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FL00-11-60; FLD00-11-60
Pos j ( Si 1, BOX 4 /4.8' CLEARAVAI ER, F1,0811M 511 -4 i 4(H M( ' Irw' sl;w I(J" BI 1.00 S(wrif W in u: A\ c�Ni r- Fi,,,)RmA 337`56 TH ITW)Ve ('72 /') 5,62, 1s67 F,kx (727) 562-4865 & Dtm:owmp:"f September 18, 2015 Rick Myrick, President NuRoom Corporation P.O. Box 8475 Clearwater, FL 33758 Re: Development Order — Minor Revision 41 HA) 00--11-60 (1617 Rachel Court Related to 13C'11201 -5-09194) Dear Mr. Myrick: On April 17, 2001, the Community Development Board reviewed the followino tD request: Flexible Development approval, as part of a Residential Infill Pro ' ject., to permit, attached dwellings in the LMDR District within more than two buildings, on a lot that was not vacant on the date of the adoption of the Code, with a reduction in front setbacks (along the two, internal, private roads) from 25 feet to 21 feet, reduction in rear setback (internal property lines only) from 15 feet to U feet, reduction in the side setbacks (internal property lines only) from 10 feet to 8.5 feet, reduction in side setbacks from 10 feel to zero feet for con-n-rion wall construction for all buildings and preliminary plat approval of 32 lots for attached dwellings tl Z:' A. proposal for a minor revision was submitted on September 16, 2015 and approved on September 18,, 2015 for the following revisions: 203.5 square foot addition to the rear of the building with a rear (south) setback of 27,1 feet where I') feet is required. The proposed revision is considered a Minor Revision pursuant to Sectiori 4-405,5.1 through 9, below, where a minor revision is one which: I . Does not result in conflicts in on -site circulation and/or negative impacts with ingress/egress. I Does not change the use unless si.,rch change is of a similar or less intensity, as detcri-nined by the corrimunity development coordinator. Does not increase the density or intensity of [fie, developinent Does not resuh in Li rcrlt.ic6on (A's,(,.,tba(A< or pr("°viously rcquircd Lmd'scripe. 1. Doe", fuot lvsult ilu cl),I[we k) the Development Order Minor Revision 41 Page 2 6. Does not result in a substantial modification or the cancellation of any condition placed upon the application as originally approved. 7. Does not add property to the parcel proposed for development. 3. Does not increase the height of the buildings in a manner that will change the overall height of the project, will not alter the scale of the project, does not exceed the maximum height permitted in by the applicable special area plan and zoning district. 9. Any other minor revision that does not substantially alter the character and design of the project. In accordance with Section 4 -406.A of the Community Development Code, the revisions proposed on plans submitted and date stamped September 16, 2015 are deemed to be a Minor Revision and are APPROVED, subject to the following Minor Revision Condition of Approval. When submitting site plans they will need to comply with this condition: Minor Revision Condition.o A :�i[ Li!: _.I. That all Condition s of Approval imposed originally by the Community Development Board on April 17, 2001, are still in effect and enforceable; 2. That prior to the issuance of any building permit as it pertains to the specific parcel, building permit: plans reflect compliance with the FLD 00. -11 .60 landscape plan; and 3. That prior to the issuance of a certificate of occupancy as it pertains to the specific parcel, a landscape inspection be made to verify the site landscaping is consistent with the FLD 00-11-60 approval. Should you have any questions, feel free to contact Matt Jackson, Senior planner, ,.it 727-562-- 4504 or via email at matthew ac ksonC4i, � cic<rw ter Loan. Sinc` „rely, Q� F ✓ p 1A0 4 Michael Delk, Al(,'T Planning and Development Director 77 PLAN APPROVED SITE .. CASF* ry Q CASE TY /14 J«y ?z>J D RC « s E �yv .. . .. .y S 9b zr>n . . y. .� - %SS ATU [Z _ © « ww Minor Revision O n e 1617 R « che, Court � ^ The Bil/ilding and Re,#77odeting NuROOM Corporation Uontractot, 9/114/115 Matt Jackson. Senior Planner City of Clearwater Planning & Development Dept 1 00 S Myrtle Ave 2nk-1 Floor Clearwater, FL 33756 PN c: "' I i ni, -) I - 16 " c ,, i's in I. I I i -i C;1S C 1 0 • 1 - 6 0 Dear Matt: Rcquc.4ini?� For the pmrntosc ofaddiing I glass, roonn addition 1.o, adldhrc,,�,; 16117 Rachc! ;i iMAIIIIHOUSC U I I I L A CIL I ve pe rm I I Nppt Ica uoll 4tn�_ 1-!tj I This proposed ,minor revision to approved jl-lcxible Development Application can be considered a minor revision due to compliance with Community Development Code Section 4406 as more fully outlined below. Section �, 406, Changes to IL-evel Two Development Approvals 1. Does not result in conflicts in on-site circulation and/or negative Impacts with ingress/egress. Ans. No negative impacts or conflicts 2. Does not change the use unless such change is of a similar or liess. intensity, as determined by the community development coordinator. Ans: The use remains the same. 3. Does not increase the density of the development setback. Ans. The glass room is well within setback requirements. 4. Does not result in a reduction of or previously required landscape area. Ans: The glass room is not in any required landscape areas. S Does not result Jin a substantial change to the location of a struaurc previously approved. Ans: Does not substantially change the look of the townhouse. P-1 Mailing Address - P.O.Box 8475, Clearwater, Fl. 33-71-57; Office - 2140 Sunnydale Blvd . Clearwater, Fl. 33765 . Phone 536-2767 L o r k' nuroom@nuroom.com . www.nuroom.com License #CBCA1 3487 "Over 30 Years of Service to the Community 11 , F *ov� or the application as originally approved. Ans: It is not modirying any condition. 7. nol add "-prorcr,"", to narccll nrn-,,)n..cd for Anse Does not add any property to the pareel. 8. F)Ioes not incrcase the height of the 1 "bi.611dings in a manner that will change the ovcrall he➢gilit of the project, will not alter the scale oil-tie project, does not exceed the maximuni height permitted in by the applicable special area plan and zoning district. Ans® Will not increase the height of" existing structure. 9, Any othcr nninor rcvisj on that chw) ; not ;i ihstanl Pally A Itcr Ithe ,d I c_ Ans: None NuRoom Corporation Rick L. Myrick, President 7777 FL 00-11-60 SUN KETCH TOWNHOMES 1601 DRUID ROAD II ~ .... .......::.... // o ~ " "" 0'" oc., ",I ,,'- .s~ ~~ b ~ [IJ ~ ~ ~ 0 ~:: ~ g,o ~~ =-g ~ 1:1 e 2 g~ 2'0 &r: 88 ~ g 0 & g ~ ~ ~ ~....... ~- 80 s~ _3 s 1 == 0 -:=- ~- .ga 0 E-g - E ILl ro <t) 10':: U -5~ ~E '" ~~ [; a C _ 0 ;;; fr ;;;l tU ;;0 '" g ~ E ...... ~ '0 0:::: ::'^ i3 t.l U ~........."'1:1 ~ <:: 03;:; ~ 3 ~ :>, ~ g~ ~.s8~ p.,.-:;-1:l~ &:>,@" tl r'i ;:j ~ e ~ 5. ~ .scr'""G..g ~d}~~ 0,., ;::! ;:; 15 .J5;; ~ :2' [,o;,oOOf,Jvr-~o-5 ",o~2@'oft.;;S !:<~.3~.,p.-g~~ 0;.... 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SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA DESCRIPTION ACKNOWLEDGEMENT STATE OF FLORIDA COUNTY OF PINELLAS SWORN TO AND SUBSCRIBED BEFORE ME. AND PERSONALLY APPEARED XXXXXXXXXXXXXXXI, NOT INDIVIDUALLY, BUT AS SR. VICE PRESIDENT OF XXXXXXXXXXXXX BANK. WHO IS PERSONALLY KNOWN TO ME AND KNOWN TO ME TO BE THE PERSON EXECUTING THE FOREGOING DEDICATION, AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES SET OUT THEREIN AND DID (DID NOT) TAKE AN OATH, OR 9346 PAGE 2340 BEGIN AT THE NORTHWEST CORNER OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PAGE 63 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA; THENCE N.00'07'28'W., ALONG THE EAST RIGHT-OF-WAY LINE OF LAKE AVENUE. 449.36 FEET; THENCE S.88'50.38"E., 310.63 FEET TO A POINT ON THE WEST BOUNDARY OF LIVE OAK ESTATES, AS RECORDED IN PLAT BOOK 62. PAGES 75 AND 76 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S,OO'06'31"E" ALONG SAID WEST BOUNDARY. 442.42 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID LIVE OAK COURT; THENCE S.89'52.32'W., ALONG SAID NORTH BOUNDARY. 310.43 FEET TO THE POINT OF BEGINNING, CONTAINING 3.178 ACRES. MORE OR LESS. WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF , 2000, OR 2847 PAGE 561 BEGIN AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SECTION 14. TOWNSHIP 29 SOUTH. RANGE 15 EAST. AND RUN THENCE S.88'53.28"E., ALONG THE 40 ACRE LINE. 143,86 FEET; THENCE S.00'05.50'.E,. 33,0 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S.00'05.50"E.. 150.0 FEET; THENCE N.88'53'28.W.. 110.78 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF LAKE AVENUE. 150.0 FEET TO THE SOUTHERLY LINE OF DRUID ROAD; THENCE S.88'53.28..E.. ALONG THE SOUTHERLY LINE OF DRUID ROAD. 110.84 FEET TO THE POINT OF BEGINNING. NOTARY PUBLIC STATE OF FLORIDA AT LARGE COMMISSSION NO. MY COMMISSION EXPIRES: NAME OF NOTARY (PRINTED OR STAMPED) COMMENCE AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4. RUN SOUTH 183 FEET. THEN EAST 33 FEET FOR A POINT OF BEGINNING; RUN EAST 310 FEET, THEN SOUTH 145 FEET. THEN WEST 310,6 FEET. THEN NORTH 140 FEET TO THE POINT OF BEGINNING. CONTAINING 1.01 ACRES. MORE OR LESS. HAVING A COMBINED AREA OF 4.58 ACRES. MORE OR LESS. CERTIFICATE OF APPROVAL OF COUNTY CLERK DEDICATION STATE OF FLORIDA COUNTY OF PINELLAS I. KARLEEN F. DE BLAKER. CLERK OF THE CIRCUIT COURT OF PINELLAS COUNTY, FLORIDA. HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED AND THAT IT COMPLIES IN FORM WITH ALL THE REQUIREMENTS OF THE STATUTES OF FLORIDA PERTAINING TO MAPS AND PLATS, AND THAT THIS PLAT HAS BEEN FILED FOR RECORD IN PLAT BOOK PAGES PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. THIS DAY OF . 2000. THE UNDERSIGNED CERTIFIES THAT THEY ARE THE OWNERS OF THE TRACT OF LAND DESCRIBED HEREIN. AND THAT BESIDES THEIR INTEREST THEREIN THERE ARE NO OUTSTANDING INTERESTS IN SAID PROPERTY OTHER THAN THOSE SHOWN OR NOTED ON THIS PLAT. WHICH IS HEREBY PLATTED AS SUN KETCH TOWNHOMES AT LAKE AND DRUID AND THAT THEY DEDICATE TO THE PUBLIC IN GENERAL. ALL EASEMENTS, STREETS AND PUBLIC PLACES CREATED BY THIS PLAT. OWNER: SUN KETCH CONSTRUCTION. INC.. A FLORIDA CORPORATION ATTEST: KARLE EN F. DE BLAKER. CLERK PINELLAS COUNTY. FLORIDA DEPUTY CLERK RALPH QUART!:.. I I I PRESIDENT CERTIFICATE OF APPROVAL COUNTY COMMI5.;';ION WITNESS WITNESS PRINT NAME APPROVED: WITNESS WITNESS PRINT NAME COUNTY ENGINEERING CHAIRMAN. BOARD OF COUNTY COMMISSIONERS ACKNOWLEDGMENT REVIEWED FOR CONFORMITY TO CHAPTER 177. PART 1. FLORIDA STATUTES STATE OF FLORIDA COUNTY OF PINELLAS BEFORE ME. THE UNDERSIGNED AUTHORITY. PERSONALLY APPEARED RALPH QUARTETTI. PRESIDENT. SUN KETCH CONSTRUCTION. INC. A FLORIDA CORPORATION. AND HAS PRODUCED AS IDENTIFICATION AND KNOWN TO ME TO BE THE PERSON EXECUTING THE FOREGOING DEDICATION. AND HE ACKNOWLEDGED TO ME THAT HE EXECUTED THE SAME FOR THE PURPOSES SET OUT THEREIN, t: '. '; ,'". . ~ ",-' WITNESS MY HAND AND OFFICIAL SEAL THIS _ DAY OF . 2000. CHARLES R. NORWOOD. PLS. CHIEF LAND SURVEYOR FLORIDA PROFESSIONAL SURVEYOR REGISTRATION NUMBER 3914 PINELLAS COUNTY PUBLIC WORKS DEPARTMENT OF SURVEY AND MAPPING DATE NOTARY PUBLIC STATE OF FLORIDA AT LARGE NAME OF NOTARY (PRINTED OR STAMPED) COMMISSION NO. MY COMMISSION EXPIRES: SURVEYOR'S CERTIFICATE .~~ z r PP-/l-()f I. THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY THAT ON , THIS PROPERTY WAS SURVEYED AND THIS PLAT IS A TRUE REPRESENTATION OF THE LANDS DESCRIBED AND SHOWN. AND THAT PERMANENT REFERENCE MONUMENTS HAVE BEEN PLACED AS INDICATED HEREON IN ACCORDANCE WITH THE STATUTES OF THE STATE OF FLORIDA THEREUNTO APPERTAINING. AND THAT THIS PLAT COMPLIES WITH SECTION 177.091 OF CHAPTER 177 OF THE LAWS OF THE STATE OF FLORIDA PERTAINING TO MATERIALS AND COMPOSITION, MORTGAGEE'S CONSENT THE UNDERSIGNED, AS MORTGAGEE UNDER A CERTAIN MORTGAGE DATED A.D.. RECORDED IN O.R. BOOK PAGE OF THE PUBLIC RECORDS OF PINELLAS COUNTY, JOINS IN AND CONSENTS TO THE DEDICATION OF THE LANDS DESCRIBED ABOVE. AND AGREES THAT IN THE EVENT OF FORECLOSURE OF THIS MORTGAGE ALL DEDICATED AREAS SHALL SURVIVE AND BE ENFORCEABLE. WILLIAM L. WHITLEY FL. REG, SURVEYOR NO, 4325 XXXXXXXXXXXXXXXXXX. BANK WITNESS WITNESS ~ PREPARED 8Y: CUMBEY & FAIR. INC. 2463 ENTERPRISE ROAD CLEARWATER. FLORIDA 33763 (727) 797-8982 LB NUMBER 21 68 J,N, 5448 SHEET 1 OF 2 BY: XXXXXXXXXXXXXX. SR. VICE PRESIDENT WITNESS PRINT NAME WITNESS PRINT NAME I~ol ~ K:o~ .s~~ k~ err' Jd- FLOO-,,-Ce,?> SUN KETCH TOWNHOMES A T LAKE AND DRUID A PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA CURVE TA6LE: ..LINE TABLE: CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG LINE BEARING DISTANCE 1 14'29'54" 28.00 7,08 7.07 3.56 N 82"37'35"E 1 WEST 5.02' 2 42"00'45" 25.00 18.33 17.92 9.60 S 69'07'05"E 2 WEST 5.01 ' 3 3"26'06" 43,00 2.58 2.58 1.29 S 49'49'45"E 4 51'22'05" 43.00 38.55 37.27 20.68 S 7713'51"E 5 7712'34" 43.00 57,95 53.66 34.33 N 38'28'50"E 6 7712'33" 43,00 57,95 53.66 34.33 N 38'43'45"W 7 51'22'06" 43.00 38.55 37.27 20.68 S 76'58'56"W 8 31'13'34" 43.00 23.44 23.15 12.02 S 35'41 '06"W 9 68'15' 49" 25,00 29.79 28,06 16,95 S 54'12'13"W 10 1'32'25" 25.00 0.67 0.67 0,34 S 89'06'20"W 11 14'57'38" 28,00 7.31 7.29 3.68 N 82'38'39"W 12 19'02'31 " 28.00 9.31 9.26 4.70 N 80'21'17"E 13 2'37'00" 25.00 1.14 1.14 0,57 S 88'48'58"E 14 68'21 '54" 43.00 29.83 28,09 16,98 S 53"19'30"E 15 32'24'16" 43.00 24.32 24,00 12.49 S 35'20'41"E 16 51'22'05" 43.00 38.55 37,27 20.68 S 7713'52"E 17 76'26' 45" 43.00 57.37 53,21 33,87 N 38'51'43"E 18 7/58'22" 43,00 58.52 54,11 34,80 N 38'20'50"W 19 51'22'05" 43,00 38.55 37,27 20,68 S 76'58'56"W 20 1'44'58" 43.00 1.31 1.31 0,66 S 50'25'25''w 21 40'19'36" 25.00 17.60 17.24 9.18 S 69'42'44"W 22 32'33'54" 28.00 15.91 15.70 8,18 N 73"50'31"W 23 24'52'22" 160.00 69.46 68.91 35.28 S 77' 41'17>>E 24 23"43'36" 160.00 66.26 65.78 33.61 N 78'00'44"E ~ (/):r: :::JI- 1-<( go... (WEST LINE OF SW 1/4 OF SE 1/4 OF SECTION 14 SW CORNER OF I SW1/4 OF SE1/4 -N 89'52'11"E OF SECTION 14 I 33.02' FCM W / NAIL _ _ _ _ _ J20.38~ _ +- ~ 1- - -15;-LANDSCAPE "& I SIDEWALK EASEMENT I leo PARCEL C 1 ~ PRIVATE DRAINAGE AREA I 00 10'UTlLlTYJ, EASEMENT S 00'07'28"E 121.16' I I", I") Icd I") 1 I 1 t:1 I- g, S 0::: => I 0 () 1 ~ C5 I w > :J l.L.. 0 W z :J 1 S 00'07'28"E 121.12' LIVE OAK COU RT PB 61 PG 83 S 00'07'28"E 120,90' ",1 ~I 4 + I") I S 00'07'28"E 112.90' 7 ",1 ( I") 5 1 ~I 1 S 00'07'28>>E 104,54' I c, I I ~ 1 6 I I") 1 ~ L - - - - -t46."42'- - - -- FCM W/ NAIL 9 14 DRUID GROVES REPLAT PB 46 PG 1 <( :::J w o > z - Cl cr::: <( 0 2 DRUID GROVES PB 15 PG 46 L w ~>- 2<( (/)5: <( --:> N 00'07'2S"W 1331.52~0/A LAKE AVENUE o 1"'5 1'0 NW CORNER OF SW1/4 OF SE1/4 OF SECTION 14 321,59' . t-.. 1").... 00 . '0 1")0) 10 -r ~ 321.66' SPKN&D N Ocr07'28"W 742,77' I IN WALK -=- 50.00' -=- -=- -=- _'31.80' -=- -=- -=- -=- + -=- -.J ~ -1- Uf'Vr -= +-" 0,84' -= -= - - -= -= -1 ~ -= -= -= -= -= _'50,01' -= -= -= -= -= -= .. t-.. ", I "I 15' LANDSCAPE & / eo to I 0 d ~ 15 1 R 12 12 }e I SIDEWALK EASEMENT I ~ w 1 ~ d 0) 10 ~ cO 30 10 ~ ,...: _ L.lJ Iv 1'01 I ~I 31 to- ~ S 00'07'28"E 123,57' 1 1 N 00'07'28"W 124.74' I ~ I w t-.. I 001 ~ :- ':.... 1 O'UTILlTY --I . ~ 1 . Z N 89'52' 32"E 150.0 l' N m t1 EASEMENT ;1; ~ :'. I ;1; r" to 1 6 I ~ ~ ~ I 29, L{) Z I") .. , N I ~" I lx> 123.57' I N I N 00'07'28"W 123.96' ~ I ~ co S 00'07 28 E 149.59 1 ~ I '.;. I 32 N (/) I ~ ~I ~ I :~ 52.44' v 33.0' 17 1 ~ ~ ~ 1 28 I~ S 00'11'28"[ 150.02' S 00'07'28>>E 149.59' 1 00 I N 00'07'28"W 123.17' Z I I I~ ~1 I~ ~ 1 <I~ o ...JO::: Ww I UI-" a:: ~ ~ 1 < - to 0.. g: I") 1 33.0' 2~84 5- - --1-- _ --123,OL -- I --------- ,I 15' LANDSCAPE & 12' 12 ~ 1 SIDEWALK EASEMENT ~ 1 14 I N 00'07'28"W 124.02' L5 o ~ ~ ...J~z N w~Q P U;:;;~ " a:: 0: w < 0::: 0.. () W 0::: . I to 0) ~I ci I") ~I N w 1 . N 1 I") N ~I ~I 00 ~I Z ",1 ~I I:) 1")1 CD1 C5 ...JO::: Ww UI- a::~ <- c..O::: a. .... . en ;1;00 cdz I") 13 124.02' N 00'07'28"W 148,00' 12 N 00'07'28"W 148.00' 1 1 N 00'07'28"W 148.00' 50.00' L.lJ . . I")N 1")0 cdt-.. 1").... en 00 Z I " ~ I~ to II") 0' ~ a:: o :::> a:: o I '\ q- .- ", I") cd I") 18 27 S 00'07'28>>E 149.59' N 00'07'28"W 122.39' ", I") cd I") 26 I~ /1").. <00 I ", ~ 0') 19 10 N 00'07'28"W 147.99' S 00'07'28>>E 149,56' N 00'07'28"W 121.61' - I~w I ~ t to (0 I I") ::- ,." L{) lx> I ~ co I") I cd V) ", , 9 ", I") cd I") z o i= () w (/) l.L.. o V ......... .- 20 25 N 00'07'28"W 112.86' S Ocr07'28"E 113.13' N OO'07'28"W 114.05' 8 w . . I")N 1")1") <ON ",10 en 00 Z 21 UNPLATTED 104.95' 104.49' w (/) l.L.. o q- ......... 7 0, v cO I") 1 I~ ~ I 23 I ex) (J'\ 1 ", - - - - -146.05'- - - - _-.J FCM W / DISK PETERSON 10,05' 22 ~ (/) l.L.. o W z :J :r: I- 0::: 1 ~ ~~~------ ------~~~ S 00'07'39"[ 585.69' 23 15 16 22 21 LIVE OAK ESTATES PB 62 PG 15-16 . o . o SPKN&D ~: SET PERMANENT REFERENCE MONUMENT 4 "X4 H, LS 4325 FOUND CONCRETE MONUMENT 3"X3", AS SHOWN SET PERMANENT CONTROL POINT, LS 4325 FOUND PK NAIL SET PK NAIL & DISK LB 21 68 EASEMENT LINE, USE AS NOTED PLAT BOOK PAGE RADIAL LINE OVERALL 40 20 0 40 I I I I SCALE IN FEET SCALE: 1"= 40' P.B. PG. (R) O/A l!QIES: 1 . BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF THE SW 1/4 OF THE SE 1/4 OF SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST. SAID LINE BEARS N 00'07'28" W. 2, UTILl1Y AND DRAINAGE EASEMENT USE RESTRICTIONS: NO PERMANENT PRIVATE STRUCTURES, INCLUDING MASONRY OR CONCRETE BLOCK FENCES, ARE TO BE LOCATED WITHIN THE UTILl1Y OR DRAINAGE EASEMENTS SHOWN HEREON IN THE ABSENCE OF A SPECIFIC PERMIT FOR SUCH STRUCTURE FROM PINELLAS COUN1Y, FLORIDA. 3, NOTICE: THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE SUBDIVIDED LANDS DESCRIBED HEREON AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED IN AUTHOR'1Y BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THIS PLAT. THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUN1Y. ~ PREPARED BY: CUMBEY & FAIR, INC. 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763 (727) 797-8982 LB NUMBER 2168 J,N. 544B SHEET 2 OF 2 ., t. . , "I \ .#- ,..- \. I SITE IMPROVEMENT PLANS LEGAL DESCRIPTIClN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELLAS COUNTY, FLORIDA DESCRIPTION ~J PARCEL 1 (OR 8786 PAGE 1206) BEGIN AT "HE NORTHWEST CORNER OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PAGE 63 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N,OO'07'28"W.. ALONG THE EAST RIGHT-OF-WAY LINE OF LAKE AVENUE, 449.36 FEET; THENCE S,88'~O'38"E.. 310.63 FEET TO A POINT ON THE WEST BOUNDARY OF LIVE OAK ESTATES, AS RECORQ.ED IN PLAT BOOK 62, PAGES 15 AND 16 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; ~NCE S.00'06'31 "E., ALONG SAID WEST BOUNDARY" 442,42 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID LIVE OAK COURT; THENCE S.S9"52'32 W., ALONG SAID NORTH BOUNDARY, 310,43 FEET TO THE POINT OF BEGINNING. CONTAINING 3.178 ACRES, MORE OR LESS. PARCEL 2 (OR 2847 PAGE ~61) BEGIN AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SECTION 14, TOWNSHIP 29 SOUTH. RANGE 1~ EAST, AND .RUN THENCE S.8S'53'28"E" ALONG THE 40 ACRE LINE, 143.86 FEET; THENCE S.OO.O~'~O"E" 33.0 FEET FOR A POINT OF BEGINNING. THENCE CONTINUE S.00.05'50"E.. 150.0 FEET. THENCE N.8S"53'28"W., 110,78 FEET TO THE EASTERLY.RIGHT-OF-WAY LINE OF LAKE AVENUE, 150.0 FEET TO THE SOUTHERLY LINE OF DRUID ROAD; THENCE S,88"53'28"E.. ALONG THE SOUTHERLY LINE OF DRUID ROAD, 110,84 FEET TO THE POINT OF BEGINNING. PARCEL 3 COMMENCE AT THE NORTHWEST CORNER OF THE SW 1V4 OF THE SE 1/4, RUN SOUTH 183 FEET, THEN EAST 33 FEET FOR A POINT OF BEGINNING; RUN EAS 310 FEET, THEN SOUTH 145 FEET, THEN WEST 310.6 FEET, THEN N 140 FEET TO THE POINT OF BEGINNING. CONTAINING 1.01 ACRES, MORE OR LESS. ALL OF WHICH BEING FURTHER DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF' SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, tLORIDA BEING MORE FUL.l..Y DESCRIBED AS FOLLOWS: , COMMENCE AT THE SOUTHWEST CORNER OF SAID SOUTH'NEST 1/4 OF' THE SOUTHEAST 1/4 OF SECTION 14, THENCE N.00"07'28"W., ALONG THE WEST LINE OF THE SOUtHWEST 1/4 OF' THE SOUtHEAST 1/4 OF SECTION 14, 555,00 FEET; THENCE N.89"~2'11"E.. 33,03,F-EET TO THE EASTERLY RIGHT-OF-WAY LINE OF LAKE AVENUE (66' RIGHT-OF-WAY) SAID POINT BEING At-SO THE NORTHWEST CORNER OF LOT 8 OF LIVE OAK COURT AS RECORDED IN PLAT BOOK .1, PAGE 83 OF' THE PUBL.IC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE N,OO'07'28"W.. ALONG THE EASTERLY RIGHT- OF-WAY LINE OF' L.AKE AVENUE. 742,77 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF DRUID ROAD (68' RIGHT-OF-WAY); THENCE S,88"53'~7"E., ALONG THE SOUTHERLY RIGHT-OF-WAY LINE OF DRUID AOAD, 110.30 FEET. THENCE S.OO.11 '28' E., 1~0.02 FEET; THENCE S,88.53'16"E., 199.90 FEET TO THE WEST LINE OF LIVE OAK ESTATES EXTENDED, AS RECORDED tNPLAT BOOK 62, PAGES 15 AND 16 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S,OO.07'39"E.. ALONG THE WEST LINE OF LIVE OAK ESTATES AND THE NORTHERLY EXTENSION THE~OF', 585,89 FEET TO THE NORTH LINE OF THE AFORESAID LIVE OAK COURT; THENCE S.89"48'23"W.. AL.ONG THE NORTH LINE OF LIVE OAK COURT, 310.34 FEET TO THE POINT OF BEGINNING. CONTAINING 4.58 ACRES. MORE OR LESS .=-. -, .., StTE'-DA T A EXISTING PROPOSED TOT AL AREA 4.58 AC/199,225 SF 4.58 AC/19'9,225 SF ZONING LMRD LMRD/INFILL SETBACKS: FRONT N/A 10-25' / N/A 0-5;' BACK SIDE N/A 0-15' DWELLING UNITS N/A 32 FOOT PRINT N/A 1600 SF FLOOR AREA/DWELLtNG UNIT GROSS FLOOR AREA N/A 2423 SF /DWELLlNG UNIT .. PARKING SPACES N/A 2/UNIT (OfR~::) PROVIDED VEHICULAR USE AREA 63,735 SF 37,800 SF STORMWATER NONE 7,085 SF RETENTION AREA TOT AL PERVlOUS/ 84,267 SF / 42.0% 106,175 SF 153% GREEN AREA TOTAL IMPERVIOUS AREA 114,958 SF 1 58.0% 93,050 SF/47% LAND USE COMM./SAW MILL RESIDENTIAL ...VI.IDN. ., .ft 1_1_ ., .- _ J _ ._ ~ ~ \ l.,~',,", ,~. ), ~'''''1 :,'. ,\ , f;: -- ~r t / ,N, '\i,r. VICINITY MAP POINT II) IIWN Sf ClUfE.WAY 60 ~ TAMPA BAY PROJECT SITE Section 14 Township 29 South, Range 15 East, Pinellas County, Florida 1601 EAST DRUID ROAD NOTES: FLOOD ZONE NOTE: THIS PROPERTY LIES WITHIN FLOOD ZONE C, AS SHOWN ON FEMA FLOOD INSURANCE RA TE MAP, COMMUNITY PANEL #125138-0108C, 6/1/83. WARNING "\ ABO~ GROUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED \\1TH CAUTION, CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL AT (1-800-<432-4770) AND FLORIDA POWER CORPORATION AT (1-727-866-5151), 48 HOURS BEFORE BEGINNING WORK. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE AREAS OF CONSTRUCTION, 11/3D/DD SHEET 1 2 3 4 5 6 7 8 9 10 11 12 13 INDEX COVER SHEET BOUNDARY SURVEY PROPOSED SITE PLAN PAVING GRADING AND DRAINAGE PLAN OFFSITE GRADING AND DRAINAGE PLAN WA TE RAND SEWE R PLAN PAVING, GRADING AND DRAINAGE DET AILS WATER AN~ SEWER DETAILS GENERAL NOTES AND MISC. DETAILS M()T AND ENVIRONMENT AL CONTROL PLAN EXlST.ING SITE AND DEMOLITION PLAN ,1' LANDSCAPING PLAN (BY OTHERS) LANDSCAPE DETAILS (BY OTHERS) LIGHTING PLAN (TO BE FURNISHED BY F.P.C.) - DEVELClP'ER: ~ K.eA~ CONSTRUCTION. INC. 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789-8899 ENGINEER: EEl CUMIIEV a FAIR, INC. CONSUL TINO CIVIL .NOIM..RS EB 12168 ~ 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763-1790 CLEARWA TER 797-8 82 TAMPA 223- w NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK J'" / , " ~ I ! /' -- Cl Cl C'o.I Q) ...- a::: <C :E: , i , j 4 ,',},; ~.. h. f, r. ~ . l' r' t. I ) ! ~ 1 ) I' J......._......~. . 'r",.~- .....-- ~~~ /.tT~ t--' ~1: C.J n.. _,. J l_~...._.___~_. ~ ...Jw o > z - 00::: <to ~ Ld ~ )... :::z; <( VJ ~ 4: ...., L_ ______ J ""-,_. ,,,,,,,- J \ // / / / --- ---// LIVE: OAK (;()LJR 1 PlAT BOOK 61 PAGE 85 .......... '",- ".'. .....-.-- --- --- ---_._~ .. ~,' / j' / / / / I / ,/ / I I , , t- j l J DRUID GROVES REPLAT P8 46 PG 1 I") I") LAKE AVENUE (66' RIGHT-OF-WAY PER PLAT) N 00.07'28"W 1331.52' (C) FPKN ~ I-N 8!r52'll"E 33.02' (F) I") I") N 00-07'28"W 7 42.77' P.O,8. OR 9346 PG 2340 NW CORNER or LIVE OAK COURT Few 3-XJ- wi NAIL N 0<r07'28"w 449,.36'(0) 6'UTIl If) . CASEMENT I I I I I I I 10:- C:::--- ......... . .. ci ~;;; 0-- _0 f")::-" _' t _....J ~ -j=-'ji ~ ff') ~~ ~.~ Z~ ~ f/)GO I V') PARCEL 3 LOT 8 PARCEL 1 OR 9346 PC 2340 / / / // lOT 7 / ..----...../ 40 I 20 0 I I SCALE IN FEET SCAlE: 1"= 40' "\ 40 I DRUI[) CROVrS PB 1 ~ F'G 4b 1__ _ __ Is I~ I~ .... I~ . I~ I~ ,i z -- ..... ....... 183,04'(F) SPKNO IN WAlK 1:' ........ ~ o o - - ..,. <X? ~ o. ;: ...... N ~ f8 PARCEL 2 OR 2847 PG 561 F 2 ~ d .... I"') }U o N ;" &0 ~t:' (/) ........ .. - - o 0) ::-" . o 0) .... 0) I") _ ~ ~ . CD - ;" It) ~ (f) 6'UTlllTY EASEMENT J.EQ.EtiD: P.O.&. FPKN FCM FOP fit SPKII) La PLS OR PC w/ I (f) , , \ ~) w ~ 5 n.. z =) POINT Of' BEGINNING FOUND PI< NM. fOUND CONCRE1'E MONUMENT FOUND 0Pi'H EIUD PIPE FOUMD IRON REIM SET PIC'" .- DISK LB 21 ea UCEHSED SUfM.Y -BUSINESS MOfESSDW. I.MD SUWEYOR omcw.. R[COROS BOOK PACE wrrH FOUND CAl.CUI..ATED IDSUREMEHT fEU) WASUREMENr DUD~ PlAT a&IUREMENT NW CORNER OF SW 1/4 or SE 1/4 OF 14-29-15 FPKN (3.1S de 4.1 E) FND NAIL (O,7S ~ 0,2 W) . r.---.'-- ------. .....-. -.. -- ..... :::--- Ol N I") LU ..,. t .... ,..... N 8, ;.., ,-",L() ~~ CX? V') I") ..,. S 00.05'50"E 33.0' (0) S 00- 11'28"E 33.03' (F) '1 I \ \ s~ 'CORNER OF SW 1/4 ~,Of SE 1/4 OF 14-29-15 . . L:BAS1S or BEARINGS it: 1- N 00.07'28:; 555.00' (P) - F'PK~ N 0<r07'28"w 555,26' (F) (0.26..5) \ , \ , NORTH 140'(0) N 00.07'28-W 143.40'(F') , , , , 1 1 I , , 4:'1 '-" ~I ~I I") 1_ _,0 0- ....... . ;"1<<.0 "?d 01- - I"') 1"')'1;; L.J ~I~ GI ~I GO V') 1 1 I ~ , z I~ I l~ I Ig I i=" I.=> 1 .n " I I 1 I I - -$ W06'3T"(-(pf ._- 7~' UTtuf/-EAsEMfNT'- _J ~'1~" S 00.06'31"E 442.42'(0) 442,05'(F) 1 SOUTH 145'(0) S 00.07'39"E 143,64'(F) '--N 00.08"58"'[ (P)-" ---j rew 3-XJ" __L. 10' UTIlITY tASE.MfNT FCW ,-X's. ~. _ __ _ __ ___,_ ~ _ _ ..... _ __ '\ \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _S_OO"07'~"E. ~.89~F)\ \_ _ _ _ ~ OlT08'58.U~ _ _ _ _ _ _ _ _ ___~ , \ \ \ \ / / \ 10'UTILlTY \ I \ \ EASEMENT I LOT 14 LOT 15 LOT 16 LOT 21 lO\JTlUTY LOT 22 lOT 23 \ \ \ \ EASEMENT I \ \ \ \ ~ \ \ \ \ I \ \ \ \ I \ \ \ \ \ \ \ \ I \~ LIVE OAK ESTArES \ ~ / PLAT 8001< 62 PAGES 15-16 I / : rWEST LINE: OF SW1/4 OF SE 1/4 OF SEe 14-29-15 - -K:: SOUTH 183' (0) S 00.07~8"E 1 rE 33.0' (0) S 88'53'27"E 33.03' (F) 4:' 150.0'(0) 150,Ol'(F) Ii::' Id I:: FCIR PlS 4466 (0.25 0.4W) S 00'05'50-E 150,0' (D) FOP ,. S OCT11'28-E 150.02' (F) 33' .33' I I .--... ~ ~~ 0::; I II o~ -, ::h- o:::t: o~ ~ f- ("-,J z (5 () n..n.. I~ (~ ICD n.. <0 to ......... on ~'I ~~ o u .. IX a ~ I; ~ YEl VING TON AVENUE ~ i VI ~ I~ S N:VN\l44I\OWO\at.lStJW.. . m.'~_'_--'~-'''''"'''''':"-----,~-''''-~'~i--''--.~ ." J SECTION 14, TOWNSHIP 29 SOUTH, RANGE 15 EAST PINELlAS COUNlY, FLORIDA \ / DESCRIPTION I ( PARCEL 1 (OR 8766 PAGE 12(8) BEGIN AT THE NORTHWEST CORNt9 OF' LIVE OAK COURT AS RECORDED IN PlAT BOOK 81. PAGE 83 Of' THE PUBUC RECORDS Of' PlNWAS COUNlY. Fl.ORIM; THENCE N.OO'07'28.... ALONC THE fAST RIGHT-OF-WAY LINE Of' LAKE A\4ENUE, 449.36 FEET; THENCE S.InO'38't.. 310.13 FEET TO A POINT ON THE WEST f3OUtCWf( Of' LNE OM< ESTATES, AS RECORDED IN PlAT BOOK 82. PAGES 15 AND 18 Of THE PUIUC RECORDS Of' PINWAS COUNTY, FlORIDA; THENCE S.OCT08'31~.L~ SAID WEST 8OUNOMt 442.42 FEET TO A POINT ON THE NORTH 8OUNOMt Of' SAID LNE UM COURT; THENCE 5.89'52'32".. ALONG SM) NORTH BOUNDARV. 310.43 FEET TO THE POINT Of' BEGINNING. CONTAINING 3.1'/8 ACRES, MORE OR lESS. i PARCEl. 2 COR 2847 PAGE 581) BEGIN AT 1'HE NORTHWEST CORNER OF TtE SW 1/4 Of' THE SE 1/4 Of SECTION 14, lOWNSHlP 28 SOUTH. RANGE 15 fAST. MO RUN THENCE S..53'28~, ALONG 'tHE 40 ACRE LINE. 143.88 FEET; THENCE 5.00"05'50"E., 33.0 FEET FOR A POINT OF BEGINNING; THENCE CON1'NIE S.OCTOS'50"E., 150.0 fEET; THENCE N.88"5J'28-W., 110.71 FEET TO THE EASTERlY RIGHT-of-WAY LINE Of' LN<E AVENUE, 150.0 FEET TO THE SOUTHERlY LI€ Of DRUI) ROAD: lHENCE $..53'28"E., ALONG mE SOUTHERlY UNE Of' DRUID R<W>. 110.84 FEET TO THE POINT Of' BEGNINC. PARCEl 3 COMMENCE AT THE NORTHWEST CORNER Of' THE SW 1/4 Of THE SE 1/4, RUN SOUTH 183 FEET, THEN EAST 33 FEET FOR A POINT Of BEGNINC; RUN fAST 310 FEET. THEN SOUTH 145 FEET. THEN WEST 310.1 FEET, THENN 140 FEET TO 'DiE POINT Of' 8E~. CONTANNG 1.01 latE$, YORE OR LESS. AU.. Of' WHICH BEING FURTHER DESCR&D AS FOIJ.OWS: THAT POR11ON Of THE SOUTHWEST 1/4 Of' THE SOUTHfAST 1/4 Of' SECT10N 14. TOWNSHIP .29 SOUTH. RANGE 15 EAST, PMlI ~ COUN1Y. h.oRD\ BEING MORE FULLY DESCR&D AS FOU.OWS: COMMENCE M THE SOUTHWEST CORNER Of' SAID SOUTHWEST ~ THE SOUTHfAST 1/4 Of' SECTION 14. THENCE N.OCT07'm.' H.ONC 1HE WEST LINE Of' tHE 1/4 OF THE SOUI'HEAST 1/4 Of' SECTION 14. 555.00 ; THENCE H.ar52'11'!.. 33.03 FtE1" TO THE EASTERlY RDf'r-oF'-WAY LINE Of' lAKE AVENUE CM RICHT-oF'-WAV) SAID POINT BEING N..SO 1HE NORTHIES1' CORNER Of LOT 8 OF LNE OM COURT As RECORDED .. PlAT lOOK 11, PAGE IJ Of' THE P\BJC fEOROS Of ..... l.l,$ COUN1Y. FlORO\ AND ntE POIfY' Of' 8EGINNNG; 1HENCE N.OCTOT28.... 1tDNG M: EASIERlY RIQH1'''' Of'-WAY LIE Of LAKE AVENUE. 742.77 FEET 10 1HE SOUTHERlY RIGHI'-OF'-wAY lItE OF DRUID RCMD ~ RIGHr-Of-WAy); THENCE S.~'2TE.. ALONG THE SOUTHERlY RIGHf-OF-WAY UN[ Of' DRUID . 110.30 FEET; THENCE S.ocr11'2I"E.. 150.02 FEET; THENCE S,enJ'1n.. '18.80 FEET TO TtE WESt' LJNE OF LNE ewe mAltS EXTDUD, AS RECORDED IN PlAT BOOK 12, PAGES 15 Nf) 18 OF' THE Pt.BJC RECORDS OF ....,~ COUNTY, FlORIDA; 1NENCE S.OO"OT3t~. AL.ONQ 1HE WEST LK Of LNE ewe ESTATES N<<) THE NORTHERLY EXTENSION THEREOF, 515.. FEET TO THE NORni LN: Of' M: 1IORESM) LIVE ewe COURI'; 1HENCE S..48.23.... ALONG THE NORIK LM: OF LNE CW< COURT. 310.34 FEET TO THE POINT Of' BECINNG. CONTANNG 4.58 ACRES, MORE OR LESS io/; CERTIFICATION I HEREBY CERTIFY lHAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDMDS ~ SET FORTH BY THE flORIDA BOMD OF PROFESSlONM. StJIWEYORS- AND MAPPERS IN CHAPTER 81017-8. FLORIDA ADMtNISTRATIVE CODE PURSUANT TO smnoN 472. 027 flORIDA STATVTES. 09/21/00 ~TE. Of SURVEY FOR CUM8EY cIc FAIR, INC. LB 2188 _. " KA~ c. ~: LS 5120 F'l.ORIIM REOISTERED IURVEYDR \. ''''- "- .,. ...1iIItan' ... -.... - ~ Mil. IbL Of A ,,-a Ill! "'1[111/ I -llfInnaI _ 1Idf1. "- NOTES 1. BEARINGS SHOWN HEREON ARE BASm ON THE WEST UNE OF THE ~4 OF 1HE SE 1/4 OF SECTION 14, TOWNSHIP 28 SOUlli, RANGE 1S EAST. SAID LINE - N.OO'07'28'W 2. THIS SURVEY W~ PREPARED WITHOUT THE 8ENEF1T OF AN ABSTRACT OF TnU:. 1HERE MAY BE ADDn1ONAL. RESTRtCT10NS THAT ARE NOT SHOWN ON MS SURVEY. 3. BOUNDMY' SURVEY ONLY. INTERIOR IMPROVENENlS WERE NOT LOCATED. 4. LEGAL DESCRIPTION FOR PARCB.S 1, 2 AND 3 WAS PRCMDED BY CUENT. 5. THE LENGTH OF THE WEST UN[ Of' THE SW 1/4 OF THE SE 1/4 IS BASED ON THE " PINEUAS COUNTY ENGINEERING DEPARTMENT COORDINATE SHEEts. 6. THE MEA OF THE SURVEYED PARCEl. IS 4.58 ACRES. MORE OR LESS. ~1E: IW: NY: PREPAMD FOR SunKetch !CONSTRUCTION, INC,I 36460 U.S. Highway 19 North Palm Harbor, Florida 34684 ~ LAKE AVENUE TOWNHOMES ........---~ Pt.M BOUNDARYc SURVEY PREPARED rtf CUMBEY & FAIR, INC. ..I.~?ONSULTING CIVIL ENG!NEERS .,.GINJ:BIQNG Pt.ANHl)fO LAND SUltVBYS 24U e...~... Cl~1ER. Fl.ORD\ mu ,,(D7)""'..-a ICN.I: ,...... M1I: '/21~ ~_ WCI*L FIJ'O: JI ~ , j ,"",~,A',,,,...--- "- --_.__......~.._._-^._..+._'_.- c~ t-~ \. I ". ~ ' v. ~ - ..+ _J ~:), - .-.--....----- --- ~ -------- ... I I I I , I i \ I I I I I i l _.______ ,.-. .-.------ ----., -----.--..-----------------.----- --- I , I , I i I I I I I I rA<U:D C,F<()\t':, l~'LPLf\T , PB 4 f: : f-'\"_ , ! J..... ..Jt U, "tl I i tJI RIM 58,17i INV W 52.66 tNV S 52,52 l SAN MH @-'---' RIM 50,06 INV N 46,,::6 INV W 45.54 " "" GRAPHIC SCALE: 30 1& 0 30 60 90 ~ I I I SCALE IN fEET DRUIO GROVES 1 INCH _ 30 FEET PB 15 PC 46 COMPACTION WITHIN R/W TO MEE PINELLAS COUNTY MIN'MUM STANDARDS, PINELLAS CO HWY DEPT (464-89 0) TO BE NOTIFIED 48 HRS (MIN) PRIOR TO BEGINNI G WORK_ c -, S~ z- "cae iC w 1>- ..'; c lIIIl)' LANDSCAPE BUfFER-15' 7' ROAD EASE~ENT (1):1: ::;)... "'C 00. ... lANDSCAPE BUFFER- 1 :,'- 7' ROAD EASE MENT --- .. __ . _._J lANDSCAPE BUFFER-15' SAN MH r. RiM 64,08' (~) INV N 53.0 INV w 53:5 o ~ 7' ROAD & ..~~. " ~') EASEMENT ~-'>~_.u~... I.V ":'-' ~. ~ . __. _.___ _1 '>')_ __ .__..______......L-_.____._______ - ... "',.. _. .'_'__'0 ~._ .__+~., ~ ,-,It _r.,'WA f -.. -- . - -- ----.-'--.-----~;_:L--.{:i,~-~.:.~..:-=;.:.~ . ~ rlRE "-.;/ .~' HYDRM\~l SEE SHT 12 , FOR FULL ~~ SW LAYOUT') WEIR---:.5 .- '(;.:1 -----...-. . -;.. -- - .- r.."" -- ---...--..---.. '"" " "-, \00\)' -'" . -A.<-~Uh'" -- ---1-.--.---- - ~-~--..-- '~~ ~J'\.'~ t.." ,~. '\t :\. "-... ,.,", " qj) ~ , '3? ___.___ ~.'o'o EXIST. +" + , WATER .....'" ",Cb-- VALVE ,,+' , .,-,--- , 1::--+---.----- .~ \'0--- --'o.._.~ - ....-..~~~==-.;-":"....:.~~~~..:_--f()'. ~_______.~_ ..,...... ~...~,~:;:;~-:---r::x:---;::::::..~----.- :' ..r:\ ' . '"\- .._~- -+V) \.'., ~;) ~) . <:) -\ ~. It) - i~.- ~ _. .F ~ r, , '\ ,< I ! ,,,; ';:J I ._..~_.._. _.- - '". ---''t'...---i'.~....-. - ---~- -- ---... .....-~~._..._...-t"-.. ~"-~~~ ,-~ ~,~-~ <~;~-~~~~"-..:':;"',,.-~T(~~k-\~~'~, .~~ ~ ~ - "'-<:---...- +t{\"" ---"-,-"" ' '- "II\'!.' ,,""~~ .... ," ,,-!.., , ~ ,I. " .. ' .." '- '....'., !'-../,',i:\:t " . '\- '. ~d\iL', ' "'-' "- "" . . 'l-..;, '., "....," .~ ......, " ~ '. '",'-.. -"""',' -"", . '.' ~'" '- "\',,' '-.. . ,=-::~ -=","..~..~..,'.. ~~ ..,." ~-.~' ='".:........ ,:'-co -. ------=,~..~ . -' - '..,..=_..'~. . ._. =.~.-" -.! ,'. I \~,: I" . l;"'; L ?/, , ~-: ~.../;I ~ I,: :'}. ":l -+ _.~_._.. "> '\. ,', CJ: .\ ; ~ '. ' '. ~ 1 I !. 4\ ) ;- t , , ~; : '1 f'r-;)Cif\-}~)t [; 12' ullllT)' LASE MU~l . .-' l, ";: 'I,t ,.'1 ; ,< I ; i ii : I: 'I 1 t ' ~,: J ; / ;_,\1' , S IW~ /r----. . LjFXi..) I, / 'N.A,:m // \:f\,Ly '._.u _ .._. . ____ 1_ 0,',,0 EX 1'1. -t,/ rl~~' HYD 'NT 1'~ 1(, + ..; ~.~ l~ ' "'~ i . .. . Q C o lei: Q - ::) G: Q ~4"rRU ----. 1 O' UTllJfY ~ EASEMENT I .1, ~ ,. j i:~"i l j t *' , " . :~(-i':f,' I Ii' I I ~'/ ~----DETENTION POND SEE SHEET 9 FOR PONDjWElR DETAILS D.H.W, 25 - 46.42 ~\ S 00'07'2 "[ 123, 7' PAO fL. - 58,90 I ~ ' ./ N OO'07'28"W PAD EL, - 10' UTILITY EASEMENT ll:-.::\>n_ .'------+ 124.02' 51.70 PARCEL 2 N 89'52'32"[ 150. AD El, - 65.00 *11" ... ~ .-... ) ,I ;' . "\ , "" I " .I -' i t- I!V ,- '" 12 ~ + '-- {\ 1 "~II ~\ .r... '..' '/ u.' , II , -'~ ' t. " . ,?"T~ ,---' --~~~~C ~c~--'--T' _-:::1.A~' --tmH}7'~~ 41ta+~-=-:- .. lD OJ o r-<)O l,.j j(.) \~I .~ V) ')' -~ + 1/, ., /'11 ' ij11~~/ ! : \:\, ... .'.... ". /, , ~">; - '. - r---.. ...-.... C'J - , ,"-.::j- :' i )4 1 U' UTlli1 i LA;f MEt~1 f ------...., f'----.,-_..-- '" "-" - , --. "l t" - ----..~ f"-) .'1l)"?J 6" ,C \ 5 '* 16" ~~\1'28 E 1150.02' '. ~' :_ (1 " .- ~ .'~ ~;:t .O~OI;~28"E 121.1 .. < PAD EL = 49,60 ,.)fI^r \ f,' l~, \..It_Jf',h 10' UTILITY EA$EMENT S 00' 7'28"( 149.59' AD EL. - 59.20 - Q) co z j... .- lit ~ n r-r) &0 N ,__li / ' r--'~ /' ,/ I ~, \.~ r "j' I ----55,7'--------_-1 1-2~~~7 i I : ,\I\"ll ; ;t' ..: "-. ~ O"'-'lffi' jC " , \., \}.) I~'" I)' ':~. I , (TYP. ) \ , '1......__ S 00-07'28"( DRAINAGE ~ ASEMENT ~* 14" ~t 8' . 1- ~'> ~ 7.8' 1/''''' 5' 528' 11 6' 70.0' ,OJ ~' 7.3' , \ \ . . o I/') 14"N N a:: o o o .~ .... . * 14" --197'- J< --~. --1_~ _163~ I I TYP. BUILDING DIMtNSION~ ! ! i ...j I I I I I 4 8' 13,5' 3' i i- . . .' ~ , 'r. ,~ '-J 'C- i...,} i.4.i' u ~ i-~ ~ I r::~" :) ,t " /F' ,T\' .::;,-r- . ~~. . j ( (',Y~tt f" I - .' "-;~ t"'''<:;;--' " L_' .,~.. , 0 LINE TABLE LINE BEARING DISTANCE 1 WEST 5.0~' 2 WEST 5.0r .. '-T 7.5" UTlL~rf EASEMENT- , . . . . - ....--,. - ~ . CURVE CURVE DEL T A 1 14'29'54" 2 42l){)' 45" 3 3"26'06" 4 51'22'05"- 5 7r12' 34~/ 6 7r12'3,S' 7 51-22'06" 8 31.t3'34" 9 6S'15'49" 10 /1'32'25" 11 . 14-57' 38" 14' 191>2'31" 1-3 2'37'00" /14 68-21 '54" ,/' 15 32'24'16" 16 51-22'05" 17 76-26'45" 18 77-58'22" 19 51'22'05" 20 1-44'58" . 21 40'19'36" \ 22 32'33'54" 23 24-52'22" 24 2S43'36" I I 'r'ABLE RADIUS 2t}.OO 25,00 ./43.00 43.00 43.00 43.00 43.00 43.00 25.00 25.00 28.00 28.00 25.00 43.00 43.00 43.00 43.00 43.00 43.00 43.00 25.00 28.00 160.00 160.00 ARC 7.08 18.33 2.58 38,55 57.95 57.95 38.55 23.44 29,79 0.67 7.31 9.31 1.14 29.83 24.32 38.55 57.37 58.~2 38.55 1.31 17.60 15.91 69.46 66.26 i CHORD! 7.07 I 17.92 2,58 37.27 53.66 53.66 37.27 23.15 28.06 0.67 7.29 9.26 1.14 28.09 24.00 37.27 53.21 54.11 37.27 1.31 17.24 15.70 68.91 65,78 I I I ABOVE GROUND OR ~NDERGROUND; UTlUTlES MA --~'-I~--' -- -.-- --.-,---.. ---- -- -... - Tttf-ARfA-OF---THtS P,ROJECT - P CEEO WITH AUTlON. CONTRACTOR IS TO ~ALL THE SU tNE STATE CALl AT (1-800-432-4710) AND FL A POWER PORATlON AT (1-813-842-95~1). 48 HOUR BEFORE BEet NlNG WORK. CONTRACTOR TO PR TECT ALL TlNG UlIUTlE IN THE AREAS OF CONSTRU TlON. I ~~ ~ .. ~t 14" -..,~ / I I ~ ,.. ....~~ C'J -:7' ~- (':-~ '..:1 ,--\, (L ~,. .....,_ t'J --L. ~__ (') , [Jj ... (1 I I L----.- I I , I I I i-- I I I I / /_. -=+46' 4 ") , f. '. '- 1::'16" /~~~'~" (_'\JP' u.rl(1TL~~SEMENfmOD ~/. ," t' J t ,'(I ',- n..... J. -----"'-<'-""'0"----- +~~.~ ff\5b. ... -"~tJrl~~Y -" \ , EASEMENT \ V" 'v' \, \ 1(/ JfllI : 1 \. \. \ t,'. j\ (.~ I.' ~A i,' ~~! \, \ .... 3.3' V -_.----.~;-7- -.-...----. ---. ':)~ .~ 1- , L_._ __. J 1: _ ,_ ....vl.laN. , cu_ ._ CuN.&v a IIA8=1, INC. CONSUL TItIQ CIVIL .,- .1.. ,. - .1.. ~ I' ... \) 13". 14>> 14" (. 10" /~ 6" ---- --------:~- -J...cd----- ""-"-- -- 'Q ,'\ . ,. DATE: NOT VAliD FOR CONSTRUCTION UNlESS SIGNED IN THIS BlOCK .~eJ., DRWN IV: ~ OATE"/OO II!) raft ....Dr waT au.urrCH TO AT LAKII AVII. a \ \ .- .... TANGEN T CHORD BRG 3.56 N 82'37'35"E 9.60 S 691>7'05"[ 1.29 S 49-49'45-E 20.68 S 7rl3'51"E 34.33 N 38tAB"5Q"( 34.33 N 38-4J~4IiWJ 20.68 S 76-58'56"W 12.02 S 3S'41'06"W 16.95 S 54'12'13"W 0.34 S 89-06'20"W 3.68 N 82-38'39"W 4.70 N 80-21'17"E 0.57 S 88-48'58"[ 16.98 S 5S19'30"E 12.49 S 35'20'41"E 20.68 S 7r13'52"E 33.87 N 38-51'43"E 34.80 N 38-20'50"W 20.68 S 76-58'56"W 0.66 S 50'25'25"W 9.18 S 69-42'44"W . 8.18 N 7S50'31"W 1135,28 S 7T41'17"E I 33.61 N 78-00'44"[ I 1----- '. --- / I I i.; lJpE C r\N / / / .,c>, '0 .. ~':-) Lb1 23 '," .;.oj) t LUT 1 c' ,~ ~)' + / / ,I / / / / / I I \. \ \. \\\ \ \ .. \ \ , \ 1 :)- 1 b 1 n'l :TrUTY [,.l,~;[MENT , ~ ,: ; LOT 22 ~ 1 f'.'!!:.S --- 6't.lTILiTY EASEMENT \ \ / / 07 r'\GE S i I I I I I I I I I I I I i I / I I I I I i r i IL~\ I BOC't, I I , , \ \ WARNING \ \ \ \ I ./ \ >. ..... / <' /' '. / IIY _'III IIY _... DSGN 8V: Y_A.H. DATE 11 J!OO l c' .. . , CONSTRUe.TION, INC. 36460' u.s. 19 NORTH PALM HARBOR, FLORIDA .J4684 I?HOri~: 1727)7&9-;..0 CHKO BY: o,c. DATE 11 too REF Flt..E: ~ CAD ALE: ~-2 SCALE: . . g CIoInwt.t f~',~-!''J '~;" / 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763- 1 790 (727) 717-1182 (813) 223-433J rTER 8ITII .IILAII M4a --, J, . . (. ,~-\ ~i~<'{ ,,/ t~O t~ ij.; r' ~: "'",. -- J; \ '>-~,.._-..... ' - ---. i _ ..J I I 1 I 0: I :;:) ... I "'c SA. I bt~~~~~, , ]' ROAD 'EASEMENT I l"f~::.)IU CRC)\jES REPU\T J ~ f""': 4 f' p""" " STALLED srAkih ..~~---~-~.~_._,-._.- .... ----...-------..--- SlL T SCREEN FENCE SAWCUT EXIST. PAv'T. lANDSCAPE (TYP.) MEET" MATCH EXIST. GRAOE:5 BUFFER-1S' 7' ROAD ~~ ")'" <-,~ ~'S EASEMENT V;)~ \ ~~O I.,.~ '.J.. +,,~ \ If; .__.1'+r-_' '_ ._ __._~"'_'...._ _.__ ___ ___ . ._-?:_ __ _ __\ -€;~__ 4'. ---~.,----_u---.._-_t_.---_.__._b_ 'l').. . ~~._ --.------ --. -.--~~-[Xlsf~.:;tf .._-~, .- ---. +1JAtV[ ~ f tR[ T i fI)"'-' H'(ORl\I'-JT ,?'v WAR..NING A8CM: GROUND OR $' U1IUlIlS WAY ~ IN H NfE.A OF 1HIS ~ - PROCG:D WI CAlI . c:oN'MAClC)R IS TO CAlL SUNSItC 5t 1[ =AlL AT ~-eoo-4.l2-4n~~ Fl.ORI)A . ~'AON AT '-113-142-.' HOURS IEFOM: . WORK. CCNACTOR TO PROCT AU. DCIS1'ING U1l.r"U tHE AREAS OF CONS1'RUC1'ION. . ._ . _ _".__ J l~.,.~. .1 r ',~.,~ '.' I ~~,~ --- COMP TION WITHIN R/WTO MEE PINElLAS . COUNTY MINIMU STANDARDS. PINEL~S CO HWY OEPT (464-89 0)' TO BE NOTIFiED 48 HRS (MIN' PRIOR TO SEGINNI G WORK. c ~~ (D- ie Ii c .., DRU!D CR Pt3 151 PC .__._...__....J _ lANDSC BUFFER -15' 7" ROAD EASEMENT L' GRAPHIC SCALE: 3D 1~ 0 JO so ~ ~ ~ SCALE IN FUT 1 INCH · JO FEET EXIST. Jinun ~TER T~BY oW) ,. S,\N MH f;:'\1 4.08 (~) I:~V 5.5.9 REWOVE 88.0% EXIST. CURB SAWCUT EXIST. PAV'T. MEET " MATCH EXIST. GRADES i I . P"OVlDE 4.0' WALL i TRANSITION I SECTION -A - A- NOT TO SCALE LAKE AVENUE ST. 5" C.L.F. TO BE RE"O~ . {\-, ::\. ~ ..~ :\. " --- SEE SHT 12 , FOR f'Ul L . ..;-- SW LA(OUf~' WE IR .._, v.) l>, tJ~ ~\' .,~ ". to t~~ ~) 1 - . +- ,}, I GRADING b<"'" i~:-'~-:' .<.~~:..'--...f-;~,,\. ,~<:.f-: or.-.,,"'" ....._-... ._-)., . ..."'.. . , . I"}. .....K., .~..... . '-~ ", '- "'.,' ~ ':. .~I'.'~.~'\, ., "". " , It"(f- . '-,,', . " "- '\-'-, 'v:\:'v.t, " ", ........~ " \, ,,~.J """ "'.. ~ ~''''=:::-;-r~~-=-=::-:~'~~'.:....-- _:--~~-~-'~ ~...~~ ~:::.._.-:C'";....... "'~~"-:--~" ~ 1 . ~-' - 'o~ ~. (r) '0 " ~'. ' ...~.. " ~'o' ,/ '* 13" ( ". I r!j I I I 1:1 1 7"TREE :\ I lee 15 S"13"TREE ~ If\PCEL 2 . - 61.00 i i I CONST, 75 L.F. I '-, ! 1.5~ HIGH GRA~AlL PROVIDE 4.0'WAll ------4.1J ~R AN SIT! ON ( T'T'F, ) , ! I , I .:. i ~ ! ,,".)'9 1 A' UTILITY .l. '" EASEMENT PA~L;1':- 65.00 <) III '0".>' -+ 3,4' in '" 'II . I 1II'l Ii II . I -I ~\" ~b ~~? I ! I~~ rJ< + I r I ~. I .. ( ~; c\.. I ' , J l" J ( ": , '- S 0.1 * 16" 14 PROVIDE 4,0' 1~ WAll TRANSl nON ~D6~~~ *= 10"clTRUS iJ * 10"CrAR '<::) !) f I l:\, "" ~J ;,r.~ INSTALLED 5T AKED S1L T SCREEN FENCE (TYP,) (J.! I": i'..~ ('I ~, / .~~} , <: '/ 8"lO"TREE , I 'i .r._.. i.. ..... ." -. ... :-\J:l,,~iJI r. U'i,.. !' . to. . I PR~'~'~~I~~!T.u - _..~! 12' UTILITY ' i- EASEMENT i / 2-10r t (6 · ~. '0 v.v.VN..J>.".t'.......,. STAKED SILT SCREEN BARRIER I >j '-/ . ','} ;i ~ *" 14" CgNST, 88 L.F. 1,S GRAVITY WAll \(~' t' (; :') r. , , J..E.GEriO .., ..; "I. ~ + D- - - - EXISTING SlRUClVRES - . PRQIOSED DRAINAGE SlRUCTURES PROPOSED GRADE El.[VA nON PROPOSED EDGE rs PAVEMENT ELEVAnON PROPOStD TOP rs CURB ELEVAl10N ~ ... "'~. ~\- ., + "-)"J I - PROVIDE 4.0' WAU TRANSITION EXISTING GRADE ELEVATION <89) ------ '-.-.' L_l 1'- i-- '5 ItOCA TES STORM SlRUClVRE NUMBER DRAINAGE flOW ARROW 13.5' . CONST, 52,0 L.F, .5' HIGH GRAV1TY WALL ~ 13.91 --) Fl I> fo? + 12' f: 7 s' UTIL I.f#) EASEMENT .- .. ~14" __ ~ PROVIDE 4.0' WAll TRANSITION ~) fo":>' + ,,-.. . x ~< r-:;i '-" - - - - 'I' "C.: EXISTING GROUND I I --- --- --- --- --- d r- \, , 6" _@1}f~... PROVIDE 3.0' CURB TRANSlllON (TYP.) '. , "/'~\ '\. \\.~\..' .: :)'j;"iITY . ;[:\IN T LO~_S oaOLJ9.~l----' , . 13" 88" . \ I II'/E OAK.: ESTATES PLAT BOOK 62!PAGES T5-16 "'1 r -. t;'UlIL IT( L.ASEMENl 1,".14" 14" '\ " BEGIN 6' HIGH woop FENCE i , ,?J <0 + I ,. 1/ CON ST. 58.0 JC.F. MOO. TYPE 1/CURB ~-s ') + U)1 1 r, ~~ '" + LOT 2~ ,) "-,. '0' + L " i ,1 \ ,\ \. \ \ , \ \ " ., \ , , \ LO i 15 LOT 21 ~, " t ") ... '?" + 13.5' i: 13.5' f:) f( FENCE MOUNTED ON TOP OF WALL @ 1N-LINE DRAIN (12") GRATE El. - 80.10 I.E. - 58,80 ~ DRAIN BASIN (12.) GRATE EL. - 60.70 I ,E, - 58. 32 G=v DRAIN BASIN (12") GRATE El. - 60,32 I . E, - S7, 21 <ED DRAIN BASIN (18") GRATE El. - 58,8S I.E.-se.12 G~ TYPE .C" WING INLET CITY Of CLEARWATER INDEX '210 TOP El. - 58.63 THROAT El. - 57.84 I.E, - 5S,06 o FROM Slit. . 1 2 3 4 5 1 7 8 I 11 12 13 1$ 14 to "1'11 . , 2 ,J .. a , 1 . . 10 12 13 ,. 1. 7 SECTION -8 - B- NOT TO SCALE LIMO' <<",. . 31' 7. 12 118 24 ' 171 122 24 ' 20 72 72 72 54 80 SIZE Ot4, ) '. ,. 10. 1'. "- 1S- 1a. "- t.- e- .. 10- 10. 12- 2' 4' 2' Q '.~t2 ADS'""'tl ADS.....2 ADS ....,2 RCP 1D .RiCP acP ICP ADS....'2 ADS .....tl ADS ....,2 ADS ""2 ADS ....12 .1J-0Pf: {t .&e* 1.~ 1,~ 0.101 3.~ 3.OM 2." '3.OCS 3.00s ,.OS O.SOJC 0.50& 2.SOI O.se. (8) 1N-LINE DRAIN (12-) GRAfE El. - S3.10 I.E. - 50,38 WITERED END SECTION (18-) r.O.a.T. INDEX '272 I . E. - 44.00 1M-lINE DftAIN (12.) GRATE EL. - 54.25 I.E.-51.. 9 DRAIN BASIN (12-) GRATE EL. - 51.00 I.E. - 41.71 TYPE "C. WING INLET CITY OF CLEARWATER INDEX '210 TOP EL. - S8.63 THROAT El. - S7.84 I,E. - S4.33 TYPE .c- 0 I TCH BOTTOM INLET F.O.O.T. INDEX '232 GRATE EL, - 51,60 I ,E. - 48,05 TYPE "C. WING INLET CITY Of CLEARWATER INDEX '210 TOP El, - 48,83 THROAT EL, - 48.03 I . E. - 45,52 TYPE "C. WING INLET CITY Of CLEARWATER INDEX '210 TOP EL. - 48,83 THROAT El. - 48.03 I . E. - 44. 78 EXISTING GROUND \ ..... --- 2,. --..... TOS <B> 2~ ------ (8) --- E~SnNG ~ ~ GROUND", I ~ '\-L--- -- -- - -- -- - - - (8) o DRAIN BAStN (12.) (;RATE EL. - 51.50 I.E. - 4'.40 o DRAIN BAt... (18-.) GRATE n. - 51.1b I.E. - 41.04 SECTION '0 - C' NOT TO SCALE ~ NOT 'lAUD FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: III.VI.laN. .r .. K.i:tek CONSTRUCTiON,INC. , ....... 136400 U-S., 19NQRTH P~L" HAA8OR,FlORfDA 34684 'PH,OtiE: :(7.a1l1U.~99 ' -.,' 'j;: ~,' 'j,..,' .' ,. J'":,,,. '.' DRWN BY: ~ DATE 11/QQ DIGN 'Iv: y.A.H. DATE 1 \/00 CHkO BY: o.C. o.\TE ~t/PO REffllE: ~ CAD F1.t: ,lt1~,""J SCALE: ~ --. ,~117, ',..1 .. -.' ," . '<", ,.....: ''" , , ...~ ....~.... /.. " ,,'''"-' ',.-, , a.JI,"'''.1NC.. ............. ~. ...... __ . u.., I' ..11J_ " , , , , - TO__ AT LAIOI AVIL IIY DAft lRl__ ._ IIY DAft tIL.. I. I I 4 lo\., .... PA--. _, __ DII~ IILAII II44IlI 246JENTERPRtSE ROAD ClEARWATER. FLOAIOA 33763-1790 ClbRWA1ER TAMPA OCT A 'JtO nORIDA .-.... 90 I ......... }l' . 0);'\0 r ",,- " 'r., #. .... /;' . ~..;!~ . '",' . , ,~ ;"6 ,:.\ ~:~' > ',,,: ~: /' -~ , , '\tf '1" " If; , ,'~ ~, > . .. " ~~. . " :: '. '/, .. \~J f. <, ::... ... ., '" ~::,. }t,; .c!> ' ~.... \ ! "po'. ': l\ '\ ,,'r. '" ~, ~ \'",:\ 'f:, ." , . ''J ~', . ~\,,, .1"" ,.' <<.. t,. '>If "'-, "'... ; .rt' '\ l:; '. ':. ~. .. . , '. '; .:,," ,. 5 .~! . ~j '~ : fA , '" , ~ ." " i W, .f ~l_.f ,~.~ .J: , .~ , ' /';"l -: ;'" ' , ' ;>f ,\,,~,!l}. , ," ~{ , . . '.' ,: " " , ~,~ ~. '.c i ~.~ f' ,-. '" . .,~ .. .",:, I, . .. " .. '.' '.' ", ~ ,., '.. , < r " f, ,', . l .;.~ v " , .,\ ~ } " ,.,,:. ~ . , ,., \ " . 'c" J ..,. "? ,. ,.., >~,'f\t' "t' ~, k"",,:", " :li. , ..! 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" ' h. ~ ,< ". ,'. ..".'., 't 1\ ' '" ,',' .",,~,' . ''M.'" ' ;'- ,',' .. '" ,_ .._ _'" .: '.,~:;..~.~.."':-'-,}~."~_,_-,*,_."",!;- ~^''''';,~ ...."'1" ':.... ..... ,>~, _.'" _.r _~..._...., ~......~'" ",,''''~.~~',..J.~''':1'''''.,i/.A,..;~/~~ er.~ ...,,----~~1t'.i'~~....~. '..~ "-.<"""w.'~"; ........ ...,....._?:lr.-...... "",,-.J,,~._,O ..~ ~ 'j.-)< _~_..!>-""-w...._'"._""'.,.. ....~~....-......",... O_1t""M", ....v -- .~._- \ "".,. F .', -'" ,,>"\ '," "I' t ';;' ~~ ~ ~,;~~'1 "1li;' ' -f,: ';,,'.-\, ~ ,'" ..:t'.';..;' .': ,)",'...,-ol?i' ,. '~ '. "i'o<~ "l> I .... /'. fi ( ~ " ~ )..' . '.' ',~ r. "L~v~r;;,',:,~ "~,",,, t- f--"\.< '._ ,.~, ' ;" >1 i~ ~f~f/: j " .;:-c ~ :..... If" " , ~;i::rF; I:~'-_' 'if" ~ \; t .. \ , ;, l ,~'" "'. ,. "~~~~"'" U"'lf ,"" j . ", ''''~'< .' ;,,'~ · , ',~ f' . ';' .~~ , .J. · , .~ ' " 'f'i' ;j< :""" f. I I - ~, ,. .' '~i'1'~ I ,~. " " ,,' : ",r:tl.!'.",'1L'~ ,- .... '" ^ ~ , "- .~,,> ';.' ." " '\'IV. ~ 0 ...;Il!. ~~~:..-,J~ fl14L PI ~ 'hi t ~ '...; <<tJ\-i't4-~1 ,t, .. '" t , \ .... ~.: ,\ ,t.", ~ . . , $;,,: " ' , " ", , ' '4;'".\" j..' . . ,\ , t. I '""".., ..........-,.,.,.; }:",,'t )', '" +: "^ w; . ';. ., 1) \ ,\ '"'' r{i~.'p:l'r~ '. :h ' "" ~ 'c: ","1>~. __ , '. ,).'~,,-' ','-;-: .' .'. 1." " .. ,'I<, :~'",\. ':', " ," ~ "~I :~""'i ":'''f'.''';','''' .' ' \ ~ '. ''',1 :ii/,t";: >I, " .' "';"v' './<: ' ~', .. ~'~~;".." ."" :\ .~~\ ~,,~'. > ' :;, '" :\. t " , U ',' ~:' \ ' ";. ",~', " ." ., . , ':~;~ t- '\ .-';: ."- '~;: :~d: flU:', ! LOT ~2 \, 'f:. '< .~ ',I< ')'~~%I':' ;\'ii' ~ ," ,I ' \:'$~~,,: "'. ',. ':, ;.' :Z'..~ :';<~ ~~~r, :.~ LOT 21 ,>i;~, \\\~' r~(Xt~~~l~l,' .. ':. ,. , " ,j. "., /. , ' , .. -. . ;},'~, "\. :.. '\ ..,~.,,~ .... ' . \ -.j;,~ ~ 1 1- YO ," ~, ,.'?,~},!<' ""... .", '":;. :; .., ",;': <,,; i,' .;\-,...... ..:';'~ fto" j.'r ~ '" . ~..~ _, .~ \.- ,'!o ". ~~ :If;! ,.. ..~ .-;":',' ) " 'Ii; ""'. ^. r i", ,,;) .:, ::/'>- " ~ ,( ~ in ... t <:-::;;",: : I '. ". , ,,,,,~: ':~\' ,) ,;' '~. "P'J~~)<){''- H. """~':"~f(' ~. 'Y.' : ,~ 'I 1 l,",~)r;'~ .. '- ,.0 *.' ,~~P,~~;:~~_,>: ~ "' ~',"~~ _,. "., ;1'.~ -:,'" l.~v ~,,1, .~(". ~~_' , 'i .' .<" ~. ,-:",,~, ...... " . ..~. ~'", .,.' ,~'" A, ~tr> '*' ~ "," 'J(:" 4 ".. ~~! " . ~ ,. ft"" I ',. --.~ i I I I I ..."'- GRAPHIC SCALE: 30 15 0 30 eo ~ l ~II SCAlE IN f:tET 1 INCH - 30 FEET to I "- _..____ __~..._..--_ _..___._..1~'A_______ --....---.. ~ SAN MH 1 ... . ~ ! . '--. , , \. 'I ( II", '.' Ii ~ I' .' , f,' l' 'f 1';.: '1<" , ! ' i ' I I" I .. , I . I i ~:, ! I I : ' j I' t, ,t,' " f '\' ,:r 1\<1,.:- :\f r- I ! ; i , J i I f-- -- ~ ---~ I 1 ' ! '. . I - r: , / : 1 . ,/ , I I I i I I 1 I I I , . i I , ! I I , ./ ,', ( , ~) MH 1 RIM - 82.04- S tNY - 58.04 MH 2 RIM - "58.38 N IN .. 54.09 tit ; Bi: MH3R1M-4&80 , N INV - 44.87 ! E INV - 44.52 i MH 4 AM"- 48.57 ! f1!!..~ 44.os I W gw-- 43.70 ! S INY - 43.80 , E3 MH 5 RIM - 45.80 I ~ It.:,_ - 41.79 i ~ S .. . 41.59 I z ' -:) MH 8 FlU - 51.84 1 WINY. 55.47 I MH 7 RIM . eo.21 WIN. 45.39 I I ....... ... '!..) .-r, .,-,"', , , ;." . "( "'~ ;.. t. ~ ~---..-----......_-- ~_..- . ~ .....' -~.~-~ -; r. 11j-;!t~r' .........:-. ...... ri,:'~:;...; " ; " -..,...;Jt"1 ~ - ,l' 'l9 -,------- t - f' .- f" , . .. LOT 23 . ... '-'" ~ : ~ I' , 'I.. -..., .., ,.. "' '" '. -,: ,,' ' :1. .. , ~~.~ j t c~~/i:r,~t '~ .'. .,' .,. ,WAiR WAIN ~ ...,~: FIRE : H'lORANT . c;,;> , , .'1". 'I } -- - -- --~- ~}'", "' ." M W'ARNIN(,2 ,~'~ ~ 'f-Ip... .'. . \ ~" '" " ,.., "' . .<, M GV , , e) h- , c. NOr VIU) lOA COHSTRUCTION UNl!SS SJGMO> IN' 'MS BLOCt< , " " , '.... :;f, . ~ ,. , ll' .' ..' ';~ " ~' ( . , : 1 ~ ., ,.. , " ~' '\ \ '. \ \ \ "- \ \ ...J. I. -.... / / / .. .. ...... ...... "- .... - '.------...."...--. o => n::: o ~ f j I ! I L J .---.----.-- -~ 'h-c" YELVINGTON AVENUE i l ~-' ~r', -" ~~~"', 'riit~: ,,~:,)~,. ~~~', iii~ p ~:: . ~ "'~,~, (;'-t j}:: ' ~~ i ,Ie ~ " "'( k~ f ~ " ~~~ , If':'" . Il"\ ' ~ t \,< ~:;, . '''iii- .' ,f /" ~. It,.!,' ~,. ~......, }/ .. .~ " , ~'- . 't ~.. ~. l:i" ~'" ft,~, 'ii'~ . "I. . ~ :t;:::' ,"'J "" Itf', , , )4:c';~ ,~ t.i ,"" . 4'" ;of, .1>" ; :li:f'j ~> ..'~' :~~. 1,!!t,_ ..~ -:', ~ ......,...., ,- /' ~:". .. --..... - --'.-.~- ~ 5 i -. =~ ~ ~;:::.., '0.:::: I~ , '\G ~GrlIUt TYF iCAI f:W( '..........-SEL1'ION ':.101" , f'-;: .. .~"" ~"f' . ',_. -,."""-0'-'''''''' ...."..,..~ ';:~.:. ":;.'. T'~"';;\: I }~fF:<"<';>. ....': t # . '" ..:s. ,; ",- <>'>;. ,~;, .'.;'.'"'' . [,:f! ),',.. l #':'I~ p '-.',.;")1.:/ ,'" ~ ~",.~r':;~'1~ " /', " /, '1 ,:;.. ;- :. ~ . ,,,""'.., ..." " i 4' .. :.r'" 1.r.; "\:i-. ,~:'..'; ,'" \ .: J~y,,,,,' "" . ~. .' ," " .')' ~-, "i:: \'.. '-"-.. .' . ;.} ,""' . t...., l,T ". ": , . , I ~. .;1~~~~~ ~~''"1''. ill b.., A, A~., ~ j ", L ~.. . , 7 J I" :, J I (I: j '~'-~- -. PLA"l VIEW i ~~~.\~.. ~-1.'~ '\ " ,1<,.- ". \ --- It4 ... ,. ... r.it. !T1o' ~. (T"~... '7,c, '..'1.:&'. ,...... [;,., " ..... . V " ' (T".), I IF ' , " \ ; ,; o. i ~ .f. "" ~. I,., · TYPICAL. DRMW~~, CROSS SECTION !:" . c .~ , L," :,1;,., 'l ~. r . , ... "all... UM ~ lHUNE DRAIN /.... rDRAIN BASIN .1. ~ /... ,~ ~ ~ ~ ~ : I . ,~)~ ~ ~~~ I ~ i ~ . _~_-'-~t:J ~~:~:~=;-~~~ORS AVAl.A8lE F'OR AlL PLASTIC PtPING SYSTEMS nPtCAL INST AlLA noN OF' NYLOPLAST DRAIN BASIN AND INUNt DRAIN TyPiCAl INST .All A 11t1N ot-.. fAil B' 1 JJ' ~ ... of en .' '....'.~ CurM with I wtfoaI Sow cut 111< or IttIlIleve _Ire Curblirti'....... .. Pcwtof "'14.[..... . "'lot. , ~~..~ t t.c ... . - l' Cltv rt/W < "" ..1It'....~ ~._. ~ c.unty R/i ---- ...... ... . - ~. 4- . Jtr ... ..... .... ... ... -h'" ~ l.~~__ 11 It. -.............. I ,Jo '2: ~ ~=( - - ~- .. . .' . ".- ;."CIOt' "" " .~. ...i......tl::..,.i;~i.;.~_. ... ..... .. ....... .. . '1, , . ..........._.. W...... CltUtr an. ___... fII curb ' " o~"J .1-d:t--aM,-- ~ T~ ...,..:, '. II > ~. ,.' f'T""'! - r ".. . J . .......' to on . ....... '12- .. ......... . 'ewift J*t _ ...., " stCTtON B-B ',' r SECTION A-A .!!IZIIL. . "".',~f J t. =-. ~,.,.... ". n:.;..... If 1M --, ...~~. " "_.' ...~. 0 ........__ .. ".;...'~ ... . .' .....,. ... ......... ~;~.;.~i=-. .......... ...,... .. .. IJIrtt ..... .... 7. 0....... 0rhelI0, (.ullldl'. L ... __ r .... . M/tGIH.v.. --- "'-in'..... .. ...... .... ',... . ,.... ~......., .. . .... ... ...... vr'. _ '" .. ,., ...., .. ll~J. _. I .... .... .......... fIJ. . PItt ................ . . .. ..... .. or'......, ....' " '," '. .K Q ..lit') ,DE "AU 1 2" - 18" 12" I I.. ." . *~ .~ "" (sa CITY t1f CU_A1'Ot.~_) ~ .~ ~~ ~.~'S ~. ~ ~ -\0 .. ~.~. 'Itttii . ~ II: SIDEWALl< CQNC, Groea PIontlM . 0tMr -~-7 MotCh ~ Ufstlnt . . 9" GroIs PIortUnt or..... Non-Watkw, SurflMle "'- .." RAMP aM I'~ . .~) .J /1 " [..Ill T.. ,---;;;;r 1.~8ock pfCut\.I' F1ftw Line If E....... Rfn. CURR RAMPS . " I ~ ~ :2 - r I 9" / /..,~ " <~ 4'/'6' .- ,- v.tlcal C4Irb ~In Tr .. '-~ ~ ~ :2 X <C: :2 7-~~ ~~.. .~~ .~ ~... ~~1~ -...:~ '-,. I~ 6"-12" I~I . o N - -t ~CT, 2712AG12N ~ '~.., If ".. II... ___.... "*' u.. .... of. .... tIorect tide .... nOt ....- 12~1. ~ VAIllY GUm' CUll , CONe. RAMP . ~/T"""~ 1 \~ I~. 4_f. .12:t MAX. - o ~ <C: o Z .. .c; t- V) b ,." (~ I .,.1.') ,.~ ) ( ) [ ) CUM TRAHSIllON 0rtCP CURe a..- .....1ICN . BAa( ff ~ ~~ , ) ( ) (J: ;!!;."~ ' " { ~ ~_~L I I ] ( "~, J. .( ...... ) ) ,;, '4" . ... NOTE: ALL GRATES TO BE CAST IRON ~ ~ 'f. . ) &'I~ .... . 'f' g ~ :2 ~ tmD. .. 1.~_.....~___ Act 2. .... .' . '. '- ..' . . to.- ,Iliif: ..' '~., ;t- W, ra- ....... I' ~T8ftII'.', . . . .~. .:l.rOitol 304. Ck-::r Ment ~.' ; . '. 12- SQUARE CRATE HfMGt1)..TO eASE ~ ~ i, 12"-18" DRAIN BASIN BY ADS, INC, OR APPROVED EQUAL SIZE pttODUCT , 2512AG 281 SAG 2818AC GRATE lW[ SOUAM; SQUARE ROUHO .QU8.B. CUT (1Il,an't7 Q.tMWA'IlR ~ 1Ot) 12" 15" 18" Y,6.lQn DR, DI::. TAIL (BY ADVANCED DRAINAGE SYSTEMS-800,733.9987) ...... NOT TO SCALE ...- 4," Drop at All Drives ,. 2"R . 8- J~., J , r 3~ .~ " ~ _ . ~ 4~\ f\,'- ~~ r II> -q . t 3/4-R.....lf " . i 4".' ~ 4 ,q I..,." BellI ~ 10" ~ ~~JC e~ "1 S" ~.~~'\:)'- ~! ~~ ~A%~~~~~.f$ .1 2 - MeN-PENt"'" TlNG PtO< ..MQ.ES - 1" Drop at All Drl.... . ~ r- 3/4"R - ~~ /' ~ T;j,. q ="'" t4V ~ ~ f" ~ A. ~ / / /:~ 4 II' .", CD ~ 4 "l Bose 1- ~ 6" 12" 12" / Compoct ed , ."- .' .. y )., Y. ~ Subgrode /! / )~!//'//.'//'(~Y;<~~'<<",</<</~ '/>::/A'/), - .- Drop ot Ad Drlvn r2"R . . 6", J t' ~ I ~ r 3"R ~ i ...... .... ~ II. 4"'\\1Ii - ,; j / ^ ~ .\:.1 . · f /, - - ~ ~~ I? " ~ ~ 3/."R ..' ~~ 10M ')'///~ 4 II' .", ,I.' ~ 6" 24. I .:, ~' .~ted :/ ~/--y^"'<.(-~''''' SCfof'afM '<<"~~<;(~~~7~/~%\~~~~ ~~ ,',{- NOTE: WHEN USED ON HIGH SIDE OF' ROADWAYS, THE CROSS SlOPE or THE GUTTER SHALl WATCH THE CROSS SlOPE OF' lME ADJACENT PAVEt.fEMT AND lHE THtCKNESS OF' THE LIP SHALL BE 6", UNLESS OTHERWfSE SH~ ON PLANS, . r1'-loi"l-1 ~3!" r =~o COVER ~ li...r~~' j .' $.trfoce. ,... I' . Weorln9 Surfoce ' (~) - ," OIl... BOLT 'HOlES ON 29" 8,0.0., ,~ ~ J~ ..........1 ...!~, S f11JlQllC( " A.,.... .0 iI...~!J \ ,_ODD!!!'7) ~A Wearing Surface J \1" )( ".,' ", .~ .. . Ot '. let" ,~ ... ~ --.: o , /A ~ " I. - MODIFIED TYPE I CURB (sa: PLAN FOR LOCA TlON) VALLEY GUTTER CURB 3' TRANStTtON AT DRIVES 11": r1~~I:"" / V ~ 1]. . ~---"}. .... . Y./I " I' ....--1 I.. 'L,.' .'. ~-.at~.' , . I , ,....... .-at=---.! R',HS" ~.... ..,' . . . . ..,.-MAltftA&..: ASN-MI CLASS JOIt.GRAY IRON. '2 ..... .....1': 'to .......IS'P. 'J - C(MJt' EGHT: 130. LI$.NfIfJ, USf ~5 RiNG & G COVER OR APPROVED EQUAL TYPE I CURB . co , 3' I lr Bock of Curb ~ ~ ~ Lconstructlon S)1'Ylmetrlcol / i'-.:: About Drivewoy <t ']I NOTES: '"THERE SHALL BE A 1/2" SEAl. JOtNT BETWEEN BACK ~ CURB AND ORIVEWA Y. 2, COMCRETE IN CURBS SHALL BE JOOOPSt. ^^ Face of J Curb ~ ....... - Wearing Surface _ ,I - -, -".& I _11'__ -- -----,.,.- I Y~I( :AI I :IIHH I 'WI '" :"'\1- (' JlUN:S (SEE CITY or a.EARWATP '1eEJII1Ot) ',WER iCOVfR U~ (AU <_ Ct" .. 11ft IHOElCf 2(3) ,.'. j-J" STORM . . , .... .... "...v...aN. . /" - ... u~ _ _ J '.to' il" ' , ,I . alll~;-'~""': '<i}.~ .... ..,,:i~:, 'P" " < -", _, ::"",,"" _""'." ~ '.:. _ 'j _., ,~:>_-,,_~..~. _.:-Il\~",.;~_. ':'-" c~. _'~_ '..~ . ' ~....,. '1"-"''': .. _a"I't.kA' "'" ~;:_;'f,."\;:,t~,.:,~"..,:::,,, ..., ", '. _' \ ~';~~ :,~~ ',,:j,~-:' , . _' " ' . 1~,,_ .~~:.- ~' " -, . " ',," , . "J~~_ _._.o"~~ ~ .~> :',~~_,~,,_, ,,~ ~.,' . :-l . . ,.. . . ......... ., " '. ., )' .~t" .,..." ",' '...,,~ ,^' ,.~, ~t_ . . pc.~~'.r,.I','"':':';>'ifij~i.", ''';....:,;f I., '; . ',' ". { ". ~~:~ . ~J., "~stRUCnoN...1NC~" .v~~" . ," U.S..' '19 ,~oR11+' " '.- .:A~. "'fI .. ' ,"- - It< ' > ~' .f J__ ,.1 .~' " : " . ,,-"'" .t t-... .. ~~, ,.' ,..ti.' . 1"0' <!'~;'I~ 'f;_R~ftCW), '"' r ... .;.;;~...:..."r.;~'!'.;.. ......"'.... ';."~"'.' ..... .". ," f' . .. . 33 , ' ~',lt<",' - __~,' ,--, ,~:",.j",.' of :k-'"'i"'''.'~'''':;''''''i;; ,".''' ..' ,r',",,' '." ...., "".' "\'? Ci"". .'. ..... . .it . ,.' . ':. i' '.: ""d~; '. . 1';'4:: ',".;. ..,,~,' ',,' .. ','.. . ..." E,. ,'-W; \ " .\::.'-, ,. "',.'.t.;~'-~ , l"l"..,'$,,?:'r:i;?~'J,7'~:;,, . ,( ",II (. ", ~~ ~/ .. "t, ',,, ""''''''> ;,,;', ",t ;;:'#' ~. '1.: '_,to (;.'{ :, a", ':;"':..iL~~:,~'-j ~:' ,,'{ ~ ~ ' "'~ ..." J", . r I .. ..... ( IIerfIol ..... .. .. c.- Ite ..... ,., ./ " ~ ! f~er~ ~ ' II I ~ r Chomfer~ . ~ ~. u" \--=:L ~ ~~ ~ ~ . ~r ~G I ~ 14 e.. 0 18- j. ~. I h~. '\ Ctra. (Mox.) 90th ! ...L ... I I~ ~ Wo~"- ___I~-a . I \1 ~-, ~l ~ ~ ,?I}' ~~ " ~I! 'SECTION KEY DETAIL All wan joints to be equGlly lpOCed "tn 30'-0. max. centerl. Keywoy to stop 6- below top of wall. "'I r ~.~-=~ r=..-;,TJ.t. i AI ~~!8.... 4. ~ thai __ ::.t III .... .... ........ ..~ '8- "orie. ~ "" ,- t t 4 1 lo)'W Of 65 I!\. I It SMooth Rooftnt u... ~ 1-,-". 9 \ 12 rV-Qroove--' ~ VarIH'- \ 2- lO)ilN. Of 651 Smooth ~fl"9 (Mop All Contoct Surfocu Of Concrete And Rooftnt 'Mttl Cut- Bode A~a1t. Stop Rootlft; Poper 6 BtIow Top Of Walt.) " .. To...... r-... ~.. ItIMr \. ... IMlt . ~ltt. ~. '. "'Jl~_~ -.... \~"'~ 0...... . (T"" ~ Qt~o1:n~ ~. . o.c. QETAIL "AIt SECTION \~ ~- ..' ,\.'." ~ aoMlt.r e.-etA .... , ~-.....- -~- II, C. -. ~~ ... ... .._....... to" LIIlt . tl'2" . '. ~ i:Lf. in: .. . . .".... ~ ..... ~.... ... ~ .,......... r o.C. .14 ...... ~ c:.-te DETAIL "B" ... (1".) F"A~F" OF JD EST1MA TED QUANTITIES FOR WALL HEIGHT . AIOvE t"U'l u-._ F OF WALl GROUND CLASS ... n\i ~1'[El(lB' ~ NOTES ,. GrcMty woIIa con.tructed OS ..tensklnl of relnferMd concret. retalnlnt wall.. ellCtPt .... of proprletory ...... Ihall how th. Mm, foe. tbture and fInlth os the r.lnforced canc:t.te retolnlnt wall. 2, Coet of relnforclng .t.. an41 fooe t.... ond fInllh to be Induded In the controc't ""It prfce for C1OSI'" Concret. (R.tolnln9 ....) Cy, 3. Concr.t. to be poId for uncMr the controc:t unit price for Clo.. - Cclftoret. (Ftetcrinlnt Walls), CY, Pay Item No. 400-1-11, Rtlnfordn; .t... to be pold for under the cantroct unit ,rice for Relnf. Steel (Retolnln9 Wall), LI, Poy Item No. 4,!>-'-3. .l 4 5' , GRAVITY WALL (SEE CITY ex ClEARWATER INDEX, ~20) 1 'Wt C IG 1t\J1_E:T (sa CITY or CLURWA1ER INf)EX, 210) 3'-4" ,. .1 DIMENSIONS AND QUANTITIES -10 - . Q) o x A 8 c F G N o ~ IOn .'d- · en 10 -.t.c I ."Q. ... .c " (/l0 8" ~ M E 2f 2'-0" 1" 24' g~ ,!O' ,.' "'-"1 ., -,n ~ m I.. 'If , ." II' III' A _~ . 7.u1 "5. 1.72' !.41 ??] ,:vI . - I n a" ~ ~ ~~Sod../ It' I ..-8t'I'tled Or IRound Comers fl/ :1 ~ K :l on "r ....---~ ..~........ .....- I'\~ \/ , I 'r . ... - 0 ~~ 0'8 Z:2 )( x"c o 't) .- en_e" " --0:: ";:. " 010"'" > -(/l~ \: - 'co 1 PLAN 3" 3'-4" -sf s~ -:'\ I 2'-0" I I r-1 r-~ r Grote~. , .~ H 2" CI. 11\.- E)IO SolI r~ ~l I~ 50. Inde> 2m -~-~ T~ ~,. Bars 0 12" Ctrs, SECTION " :I c l ) V I ~ ~ ~ I -.., ~ Ii l. \ \ b~, ----- /"""'/1 I IX) it! - \.. IR- 11 \ ^ " ," <., Concnte Slab. ~ Or&l.. ~ ,..forced Wfth .. ........4...4 in< :J _5'~ TOP VIEW-SINGLE P1PE ....~ .( 3" 0rJi" ~ =~~:'sr-~~~,.:r I /~///'v/~ r \..CoAc:t.t. 'AQ .\ ~ 1 --- '\ c-..""}. :II ~ .., r-- ///,/ ///~// //7/////// ///////~7 , 2' T N8t lMa ThtIn D tt~';" U .l 14 - '-'~,-. No Pipe JoInt ....... .. 5' Sod UftI... Rv 1M I E ...,<< 4;' Miter: To"t Pipe For PID.. 18- And Smaller. , {PIN To Be Inclu4led Uft_ Unit Price For MIt_ed End Stct_l 2: 1 For Pipes 24- And Lor9"". Recommended Mamum P~~~ze: 2'-0" Wall-fa" Pipe 3'-1" Wotl-24" Pipe n Stde Ditch Qr~ --- ~.... ~ N. ~O~ - en 0 '0 ...." C I g ~ 0 N Q. 0 CD (/lCD .. 10 - - ~ t5 a:l PoIcI '01 Ae PIpe Culvt ~ " 20' CMlN) lKffLDlNG SETBACK SECTION -,.,.- . -, ""'... .... lot... n ~NU ,.. r Il{..IN (sa FOOT !NOEX 272) 24' 'NGRESSIEGRE1s EASEIIENT ITYPI 40' TYPE C DITCH MU I fOM INLET TOWN HOME ~ GRA TE Straight Bars 2"x ~" Reticullne Bars 1r x ~" Bonds 1fx r Approx, Weight 100 Lbs. .. SETBACK: 20' (MtN) !!TY ~ A~MF'NT ITH SlOES) 4' SIW (1 SlOE) .2X(TVP) 10' SETBACK: , 20' (MIN) 2' 10' 10' 2' CUR8 <i' ~oo (SEE roOT INDEX 232) 2 ~ 2 ~ '"'" .... ..J"M'Nl ~ !--6" -- J- 6" f".. '\. I '" ~"" ~ 1 1/2" (UrN,) ASPHALTIC CONCRETE SURfACE COURSE 6" (WIN,) FlNtSHED BASE MATERf.AL APPROvED BY CITY Of CLEARWA TEfl COMPACTED TO 98~ MAX. DENSITY PER AASHTo-180 9" (MIN.) COMPACTED SUBBASES t.fIN, L~-40 COMPACTED TO 98X t.fAX. DENSITY PER AASHTO-l80 Tyt"ICA1 SIHt.t: I "I- ( IO~ N.T,S, NOT VALlO FOR CONSTRUCTION ,VNl$SS SIGNED IN TH1S BLOCK DATE: DAWN BY: .-..Q~$.M. DATE l' It;l) 11"_ JJ11r1 ..A.. , .. TO AT LAIUI AWL . .......... ............ ~ IIA........ ~ . ;--~- .".. < ..'.. ":~;.,,L "... t ':," :j~'~~~r;;~:~: ,;;: w . ". c . DSGN BY: V.".H, DATE 1, 1 /00 7 - "'~j CHKD B't: I' QfC. D\lt "/00 ., REF fIt.E:___ ~~~.~ , ,i: ;:; . ~.. . ,,'\. 'i"-,'-..n\AAi " .<,~*.' i't~\~,(.,,~...,,::~ ,n,l';" ,~;:It! .'~'~" ;z:~,~:;O*i~:i".I''. 't~.. "'," .' ( " ...- '::' \ '.~ " p,.E.J148t3 :.'.:,'S'::>, ">',~'-"1<'~'::' ;. 1". -.: v. t "' "=;-. ':, . '" ,'<.: : ",i'J. ',", ,. " ". , '. '" ....... ~ , ~":J ''ff. ,~~ .~ ""':1 . '.1 "~ ..~., ,-'-" '~ , .~ ;:'~ JFI1,;;,,'~~ , ' J~'" .~ '\I .'~; ,d ~~ "~'Jv' ~,"l/ ';" -, ~ " .~ .~" ''lI "_ 'f ~ \)j'~ ',J # -\~~, " ~';". :;'_,71:' !,'.:, "_4:;." ~. . ":, \ ~ " , ';; ~ ;J , ';~ .:1 .,~ "'0 '. 'Z~ " .; , .1 ; ~, ~"~ , ,.1 ~.~ ,j .C;, :: " . , ~) ';! Iii; '{ . ,.; ..;! A .. ',J.~ ...' :~i ; f ;j .') .~ .' ......." '< f......,/ . ,:;'. 'i, ,~"'" , " ~ ... iO " . , .t.,{ -,.;!, ( '.., <~; ~ J-, r .\' ;~.t:; . S.ti . '.' . <, f 1 ~.. t l.,. , Ii :'" .. I, ~:, . :~ ; , 'rr< , 1t;,'c~: ' to( !,.~ . ,~:: " :;~'J . } :J.:-' j.;' , ;:<' ',' ,,,, ': t~~ f~ ~~\' . ~~ ~' ,~" , :',', .\ ' " ':v; , .:'" l J( .. ,;, .. A ~, , >.~~ "~~~.., 1'" ". ", .~, ":' fii~:', "" ~ " ~ :.Y\...- "" "'~ ~''', l' ~. l,: ~, ~~ . ~~~,; ~,',~:.' ~., ~. ..;.,.J,: i!>",. ~,;~ t~ ''%: ,-,',' .,.~ ---; . j . ..A' ~~,~ " .: ":. i , ~." ~ , \,- ~ \, -J. . ,.., 'l> ~, . . '.'+ " ~,; f' ; ~~ ,;.. Ii ~ :~~ ,. ~:~ ~.~. ~~: . d, >;. ~':~~< ~~' ,~~~ ."- J:!f'!ir. .Y~ ~. ;~',."",..~,' ;'~.!~<...,:,...,..;;-.'.~.' ~~-- '''"''f'l1' ., '., .. ,.'..:'\j\\; "1;'~JIl'~ i ".;- " .r .. ~,~ .~ ....~:. ...... ~ ',;<:t. ;" '~::;~.i '",,'I'," .. H"~,';;~'~"~~ .1'''\.'~ , " .,~-.( l.,;. "",. , ....,,"., ,","f: V ~ ,::'~~'::':". . \ ~';"a.' ". " ~." 1 " ,J r.',;~.,"~ <~~~'<:';;.t:ii:' , : \.i~;"" ' ".' t;' .. .......k <. :l';'i;7)i,. '.' 'l:'"':,j~~. '.' '0:l~' ~,,:, . ( . ",;. :'. ~.--;: " , ',1: :._ ').,;.: ." , -. ,"ii' '." , 'C..." :~. .. h . ;:'i~' '~\:, , . ."..ci,:',~/'~~j,:\:,',.,,;,,', "'., '.; '. ,-' ,', " '. "",' .. " r '. "" "'~; . ~ hk ....' ~:' ;' f ; ",' . , ," ,,;,'1,', ".,~' i ,1> ...... ,)</)~~(, ,,', ~ '~~, ":'. ':\: ','i ' ; . 'i,. \. ., ' i~'~':. c ' ,.' j ,~ 'i, .,' ,,:,(; " '" > " . .,.' , ,.; ,,, .w~"":' ". , . '. . h',{", ;. f , """', . ->\" . ~ '~<:i.c .; . ;;. ...." ',:, -" .~, l~: ..>~ 4;~ ' ".: '. "rJ': '/' ~ , :" ",t. " ',' ~ '. ,~ ;,. "" .~ ~4' ~, 'h, . , .' ' l GENFAAI .t':.~41M"{. Norrs '...... 1. ALL MNtfOLES SHAll" 'stl'PlUM, TO UtfE, AND CRADE. 2. (PVCr __TV SEM:R PIP.E SHALL CON'ORW 10 ASrw 0-3034. $OR 35, LATEST REVISIONS. WITH PUSH, ON RUeIEIt GASKET JOINTS. J. (OIP) GRA\1TY SEWER PiPE ~ BE a.ASS 52, EPOXY ltNED OR AS OTHEFMSE APPRO\tt:D BY Ctl'Y ENGINEER, '. '\, 4. MANHOL[ FRAMES SHALL .'''''ACHED TO THE PRECAI'T SlRUCTURE WItH A MINIMUM OF TWO 3/4. It 6. STAtfUSS STEEL Itot:rs, NUTS AND WASHER$. FRAMES SHALL BE SEALED .'ftoI A .........,... OF TWO 1/2 - BEADS OF RAM-.NEK CAULKING, . 5, TRENCHES SHALL BE OE-wATtMO TO ENAaLE PIPE AND APPURTENANCES To BE INSTAlLED FRtE or WATER ON' UMDISlUftBED SOIL. If 'UNSUITABLE SUBSURFACE MATERIAL IS ENCOUNTERfJ), EXClvATE EXTRA 6" ANi) 8ACkfJU. WITH 3/4" GRA\f:L. 6. PVC SHAlL BE LAID IN SlRlCT)~ON'ORMANCE TO MANuF'ACTUfltER'S SPEC (JOHNS MANvtLLE RING llTE PVCPfP[ INSTAll A nON GUtOt OR EQUAL.) BACKFlLLlNC Of UTtUl)' TROOttS Will NOT BE ALLOWED UNllL INSPECTED BY THE CtTY. 7, BACKFIlL MATERIAL FOR !B'. MAIN AND UNES SHAlL BE NON-COHESI'VE, NON PLASTIC MATERIAL' AlL ~. LUMPS AA(D ORGANIC MATTER, BACKFILL MA.TER1Al PlA . .~ONE t) FOOT OF' PIPINC AND APPURTENANCES SHALL NOT CONTAIN ANY STOH(S'lARCE THAN TWO (2) INCHES IN DIAMETER . (1" FOR PVC PIPE) AND NO STONE LARGER THAN SIX (6) INCHES IN DIAMETER WIll BE ~MITTED IN ANY BACKF1U, . 8, ALL EXCAVAllON IN EXtS","ORtQHT OF WAY SHALL BE BACKflU.EO AND STABILIZED AT THE: END OF' EACH DAY JO PERMIT PEDESTRIAN AND VEHICUlAR TRAmc PRIOR TOCON1RAC'tOI LEAVING SITE, 9. UPON COMPlE11ON OF THE ~ AND PRtOR TO PlACDttENl Of 'ASPHAlT A \1SUAL INSPECltON NfO. \1OEO R[cORoIHG SHAlL BE MADE OF THE COMPLETED SYSTEM. THE OTY SHALL APPFtOVE 1HE: smEM PRIOR TO IT BEING PlACED IN SERvtCE 10, COMPLETE "AS BUlLr INFQlf(MAlJoN RElATIVE TO MANHOLES. VAL'VES, SERVICES, FlTTINGS, PIP[ LENCTtiS, ~TS AND SlOPES SHALL BE ACCURA TEL Y RECORDED AND SUBMITTED TO THE CtTY SIGNED AND, SEALED BY A REQSliAED LAND SURVEYOR. 11, AlL INVERT CHANNfLS NC TO BE CONSTRUCTED FOR SMOOTH FLOW WITHOUT OBSTRUCTION OR TVR8Ut.tNCE:. rOAM INVERT USING t>vC LONG RADIUS ELBOW PIPE. 12. PROPERLY SHAPED SPIUWAYS'SHAlL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVA l10NS TO PROVIDE FOR SMOOTH flOWS. 13. SOLID MANHOLE BRICK PERMITTED AS now CHANNEL BUILDUP, EXCEPT IN HOPE THERMAL PLASTIC lINED MANHOLES, " ~l ,/ ., .' :...t~--'~'M ~ It .. . . ~ ~ ~ " ~.,i '~7 ..... -1 ~ Distance Varies " " .. . '"" . r . .... ',,'.. ~ '. ',.' ':t~~.~t~l~li' ' . , ' J. . 'I. $/I...l....~.. '1. . .-t L ...... '.;.., .',',.,'. . t ;<. ........~~~.. r ..,...,...'.'.. '- ',,; ~ .: --!;t, ..' .:~ '. :' ., " .. Max, 15' - Min. 4' Bock of Curb or VEdQe 01 Po,,","""! 'V'/A(~ . I Cteonout PIu9' ... - us- Min. 24" Max. Valve 80x j . . 1..~.~ . . fJI .vM,.....to.. t.... . . 1.iR.Pi' . .--... . . 10 A , ". ' till 1M! ICIII. 1 e:rm.... ar ..... ....MD !N.tILL . . ACC:CIIlIDMCI: 'to ~ LOCM. 1'IONS. 1 i Y7"-Y/>((~ ! />>,~'Y>':::: I $<-<,(/' I I -i. I I ~ Kennedy Guardian No, K-81A .t!!!!!!!!l!!!! I Muller Centurion No, A- 423 l.. U.S. Pipe Metropolitan I "'-Restraining Joint (T)'P.) -,- - --- , " ~ ....../^y~ ~ . "'\r.>\ I I~' I , J I ~I ~~l_ = NOTES: T 1. Steamer Connection to F'oce Street. 2, All Fire H)dronts to hove 5 1/4" Valve Seat. 3, Fire H~ronts Sholl b. Placed at Street Corners or in the R.O.W. Adjacent to Side lot lines Whenever Possible. . 10 5trr'" a 7jrr.', .... .". ~ " :~' ';"'~i ~'N~ .. Lc 'thIck x "-8 Sq. iP""'1I ~, 6"~r- :--AJ_ .~ 1 i'UlsIC -! ---L ~ I N .. . ,{f' . . " , c: 2 , ~, ',)- ~/ <~ Plug I.' t--- r -4, I (See Noto) I----- 13 1/2" ~ - \. r ":~~. '-. ~ II '~ .',. .. Sew..- Uofn J -- . - 1-~._1 .' I- T '.'__a.. 'a .' ~M I 12= I lk. iAIL f ~ ~EANOUT P~tTAll NOTE: et....t ..,.to be U,S. FOundry 7821 ar equal. _, ~ CTY. STO. ___ ~ .... AlE YO. ...... NRT.IOO' \IUtIclLOCk II &as .. ;:;;'iacr, .... DUMMY'" AM'YO. MTAWD At'tNI: ......-cllN' 2...,.. .~.. ~"-.!5.LOtA- ..1110 lIUl.... 3. ~~'~""_rr=_ NIt. MOUGH' UP .. ~ ---.aoc &'cIC"lIM. TYPlrAI H TuRANT Sl:. I ntJ~ Cto((l""-SI- ( ilON .sIAtmA.Dn ~I~AN OUT . (tEE orv OF CUARWAlER. INDEX 1J(4) <t EASDAENT LINE I / r GAlt VN.~ 3~ (SEE CITY OF ClEARWATER INDEX' 402) , FlA. .ode' ~ . otIotrr ' 0.4~ .m.. 1.0 "'~ foil from ~..ty Une to . bocII Of curb, . ,'\' ~. I ~..., .....,,.~. . ftJI' . ... 2' TVP. 1HE F'0ll0WlNC JOINTS MUST BE RESTRAINED IN AlL APPUCA liONS: 1. lEND - INlET AND OUTLET 2. 1U - OUtlET BRANCH 3. OFfsns - INlET AND OUTLET 4. CAPS $.PLUGS .. DEAD ENOS " H'fORANT RUNOUTS SHAll lIE RESTRAINED AS DEAD ENDS FLUSHtNG & S~G ~y I>>~ /w. a w~ Approved barrel joint aecils ore .O-Rings" and "Ram-Ntcks" ~ s.e Index No. 301 3' / [;:(l~ 4 layer. of brick "" I- "" 't-:- "" I- ~ HOMEOWNER OWNED AND UAINTAlHED ~ "" t ~<<,(/ . -, , I , r ....- 1 .16."< ""t<'- ... I 1)>-2" (KV. ... W r ,.... .1 V<'~ . 3Q"-W .., /' ~ Ot"~l-Il!_~he ' ~ ~ City En~ _~~ , . -'I ~J. .J~ r-L - Megalug Restrainer (T)'P,) Concentric con. (Flat cover on shallow manholes 0' to 4' depth) ~~~ ~ , .! 4 I" -;,r ~~ ""-1 ,- i-- ,. 4' Min. . [..,./, ~~ i- ':1 . 2- /ft min, · ~ . / ~.~ 1 ~ I Poured Encasement - ;i;: :.~' ~ ~ 1'1 ~~ ~~. ~ 8" Brick H<*[OMCIS ASSOCtA lION OWNEO AND MAINTAINED i 1 ~ It- III II. ^ -,//'" ~'-"'( - Ebba 1500 Se.-les (TYI") ~ ~ ON AU. 1EES, A ...... f1F ~. SHAU. lIE ROl'RAINeD ON [A04 RuN LEG l - ....... f..DIC.1M TO IE RtSlRNHfJ) ON [A()l SlOE OF nTlING (ft.) f1GUIII[S BASED ON 3f1' DEPtH BURY, 150 PSI TEST PRESSURE. S- PVC YAXNUW _ USO IN SY$lEM ,'"'"7olII' 1 r ..., . .1 Ilo, , :1.. ~ ~ ~ i"~ Steer reinforcement - I-- 5" min. won thickn... t>f>e II ocld resistant cement 4000 p...I, ~I ~ Grout fill openl"9 with 111/. non-shrink mortar ~x~. ~ ~... ~/o/v; ...../ ' MaM SECTION. .' -\' '.. ..: ..' NOTt~ AIf lOt."ot tn. dt..... .. ~.., '''-''. ..~ ClMftOUt hlr4~ "'1[0' '__,d ..ltltt'e R/W or... the ,......n~ Un. 9 ~; .Y r)~TAfL ",. 45- SetWIe L~t.... a-~k~~. .,',.:" .~...."... . .' . ,..4".~ (t:~ , II! . . . ~'" .':-:' ~ , '.' " .' .' .. ~ 1IRr.n' '..oac .'.-, , ., .. .. , ~ ',' , . '. ~ .:.:, A : \ ',:' 1,;"t:.~~ ""AI ... __' ,. \. '~r'rMI' n... (Ky, IitAU: ......~ r-. ,-~\...2" ., ...u. OALV, . '. . 2 1-'1'-:. ,.,m -ut'I-A_- ~~. ......- 90 21 2t J8 \, ~ ... , \ "-- 2' joint In PiP. entry . "-- (TypIcGt) P.V.C. pipe r4KlUires manhol. adopter o0UJ>ftt'\9 by F10 NOTES Control, Inc,. or approved 1. Precast manhole drop may bo approved by City En gin..... Shop- drawing submittal required. 2, Drop' required when 2' <<over, . 3. MoMoi.. tho" hove on Intenor on<t .xterlor cootln~ of at leoet 15 mila dry tnlcknMa PROlO EP214-3~1 Eppf-Mo8tlc or Koppers bltumastfc block solution 300M. ; '~4~T C:A~ITARY ,AN...na J:" UI:. fAIL \ Water SerYice Tubilng Driac;oplpe 5100 or EndotjYardtey Blue Jet, SDR 9, 3408 Pol)ieth~ene DEAD ENO 46 &5 85 NOTEI lHMIST RES"..r AT flTTlNGS AND VAlVES SHAU. IJE BY US[ f1F mtA IRON C(MWO AlSTRANRS. THRVSt M:S"IRAtNT .TWEEN APE JOINTS SHALl IE' BY EIeA IRON SEJIlIES 1 SOO AESlRAINPS, . NaY VAAlANCE .MUST HA\f: .,ntN . MPROVAL or ntE CITY ENGINEER. ~ \~ b'h .... "ilr l' . '~":":~"'-' , I' .;.;' NOM. I. ...,. (deg,) PIPE SIZE n.lI 22.50 46 .. :' 4 9 6 ~'.., t2 8 4 8 "6 VAL\€ TEES BRANCH 28 41 16 Grout flow channel --.I "-'~1li~ R stop ~~~) \ SockIIe If Requfred See Note 5_ ....J I~r- ~. p V.C I' II" L ,"RUST t(t:.~ l --' Curb Stop ". MUEU.ER H14350 with Lock WIng and _ ~ Compression Inlet or approved equal "~ ' " .( .. f . .., '.. '.,.. 'ftoCStJ8OMIOH, DRI'JEWA YS ' '~ ~ ~, , ;~M.M'.O:~::~..~ ,: __ _ $AHtTARY !it,," UHE.'. ' , . . .. TO 4- f)Ve ... SAOOLE'S' ,'_' . "," 'to: ed I.J4IGIIt PVC M..... LARGEST __ t 112. ..ettd. t.,At8&t 10 NtY MAIN IS 2-.' ,.~.. tl\PS TO. ..,.. LESS 1HAN Je", ,~ (SEE CITY or CLEARWATER INDEX' 403) ,'''.' ,. -- ~_ CrN Of' CLEARWATER INDEX, 302) ... . OY_- _ 2" Baft valve./ Hose Btbb ---- ~ 3/." Galvanized -./ .1 :..... Pick ~.7 . ~" 1-1/4" jl7;'~ . ~R'Wt4~" . ~ 0 a ,Jt ," /. ~s A" t T,Aii\~ a 0 a ,.0 Q . "t!'w ~s I: * t I." -., o a a Ct",1 OF" L~' ..~ u '7'" , '1.,: " . ~ ' Saddle shoR hove double stain,... .teet _rop. wfth epoxy ~ted dUctl. Iron body, '- -_..;,.... ',. -- " -., ~ ,..,. ; ""i' , . , . ,.' "* '" ~~ " . ,~' ;"~'" ~ .' ,'. w..ter Main WATEa.. ~N SER.VlCE , ..' Of. (AIL -,- . j ~~, 'u\ 5/8" Min, 4 Required ~ '"1 ~ /, ,. r . tV, ...:... ;, ~,ftV:c.) , {tf. ' 1 ~ -1 r., n "1 ~ 2" Galvanized ~ ~.f > >'<.. j~~ ~J:;' " ';; , ' " . ; \~"~':":"';,." " (SEE CITY OF a.EARWATER tNOEXI 401) NOltS: 1, r PVC CONDUIT TO ~~ 2. BEHIND 8ACK OF' CURB. BOTH SIDES Of' ROADWAY (NOT REQUIMf) ON ~ fltPLActMOtT). . ' 2. "'\4C CCNDlIT 'fOe . ..../18" :BELOW lHfA SURFACE MEASURED FROM TOP Of' FACE Of' CURB. 3. WATER MAINS 1'0 IE"'. 30- BELOW GltAOE and APPROX. 4' BACK OF CURB 4. CURB SToP' TO IE LOCATtCfAPPROX. , FOOT BACK OF' RIGHT-Of'-WAY, 5. SERVICE LINE TO BE WIN,fr and MAX. 18" BElOW GRADE. . Men" Skid PaU..n ~~ ~ Requlred- _ ~' · t,;.j:l. ,.' .. ,l1 ':" c ' 'I. ... . ...:rr ~. I .8-..... -, ~t"(', ' .. .... J -1 ..~ . ~ " .,,~ ..... ",:1. ( .. --:. =.,j"'L, .,.... - ~ . " .' ... ., VE~t~~..kJ.I;AR~CE " '" .~'. <'..;....... ~.~-=~r4 . '. ... .. . , '. ,,'. 'j'< . . <, , . ,"a::' . _..~.., ,. . . 'Zl", , ,..~~.. . '. ... .,' ' ".-:::.. :..... 1-.$_, ~ ~e~O ~ --- RING - HALF PLAN . N c5 , ]8- . 5 ... i 1 J ! - 1'1- ~1' ~ ~ .I .j ,. . -t fI') , - IJ".~ J ~ 2" corporation~, ; fr2: 23" a 21" ....ined Surface , ~ I N / II I'. i'\ /~ ~" - i I w ~ SpUD C~R ~ \ ...... . $~ '" 22-3/..', . . I I .!. ~ ~-1 . '. ." .." MOChln"'~ " . . . SOUD COVER~QnON Minimum w.h,ht .ta ... END CONNECTION TEUP RI (JwuFF ANn & " & t Toppln9 Saddle ~ 4 ~m~ f ~ \ TOP CONNECTION , . ca ~ ..... , \ I " ,r- 2' (T)1).) III , ~ Restrained 2~ Topped Plug f 12"-18" I - - I 30" Min. .:.X' ,....'\. . -f " ~ , , 18"&MIn, " . - iliIIII RING - SECTION Minimum Wel9ht r 232 Ibs. a- 218 lb.. .... ;> ,f - <, " i, ",. l "'e:..; '" _ ,:: ~:r:' ,.~' .' . i I: . 'if,J,:t ~. 4' ''- 3/.- ~;"")i!n. Wet..~. Tublnq tn2- Pve e-dIiIt (T)I), sit" ,"tw) , (SEE CITY Of ClEARWA ttR INDEX' 408) \~~ (T)4I).) :,i NOTES " Where roodway base .. 8" or thicker use 9" ring, oft other COM' r ring fs permtl8lble, 2. Manufacturers model of .torm rln~ and cover to be approved by City Engineer. ~A"'IITARY Threaded ~ Corporation Stop (T)1S,) Water Main arm ":::. CIty' " "'l'ER. f1..<MA ~Lf TAP .. . ',~ '" " '~:.',"'" "'H~~t~ .d.E"R~CE "4 ' '. '.,."~,II.:v~~H~i'"'''' ". . ~ ..'j ',1. .....tr'f.'. ..... ........ .1-. "1 ,,: ' ' ' . '_ ~,j ~.,i.." "I \~:'".~ ".~ (sa OTY. Of' a.EAAWATEA INDEX, 401) NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: ., " , ~ '"t - ~_._- to ;'CUJai.l1 (SEE CITY OF CLEARWA lER tNl)EX, 3(1) ~ .~ l\lf~cr"'" T~Tl~ .,. i '<, -', ,. ~ .. l'" .., ., !'>\';' '"'). <'.;" '... \'" ;. ~. .. I,' , "~,~i ' " ; ~~~",!. "." .' ,.' ',J;: ..,,..,::. ',. .,;. ,,' " '~":' . 4-~'" f.- ~.;' ,..~ -;" ';"~ ,~. ~ " ~.'<O ':!,/< L '., /fI 8 ,,\ I ~:,: ...:5L. ' . : "C::-;.. ... ..' . ~~,':,~\ ,. "", ",..(;4 " /,,' '.1.J;. ""'. ' -, ....,...~.., .' F'. " ,', . '1.':"~JiicioN..:~". . '. ."~.". ,'; \.~; ;..,1,.11 ....1 '9 """'JH. ' , .. (. ' .~ Ie",."." m..Ift. , "~f'u" .'.....,:.,;. .,.~~.. .,:~ J4e: '84 ',':" , \ t "r, , ~ ,. ~ ,! - ' , . ,.;, "'/;; .," ...~..> '.) t,~ ~ "" ,~~,~~ , ,,' ...'/ ., .. .,. ,..v....... I _.J.J1.J ., ... " I;'; ^" ',' ";",,' . ..'" . .\ " . ...\ ,.... .'" :,." I QfWIJt.trr:......:.It&Mr- OATE 11/00 ; pscN BY: V.~I\ DAtt 11/QP.. "Q<<D ,,: o.~. DATE 11/00 :-...~ ;: :.~,_:.'-- '. l",'~.j '/.' ',,~~.>,.,: ,,' ,,<-', ^ "~. .,:' ., ~"", .,~i<U.....'.'.rl!,,;;d< ... : ,\ .. v.. " '~ ~'~ "1"1-<;-<' :; _) ,,;_ ,'io.; r , .,'''' .... "'"~ ' , ,," " , ..' ',~,' ":". .;".: ,"', " '. ," ,.)~~.,: ~~: ,':; '.' ,'i~~\ '"~'~ rnl L.-aT --. , <1, d'" ,,'t. ,., ':"''',.:1' ._ '" TO AT YIOI AWL ... ' " .:.~~,. .;."", ,. , ' ., ..' '~~ . . " ,~t", , . , .. .f . ..;, ,>.\, " . ~.,.., ' :..:~.,."".~'T.''''''','''.' 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",:"~""'f:: '\"'\'?'f'''',,:i4.1~~' . ~ '.'. ,0(",'>. - ., ''::;0.,:.', " -f: -i"!IIWIl- -<,>~:Jt,""i~ ~., ", , ! ,i .;,: Pi~ .- ........ .. ,I,. ~. ~'" ''''\t.' . OCTAvtO " ~" ,. .,. , , .'~'i .~, ..1 :. I; It; .,.. .;" . ~~:~.t;,: ! . ~ ' . ~<.:o.'" "'< e ' ~ . :">\1:'~~:! . .,. .. ~; ..j;., :::. !i.i , ~L ,'~;~}~1 ,ok' , . ,~, '~'F~ ",~.- , ::I:-.....~. \1 .. <€~, > " " ...I'~ ~~ ~t.. ;.~ ".~:~ , . '1;" .^.~' : f . ,"'if 1'. "~.' . " 1'$1 ~~'I "'fl . ,;J k::f!i ii~ c,~~ ..~ ,~ ",:~ '''',*,<''~ ''1 "'~ A~ , ::Jl ,r~ ,,:-\J '1.~ ~~\I; ", ,-(I'," , , ~ , \ J&...' :'~l~' . ;~~" ~;~ .~~: i~.\,:l .~ :ft~ ."', ~ ~ ! .~\:' ~ :,(~ ~~ 1 '\.~;J '~.. ,~~ .~ r1 ~:'';f: ~J ~;~ ~~,\;~ '''I:~'.J J~ i'i ., . ~ .. '1 1"- "ft-' I"~ :; f 2.0' 3.2' 14,4' 4.0' 3.2' 2.0' TOB = 47.0' REINFORCED GUNITE LINING WEIR CREST ELEV=46,2 '"'rll ~ I 4"CONC (MIN) 18" DEEP TOE WALL R~INFORCING 6 X6'~ 10/10 WELDt.D WIRE MESH POND SECTION -0- NOT TO SCALE ~_/ . 1.0' MIN) CON5TRU " ALUMINUM SKIMMER 2.0' (MIN) 4" (MIN) CONC. 2.0% rX~STING GROUND 'b"" REINFORCED 6,. '(4/. .,.: I \..~~i-l GUNITE LINING AI-t). {).,\ REINfORCING 6"x6" I 10/10 WELDED W1Rt MESH J L ,M MIN CLEARANCE "(MIN) CONC. POND SECTION .C- NOT TO SCALE 2.0% --- 10' TOB I~.o: I TaB = 47.0' 1.0' r (MIN) PROPOSED WALK T05=44.0' 48 L.F. POND SECTION -B- NOT TO SCALE 12,0' 5.0' 2.0'1 2.0" 4.0' I 12.0' -- TaB = 47,0' --- -- % T.O!!_____________ ___ __._ "---.- ---------- - ;...-. --- ----- EX ELEV %45' EXIS;N~J GROUND T05=44.0' 85 L.F. 2' GRAVITY WALL T05 TOS POND SECTION · A · NOT TO SCALE r-S[[ ~-:'!)l .1 AL \~L D~ \NL: f.\ r cPcPT, ') W \ 1 H I '-, ~) HI) - ... ---,- .-'" .--" ,.-. ---.---- \ OJ SOUTHWEST PROPERTY CORNER VALLEY GUTTER I [~ :, ! I [n: II r\~ (-:::1/\ l l1 L_~;l f' T II. F [) T i 1 !\ r~ D f~: f\ I L. WE ~jT ':'1[-) t~_ ()f S //W o VE f\ C:, l _ T VI/E- I F\ .-.----- - -_.-- - --- -'-" --~ ----- -- '~,b A SHW =41,9' DHW 25 =46.42' OVERFLOW= 46. 2' GRAVITY WALL-1,5' for MODIFIED TYPE I CURB BOTT. EL. = 44.0 47.0 T.0.8. EL. - OJ PROPOSED POND PLAN VIEW 3.0' CURB TRANSITION VALLEY GUTTEIR ~: I J III.VI.laN. .., DAft' - _ "'J _ DAft : &lUlU " 2463 EN~RlSE ROAD CLEARWATER. Fl.OfttDA~'6,3-1l~ "'-..:.,,;;,,:. >~ ~ , n-,. . .,... . . . o . . I . ... J I'l I ..... " III' . tit' ~ -- '-EXISTING GROUND HP ~ ~ HP HP ( MiN. SLOPE 1X MAX, SLOPE 10X TYPICAL LOT GRADING PLAN N.T.S. .',~ '", '''' ~ .'^"." ~.~ \'" ' >;.:~' : ". ;j..:.,.~"; " "' ".t~"' "','r!, -;j'( ,i, 'r.A .f:j;(ek OONStRUCTION, INC. ~, . 5" 'ij.& '19 NORTH PAlM~ .; fU)RlOA34684 ;".789-8899 , of ~ ;,<4' ,:-' M~RlS\o"VII ~~ ~'MDM=\~ I~SIN~~ANCES. tlft.W&w.TUR~ SUPPORT SHALL BE PROW>ED FOR lHE SEWER TO MAINTAIN 4. HOR~lQMr~ "-MAllQtJ fl;TWI'J;'NPARAII F'I UNES: ~.~. ~blt..1f' . 1m. '..~~. ~.'~. iff.L ~1!l.tJ .'~~ n. ~ ~~~~~r~.lR~CE.. T2:.o 5. &ar~ elf AN. Ufi>is~"'~ASH'b1~A~ elf ~TtiDor &:s'E~~11: ~SSF~ Af!l&' ~ Wf..l.t1f:DM~d ~NW~~ ~SI~.Yf~. ..:rV~1k. .. r~ ~ALM:J!~ ~~8N~nfi~W~ VANo~TR~r:Ao~~1E~I6CT~A~ ~P~YA~ WA 1ER11GH11CSS 8EF'ORE 8ACKFILUNG. nt['cCIl1l.At ' '.. .....-COftTACT P~AS COUNty' ~\'~ARTMENT, AT ....... A~""" OF 48 HOUAS PR40R TO C~ CONSTRUCl1ON. UAtM1IItANCEf1l1JtAfflC SHA4l 8E'1N ACCQtltDANCE MTHfDOT INDEX 800 ...u(Na. _tHROUGH 650) AND MUTCO SEe110N VI. siGNS AND BARRICADES SHAlt.. A~TOFDOT MANUAl CE SAFE PRAC"OOES. AU. PROPOSED WORK SHALl.. COMPLY.. FOOT ~ NO. 700. ~1RACTCR SHALL PROVIDE ~ WAaNlOfAHCE oF 1R~ PLAN PER FOOT tNOEXf802,(UOOtfIED FOR SlCN SPAaNC'., IN AC~.'.1H'Foot' INDEX 1&21). PEDESTRtAN CONTROL FOR CLOSURE OF' 4. SIDEWALKS SHALl BE .POt ~T tNDEx f660. .. , ROADWAY p~. '. " ". .'TSHAU. NOT BE OPEN CUT. EXCEPT 4T BORE. . Pill Lec^l1ONS AHO SRVICE CC>>CClIGN LOCA liONS AS REQUIRED Ull.ITY INST ALLA lJON SHALL BE PDt^ f'tJOfll,1Ll'nrs ACCOMOOAllON M~ U'RUZING HORIZONTAL DIRECTIONAl DftIUJNG QR.$IlILAIt @NSlRUCllON ME11-tOO. ANY ,POR11ON ~ THE ROADWAY THAT SUSTAtNS EXCdstVE CONStRUCTION RELATED DAMAGE. aN THE OPINION OF PlNEtLAS COUNTY HtCHWNr DP'ARlWENT. SHAU. BE REPAtRtD AT CONTRACTOR EXPENSE IN A MANNER sPiCIfIEDIY PlNEU.AS COUNTY HJQHWAV DEPARTMENT. THEe()NlRACYOR SHALL PROVIDE ONE COPY EACH OF A BEFORE CONSYIUC'JtOIriI'ANI) Af'TER CONSTRUC'OON VIDEO TAPE OF THE PROJECT FOR RESTOh'OON PURPOSES. CROSSANGS.' . rI ,[xasDN. . '. .0. CQNCRE... "fE. N4D1OR.... BRtCK. DRIVEWAYS SH. OULD BE 7. ~ 8Y HORIZONTAL .00000l1ONAL DRILUNC. JACK AND BORE, OR PUSHING. NO JETRNG vat..8E Ab,.OWEO. OON1RAclOR SH.... COOROtNA"It ANY REQUIRED CU"..^ OFDRtvEWAYS," Wl1M 1HE ~ri 0ftIER AND THE PtNElLAS COUNTY HtCHWAY OEPARlMlNT PRtOR TO CUT. AU. DRIVEWAYS SHALl BE IN PASSABlE .00NDth0N AT 1HE END (I" eACH WORK ,DAY, . . CONOIE1EOIt\CWAYS PERMITTED TO IE CUT SHALL BE RESTORED WITH 6 tNCHE.S OF. .3000.'. PSt. CQNCIIC;rE Wl1M. a_. 110.... .CCN1ItAC. TOR.. SHAlL PLACE, EXPAN$ON JOIU BEtWttN BAQ<OF CURB AND tCw 'CONCR[TEORtVEWA Y. ANY POR1'tON Of DlMWAY AT Oft NEAR CUT lHAT SECOMES UNDERMINED SHAlL BE REMOVED PRtOR,TO CONCRE1IIilNGPLACED. EXISTING CRACKS IN DRIVEWAYS SHALL BE DOCUMEHlEOASPRe~EXtS11NC Oft lHA T SECllON REPlACED AT THE PtNEU.AS COUNTY HlGMWAY otPARTMENT's OPT1ON. AREA BENEATH PATCH SHAlL BE MECHANICALLY tAMPED PRIOR.TO PLAQNG CONCRETE. MINIMUM REPAIR VttOTH SHAU,.'K..S FUT \1f11tNO .SECllQr('~ ntAN 5IfEET. SAWCUT EXISTlNG EDGE 8 OF PAVEWEN'f'PRlOR TO CON$1ItUClIQN OF N[W DRIVEWAY, WHERE APPUCABLE. . CONTRACTOR SHAU. HO'RFY. RROPERTY OWNERS ftECiARDlNG SPRINKLER 9. ~. PLANtS.,.ANO MAUOxEs lHA T WIlL BE DlSlUMED DURING' CONSTRUCTlON TO STAlmNG WORk. . TYPE OF SOD USEO 10 RESTORE OIlNER-MAiNTAlNEO AAEA IN RIGHT OF WAY SHAU.8ECOOIDINA lED ..1M ~. . N4Y SIDEWALK ..-uot BECOtCB,UNDERMlNm WUST 8EREMOVED AND REPLACED. S1I)EWAU<S/III/E. 1'0 It RECON$1RUCTEO "THIN (3) THREE DAYS AFTER REMOVAL. ..... EXlSltNG.. SlDEWAtJ< IS RDtO\fD. IT IS TO BE REMOVED TO THE NEAREST JOINT. PlACE EXPANSION JOINTS .uE ...- AND 6- CONCRE11: ABUT. 10. D1S1UJtIIEO ARtA Wl1ltN THE fIGHT OF WAY VIlL BE Ca.tPACTEO TO 100X OF "A*AN OENSlTY P!ltAASHTO- T-99 AND SODDED. 1,. DO .. NOT DJSlURI EXlSTtNC UNOERDRAlN OR STORW SYSlENS. IF FlL TRA TlON BED IS OtS1URBtO. CONTACT THE MEA tNSPECTOR WITH lHE PlNEU.AS COUNTY HIGHWAY DEPAR'TMENT AT 484-atOO FOR ASSISTANCE. 12. NO STOa<PIUNQ Of' WA ltRlAl1N ROAOWA Y OR ON StOEWALK; ALL DIRT AND DE8RtS Yt1U. IE REMO~ FRfJM. '<<)8 StlE DAlLY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART Of DAILY ClEAN-UP. 13. AlL DESIGN. AND CoNslftUCTION WST CONFORM TO THE tMNIMUM STANDARDS SET DO" IN PlNf;U.AS COUNTY LAND DEVELOPMENT. Z0N4NG AND/OR RELA11:D ORDINANCES. AND MINIMUM TESTING FREQUENCY REQUIREMENTS. ,. 2. 3. 4. 5. 8. 7. 8, 9. TOIl FL~A DlPA,nmrrOf lfMRo-..JAL PROTECTION ) I ) } ~y .. PAIR. ','-:'.. ----- ....OtYIlL " . ...' ""tIl!!l~'.J. II.' .,. ...11. . .' ~ A. ORWN 8Y: _D.S.", DATE 11/Qp DSGN BY: V.A.H. ~TE 1'1M CHI<O BY: O.C. DATE 'l/DO REF FU: ~ I' CAD Ftl[:. 54480ET-I.OYtG $CALf: ,,~ 1. AlL CONSlRUCllON SHALL BE IN CONFORMANCE WITH CITY OF CLEARWATER UllUTlES AND CITY OF ST. PE11: BEACH REQUIREWENTS. 2. b'~.r;rf~~T1~t~ ~~.~E~~~w.N~l~~~B J~J1IE~NO REQUIREMENTS. . 3. 'THE CONS1RUCllON SHALL NOT COMMENCE: PRIOR TO OBTAINING AU. NECESSARY PERMITS FROM THE FLORIDA DEPARTMENT OF ENVlRONWENTAL PROTECTlON. SOUTHwEST FLORtOA WA1Ut MANAGEMENT DISTRICT. OR OTHER GOVERNMENTAL AGENCIES If' REQUIRED. ~:~~~~~.. .~ ~~A\tArO~~ 2~R~V~ 'm~R~ ".. . t~E WRPm~ A.N~kT CRANlED 8Y THEPROPER . 0 . OR OPRIA TE EASEMENTS ARE AVAILABlE. 5. SAFE VEHICULAR, PEDESTRlAH.J-ANO BICYCLE TRAFFIC IS TO BE MAINTAINED AT AlL l1MES. THE CON"MAC fUK SHAlL PROVIDE A CER11FlED WORK ZONE tRAFf1C CONTROL SUPERVISOR AS NECESSARY DURING CONSTRUCTION. 6. THE CONTRACTOR'S A TTEN"RON 1$ DIREC11:0 TO THE PROVISIONS OF THE ~~TYS~gr~~fl~~J.tllf&M3~AVATI~.~~THE STANDARDs 29 CFR SECTION 1926.65O, SUo SPARTB) \\ttICH SHAU.APPLY TO CONSTRUCll ,OPERA TlON AND MAINTENANCE PURSUANT TO THIS PRO~CT. ~ONTRACTOR SHAll IMPlEMENT BEST MANAGEMENT PRAcn~S tOR ~'btA~.' ~'DI.TliE~~1ER. Or'M~W-~~~f.~~~OSlON c~~. .9k. MEASURES SUCH ASSOOOIN~ MMbCHINC AND ... . SHALL. BE =ORro~DAt18RtWC~~,w_..PERM~PBA... . ..AREAS MEASURES SUCH AS SODOtN. . G SHALL BE' COMPLElEOm' ... ... SE\4tM .'l,?~YS Of ANY CONSTRUCl1ON ACTlVlTY. TURBfDITY BARRIERS" ~.-__IN. 0 AND MAINTAINED AT ALL LOCAllONS WiERE.THE p. . OF TRANSFERRING SUSPENDED SOlIDS INTO WETLANDS OR 'SURfACE WAlERS EXISTS DUE TO THE CONS1RUC11ON ACT1V1TY. lURSIOtTY 8ARIUERS SHAlL REMAIN IN PLACE AND SHALL 8E"AtNTAINED IN A f'\JNC~ CONDtl1ON AT ~ L~~V~~~~ ~~'M=~D~~~~fJ~T~ZEO SHAll BE RESPONSlBLEIXooFOR 1HE REMOVAL OF THE 'sARRl'ttS. THE XBNMTI~Am-<fWl,~flAY m~~ SHOAUNC THAT 'CAUSES THE GENERAL CONTRACTOR SHALL COORDINA lE AU. WORK PERFORMED BY ANY SUBCONTRACTORS. ' THE CONTRACTOR SHALl ENGAGE A REGISTERED LAND SUR\E:YOR TO PROVIDE ALL PI~ LAYOUT STAK1..~9L.~OPERTY UN[ LOCAnON5. ~~A~R~a:~TME~N.fUNMENT FOR-AS BUlL"" PLANS. lO.I.~JrAlI~w~'W%~~ ~Ol Jllr5mGA~ lI&"'L~I~ _.~k T K. CONOI S THAT Yt1LL BE ENCOUN11:RED. 11. lHE~OCAllON OF' WATERt.tAINS MAY BE ALTERED HORIZONTALLY AND OR VERnCAU. Y .AS REQUIRED BY FIELD CONOtllONS TO AVOID Q8SACLES OR U11UTY CONFuCTS AF1ER 1HE EXlSllNG FAClU11tS HAVE BEEN FIELD lOCAlEO. THE CONTRACTOR SHALl NQTIfY lliE an OF CLEARWATER OR THE ENGINEER FOR APPROVAL PRIOR TO CHANCING PIPE AlIGNMENT. 12. CON"IRACTOR SHAU. MAINTAIN AT LEAST ONE ACCESS ENTRANCE TO COMMERCIAL PROPERTIES AT AU. TlMES. 13. CONlRACTOR SHAU.'MAlNTAIN A SET OF PLANS WITH CURRENT FIELD CHANGES MARKED THERE -ON AND SHALL DELIVER THESE PlANS TO THE COUNTY OR THE ENGINEER 'UPON COMPLET1ON OF CONSTRUCTION. 14. WHERE IT IS NECESSARY TO OEFl.ECT PIPE EtTHER HORtZONT AU. Y OR VER T1 CALL Y. ptp[ JOINT DEFlEC110N SHALl NOT EXCEED 75. OF 1HE MANOF AClURERS" RECOMMOfOEO OEFUCnoN ANQ..E. 15. LOCATIONS INDICA lED fQR AtR RElEASE.' VALVES .tsAPPROXl~1E. THE CONTRACTOR SHALL LOCAlE _RELEASE VALVES IN tHE Fa. AT THE HIGHEST POINT BEFORE 1HE DOWNWARO BREAK IN 'tHE \1CINI , 16. Au. CONSTRUCllON SHAlL CONfORM TO THE FEDERAL MANUAL ON UNIFORM 'tRAFFIC CONlROL DEVICES (MUTCO); THE FOOT RON)WAY AND lRAFF1C DESIGN STANDARDS; THE s1ANOARt5 SPECIflCA nONS FOR ROAD AND BRIDGE CONSTRUCllQN' AND THE MANUAL OF UNWORM MfNtWUM STANDARDS . fOR DESIGN. COMSlRUCTlON AND MAiNTENANCE FOR STREETS AND HICHWA YS (CURftENT' EOtTlONS). 17, AU. MATERlALS lESllNC .SHAU. BE IN CONFORMANCE WlTHCtTY OF ClEARWA11:R "NtUUM ltSTIHO FREQUENCY REQUtREMENTS. CERTlFlED TEST REPORTS SHALL BE SU8MlTlEO TO THE CITY OF a.EARWA TER. " 18. . {c~V~~lR\ ~.~l1~,R~,~r~.~~ OF ~~fOtf"t~ .~Tl-.'. .. . y,rft. H~o~~~n ...... .ET.tN~TE'" SUCH WORK WIlL el:"1E . TO GIVE NOttCE TO THE '. AlE LOCAL LAW ENfORCEMeNT' Y WHICH HAS, JURlSDlCTlON WHERE SUCH (ROAD IS LOCA lIQ PRIOR TO COMMENCING WORK ON 'THIS PR~T. 335.15 F.S, 7/80; 336.07 F.S. 7/88) . . I 'I ( 1. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN (J) DAYS AFTER REMOVAL. ALL DtRT AND DEBRIS .u. BE ReMOVED F'ROM ntt JOB Sl11: DAIL Y. ROADS AND SIDEWALKS TO BE SWEPT DAILY AS PART Of' DAILY CLEANUP. THE CONTRACTOR SHAU.. BE RESPONSIBLE FOR REMOVAl. AND REPLACEMENT CI All EXISTING SHRUBBER. Y J.. LANDSCAPtNGL.Io,t.tAlLBOXES, SIDEWAlkS. DRIVEWAYS PA'JEMENT. EXlSTIN", IRRIGATION STSTEMS DISTURBED DURING coNsTRucnON. OR 0n-t(R EXISTING FAClUllES NECESSARY FOR COMPLElE INS"fALLA nON. IF DRIVEWAY CONNECT1ONS OR OlliER EXISTING FACtUllESIIMP. ROVEMENTS ARE ANTlCIPATED TO BE DISTURBED AS A RESULT Of' THE INSTALLATION OF THE REClAIMED WATER SYSTEMSJ,. IT IS HIGHLY RECOMMENDED THAT PRrOR TO CONSTRUCTION. THE CONTRA\,;TOR OBTAIN PHOTOGRAPHS OR VIOEO TAPE SHOVANG THE EXlSTlNC CONOIT1ON Of ANY SUCH AREAS TO BE AFFECTED. IT IS THE IN11:NT THAT UPON COMPLEl1ON OF THE WORK UNDER THIS CONtRACT. ALL SURf ACES AND F ACtUT1ES WlU. BE RETURNED TO A MINIMUM ST ANOARD OF PROFILE. CONDlllON AND MATERIAL. AS EXISTED PRIOR TO COMMENCEMENT Of THE WORK OR AS DIREC11:D BY THE aTY Of' CLEARWA 11:R OR ENGINEER. ALL DISTURBED AREAS SHAL'- BE SODDED. ANY OTHER WORK REQUIRED, BUT NOT COVERED IN THESE PLANS SHAU.. BE DONE USING STANDARD MATERIALS AND ACCEP11:D METHODS OF WORKMANSHIP. 2. 3. NOT VALID fOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: "Met- Wr-r- -.-c1lT0II TO__ AT LAIUI Ava. __ 110". __"~"'A1L8 a_I 8 ---. OCTAVIO ~A. P.E..f14863 --- ^. 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". ..'.>"31 r x r . . ,1' C..'-S' .."... ,,;. h ,,' '., { . "if' .< .1UlQ( . N01I: 1iM. '...KAY.. tal., .....y . . . 1M' ... , ALL ....,. ....~ IMM&. . . ~ ... . .........-rM. ...- ".... NIl) ClMIIOMI t1I ......... ...,. , ~. to' ~ i I I lit , , .. ... .' SYMBOLS .~ ,~.~ '... " ..'; t. .. ~'~,l\'!: . ...... ' '., . ta', ,',. ~l ~ !;" ~ . .L .'~"" .~ .....'...,.: "::,".,-':",, ~ . ...... A ;..""< 0\ OOMIIIQNS m o WCNiI ANa SIgn WIth ,a-' JC ,r <MM.) 0n1ftte hot AM TWM 8 utftt . T__... Or Tp"'''' 8GIt'toIcII or ..... (WIt It... ..... Lflht At ......t Only). . c.M . Ma, Ie UIM DufItt 00""'" _ I , f)I Wor1t Z.. SIeR . ....P4~ 1. WARNING ABOVE GROUND OR UNDERGROUND UT1UT1ES MAY'BE IN ' niE AREA OF lHIS PROJECT - PROCEED WllH CAUTION. CONTRACTOR IS TO CALL THE SUNSHINE STAlE ONE CALL AT (1-800-432-4770) AND Fl..ORIDA POWER CORPORA11ON AT (1-81J.;842-9591). 48 HOURS BEroRE BEGtNNtNG Wolle. CONTRACTOR TOPROlECT AU.. EXlSllNG UllUTlES IN THE . AREAS OF' CONSlRUClION. .. . . . . "'(.rOOT fNOU"~;"Q',S _da...:6~) . ~', t. ~ '. .". , ,"' '. , . II . V I .. t ..N . ""---- ';,i~' r~ .d1J _ tLLJ N;(~ tRUCTjO~',. ~C. . U.5. 19 NORtH .'" nORtDA '34684 } :{$?} , 1~~~~9.. - .- -./- 2.3.DbtRPRtSl: '~.,::,' . C~... FlOf'l~ ,.....1790 :.,'" "1'j;'. t.. . " , ._~~_~__'.'_._.__~_~~._._.~..~~: ~ .1, "....~ ,:". '1 ,~.~" ".~~,~ J.E.G.EtiQ ~ ~ "7 -;-'Ir-~' . unT. ,unft"~. ~ ..t~ 1. EXlSnNCSlGNS TO BEREt.bcATEO TO A VISIBLE LOCAllON. OUTSIDE ,THE WORK AREA ,AND ~LACED TO THERE ORIGINAl POSITION AFTER. CONSlRUCTlON. . 2. OFFSITE CUL VERT AND SWAlE CONSTRUCnON TO BE COMPlETED PRIOR TO ANY ONSllE CONSlRUCl1ON A'l1V1TtES. 3. ONStTE STORMWA 1ERPONO' TO ~. CONffRUCTEO PRIOR TO STORM . DRAIN SYSTEM INSTALLAl1oN. ' 4~AlL. OfFSlTE AREAS THAT ARE DIS1\JR8EO DURING CONSTR4CTlON SHALL BE SODDED AND REPAIRED TO THERE EXISTING CON~rnONS. 5. roOT 510 INDEX 800 SERIES AND MUTCO SHALL BE FOLLOWED FOR TRAFflC CONTROL toR OfFSlTE WORK AND AT TIME or CONNECTING PROPOSED CUL-OE-SAC'S TO THE EXISTING ROAOWA Y. (SEE FOOT STD INDEX 802 AND 605). GRAPHIC SCAl!: ~ 100 0 200 400 ~ I t SCALE .. FUl 1 INCH - 200 Ftty too , t ~ LLUJ LLLLJ UL DRUID RO ,. \ \ (~ WORK ZONE JEFFORDS ST AND IN<E AVE ..- WAY ~ I(~X~~;X; , t '~f ~JJ ci ... Il\..): KEYSTONE CT ~ ft ~;rl-l / ~::1...J: Jj' .J: ; loP PROPOSE[~ SIT}\ -g r MAGNOUA DR rJ..F 1'3:0 r l'tf-P\- Y J ~~~ ctoc~) A } "-- SANDSTONE CT " f\ - LOTUS PATH '- f-- I I ~ FLAGSTONE CT J1 - I UDLElGH ST ~ ~ ~ \ - ,... $: ~ ~~ ~ ~ '" '''It..... ~!~ / ~~ ./ / It It ~~ ::0 P:::o 00 V> )> ""'0 o ... ... = If JEFFORDS Sf ~~i ~ ~ l2 ~ ~ ~ _.~- ...J o ..... .. J ! END DETOUR M4-8A BARRY RD I V) ~ t: "" .., t;; END DETOUR lA4-8A ~ W liI: S TUSCOlA RD \' It It 1--- '" ILLINOIS ST I 16-vYi I ~6-1'V'4 OTTAWA RD ..... I > v ~no.13<i I t ItS!!!!iIl "" '- ......= - , ~ = 1l \ - ; I ... -- ---- ~- .-' < 'V ~00l30 ""'-- ) .. ' LAKEVIEW RO ... "'1'} --...; c WORK AREA TYPE III BARRICADE W jFLASHING LIGHTS qfI fcrJ a^~ ~ I ~ ~ ~. )~ :u ~ f ~ I ~ r ! " WORK ZONE SIGN .... '-. TRAFFIC FLOW DRWN BY: ~ DATE 11/00 ~ BY:, ~A.H, DATE 11/0Q CHKO BY: O.c. DATE 111.00 REF' FIlE: ~ CAD f1LE: ~~10 SCAtt: AS tl:IQWN NOT VALlO FOR CONSTRUCTION UNLESS SIGNED IN TtIS BLOCK DATE: r" ..b-~ .... .to:. OCTA\1Q CABRERA. Pot.." A E .. . ~_~,._^..-L~~--"-,-.__.,-:,:., _..L '4' ,! " '; -'-~--------- " I .'<: .... ' .~ .!=~" !m~ii:, ''I ~C. '. 1~~' ',,>,"'~ ,"""',,,,,; ~~~"t.\ '" .;"t,:-' ~~~ '~ :"', )" f ,. I .. '. ) , 'Y"-""";- , . '., ,! "If ~ "'" . t "'j1':~r~/','Tr. .. '1,,,".. ~ .. '!!',;~ ' ~'r' . -, ....,~... \ --'T."''"' ,'::'~fP-: ': '- , :', y') \ :~",P~:,,\ , - I , . -, .~ -0;: " ~ < <. " ,':t '. ." ..~, " , .~. " ,~ ~' .:> .'t'~~~ t1'" . QC' " ~~;:: :~~' , ,'t:;'",' ,li' <~~~{~,.~ .~ ,j'-$. .~. ~!'~:': " I., <. " ',- ,," ~ ' . I I, I ..... " t. f t "' .' i I i I ,.J' , I Iii l I \ " .., .', . \ ~~ a 0.:' ~ ' .. I , "~ . 1 , I I JO f5 DRUID GRQ S REPLA T -PB' 46 PG 1 DRUID GROVES PB 15 PG 46 GRAPHIC SCALE: o "'''' 30 60 .Il:. ~";:. lit... , ,.,. t) .' ." f'. ~\'1 ~ i\:.lri',. t'~" .. ~' ~;::~ ~.,' f"~: t1'-r, *" ':lj; f;c' , ,:l.. ' ~; -. f "',;",H 90 ; '. ! SAN MH e RIM 64,O~ INV N 53,9 INV W 53.5 1 INCH . JO FEET 1. I I .; ; ,. ~~ '" ~. t ,~ :,>' " '\"> ~. I - .". ... .,.. ,,:>' ~' .... ;rr-- -tJ' ~ -..""f'j; .. -..... ~ ,. " . l~"~ ,~ -:\J.......----..--. . +~.f .,~L +4)'" .. .''''' ~ y~ ~ + ,....~..........,.,... ... +, ~' '00,' + .... ,,~ . I T. VALVE ,~ " ~~ + VALVE ~~ ~ ,t';V ".... , ~ ~ if:. ~ '.' ~4x\:'~ !<,,: . ~'~t!, , + * In& Il"e )JE "- 13" '\~ <0 + .. *1:r , 24''cEOAR ~ 13" .. LOT 8 '20~ 12" ". 2" ~. 5" <0 + 11" '\'I. ,.;;t. - ii;: . "\' . {~ :, . i,~ r'>"~" ~,~~~ ; )JE 14" ~11" tftIE ... ..":>;, + ~ 14- ~ ~ 14" ~~2" .1'1 PLAT BOOK 61 LIVE, OAK CQURT EX: SAN MH Rtw "'3.25 rNV S 39,30 . @ EXIST. PAG[ 8.3 6'UTIlITY EASEMENT ~ PARCEL 1 _I~ *..- ," *1.. ~:>t j, ~i ~ 0, ~' o . . :,>" tI .....,; ,." .,.~ + ., .". \.. . .. ''.ll.-_ .y ...... LOT 7 o i .. *1'- o UJ l= :5 a. z :::> . '" .'4" I~ l() ':'.... j;. ~i ~ +- ., ,.., , *1.- \ lI' t " 'i' ~, '- \, ':" "\ ' .. ~: - - - Ts' UTILijjrEAsEMENT .', ~! fIJi....'?", , ..~~-.. ~~ ... \ \.~ .......... .......... '0 It,. 14" ... lr.., ;' . : f , I -, I 6'UTtLlTY EASEMENT ..... ~~$ + lOT 16 " ,~ '0 ... .....ia lQ'" ltr 23 ~ . ~' + . ~ ~~ fO + LOT 1 4 )(47,8' lOT 15 lOT 22 . , ,. :> LNE OAK ESTATES P~T BOO~ 62' P~GES 15~'6 lOT 21 " ~ '~; ')- . ~ \ ... NOTE , WARNING .. ALL EXISTING BUILDING, ASPHALT, AND UNSUITABLEMAT~RtAlS SHALL BE REMO'VED FROM PROJECT S~TE TO AN APPROVED LOCATION. NO MA TERtALS Wj'llBE STOCKPILED .,WfrHI.N "~E ROW OR AON PRIVATE PROPERTY. " HQlE;,. NO TREES TO BE REMOVED PRIOR TO APPLICATION BEING POSTED ON SITE. ALL TRIEES. OTHER THAN THOSE MARKED TO BE SA VEO. SHALL BE REMOVED :." WItiD. ABOVE GROUND OR UNDERGROUND UTIllnES WAY BE IN'" THE AREA OF THIS PR<hECT - PROCEED WllH CAUTlON. CONTRACTOR IS TOCAU. 'notE SUNSHINE STATE ONE CALL AT (1-800-.32-4770) AND FlORlOA POWER CORPORATlON ' AT (1-8'".,JI42-9591). 48 HOURS BEfORE eEGINNING WORK. CONTRACTaA 10 PROTECT AlL EXlSnNG UllUllES IN THE ' AREAS Of CONSTRUcnON. ~_ @. 10 E IIIICMIl <3_0 ... 10 E SM1D " . NOT VALID FOR CONSJRUCTION UNt.ESS stGNED IN 11iIS BlOCK DATE: ',. ,~, " ,'1, ,~, ,Jo.. .... V I . I . N . - it DRWPf BY; ,o.s.... 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