUGS. ALL INSTALLAnON AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS, VALVE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, FIRE HYDRANT ASSEMBLY NTS SEM. co 7-98 FIREHYD C-17 .1 ~ AS REQ'D I AS REQ'D , '/ OPE....TING Ntrr ' MIN. &4- S~ARE / PUMPER NOZZLE ~6 fHlg~DSHJR / FACING STREET COLLAR (~ IV COMPACTED..., 1S-.'IN ' BACKfiLL "'\.. '" . AS REQ 0 V fiNISH GRADE ...L!:, I jl..!..!;1I lil..!..!; .,. .t. ':ix.' .' '~'!1 .lj i1l....::i I jJ_w-, I . ~ . ~~I I I ~ z -......... . VALVE BOX DRAINS mil " 2 J I ~lV ~J GAllE VALVE .:...: ;., 8- MIN. PIPE (S':iEE DETAIL C-18) :11 ~ 12- UIN. MJ TEE .'~k' ~ ~~ II ~.. II ) () ~ lft::1IILF UND'STU~.:: :'~"".. ,+ III I lJ l r ~ + SOIL !.........."".,.J..~.... ~ / r 11 ~.;~~,~~~ '.'1 L 5/8- GALV. TIE RODS I.mill11 JWIT' EACH SIDE (MIN. 2 \ WATER PER CONN. PIECE) MAIN 8 CU. FT. OF GRAVEL OR CRUSHED STONE FOR DRAIN SUMP. GRAVEL TO BE PLACED JUST ABOVE DRAIN HOLE. ~~.-. .. . . ... . ........ / SHEAR COLLAR ~. ~- .... .... .. 6 '. ',.M-. . .. \ r ""- REINFORCED ~ CONCRETE HYDRANT CENTERED IN COLLAR 4. 2-14 0 6- O.C. NOTES: 5. 1. HYDRANT TO BE LOCATED 4' TO 8' FROM EDGE OF PAVEMENT IN BETWEEN CURB AND SIDEWALK. 2. HYDRANT TO BE PAINTED WITH 1 COAT DUPONT 131 PRIMER. 1 1/2 MIL. DRY FILM THICKNESS AND 2 COATS DUPONT 7744A. 1 1/2 MIL. DRY fiLM tHICKNESS EACH COAT, OR APPROVED EQUAL. 3. VALVE BOX SHALL BE SCREW TYPE ADJUSTABLE, AND COVER SHALL BE MARKED "WATER". 4. FIRE HYDRANTS CANNOT BE LOCATED WITHIN THE RADIUS OF STREET CORNERS. 5. THE SHEAR COLLAR MAY BE INSTALLED UP TO 4- BELOW FINISHED GRADE WITH SODDING OVER THE COLLAR. 6. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR COLLAR SHALL BE 8- MIN. 6. 7. 8. NO .NVl:2Vl ~IIF~F UJI z.... ::> ..., ~ .. i = I ~~~~ Qe1)QQ ~~~~~~i :2:2:2:2:2:21 uuuuu~ Vl Vl Vl Vl Vl .." ~~ ~~~ ~~o:: ~~5; 5;5;0:: ~~~~~i Q2Q2o::~~~ 5;5;5;~~~tIJ O::O::O::~~u!i ~~!it5udfi3 ~~~ . -:2i 00 . ~~~~~~ 565~~~ 0::0::0::0::0::0:: UJ UJ UJ UJ UJ UJ Q.Q.Q.Q.Q.Q. ~~~~~~ ~~~~~~ 000888 """ O)O)"O".~ ....NO,..,N....< ';;:";;:""'= ~oo::::~ ~o~ >= U! ~r~rn U \....I Co-' z! z ~ ~~ ~ ~ ~~ U ~-S' r.....i ~. ~ I-l-l - ~z ~ ~G~ ::EZ~ ~~: ~ l.L. 0 (/) :c --.J ucn ~ C::::c.!) ~ =>Z 0:: 0 0 :c- --I ~ uS: La.. .. CI) --.J I-(/) c ~ z ::> ~C:::: a:: a.. 0 I-W CI) 0::: 0..1- a::: <( w 0 ~~ t- Z Z == ~ 3= - (/) ~ e:::: - l.L. HA'Y \) ~ 2001 r*V SHEET: 1 4 OF: 1 6 SET TOP OF VAlVE BOX TO FINISH GRADE - 18" DIAt.iETER OR 18" SQUARE XR~fJAL $,OLlAR IN UNPA::D1l ~I illm~X:.:~~:; ~~3 I EXTENSION STEM WITH 2" SQ. WRENCH NUT AND UPPER GUIDE REQUIRED FOR MORE THAN 4' DEPTH..~ / "- BOX SHAlL NOT REST ON .....,("':'"'\ VAlVE OR PIPE AND SHALL I BE CENTERED ON NUT. ~ J VAL'JE (TYPE AS SPECifiED) ~ ~ j''', ,:~..:...: - Q /~: I '4 BAR ALL AROUND ~ ..'-~' ,-,]I!] 31 ~II LP""" =11 ~ I !;;;l..U;I' - ....---. SCREW TYPE ADJUSTABLE VAlVE BOX WITH CAST IRON COVER 6 6" BEDDING ROCK-BOX SHALL REST ON BEDDING ROCK, NOT ON VAlVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT. 1.(..,.... .,.;;.-:'-' U- ~~_? . ~.:';,:.~; '~h~:';"i~. .:,~.j~.~..~.'.':":,:,~",~,-,',:,"',~': ,,~ .. . ~. ,'."" "'F2~~~\;'::-~c:-:S:~:"'';;::;:'''~''I;<~l NOTES: 1. CCMR TO BE MARKED WATER. SEWER. OR RECLAIMED WATER. 2. VALVES SHALL NOT BE LOCATED IN STREET CURBS. 3. F'Oft RISER EXTENSIONS SEE REQUIREMENTS IN SECTION 2.3 (C). VALVE & VALVE BOX DETAIL ~ :2 + I . o I n -- ~ ~ - ~ % :i . Lo. ~ 0- f ~ 6" MIN. C.I.P.-D.I.P. OR STEEL CONCRETE FILLED PAINTED OSHA YELLOW. . C"\I ... lLL!'III'lIr11 f== I Tlll.-III~II' 'I-III '11 TII III~ ~ 11_ .,. .. . o I n . ..~'. .~ . .. ," .... I . .. .. . " ~ . '. . . " .... -"T ,.' ... ~ ~ ',. ." .. '. .. " __ 24" DIA. MIN. 2500 PSI CONCRETE , ": NOTE: SITE LOCATION, AND THE INSTALLATION TO BE PROTECTED, MAY REQUIRE A LARGER DIAMETER PIPE AND CONCRETE ANCHOR. BOLLARD \ SURFACE REPLACEMENT TO BE CONSISTENT WITH EXISTING MATERIAL AND OF EQUAL THICKNESS BUT IN NO CASE LESS THAN 2" TOTAL ASPHALT THICKNESS. TRENCH WIDTH (W) + 4' SURFACE REPLACEMENT T- \ r EXIST. ASPHAlTIC CONCRETE SURFACE . .~'lL/)(~2~///<<1 .' t ~//////"/7/~~ I 1.5' (W) 1.5' I TRENCH I REPLACEMENT BASE WIDTH MATERIAL TO BE LIME ROCK OR PUG MIX. /'. 1% :i n I 0 4 ITI~lU ~m- - 11--: _ ==11 '=-~ UTILIlY PIPE 12" L 12" TRENCH WALL VARIES SURFACE JOINT TO BE MECHANICALLY SAW-CUT. NOTES: 1. BACKFILL SHAlL BE PLACED IN 6" LAYERS FROM BENEATH THE HAUNCHES OF THE PIPE TO THE BASE AND COMPACTED TO 98" DENSIlY PER MSHTO T -180 MODIFIED PROCTER. 2. BASE MATERIALS TO BE PLACED IN TWO OR THREE LAYERS ROLLED AND TAMPED TO ABOVE SPECIFIED DENSITY. STANDARD ROADWAY OPEN CUT DETAIL h s a" ...:. .'. 0.0. PIPE " ~.. '~.\". .. .. .'~ .... .. <t' ... 6. 6" 0.0. PIPE 3....,N.l / WATER LINE ~ R/W I .. . .' .; :j~ 2~ ~ SEWER l.IlE 6" WATER UNE AS REQ'D AS REQ'D ....:::li R/W~ __ -1 18" 1 10--4" RISER AND PLUG ~/W FINISHED GRADE AT PROPEIRlY LINE -1 18" r . . .~..,. .~SAND CUSllION , .......:>.:':':f~.;',;,.:..:.'.. ~ 7ULL CONCR~ -ENCASEMENT- - - - _ _ _ _ _ _ 2<500 -".S.l~CO~CRETE _~ _ _ 5'-0" SEWER UNE 4" RISER AND PLUG R/W .1 TERMINAL DEPTH AS REQUIRED FOR I i\. "HOUSE" SERVICE 45' BEND ~~ ~'~ ~~MIN. - 5' MAX.;). ~ ~~ AND PLUG ROTATE JO' ~ SLOPE TO TERMINAL (TYP.) DEPTH AT 1.00" MIN. /"=:;"'- (TYP) SEWER MAlN---'/ S>!NGLE DOUBLE .HOUSE" CONNECTION Q } 5'-0" CONCRETE ENCASEMENT NOTE: AS PEIR SEM. CO. WATER AND SEWER STANDARDS SANITARY SEWER SERVICE CONNECTION 1. THRUST BLOCK BEARING AREAS SHAlL BE POUREO AGAINST UNDISTURBED MATERIALS WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOOSE MATERIAL AND EXTEND TO UNDISTURBED MATERIAL. EXTEND THRUST BLOCK FULL LENGTH OF FITTINGS. PUT BOARD IN FRONT OF PLUG BEFORE POURING CONCRETE. JOINTS SHALL NOT BE COVERED BY THRUST BLOCK. 3. ROUGH BLOCKING FORMS SHALL BE USED ALONG SIDES OF THRUST BLOCK. 4. THRUST BLOCKS SHAlL BE USED IN COMBINATION, AS REQUIRED, TO SUIT THE SPECIFlC FmlNGS ARRANGEMENT. ALTERNATE DESIGN RESTRAINING SYSTEM SHALL BE PROVII)ED WHERE STANDARD THRUST BLOCKING IS NOT SUITABLE, AND/OR ~IL BEARING CN'AC/TY IS LESS THAN 2,000 P.S.F. OR PIPE IS 115 INCWES OR GREATER. AlL WOOD BLOCKING SHALL BE PRESSURE TREATED WITH pRESERVATIVES. THRUST BLOCK AND RESTRAINING SEWER AND WATER MAIN SCHEDULES SHALL BE COMPLETED BY THE ENGINEER, BASED ON ALL DESIGN CONSIDERATIONS INCLUDING BUT NOT UMITED TO THE FOLLOWING: PIPE TYPE. SOIL BEARING C/JIP~IlY, SOIL TYPE, DEPTH OF COVER, TEST PRESSURE, LAYING CONDITIONS, SArETY FACTOR. 8. ALL WATER LINES WILL BEAR NSF LOGO FOR POTABLE WATER USE. STEEL REINFORCEMENT FOR "DEAD-MAN" SHALL BE DETERMINED BY ENGINEER. SEE DRAWING C-28. CONCRETE THRUST BLOCKING SHALL HAVE A MIN. COMPRESSION STRENGTH OF 2500 PSI. 11. CONCRETE SHAlL BE PLACED AGAINST UNDISTURBED MATERiAl AND SHALL NOT COVER JOINTS, BOLTS, OR NUTS OR INTERFERE WITH REMOVAl OF ANY JOINT. WOODEN SIDE FORMS SHALL BE PROVIDED FOR THRUST BLOCKS WHERE TRENCH CONDITIONS REQUIRE, 12. THRUST BLOCKS SHALL BE PROPERLY SET AND ADEQUATELY CURED PRIOR TO PRESSURIZING THE PIPE. 13. FmlNGS SHALL BE PROTECTED BY POLYETHYLENE FILM, MIN. 8 MIL. THICK, PRIOR TO PLACING CONCRETE THRUST BLOCK. 2. 5, 6. 7. 9. 10. UNDISTURBED SOIL (TYP.) dr-OFFSET (AS REO'D) r-... [lU;-r- r~~rn '~. " . ~g TRENCH WIDTH TYPICAL SECTION ~fJ D L Wt?-< ~- ~ ~. -1J 1) ., .... FOR PI.OO ' '\ MEA FOR TEE 7 JI~III~I~I~II~II ,..... ~~:'/ \t~'L + ~II ~II''' A ~ \11 II t , Z FOR PlUG ..Ei WITH PLUG CROlSS WITH PLUG AREA FOR DEGREE OF BEND ;11 :1.1.& CONCRtETE THRUST ~: II r-111-:I. BLOCK ('IYP) .. '. ./X J-EOOE OF ~ '.. ;,/ UNDlSTURtBED ~" . ., '. .' TRENCH ~~ 'I~~~"'." ::z (TYP) ~ ~III' ~iTI 11 BENDS AREA F"OR TEE 1..:111""" IfIlhl!" . " ') + , r TEE IL :AREA FOR 4S" BEND _mill,J II, '111-lliiT~'1 \. .1 ~"1'-'-'111 I ~~ ~".. l'ij_ WYE C AREA FOR TEE ..; , ..;.....'..~ .~ ~ t-- AREA FOR PlUG WOOD BLOCKING (lYP) , ... AREA FOR PLUG .tn . ;1J. ALSO TYP. F FOR INDMDUAL PlUGS CROSS WITH TWO PLUGS TEE: WITH END PLUG THRUST BLOCK DETAil S Bd ( SEE NOTE 1 ) I '~II c 1:-:-:-11 (.II I r COMPACTED 'to SELECT ...:. I I COMPACTED ...TE..... ~ ~ ~~ ~:// Be L EW:lCFIlL .~ i ~0 .... _.4 =-c Be/4 (6" MIN.) tijj;ij-,. .' CONCRETE ~ ~ I r/A1~ "';\",. t CONCRETE Be/2 '3:- ~..\\. + Jt J __ Be/2 f. ~-;. \}.."- ./.I" -- 1: t..-<"'- ~ Tr- - 7---l I '1 I Be/4 (4 MIN.) PIPE BELL _ Be/4 (4" MIN.) ::;..-- UNDISTURBED SOIL COMPACTED GRANULAR BEDDING MATERIAL CONCRETE ARCH Be/4 (S. MIN.) CRADLr CLASS "A" BEDDING-SPECIAL CONDITIONS Bd iiI-! 1-,.., IWj I i~ (SEE NOTE 1) ell I illll_i "j.l.J:r:i=f- :::; ~; ITT:\ ct kT~ J ~ I ~Il- I L!.T COMPACTED ;zt = ,--I BACI<F1LL ~~ li Be IT ~~~ 11\ ~i ~~~~/~ =~ ~+~,\~ T 'l'" /~ 'L -- _ ::::--- Be/2 0/" r.L · I I A r-J 3 T'....I . UNDISTURBED L r-J r-J i:: ___ SEE NOTE 2 SOIL ~- r-J Jr-J PIPE BELL . ' :Ti '-"I-"T.I.. L COMPACTED GRANULM BEDDING MATERIAL Iii O.S Be (TOTAl) NORMAL TRENCH GRANULM BEDDING CLASS lOB" BEDDING-NORMAL CONDITIONS ~. NO "N(f)2(f) ~ II F= ~ F= ....,a z- ::> -.> THIS PORTION TO BE CUT AND REtofOIiED COMPACTED BACKFILL OR OTHER FINISH ~ SCREENED FINISH '\ ISX6-6/15 W.W.F. ~ _ \. ~C>J1lEO -= ~,\ \' I'V 15" MIN. ---- - ----.. . 1\ -:~ <t. ....- BRACING MIN. /s;... W"~,\"D~fU ,/ 12~ J BEDDING TYPE. ./' S MIN. V SHEETING ",- L 7/7' ~~\ [ \~7AJ ..,." ., I mW;-r-' -r -'I - ~ll Be I Bd (SEE NOTE 1) . ~ "~I~ ~~~!~ :g:g:grg:gi PIPE BELL .. PROTECTM CONCRETE SlAB ~ .. Y' BRANCH I 6" .~. II!:ND ~ t;=';l WI." SPUR I , ...c<: r a" 45' BEND It ll\U.l ~. ~ q)J:J ~ !}' ~'- P.V.C.PLUGS l ! - fa"X4" WYE WITH 4" RI1SER ~ j h AND PLUG ~ ..ii \I Cl[J:J _ ..., / ' ./1[1 \ 0) _ P.V.C. PLUG J ~ SEWER MAIN -------- U 6" SERVICE 6")(4")(4" SIZE VARIES LATERAL DOUBLE WYE 6")(4" REDUCER ~I~~R 4 ;Nt5'p~cr~D, SHEETED TRENCH SPECIAl DETAIL BEDDING AND TRENCHING NOTES 1. Be - PIPE 0.0. Bd - TRENCH WIDTH AT TOP OF PIPE MAX. Bd - Be + 24" MIN. Bd - MAX. DIM. OF BELL + 8" (UNSHEETED TRENCH) MAX. DIM. OF BELL + 12" (SHEETED TRENCH) 2. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION FOR NON- CUSHIONING MATERIAL, DEPTH SHALL BE 6" BELOW BOTTOM OF UTILIlY. SHEETING SHALL BE DRIVEN BELOW THE UTILITY INVERT IF REQUIRED FOR LATERAL SUPPORT OR UNSUITABLE MATERIAL REMOVAL. WHERE DRIVEN BELOW PIPE INVERT, SHEETING SHALL BE CUT OFF A MINIMUN OF 12" ABOVE TOP OF PIPE, OR HIGHER AS AUTHORIZED BY THE ENGINEER, AND LEFT IN PLACE. IN NO CASE SHALL SHEETING LEFT IN PLACE EXTEND HIGHER THAN 30" BELOW SURFACE GRADE UNLESS SPECIFlCALLY APPROVED. BRACING SHALL BE APPROVED AS REQUIRED. 4. b~C6rc~~~rIE~~~~~E~lr~~ ::'HpE~oWC BY THE UTIUTY. 5. BACKFILL TO BE COMPACTED TO 98" DENSIlY OF MSHTO T180 MOTIFIED PROCTOR IN AREAS TO BE PAVED AND 95" IN OTHERS. PIPE BEDDING & TRENCHING DETAILS MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FmING(S). · PIPE SIZE 10" 6" 90' BEND 45' BEND 22-1/2' BEND 11-1/4' BEND PLUG OR BRANC~ OF TEE 28' (22') 12' (9') 6' (4') 3' (2') 33' (21') MEA FOR PLUG l .dlJ::! ~i,~~~ ~. ~ SCHEDULE OF DIMENSIONS AND MATERIALS · PIPE SIZE (1fO€S) A 4" 24" 6" 30" 8" 36" 1t RODS REO'O IlIA. IIIl'l 1/2 4 1/2 4 1/2" 4 DKNSIONS B C 24" 6w 30" 6w 36" 8- o 4' 6 8' 1IlIltl1llUr ILOCIl ..,. 10 . CCllI'UIID CIJ .. 01 - =.:: .. n. - .... 'l'.*l · III . ClIIAIJII\ .. _ 8" 12" 36' (29') 15' (12') 7' (6') 4' (3') 52' (33') (/) --.J ~ o SCHEDULE FOR THRUST BLOCK AREAS · ~ --.J ~ :::::> o 0::: <( o z ~ (f) PIPE 90 "5 22-1/2 11-1/4 lEE.t DESIGN SIZE BEND BEND BENb BEND PLUG PRESS (INCHES) (SO FT) (SO FT) (SQ FT) (SO FT) (SQ FT) (PSI) .. 2.7 1.3 1.0 1.0 2.0 1~ 6 8 10 12 5.3 3.0 9.3 5.0 15.0 7.3 20.0 10.8 3.7 150 6.7 150 9.6 150 13.7 1~ 1.3 2.7 ".0 5.3 1.1 2.0 3.2 4.1 MOlt: TtflUSf BLOCK Mu.S TO BE COMPUTED ON ___ Of LIIS. PEJt 9Q. FT. SOIL IIESTIWNI' IIEARlNO. 1,500 ~I<<m~ , TO BE COMPlETED f1f ENGINEER. /() 222221 uuuuu (f)(/)(f)(f)(f) ~~ . ~ ~ ~~i2 ~~55 55550:: ~~~~i i2i2~~~ 5555~~ ~~~~!~ ~ ~ . .2 i c c . ~~~~~ ~~.,.,., uulnlnln 0::0::0::0::0:: ...., ...., ...., ...., ...., Q"Q"Q"Q"Q" ~~~~~ ~~~~~ 55888 ~;:::-~;:::-:;:'t2 ~O""N-~ ...,;::,................~jQ 00::::0 · 8 ~Ol:ii ~U i :> ~ t3 ~ I z ~!~ ~ ~ i!1:ii U ~-~ ~ ~- C2 z ~ ~G~ ~Z~ ~ ~: ~ l.L o ::c (JC/') e:::: ~ ::> :z ::c- uR: t-(/) ~e:::: t-W a..t- <:z cc- 3: ~ e:::: i::i: cs c:: g u... .. (J') '" z: a:: a.. (J') a:: w .- z: 3= w.~ \) 9 2U91 ~y SHEET: 1 5 OF: 1 6 L8M Grinder/Pac. GRINDER PUMP SPECIFICATION r PANEL RACK (T\'PICAl) S.S. HINGES ALUMINUM ACCESS HATCH & COVER (LOCKABLE) WITH CONCEALED HANDLE CAST IRON FLANGE CHECK VALVES FIBERGLASS WET WELL PART 1 - GENERAL 1. 01 Furnish and install two grinder pumps to deliver 52.0 GPM aqainst a total head of -40.0 feet Total Dynamic Head (TDH). Pumps shall be capable of handling domestic sewage with minimal maintenance. The motor shall be 2- HP, 3-450 RPM, 230 VOLT!. 3 PHASE/ 60 HERTZ. The motor shall be an integral P.9rt of the pumping unit. Pump discharge size shall be 1 ~ inch. Pump, control system, and FRP (fiberglass reinforced polyester) wetwell shall be LSM Grinder provided and manufactured by 1ft tatlon an fer n of Oviedo, Florida, 32765 Phil (407) 977-8600 Contract award shall bl on the basis of the ball bid LSM/Grlnder Pac system. Alt.matlvl deductive systems shall be consIdered only after contract award. Alternative deductive system must be speclfl.d at bid time. The contractor shall reimburse the engineer for addItional expens.. to review alternative system. Any savings shall be Ihared with the owner. Due to the superior corrosion rellstance and leak proof design of fiberglass. a concrete wetwell will NOT be permitted. The entire 11ft station system shall be supplied by the pump supplier and certification of supply will be required. & @"B" 2" PVC DRAIN UNE PVC DISCHARGE LINE FIBERGLASS VALVE BOX W/ ALUMINUM COVER (LOCKABLE) EMERGENCY PUMP OUT " W/ QUICK CONNECT CPLG. 2 "e" PVC DISCHARGE NOTE'. PUMP CONTROL SHALL BE LOCATED 3 FEET FROt.f WET WELL - PERIMETER. OPTIONALLY AT "A". "B" OR .c. LIFT (2- 2. SIZE) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS (2" PVC VENT W/SCREEN EL.0& PART 2 - PRODUCTS SS CABLE HOLDER 2.01 GRINDER PUMP - Pump shall be of the centrifugal type HOMA Model GRP 15/3 with an integrally built grinder unit and submersible type motor. The pump shall be mounted In the FRP basin by a dual slide roll system in such a way that solids are fed in an up-flow direction to the grinder impeller with no feet or other obstruction below the grinder inlet. The grinder unit shall be capable of macerating all material in normal domestic and commercial sewage including reasonable amounts of foreign objects such as wood, plastic, glasl, rubber, sanitary napkins, disposable diapers and the like to a fine slurry that will pass freely through the pump and the discharge pipe. The pump motor thall be of the submersible type. Single phase motors shall be of the capacitor start, capacitor run type for high starting torque. Stator windings shall be of the open type with Closs F insulation for operating in air or clean dielectric oil that lubricates bearings and seals and cools the windings. Motor stator shall be pressed Into housing for best alignment and maximum heat transfer. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected in series with the magnetic contactor coli In control box to stop motor if motor winding temperature reaches 200 degrees F. Thermostat to automatically reset when motor cools. Two heat sensors are to be used on 3 phase motors. The common motor pump and grinder shaft shall be of AISI .16 SS threaded to take pump impeller and grinder impeller. CONTRACTOR INSTALL GROUT 1. 5 : 1 SLOPE 16.72' I I r SS LIFTING I CHAIN EL. CD ~INLET FIELD INSTALLED 110.72' I I I.:' ! ,I ".e', ~~. . II \ .' .~. . ,\ ~"J . '" '\~~.:;, . . :<a;..~ . ;'", ' ,iol: ,I', '.. :, '., . . ' ;;.:f{< ^,'. LIFT 160 ...... f""o r-.. ./ ..... .... ./ ,.... V r- 1/ - .... -' I"'- L,..o ..... ...... ~ ~ " - I"'" - ~--i__o.-.__ .... ._--, ~"..~,._--'--_..,- '- ~ .0'_.- ..._ L-.. - .- - .. .. L. '- ... .,-.- _. -.--; ._. ,. . .. I" 1" 'I' 1.0 120 e 100 L.. ~ Q ~ 80 % ~ ~ 60 .0 20 n " . 111'1 f'LOW U.s. OPW PUMP CURVE INFORMATION CAST IRON PLUG VALVES STATION N.T.S. PLAN FIBERGLASS VALVE BOX ( ~.. X 30" X~" D) FRP VALVE BOX ~' X...!!." D) I 2 :,ISCH 80 PVC EMERGENCY PUMP OUT W/ CAP (FlN GR~ DISCHARGE UNE lOr CAST IRON PLUG V4L VE CAST IRON FLANGED PLUG VALVE H 80 PVC CAST IRON FLANGED CHECK VALVE FILL BOX AS NEEDED WITH CONCRETE TO PROVIDE PROPER DRAINAGE & BALLAST TO SANITARY SEWER SLIDE R~S ~ 1/2" ~H 40 AISI 3O.SS PIPE) /' ~ PUMP DISCHARGE W/ SEALING FLANGE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT 3 FLOTATION 3.~ VD MAKE MONOLITHIC POUR WITH BOTTOM SLAB FURNISHED AND INSTALLED BY LSt.f 1t.$fN ANTI-FLOTATION FLANGE :/' -~; > "., . STATIC}N N.T.f). SECTION VENT TOP EL.&.~ INLET CD CD _ INVERT EL. _ H.L.A. EL. _ 2ND PUMP ON EL. ([) _ 1ST PUMP ON EL. CD CD BOTTOt.f EL. (]) &. NOTE: SEE ELEVATION CHART FOR (1) THRU CD LEVEL CONTROL DIAGRAM PUMP DATA CHART PRIMARY PUMP CAPACITY GPM PRIMARY TDH SECONDARY PUMP CAPACITY SECONDARY TDH PEAK INFUENT FLOW RATE PUMP CYCLE TIME PUMP SYSTEM MANUFACTURER PUMP MODEL NO. R.P.M. HORSE POWER DISCHARGE ELEVATION CHART F IMPELLER OIA. 2.02 DUPLEX PUMP CONTROL PANEL The four float system sholl operate on Intrinsically safe control voltage. The enclosure sholl be NEMA 3R, minimum 30" nigh x 24" wide x 8" deep, fabricated from type 304, 14 go. stainless steel with padlockable latches. The enclosure sholl hove external mounting feet to allow for wall mounting. All hardware shall be stainless steel. All conduit penetrations shall have approved seal off fittings and shall be properly sealed to prevent gas from entering enclosure. The following components shall be mounted and affixed to the enclosure: 1 ea. Red Alarm Beacon 1 ea. Alarm Horn 1 ea. Generator Receptacle with weatherproof cover 1 ea. Silence Pushbutton Painted Steel 2 ea. 2 ea. 2 eo. 2 eo. 1 ea. Motor Contactors Start Capacitors to match motor requirements, single phose only Run Capacitors to match motor requirements, single phase only Start Relays to match motor requirements, single phose only Voltage Monitor With fuses. (Single Phase) Phase/Monitor (Three Phase) ea. Control Transformer with primary and secondary fuses, 480 Volt only 1 eo. Silence Relay 1 ea. Intrinsically Safe Float Input Module 1 ea. Duplex Alternator 20 ea. Terminals for field connections 6 ea. Terminals for motor connections, single phase only 3 ea. Ground Lugs 1 ea. Space Heater The innerdoor shall be fabricated from .080. 5052-H32 aluminum. The innerdoor shall have a continuous aluminum piano hinge, a handle and catch and sholl be Installed by stainless steel screws for ease of removal. The Inner door shall open a minimum of 110 degrees to allow safe acce,s to backpanel. 1 ea. Main Circuit Breaker 1 ea. Emergency Circuit Breaker 1 ea. Mechanical Interlock for main breakers 2 ea. Motor Short Circuit Protectors 1 ea. Control Circuit Breaker 2 eo. Hand-Off-Auto selector switches 1 ea. Sequence selector switch, I -Auto-2 1 eo. Alternator Test Switch 2 ea. Pump Run Pilot Lights 1 ea. Power On Pilot Light 4 ea. f'loat Indicating Pilot Lights 2 eo. Seal Failure Pilot Lights 2 ea. Elapsed Time Meters 1 eo. GFI Duplex Convenience Outlet 1 eo. Lightnin~ Arrestor 1 ea. Phose I Volt Monitor COWPONE"T SPECIFICATIONS: All circuit breakers shall be molded case thermal magnetic. Cir~uit breakers shall be ,eo led by the manufacturer after calibration to prevent tampering. Each bre,ker shall be adequately sized to meet the equipment operating condition.. The mecllanical Interlock shall prevent the normal and emergency main breakers from being energized at the same time. The interlo~ sholl be fabricate4 from aluminum or stainless steel. An emergency generator receptacle shall be supplied In accordqnce with DEP standards, The generator receptacle shall be adequately sized to meet the equipment operating conditions. All motor short circuit protection devices must provide for undervoltage release and C'QS~ 10 overload protection on all three phases. Visible trip indication, test and reset capability must be provided without opening Inner doc>r. The control system shall be designed to operate the floats at ,.,trlnslcally safe voltage I,vell (SV . 100 mlcroamps). Each input shall cause a contact closure to start fnd stop pumps as well as energize alarms. The dupl,x alternator shall be the solid state type. The alternCJtor sholl switch each p~mp ~~ lead upon a .sin~!, ro.mplete cycle and. .tl~1I p.. r~vid! for log pump o~'rAt~p,n upon level r1S~.. ." I : ., ': ,. . ':, '::: _> : , , The qe.t"".".8IO for this sn..t..'m.'~hq'.I~. "..Oluq_. fIOQ. '..' Q.'..IU. r.'.. ~....~t.ut'..~..n.. Upon a float fa!lure, ,tfI~ 'HIe shall automatlClCltI 'i;~tn enl!ldte foCthe '''- .' :f~rnR~ng the falled'l . fr.pm the circuit qO~.. ';.Cli'!C ."Y. re-poilt.ron .""" "~. '~". a fal1 safe mode. ~I.' ,-xample. If the ~,p PUMPS" float f(JI!e":'Jti;'. . , ~EAO float would . Q!1I '~he "STOP PUMPS, OQ the ~sTART I~" I~. WI . b.come the "STAff{. . float and the "H1QA' .' lit (104\ foul1'iio 'mil <<rt.' M'! LAG/ HIGH L L" float. Further, if the' bp 'PUMPS" and the -Sr/.RT EAD floats failed, the "STA LAG" float woud become the "STOP PUMPS. float aPld the "HIGH LEVEL. would be~ome the "START LEAD/START LAG/HIGH LEVEL" float. A lag PIOnP time delay shall be lupplled to prevent both pUIfIPS from slmultan~ully starting after a power outage. The time delay shall be set at 10 seconds minimum. An alternator sequence (1-Auto-2). three position toggle type selector switch shall be supplied to manually overide the alternator. In the 'I' positon, motor III shall always be the lead motor. In the 'Auto' poslton. the motors sholl sequence to become the lead motor. In the '2' poslton. motor 112 shall always be the lead motor. An altemator test swItch. toggle type shall be supplied to test the alternator circuit. Hand-Off-Auto, three position toggle type selector switches shall be supplied for each motor. HIGH LEVEL ALARM UGHT GENERATOR RECEPTOR MODEL NO. A3042 (O.A.E.) CONTROL PANEL SUPPLIED BY LSM DISCONNECT SUPPUED BY CONTRACTOR ALARM HORN SLENCE PUSHBUTTON UNISTRUT (OR EQ.) GAL VANIZEt> ELECTRIC RACK SUPPUED BY CONTRACTOR ~ _____ UGHTNING ARRESTOR & ,....,. SURGE PROTECTOR ~ POWER SUPPLIED BY ~ ELEC~ CONTRACTOR WA TER LEVEL CONTROL TO PUMP NO. 1 + 2 EACH IN 2. PVC CONDUIT WITH SEAL OFF Jrd CONDUIT REQ.D WHEN 3 HP at LARGER PUMPS USED GAL. PIPE OR EQUIV. 3/4 tt HOSE BIBB 3/4" GALV RISE TO WATER SUPPLY ~. GROUND ROO../' .. . . . , .:,~,. .... .: .. ." l~~~\~ ~gc~~o:&.~ .'-.r .m. I' VtIIW... .,...., 1"""11' '" M_ ... & _ 'LPI' ",,,'ftON fIUN" A8CMI .-oR I.OCATION ELECTRICAL RISER N.T.S. NOTE: CONTROL PANEL Ie SWITCH DISCONNECT rIELD INSTALLED BY CONTRACTOR A red run light shall be supplied for each motor. The pilot light shall illuminate each time the motor Is called to run. A yellow seal failure light shall be supplied for each motor. The pilot light shall illuminate upon detection of water In the seal chamber of the pump. Each motor shall have an elaplld time meter to record the accumulated running time. The ETM sholl be a 2" diameter, non-resettable, six digit, totally encapsulated unit. A red pilot Ifght shall be supplied for each float. The appropriate pilot light shall illuminate each time the float switch closes. A green pilot light shall be supplied for control power. The pilot light sholl illuminate when control power Is available in the panel. Relays shall be Ice-oube plug-In type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) termInals shall be supplied for field connections. The teminals shall be rated 25 amps minimum and sholl be mounted on a 30 degr.. angle for ease of fIeld wiring. Float connection terminals sholl be arranged such that each float is connected in consecutive order and does not require any crossing of wires. Each motor over-temperature contact shall be connected to the terminal strip and shall open a contact to de-energize the appropriate motor upon a high temperature within the motor. A 20 GFI duplex convenIence outlet shall be supplied and mounted on the Innerdoor to provide service technicians with an outlet for trouble lights, etc. Ground lugs sholl be supplied and appropriately sized for each motor and for service entrance. A Ipace heater shall be provided to maintain the temperture within the enclosure a minimum of 2-3 degrees F. above ambient to provent condensation build up. The heater shall be mounted with stainless steel screws and protected by a shield. Self adhesive means of fastening by glue, tope, ect. are not acceptable. Nameplates for the innerdoor shall be of a graphic design, specifically depicting the Intent for each device. One nameplate shall be supplied for all control devices. One nom plate shall be supplied for all power devices. All text and graphics on each nameplate sholl be scratch resistant. The nameplates shall be fabricated from laser-screened laminated mylar. Nameplates for the bQckpanel shall be of a graphic design, specifically depicting the Intent for each component. One nameplate shall be supplied for each component. All text and graphics on each nameplate shall be scratch resistant. The nameplates sholl be fabricated from loser-screened laminated mylar WISCELLANEOUS: All wiring on the backpanel shall be contained within wiring duct. All wiring between the innerdoor and the backpanel shall be contained within a plastic spiral wrap.' Each wire sholl hove CJ wire number at each end to correspond to the asbuilt drawing for field troubleshooting. The control panel shotl be assembled by an Underwriters Laboratories UL508 listed manufacturing facility. 2.03 FASTENER and APPURl'ENANCES- All fasteners, lifting cables, float cable bracket and appurtenances shall be made of AlSI 304SS or other material inert to the highly corrosive atmosphere of a sewage lift station. Hinges for the wet well and valve box shall be AISI 304SS minimum. An aluminum slide/latch assembly shall be provided for holding the doors open on both the wet well and the valve box. Slide rails shall be SCH 40 A1SI 304SS pipe. Pump lifting devices shall be made of AISI 304SS (min.) cable (1/4 "min) or 304SS chain of sufficient size, with safety factor to handle safely the specific pumps. AISI 304SS (min.) pump lifting bails shall be provided. 2.0. f'RP PRODUCTS - The pum.e wetwell sholl be manufactured of fiber glass reinforced polyester lFRP) of diameter and depth os shown on the lift station elevation detail. The basin/wetwell wall thickness shall be adequate for the depth of the tank to maintain structural Integrity In the following condition: 1. Soli modulus of 700 psi. 2. Soil density of 120 Ibs/ft 3. Luschers safety factor of 2.0. Material for the FRP shall be as follows: Resin: The resins used shall be 0 commercial grade unsaturated "1Iothollc" polYllter rllln. Orthothollc relrnl are not acceptable. Reinforcing Materials: The reinf9r~in9 material shall be commercial r~t~~Ql ~~~~~:A~l A~:r; llf~" ~f~~~ ~~~,~' J'~~.lf~~r:\\,~~p.;~~~!'1~IJ i':~f'IJ' ~tt"1f :.' =;I~r-~~~:t ~~,.I,,~,~~~:~'ff.,~,r. ~ n~~~ < ,. ~'!:.~ ~~ ~!:~ PART 3 E)(EeuJ~"N .J.'" . , r" '.. .) ",'<I . '.",. .' " ... ' - fi", . .... .' .,.tA... .~ ... ",'. (.. I> 3.01 INSTALLATION - shall ~e in strict accordance with the manufacturer's instructions and recommendations in the locations shown on the drawing. 3.02 INSPECTION AND TESTING - A factory representative shall be provided for one (1) day and shall have complete knowledge of proper operation and maintenance to inspect the final installation and supervise the test run of the equipment. Megger the motor. The pump motors shall be megged out prior to startup to ensure the insulation of the pump motor/cable system is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. NOTE: Alarm Signals if Controls Fail ~ONTROL PANEL SHALL BE MANUFACTUREDl ~y A UL508/ 913 APPROVED SHOP J NOTES: 1. ALL DIMENSONS ARE IN FEET EXCEPT AS NOTED. 2. DRAWING IS NOT TO SCALE. 3. ALL DIMENSONS AND SPECIFICATIONS SUB.ECT TO CHANGE WITHOUT NOTICE. 4. PAINT EXPOSED FRP AS REQUIRED BY OVtt<lERj'ENGlNEER. ~. F.R.P. INDICATES FIBERGLASS REINFORCED POL VESTER. e. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL COOES. . 1. ELECTRICIAN TO RUN.DQ. (2 HP PUMPS) /..IIiBEI (3 HP at LARGER PUMPS) SEPARATE 2. CONDUITS (ONE EACH FOR HIGH Ie LOw VOLTAGES) PER ELECTRICAL CODE BETWEEN CONTROL PANEL AND WETWELL . 8. ALUMINUM WIRE SHALL NOT BE USED BETWEEN MAIN METER AND CONTROL PANEL. . ti II&F.. ~_......~eulf RUNt INSIDI WI1'Wttt. ~~ I!'~~~I.'L'W'''.JI'''' .....".., '2. f!lW"nUf!ftlII"'All VIr.1n ~~. WIlJ.M "1M "ft MI'lI'.IWft Ir~JI""IrW' . , S. NEUTRAL REQUIRED ON ALL ELEC'nIICAL IEIMOE TO CONftOL PANEL \\ ~ 1691 ~ . I!!L.I!C'1lICIA NOTI! , ~ REVISIONS BY 11/27/00 THS 11/30/00 THS 03/07/01 THS 03/29/01 THS.... . ~ ~ o u o z ~ ~ ~ ~ U < ~ ~ Z < ~ ~~ < ifJ.~ ~~ U':l9"4 COO l"CO NClO MI r-. .l" -"~ ~ - ol" ~o Q.l.:!:. .~ oJ ..I&. ~ <<I ~g <<I CO OClO ... I ~~ ~ +oJ rn _ <<Il" ~~ ....- 0" .....cl ....~ ~o I s;:U! U~~ z ~8 ~ ~ I~ u ~-i ~ l\i_ ~Z~ ~1-4' ~~i ~~! La.. 0 :::c U(/) z C:::0 t5 ::s :::>Z 0:: 0 a.. ::c- -..J (.)e::: L... z .0- .. (/) 0 ......(/) " ~ z ~e::: ~ ~ 0... (f) b:W (/) t: 0:: <(...... l.L.I t- - al~ z --.J ~ .3: ~ e::: - I..L.. DRAWN SCM CHECKEC: THS SHEET: 1 6 or: 1 6