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Z9 0:- I-~ ~~ w<2i ..J'" W I l- n:::: o Z ..J ~ W n::: >- >-Z c:o~ "- 13 ~ 00 - 0 00 :r: u 00 ;;: 0 = rv Z .- 0<0:- c'l rv'e::: o U,,) 00 .....)"- 00 '-.J 0 :.J ,~ ~ - -~~- ~-- , Z~ 0" -'" LIJ ~;:1 >~ W<'3 ..J'" I ~ / " ~ W 1 I I- 0 :J " 8 0 "- en w ~ ..J " ~ ~ W 0::: FISHER RIVERSIDE PUBLlX RETAIL CENTER Jacksonville, Florida 51,000 sq ft 01 retail This retail center IS located In the RIVerside historic district In Jacksonville Florida The style of the center IS based an many elements found In the histOriC Riverside neighborhood The major tenant IS a 27,000 sq ft Publlx Supermarket \ N D ASSOC ATE S, INC. --~ " ~' '(, )p'/~ J, t -'S!-, ,- , '" ~r c- .t< '..:"'-", ",Jifr- --' D ~ Q g ID 6) 18 D D,-- c === D=== D e;;>- / -- I ) ; ( . \~ -..",,\ ._..rc~J I' ,,~ I' ~I ..... - "''l. ~ .. ..~... '. 'i ""r. ~ ~ ~ I f .. 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""(") U;O n> c:. c: ~" ::tl,...;j ........ 3 - - 'm t~.; '.~ I ~~g i-...... o"lj ~ ~~ 1;- ~g lIP · e.11.I$" fl'! _~rn:!~"C p .1"'" !liS' nt ~ ~~g __/~i ':, - H '.t tJ 0 d '" "" - .C"""" t..ll.U:Jsv.;I ~.".I0't-~ 1 c, ~ --:; ifl ~lJlOIu~d ll~dll:D M>< ('l~ !!l'L Ill.. /..~"\d I!I. A...Ki'\s 1 :: _")1.:IO'J ~ <<It "" .." ..~ " ...... "" Q)N~~~ ildA.10.10Nd LZ ":J"S lee'LZ Xllqnd ..... "" ~" '''' .... ... am :/':l alE :l:l "::1'8 OOZI., P'4~ j~-J l't1;..i!tI'U ..tt iI!oE'l'(llQ6 1J1i)..l~ IQDIJ'''' ;g,"JU:)J poa-.!t 9 A."l~:a:.S ~ ~ at "'I '" !t ~" "" ~ '" III ..I. rf!i"" !. """~ "" 'l!. Co "~o~~~: I":N:P; , U!lj- poaill /~ .. '" - - .. .. @..!J".JJ D~.",,-,oll T- \.'~I ::: 1 "-q~\P /) .. .. .. '" ~ <J I I ~ M111111 #MI 1'1 11: ," I 1 1 1 - N A , m 1 1m ~ 1 II) 1 I 1 2 1 ..-~ I ..... J Cf) I I c::r 1 1 -3 tQ I ~ ,,~ 1 '''' ~~ 2 . 9--" a"" ~~~~ iJi:II - 0 2 , J.- ~ lL \ J1!l.P.lll1II \ ~ ~f\," ft~ ....:1- ~_~:!:!.l I!II' "'-1IJ11'Z'! - 11III 11III ~ ..... o o C\J Ln ..... cYi C\J Crl o o ..... -+J U o "C QJ X C'J X "C c.. QJ > o u - Ln o ..... Cl - ..... Cl Cl C\J - en -+J U ~ ...... C c.. I").., ," .n .n '.,: .,~ . ::1 '0 c.. C) - 'i: LEGAL DESCRIPTION ,,~) , PARCEL II: LOT 1, BLOCK 11, SPURLIN'S SUBDMSION OF CLEARWATER HARBOR DEED BOOK Q, PAGE 537. AS ALSO DEPICTED AS METHODIST PARSONAGE ACRE ON THE PLOT OF THE WALLACE ADDmON TO CLEARWATER, FlORIDA. PLAT BOOK 3, PAGE 6 PUBLIC RECORDS OF HIUSBOROUGH COUNlY, FlORIDA, OF WHICH PINELlAS WAS FORMERLY A PART. LESS AND EXCEPT THE RIGHT OF WAY FOR FORT HARRISON AVENUE. PARCEL III: A PORTION OF lAND LYING IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST, P1NELlAS COUNlY, FlORIDA AND BEING MORE PARTICUlARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE FORMER RAILROAD RIGHT OF WAY LYING BETWEEN BLOCK 3, OF WALLACE ADDITION TO CLEARWATER, AS RECORDED IN PLAT BOOK 3, PAGE 6 OF THE PUBLIC RECORDS OF HIUSBOROUGH COUNlY, FlORIDA OF WHICH PINELlAS COUNlY WAS ONCE A PART AND MARSHALL AND BRANDON'S SUBDMSION OF BLOCK 7 OF WALLACE'S SUBDMSION AS RECORDED IN PLAT BOOK 1, PAGE 27 OF THE PUBLIC RECORDS OF PINELLAS COUNlY, FlORIDA. BEING MORE PARTICUlARLY DESCRIBED AS FOLLOWS: FROM A POINT ON THE EASTERLY BOUNDARY OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST, ,I ')Ail) :'OINT BEING 1321.4 FEET' NORTH OF THE SOUTHEAST CORNER OF SAID SECTION 16, PROCEED JlEST ~ONG THE APPROXIMATE CENTER-LINE OF DRUID ROAD A DISTANCE OF 995.67 FEET TO AN 'ITER$~CTlON WITH THE WESTERLY BOUNDARY OF SAID 60 FOOT RIGHT OF WAY; THENCE NORTH 04 ~IEG. 41'03- EAST ALONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 405.23 FEET TO THE :NTERSECnON WITH THE NORTHERLY RIGHT OF WAY OF PINE STREET', AS SHOWN ON THE PlAT OF WALLACE'S ADDmON TO CLEARWATER, AS A POINT OF BEGINNING. FROM SAID POINT, CONTINUE :-lORTH 04 DEG. 41'03- EAST AlONG SAID WESTERLY RIGHT OF WAY A DISTANCE OF 400.15 FEET'TO THE INTERSECTION WITH THE SOUTHERLY RIGHT OF WAY OF TURNER STREET'; THENCE SOUTH 89 DEG. 11 '07- EAST AlONG SAID RIGHT OF WAY A DISTANCE OF 60.14 FEET'; THENCE SOUTH 04 DEG. 41'03- WEST ALONG THE rASTERLY BOUNDARY OF SAID RIGHT OF WAY A DISTANCE OF 400.23 FEET TO AN INTERSECTION WITH THE NORTHERLY RIGHT OF WAY OF SAID PINE STREET'; THENCE NORTH 83 DEG. 06'36- WEST AlONG SAID RIGHT OF WAY A DISTANCE OF 60.13 FEET TO THE POINT OF BEGINNING. TOGETHER WITH: THE EAST HAlF OF THE VACATED 20 FOOT ALLEY LYING EAST OF AND ADJACENT TO BLOCK 3 OF THE PLAT OF WALLACE ADDmON TO CLEARWATER, FlORIDA AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNlY, FlORIDA OF WHICH PINELLAS COUNlY WAS FORMERLY A PART, AND TOGETHER WITH THE WEST HAlF OF THE VACATED 34 FOOT RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND ADJACENT TO LOT 12 OF MARSHALL AND BRANDON'S SUBDMSION OF BLOCK 7 OF WALlACE'S SUBDMSION AS RECORDED IN PLAT BOOK 1, PAGE 27 OF THE PUBLIC RECORDS OF PINELLAS COUNlY, FlORIDA. PARCEL IV: LOTS 1, 4, THE EAST 42.5 FEET' OF THE WEST 132.5 FEET OF LOT 2, THE EAST 50.0 FEET' OF LOT 2, THE WEST 90.0 FEET' OF LOT 2, LOTS 3, 5, 6, 7, THE WEST 1/2 OF LOTS 8 AND 9, LOTS 8 AND 9 LESS THE WEST 54.10 FEET THEREOF AND ALL OF LOT 10, ALL IN BLOCK 3, PlOT OF THE WALlACE ADDmON TO CLEARWATER, FlA., ACCORDING TO THE PLAT THEREOF AS RECORDED IN PlAT BOOK 3, PAGE 6, PUBLIC RECORDS OF HIUSBOROUGH COUNlY, FlORIDA OF WHICH PINEUAS COUNlY WAS FORMERLY A PART. TOGETHER WITH VACATED ALLEY RUNNING NORTH AND SOUTH THROUGH BLOCK 3 ABOVE REFERENCED AND LYING BETWEEN THE SOUTH RIGHT OF WAY OF TURNER STREET' AND THE NORTH RIGHT OF WAY OF PINE STREET'. PARCEL V: THE WEST 40.0 FEET OF LOT 10, LOTS 11 AND 12 ALL IN MARSHAlL & BRANDON'S SUBDMSION OF BLOCK 7 OF W. WALLACE'S SUBDMSION ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK " PAGE 27, PUBLIC RECORDS OF PINELlAS COUNlY, FlORIDA. PARCEL VII: THE ALLEY LYING EAST OF AND ADJACENT TO BLOCK 3 OF THE PLOT OF THE WALlACE ADDmON TO CLEARWATER, FlA., AS RECORDm IN PlAT BOOK 3 PAGE 6, OF THE PUBLIC RECORDS OF HIUSBOROUGH COUNlY, FlORI()A OF WHICH PINEUAS COUNlY WAS FORMERLY A PART, TOGETHER WITH THAT PART OF THE RIGHT OF WAY OF INDIANA AVENUE LYING WEST OF AND AO.JACENT TO LOT 12 OF MARSHALL & BRANDON'S SUBDMSION OF BLOCK 7 OF WALlACE'S SUBDMSION AS RECORDED IN PLAT BOOK " PAGE 27, PUBLJC RECORDS OF PINELlAS COUNlY, FlORIDA. ALL OF THE ABOVE BEING ALSO DESCRIBED AS: LOTS 1 THROUGH 10, A 15 FOOT ALLEY AND A 20 FOOT ALLEY, METHODIST PARSONAGE ACRE, AlL IN BLOCK 3, OF WALlACE ADDITION TO CLEARWATER, FlA AS RECORDED IN PLAT BOOK 3, PAGE 6, OF THE PUBLIC RECORDS OF HIUSBOROUGH COUNlY, FlORIDA OF WHICH PINELlAS COUNlY WAS FORMERLY A PART, TOGETHER WITH THE ViEST 40 FEET OF LOT 10, ALL OF LOTS 11 AND 12 AND THAT PART OF THE RIGHT-OF-WAY ot" IND!AN~ .. AVENU~ LYING WI~ST OF AND ,'\DJACENT TO LOT 12 OF MARSHALL & BRANDON'S SUbul~'f:ON OF BLOCk 7 WALLACE'S SUBDMS,~N AS RECORDED IN PLAT BOOK " PAGE 27 OF THE PUBLIC RECORDS OF PINELlAS COUNlY, FlORIDA, TOGETHER WITH A VACATED 60 FOOT RIGHT-OF-W~Y OF ATlANTIC COAST LINE RAILROAD LYING SOUTH OF THE SOUTH RIGHT-OF-WAY LINE OF TU:~NER STREET' (60 FOOT RIGHT-OF-WAY) AND THE NORTH RIGHT-OF-WAY LINE OF PINE STREET BEING A PORTION OF SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELlAS COUNlY, FlORIDA BEING FURTHER DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHWEST CORNER OF LOT 2, BLOCK 3 OF SAID WALlACE'S ADDITION TO CLEARWATER, FlA BEING A POINT ON THE SOUTH RIGHT-OF-WAY LINE OF TURI'IER STReET (60 FOOT RIGHT-OF-WAY); THENCE ALONG SAID SOUTH RIGHT-OF-WAY LINE AND THE NORTH LINE OF LOTS 1 AND 2, BLOCK 3 OF SAID PLAT, N.89.44'34-E., 417.75 FEET TO THE WEST RIGHT-OF-WAY LINE OF INDIANA AVENUE AND THE EAST RIGHT-OF-WAY LINE OF ATANTlC COASTLINE RAILROAD; THENCE S.OY20'46"W., 281.41 FEET TO THE SOUTH RIGHT-OF-WAY LINE OF HAROLD COURT (50 FOOT RIGHT-OF-WAY); THENCE S.86"39'14-E., 34.00 FEET' ALONG SAID SOUTH RIGHT-OF-WAY LINE; THENCE CONTINUE ALONG SAID LINE, N.89.44'34-E., 182.35 FEET'; THENCE LEAVING SAID LINE, S.0,.,,'38-E., 116.00 FEET TO THE NORTH RIGHT-OF-WAY UNE OF PINE STREET' (RIGHT- OF WAY WIDTH VARIES); THENCE ALONG SAID LINE, S.8!r44'34"W., 225.62 FEET'; THENCE S.OY20'46"W., 0.24 FEET; THENCE CONTINUE ALONG SAID NORTH RIGHT-OF-WAY LINE OF SAID PINE STREET', S.8!r48'33"W., 387.28 FEET' TO THE EAST RIGHT-OF-WAY LINE OF FT. HARRISON AVENUE (RiGHT-OF-WAY WIDTH VARIES): THENCE ALONG SAID UNE, N.01.01 '28"W., 398.80 FEET TO THE POINT OF BEGINNING. CONTAINING 4.276 ACRES MORE OR LESS. FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD. ZONE X PER FLOOD INSURANCE RATE MAP 125096 0015 0 MAP REVISED: 08/19/90 \'ft.1 SURVEY INFORMATION PROVIDED BY A SIGNED c!c SEALED SURVEY BY: DANIEL D. FARRENS, PLS '3885 +:. DATED: 3/21/01 .. I , I I II Ii II ": >.' , (\ );, "t~+ -~ ' '~ . SECTION 16 , TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER ',. - -........._- ~-.- " -,#..-" . ~. .. ... ...f~ '.!.~~.~..' ..",i' J -' ,..j J " --'T~I .. L,J .... I.&. ."1 .=~-c ill .p SITE. DATA fi)l ~ ~; I ,-' EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED I I I ZONING: D D D D I CENTRAL BUSINESS CENTRAL BUSINESS CENTRAL BUSINESS CENTRAL BUSINESS i LAND USE: DISTRICT OISTRICT DISTRICT DISTRICT i I AUTO DEALERSHIP (DEMOUSHED) i GROCERY STORE c!c GROCERY STORE c!c .1 USAGE: BAIT c!c TACKLE SHOP RETAIL RETAIL COMMERCIAL I I 186,274 S.F. 186,274 S.F. 186,274 S.F. \ i LOT AREA: 4.28 ACRES 4.28 ACRES 4.28 ACRES N/A BUILDING COVERAGE: 8,807 S.F. (REMAINING) 44,287 S.F. 44,287 S.F. (S.F. c!c " OF GROSS SITE) 4.73" 23.78" 23.78" N/A GROSS FLOOR AREA (S.F'.): 8,807 S.F'. (REMAINING) 44,287 S.F. 44,287 S.F. F' .A.R.: .047 0.238 0.238 ..N/A F'RONT: 0' 2' 2' N/A SETBACKS: SIDE: 0' 5' 5' N/A I REAR: 311' 42' 42' N/A i - I I HEIGHT: 20' 25' 25' 30' -50' MAX. ,. - PAVED VEHICULAR USE AREA: (V.U.A.) 101,546 S.F. 101,415 S.F. 101,415 S.F. N/A ,I IMPERVIOUS SURFACE RATIO: I (I.S.R.) 118,618 S.F. 152,389 S.F. 152,389 S.F. N/A I OPEN SPACE: 67,656 S.F. 33,885 S.F. 33,885 S.F. (S.F. c!c " OF' GROSS SITE) 36.27" 18.19" 18.19" N/A PARKING LOT INTERIOR LANDSCAPING: o S.F. 7,990 S.F. 7,990 S.F. (S.F. c!c " OF V.U.A.) 0" 7.88" 7.88" N/A ~! 200 SPACES 200 SPACES I PARKING: VA' '010;1 47 SPACES 6 H.C. 6 H.C. 2-4 PER 1,000 S.F. 'j I I PARKING CALCULATIONS: 4/1000 S.F. x 44,287 = 176 SPACES i . '!;; ~, ;.'0 ,_. _ _ ~ . J ... _!: i i I ,I f'~'~,~-;' \. ,..,L-::::::-:-;:' "'~' '", r; 'ij~ i i< .' 'tw -f-- . . '" I""~ LEGEND if I J.\:i I ~! I 2 ;:f ! '^ 1"4: x' ....... -z I'i~.., · xi ~ '. , ...eel ~z ." Gl)'" 1"4: .... ;z ~.. ... -- ...... ~t - . ... EXIST. ELEVATION EXIST. CONTOUR ()C) ,,,C), x ........"""".."..."".""".. 1 0 ..,..""...."""" , NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER + 10.00 - - -10- - NEW STORM SEWER _ >Y:: "'~E . .,' ,'III "':~ ",",. 'F '~k~X . ".'4. ",~O i"" rJr' _ j:; - I~:, - ':' > ". X W'~ "lfi ... ..~ iY '01 · ?~ .~ NEW UNDERDRAIN I ___________ I EXIST. SAN. SEWER ' - , NEW SAN. SEWER - I - , - I _ I I I II EXIST. WATER SERVICE - - - - - - - - - Gl) o ~ "" . 1ft . A..... .= o. ~A ~- ...~ .. ZO "... , A...... x..... ".~' j zl=' .. .. ~ . .~'''~J .. '^" - "It. ~ O~ " Nt \I NEW WATER SERVICE - - - - - - - - - NEW INLET . NEW SAN. MANHOLE e C.O. - I -11)- I - NEW CLEAN-OUT(C.O.). NEW BUILDING AREA NEW ASPHALT NEW CONCRETE TEMP. SILT BARRIER .. POINT OF CONNECTION OF NEW UTILITY TO EXIST. 4 l' 1t, I' __J.. ,,/ . l t~.,. I' * \.," .... ..., ~ 4 I ...'tt, , . , I I I I I, M B.F.P.D. F.H.A. F.D.C. T.B.O. T.&V. I NES Comm.: 0105'j I Drawn By: B.J.V. '] Checked By: l J. V~I. -1 METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE ~ I~ l.ti It i~ i' ~ .. , . Issue Date: Revisions: No. Date 01/04/01] ----.--- 1. .1'1 I D(~scrj.f~tio!~__ i -: I II iF " ,ll I. J 1"'-, . SITE PLAN APPROVED CAS! , -CV, @,,- 0 ~- ~q CASE TYPE ~~ s DRC DATE G'(f-a' CD. DATE SIGNATURE rvT '..:. DATE (f.z"Q( B DESIGN/DEVELOPMENT D PERMITTla:& BIDDING D CONSTRUcTiON DOCUMENTS INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING AND DRAINAGE SITE PLAN C5.1 UTiliTIES SITE PLAN C6.1 CIVIL SITE DETAILS C6.2 CIVil SITE DETAilS L 1 LANDSCAPE SITE PLAN L2 LANDSCAPE SITE PLA 1&.1 ~ 2 o (I) (I) Q: c( :r: i! c( Q LLI t- - >- 2 c( Do. t: ~ It) oe u Je . ... C") ... 2 C") 0c(1&.I ct D::C:& C I&.IQ:Do.CIlQ;: 200<'0 D:: ...J Ld 10 --' ' :) ..... >. ~ ..... ><... ...... 1&.1 .. D::~QZ~ - 1&.1 -j 1.11&.1- ..... 2 ..- - 1&.1 .... t:lf.CC!::x:CC CCl8~ifli~ -} L&.i i:3 D:: :; ::3 1'6 . ...J 0 ClO ...J ..... (I) U ..... ... U . .' ?", ~ ,if . ';'; " / T.' .'. ,1" , .,~>\. :,.,. '." C1"'J<<~ 1 ... :o!~'o:l~'_ ,O:J:: ; , ,_:~~\ , .. ., .' .: i,:r:- GENERAL NOTES AND SPECIFICATIONS 1. ALL DESIGN AND CONSTRUCTION OF THIS PROJECT SHALL CONFORM TO THE CITY OF CLEARWATER, FLORIDA D.O.T. AND SWFWMD STANDARDS, SPECIFICATIONS, LAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES. 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM, 1929. 3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AT LEAST 48 HOURS PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL "CALL SUNSHINE" 1-800-432-4770 A MINIMUM OF 2 DAYS AND A MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION. 4. ALL UNDERGROUND UTILITIES MUST BE INSTALLED BEFORE BASE AND WEARING SURFACE ARE CONSTRUCTED. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE. CONTRACTOR SHALL CONFORM TO THE INTENT OF THE PLAN. ANY REQUIRED CHANGES OR ADJUSTMENTS SHALL BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO USE WHATEVER MEANS NECESSARY TO CONTROL AND PREVENT EROSION AND TRANS- PORT OF SEDIMENT TO SURFACE DRAINS AND TO DITCHES OFFSITE DURING CONSTRUCTION. SEE EROSION AND SILTATION CONTROL NOTES FOR ADDITIONAL INFORMATION. 8. ALL PIPE LENG";'"iS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO CENTER OF STRUCTURES OR FITTINGS. PIPE MEASURE- MENTs FOR MITERED END SECTIONS ARE TO END OF PIPE. 7. EXISTING PAVEMENT SHALL BE SAW-CUT AS SHOWN ON DETAIL WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 8. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1 /2" ASPHALT TYPE S-3 COMPACTED TO MIN. 95" THEORETICAL MAX. DENSITY, ON 6" LIMEROCK BASE lBR 100 AND COMPACTED TO MIN. 98" OF MAXIMUM DENSITY, ON 12" SUB-BASE LBR 4.0 AND COMPACTED TO MIN. 98" OF MAXIMUM DENSITY PER AASHTO T -180. 9. PAVEMENT IN CITY R.O.W. SHALL CONSIST OF 2" ASPHALT TYPE S-1 COMPACTED TO MIN. 95" THEORETICAL MAX. DENSITY ON 8" L1MEROCK BASE LBR 100 AND COMPACTED TO MIN. 98" OF MAXIMUM DENSITY, ON 12" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO MIN. 98% OF MAXIMUM DENSITY PER AASHTO T-180. 10. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY. SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF POWER LINES AND OTHER UTILITIES. 11. ALL CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 3,400 PSI (28 DAY ACCEPTANCE STRENGTH) UNLESS OTHERWISE NOTED. 12. CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY HIS OPERATION TO THEIR ORIGINAL OR BETTER CONDITION. 13. CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTILITY CONNECTION POINTS PRIOR TO THE START OF CONSTRUC- TION AND SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER OF A~Y OlSCREPANCIES FOUND. 14. NEW WATER MAr:s 4" AND LARG~R SHALL BE PVC AND CONFORM TO AWWA C-900 STANDARDS, UI~L2SS OTHERWISE NOTED. NEW WATER MAINS SMALLER T"'~N 4" DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM 02241 AND 01784. UNLESS OTHERWISE NOTED. ALL GATE VALVES TO BE RESIUENT SEAT. ALL WATER SYSTSM MODIFICATIONS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF CLEARWATER WATER SYSTEM STANDARDS AND SPECIFICATIONS. 15. REINFOR~ED GONCRETE PIPE IN THE PROPERTY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-76. ClASS III, WALL "B" UNLESS OTHERWISE NOTED. 16. ADJUS rMENTS OF EXISTING INLETS, JUNCTION BOXES, MANHOLE TOP!, WATER VALVES, WATER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 17. ALL BACKFILL OVE~ ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY, SHALL BE COMPACTED IN A~CORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 1 5-8.3, LATEST EDITION. 18. U LESS NOTED OTHERWISE IN PLANS, SANITARY SEWER PIPES SHALL C NSIST OF POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM 0-3034 AND 0-1784. THE PIPE SHALL BE SDR-35. JOINTS SHALL BE BELL AND SPIGOT AS PER ASTM 0-3212, USING FACTORY INSTALLED FLEXIBLE ELASOMETRIC SEALS /IS PER ASTM F-477. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING ALL SANITARY SEWER MAINS AND WATER MAINS IN ACCORDANCE WITH CURRENT STANDARDS OF THE CITY OF CLEARWATER AND PINELLAS COUNTY PUBLIC HEALTH UNIT. CONTRACTOR SHALL NOTIFY THE CITY OF CLEARWATER AND PINELlAS COUNTY PUBLIC HEALTH UNIT AND THE OWNER OR HIS AUTHORIZED REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF PERFORMING TESTS. 20. THE CONTRACTOR SHALL PROVIDE A CERTIFIED RECORD SURVEY, AT THE COMPLETION OF CONSTRUCTION SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD SURVEY SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS AND INVERTS. LOCATIONS OF ALL NEW UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD SURVEY TO THE ENGINEER. THE AFOREMENTIONED RECORD SURVEY SHALL BE SUFFICIENT ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION THAT REQUIRE CERTIFICATION. ..... o o C\l 21. IN ADDITION TO THE RECORD SURVEY, THE CONTRACTOR SHALL FURNISH COPIES OF TEST RESULTS INDICATING ASPHALT THICKNESS AND DENSITY, L1MEROCK BASE LBR, THICKNESS AND COMPACTION TESTS, AND SUB-BASE COMPACTION. 22. SITE CLEARING/STRIPPING: THE INITIAL SITE PREPARATION SHALL CONSIST OF CLEARING THE VEGETATION WITH THEIR ROOT SYSTEM AND THEN STRIPPING THE SURFACE TOPSOIL TO STOCKPILES FOR REUSE. EXISTING ASPHALT PAVEMENT SHALL BE STRIPPED AND REMOVED FROM THE SITE FOR RECYCLING. EXISTING L1MEROCK/SHELL SHALL BE REMOVED TO STOCKPILES FOR REUSE. 23. AFTER STRIPPING AND ROUGH GRADING THE SITE, THE EXPOSED NEAR-SURFACE SOIL BENEATH THE CONSTRUCTION AREA, 12" MINIMUM, SHALL BE COMPACTED TO DENSITIES EQUIVALENT TO 98" OF MODIFIED PROCTOR, MAXIMUM DRY DENSITY (ASTM 0-1557). ..... o r.: ~ bi o C'l o 01 ::l <l: ::l .r:::. I- 01 :It "0 c:... QJ > o u - In o ..... o - ..... o o C\l - lJ) ..... U QJ o c:... c.. - lJ) 01 c:: ...... :s ro c:... Cl - 24. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION AND CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UP TO AND INCLUDING THE INITIAL MOWING. .... 25. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF FIVE (5) FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., 5.1926.650, SUBPART P, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). EROSION AND SILT A TION ICONTI 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE pr~OJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAlt~ED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR SHALL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT DURING CONSTRUCTION OF ANY RETENTION AREA AND SHALL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREA MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 25. ALL STOHM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPE(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. 26. ALL PVC STORM PIPES SHALL COMPLY WITH AWWA C-900. 27. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTION OF THE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILllY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND IREQUIREMENTS. 28. ALL SITE/CIVIL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO COMPLETE SATISFAcnON OF THE ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 29. DEVIATIONS FROM THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER BEFOHE INSTALLATION. 30. ALL NECESSARY PERMITS AND LICENSES SHALL BE OBTAINED AND PAID BY THE CONTRACTOR. 31. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND PERMITTING. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN THREE (3) DAYS OF EXCAVATION. ALL OTHER INTERIOR SWALES, ETC., INCLUDING RETENTION AREA SHALL BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND ~:"ABILlZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL. AN UNSTABILlZED STOCKPILE REMAIN AFTER TEN (10) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY BY THE CONTRACTOR, ESPECIALLY AFTER EACH RAINFALL AND SHALL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CONSTRUCTION IN FLORIDA D.O.T. R.O.W. NOTES 1. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100") 2. ALL PROPOSED WORK MUST COMPLY WITH F.D.O.T. INDEX 700. 3. ALL RIGHT-OF-WAY INSTALLATIONS SHALL COMPLY WITH THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS GUIDE. PAYING NOTlI 1. PRIOR TO CONSTRUCnNG CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2- PREFORMED BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND At'('( STRUCTURE. 3. ALl PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES R'.::FER TO THE LATEST EDmON OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PR)PERTY SHALl CONSIST OF 1-1/2" ASPHALT, lYPE PC-3, ON 6" UMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ('lJ STABILIZED (LBR 40) SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. 7. HEAVY DUTY PAVEME~!T IN PROPERlY SHALL CONSIST OF 2" ASPHALT TYPE S-1 ON 8" lIMEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY ON 12" lYPE B STABILIZATION (LBR 40) SUB-BASE AND COMPACTED TO 98% OF MAXIMUM DENSllY PER AASHTO T ..,..180 8. PAVEMENT IN THE R.'.: W. SHALL CONSIST OF 6" THICK 3000 psi ClASS 1 CONCRETE ON STABILIZED (LBR~C,) SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER AASHTO T-180. 4. ALL PROPOSED WORK SHALL COMPLY WITH CITY OF CLEARWATER DEVELOPMENT ORDINANCES AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 5. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T. INDEXES 600 AND PER R\J~DWAY AND TRAFFIC DESIGN STANDARDS LATEST EDITIOi'L 6. MAINTENANCE OF TRAFFIC AND SAFETY SHALL COMPLY WITH INDEX f323 AND BE APPROVED BY FLORIDA DOT PINELLAS MAINTENANCE O~FI(,f PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 7. SIDCt'::\LKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REM~-", '.':, AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT AU_ li'.~'S. WHDJ EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMO\ ED TOI THE NEAREST EXPANSION JOINT. 8. PLAC\' !:.XPA~SIOf'.l JOINTS WHERE 4" AND 6" SIDEWALKS ABUT AT DRIVEWAYS. 9. ~ 'W-CUT EXISTING EDGE OF PAVIEMENT PRIOR TO REMOVAL OF CURB. 10.DISTurO'P'ED AREA WITHIN THE RIGHT-OF-WAY SHALL BE COMPACTED TO 100% OF MAXIMUM DENSITY, RESTORED TO ORIGINAL CONDITIONS AND ~~ODDED. SURFACE WATER SYSTEM REQUIREMENTS DRAINAGE NOTES 1. THE RETENTION AREA SHALL BE ROUGH GRADED PRIOR TO CON- STRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, FINE GRADE THE FINAL TWO (2) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AS SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 2. THE RETENTION AREA SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 3. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPON- SISL: FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND RE- MOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE PERCOLATION OF THE STORM WATER. EROSION AND SIL T A TION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. J CONTRACTOR'S RESPONSIBILITY NOTE .~ ~ a~ t- , "- . ." .. .z . .- o --= .. .--" Vi ,.. '" z t:~ . ..- . x~ .. ~e . .z ." .. .~ . ~'" .. 1ft 1M 2 .z iii ..:i t -- Z .--. ,..~ o t:. . 1M - > I IT IS THE CONTRACTOR"S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ENGINEER AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A FIRST CLASS CONDITION (SURFACES THAT ARE BROKEN, CRACKED, RUSTING, CHIPPED, SPLINTERED, OF A TEXTURE NOT MATCHING ITS SURROUNDING, WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THAT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS :5PECIFICALL Y IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICULAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRlffiN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S), 'UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, lOURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NIOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, T~E CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGE AREA TO THE SATISFACTION OF THE" ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE IDOCUMENTS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED ARE FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENTS ASSUME NO RESPONSIBILllY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE :ONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: SANITARY SEWER NATURAL AND LP GAS LINES RECLAIMED WATER SUPPLY T.V. CA~LES TELEPHONE CABLES SECURliY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION ... til CI' ~ .., III 10 o . 1ft . 1ft . " A'-- Z .= i o. Z ~A . I; ~ :1:0 A ,,~ Zit. . -. .. Zt- .... . ::)~ ~~ ~ .. r;. o~ " 1ft" . WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE AlARM SYSTEM CABLES CONTROL WIRING SYSTEMS NES Comm.: 0105 I Drawn Iy: I.J.V. I Checked Iy: J.V.1. IT WILL BE THE CONTRACTOR'S RESPONSIBILll1Y TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND S~RVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANlS ARE APPROVED BY THE ENGINEER AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHA:"L REPLACE OR REPAIR, PE~ SPECIFICATIONS, ANY AND ALL DAMAG~() UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL WORK AT THE CONVENIE~~CE OF THE SCHOOL SO AS NOT TO DISRUPT CLASSES AND INCONVENIENCE STAFF. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEQULE WORK PROCEDURES THAT ARE NOISY, C~EATE ODORIFEROUS FUMJiS, OR PRODUCE A CONDITION THAT WILL BE DISRUPTIVE AT A TI~f: \:~HEN CLASSES ARE NOT IN SESSION AN~ STAFF ARE NOT OCCUPYIN ~ THE BUILDING(S). THE CONTRACTOR SHALL BECOME FAMILIAR WITH "i'HE SCHOOL SCHEDULE OF DAILY CLASSES, BREAKS BETWEEN SES510iN~ t\ND HOLIDAYS, AND USE THAT AS A GUIDELINE FOR PLANNING D!tR' 1\ )T!VE WORK PROCEDURES. Issue Date: 01/04101 Revisions: No. Date Df:scription NOTES TO THE CONTRACTOR 1. NEW WATER MAINS I AFTER COMPLETION OJ:" INSTALlATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE P;::\~FORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SP~CIFlCATIONS. SAMP- LING OF NEW WATER MAINS SHALL CONFORM WITH C ')UNlY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARD!:.D TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTlFlCATlON BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE rROM COUNlY pi ~gLlC HEALTH UNIT HAS BEEN ISSUED. B DESIGNIDEVELOPMENT D PERMITTING & liDDING D CONSTRUCTION DOCUMENTS 2. IRRIGATION NOTE:: IRRIGATION SYSTEMS :SHALL UTILIZE LOW VOLUME ~ESIGN SUCH AS LOW TRAJECTORY HEA'6S OR SOAKER HOSES TO PRO~DE DIRECT APPLICATION AND LOW EVAPORATION .AND MUST HAVE A RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. WATER SUPPLY SHALL BE PIPE TO EACH INDIVIDUAL PLANTER ISLAND. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER SHALL BE USED (UNLESS UNAVAILABLE) AS A S()URCE OF IRRIGATION WATER. 100 " COVERAGE MUST BE PROVIDED. AN IRRIGATION PLAN SHALL BE SUBMITTED IN ORDER TO AVOID DELAYS AT THE TIME OF THE CER- TIFICATE OF OCCUPANCY INSPECTION SHOULD A NON-ACCEPTABLE SYSTEM BE INSTALLED. 3. TREE BARRICADES REQUIRED TREE BARRICADES AND EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN THESE BARRICAOES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS AND/OR PERMIT REVOCATIONS. AS PROVIDED BY THE crtv OF CLEARWATER COMMUNllY DEVELOPMENT CODE. 4. TRENCH EXCA V A liON - INCLUDE OSHA STANDARD 29 CrR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF LAWS OF FlORIDA CHAPTER 90-96. - THE CONTRACTOR SIHALL PROVIDE WRITTEN ASSURANCE or COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR. AND APPROVED BY THE ENGINEER. 5. ALL RETENTION AREAS, STORM SEWER PIPING, . STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART or THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILllY OF THE CONTRACTO~ TO ACCOMMODATE POSITIVE DRAINAGe: THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FlOODING THAT MAY OCCUR DUE TO HIS WORK SHALL BE THE SOLE RESPONSIBILllY OF THE CONTRACTOR TO REPAIR. 6. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. U) Z o - .... ~ - ..... - (.) LLI D. U) LLI .... - en .... - > - ~.'U ~~>.5.: <'<:t: ~;': ;""-" ,.;/<",;.~,;'.' . i~ 1&1 ~ Z o en en - > ~ z :c f t: ~ an oa u Je . .... C") rnCifi :: -a:E Q "'-A.Q- !ti! 11:0 CD: 11:9--09 = u..iC D:u.. ><:; arE Q ~arE _ 1&1 ~ 1&1 r.u ~ .... I ; t: !:i! ; eel 8 Ill: i ui D: ::::>> Uti ~ a:: ;; i1j D.uiu~=d .>,-'1', . '@ ~ 41 @ If ~ J~ > . I I 0 I · I S 0f1l'38WE "li6.1)()' , 3217 ..~ i~ I _ _ _ ... .,--- - - ~ 32.1; " ',- ~ - - - -~-4.~-r~ - - ~.~: ~t tt~ :~il .~ ~I I .-=-;: .. I 1.1 ~J6: I .q-.I lor ~l 32.94 ~ ><1 IlJ.J 33 'f-- ------; t ~ i~ 34.2' I I -' ~ I U - .'( G'1n~ g- I~ I d 1 I '-, 3 '8 ~5' 32'1 u,~~~ ~ 61 I !!W ,1,7 S ~ tl3288 i~ ~ !G i ~ t ~ -0 .Q ~ IQ ~~ ~.J.Q ,~ I"" ~. '.. I~ . 33 t4 ~ .>- - 3213 U i ~ I g- 3287 r... 1- !~:~? .0 32,96 v," 32.94 - 3135 <:J 32.90 I . I 3309 (''I >-1 1 5'5r~7"W 1 t I II I 1113301 i III~" I N 32 ~4 3; 3~ 00 3t '~.74 ~3B7 , ~ U/ 0>-V1 U +' 0 ,9u:p Q;'..<! 325 +' Q; r... o Q Q; .~ Q; '6 ~ ~ ~ r... ~ '- QV10 QoilJ o Ole! 3IG I · I I I I ~3f3 I I e I I 3~t ~' : 0 31.6 10" ~ 33.3 3324 ,~ . -! 3338 33.25 ' I~ ,.-, - Vl ~ ~~ L-... '-.... I ~ c-' ~ ,[j 36~ , ~"O fLP Oel U 33.95- 340'031 I ~~ o OQ ~~ ~~ ~o steps 32.3 r,--- 32.9 I dlr I ...J' I url ~n-- 34.0 407 1_ 0 T 2 LOT 7 1~'J8 ~I~ ~. ~' I: 0' ul 4AI LOT 325 W ~ ~' 333 25 333 II" ..- _1'~ llJl 331 33 8 ~ ~ ~ 08" II" o >, 12' I: :i:: !O" OU ~ '- V1 U Q; 0 o Q- +' Q;<! Q; I: +'=r... ~'-~ .- Q; 0 X +' ~ o 0 s.. ~~o Q. Q; 00Je! 34.8 3uBl. 34.64 'I I I I I , 1 i? 029 LOT 1 story wood fro.M1 I~o. r 0. ge C 6' wood fence n~.w - 340 LOT 1 1 LOT 6 3 33" r I I , I T I. 30 >- <t ...J U conc- o o N N ..... ~ 33.93 cone 34.5 34.~ I: I I .1:1 dl ~I UI 8'6' 61 UI - I -;1-1 il 'I II 35.25 I r 34,74 34.B6 342 I' @ 389 R,1il [LEV, : 31.61 ~JI\ S INV. , 25.39 NW INV. , 1839 'II !NV, , 12.11 ~I ...J u. lei a.. U DO ~7. ~ 15' Lor 5 o.spho.l t po. veMent ilJ o ~ \f) conc-- .'( d ~I U 61 u N I'- story Mo.sonry #607 35A2 1 story wood fro.Me 3532 3506 R!M ELEV, , 31.49 SE INV. , 28.33 ~ INV, , 2561 'Ii :NV , 25.58 LOT II"@ 4 35.16 LOT R'1,j ELEV. : 3130 I -NINv-, 28.20 "\ I S :NV. , 27.71 \ E 'NY. , 27.70 \ '(I( INV. , 17.16 ~ asphalt 16' @ CA TCH BASIN THROA T ELEV. , 3i 29 RIIil ELEY. : 32.06 N"/II INV, , 2856 ~" 35.15 35.51 \ \ 3539 13"~ 34.2 13" ~ ~ .Q "- ::; U t40 ~ $,CO, U - I 0J .~\.,~. ')'0/ / / ~l / / ~( GRATE ELEV, ,3177 L TIjROA T ELEV, , 30.98 N INV. , 2890 (BLOCKEOI S INV. , 2880 \ 15'RCP \ ,...- OUTFALL STRUCTURE TOP Of STRUCTURE, 24.65 SE INV. , '8.79 0" 3.90 3363 underground u tlli-t y vo. ul-t I I 1 1 1 1 I ~I ~I I 34.75 l' f "cb ,f, 00- ~I .. .B6 +:5811 Gl. 3528 >- ,Iv d ~ ~ 00 ~ fJ r- 339 !3~~~ fRf~ 3452..-T.S. 34.65 34.25 f3g g .15.74 ~ o I1':l '--' I 33.94 .0 3360 .... ::l () 0- 3403 2 c4.57 U I 3700 ~8 r ~3i'~5 ~57 ~ ~~ :g~ !~ r.n r-,,~I: ~95 2;,76 ~" 38.59 3467 34.36 ~ '" v v c: o v .0 . ~ :J U () c o () co 35.62 35.26 -- rn ~ ~ .J 3739 1~~94 -:51;;47 IU/~j06 37.14 -~.o 1>-" L e: ,C;.. , 15( 7.62 ...B'M mv. ~610_{ ~U~ S INV. , 3200 '- SE INV. , 3246 E INV , 32.48 'i/ 'NY. , 32.46 " 17 ,,~EI.E-"--, 3':""..6_ I N INV , 34 00 SE INY , 35 54 IE INV. , 3494 "/II !NV , 34.94 ;..,~~~~ PP,~ ~ITJ ~ 17 r;> ~ t~]31~4 17 I> 17 17 ~ conF I> ~ 17 ~ t7 17 171> t7 17\7t> .;> 17 17 I> 17 36.96 3648 I~ () 0- o .... U I> I ~ 17 t 17 I> t7~ I 'L,~~ ~ ~ T ~ ~ _ .' _I ~I,~ P ,: 0 T :' C L P 38 60 C> WL P t7 \ ~ ~ ~ 17 't7 t>~ 17 17 ~ \ 17 17 .~ t> 17.3 I ~ ~ 311 .6 ~ WI tf 17 \ -1 ~. I 17 fj' 1382217 IV -.r-' II~ "" ~ 1<1:'1 ' ,comt ~,F ",': - ~v - - -" ~. 11~17 '.0' ~ I> V I> V 17 Il ~ ~ I : ~ 17 ~ 17 17 I> ~138.; V 2 I 8 i ~. ~, OJ v.' J con~ "" 1 ~ 'co i GS Gill t7 I I>r;- 17 lJ.J ~r;- I I ~ 3835 ~ I> '\ 17 '.37..2621, ~& 3 .iL __ _ ~ "'"- _ ~AO ~ 37 9 1<. 38.45 ~ "" ~ 5llA5~_ -Il' _ ~ 38~5 I WI. , . c;'c ';o.lkGl... Gl. oror. 28"W'GL251.73" F~ ~ ~' ~ I .1'..w-- ~_ ~w<> _ _ _ _ __.--1:: _ _ -- I ___~~_______----K>>---.-- 3752 3769 "~ "~ LP.. I> r;- " I> r;- 17 I> 17 3810 3722 l7.98 36.67 37.17 II II ~ 3826 3824\ I NM i.D ('\.1 i.D ..... tD ~ -'-' u a Q) ::J I- 38.36 38.05 38.11 Cl"I ~ "0 Q) ...... ..... (f) - LD o ..... o - ..... o o N - (J") ...... u Q) o C- o. - Vl Cl"I C ..... ~ ru C- o - ~ TSP 3899 I I drIp 1 I l8.l0 38.10 38.14 "1:- dl @ 00" cur~_ 3752 C.U ~ n~ w.v. 3~.92 -~ / ~H~ 37.61 (', "hi ~H~ - -,W---.. .,...-------,.."" , pp -T~ .W .,~V ,S~~ q' ,W .W --- opproxiMO -te loco. i;ion of 8 · \II a.-:t e I"-- I,', r'\€'- p-€"l"-tft-y---o P-- Cleo.rwo. -ter Atlo.s ,H.... ,S~~ f ~... ,$V [.R'1l .IhEV -'.-390!.., ~ INY , 32.31 ,..,' ,-("In,... DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILllY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: l' '. '", :~. ... '.' :"1 CONCRETE r ... .'" / .1 ASPH. & BASE LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLL I BUILDING OJ [I] QJ m [J [J o ~ REMOVE CONCROE PADS, CURBING, AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT, REMOVE ASPH;\'_I AND BASE. REMOVE EXISTI~JG STRUCTURE AND FOOTING. REMOVE EXISTING FENCE REMOVE/RELOCATE TREE. REMOVE CURBING TO THE NEAREST EXPANSiON JOINT. REMOVE EXISTING STRIPING. REMOVE EXISTI~iG POWER POLES, OVERHEAD WIRES, GUY WIRES, TRANSFORMERS, BOLLARDS, GREASE TRAP, ETC, COORDINATE WI~Y FLORIDA POWER, VERIZON, TIME WARNER, ETC. REMOVE EXISTI~~G SIGN. m llQ] REMOVE EXIXTING 6" & 8" CLAY SANITARY SEWER, GREASE TRAP, ::TC., CAP AT PROPERlY LINE, COORDINATE 'tIlTH CI1Y OF CLEARWATER 1.llIUlY. E!J ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PiPES, INLETS, GREASE rr~APS, SIGN, AND POLE BASE SHALL BE FILLED WITH t,~'jPROVED SUITABLE MATc:.RIAL AND COMPACTED IN 1 :(' LIFTS TO 95% OF MAX DENSllY. OFF-SITE DISPOSA OF STRUCTURES, UiIL:'IES AND CONSTRUCTION DU3RIS SHALL OCCUR IN :'OLlD WASTE DISPOSAL FACILITIES APPROVED BY F.U.E.IJ, AND PINELLAS COU~rT'(. REMOVE EXISTI~G STORM SEWER PIPE MJL' INLETS, CAP/PLUG AT PROPERlY LINE. ~ r:-:;1.3 \..~ SCALE. 1'-30' 30 eo o 15 30 "r .". U~ ... t/l en' ~ .., .. ., z ~l: 2 00 .. oou . . .. ~~ .. ~z ~ ~- o -&: A. ~Y\ y\ 1'40 Z t:z : ;ct .. ... @ w. ~x ~~ ... 00... ~ MY\ .. ..... Z ;z .... 'lIt.:.i t ~:( z ~t o _. ~ ... - > Z .... . 00 o ~ M . '^ ~ " 0 ~ Z .(~ i 0... z ~o ... ~- ... .... ~ A. X 0 o ~~ z"'. ~ ~~ ~ ... '" .... r;: l- . :)... o~ ... y\ ~ - ~~ ~ 0.' V MV . I NES Comm.: 0105 I Drawn By: B.J.V. I Checked By: J.V.1. Issue Date: 01/04/01 Revisions: No. Date Description 18I DESIGNIDEVELOPMENT o PERMITTING & BIDDING . o CONSTRUCTION DOCUMENTSI l z :J D.. W .... - CI) Z 0 - J- - ...I 0 :e w c w ~ Z o CI) CI) Q2 >- ~ z ::c <( . Q. t ~ IL) cd (.) ~ . I- M ~<(rfi ~ o:::e~Qe ~o:::o<(o::: 0:::9...109 ::)u.~o:::u. ><.... .. LLI LLI .. 0::: o:::c zlX _ LLI LLI LLI LLI LLI ....I~~~~~ .:a8~~ui~ :::) . ~ 0::: c; ;:3 A ~..JOOO..J ... CI) (.) u. ..- (.) < C2.1 i .I 0- l ~ 0 \~ I I I 5" I .1 ~5" ~ Of . ~ @ @ S 0f11'38'E 11-3.()Q' - - 11_-- --~I u~ - - - z ~.~ 2 00 ... op ~ ~ .o\J ... ''If Z ~ ''If- o -~ A. ,... ~ '^ 1'4~ Z r--" -z ~ xi ... ~ @) Yo . ~:x: .oV ... co'" ~ 1'41- ..... .~ ~ ;Z I ... ''If.;,; t -- ,...~ Z ~t o _. ~ .... - > Z '" ,O~ Cfl / ",,' r--- I dlr II dri e 36 I @ I -- :.- ~ ~"--- ~O:: ~"'o loe u cone / 1____ ~, ~ z I ........" I ~II :11..11 el oj UI , , i ~1112" I "~ ~II ~II i.:JI.1 :~ I~I , 18" @ I 5 If ~ 3 [ ~'n6 (l ~ 0 d l "" ~5 10 ~ ~ 6' 5 i~ ~ ~ i~ ~ I 12 i~ l ~."~ ~, ~~ ,u.Q ~~ ! ~ II~ l~ i'j nl~ I ~~.~ 8 12' 10" I I 14" ~ ~13'. r \ 1 1 story r 6' wood fence Nood fro.r'le ~ go.ro.ge 1 :jf> 33" ~ r",eto.l D CDnc-.-~c WDDd:X ' - r.- Prorcr ~r J @ conc~- hi 15' 1 story 1 story wood II" 1'1(}sonry I f'r(}r'le @ #607 I '6' aspilolt paverl1ent ~ @ 1 I i cone I drive --~~ .-- - II" . )'4 ~ ... tJl .. ~ .p c Q~ ~~ d 00. ~~ ~~ ~d +' e (lJ E ClJ > o 0. -I-' d i: 0. IJ1 d SCALE. 19'30' RETENllON POND *~~ I 80 15 30 30 o 1....- ~ -- III a co o ~ M . '^ .0 \J Q"" Z ~~ Z 0..( z c= Q ~ ~- ... ... ~ A. X 0 Q ~~ Z .... ~ .A ~ ~ ..... :z:.... ... I- ~ . :) ~ ~C( ~ '.<( :;. O~ V MV RIM ELEV, , 31.61 E lNV. , '2.11 S INV , 25 39 NW lNY. , i6.39 W iNV, , 12.11 ::t ~ C; g ~ If) U e ~'6'1 B 'T I I !I 9f. NEW~~. I W ' '. H .Y o ~ u c o u / 55r~ " I - U L' ~ ~[.~ 4~ ~' I;:~ ~I~,: c-'", d~~t ~I;;~\C' ,<, ~,"1'1l.f '"J:"hf'Vw12IT"HX~ ',,: ',' l' 01\" 'I ,'(" ;)jl 1. ~",'" -< >}'~ s.. .Q '~":\,f: '~ ~5'R ~ , u . t.:.,,:,:J 4@ . ',I>t,'. ........ 2'f ~ ;j\t,'i'KI~I":;;C' '. ;f~ ~~ . "f:i,' ~~8;~l, ~ . 0 ~ " :~~;r,' '~, I, "'.. ......,;';;..,'.E ',:",/! .'., "j~'t~1;~~ ~ " 0 il".',~<' I;':'t; ",Ij ... , ' ",,;;>, " ~i' S 03' j' :;r~p >' ..', 0. spho.l t po. ver'lent . '- . R'IoA ELEV. , 31.49 SE INY , 28.33 N iNV, , 25,61 W !NY. , 25.58 l \ \ \ - PARKING TABULATION \ L_~" , , J3'@ ,_ [f-. .:::conc i3"L .c~.3 I:/W) ~ 4 conc wa'k - ___ 0" r. _\.._u -- --- - !!OIi '/~ ~;;- . ,_.1. conc\2- a~t '\ - ',?~.t'~l~~["",~: ,,;)~,.. ~~: " ~;: ' .~ ,". (~:; ~'J~ ',.t '- I CATCH BASIN j,THROAT ELEV ,9.29 RIY ELEV. , 32.06 Nil ,NY. , 2856 ~\N ------- . ~crropcuro'-- -- Ii conc cUt in ;\~, ..' :tlr' ; ;P: " RI BON CURB AYNEi UNITS I I 0~1 .. ! 2O'46f~" 21 1@6 I " I ! I I : I 6'8/ i @ I j rorr -- b1= . flu;"-e a= ~ -I ..r.s "'- i ~, 0::' . SHOPPING CENTER PARKING INCLUDING OUTPARCEL 200 1 conc telephone ['Jec'ihole ~ ~; TOTAL BUILDING S.F, 44,087 PARKING PER 1,000 S.F. 4,5 '( ,~~ ;-.. ~il ""i,J,.i': ~'~~_t;/, ':;, ,:. ,~,.'~ . , .".2 con~c"rk,'r: "~'.." I __~~;( St;'~_-. drOP---/~ "'" ----'-I T -~- c'Jrb \ Y fIlEW4.' wAiK 1 ( .... ------- il>-' i!r+RE'T AI'L' ~ ~II I I I I I I I I u' x V~~(V 10'x12' I 14200 SF I I W DU STER I r ' · · I I ~ \1 , r lV. I I I I I I I 1 '--:;; 1\'1,1 ~IIIIIIII ,/ I ~j':! I I ! \ I I i I I I 'rl~III~II~ . ,~IIIII. III i-I I ~i 'i\III,III\ Ii 11I1 i II i 111[-:- I i III 1111111-1111- 111111 1IIIIIilllllllllr 11111111-11 r- [-11- r~~~~ r ~ 111111;- i- 1'-11 r-IIIIII.~ Illi-(III' -Ii -1['-'111111 ~ II i-III i-III r- :-'-11 ~~[J ~~ -11r-r-r-r-r-r-r-r-r . Iii 'r I I~: II II I ~II -Ir~ 'II .". I~I ~~! -II~ I~ ~~l~ - I. II l 11 _I r 'I ,_ r=~rrr27.887 3.f'-'III~~ .., _' , I I 27 PRO'reJ"rVPE- Iii ~ ~ II r= ~-I r-ll[-r-i. :-, ~ ~ ~ ~ ~ 5 u.: I I,,: " I I t= - 1IIIC=IIC:IIC~~lllllrg... ~ 1111I III III i IIPCANffER==-f:}, ~ 111111I1111111111I ~ ~ C 111I1I11111III11I1 z P::[E~w Rt.J.:1pllll-l- !-IIII (II .~ ill-IIIIIIIIIIIIIII 1 ~= 1IIIillr!-~lllllllr I - IIIIIIIIIIIIIIIIII~ I i I! III II! i- ~ I rPJANfER -fp=" [-II r- r 1 i 111111-11111 b; III I-III (II r-i 1- i-i-III ~ 111111111111I11111 ~ 7' IIIIIIIIIII:III~II I~ 1IIIIr--IIIII-I~~lllr illlllllliil~~~~11 11111111~V-OR1.'~~ II nr-i c r- r- r- r- r- r- r- r- .--- r-- r- }.- r- r- ~ JI l{:NCLOSED GENERATOR J1] . .0 I ...=r=.... LOADIN,Q-~ (--=~\.I~ ~ DOCK L-- ' , I .L I I J 8Z 8 03"20'46'W 281A1 - - - '.I'1l" " '^' r~ , I, . ' 'l'~' t ). ~ -;:;t. . , \1 fl. , ~ ,I' t.tl 8"conc C'jrb . ,~ ').,~ / . ~ ~ 'l'[ '\~ o \ " \ \ \ ~OU1~ALL STRUCTURE TOO OF STRUCTURE, 2d 65 Sf I\{'/ : Ie 79 >RA1E ELEY. , 31.71 n~ROA T ELEY. ,30.98 \ ~ :~t ~ ,~~ ~,~ lilt O';KED! \ -" -,~ \: II ! II 1\ II :1 'I 'I H.C. SIGN (lYp,) :X~);~ii, ,.:~~~ ;; ,~",. .~.,}"- , .... '., ~\ali' i I I ., ",::,,;,,1),1 '.,i' " . ,'.' ,. _ i . , ., .;: .' . ..: . NE\I(~'i-'CO ~C:" IDEW~LK5' . r .~t~:':,~.:;"',}/,,:~ < '.1 ~j .' {f,ft H;'it.({,;)i'~ 'wi ;', ;;~1~~:~A~~B}'~!i~ ;1: " ,::l'.~;[::f~d;l,\:.r~~ !i.;;{~":f}T:~'/:,,, m.2 . ..., ,.: <0(.... .... k ~ "" ,'1.,.,~ ... ""'. .. ~ ~ , ",', ..: :;~:':'''~.:~;'F).~r...,,~. ~"#'T~~.{~ '~' ~. -,' -', 'of '" " ,~o Ii' ~.~"""" -..'1!'4 ~1 ') '?r..~.;' f l~":'~ 24 '> ~..,..'.-~:,;,~ 9:';'e~~ ~J ?- " , .'. p' .'1;..... h 'I .". '1. 4.""";;'J'~',~::,}""~,,~}~,, ~ <':t~ 'I (; J. ; I . I': .t ~.~ ~ :,<:,. , , ~'." ,J \' I """ I '~,) ~ },.".' ",I"' ... . ~ t.! .,' ~ "\ " t. ,: \~ c:, <. f '.F --., 'ri.-e,iM;;f j, -'<:c:', '~~_ '''''.'.; ":;:>:,,.' ;L:J~ Ii( 16 -,. :e, ,~:.:' , en lC':J": .0' ,", · " ;fiii'lii I ,,' > , ",.'. ),<,:';;, i,:'t"'''' ::..:. . ~. .".(, '-,~ ,~~ ~{~- "3,. , .C,.'. I", ,~,,>_'''~;'._: ", ,r...._~.. ii-_;, <V~_~-,: " ~ ~:r}r: <.~::_":, i:~.~,.., *J I I l')~:" '\ , ;;,:3, @I .1b i :; II ,D,:,}~',~..,~ :$:"" ~.;' r~i~J ~ i "I ;'~~'~" j'iii;ii;'~'~{}'..~;~:_,."'~1 '~.I " " 1~]j$t .'Lg:;:~'." :_,:~~ )';. ~ ;~- .,.;.,;t:;f'::J (~' ,i.' ."., ,.>.;'" Ii") ~ ' <~k~%ti')a5~Jfq: :'F, ~ J~I ~t '~..c~y~UL'.'.?.t "'~ ;.;~~ I ::-:..-,:I!.i;;..:Y. c' ",.... ,',;i.~~~' :t'=."\\',<r': :, :',~,~7;':<,; I ;:;,(,;". .. '.w..' ~. I; ::g I ",/~ ;.~\ ~~j;t,~~, r. , ) r '1~ r NES Comm.: ' ' 0105 , I 1 Drawn By: B.J.V. I Checked By: J.V.1. Tpi! -,-- '1/ ~, "{1, ;~.- I Issue Date: 01/04/01 I Revisions: No, Date De'3cription ,t.i). ~. o L0. --- II 11.0 " ~ Ii? 118- llu i[ I 'I I -ei 31 T II r II ~ .01 3= ~ U. UI Z I ~I 8 ~ o 'II u ~. ~~ II , :'i~ LEGEND +' [_-' I: C c:--' I ' ~ r~l Ii IJ!~" > r~l Ice rj ~ Ii:? 0. rY ! I~ +' ~ Il8 1 ~ 1<,< ~ UJ II I 0 ~ U Zl ~. ~ i~ I~ '" , II " I~ 1\ " Ir II if II I': , [ i I i Ii, -III-il'.i. -llllf' 1 I I . ,I -r-r-r-r-r.; -- ;... ~ "--- 0:: I I \JF.N BUILDING . . u c o u co ,t.~ '~~~ "' o (0 '-' co 1 l I: Ii II ~ II ~ ',i EX.iSTi!'\~G~' ~ ON-STREET .. ~ PARKING T UJ Ii , ~EW CONCRETE / / .J -- rJ1 ~ Z j '.', ':J..~. ~ DESIGN/DEVELOPMENT o PERMITTING & BIDDING o COt~STRUCTION DOCUMENTSi t ~ r;, C\l1 ~ ~ i en ~ 2' C"1 --- N-N ASPHALT 15 15 , I , i , '( ~- , 1- , 1 ! i) I I~ Ii i i l' :'~'-'l f - r I '~ ~ ~ '-' c ZQ) .. E "",/ Q) ~ ~ ~ ; ~ ,g 0- Ij') o ') / /~ hkf i i I' I r I: l~ I' 1\ I i I I:' ~! F:;jO '7 0- (L,~ ,. r.) Li 2 {;L/ ,I 11 1\ ,I II !~ 'I.J iu I '0- I~ ,( , , I II , I I II! o L U ~LW HEAVY DUTY ASPHALT ,'~ / ( ! (. ,L ~l...A. r) 4 5'0 rlch<<J I:J.L__-,-,------ ------- -- - )<; -' <{ ~ --r-'- -r----T' ~ l .~ ~..: K~ ".(' ,~ ~;f', . ,"i!,'\ ).o~k~ i~'; u z o u -L NEW BRICK PAVERS dII!. ... ~:J. C{os3~J ,;, -.. ., 'I' ,;~;;,~" .,~~~~.~; "','l'<.;'"" ., "e ' II' NEW GALV. STEEL n~~ '- ~ u '"', W ~ Z o (I) (I) Q2 >- <( Z :J: <( . 0.. I ~ ~ Ln' cd Co) ~ . .... M I- Z M (I)<(w <C o:::c:::E c wQ2~cii: ~g...Jw~g :) L&. > 0::: I.L. i >< I- ..w w .. o:::O:::czo::: _ww WW ....I ~ !;;: ~ ~ ~ CO 8~~cn~ :?~~~g~ .... (I) Co) L&. ..- U : . ... .... ! i-- Co ~ . c~ 'If,:,.,'," ;~a'", ";, ,,-', I ! .'\ ;~.~,\ I \ I I I o I r --"1 , i ~ '.J C o u z ~ D.. w I- - U) C) Z - ~ <C I- U) ~~ ..... <3~'.,'>.JI~ / ... . 5' CONe. WAU< < .'. 1 I \ I 1 ! I j I / 1--111111'il! Ii ! -I 11I11 p II -11:llnr-rllllllllll ~ - i III r-; ::J c- ;- ~ r- r- ,-- r-IIIII ~, .0 ~ '-11111 Rf:. T A-Il--'rPFF-r ~ e ~ -11111 I I -11111 I ~ ~ -1111111811,4r5? rS.IF.I--i-11111 ~ o ux' I -r-=- ~- u ~IIIIIIII-I-II -rlr'rllll-~ ro WI ~~~I wA~~CII r;;'~L~FIIIII ~IY !llf I T-( II I' I r VtfFll ...~ c II;tW1fuON~~ :'"~.~,...'..=-:~~.~..~v,,,.,,. .,.,"'~~' ..;!\~=\ .... "n'};v:,)' )~.J, o 1 '4 ex:, ~:r ,l! fl' ;~ BANK 3,750 S.F. MAX. 35' ~ " I I ',.r ,~ ,~! "l 2 ~ u u c o + t I (t~~;, ': I II 0 ~ I, NEW5'-CbNC. S/W._-------: ..........Cf \ - ? (FULL' ~- ." ACCESS)-- ~t:,~~?, t. it. .r ..-< o o C\J cY1 cY1 r:..: C\J Cd o co o I. .... ..~ r-- NEW 5' ... CONC, S/W .~ "" :1.i~:~~~;' . ,6Q.'; 5' i-- Co > o z ~ .c I- · CURB ..... (TYP.) / _w ..-- 7--- ....... I.. I.. .... ... .... .... ... en 3 U Cl.l ..... ,,-4 UJ - LD o ..-< o - ..-< o o C\J - [f) ..... u Cl.l o C- o.. - [f) 01 C rl 3 co C- o - a: <-- (FULL ACCESS) ~~~~g~ .. .. '\ ~ - "" ~ '. '-',.........1 ~__,,: ~ "'..>:-"..~ ;/-.;,.~. I 2 conc curb , ... (2 LANES) 1\ V E. (70' R/W) R ISO "- I / -0- TRAFFIC SIGNAL / - "- I N + (2 LANES) H A R R T o :F C3.1 asphalt pavement 2' conc cur'b ~ drop curb-__ T-~ --y ')' I'MI' I",rl \1 )f '-' j '@ ~ 4f (~ :i:i U/ d >, IJ1 U +' d .9u~ IlJ '- <l: 32.5 +' IlJ '- d 0. IlJ .f OJ +' Xed o ,- ~ '-~'- o.lJ1d o.d~ Cl CJ) U L .~ :).:),,, 0- 32.97,~ ~ 32 5 318' 33.74 31.6 S Oft1'38'E 116.00' - - -~. - - 31,6 ~ '0" ~ - - 3124 33.26 .- l3i9 - - -'333 I c/lr I ~I' I ",rl E' L 3!1l- - 3-302 . " . ~t ~ 8' it 10" . . 323 3338 ~.85 rmg9 ~m V' ~88 3 12 3305 36" . @ . ..-- ~ ~~ 3.6~ ~~O ,....... CLP Oe U 3195 3404 33.'l! C Q~ ~~ O[ ~~ ~~ ~d 3407 3407 3417 I ~I. ~ '. ~!I 0' ul i 441 12" .~ 32 94 ~ 18" @ 329 325 14" ~ ~IS' 333 ~ 34.23 3' 5 z 34/5 333 7'4 .Q '- ::5 U Q o "- o II" . 33.0 338 R'Y ELEV. , 31.61 E INV. , '211 S INV. , 25.39 liW INV. , 18.39 'II IN'!. , 12.11 L~ff 331 34.0 '-"32.84 ~85 flW W7 32.88 !-' C IlJ E Ui > d Q 3430 T 1 1 1 0.1 ~I ~I 1 RIM ELEV. , 31.49 SE INV. , 28,33 N INV. , 25.61 1 WINY. , 25.58 1 story wooel fro.r"IE' gcrnge 1 D 6' wooel fence f 'ro;w ''_ RETENTION POND *2 TOP a 34.0 BOT. a 30.0 I I.: CJ I, 34.93 +' d J: Q V1 d ~..43 3 .99 .96 3336 .Q '- ::l U Q o '- (l 32.94 ~.90 3309 conc--- 34.% 345 3393 348 34.89 34.6 34.74 34.64 34.7 wood porc 34.86 II' @ 342 3189 @r @ 15' .Y Cl ~ U C o u .Y d ~ conc- Q.J d ~ V1 o.spho.lt po.VE'r"Ient 3506 1 story I"'o.sonry *1607 1 story wooel F'rQr"IE' 3S32 II' @ 3516 @ 35.42 REPLACE EXI T. Cll'( ST. SEW R SEE CHART '6' @ CONSTRUCT NEW CURB 7W-- tJ.66 -31.35 ~e2 12 3132 ", telephone Il'lo.nhole 31.59 .?,c3/'" .~I ~; ')'0 '/ 3215 t 32.]2 ", 3163 ~88 --' d 32.10 ~ ,.. rop--- --' 1 b 32.17 ,.. cur 32.18 ", 13228 8" L . 32.4.3 r 31.90 cO,r----C [GRATE ELEV. , 31.77 curb "_.'-. nmOA T ELEV, , 30.98 . N INV. , 2890 1810CKWI \~ b.~~ , \ s WV. , 28.80 ~ ~. . 25.96 \. s:::~~ '< INY. r 28.86 \ I~R.C.P. I ... - _ 15"RC.P. ,OUTFALL STRUCTURE :\If - - - TOP OF S mUCTURE , 2465 I SE 'NV , '879 1- -- ? .2 33.82 3303 ~~~g 32131 3jOO 32.94 33 39 .Q ~ :; U U 33 40 ~ U (\J 0" 350 f390 13' - --~,}.S 3363 underground --utility VQ.ult CONSTRUCT NEW CURB m~ F F. 37.0 3551 339 C9-(1' fl'tjt'i~\i. 34.52r '-5, 3465 f52~, 'n L 31.00 REPLACE CURBING WHERE APRON REMOVED CONSTRUCT/RE EXISTING SID WHERE APRO 35.36 35.48 33.94 .0 33.60 '- ::J U D. 34.03 2 04.57 V 13467 , 34.36 ~I ~I I 34.75 ~ l' ~b ,~ I t;B6 ~ ~ 1IJ 3529 +' 3P C .i6.r. Q) 06." E: t ! d J: [0. r~ L> C o l) 35.89 '- -, G .D '- .:J () () C o U / ub~i 27,887 S.F. 27 PRO"rOTYPE 12. PVC STORM F.F. 37.0 ro 38.2 R.l. 36.7 ~-----S5:1 ro r.1~I~ ~95 f-- ~76 ~~ 38.59 35.62 35.26 36.80 3 .1 l 3 )2 68 ~o___ m. - - ---+. 38.0 -- ifJ. ~ Z ~ ~ EXISTING ON-STREET PARKI~JG ~ / ~ 38.2 35.6 -----R-:L.----- 36.92 36.4 R.l. - -- - -- -- ----7,ff. ~ I 37r ~ 3f I I I 37.d 3778 38.39 3739 1"\~.94 37.~ ;;47 / H06 37A 3628 35.87 '\ 3650 ----- OPf~ ~ ~ ;p ~ ~ 0 . '1~ .~ llt. 36.4 .f 37.91 I \ , 37.70 r 37 27 3740 37,n 37.72 38.7 31.62 REPV.CE CURBING WHERE APRON REMOVED 3673 +35.0 - ~34 tW. 37.50 37.43 @~ 31.81 jlA __ ------ - ~'" --- -+36.1 34.,i07 3815 3. 08 3m 3767 3138 3706 37.90 37.2:2 31.31 3789 I 1 36.76 1 1 1 D. o 36.19 t ~m 'TYP. ROOF LEADER CONNECTION PER BLDG. PlANS 6' 1)37.90, _I:.~!~__---- R.l. 35.6 ~ 31.66 ~m 37.34 6.5 -----Ift,--- m~ 3742 3751 37.37 3766 36.72 36.37 3839 38.14 CONSTRUCT/RE EXISTING SID WHERE APRO _ _ _ _ -.wr- _ _ _ _ _--+36.3 3817 I 3817/ L Ill: ~ 38'f : 38.77 ~06 37 3 .: 31 3 ;37. 4 3778 38.10 36. 8.11 38.00 ~ 15 RAM <:) <:) ru OJ N Lei N ci:i <:) OJ <:) > o z: ::::l .c f- I I 1 37.22 1 1 I I I I I 3747 3755 37.05 I I I I I 3761 I m~ 37.23 I 7. SF , r----- 3~717 '1 ------ ~3 3712 drop/", 3i2 curb "II / - ([) _ TRAFF C SIG~JA / I " ?7 ~8 I @ ~L drip curb-_ /~B~ 3~.61 13752 'Zip /1 ~69 ------=----- 3768 - I 3148/ ,.IIrn '" 3748,,74.~ V UP. . ~ 38.22 /, 38.12/ / / / 3804 1 3696 3648 44 ~ 37.03 3667 S~% 37.92 "'IN D '- ::J U 35.8 35.3 I ~7.1_ _31. ~ : . 7'~R I [h7. I ~l.--U~"[f-- : t I i I t I -1-1-+- !oRIV~ II ITHRU - - ':fr--!--t- 37,(1 37.4 I I ~35.7 ~09 D. o '- 1:J 3'-98 ~ 37.79 03745 u 36.6 38:'0 38.16 37.17 I 78{ : '" :.:11 , I H U 3 45 ~ . cone (typic I) en TOP OF WALl.: EL. 37.0 BANK 3,750 S.F. MAX. 35' F.F. 38.6 38.26 38~ FF.38.8 + 1.70 38.7 A E' -All.; - _:'~- - -- - 8,450 8.1=. F.F.38.8 3 '9 I I I Fr. 38.8 I I I I I ~6.3 , ?!6r 7.88 38.10 38.24 ~ ~ 38.23 I 137.0 36.~- .0 L.. " U cJ z o u u c o U ----------3ll])- x w >EO' 38 -+J'V'- , ro \ 37.0 37.4 F F. 38.8 L_ 38.41 , T r:.: p ~f=Ts, 38.35 38.10 3~ 22 ~ 3: '0 IlJ ...... .rl U) - LD o ~ <:) - ...... <:) o ~ CJ) ...... U IlJ q C- D.. - CJ1 en C .rl 3: ru C- O - cL ,~<;~ 38.6~ --- --- 8.62 a .~2 G G-- J 't:~. - 3162 37.34 37.38 I 3846 3825 37.08 36.80 3853 3828 (2 LANEsT 38.45 38.13 38.22 ~~: 2 cone cur ~g~g 38.29 3832 38.15 37.83 37.91 37.86 3752 3755 38.28 38.i7 37.95 3801 38.04 3808 38.03 37 6~ 3781 (70' HAR390RI H/vV) S 0 38.57 38.74 38.45 I~ 0 R I3 N A V E ~912 (2 LANES) 38.62 . 38.30 38.41 ~ -~ ~ , pp rsp.. 865 39.02 3899 asphalt pavement 38.45 @ 38.27 383?_ ,~v ~,'~/ 3823 38.00 38.05 38.44 38.13 38.13 38.51 38.23 3829 m~ 38.39 ~N~ 3788 3791 m~ m~ 2' cone curb ,H" s<~ ,sv ,.~v ,H~ ""'* ,H" _~___~___",.w...._ ,H' -,H' ~.;'-- ~~/ ,s..;' <;<;' ')' f'r)n,-. STORM SEWER STRUCTURE TABLE # STRUCTURE lYPE TOP, ELEV. IrVV. ELEV. 0) lYPE "c" INLET 34.8 31.36 ill lYPE "c" INLE-r 34.5 31.17 0 lYPE "c" INLET 34.4 30.99 0 lYPE "c" INLET 34.4 30.81 @ TYPE ''c'' INLEJ 34.4 30.63 1--- @ lYPE "c" INLET 34.2 30.40 (}) lYPE "c" INLET 34.0 30.11 ~_._._... @ ME.S. --- 30,0 (2) CONTRO!, 33.50 28.77 STRUCTURE - @ STORM 1.,.1. H. 34.6 28,74 @ NEW STORM M H. 32.77 [ INV.=24.27 W I;VV.=25.59(EX.) 5=26.00 [= 12. 11 @ EXIST. STORM M.H. 31.61 W= 12. 11 NW= 18.39 5==25.39 ~EX.) S=23.72 NEW) @ CONTROL ST/~UCTURE VERIFY CONNECT TO 32.0 EX. 12" RCP INV. 29.0:1: @ STORM Mol-i. 33.5 30.55 @ M E. S. --- 30.5 -. @ NEW STORM .'vf.I-f. 31.49 S[ INV/EX7=28.33 N /Nv. (NEW) =24. 00 . W 1!/V.(NEW)=24.00 STORM SEWER LINES SCHEDUI,E LENGTH ! SIZE LINE (FT) ! (IN) lYPE SLOPE(%) I - (0-0 62 18" RCP 0.30 I -L--- 0-0) I 64 I 18" RCP 0.28 I 0)-0 60 18" RCP 0.30 - 0-0) 58 24" RCP 0.30 0-@ 60 24" RCP 0.38 1--- @-0 102 24" RCP 0.30 _. 0-@ 38 24" RCP 0.30 @-@ 83 18" RCP 2,00 @-@ 277 18" RCP 0.40 @-@ 12 15" PVC 0.40 @-@ 14 24" RCP 1,93% @-@ 28 I 24" RCP 1.00% SCALE. 19130' 30 o 15 30 U~ ... tJl .. 80 . ~ .., .. a z ~~ o 00 i= cov .. J.~ ... 't Z ~ ~- o -ff A. .... '^ V\ MQ Z !::z : xi ... .. @ u. ~:x 'l()v ... co'" .. ';4 t; ... M'" Z 'tZ ... ~.:.; t -- ....<( z ~t o _. . ~ 1M' - > Z ... . co o ~ M I '^ \C) \J Q.... z ..~ Z O--t ' z ~Q .. c=- ... ... ~ A. xO Q ~~ z.....~ -"* ~ ~ "'4 x'" ... ... ~ . :) ~ ~~ :::! ~ <C( ~ o~ V MV . .~ , - --r;-: , ,. t I . jIi, . .~. ~ ~ 'tR' , , ".., Jiit" I NES Comm.: 0105 I Drawn By: B.J.V. I Checked By: J.V.1. Issue Date: 01/04/01 Revisions: No. Date Descri tion ~ ~ / / ~ DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS -, z :3 Q. W .... - en w C) <( Z - ~ C C Z <C C) Z - C ~ C) w ~ Z o tI) tI) ii2 >- -<< Z :c <( . c. t: ~ 10 ~ U ~ . ~ M ~ Z M tI)<(w .q: o::!3~cE ~O::O<(a:: 0:: 9r.d g9 :::)1..... > Woo LA.. ><.... ..w w .. 0:: ffi C Zw ffi - w .... w .... ....I z _ .... w _ O::;::-~- ca8~~cn~ ::) .~o::-~ '" LA.!...J 0 ~ ...J ,.... tI) (.) LA.. ''- U l't ~...::. J<,~ ..'Y.~- ~ ....~ ,.~, _..._~=::'.. ,:;-,,~:. -~'";.'''.>1''. :\..."" - --... i ;} C4 1 . . ~ ~ ., I: I ,),:)., ~ . III I~ I l!"~~.c4 , t 3387 I -~~)r:t .~__;:0071 ,~ 3417 . 34 0 ~23 I ~25 I 11i'I0- 321711~ '32li1 ~ I I. I 32.85 ~ i 3211 0-11 3277 ~ b' ~ I-~ !~ o o N LD o Cri N 6:i o CO o > o Z :::l .c I- :i3 U/ . \ O>-'U1 I U+'d I O 10" " ~U+' ~ I (u \.. <1: I 33.3 33.24 I ~ 32.5 -J:: ~ ~ -'3..' 3338 3316 - <" Y1 v u. '" l3i9 - - ~" I ;i "~ .f (u +' II dir I _ 'i:Ii : ~\" I I X <;: d I r 'I I 36" o ,- ~ I drl e I ~ Z I @ \.. ~ \.. l po ,,<( I " I ~ ~ ~ 311)- - TI~ I " ( ~ o me) t ~ ~ . c:J I I 32 3.6~ I ~il 18"@ ~ ~o ~J !ICLP) ~o~ III 5 I f ~ '- 342: ~ G u' -< .1 @ 1'." p' 0. U 33.95 -I ' 0 o U 3404 33!lJ" II' 4.41 34.0 ~ ", 32' ~ +' <;: p I pi?, 84 d \.. Ij) ~ ClJE I I U ' ",,85 1 story , .....6' wood fence u Q; d I ~ ~II"~' <;: G ~lt11 :,117 ",ood fro.l")l V- .9 ~~ ~ ~ I ~ill(7 8 I~ ~~~8 "I ~ r 11: ,:1 go.ro.ge b 33 l")e1;o.l ~ ~ ~I I 0: i ~II >--- RETEN1l0N ~ !~ 'c i! I I L! ~/shed .~~~ ~:g i ~I POND #2 it'~. 'Ig, ii ~ ~ ~~ 5i- I' ~ wi 1; l~ ~.Q . e I I c:onc~~:" cone ~ru 6 ,~d Ii ~ ~i Ir34% :I~~ 3~~ ~ ~~ I I I 35.08 34 B 34 ~ 34.68 " "'1" ,4 5 3402 321:3 u I J'ld 34.7 I .q I ,-, I I I "'00'" ,--x' 135.29 -'11 34.74 3464 I 1-b 0- I "C<'" II' 34.86 34.2 lO ---< H, 32 '- '3H? "" > i ~ " pore, @ : 1:;1: In'" ~ ~': I,,;:;" !w:rY.1fl;:'-\ ~ i ~ : : ~:. conc- =- Q ,phol t po ,ere n' ~ %: I >--~ ~ ~:': WINV.,I".I! -i -'- 1 story ~ ~I I > I I RIM ELEV., 31.49 1 s cory r 3532 3506 Ij) UI I 5"5'3>~ .'" i SE INV. , 28.33 wood II@ f"Cl.son 'I \ <;: '-- I~ ' I _RIMELEV_,3IJO \\! 1~.~~."~~~8 I, f'ro.r'\e 16' #607 35.42 3516 ~nl_81: ! I' t I "\ I I CATCH BASiN ~ I 6 N [NV. 2820 \ asphait pavernenl ~ It\... I ~ iJ ~ ~~~. : ~;;6' 1,5 ~'~:OEtUL;V32.'Ot 29 3507 3534 CONST. ~EW M.H, ~ I I" 9' t"\.. ~~ ." 1/ 33.01 I II 'NV. , 1/76 \ I I I . '--' ~w INV , 2856 IN EX, 8 SAN, SlEW. UI E 3515 3551 I 3519 I uo.3 ~ · 4 I . CLP' ~ " conc lEX. 1N\29.04lvER1FY) 1M"'" "'- -"(;.. - - - - :- -'-' 34.3 /, __\-~ I'w 'I.VI 3200 drive NEW I~. W. 2~.3't I~' N I I 3154 ~ '1< 7Y----- ~ T S \~! I, 1 n' t) A'" I II 33.03 I~~.~~ \ \:r" 31313655 3138 'i: 1. VT 32 ~- _ II 13' T 356 .~ L35.39 ~r:;35JI L' 3' F'j W) " Ie' / ' 2 ~l s3~ 1 31 00 ",\, ~ 02 _ '.-;y, _ ._ 1.ll9. ~ '-10-- 13"~ l' 0 ~ I I 3 39 :;.... . '" CLAV'~ I ,~,- dwp c", D-~ _.-._-~. C ce. enn " ~ ~ I -- cone ~ ~ , ~ .,.~. , ~, I 1..2', ~yl~~ rl ,~~"- I >-31.;W~ -~T~'- -~~conc~~->lJ{-r-_4 corc walt. 3497 - ,- -- 35 ~347 O-~ m 1'48 I, _;;~4 I 3~00: ~ f r "'7' - t~' -h ,_, 3-, cone urn-----------=_ ._~.9lY w e- v..TU8 ~ - " 1--" ~ 3470 I I .3 e,ep one I u _ _, _ , _ _, /- _L ""Rl-'l 3521 I 100 35 0 ~ 1 - U I,-ocnhole 3204 3191 - -'_,_,_ _ / -V.7 "_./ "', I t + ' 40" I ! 3151 ...... 3112 ~~~q - , """ ' _, _, fU~IJI --=--, ---L.L "UIL Il"7< "UlR V 3'64 I@ ~ " ) I ..-- ~ ~7~ 'M~ 3300 ~H~ 8' CLAY -, i'l' :k11\.J;. -\_ ,f-,\o\\-;t"' -c;o-- -'-~ ~Y' 35'01' -~3 ~ 0 3 I U \)9-"/ '>"'~I -ILl"'" wv,t-' lHI" ---___ ,,~,,~ l~h L~"V,[~-T,),-'",\-,-,-,-.-,--J.l1'~.l,..~---y<>--. -J3.~,~,-_.':'_--_A.:1 _~."23 3.40~ "') '/ '<I '215 3212 _. cone curb WAL~~- - _ ~ _ - (2 LAN ,m3 3HlI" <1 ., gas line ~,- ~ s.c.o. u " <:i, 3163 I 3fas- IV ~'_ _ _ _ _ =-_ _ 3356 - - - - -.. _ ~ ES \ 3470 3492 3 iJ ~:~g 3446 I ,'0, ....d ~ (/I ~-". ~ 32\ ..........,;- -- --~~ - 3431 - - ~ _ 35.05 3522' 60 ~m / 13298 I '4W.V. (\J o' .1- I rop 32.17 '" I"-~ 3 - -- 34J4 , - - - - - \ 464 3292 32.62 3228 curb 32.181 ~.. ~ I I - - -.... ':':' 7 v 2994 48 3290 I 3190 8"co,tc___~431 ibt 32 "'. TAP I I 3427 ljI5 ~ _49:_ _ E V ~~: 1 .~~ / ~l~.. 335 34.~ ~ ~?~ i curb l ~~ ~mR/BFPO f RETAIL - ~;.66 '0 "Vr28t41 -7----- , 334t 9 ~H~ ,AI I ,I hi >--_ 1-1/2...../ ~, ~5.o' 35.0 36.0 - - - - .. .. - - .. - 'l'4 - - ___ _ 35.2 cr32.70 ~ ~ 1 .<1 a eve ~t'I'8" ....A + ,,~ "u - . " - - - - - - , :/.5.3. - ' , ~5,:::,:P~ :J-- -; 1 15'~.\t.... ~ ~ ~CP . i lrOA!-v4,200 S.F. ~,~::! ~, 38.0 ~p ~ \ \ \ \ l( ~ i'O '\ \ \ \)/' \~'\ - - ~;~... :J', ~~C;,U,~E r ,,~; 71 ~ 2. :<~" " S'N St&__~J-..-'--- '-- '7 \ \ \ \ \ \ \ \ \ ~ x: \ \ \ \.. 35.31' h~" : !!in~IL _ ~ 388 -'-':i8,5,7~;:_201'i3~': "' "~2' +34.8 I: R~ llll I I L.-1 \:!'"" + 3430 3551 IV) I :53 I I I {I/I 3337 +11111 .n -3 0 I 3 3~~ I I nOB 33.5 35.36 " ~ Z.... ~ 36.n I I : S I ~!.I8 I 'I b3..6Jl6 34.49 35.48 ~ 35.0 'r ~ 36.57 5.7 I -,.-- ,65 R L. 3 53 ._ . _ _. _ _ _ 5' -- -- - --- .-- ~II CUI 4' I 3'\.29 ~~ 3~,7 - IfC 7.06 77 I 36, 3' 14 lr~., : :::: I I I . I ci. I "" , "" I I,ll! ~I 3U~11 ~Il 3"' "''''''' ,,. I '''' ~!" 0 "~~;, ~ Jtll I "" e ~I 1 i'l38.i "." +35.0 "" ~4.4 I I ~,~ If' ~ I ~ I ~.~! "I 35,[1; I : ! t !I ~: I pi U b 11111I ~ 35. " PC '" "" ,,~ ". I ,,~ <;l """"I ~~J:' ! v ~ ~ -" ~I 'I ~ELEL' 3 I , I 36'--7 t~~r-~b-3K6' --- _u -- u -- - - - . - -- -- _~l --- --- 6.2'--' r6,-43~~~-------- :C{ r _}~14 ~ u I N E INV ,3260 . - I ~ 3762 d 1 6 .t ~B1 ~ . -1 ~ .",", ~ \ 37., l: Z" ,Ili!l bM '~l:i', ~11'11' 27 2~~~io~'~PE - il,,:" "" "': y' ( 37~"11 . ~~ I!il ~ i ..-, "' +35,0 034.4 +38.0 I , 11 I (i) - ~ I~~ Z -00 ~ I~o 37.22 745 ~ ~ , '.... i I I. lj"L" ~'~~h;c~~,E! __ __ __ _ _ __ _ _ _' - -- N .-' 8.1 ~~,L~b--m3"1.d' ~ -I~/~~: ~_ . ~i! ,: I d ~ \,' 36. \j "" I '5: .-- ..- P~C 4.7 38. I ~ I~ ",~' 'co -::k, 1j1 "" I r ~ 38.7 t" "" " , "" I"" " , " , "I ~'~ ""'~ ,L:-- . ~ '_~ ~"CI1 ~ ~ 3761 31' ! I ~p Q.. ;j6.4'j'3 3717 3743 3781 I "" 1, +35.0 + I . 36.1 ~ ~ T B 10 . I 37 34 34~&07 i 1,758 'I . .~~ 1- dp ~ I 37.38 37.06 37.50 35 ,8.15 I~I ' 03T 63 37.18 5i l~' 3731 3722 ~ 37.90 37.9 3 08 ~~ r-"3728 3646 '-P. ,1..---- ~6AJI <( I _ 7.~ I I rll I sW 36.~6~" " ~ I I i 13770 " ~~ i - ~ :,; t'11 ~-' ~ "" ~ ~~i;;.;~ _. ..- .~'.... -- BJ.- - - - ~~ -- -- .. _.. -:1 .4+ dl '" k / 11U~'l;\l 1~6655~!Mil(V.~.15A2J:~ug w8! I I RL 35.6 3 37 ~~:~- 37. ,; I ,7421 JN78 , 26 i :~~~ ~m i I 4. I.~J 31 3'0 I "" , " ,,-, - ," ~, -. [. -- \... ...... ~-1..c ' i. ii ~7 lW~K3~ w '''I' "" Jlll;-':ik: ~~/BfPI) " INY." h rtSEE "~:"B, '" ~J:" PlAA) 3~....,! ~',::,:", ~~ ", I I rJ, t! Fe6 I ... 1-' J?jJ~' /..u.N) \ "" A3\ I NEW ".H, ", 34 8 -ff4.5 + 38.3 "" :~, 1 I "'-Lailr 36.96+ff33.0 \ l~, ~.t).~DIl3.[] '\:K.' 38,38P :w. !ij!, >,F -- - - - - - - "" M "" i" :' i 'Ill 2-1/2. ~c W.t.4. ~ ,I'.'" .1. /" 1 5/8- TAP 38.77 $06137 3 ' , ioo _ _ _ _ _ _ - - - - - """" -. I I 0 :" I: 137 3 I I ~ 4 FlRE ~1t RES. Jl ", . \ 0 '.N ."" _ I _ I J ( METER/BFPD ,lat.1 4 U78 3722 ; H~ ~6J1 ....rx:vA )J; '+~~- : ' " i ~q:' /" 142 .fti.PvC - I -, - rr:ll: ~ +353 If._ ,- PVC W.M. ~~~! 16.TAP~'v ~LL\\ co I 80'~.l'J 0 /-it~ /" 3804 01... '~.w.,_,_,_' 37.8 ~1-r1--.----.-- -~. r.'\;;1 I I 154jj 33,86-... '6" FlRE (08..14 R S.:_I1,' ~ 0 o.rt" 6~~" 0 ~:';'..~.:.. /" "1 ' - -, --1tl '- ~.~ -- __31.1 ,. ...... I, . d- _ I. - _'l.r-W_ · - 37 . 1'(,' , '.. --'" I'- ~ ~ ~ -{;,O. I~. ' ..... . I I r,.WL I ~ 37 0 n- _ . - - ..: 7tli 35.6 / 1: '" 32,04 I . -41 l J :0 I BOllARD-:- - I .~ , ~ ~":A .:..,.- I ~ - I 7' ."~"3r..L'!_6. pvc ~ 36.0 + I~A 0 ~ I ~ ~ ~ I ,~ 1) I I 1 1 ",[fl'\:. _ ~ ~ ," S'N .- /' ~1'9 +y- / / / / /y:/ /7/ +35.7 BANK ~!,5 '..~ ?~ I~U:' ~I';'h I ro I ~ j U :N J:' : ~1-17P~c W.M. 3822 ~~Jt9fb77 "" ~\I · ~ ~wa;'H~ GAS CO"'ANY cr I, 3,750S,F. : m I ;~ D i I ro" ~i. :V-.1. TAP I I 70 4: I~. Nm,O 38.7 : . ;, v / / MAX. 35' tit I tit .3.26 iJ laj I . 1,747 817 ~ 'Jz t.4mR/~FPO I ,-r . 4 I~. E 3~WB)31.7 38.32 ! 38.09 '-/ 37.88 qr ~ -- -1- -+ - - II I i~" I 3755 37:( ~ II A!' I All- - - - - - - - '31~ 37.8 37,/t I .iJ8.3' I ,J" ' ":~ 81 1 85 I. 8,450 S.F. ,~ T "" I 37.3 [ ;U.3 1~~iJ ~ 37.4 :~l "'I g z +37.0 ( ) 36.6+ 37.0' I I r-.: I I'" I : ~ ~': i i ~H_ - - - - - - -m;7 ",- 37.7 D : ?7.4 37.0 ,37.4 g;l ,,~: : I .)\'l. 38 38.45 I I 38,t: _ ti: D !'O 3836 37.61 I JH~ ' /,1 38.49, I I %1 '"I'" I "" I "~ .;' "OO/.a~J ~. ~ i 138.0 L' ,... I>i::J ""__~._,~______ rJ c.T 1~1 yo /1 I ~~~5 \ 37.23 I WL ~6' ~ '- - - - - - - -,E::7e 38.26 rs p . "'~ ->W-I----M'-~ . ;,P. --- "=-----.-J :rrji'~" ftS....."'" -- 7' .ill.V' 3 6311 1 1 I I M 38 ~~ : 3867 38.59 38.68 _ 3&85 o. 3A n . 38.88 "._ 3w. 0". . 833- ~ '!lL"'- ~F.H. ~GL '1' "'"", L'" '~"GL" /1.1 U o. . 38 41 nos lin~ ou.o, ~_'" ; T <I"oft 3&62 fWU1 0 38.65 G -,. -G' l!""'J. .....-.L 8.17 37.17 I I 3rt. .~ . .~ HM '-. =3e:'1'2"" 38.33 ~ / ,'.59 " 3712 dro' 31" ~ ~ ". . . . I)' !4J.4 sl~g W.v curg I r~. :"1!1r- _ _.. _ _ _ - - frijf - - - - - - - -.. - - ~.: - - - - - - -~i3 - - - - - -EX. 4'~rrRi~l- - - - - - - - -;tit- -e- 8Q(IIlo- WI' ~.~ - - - - - - i~g-" - - - - - - - - - - - - - !:.rs' - - - - - - - - - i~- - ",-- - - , ~. . I 37.38 3155 3181 37.91 38.04 3808 3829 3832 (2 LANEgF 3822 I II ~ .jl.:, ~ LE'y"-"',3~Q!.. ("'10' R/W) J . "[)/ S I ,,3IB7 (l (I TkAF ;rl v. , 31.74 6" CLAY '- , - , .. - ~I ~'c:. ~',- . _ , - . - . - . ~', - . - . - . - . - . - "E. . - , - . - . - . - . - . :!l' -F . -0- . f~' -;r.- . - . tI - A . "R,";,'oR. -1 - S .1T .llil' - . - A- . V - E",;';- . - . - . - . - . - . -;,;,- . ! / I ">-. I asphalt pavement I ~" I I -'I I wv . - -----i-')-..,..""E~)...-----------------'----- . u po 1.....__________________.._________________________________------------ ----------- - r::.. Ll\l'l u 38.62 3845 /@ @ Co" I ?7 ~5 ~7 ~ 3~14 3n~ ~~.~4 ~?3 ~m 3830 3827 drip cur~ I ~t.4k :lH! ~d~ 38.05 38~13 2' cone curb 3829 38:39 _,38.41,. 3832_..'--- 1 ""--;~ ::',." .w _~ .W .W ., oppr~:iOQt. I~~otlon 0/' ,W W' "w' .W - ._.-.~ ,W, "~_~w. " I 374~ ~:e:~ ;:;e~:n~tFo.~: City of T SP~\r L~'~";;IE.!P--,--39~_ "" ,3131 38.99 .~ S Oftl'38'E 116.00' - - -~ - - ~ 31.6 ~r ffl.82 (~80 ,3305 I 94 iW u~ ... "l .. ~ .., .. ., I NES Comm.: 0105 I -- Drawn By: B.J.V. I Checked By: J.V.I. Issue Date: 01/04/01 Revisions: No. Date Description 31.5 - - 32.3 325 If-- I~ I~ 329 14" r"~ '" SCALE. 19.30' T@ 33.0 II" . 33.1 I' ).TS-H' -._- "LP lW~ 30 15 30 eo 30 o 33. 93 3.3.89 ,x (j ~ l) c: o u 33.82 " " " [( GRATE ELEV. , 31.71 TI'ROA T ELEV. , 30.98 N INV. , 28.90 18LOCKEDI \ S 'NV. , 18.80 \ \ DUfFA'.L SI "TOPor STRUCTU SE INV. : '8.19 leu 3165 -t3.,12' 33.49 j [ 33 54 _ 13390 J -r-) !-s f 3383 underground -utility va-uti; I 3m 33.94 ..0 33.60 '- :l <.) 3fOo 0. 34.03 2 34.57 -0 ~8 ~65 .43 57 f€ ~ I~ 0::: Ig ~ :: if] Ll c. :J U <.) c o u ; CJJ 38.59 / z ~~ o 00 i= coV .. ~~ ... ~Z ~ ~- o -~ At ~Y\ Y\ ,.. Q Z eZ ~ xi ... .. @ ... ~:x ~v ... CO"'I- .c( ~ Y\ ... ",,'" Z ~z ~ ~.:.; -< -- ,,<C( Z ~t o _I ~ Vol - > Z w . co o ~ "" 1 lI\ .0 " 0" Z ..~ Z o. Z ~Q .c( 5i ~ ~ :xO v."j Q ."j'" z....~ ~~ j :x~ 1-.0( . :) ~ ~~ ::! ~. ~ o~ v "" v . EXISTIN o ~~ - ST PARKIN !8l DESIGNIDEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTS .f RIM ELEV , ,610 5 'NV:-; 32 50 5E INV , 32.46 E INV , 32.48 '1/ INV , 32.46 r' '- RU"l ELEV. , 3748 N:Nv ;.3450-"" SE iNV. , 35.54 E INV. , 34.94 '1/ INV. , 34.94 36.96 .3648 38.10 ..0 '- :l <.) ..0 :l ~ (r c:37J911 037451 U I z :J 0- W I- - (I) (I) W - I- -- ..J - I- :::>> 0. o '- u 3651 J1.i7 38.2 3826 37.42 37.0T cone (typic en 3: -0 0) -<-J ..... (/') - LD o ...... <::) - ...... o o N - en -<-J w 0) o c- o... - en en c ..... 3: ro c- D - CL L P -if' -~.35 38.10 3822 - ......." ,.~~.,,;;< ..1}': :~;~': 7:;':'~ . ," - 3728 w.v 3684 36~L- 71m~ . . , 37.4B!t7 4~ "'" ~ ,... r; r'\ (" I r',lrhl w ~ Z o (I) (I) Q2 > ~ z ::z:: ~ . 0. I- Ill:: I LA.. 0 It)1 od (.) ~ . I- M I- Z M (I)~~ ~I. Cc C! 0::-0.0-1 ~Cl:::O~O::: o::9Lrlg9 ::)LA..~IoA.u. ><~~c~ci _wwwww ....I ~ ~ !:: ~ !:i ca8~~u)~ :?~~~~~ ... (I) (.) u. _ (.) .' C5.1 ~da~"X2-'/2.X'/2. 4 "x3/8"' ANCHOR STUD GRATE fRAME IV/STUD. STffi fRAME IV/2 OCHOR STUDS PER SIDE - EQU.4J.. COOIRS. G.6LVflNIZE N'ltR FABRICATION , ~ l . NOTE: 1. CUT PIPE F1..USH w/lNSDE FACE Of WALL 2. MORTAR BOTTOM TO MATCH INVERT Of OUTf AU PIPE. NOTE: ALUMINUM BARS 0 6" O.C. ANCHOR STANJ~ DETAL 18" IT NON TRAFFIC GRATE ELEV, 33.50 GREASE SKIMMER (SEE DETAIL) BonOM OF SLOT ELEV. 30.S0 TOP VIEW 1 s" RCP INY. ELEV. 28.77 . .... .... CAST IRON RETICUUNE GRATE. TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT 8" CONC. WALL 4000 PSI 0 28 DAYS #4 ~ 012" O.C.E.W. 10x10 W.W.M. SIDE VIEW 30.00~ POND #2 CONTROL STRUCTURE N.T.S. INLET DET AL N.T.S. MITERED END SECTION DETAIL N.T.S. SEE PlAN P/L PLACE SOD , /2" BELOW PAVEMENT FlN. GRADE PRIOR TO SODDING POSmvE DRAINAGE (4: 1 t.4AX) MEET EX. '^ .. ~ COMPACTED GROUND P/L SEE PLAN PLACE SOD 1/2" BELOW PAVEMENT FlN. GRADE PRIOR TO SODDING POSmvE DRAINAGE (4: 1 t.4AX) MEET EX. COMPACTED GROUND GROUND TRANSITION AT THE PROPERTY LINE N.T.S. NEW SURFACE (SEE NOTES 1 &: 2) EXIST. SURFACE l' EXIST. SURFACE I, VARIES I REPAIR OF PAVEMENT NOTES: 1, ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2, SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O,T. 1YPE S-3, 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 9870 OF MAXIMUM DENSI1Y AS DETERMINED BY MSHTO T -1 SO LAB REPORTS ARE REQUIRED. 4. BACKFiLL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 10070 OF MAXIMUM DENSI1Y AS DETERMINED BY MSHTO T -99, LAB REPORTS ARE REQUIRED. REPAIR OF PAVEMENT CUTS N.T.S. - a a C\J m ('T1 r' M ci::i a co o > a z: ::l .c I- en 3: '0 U') ~ ..... ('Q +J Q) Cl - l.f1 a - o - - a a C\J - (f" +J U Q) a c.. a. - U') 0'1 C ..... 3: ('Q c... o - a.: HANDICAP PARKING N.T.S, STRIPING DET AIL 3'-' " PlACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE NON TRAFFIC GRATE ELEV, 32.00 a" MASONRY OR APPROVED R.C. PREFAB COMPACTED GROUND , ; I I , \ \ , .........--..... ~ POND #1 CONTROL STRUCTURE N.T.S. FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-' /2" RADIUS ~ MEDIUM BROOM FINISH CONC. WALK r FlNISH GRADE TO 1" BELOW EDGE OF WALK 2' LOO. . SHOUlDER VARIES (SEE PLAN) ~ " SOD -I' SLOPE 1/4" PER FOOT i V SOD - j l'i'=I!'l-1il,~!'i,~'> 14"~',. ~'II'I;~ill(=III=I:1 "'- COMPACTED FILL OR UNDISTURBED SOIL BASE COMPACTED SUBBASE NOTE: PROVIDE 1 / 4-' CONTROL JOINTS @ 4'0.C., 5' O.C., 8' O.C., OR 12' O.C. &: 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDE'NALKS, 50' O.C. FOR 5' OR GREATER. CURB/W ALK DETAIL N.T.S. WHEN SIDEWAll< IS TO BE REMOVED &/OR NEW SIDEWAll< IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. NOTE: PROVIDE 1/4" CONTROL JOINTS @ 4'O.C., 5' O.C., 8' O.C., OR 12' O.C, & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDE'NALKS, 50' O.C. FOR 5' OR GREATER. CONCRETE WALK DEl AIL N.T.S. EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBILlIlY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED &: MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.DA BLUE BACKGROUND . 00 ..- PARKm BY DISABLED PERMT ON.Y WHITE BACKGROUND WH ITE . BACKGROUND <J:I $250 FINE F.8. 318.14 = 6" 3" SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR 3 FTP-M 2" H A 7.5" r-R I U 2'7D'ld I 9 'to I I I I I., I I I I I I I" I I ~} ~ 8" ~_ .3'-0" .. I I I L____ I I . I J 4-" GREASE BAFFLE TO BE 1/4" THICK ALUMINUM w/STAINLESS STEEL ANCHORS SLOT & GREASE BAFFLE DETAIL N,T.S. EXIST. SURFACE .-- SAW-CUT EXIST. EDGE OF PAVEMENT & BASE PAVEMENT TRANSITION DET AIL N.T.S. 1 -1/2" lYPE S-.3 ASPHALT 0 1/4" PER FT. MIN. EXCEPT AS NOTED IllnilUllr-1111 1\11\':1--111 = \",,-- 6" L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98% MAX. DENSI1Y SUBBASE STABILIZED 40 l.B.R. COMPACTED TO 9870 MAX. DENSI1Y IN R.O.W. & DRr'/EWAY SECTION N.T.S. SANITABY SEWER CLEAN..-OUT DET AIL N.T.S. , -'/2"R , /2" WIDE WHITE BORDER AND SYMBOL 1" SERIES "c" LETTERS , /2" BLACK BORDER 1.5" 1 " , " 1 " , .5" SIGN SPECFlCA l1QtfS 1. , a"x1 2" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3, LETTERS TO BE ," HIGH SERIES "c" 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MPDE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.DA REQUIREMENTS FINISHED GROUND HANDICAPPED PAVEMENT SYMBOL N.T.S. HANDICAP PARKING SIGN DETAIL N.T.S. SIGN POST DET AIL N.T.S. '~___.'P'!"""'l.~'\If"",,~."I"l'!1It:~"\."V:"II~lt:~T!Jr1"'!,:~:i:F",~,~':o'!~""-~_________ RETENTION BASIN ROUGH GRADE TOP OF BANK GREASE SK IMMER POSITION CONTROL STRUCTURE AT THE TOE OF SLOPE 1 PLACE EROSION &: SILTATION CONTROL. SEE SHEET C'.2 AND PLANS. 2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN WITH PIPES. .3 CONSTRUCT OUTfALL STRUCTURE AND DISCHARGE PIPE. 4 PLACE GREASE SKIMMER. 5 PlACE EROSION CONTROL AT DISCHARGE PIPE(S). RETENTION BASIN N.T.S. ASPHALT 0 1/4" PER FT. MIN. EXCEPT AS NOTED L1MEROCK BASE F.D.O,T. CERTIFIED COMPACTED TO 9870 MAX. DENSI1Y SUBBASE COMPACTED TO 98% MAX. DENSI1Y ON SITE PARKING & DRIVEWAY SECTION N.T.S. SIL T BARRIER DET AIL N.T.S. NEW BLDG. ROOF DRAIN :rv .1 I '. j I . : : 5' , 6" MIN. VERTICAL ClEARANCE I FIN. GROUND =[ UTlU1Y (Le. SANITARY SEWER, WATER SERVICE, ., FIRE LINE OR STORM . DRAJN) BY SITE CONTRACTOR TO 5' FROM BLDG. ~~1 <D .DE '4i~ ~~~~v___,~ '<0 ~ 10' 10' ,..,:,; WATER l.WN OR STORM DRAIN D.!.P. IS USED IN PLACE OF P.V.C. FOR A MIN. Of 10' EACH WAY FROM Il OF WATER MAIN WHEN mE VERTICAL ClEARANCE BETWEEN I I WATER & SEWER MAINS IS 16" OR LESS. 18" OR MORE ~ CL I ~~//R~~ P.".'-. OR V.C.P. W'\Tr'. SAN. SElf<:R GRAVIlY MAIN ~ CONCRETE ENCASEMENT OF SANITARY SE'NER GRAVI1Y MAIN IS NOT PERMITIED. lJT1UTY WITHIN ~' OF BLDG. BY PLUMBING CON1RACTOR. FlNAL CONNECTION BY PLUMBING: CONTRACTOR UNLESS OTI;ERWISE COORDINATED BY mE G.C. GRADE ~ . . tC~ q: WATER MAIN ,..,:,; - + 10' MIN. HORIZONTAL CLEARANC:;$-I STORM SEWER + OR SAN. SEWER GRAVIIY MAIN UTILITY CONNECTION AT ALL BUILDINGS N.T.S. v'ERTICAL CLEARANCE HORIZONTAL CLEARANCE WATER MAIN & SANITARY SEWER CLEARANCES N.T.S. U.S FOUNDRY 762.3 COVER TO BE MARKED "SEWER CLEANOUT" SAMPLING ARRANGEMENT INSTALL 2" PLUG (AFTER REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPLING TO BE PER PINELLAS COUN1Y HEALTH DEPT. ENGINEERING DIY. CLWTR. OFFICE 5.3S-7277 3/4-" SAMPLING COCK IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. 1466CSK 6" PVC 8" MIN. CONC. ENCASEMENT ~ BLOW-OFF & SAMPLING POINT N.T.S. 6" PVC 1/12 BEND 6" WYE ...~PLUG 6"x4" REDUCER (IF REQUIRED) TOOLED GROVES 3/8" WIDE. 3/8" DEEP, 3" Q,C. TO BE MADE AT INITIAL POURING a~ ... \il en' ~ 11III III a z ~t 0 00 - I- 00\1 . . . "lIO" I- ....Z ~ ....- 0 CC -Do 0. to-V\ '^ "'Q Z t:Z . .. - ~ xt I- .(@ Yo . ~X ... ~~ COt- . "'v\ l- .'" Z ~Z ... '~t .:.i t -- ,...-( z ~t 0 -I ~ '" - > Z co ... 0 ~ ,'^ . . 11\ .0 U Q~ Z -<tM - 0.. Z Z ~O . ~- ... ...~ 0. ::1:0 V'" Q ...... Z ... ~ri .( ::I:~ ... 1-.. . ::) O~ ... V\~ - ''It-( ~ O~ V MV I NES Comm.: 0105 ! , I - I Drawn By: B.J.V. I Checked By: J.V.1. Issue Date: 01/04/01 Revisions: No. Date Descri tion !8l DESIGN/DEVELOPMENT o PERMITTING & BIDDING o CONSTRUCTION DOCUMENTSj w ~ :z o (I) (I) C2 >- ~ :z :c ~ . a.. t: ~ Lt') od u ~ " I- M I- :z M ~~~ ~ w..-a..c- ~O::O~O:: 0::9..Jo9 :::)1.,1.. ~ 0:: LL. >< I- ..w w .. o::O::c:z~ _wwwww ....I ~ ~ !:: ~ ~ ca8~~cn~ ::) u.i i:5 0:: C; ~ ... . ..J 0 00 ..J , ... (I) U u. .... (.) I CURB _w - - ClI.Y ...,FNI ,... ..." g o 8 8 8 i--- ~ o o o o o o CURB PLACEMENT OF SOD A T PAVEMENT N.T.S. GALVANIZED METAL SIGN POST WITH .3/a" HOLES DRILLED ON ," CENTERS FLUSH CURB CURB FLUSH CURB RAMP DETAIL N.T.S. :3000 PSI CONC. . '<t N . <J:I HANDICAP RAMP DETAIL N.T.S. 12" ''- :., ~. ,40. ", Ii (/) -I - ~ W C w I- - (/) -I - > - (.) " 1 C6. 1 ~-; o o (\J (\J o lei 01 CO o CO o > o Z :::l ..c: I- en 3: U U"l .-. ..... ro -<-J Q.l o ....; 1.O o ..... o - ..... o o (\J - (I) .. ) u UJ o c.. c... - U"l en c ..... 3: ro C- O - a.: INDIANA STREET VARIES SOD 4' CONC. HAND RAMP RAIL RETAIL BLDG. EL,33.8 TO 35,5 :. .. . .' . to. . . ',11:::::1111=11113111=llil=IIII=1111 SECTION A-A N.T.S. NEW 5' REf AIL ENTRY HAND RAIL CONC. WALK EL.(35.5-36.9) INDIANA STREET . . , . NEW 6" CURB EL.33.8-35.5 13111=11113111=111'ldlll::::::II:UI, '" SECTION 0-0 N.T,S. r 4' SAND BASED SOD SAND-BASED SOD STEEL DECK INDIANA STREET ~IIBIII":.~ lilallE C:: 3' 31Ialll'.:;' L IllaIIE;~'-.::. ., :~.~IIE 311alll '/ . . '.. . 311~1111 IllaIIE.....::... ~., ~.: IllallE 31Ia~I" 1311Ei31113JjJ III EJ II EII:I R ;I~~I,! 1=11r' I R II F BOLLARD DETAIL N,T.S. POND 1 SECTION B-B N,T.S. 7' LONG, 6" DIAM. SCH 40 STEEL PIPE FILLED W/CONC. FINISH TOP ROUNDED-OFF l' -6"x1' -6"x3' -0" CONCRETE FOOTING 1 - #5 rj INSERT HORIZ. E.W. THRU STEEL PIPE 3000 PSI CONe. UNDISTURBED GROUND PAINT BOLLARD TRAFFIC YELLOW W/BLACK STRIPES 5' NEW 5' CONC. WALK PUBLIX BLDG. , == 11:::::1111=:1111'::::111 [ill Jl] Jl] U!) 'U!) TURNER STREET EXIST, CURB \ EL,32,5:f: ~_..~ -r-----' .' .... L_r_ 4." --- III :1111 :1111~J u~ SAND-BASED SOD 5' ... tij en- STEEL DECK RETAIL BLDG. == l~jlli===l:i!=,II' ~ 11III .. a POND 1 [[ji [ill [ill [!]) [iJ ~ I j' 10' -1 I SECTION C-C N.T.S. z ~t 2 00 ... cp ~ .c ~\J ... ..... Z ~ .....- o -&: A. i' '^ '^ 1'4 Q Z !::z ~ xi ... .@ ... . ~:J: -o~ ... co... .c 1'4 '^ ... ~ "" i Z .....z w ......:.i t t::( z ~t o _I ~ ,., - > Z w co o ~ M 1 '^ .0 ~ Q~ Z ~I~ Z 04( Z "Q ~ ~- ... UoI ~ A. :J: 0 v'" Q ... U. z\LI~ .J# "' ~ ~ :J: u.I ... ... ~ . ;:)~ ~~ :::! ......c ~ o~ v MV . I ,- NES Comm.: 0105 , , , " I . , Drawn By: B.J.V. I , Checked By: J.V.I. I 16' ~ I 1 16' SAND BASED SOD t 64' 16' ~: ~I' @34.00 I~', j/ - ...;:-0 " I V'v;:;:' ;// I Issue Date: Revisions: No. Date 6 ~ I' SHWT =28.0 '\J POND #2 RETENTION BASIN DETAIL N.T.S. 01/04/0'LJ I Description ~ DESIGNIDEVELOPMENT o PERMITIING & BIDDING o CONSTRUCTION DOCUMENTS: W ~ z o CI) CI) i2 >- <( z :z: <( . 0.. t: ~ L() ~ (..) ~ . I- ~ I- Z .." CI)<(W q: -0:5 C 1.&.-0..0- ~O::O<(O:: 0::9.....109 ::)u...~O::LL >< I- ..w W .. 0:: O::c zO:: _wwwww ....I ~ ~ C: ~ !;i ca8~~u;~ ::) .~o::C;~ ~ ~..J 0 00 ...J ... CI) (..) u... _ u (/) -J - ~ w C w t- - en ....I - > - (.) ,. ". ., '...:~.. : . ~C6.21 . . :~ COo ''0 '0 '; ~ } o 0 ,+ X ~ -. -, :3 o ::::ri- .:) ~ ~ + ~ '0 0 ~ n -, 0 ,+ n6' ;:+:.J '-< 0 o .~ -t) z~ zl~ ~ ;<'P " '" f<l~ "'/ -", '" Q ...... C> C> C"\J en C> Cri "<T cD C> CD C> > o Z :::l .r::. I- (!) 3: CJ I.D I "-< ,.-; Z <( ~ Q.. W Q.. ~ ~ Vi a z <( ....J :> w a: ./ a.. x w I- ./ U u ~ I 1~ Op ~~ ~ ~ ~ ~ 71 ~ uJ ,.-. -..J o ~ "'- ~ q5 Symbol Q-j . o (3 ~ o ~.~~ Ei' o @ f 1- v"'" ~~ "-{L\. o ~ ~ * . {A} /////// no. c~ ,,0 \:TO 8" CLAY 1_,___'_1- '-' _1_1-'-' I C.) nJtlj~ II ~ II 0 C.) D~~ - -0 "7.<: ~~"f<l" ~~~~[~ n 0. 8O~~~lt pav ment 'iEZ"'I'" ~~;I~ I' r"1 ~N" ,< <.1'1.1'1>,,)'1 ",co ;;;. '" '" -:..J,J:.. _ ~_~,J: _ ,-, '" TIiiiiiiiifC'---==__- - ~---- -______ n _ EX CONC. WALK -< ----- ._- CXJ:X~ , \ , I: D , n I: CJ , , , ILn '; 0 -, .J ~ n - 0> ~ ~ ~ S ~ ~ ~ m l> ~ ~ ~ ~ N ~ N .,,~ ::0"" OCO ~OJ O~ ~en -<;, -0. m .,. " '.c ~~~ ^1""T1< r' ~ "" N o o en . "T1 . o en o ::;- Q ,. :0 m -I :I> - .... n o ::J n D Q < (~ 3 en 3. =--:;1 ,~"'-~~ -, ITra;;;j "'I ~.. = ",- ~ '; 0 If) :.I. ~8.ri- - ~ ~ '-< @"l @"i iJ)@~ @'" ~- ~, ~ @. (.0.) !'> c..> 0> ~ ~i~ ~~r 10 Dw. at~o.nd~r-~, 0> (2) l2' ""Oosh. pd TYP. i\) 2 Blr'd of' pOor-Oo TYP. (I.) IS' ""Oosh. po. a TYP. 38 Azt..c lIr-Iop~~lYP. (.0.)1 011 '" J1 $ >--/ ~ Nst ~;J> > ~J CIJ~ -~ / -, ct tzJ I 1\\ I~. In I 01 ,::J 'n :3 ..... .~ P If) g; If) ri- ,~ Q 0 -' 'i ~'-< :~'; "~""'.: ':'~'. t'.,~;~1 ...~.4.~ ,\' '." .Ii:~~:....~ ~I ~I :E ~1 ;;0 I I I I I I I N J o I i Q- I I I I I : ~ I I I I I I I I I I I I ~ I 1 Ii l- I C.)+ 01 (:.) '9J_~~ i_ , = C.) i .... ~+-tI 0> I C.): 0> '"+ s: ~ to )>u:)> ?<OZ WC/)... 01' ~ .."T'1 C.) ...., 0+ ...... 10, - - -- ~t===!J -10 I ;Q I ~~ .. 1;-- I -..s:: fTI- .. ~~ I ~ tin ~I rL/T/; ro--- ,JJ' ~ c..>1~ I -I:ao ...... 2 cone curb _1_1_1_1 8" cone curb Quantity 19 72 453 8 125 910 21 121 42 37 21 16 834 11 103 32 11 9 500 Item Acer rub rum Hi biscus rosa sinensis Viburnum suspensum Lagerstroemia indica 'Muskogee' Liriope muscari 'Evergreen Giant' Liriope muscari 'Variegata' Magnolia grandiflora ' Alta' Nerium oleander 'Dwarf' Plumbago auriculata Podocarpus macrophylla Quercus virginiana 'QVTIA' Quercus virginiana Raphiolepis indica Strelitzia reginae Viburnum odoratissimum 'Awabuki' Sabal palmetto Sabal palmetto Ravenala madagascar Trachelospermum asiaticum ~t n o .J :-< ;< il ~-L- . L I , ,W___~2.o.?,---__ . W ~ ~ 4' cone wl)lk +(.0.) 01 o P I!I '0 -.:;- P ,+ . C.) ~ 00 '0 o < '1) :3 '0 :) ,+ ~:S- --.. .,:1 ~ -- - -- -(.0.) ~ 0, '1 rD :Ii ..... P 0 If) 'i 0 ,+ P Q. 0 0- - (~~~ 3 .--/(1) _.--~".------"-~V _ ~ \ '1~/,; ()\ @-';", @' n o :5 n ~[~ ~~JJ~ If) :3 5(1) (1) ri- lL ?_ :Ii o o Q. .~ ~ :) n (1) @: @:: " "1 ,~ !: .,,; ,J opproxi("',1) te lOCI) tion of 2' WI) ter line per Cityof'--.,,- r- - --1 Ceo.rwo. ter Atlo.s "l ~ \ . -,,~ \ !Q.Q.\. ,0, -.1^ 'i \, J::!, ~'. ~ ~.- I / r~ .... -----------I--~... / ---,',. "I -- fll\ROLD CO lJI~1' (GO' H/W) osphol t pl)VeMent ~---~-;--..::.;;:. ---,.,- - --- -.....~ EX, S.<\"I SEN. lI'-' ij,; .@O: ,/ . C.) ~ ~ , ~ ~ J!, ,/ + (.0.) 0> (:.) C.) 01 10. B.L (.0.)+ 0> ~ (.0.)+ 0> b I. ~ ~t i\) jr- I 1 I I + (.0.) ~ 00 :0 a~ ~3 *0 I'\)Z ~-, . . I a.spha.lt pa.veMent srrREErr COITlmOn Name Size 12' ht. 3" cal. 3 gal. 24" x 24" 3 gal. 24" x 24" 8' ht. 2" cal. standard 1 gal. 3 gal. 18" x 18" 12' ht. 4" cal. 3 gal. 18" x 18" 3 gal. 24" x 24" 3 gal. 24" x 24" 3" cal. 65 gal. 14' min. ht. 3" cal. 65 gal. 14' min. ht. 3 gal. 18" x 18" 5 gal. 3 gal. 24" x 24" 12' C.T. 15' C.T. 8-12' oa ht. 1 gal. PERIMETER REQUIREMENTS: 1 TREE PER 40 L.F. REQUIRED AND PROVIDED 75% SHRUB BUFFER REQUIRED AND PROVIDED AN AGREEMENT HAS BEEN MADE WITH THE CITY OF CLEARWATER TO MINIMIZE THE REQUIRED PERIMETER LANDSCAPE BUFFERS. Red Maple LANDSCAPE REQUIREMENTS: INTERIOR REQUIREMENTS: 102,482 SQ. FT, VEHICULAR USg AREA X 6% REQ, SPACE = 6149 SQ. FT. REQUIRED INTERIOR LANDSCAPED SPACE 7,095 SQ. FT. PROVIDED 31 TREES REQUIRED, 45 PROVIDED 342 SHRUBS REQUIRED, OVER :342 PROVIDED Hl;)iscus Sandankwa Viburnum Cr(~pe Myrtle Evergreen Giant Liriope Aztec Liriope AHa Southern Magnolia Dwarf oleander Plumbago Yew Highrise Live Oak Live Oak Indian Hawthorne Bird of Paradise Awabuki Viburnum Cabbage Palm Cabbage Palm Traveler's Palm Confederate Jasmine -_._.._,._------------_.~.. ---- -;-5ph;rtp~v;nt p '18" cLNE' - S-rr'.- HIGHRISE OAK AND ALTA MAGNOUA SOURCZ: CHERRY LAKE TREE FARM LUC DUYTSCHE #352-516-1162 CEL #800-429-2171 x238 OFFICE ~ Fig. A DRIPLlNE LANDSCAPIE NOTIES: 1. Existing trees to be barricaded and saved are marked. Barricades shall consist of 2"x4" upright lumber spaced no more than 6 feet connected by 1" x 2" lumber rails. Barricades shall be erected at the dripline of the tree to be saved when possible. 2 x 4's should be minimum 3' ht. plus l' sunk in ground. being saved. If the amount of fill exceeds 2 feet tree wells shall be constructed. 2. All plants must be healthy, vigorous material, free of pests and disease, 3. All plants shall be Florida Grade No. 1 or better 4. All plants must be container-grown or balled and burlapped as indicated in the plant list. 5. All plants shall be triangulately spaced. 6. Prior to construction the landscape contractor shall be responsible for locating all underground utilities and shall avoid damage to all utilities during the course of the work. The landscape contractor is responsible for repairing any and all damage to utilities, structures, site spurtenances, etc.; which occurs as a result of the landscape contractor. I~ 7. All trees must be gutted and staked as shown in the details. 8. The landscape contractor is responsible for verifying all quantities shown on these plans, before pricing the work. 9, All planting shall be done in accordance with acceptable Horticultural practices, This is to include proper planting mix, plant bed and tree pit preparation, pruning, staking or guying, wrapping, spraying, fertilization, planting and adequate maintenance until acceptance by the owner. 10. The landscape contractor is responsible for fully maintaining all planting (including but not limited to: watering, spraying, mulching, fertilizing, etc.) or planting areas and lawns until the work is accepted in total by the landscape architect and the owner, 11. All plants shall be guaranteed for 90 days from final inspection and acceptance. all trees shall be guaranteed an additional 180 days. 12. All plants are subject to approval by the owner or owner's representative, Prior to planting, all trees must be approved by the owner or owner's representative. 13. All plants and planting areas must be completely mulched as specified with three (3) inches of Cypress Mulch. 14. Standards set forth in "American Standards for Nursery Stock" represent guideline specifications only and shall constitute MINIMUM quality requirements for plant material, 15. All landscaped areas shall be provided with an irrigation system that supplies 100 percent coverage to all required landscaping plant material. The irrigation system may consist of an automatic or manual underground system, drip system, quick coupling valves, or hose bibs within 50 feet of all required landscaping plant material, 16. The irrigation system shall be designed to minimIZe root disturbance to existing trees and other vegetation to be retained. No irrigation is required within these areas, 17. All proposed shrubs shall be of sufficient height so that they are a minimum of 24" above the finished pavement elevation of the parking area adjacent to the said shrub. 18. All trimming undertaking on a protected tree shall be pruned in accordance with the National Arborist Association prunning standards. 19. All tree roots existing within approved improvement areas and originating from a protected tree shall be severed clean at the limits of the preserved area. Pruning shall be done using a "DOSKO" Root Pruner or approved equal, 20. During land alteration and construction activities, it shall be unlawful to remove vegetation by grubbing or to place soil deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree to remain on the site unless otherwise approved. 21. All trees to remain must be protected by tree protection barricades meeting the minimum standards shown on the attached diagram. Protective barricades shall remain in place until land alteration and construction activities are completed. ~ APPROVED ROW OR EASEMENT Fig. B 1" x 2" / ..L :::r: :::r: :::r: T >- I I I I P'=l ...J ...J ...J ...J ...J W W W W W U'l U'l '" ....... +-' ~ C C c (l) - (l) t\l E (l) (l) (l) E 15. > > > ~ E (l) (l) (l) E 0 0 0 0 0 ~ u u -g Z (l) (l) (l) >, ~ ~ ........ >, t\l 0 ....... .c .c .c ~ ~ ~ u ~ ~ ~ U 15 :> (./) ... ... a. ... ... ... ... ~ (l) (l) (l) (l) (l) s > Q.. Q.. Q.. Q.. Q.. ~ W -> -> -> -> -> t\l Q) ~ (l) (l) (l) (l) (l) Q 0::: 0::: 0::: 0::: 0::: u ...- ...- ...- ...- W 0 ...- 0 0 0 -.....--.. 0 -.....--.. -.....--.. -.....--.. f-- 1'0 -.....--.. N 1'0 ,..... <!: ...- ...- -.....--.. -.....--.. -.....--.. ~ -.....--.. -.....--.. 0 0 ...- ,..... co ...- ...- ...- z ~ r-1 ~ ~ ~ ~ XU 'r---1CfJ ~Q ~Z ~~ ~r-1 ~~ ~~ ~~ ~Z ~5S ~'r---1 ~r-1 ~~ r-1~ U~ Z " Vi LlJ Cl ?=~" ZZZ ::l,,- ::E-ffi ::EU)Cl 8~~ ~ - Cl:: LlJ:X:~ ~~::l UC)I- ~C)u J:~~ ul-J: ~~u LlJ ~ ~ ~ U) Cl Z :5 <0 <0 <0 gs ~ U( 'N .... I'- ~ O'l M~ ~~ 't ~ f- LL . 8" cone curb ,t" .., 1_. - - -~--~---ti .. i ~ ~ ~ I ~ - '\ '. EX.'IoONO:",." ~ 'I : : ~ ~ I.;f ~~ .... c):I " I .-" ,. -'I~ I L I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~ I I I -g. I Q I '6 I I i I ~ I I I ~ JTE VISIBlwt ,+ 'lANGLES I I I I I I I I I I I tv I n o ~ I ~ I 0' I I I I I I I :L1 I f! ~I N ~ 4'. ~ 51 ~ ~ tr.1 ~ I · I I . I I I ' I 1 I . I I I . :~t- LJ.J > cr: o C"l ~ .... ~ to o ~ ~ ~ I'- a. o :::!: ~ <l: .... I- ~ ~ cU ~ S o u CD ~ lD ~ .'t'- 0) "d OJ S ~ (YJ ~ Q)~ o ~r~ ~ Q) ~ Q) ~ O)~Q) Q ~ U)~ 0) H ~ 8 ~ ,..q CO ~ ~ ~U DRAWN BY EL-H CHECKED BY MAC DATE 05/08/2001 SCALE 1/1=30/-0// JOB NO. SHEET L1 L..'.' .)..:.... ,J;-~ -- Ij lLAY 1- LA.NES) 'E' ~ -1_1_1_ .., '_I -- _.~ - ---~::-... a. ~-- -- - ~ ~ \ 61/ _ __ ___ wo.ter RET AIL 36.8t I I 4,200 S.F. CALVo STEEL WALK + =.J . 36.7 i ~ ~I II [III! III i~ I~, ill 27,887 S.F. 27 PROTOTYPE 36.7 III C L o ..c ~ 3' d J: -ti c ..... +35.0 +36.1 -34.4 --------- r~L ..... 0 0 ~ (\J -.;T -.;T ..... LD co 0 co 0 > 0 z: ::l .c f- (!) 3: Cl cn I -< ..... z: <t _J n. w n. <t u U) C 2. . .......J :> LJ., 0: - n. x lJ..J f- - U I I I I I I I I I I I I I I I Qf0 34.5 . +36.3 I I' : I I . I I...J 10:: I : I .34.8 36.96+ 33.0 !1'~ - - -If- - - - - -- - I - - -IL- - - - - - - - l~= 32.7 I [-- +[J I -==_ I [~6.[J 33.0 [-~ 35.8 -~ ~ ~ ~._---"---..- -- .-.--.- . 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