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1601 DRUID RDAPPLICATION FOR LAND CLEARING & GRUBBING PERMIT CITY OF CLEARWATER TER. C PLANNING & DEVELOPMENT SERVICES (727) 562 -4741 DATE -!Z '7 Zd _,2 RECEIPT NO, A non - refundable filing fee of $10.00 is required. Permit applicable for 6 months from date of approval. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below. 1. Location of Property: 1601 2. Project Name: S,;1,1 %E TIP TC J oJ Y010E1 /'i G-4 IciT A/lE 3, Purpose of clearing and /or grubbing: lew Construction ❑ Demolition ❑ Tank Removal ❑ Other 4. General description of existing vegetation, topography, and surface water (including all existing and /or proposed ditches, canals, and swales) 5, Proposed method of debris disposal L a A o ir 2 6. Date you plan to begin work lq5,14 P 7. Proposed method of soil erosion control _S /, L f 8. ❑ No -Tree Verification Required .Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF SECTION 52.08, CITY CODE OF ORDINANCES REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. Signature of Owner or Owners Representative QC/4 Printed Name } y�� Ca_,gir Qr- Sv17-12 "1Y Address city State Zip Representatives' Firm 7-)-7 - -- a A P 9 7 4 7 r7;1, — 6°),4V Telephone Fax Applicant must include Aerial Photograph or Scaled Site Plan showing property boundaries and limits of work. This is NOT a Tree Removal Permit. Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted Above ❑ Denied Signed: Date: !,,1,3 City Manager r Designee I � Y CI,EWA'I'EIZ Brian J. Aungst, Mayor- Commissioner Ed Hart, Vice Mayor- Commissioner Whitney Gray, Commissioner Hoyt Hamilton, Commissioner Bill Jonson, Commissioner White - Planning & Development Services Yellow - Applicant 1362- 0002 -GC 7 -01 -D m 3 SEA` "� CITY OF CLEARWATER a PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT 9TEl1E L �J K A ; c-1-1 C 5� r �j SON FOR REMOVAL: NAME OF OWNER "' '� ^� � "'� � - r.1D, nstruction OWNER'S ADDRESS __16� C Q,� r S ;0 So r�'!z 'pi Cwt' �A*7 _ rm # PHONE `j' .:� � e � � � „ SITE ADDRESS /6 � / �,2y1t9 R.(1 See A below s.ir� PC 4,d ❑ Hazardous LOCATION OF TREE(S) ON LOT L) Declining Z SPECIES AND NUMBER OF TREES) S� �` (-'� ❑ Dead O ALM ❑ Other (Specify) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. Fee 'd. $ Re ei A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protecte tre (s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. he site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement I. All easements and Rights -of -Way (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications. B) REPLACEMENTS 1. Tree replacement minimum standards: 12' overall height, 4" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from the permit issued sbDIxopder it null and void and be considered a violation of the Community Development Code, Signature of owner or applicant Printed Name r{gdo ca Fr f— S/dlz' 5" 7,jE `H Address CL vrr1k, Fc 33 -?Ga City State Zip Agency Representing OCL # `7oi ) S - a -R F et Phone 7t7 5 ,7.a —6A Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Desianated Aaent Applicable Code Section: a� Based on the Inspector's comments and information submitted, the above removal application is: 0 Approved as Submitted ail Approved- Modified as Noted Above ❑Denied Signed: �� Date: _..� /�"� Commun4 Develop m" . nt Coordinator or Designee /Inspector Valid for six months from the date of issuance. Qfj /?1)9-1 /�' // Landscape Final PERMIT #: BCP2002 -0%44 SITE ADDRESS: 1623 JACOB CT ACT PROJECT NAME: SUN KETCH TOWNHOMES AT LAKE AV PROJECT DESCRIPTION: NEW TOWNHOME LOT 6 B WITH BONUS Scheduled by IVR on Thursday, May 08, 2003 @ 9:48:20 PM.Contact: 037404 CONTRACTOR: ,CBC036558 OWNER: SUN KETCH CONSTRUCTION INC 4900 CREEKSIDE DR #H CLEARWATER 727 -592 -0289 INSPECTOR COMMENTS: RESULT: DATE REQUESTED: 5/9/2003 ATLAS PAGE: 297B $ 135,212.00 ILAN DEVELOPMENT STANDARDS § 3 -1205 als shall be attached to two -inch by two- installed via tunneling or directional inch upright posts. Upright posts shall be boring as opposed to open trenching. made of wood or other suitable material b. When pruning lateral branches of approved by the community development protected trees, the proper pruning coordinator, be at least four inches in height and be spaced no more than 50 feet techniques as described herein, must apart. No ropes or ribbons shall be at- be followed. Flush cuts (pruning cuts tached to any protected tree. The commu- that remove the branch collar) and nity development coordinator shall make stub cuts (cuts that leave a stub on the final determination as to the location the tree) are improper pruning tech - of the protective barrier. niques. Any tree that has been im- properly pruned will not be recog- 6. No signs, building permits, wires or other nized as a tree left on the property in attachments of any kind shall be attached a healthy growing condition; and to any protected tree or palm. Guy wires therefore will not be utilized to meet designed to protect trees are excluded, tree replacement requirements. however, from this prohibition. 2. It shall be unlawful to remove from a 7. a Y times, due care shall be taken to protected tree more than 30 percent of a protect the critical root zone of trees pro- tree's foliage during a period of one year. tected by this section, and root pruning requirements shall apply to such trees. 3. It shall be unlawful to perform the tech- niques of topping or other pruning tech - F. Proper tree care; prohibited tree pruning. niques that remove the vertical leader 1. When construction activities affect pro- stems of protected trees except to the extent permitted by this section. tected trees so that the critical root zoned ` -` is disturbed, or when pruning must be 4. When trees must be topped, such as in performed on a tree's crown, adherence to instances where there is interference with the following arboricultural techniques is overhead wires or nearby structures, a required: tree removal permit shall first be ob- a. When the critical root zone will be tained. The community development coor- disturbed, affected roots must be sev- dinator will determine if the tree can ered by clean pruning cuts at the tolerate the necessary pruning, or if the point where construction impacts the tree should be removed. The community roots. Roots can be pruned by utiliz- development coordinator will indicate on ing trenching equipment designed the permit that the removal of the tree for this purpose or by hand digging a will be permitted, or will modify the per - trench and pruning roots with a prun- mit to allow the necessary pruning, or ing saw, chain saw or other equip- may deny the permit. ment designed for tree pruning. Roots 5• When determining whether more than located within the critical root zone the allowed 30 percent of a. tree's crown that will be impacted by construc- has been pruned, the community develop - tion must be pruned to a depth of 18 went coordinator shall use the following inches below the existing grade or to information to make a decision: the depth of disturbance if less than 18 inches from the existing grade. a. The quantity and diameter of verti- When underground utility lines are cal stems pruned; to be installed within the critical root zone, the root pruning require- b. Typical crown characteristics of the ments may be waived if the lines are affected tree species; Supp. No. 6 CD3:47 J ?frTKo�°tf IlDo cl vc ogr- cf- § 3 -1205 -71Z Z?q 2a q COMMUNITY z L�Fc, CODE f. Credit for undeveloped multi - family 2. Protective barriers are to be constructed and commercial property. Twenty- using no less than two -inch by two -inch five percent of the DBH of the trees lumber of upright posts. Upright posts are existing on an undeveloped property to be at least four feet in length with a zoned MHDR, HDR, or any commer- minimum of one foot anchored in ground cially designated property shall be and three feet above ground. Upright posts permitted to be removed with no are to be placed at a maximum distance of requirements for tree replacements. eight feet apart. Horizontal rails are to be This removal allowance may be used constructed using no less than one inch by only one time on any particular site. four inch lumber and shall be securely g. Waiver of replacement trees specifi- attached to the top of the upright post. cations. The community develop - The community development coordinator ment director may waive the charac- must approve any variation from the above teristics, or species, of the replacement requirements. trees only if the applicant for devel- 3. Whenever a protective barrier is required, opment approval demonstrates to the it shall remain in place until all construc- community development coordinator tion activity is terminated. The area within that such size is not readily avail- the barrier limits shall remain undis- able in the market area and that the turbed by any activity during construc- proposed landscaping treatment with tion. Native ground cover and understory replacement trees is equal to or su- vegetation existing within the barriers perior to the landscaping which would shall remain throughout construction. Ex- have been provided with the larger otic plant species may be removed provid- trees. ing written consent is obtained from the h . Qr of replacement requirements community development coordinator. Plant °public The species removed with the consent of the for unlit projects. com- muriity development coordinator may coordinator may be removed only by man- exempt the city from the tree replace- ual labor utilizing hand tools or by other ment requirements solely for public approved methods. utilities projects. 4. Prior to the erection of any required pro- tective barrier, all surface foreign mate - be from - i 6 during construciion daiUitaes rial, trash or debris shall removed __ =:_ _,_. the area to be enclosed by the barrier, and 1. A protective barrier shall be place around after erection of the barrier no such ma- all protected trees prior to land prepara- terial or litter shall be permitted to re- tion or construction activities according to main within the protected area. No equip - the following: ment, chemicals, soil deposits or a. At or greater than the full dripline of construction materials shall be placed all species of mangroves and sabal within such protective barriers. palm trees; 5. Large areas on a development site, where b. At or greater than the full dripli.ne of land preparation and construction activi- all protective native pine trees and ties will not occur, or where heavy machin- other conifer tree species; ery will not venture, shall not require protective barriers as otherwise required c. At or greater than two- thirds of the by Section 3- 1205(E)(1) above. Such areas dripline of all other protected spe- shall be delineated at the point of inter - cies; face, using a woven fabric ribbon or other d. At or greater than the full dripline of materials approved by the community de- trees within a specimen tree stand. velopment coordinator. Approved materi- Supp. No. 6 CD3:46 ft"f3 C O N S T R U C T I O N I N C. Thomas Quartetti Vice President 4900 Creekside Drive phone (727) 592 -0289 Suite "H" fax (727) 592 -0299 Clearwater, Florida 33760 Iic. N CGC- 007832 email: tquartetti@sunketch.com TLS and Maintenance Inc. 8030 Plathe Road New port Richey. FL 34653 Tel (727) $45 -7014 - ' Fax (727) 8410986 December 23, 2003 City of Clearwater Attention: Scott K.urlman Re: Lake Ave Townhomes As per our discussion on 12/22/03 @ 2:00 p.m., Landscape Creations-will replace any of the trees currently in shock from transplanting if they do not recover by 04/01,/04 Sincerel /y, ►dy Burks, President Landscape Creations Florida Certified Landscape Contractor cc: Sunketch Construction I.a qd M -.reatiorts and Maintenance Inc. 8030 Plathe Road New Port Richey, FL 34653 Tel (727) 845 -7014 Fax (727) 841 -0986 TP ANSMITTAL COVER SKEET DATE. NUMBER OF PAGES INCLUDING VER SHEET T0; • ATTIV; GLi1 ��Q'aC.FR0M. FAXV (727) 841 -0486 FOR YOUR REVIEW YOUR COMME 4TS PLEASE YOUR RECORDS YOUR APPROVAu PLEASE _,._,,,,`YOUR REPLY'PLEASE MESSAGE: THE INFORMA71ON ZEN—,. UNED IN THIS TRANSMISSION IS PRIVILEGED AND CONFIDENTIAL, IT IS TIDED FOR THE USE OFTHE INDIVIDUAL OR ENTITY 14AMED ABOVE. IF THE READFR t >F 'HIS MESSAGE IS NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED 771 ►T .kNY DISSEMINATION, DISTRIBUTION, OR COPYING 01•' THIS COMMUNICATION IS MIC 1.Y PJROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN EPIOR. PLEASE NOTIFY US IMMEDIATELY BY TELEPHONIC COLLECT AND RMRN THE O,RIGNAL (MESSAGE TO US ViA THE UNITED STATES POSTAL, SERVICE TO 8030 PLATHE ROAD— NEW PORT RICHEY, FL 34653. THANK YOU PLEASE NOTIFY US IF NOT RECEIVED PROPERLY AT (727) 845 -7014. Landsct%pr :.' -eations .S 1� and Maintenance Inc. 8030 Plathe Road New Port Richey, FJ, 34653 Tel (727) 845 -7014 Pax (727) 841 -0986 December 23, 2003 City of CIearwater Attention: Scott Kurlman Re: Lake Ave Townhornes Asper our discussion on 12/22/03 @ 2:00 p.m., Landscape Creations, will replace any of the trees currently in shock from transplanting if they do not recover by 04/01/04 Sincerely, Randy Burks, President Landscape Creations Florida Certified Landscape Contractor cc: Sunketch Construction D MOB, [EDTIE JAN 0 6 2004 QEVisL tryEr1 1, S EPIVIi d ,PT �Gu dwl� (U, E(�j Sin. W4L AQ1s. L190AL DESCRIPTION VICINITY MAP SHEET INDEX SEC-TION 14, -TOWNSHIP 29 SOUTH, RANGE 15 EAST SUNSET POINT RO "4 ST 1 COVER SHEET PINELLAS COUN-T-Y, FLORIDA 2 BOUNDARY SURVEY I)ESCRIP-TION o 3 PROPOSED SITE PLAN PARCEL 1 TOR 3766 PAGE 1206) BEGIN AT HE NORTHWEST CORNER OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PAGE 63 cAfSEAAf 4 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N.00'0728"W., ALONG I-FIE EAST C�PEN ST PAVING GRADING AND DRAINAGE PLAN RIGHT-OF-WAY LINE OF LAKE AVENUE, 449.36 FEET; THENCE S.88'50 36 "E., 310.63 FEET TO A POINT CWF13ELL ON THE WEST BOUNDARY OF LIVE OAK ESTATES, AS RECORDED IN PLAT BOOK 62, PAGES 15 AND 16 60 FLORIDA; THENCE S.00'06'31"E., ALONG SAID WEST OF THE PUBLIC RECORDS OF PINELLAS COUNTY, Guf 10 E LV .5 OFFSITE GRADING AND DRAINAGE PLAN 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. QRQ0 RO A I 6 WATER AND SEWER PLAN PARCEL 2 (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 4C LINE 105'50 19 /f'ND DRAIN A THENCE 5.00'05*50"E., 33.0 FEET FOR A POINT OF BEGINNING; THENCE CONTINUE S.60'05'50"E., 150.0 9 TAMPA BAY 7 PAVING, G RAIDING FEET; THENCE N.88*53'28"W., 110.78 FEET TO THE EASTERLY RIGHT-OF-WAY LIME OF LAKE AVENUE, A G E DE'rAIL,1 150.0 FEET TO THE SOUTHERLY LINE OF DRUID ROAD; THENCE S,63*53'23"E., ALONG THE SOUTHERLY \MI-IAR RD LINE OF DRUID ROAD, 110.84 FEET TO THE POINT OF DEGINNING. -R AN 'D O-EWER DETAILS J 8 WATE PARCEL 3 8 FE OW j COMMENCE AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4, RUN SOUT 3 ET, THEN A EAST 33 FEET FOR A POINT OF BEGINNING; RUN EAST 310 FEET, THEN SOUTH 145 FEET, THEN WEST GENERAL NOTES AND MIO oC. DETAIL ;S 310.6 FEET, THEN N 140 FEET TO THE POINT OF BEGINNING, CONTAINING 1.01 ACRES, MORE OR LESS. 6 ""VIRONMENTAL CONTROL PLAN Na 0 T AND EI'm vwx ALL OF WHICH BEING FURTHER DESCRIBED AS FOLLOWS: 10 Ivi THAT PORTION OF THE SOUTHWEST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 29 SOUTH, EAST 8AY T 11 '"XIST'ING' '*ITE AND DEMOLITIOIN' PI_AN RANGE 15 FAST, PINELLAS COUNTY, FLORIDA BEING MORE FULLY DESCRIBEID AS FOLLOWS: S THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4 OF 1HE SOUTHEAST 1/4 OF SECTION A SECTION 14, 555,00 FEET; THENCE N.89'52'11 "E., 33.03 FEET TO THE _ASrERLY RIGHT-OF-WAY LINE N H 13 `3) COMMENCE AT � k� 14, THENCE N.00'07'28"W., ALONG THE WEST LINE OF THE SOUTHWEST i/4 OF THE SOUTHEAST 1/4 OF PROJECT, 12 LAND' CfAPING PLA'km QY O'f E OF LAKE AVENUE (66' RIGHT-OF-WAY) SAID POINT BEING ALSO THE NORTHWEST CORNER OF LOT 8 OF SITE LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PAGE 83 OF THE F-U1]ILIC RECORDS OF PINELLAS :�Q APE DETAILS (BY OTHE" Fit"') COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE N.00*07'23'*W, ALONG THE EASTERLY RICH T— 1:3 LAN[)k1` OF-WAY LINE OF LAKE AVENUE, 742.77 FEET TO THE SOUTHERLY RIGHT-CF-WAY LINE OF DRUID ROAD �6' FRIGHT-OF-WAY); THENCE S.88'53'27"E., ALONG THE SOUTHERLY RIGHT-OF-WAY LINE 0;:" DRUID OAD. 110.30 FEET, rt-iE�,4cE S.00*11'28"E., 150.02 FEET: THENCE S.88'5_3'16"E., 199.90 FEET To THE WEST LINE OF LIVE OAK ESTATES EXTENDED, AS RECORDED IN PLAT BOOK 62, PAGES 15 AND 16 OF LIGH'FING PLAN (TO BE FURNISHED BY F.P.Cr.) THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE 3.00'07',39"E_ ALONG THE WEST LINE OF LIVE OAK ESTATES AND THE NORTHERLY EXTENSION THEREOF, 585,69 FEET TO THE NORTH LINE OF TPCI AFORESAID LIVE OAK COURT; THENCE S.89'43'23"W , ALONG THE NORTH LINE OF LIVE OAK COURT, 310.34 FEET TO THE POINT OF OEGINNING, CONTAINING 4,58 ACRES, MORE OF? LESS Q ITE DATA Section 14 0 Township 29 South, Range 15 East, EXISTING PROPOSED Pinellas County,, Florida TOTAL AREA 4.68 AC/199,225 SF 4.58 - AC/199,225 SF CCNS'rRUC'TION, INC. DRAINAGE BASIN 3.98 AC/173,587 SF 3.98 AC/173,587 SF 1601 EAST DRUID ROAD 36460 U.S. 19 NOR TH PALM HARBOR, FLORIDA 34684 LAND USE COMM./SAW MILL RESIDEN rIAL PHONE: (721) 789-8899 ZONING LMRD LMRD/INFILL SE rBACKS: FRONT N/A 10-26' 13ACK N/A 0%, MANI SIDE N/A 0-15, No'rrns: EIMMIMMM a DWELLING UNITS N/A FLOOD ZONE NO TE: THIS PROPERTY LIES WITHIN FLOOD ZONE C, AS SHOWN ON FOOT PRINT FEMA FLOOD INSURANCE [RATE MAP, COMMUNITY PANEL #125138-0108C, 6/1/83. CUMv§!3R,.,.Y & FAIR9 INCm FLOOR AREA/DWELLING UNIT NIA 1800 SF_ GROSS FLOOR AREA /DWELLING UNIt N/A 2423 SF CONSULT1,100 CIVIL HHOINEERS . PARKING SPACES EB #2168 PROVIDED N/A 2/UNi r VEHICULAR USE AREA 63,735 SF/3/% 31,220 SF/18% GINEERINr, P LA N_ N-1 I NCB LAN,L) SURVEYS IMPERVIOUS AREA 140,696 SF/81% 80,456 - S-F /46% 2463 ENTERPRISE ROAD CLEARWATER 797-8982 PERVIOUS AREA 32,892 SF/19% 93,131 SF/54%---- CLEARWATER, FLORIDA 33763-1790 TAMPA 225-4333 POND AREA N/A 7,080 SF/ WARN11m(i S11W N/A 41.9' ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN Dt'W 25/24 N/A 46.3' THE AREA OF THIS PROJECT - PROCEED WITH CAUTION, CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL TOO N/A 47.0' AT (1-800-432-4770) AND FLORIDA POWER CORPORATION AT (1-727-866-5151). 48 HOURS BEFORE BEGINNING WORK. ros N/A 44.0' CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE WEIR ORES N/A 46.2' AREAS OF CONSTRUCTION. ro) a v 3 93 1 C3 Pi 0 RY VATTA SY DArd 0_4kdCr4P1"KW NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN TPIS BLOCK DATE: W 04 J EA F V f Fi c I P'L !Jf3 LAKE AVENUE R == 2 5'TYP PROP 5- S/W N;00 '24- 742.77f w fI 30 15 0 f 30 z SCALE IN FEET [J3 1 'J P6 1F,, 4 lf� C AF - E '11FTMNY a t �wmwmm San kno-T-b-so �rAlftft ws""is� t A� PROP 5' S/W X SAN 0 F DETENTION POND LATER SEE SHEET 9 I I a l I FOR POND/WEIR DETAILS Lj 14 ILI A'� F k LATIERA 8'13"1 i D.H.W. 30 EX SAN in 25� 46.42 115 li 9 7 ol lo IT, ccX\)j - - ii I - 10' uTi! l-, I - I - - -* 1- - 116 r29 IAi f --� � � _n `� � '„ I ( °_I � � I �" � AZ 5 5 FAHVEI EASEMENT 15' 6 3.4' C, � - - i r T N F OTT. EL. 44.0 ))C 1 _ -- - N1, 32 PARCEL - - 004- co 41' --TR 14 010 4* ix lip 14 kiV 2�,� -T 18 17 52' 15, Ulltlr� X,, E 15 2.8 7' 4 0 12 ^co '4 SAN M 0 RiV 6 72 28 f I INV W 4,50 LIVE 6AK 10' Ulil-ITl 10"CED AR INV E 52 ic3 2 18 LASEVENT 27 INV S,54.68 INV N;54,61 00 COURI\ li I! I I 7�1 0 10' r ------- EASEVIENT 11 "TREES ------ :,---j 10"Cipus A NJ w -:c N 14* C'4 To t A V F- 0 Lu 1 0RAflAGE uj:) s i 00 ,- - -- - - -- - - -� -` T� I Ty 10, lf��. , 1 10 3 19 26 14* r A F, T od V) w -lCr' NO O' 18'18 2 6.1 20" 3.67 4 9 ',PARCF!- _3 20 25 T .......... �7 7"18'TREE R E D I c- Fl, E S s I � I I " -1 * CRA'NACE, A��D V - UTILITY FASEVE4-rj� 9 0 �4 24 7T 14' 5 -- , I/ KD I PLC41-TT 12 - 7i t 8 21 2A or j <23+00 w 7 22 0 23 L Lo 6 6• 12 10 8* 8' 12' 4 I-- -- =- - 'aF it 4*1 7.5' UTILITY EASEMENT 4 �1� - I - - - - - - - - - - 9. lc - - - - - - - - - - - - - I - - - - - - 14 10. 10. 6'TREE 14* 18" 0 60 .69 w CD 1 _I_ 8'l 5* 12- 24* - " -* . j 20 TYP. BUILDING DIMENSIONS .0 -- .- - - � J 13 14* t 160 150 4 'T 10'UTILITY I - OF 22 EASEMENT 1V' MATE 10"UTILITY EASEMENT LINE -FAOLE 6'UTILITY LINE BEARING DISTANCE EASEMENT TREE LEGEND 1 WEST 5.02' 2 WEST 5. 01' f, 11 CHINABERRY (SIZE NOTED) C-,, (+ III" OAK (SIZE NOTED) U FR V E E3 'rALE CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG J,' AP TYPE & SIZE NOTED 1 14'29 54' 28.00 7.08 7.07 3.56 N 82'37'35"E 2 42'00'45" 25.00 18.33 17.92 9.60 S 69*07'05"E PALM (SIZE NOTED) 3 3*26'06" 43.00 2.58 2.58 1.29 S 49*4945"E CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG 4 51'22'05* 43.00 38.55 37.27 20.68 S 77'13'51 "E DENOTES TREE TO BE 5 77*12'34" 43.00 57.95 53.66 34.33 N 38*28'50"E 15 32'24'16" 43.00 24.32 24.00 12.49 S 35*20'41 "E 6 77'12'33" 43,00 57.95 53.66 34.33 N 38*43'45"W 16 51'22'05" 43.00 38.55 37.27 20.68 S 71'13'52 "E BR REMOVED 7 51'22'06" 43.00 38,55 37,27 20.68 S 76'58'56"W 17 76'26'45" 43.00 57.37 53.21 33.87 N 38'51'43"E 8 31"13"34" 43.00 23.44 23.15 12.02 S 35*41'06"W 18 77'58'22* 43.00 58.52 54,11 34.80 N 38'20'50 "W 9 68*15'49* 25.00 29.79 28.06 16.95 S 54'12'13 "W 19 51*22'05" 43.00 38.55 37.27 20.68 S 76*58'56"W 10 1*32'25" 25.00 0.67 0.67 0.34 S 89'06'20"W 20 1'44'58" 43.00 1.31 1.31 0.66 S 50*25'25"W 11 14*57'38" 28.00 7.31 7.29 3.68 N 82*38'39"W 21 40'19'36" 25.00 17,60 17.24 9.18 S 69*42'44"W 12 19'02'31" 28.00 9,31 9.26 4.70 N 80'21'17 "E 99 32'33'54" 28.00 1591 1570 818 N 73*50'31 "W 13 2'37'00" 25.00 1,14 1.14 0.57 S 88'48'58"E 23 24'52'22" 160.00 69.46 68.91 35.28 S 77*41'17"E 14 68*21'54" 43.00 29.83 28.09 16.98 S 53'19'30"E 24 23*43'36" 160.00 66.26 65,78 33.61 N 78'00'44"E R 0 V I 1 0 H s & FOR DRWN BY: D.S•M• DATE 11 /00 CUMBEY FAIRO INCe -s y otscRipnom 1 By 061CRiPTION DATE <1 A 41A V.A.N. CONSULTING CIVIL ENGINEERS 0.8. 2168 / L.B. 2161) PLANNING LAND- SURVEY 246,5 ENTERPRISE ROAD CLEARWATER (727) 797-8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223-4333 CONSTRUCTION, INC. 4900 CREEKSIDE OR, SUITE H TURTLE CREEK BUSINESS CENTER LAR60, FL 33760 PHCINE,�: (727) 592-0289 lualiN Of: DATE r- 1 11 vy CHKD BY: O.C. DATE 11 ZOO REF FILE: 5440XREF•DWG CAD FILE' 5448CP-2 SCALE: AS SHOWN -1 YH 1� I- 711--- Vim \je.-)BbURNj, #47149 A L01IDA REGISTERED ENGINEER 201 I DATE: SHElf 91 J W 0> Ad LAKE AVENUE R == 2 5'TYP PROP 5- S/W N;00 '24- 742.77f w fI 30 15 0 f 30 z SCALE IN FEET [J3 1 'J P6 1F,, 4 lf� C AF - E '11FTMNY a t �wmwmm San kno-T-b-so �rAlftft ws""is� t A� PROP 5' S/W X SAN 0 F DETENTION POND LATER SEE SHEET 9 I I a l I FOR POND/WEIR DETAILS Lj 14 ILI A'� F k LATIERA 8'13"1 i D.H.W. 30 EX SAN in 25� 46.42 115 li 9 7 ol lo IT, ccX\)j - - ii I - 10' uTi! l-, I - I - - -* 1- - 116 r29 IAi f --� � � _n `� � '„ I ( °_I � � I �" � AZ 5 5 FAHVEI EASEMENT 15' 6 3.4' C, � - - i r T N F OTT. EL. 44.0 ))C 1 _ -- - N1, 32 PARCEL - - 004- co 41' --TR 14 010 4* ix lip 14 kiV 2�,� -T 18 17 52' 15, Ulltlr� X,, E 15 2.8 7' 4 0 12 ^co '4 SAN M 0 RiV 6 72 28 f I INV W 4,50 LIVE 6AK 10' Ulil-ITl 10"CED AR INV E 52 ic3 2 18 LASEVENT 27 INV S,54.68 INV N;54,61 00 COURI\ li I! I I 7�1 0 10' r ------- EASEVIENT 11 "TREES ------ :,---j 10"Cipus A NJ w -:c N 14* C'4 To t A V F- 0 Lu 1 0RAflAGE uj:) s i 00 ,- - -- - - -- - - -� -` T� I Ty 10, lf��. , 1 10 3 19 26 14* r A F, T od V) w -lCr' NO O' 18'18 2 6.1 20" 3.67 4 9 ',PARCF!- _3 20 25 T .......... �7 7"18'TREE R E D I c- Fl, E S s I � I I " -1 * CRA'NACE, A��D V - UTILITY FASEVE4-rj� 9 0 �4 24 7T 14' 5 -- , I/ KD I PLC41-TT 12 - 7i t 8 21 2A or j <23+00 w 7 22 0 23 L Lo 6 6• 12 10 8* 8' 12' 4 I-- -- =- - 'aF it 4*1 7.5' UTILITY EASEMENT 4 �1� - I - - - - - - - - - - 9. lc - - - - - - - - - - - - - I - - - - - - 14 10. 10. 6'TREE 14* 18" 0 60 .69 w CD 1 _I_ 8'l 5* 12- 24* - " -* . j 20 TYP. BUILDING DIMENSIONS .0 -- .- - - � J 13 14* t 160 150 4 'T 10'UTILITY I - OF 22 EASEMENT 1V' MATE 10"UTILITY EASEMENT LINE -FAOLE 6'UTILITY LINE BEARING DISTANCE EASEMENT TREE LEGEND 1 WEST 5.02' 2 WEST 5. 01' f, 11 CHINABERRY (SIZE NOTED) C-,, (+ III" OAK (SIZE NOTED) U FR V E E3 'rALE CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG J,' AP TYPE & SIZE NOTED 1 14'29 54' 28.00 7.08 7.07 3.56 N 82'37'35"E 2 42'00'45" 25.00 18.33 17.92 9.60 S 69*07'05"E PALM (SIZE NOTED) 3 3*26'06" 43.00 2.58 2.58 1.29 S 49*4945"E CURVE DELTA RADIUS ARC CHORD TANGENT CHORD BRG 4 51'22'05* 43.00 38.55 37.27 20.68 S 77'13'51 "E DENOTES TREE TO BE 5 77*12'34" 43.00 57.95 53.66 34.33 N 38*28'50"E 15 32'24'16" 43.00 24.32 24.00 12.49 S 35*20'41 "E 6 77'12'33" 43,00 57.95 53.66 34.33 N 38*43'45"W 16 51'22'05" 43.00 38.55 37.27 20.68 S 71'13'52 "E BR REMOVED 7 51'22'06" 43.00 38,55 37,27 20.68 S 76'58'56"W 17 76'26'45" 43.00 57.37 53.21 33.87 N 38'51'43"E 8 31"13"34" 43.00 23.44 23.15 12.02 S 35*41'06"W 18 77'58'22* 43.00 58.52 54,11 34.80 N 38'20'50 "W 9 68*15'49* 25.00 29.79 28.06 16.95 S 54'12'13 "W 19 51*22'05" 43.00 38.55 37.27 20.68 S 76*58'56"W 10 1*32'25" 25.00 0.67 0.67 0.34 S 89'06'20"W 20 1'44'58" 43.00 1.31 1.31 0.66 S 50*25'25"W 11 14*57'38" 28.00 7.31 7.29 3.68 N 82*38'39"W 21 40'19'36" 25.00 17,60 17.24 9.18 S 69*42'44"W 12 19'02'31" 28.00 9,31 9.26 4.70 N 80'21'17 "E 99 32'33'54" 28.00 1591 1570 818 N 73*50'31 "W 13 2'37'00" 25.00 1,14 1.14 0.57 S 88'48'58"E 23 24'52'22" 160.00 69.46 68.91 35.28 S 77*41'17"E 14 68*21'54" 43.00 29.83 28.09 16.98 S 53'19'30"E 24 23*43'36" 160.00 66.26 65,78 33.61 N 78'00'44"E R 0 V I 1 0 H s & FOR DRWN BY: D.S•M• DATE 11 /00 CUMBEY FAIRO INCe -s y otscRipnom 1 By 061CRiPTION DATE <1 A 41A V.A.N. CONSULTING CIVIL ENGINEERS 0.8. 2168 / L.B. 2161) PLANNING LAND- SURVEY 246,5 ENTERPRISE ROAD CLEARWATER (727) 797-8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223-4333 CONSTRUCTION, INC. 4900 CREEKSIDE OR, SUITE H TURTLE CREEK BUSINESS CENTER LAR60, FL 33760 PHCINE,�: (727) 592-0289 lualiN Of: DATE r- 1 11 vy CHKD BY: O.C. DATE 11 ZOO REF FILE: 5440XREF•DWG CAD FILE' 5448CP-2 SCALE: AS SHOWN -1 YH 1� I- 711--- Vim \je.-)BbURNj, #47149 A L01IDA REGISTERED ENGINEER 201 I DATE: SHElf 91 RETAINING WALL NOTM RETAINING WALL DESIGN SHALL BH PERFORMED BY A REGISTERED NOTE: USE FDOT INDEX ,/300 PROFESSIONAL STRUCTURAL ENGINEER AND SUBMITTED BY THE i ! FOR CURB AND GUTTER ENDINGS I ! i WITH IN PINELLAS CO. ROW AND i f ; INDEX #304 FOR CURB CUT RAMPS rw W J f I j > i PROVIDE CURB TRANSITION Cf?! 'f� ;« ��'_ ` �:[ PLAT /� a a i j DROP CURB AT- 1O PER FOOT INDEX X300 (TYP,) PF3 I G HANDICAPPED RAMP I I I CONTRACTOR TO THE ENGINEER FOR APPROVAL. w z U 1 D �GROvES I�3I CON$TR, TYPE �'F" CURB TIE INTO EXIST. S/w SAWCUT EXIST. PAV T. LANDSCAPE 'I "° DROP CURB AT 1. REMOVE 80,0 L.F,f EXIST. CURB LANDSCAPE I OFFSITE GRADING � BUFFER -15'- CONSTR. TYPE F CURB 1 � EXIST, UTILITY METER SAWCUT EXIST. PAV'T REPLACE CONTRACTOR TO VERIFY PER FDOT INDEX #300 MEET & MATCH E IST. GRADES PER FOOT INDEX 300 HANDICAPPED RAMP TO BE REMOVED BUFFER -15' EXISTING RAMP MEETS SEE SH T. N0. 7 ROAD 7 , W/ VALLEY GUTTER PER P,C,E,D, ADA REQUIREMENTS EASEMENT INSTALLED STAKED CONSTR. 80 L.F.f VALLEY CURB. , EXIST. 5 C.L.F. (BY OTHERS LANDSCAPE SILT SCREEN FENCE PER P.C.E. INDEX #1315; EASEMENT �A�E A�EN�E TO BE REMOVED INDEX X1315 (SEE DETAIL ON SHT. 5) 7' ROAD Q BUFFER -15 (TYP,) o A IA ��,. 1i EASEMENT 3 i REMOVE dt REpE CE_____ REMOVE VINYL„ - __�� `' R `` WHITE FENC - � 6'� r•� �i .F � CUB 0 CUR Q EX. 13 L R 1, E X 3fi l F t C _ _ '� W /TYPE F R YL `D 'o w /TYPE u WHITE FENCE 44.8 - A. a. >x�° o •� °� - X00 ; �� h�L PROP 5' W - S �. --�- 4 I c� 5/ 58• Q g y ` ; `T= ; r,- TT Y 7 u • T r • r h V• C1J . _. .. .....__ .__..:, - - ` ... .. _. -,.. _..._ _, . _.:. - ...._- .. � ZX'i!.J� r.. ar�'. ��•-. ,_ ..:, -7" �'�'T - ° ° ! . . TTB "'caf a.. � y-° .. ; C l`.t �', i�. :�C �'n [ 4 j Q? �/Q -w -ice S BEGII WALL �..0 S8¢ ► '° ti_�' - -- cc__._._.� _ - CONTROL i tt 19 Mai �o o/ 11 "0v� o�� o� Box P1 OVIDE 4,0 WALL --xm.- 1 °" } ""� a TRANSITION S -16 ;a° ctE �' ' ` 9 '� st, Sp r-�`'• `j -'" rS �11 °TREE �PROP 5 5/W �- APROVIDE NINE P DETENTION POND a.aay a 3• ox �� BUTTON REFLECTIVE PANE 1 SEE SHEET 9 t'ol ° V � • ,9 ON S T. 128.0 L F, - � a � -•- _..,,. S 9 � � • PER FOOT INDEX N0, 17349 �•, FOR POND /WEIR DETAILS N Aa• \ �G 936.0' HIGH MASONRY W J J o EXIST. PWR, POLE �� 5� `a �O �� - - A� ' i °. `1 _1 o U `L' "� TO BE RELOCATED e h0 A"> S PROP, OF t,3t� 0 6a D.H.W. = 46,42 tx a�' 1 4 a o �9 10 v fury (BY OTHEIR h 30 �- 8 t3 tREE 25 49,98 ltJ Y ' = 58,28 j Ih1 I hA 58.18 _ d BANK (TYP.) 0 q� - - - F.F. EL. _ 50.60 ____ -_ __ U ° CL n ______ EASED NT 15F.F, EL. 58.90 F.F, EL. 59.40 - CONST. 69.5 L. F. - -- - i - - - - -- - G ,f. Of 2� PAD EL. - 50. a AD EL. = 57.5 - - 6�0 MOD, TYPE 1 CURB - � '9 1� UTILITY Q �� r� � t, < - 1 a 10 UTILITY 1 P �0ti �� 10 UTILITY I 31 x 0 0 1 ,j EASEMENT 6 S N 1 29 F,F, EL, = 65.90 �. EASEMENT _ _ g SANLBAC CEMENT +. Aa EASEMENT , ; 58,28 � � N I`' 58,78 PAD EL. = 65.5 h� CONST. 75 L. F.. i �9 :RIP -RAP SPLASH PADS N 49,98 15 DRAINAGE END- 15 DRAINAGE 15 DRAINAGE ro f 02� S I 6. % �1.5 HIGH MASONRY WALL ,r. BOTT. EL. = 44.0 I f� L EASEMENT -�_ `hp t9(� WALL Ih0 EASEMENT 4.00 76 EASEMENT - �_ 32 x PARCEL „C., _,10 I ��, �`'• �� h� o 1h - 65,28 t _ a914 S -6 Q 8• t.ts� T.0.B. EL. = 47,0 ix G 12' PRECAST LINTEL ! 14 TREE BEGIN i - - 9 _ - 5 - - •- y, 1 �� o TO SPAN TREE ROOTS n' (- �� o WALL 6a L1 7.5'x 10 2.0496 7.5o9e 2,5 0 DRAINAGE R IM NT �� a� '� 1G �r ,� ONC. SIDEWALK TY Ix 55'A EASEME T hA S6 Ss 01 s� '^ ,4° 6 ,*+4� _ - '�,�_ -= • - "� r:G� 11' 6 coNST. 4.0' WIDE ASE E T '\ �o ( 15 U T1 LI TY 28 .. v X11 1 EASEMENT �� r ��• i 49.78 F.F, EL• = 50,40 F.F, EL. = 5$.10 sl.a8 j 38.68F,F, EL, - 59,3U �' 14" F,F. EL, = 48,75 48_13 - PROVIDE 4.0 I f _ -- .____ -•-. _ -__.__ __ f /ice' - PAD EL. - 57.I a = � TRANSITION ,,aa�� _ �9 PAD EL. 50.0 �6 PAD EL. 58,9 WALL ;; �..I`% V PAD EL. - 48.35 �. s 4 a I - O 10 UTILITY °�6� 7 6' END 6 HIGH ifs CEDAR ' 2 °��0� a I A1�a - 15' UTILITYI 1 �` - 3 `�� 1$ EASEMENT "'� c 27 _ WOOD FENCE INSTALLED STAKED COURT . f Ai•. „EL 48.13 ® � 49.7 EASEMENT �� -+�- I 15 UTILITY 57.48 O 5g' 38,68 10 DRAINAGE . 3 •, EASEMENT EI N % D MASONRY WALL SILT S CREEN FENCE � 6 EASEMENT 1,89 2 T W= 62.1 0 (TYP.) TYP. + W T-_ f O O� i i _` f -� _ " ' .r1.. -r• p �r f t ,�- �_.- ,, n # i , w� 2, a�; A ' 5.98% (� 0' DRAINAGE 1.149 PROPOSED - �,! 15 UTILITY xL L4 it, +- J L EASEMENT ,0 OSED T,i1, EASEMENT �� CONST. 166 L.F. 12 U)tLITY j 10' UTILITY - + O �G S� j '``� h^ +Sj'S> p0 �G 9� EASEMENT A 3 EASEMENT �, ti0 0� 19 p ti �• 26 S �' ,4 1.5 MASONRY WALL �'�' a9 LEGEND I �h. 50,58 _ h6. _ 57.58 C' �O I h ' �" 6 F. F. EL. = 49,'70 4$_ �0 - F,F, EL. 51.20 - - F.F. EL. 58.20 F. EL. = 59.60• In , j 30 15 0 30 SCALE IN FEET TREE LEGEND CHINABERRY (SIZE NOTED) OAK (SIZE NOTED) TYPE & SIZE NOTED PALM (SIZE NOTED) X DENOTES TREE TO BE BR REMOVED PAD EL, = 48.8 � A - O PAD EL. rJ0,8 PAD EL. 57.8 ��PAD EL.�;2 C , . s •. , STAKE SILT SCREEN BARRIER - D 9 20 25 PARCEL .j I EXISTING STRUCTURES 50.58 ' 57.518 ! 38.98 1.' u�L r X6.76, L- , 1.009 °" .:' fi96'� mr--= -° - PROPOSED DRAINAGE STRUCTURES PROPOSED GRADE ELEVATION PROPOSED EDGE OF PAVEMENT ELEVATION j C�Cj °�_ r' _ _.. �`�•,r 4 9 --�. .-� 1� - '�-°"r - - �.�--_.w __ GRESS EGRES ,.►°'_ _ .�/ iiiC Aa�9tG PROPOSED TOP OF CURB ELEVATION t -� ING,RESS EGRESS '` a� DRAINAGE, ANDC ,,ar 6p. A9- w '� DRAINAGE, A,ND S 'Op - -- UTILITY EASEMEN_ J"�C� � 1 �� UTILITY EASEMENT `�O �L -� 'OT ��' °o EXISTING GRADE ELEVATION L��_ l2. 797; 2,1 X E o a96 W h0 °cam o' [ 4 - •►--�� END MASONRY WALL o 7,40 �$At 5� a BEGIN MASONRY WALL (�' 1x0 Q 1 h C� �0 9S TW= 62,10 010 INDICATES STORM STRUCTURE NUMBER I , , • o� h TW= 56.00 h �G 2� h 'p - -�- Q T° �1� - -"+ DRAINAGE FLOW ARROW r ,� A Q23 +00 oT �` �°' 8 2 1GR =- 56.0 p ti S� �Q h'1 y1 a6 A2 88 dY F F 7 58 08 A% I '� F F r I= 61 5 Pl F.F. EL, = 49.50 _ _l o ILL �� Q F.F, EL, - 53,22 -- - EL. - 58.0 Ao A ' ' - �. PAD EL. = 49,1 >k0�� " °oq �JXo� o f- �9SPAD L, = 51, 6 - -� ss p PAD EL. = 58, 3 hao^ �o J - - - -- �s A6- 2-.3 -.b"0 48.88 1x�' 49,55 -Y`� 58.08 :? Q� �1. 091 57.86 ° F-1 .00; 8 is 2, 77Y w -� a , .\ y� TC 5Z? 15 SNP . 1 5 14 „9 - 6 i � � 0 % '\\ � 6p•1 60 g0• PROPOSED HIGH -Y �� - - t 5 -�` ..- WOOD FENCE - TYP \6 7.5' UTILITY EASEMENT 4 ClF 4 2 5°� ,.g``"",iu�"3:�.��'�"� =-- Tx�""_._.,-- :��"�_ ,. ,,_�"` - 3°s -_'. <...- - .mod»- �'►*�" , - t ''VV D 'r i „ 5" - cr WAIINING ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION. CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL AT (1 -800- 432 -4770) AND FLORIDA POWER CORPORATION AT (1- 813 - 842 - 9591), 48 HOURS BEFORE BEGINNING WORK. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE AREAS E soF CONST. 45 L.F. TYPE 1 I BEGIN MA�ONR1( WALL 1 0" '1 E} 8" _ 6" t 5" ° ., CURB &GUTTER °F "� GR - 556�0� 4 f BEGIN 6' HIGH ! r , 5' UTILITY - " w00D FENCE _.. - I , I ? t � �\ - to" LOT �3 =� . _.. IO'UT,LITY GR= .53.00 ! %rr EASEMENT I'I. ".� (�r r,� f'A'.F 1 F> 10'UTiUTY � c, EASEMENT -•; ��• 6'UTIUTY f EASEMENT STRUCTURE TABLE STORM LINE TABU I� LIMITS OF SODDING 2' - 4.0' 2.0_- EXISTING FROM TO SIZE LENGTH 2% 23 T08 GROUND % ___,,•, IN -LINE DRAIN (10") S -6 TYPE "C" WING INLET © S -10 MITERED END SECTION (24 ") STIR. # STIR, # TYPE IN,) (FT.) GRATE EL. = 58,40 CITY OF CLEARWATER INDEX 1210 F.D.O.T. INDEX #272 1 2 ADS N -12 10" 67 0.453 I.E. = 55.40 TOP EL. = 56.88 I.E. - 44.00 2 3 ADS N -12 12" 78 0.453 EXISTING E.P. = 56.58 -15 TYPE 'C" INLET 3 4 ADS N -12 10" 73 0.483 GROUND D � r� CD DRAIN BASIN (12 ") I I.E. E . 52.50 F F.D.O.T. p.0. T . INDEX #232 3 5 ADS N -1 2 15" 103 1 .4696 = _ 2.0' HIGH qfJ MASONRY WALL GRATE EL. - 58.10 -12 DRAIN BASIN (12 ") GRATE EL. - 54.50 5 6 RCP 15" 28 1,79% 3.8f * 26.2'(f) r - _ TOS I.E. = 55.10 GRATE EL. - 50.00 I.E. - 48.90 (N) 6 15 RCP 15» 121 2.9896 » TQ CENTER 26,2'(1) S -7 DRAIN BASIN (12 ") I.E. - 47.00 I.E. - 47.20 (S) 14 8 RCP 18 113 0.80% 52 OAK---,,, OF TREE rr srr �� DRAIN BASIN (15 ") GRATE EL . 49.30 I LIMITS OF SODDING °��,�� GRATE EL. - 58.10 I.E. = 46.30 -13 DRAIN BASIN (15 ") 8 9 ERCP 19 "X30" CLASS IV 28 0.3696 ! ^ � C`Q 18.6'(f) PROP. FIN. NOT TO SCALE I.E. 54.92 (10-) GRATE EL. 49.10 5 -16 TYPE C INLET - MODIFIED ^ � 9 10 RCP 24 26 0.3896 ? F( "• •- I.E. - 54.75 (12') 5-8 TYPE "C" WING INLET � I,E, = 46.40 F.D.O.T. INDEX #232 C,Q F FLR. EL. R W CITY OF CLEARWATER INDEX #210 GRATE El. 46.70 12 13 ADS N -12 12 94 0.6496 STAKED SILT '0� Oi / I . E . = 54.50 (t 5 ) SCREEN FENCE �ti�C �. LIMITS OF SODDING -_ TOP EL. = 47.74 -14 TYPE "C" INLET SLOT EL. - 46.20 1 3 1 4 ADS N -12 15' 51 0. 7890 A =. VARIES 5.0' VARIES z E.P. = 47.44 F.D.O.T, INDEX 232 I.E. - 39.38 1 M X•i S -4 GRAIN BASIN (10 ") # 15 14 ADS N -12 18" 59 2.7196 3 _____ � 8.0 t 15' LANDSCAPE GRATE EL . = 58.10 I.E. = 44.70 (N) GRATE EL . = 49.10 _ _ __ - - -- BUFFER SD'WK, LIMITS OF SODDING Q I.E. = 55.27 I.E. - 44.20 (S) I,E. = 46.00 (E & W) "F* 7 ADS N -12 12" 74 0.41% MATCH EXIST. w S -11 TYPE F (hg01FIED) INLET GRADE EL.45.3(t) EXISTING -� 20' 2.0� Y I.E. 45.60 (N & S) F.D.O.T. INDEX #233 16 17 RCP 18 36 0.5096 GROUND - _, (MIN,) a �-� TYPE "C" 'DYING INLET S-9 TYPE "C" 'DYING INLET GRATE EL. = 45.40 VAg\ES CITY OF CLEARWATER INDEX #210 CITY OF CLEARWATER INDEX #210 SLOT EL. (S.)= 44.50 rtr rr (MAX.) 4' X) TOP El. - 56.88 TOP EL. - 47.74 I.E. = 39.20 ASECTION E - E -_� SDWK, TYPE "F" CURB E.P. - 56.58 E.P. = 47.44 SHLDR. - - - -_ __.___ .______._____ -__ -- 7' ROAD ESM'T I . E . = 53.00 1 . E. = 44. 10 NOT TO SCALE F�' �, "O ft E V I S I O N S C+�SCRlA(t08/ 9Y FO6A;O SIO NS ' A I � D.E,C. 2 ADDED PEIT- IN, Y. 0E3CRIP11011 A�PER M TG. W RVVATER (ENGiNEERIti CUMBEY & FAIR, INC. FOR CONSULTING CIVIL ENGINEERS 9.0. 2168 / L.B. 2168 IR.L_N PLAN IN SI,�FZVE`�S 2463 ENTERPRISE ROAD CLEARWATER (727) 797 -8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223 -4333 sttov Wod CONSTRUCTION, INC. 4900 CREERSIDE OR, SUITE H TURTLE MEEK BUSINESS CENTER LARGO, FL 33760 PHONE:: (727) 592 -0289 6' HIGH - WOOD FENCE 27'(1) - •- }� 10' 15,± - _- 2' PROP, FIN. FLR. EL. a r? i fS V ARSE' C_] 1.5' HIGH MASONRY 'WALL SECTION rrA All NOT TO SCALE 6.0' _ _3.0' } LIMITS OF SODDING SD'Al< 3.0' PROP. FIN. STAKED SILT } - FLR. EL. SCREEN FENCE -",,% N, MATCH EXIST ^` GRADE R C�\c�V V PO Q SECTION "13 r Ir NOT TO SCALE NOT VALID FOR CONSTRUCTION Qv SECTION or rr UNLESS SIGNED IN THIS BLOCK DATE: NOT TO SCALE ORWN BY: BY DATE V.A.H. DATE 11100 D.E.C. 08/01 REF FILE: D. E. C. 02/02 ' A.L.E. 03/02 A. L. E. 04/02 D.E.C. 04/02 - R.L.E. 05/02 ft E V I S I O N S C+�SCRlA(t08/ 9Y FO6A;O SIO NS ' A I � D.E,C. 2 ADDED PEIT- IN, Y. 0E3CRIP11011 A�PER M TG. W RVVATER (ENGiNEERIti CUMBEY & FAIR, INC. FOR CONSULTING CIVIL ENGINEERS 9.0. 2168 / L.B. 2168 IR.L_N PLAN IN SI,�FZVE`�S 2463 ENTERPRISE ROAD CLEARWATER (727) 797 -8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223 -4333 sttov Wod CONSTRUCTION, INC. 4900 CREERSIDE OR, SUITE H TURTLE MEEK BUSINESS CENTER LARGO, FL 33760 PHONE:: (727) 592 -0289 6' HIGH - WOOD FENCE 27'(1) - •- }� 10' 15,± - _- 2' PROP, FIN. FLR. EL. a r? i fS V ARSE' C_] 1.5' HIGH MASONRY 'WALL SECTION rrA All NOT TO SCALE 6.0' _ _3.0' } LIMITS OF SODDING SD'Al< 3.0' PROP. FIN. STAKED SILT } - FLR. EL. SCREEN FENCE -",,% N, MATCH EXIST ^` GRADE R C�\c�V V PO Q SECTION "13 r Ir NOT TO SCALE NOT VALID FOR CONSTRUCTION Qv SECTION or rr UNLESS SIGNED IN THIS BLOCK DATE: NOT TO SCALE ORWN BY: D.S.M. DATE 11 00 DSGN BY: V.A.H. DATE 11100 CHKD BY: 0,C. DATE 11 00 REF FILE: 544BXREF,DWG CAD FILE: 5446CP3 SCALE: AS SHOWN T Paoi EC`t s81ar T LAKE AVEA GRADING IM E. 00 NE, P.E., #47149 AND I F C IDA REGISTERED ENGINEER NOTE: MAXIMUM SLOPE TMTHIN CLEAR ZONE NOT NOT TO EXCEED 3/4' PER FOOT. I� tt 14' X 23' ERCP EXIST, EGE R/W L VARIES - OF PAV T. CT I 14VAR1ES 8'0 EXIST. LAKE AVE. I3.0' MiN. I SHOULDER OFF R/W I CLEAR ZONE MEET 8t 1 LPMA EET & MATCH EXIST. ' I CH EXIST. GRADES . GR ADES XiSTING 3 GRADE Z Af A•\ `�,PI'� EXIST. 6" W.M. v U 14' X 23' ERCP �1\ TYPICAL SECTION " B - B" NOT TO SCALE NOTE: ALL DISTURBED AREAS WITHIN THE R/W TO BE SODDED WITHIN 48 HRS. OF FINAL GRADING L 1 1/2' (MIN) -J 1' z- 2' j I. I. �._. E NOTE 1 SEE �NO EL 2 S* SEOOwa MATEMAl. 57 CAV94EO STONE AS OETERMINEO 8Y THE ENGINEER R/w OATS DERRIPi10M �t DATtI DESCRIPTION O.E.C. 33.0'± Q D E Y. . M AT- 7117101 1 I AREAS OF (CONSIUCTiON. SWALE A.L.E. 03102 0 D ADD D PER iN. CTY. - M NT DATED 12.0' 11.0'± i VARIES I 5.0' MIN. I .8 8.0- EXISTING PAVEMENT l OFF R/W i SHOULDER MEET do !/CLEAR MEET alt ( ZONE MATCH EXIST. EXIST. ; PAV'T. GRADESi GRADES I ( EXISTING Mq I) GRADE IMAM VARIES 1.0' BELOW (MAX.) NOTE: MAXIMUM SLOPE EXISTING GRADE WITHIN CLEAR ZONE NOT NOT TO EXCEED 3/4" PER FOOT. E WAi SECTION s'At' 0 'TYPICAL SWALE SECTION NOT TO SCALE t WAl BASE 1 1g/22 TIMES k1EET �C MATCH EXISTIN (SEE NOTES /39dc i4)\ (E NOTES #S Si {a) .. ?_ _ ? .1 Ld (SEE NOTE j2) VARtES (rrp) A,LTERNAIL ALTERNATE 2 NOTES 1. FOR ALTERNATE 1. USE 3000 PSI HIGH, EARLY- STRENGTH CONCRETE OR OTHER APPROVED HIGH STRENGTH FAST -SET MATERIALS. 2. BACKFILL FOR TRENCH SHALL BE PLACED IN 12' COMPACTED LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, (FLOWABLE FILL OPTION IS SUBJECT TO ENGINEERS APPROVAL). TEST REPORTS AIRE REQUIRED AND SUBMITTED TO PINELLAS COUNTY, 3. BASE MATERIAL SHALL BE PLACED IN 6' COMPACTED LAYERS TO 98X OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180. (TEST REPORTS ARE REQUIRED). 4. AS AN ALTERNATIVE TO COMPACTED BASE AND IN WET AREAS, FULL -LIFT PC -2 OR PC -3 ASPHALTIC CONCRETE SHALL BE PLACED IN 2' COMPACTED LAYERS, NOT LESS THAN 8' THICK. 5. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE SAW -CUT AND ALL SURFACES TACK COATED. 6. SURFACE SHALL BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS WITH MINIMUM OF 1 1/2" ASPHALT PAVEMENT, IN ACCORDANCE WITH PINELLAS COUNTY SPECIFICATIONS. 7. OVERLAY OF CONSTRUCTION SCARS TO PAVEMENT AND TRENCH SHALL BE REQUIRED AS DIRECTED BY THE ENGINEER OR INSPECTOR, 8, EXCAVATION SHALL COMPLY WITH THE TRENCH SAFETY ACT REQUIREMENTS. A STREET REPLACEMENT FOR UTILITY AND DRAINAGE CUTS C (PINELLAS CTY. INDEX# 1291) FACE OF HEADWALL - 8' �-- uBBI.E RIPRAP " MATCH EX. GRADE I.E. - 24.50__. i 18 R.C.P. N - •FILTER FABRIC OMPACTEO SUBGRAD£ A RUBBLE REVETMENT RIPRAP SECTION N.T.S. EXiST, ROADWAY GRADE ELEV. 32.401_ .P. ' CLAY Al. SEW. MAIN ACROSSING DETAIL Al -Al i` QTE+. 1. EXISTING SIGNS TO BE RELOCATED TO A VISIBLE LOCATION OUTSIDE THE WORK AREA AND REPLACED TO THERE ORIGINAL POSITION AFTER CONSTRUCTION. 2. ALL OFFSITE AREAS THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE SODDED AND REPAIRED TO THERE EXISTING CONDITIONS. 3. FOOT STD INDEX 600 SERIES AND MUTCO SHALL BE FOLLOWED FOR TRAFFIC CONTROL. FOR OFFSiTE WORK ANO AT TiM£ OF CONNECTING PROPOSED CUL -DE -SAC'S TO THE E)GSTING ROADWAY, (SEE FOOT STO INDEX 602 AND 605). " at Ali Wearing p :: .- ¢ Surface : d:.'^�- 6(058 6 18 �• ; . Compacted Subgrade • NOTES: MODIFIED CURB 1, THERE SHALL BE A 1/2" (SEE CITY OF CLEARWATER INDEX/ 101) SEAL JOINT BETWEEN BACK OF CUIRB AND DRIVEWAY, 2. CONCRIETE IN CURBS SHALL BE 300 PSi. TYPICAL OFFSITE CURS REPLACEMENT SECTIONS D or spa 1) �� C COSTRUCTION NQT S: a. All right -of --way installations will be in accordance with practices referenced in the State of Florida Utilities Accommodations Manual. b. All design and construction must conform to the minimum standards set down in Pinellas County Land Development, Zoning and /or related Ordinances, and Minimum Testing Frequency, requirements, c. Saw cut the existing edge -of- pavement prior to removal of the existing driveways and placement of the new asphalt for the new connections, d. Compaction for pipe backfill shall comply with AASHTO T -99 (1009:), F e. Disturbed area within the right of way will be compacted to 100% of maximum 3' -0' density and sodded. f. Stockpiling of material in roadway or on the sidewalk will not be permitted. All dirt L and debris ' will be removed from job site daily. Roads and sidewalk to be swept daily as part of daily clean up. I TRANSIMN f.K�tVouTl-IIC POU _ _ -- g. No street shall be closed without the written permission of the Pinellas County VALIiY cVTT�ER (TO BE cAlO AS VALLEY CUTTER) Traffic Division,' At least ,48 hours advance coordination, is required. h. Any portion of the roadway that sustains excessive construction related damage, in PLAN VIEW the opinion of Pinellas County Highway Deportment, shall be repaired at contractor r'° NOTE: expense in a manner specified by Pinellas County Highway Department. '� i s ly- f�'- '" ,. suaFAC� of cAVE►�eNr s+uLL BE 1/4• ASM LP i. Ail abandoned pipe to be removed or pumped full of fill material, approved by • OF OVIIER. Pinellas County Highway Department, and carried on atlas for future "One Coll" location 2. 1/2' EXPANSION JOWT (AS SHOWN) AND CENTERLINE requests. OF SHOE STREET, WITH (SAWCUT) FALSE "TS EVERY All 061's within the right -of -way must have H -20 load ratings with hot dipped galvanized VALLEY GUTTER ,O', LONIOTVOINALLY, (SEE SECMN 520 of THE FOOT reticuline grate. SECTION A -A STANCARO SPECrKATXiN51 Q PHASING NOTES: 1. ALL WORK ASSOCIATED WITH CULVERT INSTALLATION AT JEFFORDS ST SHALL BE CONSTRUCTED FIRST. 2. OFFSITE SWALE CONSTRUCTION TO BE COMPLETED AND ALL OFFSITE WORK AREAS TO BE STABILIZED PRIOR TO CONSTRUCTION OF CUL -DE -SAC CONNECTIONS, 3. ONSITE STORMWATER POND TO BE CONSTRUCTED PRIOR TO ON -SITE STORM DRAIN SYSTEM INSTALLATION, 4. NO ROADSIDE CONSTRUCTION OR LANE /ROAD CLOSURES WILL BE PERMITTED DURING THE PEAK TRAFFIC HOURS OF 7 :00 -9 :00 AM AND 4 :00 -6:00 PM (M -F), GENERAL NOTES 1. Endwoll dimensions, locations and positions are for round and elliptical concrete pipe and for round and pipe -orch corrugated metal pipe. Round concrete pipe shcwn. 2. Front slope and ditch tronsitions sholl be in occordonce with Index No. 280. too 5' 3. Endwolls may be cost in place or precast concrete. Reinforcing steel shall be Grodes 40 or 60, Additional reinforcement recessory for handling precosl units 3' 4' shall be determined by the Contractor or the 2 -/4 Sot 1-1 I Iron si,, supplier, Cost of reinforcement sholl be included in s the contract unit price for concrete, (endwolls). 4. All exposed corners and edges of concrete ore 7 to be chomfered 1/4' •;, Control Line (Clear Zone Limit) ,o -- - - -- (Independent Of Front Slope) 5. Concrete meeting the requirements of ASTM C -478 r -- (4000 psi) may be used in lieu of Class - concrete �--- in precast items monufoctured in plants which are °9t under the Standard Operoting Procedures for the A �a I End Of Pipe Grp inspection of precosl droinoge products. + _ ° (See Note 8) 4 6. On oulfoll ditches with $ide slopes flotter I" 4' $ 4' provide 20' transitions from the endwoli to the flatter See End Joint Permitted) - I q Control Point When side slopes, right of woy permitting. F (Enlarge) $ K _ Slope intercept 7. For sodding around endwalls see index No. 281. g ) -� 1 Outside Clear Zone I 8. Payment for concrete quantities for endwalls FRONT VIEW I - - - skewed to the pipe shod be made on the following - -- basis: Const. Joint Permitted Endwoil Skew To Ppe Use robusoted Value (Keyway d: Dowels Roquired- 0' to 5' 0' I I With 4 $ors, 8' t ENO MEW Dowels 1 Nf h 6' to 15' 15' I I 9` Embtdment 0 12" Ctrs 18' to 30' 30' - - - For Bar Grads And 31' or over 45' �- LOCATION CONTROL 9• Ptpe !ength plan quontities shall br based on the pipe end locations shown in the elondard location ENO VIEW (ENLARGED) control end view, or !engths bose4 on special endwoli locations colVed for in the pons. TOP VIEW 10. Poyment for pie in pipe cuiverts shall be based 0 STRAIGHT CONCRETE ENDWALL DETAIL on plan quantities, adjusted for a,dwall locations subsequently established by the Engineer. (F.D.(O.T. INDEX NO. 250) 11. End-volts to be paid for under the contract unit price for Goss - Concrete (Endwolls), CY, Pay Item No. 400-1-2. 3 A3 D CROSSING DETAIL A2 . A,2 I i ' LD CROSSING DETAIL A II W I I w' V I Ex, SAN MH 2 j RIM 32 75 Al VALLEY GUTTER & TRANSITION (SEE PINELLAS CO INDEX #1315) PROPOSED - EXISTING ROAD I LAKE AVE EASEMEN T I R/W LINE 7• I __5_ �0 b �2 %� 6.58 % -- c PAVEMENT PAVEMENT DESIGN I DESIGN II (SEE SHEET NO, 7) I (SEE SHEET NO. 7) ROADWAY PROFILE AT JACOB COURT & LAKE AVE. PROPOSED - EXISTING ROAD I LAKE AVE EASEMENT V�7 R/',V LINE r 1 5, I TP 1 E •� �i i _ _2� a 3 2s T---- - 5 PAVEMEN T PAVEMENT DESIGN I I DESIGN II (SEE SHEET NO. 7) (SEE SKEET N0, 7) ROADWAY PROFILE AT Al RACHEL COURT & LAKE AVE. V)' 30 15 0 30 J I W o=D 1 1 i J, - SCALE IN FEET __ ___ _____ __" �__ _._ _- ;NV s 23.54 ____ , i. EDGE OF 8' SHOULDER i CONSTR. TYPE F (MODIFIED) D•B,i, CONRR, 156,4 L.F. I INV E 2/�A OPEN CUT E�(IST, PAV T PER NOTE, CONTRACTOR TO FIELD VERIFY ALL nF.D.OT, INDEX No. #233 nos R.C.P, ®P•2o9 INV w IN. cTY, sTD. INDEX 1291 EXISTING UTILITIES PRIOR TO CONSTRUCTION I /CLEAR ZONE (tYP.) GRATE EL, = 29.80 ( Q PROP. ROADWAY SWALE INV. EL = 26,00 N ' - LIMITS OF OVERLAY LAKE AVENUE , FLOWLINE (TYP.) A CON5TR, 19,0 L.F, INV, EL = 24.55 �S� - CONSTR, SALE � Ct LAKE AVE18 R,C,P. 0 0,269 OVER STM. $EW. , - - -- - - - -- - - -- - - - - - -- - - -- - - - -- - - F R - T REMAIN UNDISTURBED - - -�_ B EXISTING PORTION ti A - -- - -- - t 4., u f. -_ _.- _ __ ••-- __ _.- __.__ 11[ . T r - - 2 . ��. �O' r A r44. /%�� . i ✓ J M1 • I . n EX. SPEED I �t Ord FA ( I � LIMIT SIGN _ A �Cp� 1 _ -- -- T r�, - ' 41 rILT NG i2 RAGE FROM PIPE OUTFACE P - . _1 EG - - - - - - -- - - _, _ o S 0 S To Exlsr. TOE of sl_oPE �. I � � - -- . __ ._ ��, �. �.. _ ._- , _ � .__ _ . s - - E S 1. � FIRE VALVE VAIv'E Li r" I "< T 7i; h' ". .� �, s LA M D B I Ii�DRANT L7`. .T M'OAK NA, R iCONSTR. TYPE "F' 0 IF ) .. - Ex . I I n INSTALL ST OP. ROADWAY SWALE REMOVE Ex. 18 RCP() I VALE s FIRE F,D.OT, INDEX N23 r' JUNCTION BOX & WALL I `{ �.' Ti H�DRAr i iI I�l, Q = FENCE - P OF BANK (TYP,) . r � `� I , .; GRA EL. 3° .00 � �� j FPOP 5' S/w REPLACE W 1" RCP I �` L'i f III I_ I COMPLETIO OF 1 CONSTRUC 10 E LACE / 8 ► ` INV. L = 26. 1 & HEADWALL PER �„__'�- U � rl L'�PROVIDE NINE I I I ''! • II �� I! I�! EE CROSSING DETAi �,� ! 1', BUTTON REFLECTIVE PANEL FDOT INDEX #250 i 1 STORY MASONRY I. I (! I i:,l' Al - Al ON tN15 SH ET J Q " ' I PER FDOT INDEX NO. 17349 I MATCH EX, WALL ELEV S) BUILDING TOP OF HDWL. = 29.78 , Imo) r` INV. EL. 24.50 ## 1601 �JEFF-0 S STREET ' i I III IX V / � I Q INSTALL STAKED SILT SEE CROSS G TAI L I FENCE - REMOVE UPON A2 - A2 0 IS SHEET 0 I I ! 11 I III COMPLETION OF CONSTRUCTION ' I II I I SEE CROSSING DETAIL I - A INSTALL. RUBBLE REVETMENT RiPhAP A3 A3 ON THIS SHEET Q, I II II I I' 12'X8'X 12" THICK (SEE DETAIL THIS SHEET) ( I I R E V 1 s 1 O N s By OATS DERRIPi10M By DATtI DESCRIPTION O.E.C. 02/02 Q D E Y. . M AT- 7117101 ABOVE GROIUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA (OF TiNS PROJECT - PROCEED WITH CAUTION, CONTRACTOR IS ITO CALL THE SUNSHINE STATE ONE GALL At AND FLORIOA POWER CORPO"TION AT �,:1800-432-4770) 813 -- 842-9591), 48 HOURS BEFORE BEGINNING WORK. CONTRACTOR TO' PROTECT ALL EXISTING UTIUTiES IN TIME AREAS OF (CONSIUCTiON. SCALE; AS SHOWN _ A.L.E. 03102 0 D ADD D PER iN. CTY. - M NT DATED OFFSITE GRADING & DRAINAGE PLAN SCALE.' I" = 330' CUMBIEY & FAIR, INCe FOR CONSULTING CIVIL ENGINEERS E.B. 2168 / L.B. 2168 ENGINGERING PLC sNNING LAND CURVE -YS 2463 ENTERPRISE ROAD CLEARWATER (727) 797 -8982 CLEARWATER, FLORIDA 33763 -1790 TAMPA (813) 223 -4333 CONSTRUCTION, INC. 4900 CREEKSIOE OR, SUITE H TURTLE CREEK BUSINESS CENTER LARGO, EL 33760 PHONE: (727) 592 -0289 DRWN BY: D.S•M. DATE 11/00 DSGN BY: V.A.H. DATE 11 ZOO CHKD BY: O.C. DATE 1100 _ REF FILE: 5446XREF.DWG WARNINt3 ' I ABOVE GROIUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA (OF TiNS PROJECT - PROCEED WITH CAUTION, CONTRACTOR IS ITO CALL THE SUNSHINE STATE ONE GALL At AND FLORIOA POWER CORPO"TION AT �,:1800-432-4770) 813 -- 842-9591), 48 HOURS BEFORE BEGINNING WORK. CONTRACTOR TO' PROTECT ALL EXISTING UTIUTiES IN TIME AREAS OF (CONSIUCTiON. SCALE; AS SHOWN _ OFFSITE GRADING & DRAINAGE PLAN SCALE.' I" = 330' CUMBIEY & FAIR, INCe FOR CONSULTING CIVIL ENGINEERS E.B. 2168 / L.B. 2168 ENGINGERING PLC sNNING LAND CURVE -YS 2463 ENTERPRISE ROAD CLEARWATER (727) 797 -8982 CLEARWATER, FLORIDA 33763 -1790 TAMPA (813) 223 -4333 CONSTRUCTION, INC. 4900 CREEKSIOE OR, SUITE H TURTLE CREEK BUSINESS CENTER LARGO, EL 33760 PHONE: (727) 592 -0289 so PARCEL "C" 10 A t rc 3TRRE ; #47149 ED ENGINEER M 0' 3' VALLEY GUTTER do CURB - P.C. INDEX #1315 MEET do MATCH EXIST. PAV T. GRADES 3' VALLEY GUTTER do CURB - P.C. INDEX #1315 MEET 3t MATCH EXIST. PAV'T, GRADES OFFSITE GRADING & DRAINAGE PLAN DRWN BY: D.S•M. DATE 11/00 DSGN BY: V.A.H. DATE 11 ZOO CHKD BY: O.C. DATE 1100 _ REF FILE: 5446XREF.DWG CAD FILE: �. 5448CP5A SCALE; AS SHOWN _ so PARCEL "C" 10 A t rc 3TRRE ; #47149 ED ENGINEER M 0' 3' VALLEY GUTTER do CURB - P.C. INDEX #1315 MEET do MATCH EXIST. PAV T. GRADES 3' VALLEY GUTTER do CURB - P.C. INDEX #1315 MEET 3t MATCH EXIST. PAV'T, GRADES OFFSITE GRADING & DRAINAGE PLAN WARN_ INGi ABOVE GROUND OR UNDERGROUND UTILITIES MAY BE IN THE AREA OF THIS PROJECT - PROCEED WITH CAUTION. CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL AT (1 -800- 432 - 4770) AND FLORIDA POWER CORPORATION AT 1- 813- 842 - 9591), 48 HOURS BEFORE BEGINNING WORK. CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE AREAS OF CONSTRUCTION. ui IJW I IZ 30 15 0 30 j { _- 'i o> cDRUID (,f.,o\J REF , a T Z , SCALE IN FEET - "", LANDSCAPE, CONNECT TO EXIST. 6" WM a LANDSCAPE R-15- WITH 6 "x6" TAPPING SLEEVE & VALVE 7' ROAD I CHLORINE INJECTION POINT I BUFFER -15' I EASEMENT CONNECT 'TO EXIST, 6 WM LD PLUG AND REMOVE 7' ROAD - 7' ROAD N SAN MH " LAKE AVENUE � RIM 64,08 WITH 6x4 TAPPING SLEEVE & VALVE EXIST FH ASSEMBLY EASEMENT EASEMENT INV CHLORINE INJECTION POINT o _ _ CONST. F.H. ASSY. - $ _ _ _ - _ - INV N 53.96 a _ INV W 53.50 CONSTC 6w PVC 6' VINYL CONSTR. 6" PVC � I 0 (C -900, DR -18) WATER MAIN -- _ - - -_ - -- -- - -- -- _- -- MITE FENCE _r `__ - -- C -900 OR -18) WATER MAIN I �ITVINYL FENCE E FEN Q PROP. F.N. ASSY, TO B� INSTALLED I PROP 5' S/W BY THE CITY OF - -- CL - ER_ _ S xl'T - EXIST. �N V -- - - _____ 6 "x4" REDUCER , 1 3/4" WATER TIP P' S W C �! - - -- _ I RO 5 / 1 l - - - -._- __.T- L -_� -- -- , lr _ -�- Ex SAN SERVICE _ _� - - - -- -h I , LATERAL l - j l�J - J ( �ONS4 37.0 L.F. PVC A CONSTR. 4 PVC -_ I CONSTR. 37.0 L.F, 8" PVC ( ❑ -._. - - " SDR -35) SAN. SEW, ®0 43 . C -900, DR -18 W TER MAI ##' CONSTR. 4 PVC ( ( r' (SDR -35) SAN. SEW. 0 0.437 f I ( i( ) i i J C 900, OR 18) WATER MAIN I 30 Ex SAN Lu 10' U UTY 15 2. I • 01 .,,,.. + , � ,I LATERAL I O EASEM T - „ - . 10' UTILITY " Q (`iL- S F. 20.0 -8 D1 I 3 �-- - CON CONSTR, 20.0 L.F. 8 DIP - 0 10 UTILITY �'2� SAN. SEW. 0 0.43% I 10' UTILITY29 _- o I ( 3 EASEMENT _ _ +_ EASEMENT CONNECT TO EX, MANHOLE �'�� I � , EASEMENT , � I (CL -52) SAN. SEW. 0 0.43 4 ___.- , - ; � ____ _ 15' DRAINAGE C� INV. EL, 40.12 nn __ , 15 DRAINAGE C.O. 15 DRAINAGE EXISTING MANHOLE TO BE A2 - 1 EASEMENT ! _ _ - -- ( ,j2 I " LE. -52.00 EASEMENT ' ( EASEMENT CORED FOR CONNECTION I - l I _ -- _ _ - - -- _ -- - - - - -- l� ' ARCEL C \ "^T- � I --�- DIRECTIONAL - T - - - - - - -- - -- T6" EN CUT EXIST. PAV'T, JACK &BORE CITY OF CLEARWATER - E STD. INDEX N0, 104 _ _, ` _ - __ __ . - _ - - y I 9 - 2 L EXIST. 2 WATER MAIN ! r I-- {' - I I , - _� 10' 0 rAINE SHALL BE ADJUSTED DRAINAGE I CONSTR. 63.0 L.F. 8 PVC TO MAINTAIN A MIN. 7 5x10 1 _ I I 4 15' uT1uTY E S_- 3 INC Z8 EASEMENT f SDR -35) SAN. SF1� 0 0 3 % CASING (TYP.) CONSTR. 63.0 L.F, 8" PVC CLEARANCE IF CONSTR, 130.0 L,F, 8 PVC I �' I 11 , EASEMENT ®O 43 SAN MH I SEE SHEET NO. 9 FOR F.D.E.P. WATER /SEWER CLEARANCE NOTES -- : REQURIED Q }(S- D- R - -35) SAN. SEW. 0 0.43 - - -_ ' - �� - -- - -- - i IN f - SD AN. W. SANITARY SEWER MANHOLE TABLE RIM 64,72 i I V E 54.52 CONS R. 322.0 L F. 8" PVC 0 Q. ; INV ,� 5a.5o 10 UTILITY I �f �� , I I ( OR -3 ) SAN. SE . 65 1$ EASEMENT 1 "� 2% 1 1❑ CONST. MANHOLE INV S 54.68 1 2 I ( I I 2 15 UTILITYI ____ 1 UTILITY E 10 DRAINAGE I , CLEARWATER INDEX X302 INV N 54.61 OU _ LIA- I _ EASEMENT 5 U L ___. - - -- __ -- -- EASEMENT RIM EL. = 46.30 I - EASEMENT C__, I - - - -- - -- Ex. N MH � CONST CP MA iNV S 39.30 + + - r - - - `' \ DR NHOLE CONSTR,- 6 C SAN, SEW. EI2, CLEARWATER INDEX #302 CIA A,IERA .0 1 RIM EL. = 48.00 i i - _ __ - -- - 43.30 - - -- - -- � o INV 4 LEGEND ❑ -- �., _ j ------ -�t__t I N. INV. EL. - 10' DRAINAGE ' _ C..? -- - -5 - -- } I - EXIST. WATER MAIN W. r EASEMENT 1 L I W. INV. EL. 42.16 I l i � � t° I 15 UTILITY __.._.. , _ [ - -_ 12 UTILITY 10 UTILTYj •� �-- -- S. INV. EL. = 42.06 EXIST. FIRE HYDRANT -1? I P�oposo - I _ 1 O __ _ _ _ 9 �6 I I vY <> - EASEMENT � { I � � *t -_ _ EASEMENT EASEMEuI - _ T ' CONST. DROP MANHOLE 3 i CON5TR• 120.0 L.F. 8' PVC 03. I _ _ CLEARWATER INDEX #302 EXIST. GATE VALVE _.- w_ - -- SDR -35 SAN. SEW. 0 0.75 ___ _____ CONSTR. 35.0 L.F. 8 PVC -- - - - ---f _ . 1$ -_ - - -- .- t + RIM EL. _ .07 - 4Y BEN ( I 57 (SDR -35) SAN. SEW. 0 1,777 I I 4 'BEND ! f � 9 I 20 25 PA��I ? _- E. INV, EL = 53:29 PROPOSED SANITARY I ! - i /' / - E W. INV. EL, = 50.77 PROPOSED WATERMAIN 4 F, 8" DIP + , ___ _ . __ 41 CONSTR. 3 0 L- I CONSTR. 6" PVC SAN. S W SER. I -a -- -- - / r -` - - _ S. INV, El. = 45.40 - - - - -- - r .�-- -- _.LATERAL 0 1•Q %,(MIN,) ( YP) I I _ -- -._._� -!� - __.____ l PROPOSED DRAINAGE (CLASS 52) SAN, SEW, 0 1.777. _- ❑ ' � - - 1 1 �/ � '�� `� � �•__ _ _ ( � - -� � 4 CONST. MANHOLE STRUCTURES - - /� - - -1 i CLEARWATER INDEX #302 -- -- -- - T GRESS EGRESS - RIM EL. = 48.66 C-ONSTR T2 (YO__C�$ PVC- INGRESS EGR SS. �J -- _� DRAINAGE, AND SOR -35 SAN, SEW. ®0,43 INV. EL. = 42.68 WATER METER w m �. - -- , 45' BEND/ i ( _ -- 5 , j r DRAINAGE, ND -_ -- PV CASING LOCATION UTILITY EAS MENT CONST, MANHOLE 3' C C SI G W / i UTILITY AS' ENT , I - ❑ W ti DUAL WATER l_ __ - - -_ J��Q - _. ___J C I CLEARWATER INDEX #302 A Q METER (TYP,) -_- -- 13 +C 24 - R;M EL. = 48,85 WATER OR SANITARY f -}- i INV. EL. = 44.85 �W) CROSSING DETAIL �1 5 r -I 8 21 Q { f Q 3 +00 - p�, \ - ( ___ � + - - --- � - T -_ -_ _ i _ -__ ' INV, EL, = 45.00 NE & SE) SEE DETAIL ON THIS - i CONST, MANHOLE - __ --- °- -� 23 © SI -SEE T I ❑ oB I _ ` Q i CLEARWATER INDEX #302 A\ �6 3 PVC -. 22 - - _ RIM EL. 57.82 RBI CASI G TYP. - - CL .,,� C - i INV. EL. = 51.40 NW & SW r '1 GRADE ELEV, 42,70.1 \b Q. 8" DIP SAN. SEW. _ o 7,5' UTILITY EASEMENT - 90' SEND _..r .� ..._._. d•CI.E T. B. 0. & SAMPLE POINT 0 .. PROP. 4" G.V. A TO BE SUPPLIED BY THE CONSTR. 4" PVC BY THE CITY OF CLEARWATER (C -900, DR -18) WATER MAfN TO BE INSTALLED BY THE 5' UTILITY CONTRACTOR if, EASEMENT LOT 21 L r_I T 2 2 10'UTIIITY EASEMENT I IVE (IAK FS LATF `> FLAT 13 "A__)F f >" P <a(_L;;) 15 -16 10'UTILITY EASEMENT GRADE ELEV. 3 48.00± o O PROP. 4" PVC WATER h - bNK 00 d EXIST. 2' PVC WATER b` Q . g" PVC - b�0• SAN. SEW. 4" f WATER GRADE ELEV, 56.88± h �� WATER MAIN ci 15" R.C.P. _.__. GRADE ELEV. 57.50± WATERY MAIN (P 03 8- PVC SAN, SEW. 00 �� • p� 4`-Z' 99 OE3CRipri0N 1 ? QCROSSINO DETAIL NO. 1 0 CROSSING DETAIL NO.2 0 CROSSING DETAIL NO.3 CROSSING DETAIL NO.4 0 CROSSING DETAIL NO. S (WATER) (WATER) (WATER) (WATER) (WATER) a E V I S 1 0 N S BY OAT# OE3CRipri0N BY _ OATS - -- OE3tRIP11IIN - - - - -- D.E.C. 08/01 DRAINAGE A ING, do SANITARY SEWER RE'VISIONNS DATE -------- D.E.C. 05/02 PROTECTO-41-5 NOTE PER ADDED 1. CITY OF CLEARWATER REVIEW O.C. DATE D.E.C. C6 02 / 2. A ' ��__ REV! OMMENTS ALL SEWER TO CONFORM TO CITY OF CLEARWATER STANDARDS D, E. C. C6/02 �%�� OF CL ARWATER (ENGINEERING) NOTED. ALL DUCTILE IRON PIPE SHOWN TO BE PROTECTO 401 LINED. 5. ALL WATER TO BE PVC (C -900, DR -18), UNLESS OTHERWISE NOTED. 6. ALL BACK FILL OVER ANY PIPE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAYS SHALL BE COMPACTED PER FDOT SPECIFICATIONS, SECTION 125 -8.3 (100% MAXIMUM DENSITY AS CUIMEEY I& FAIR, INC. FOR CONSULTING CIVIL ENGINEERS E.B. 2168 / L.B. 2188 ELVG1NEER1Lj PLAN-LUNG (.,8NQ 5U VEYS 2463 ENTERPRISE ROAD CLEARWATER (727) 797 -8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223 -4333 GRACE ELEV. s 47.64 i � OQ! o kO.OQ 19- X 30- E.R.C.P. M � a 8" DIP �� /Q• /-SAN, SEW. 01�e CROSSING DETAIL NO.6 0 CROSSING DETAIL NO.7 (SANITARY) (SANITARY) S4400v CONSTRUCTION, INC. 4900 CR'EEKSIOE DR, SUITE H TURTLE CREEK ' BUSINESS CENTER LARGO, FL 33760 PHONE: (727) 592 -0289 h, GRADE ELEV. s 54.50± 01; 6' PVC AN N !L /Q' SEW. LATI RAL 15" R.C.P. 0 CROSSING DETAIL NO. 8 (SANITARY) DRWN BY: D.S.M. DATE 11/00 RIM EL. = 57,81 DSGN BY: V.A.H. DATE 11 00 THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING FACILITIES PR'OR CHKD BY: O.C. DATE 11 ZOO REF FILE: 5449XREF.DWG CAD FILE: 5448CP -4 SCALE: AS SHOWN 7❑ CONST, MANHOLE CLEARWATER INDEX #302 RIM EL. = 57,81 INV. EL. = 53.81 (W) INV. EL. = 54.00 (NE & SE) NO_TE� 1. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING FACILITIES PR'OR TO THE START OF CONSTRUCTION, 2. ALL 'WATER SHALL CONFORM TO CITY OF CLEARWATER S3TANOARDS & SPECIFICATIONS. 3. ALL SEWER TO CONFORM TO CITY OF CLEARWATER STANDARDS & SPECIFICATIONS, A 4. ALL SANITARY SEWER TO BE 8" PVC (SDR -35), UNLESS OTHERWISE NOTED. ALL DUCTILE IRON PIPE SHOWN TO BE PROTECTO 401 LINED. 5. ALL WATER TO BE PVC (C -900, DR -18), UNLESS OTHERWISE NOTED. 6. ALL BACK FILL OVER ANY PIPE INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAYS SHALL BE COMPACTED PER FDOT SPECIFICATIONS, SECTION 125 -8.3 (100% MAXIMUM DENSITY AS E ELEV. 56,78± DETERMINED BY AASHTO T -99). 7. THE LOCATION OF EXISTING UTILITIES ARE APPROXIMATE AS SHOWN b�Q AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF THE UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. THE CONTRACTOR SHALL NOTIFY ALL CONCERNED PUBLIC R. C. P. AGENCIES AND UTILITY COMPANIES IN THE AREA BEFORE BEGINNING - CONSTRUCTION INCLUDING SUNSHINE STATE ONE CALL AT 1- 800 - 432 -4770 O �� 8. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL EXPOSE ALL EXISTING UTILITIES TO BE EXTENDED OR CROSSED AND CONTACT THE ENGINEER AT 727 -797 -8982 FOR VERIFICATION OF THEIR LOCATION AND 8' DIP ELEVATION. ANY CONFLICTS SHALL BE BROUGHT TO THE ENGINEER'S X11 Q / SAN. SEW, ATTENTION FOR RESOLUTION. CROSSING DETAIL NO. 9 (SANITARY) t-•- t' w �A TIM E MURNE, P.E., #47 49 FLORIDA REGISTERED ENGINEER NOT VALID FOR CONSTRUCTION Q n V) I O I M z aw wL0 U WARNING w f� �w O' •— C�(L/ a w � w C) 4. !- z L` w � m z z B- — - -- - - - - - - - -- -- \. 02 wL0 Q WARNING w f� �w O' •— C�(L/ _ %��5__._t�l�l.�o_- .- �t ._�r!�1'e." Q V) W _1 O O Lv z z U — I I � (n B&B. / v - .-2c Q American Holly 2" Caliper; 6 02 wL0 LAKE AVE WARNING w f� �w O' •— C�(L/ _ %��5__._t�l�l.�o_- .- �t ._�r!�1'e." II V) W ALL THE SUNSHINE STATE ONE CALL O i�w AT (1- 813 - 842 -95 CONTRACTOR TO PNTECT 1), 48 HOURE BEFORE BEGINNING WORK. ALL EXISTING UTILITIES IN THE I � I I GRAPHIC SCALE: 30 15 0 30 60 90 SCALE IN FEET 1 INCH = 30 FEET cz w U Ce ni L � I �m I nI % , -- �—Lr* . / r'� �-- �.....- ..... - ^ 4 -'_ _ I f .c._ / fir•. - - �,...,..� •�'/^��.... - -- _.__ - - --- J� �L t i 't �.' _._�r. .r r •, -.:. ` - f �.F.` . w- �', ...�✓s•`.�' �:_ •� �',�r u L `. '�i"� =.\ .r .i ,! o•1•• _..__ _ �' H — ml J �0 . EASEMENT I U ( E :. '' LL. t 11J I �' I LL! U -� —j t CN __ _ —� V) 0 O; I 00 I-'-1 i ,� I F.F• 51.6 1 F.F. — 60.2 4i G __ __�'..�'• =t�! C? �._ � O Z � = 1 Q n- O F.F. 59.1 -- --- -- - - - -- ---•_ � � OO ! 0; Cl. O2 — 1 C7� 0- d .. N co I -- -- is z —� wi " QQ i -.4 - f j •� { � W % °J - 10' UTILITY--- ;►-) �; I I �_' t�-.- : : \, EASEMENT J 1 S 00' 11'28"E 150.0 F.F. 50.2 ! i F.F. — 51.8 ! F.F. = 59.4 �Q - F. F. G0.5' �I 1 LIVE OAK COURT PB 61 PG 83 1 I --- �-- - - - --� —' Cif ' � 1 1 : ! ' 2.29 b'UTILITY - - -_ 11.d. t LIVE OAK COURT EASEMENT } (} w PLAT BOOK 61 PAGE <1 PR3 OPOSED UTILITY ' EASEMENT LJ = _ e = 100 M 1 F. F. = 50.5 F.F. 52. F.. F. - 59.8 i ! F.F. 61.d e ; EASEMENT NI 00 : 1 t, 0 I !I N T%' 62.19 Ln i I O I , '� 1 i I L � " Z CO ' M �... F , J � O O I .� w 0 0 F.F. = 53.0 J N F.F. = 62.1 r- chi F.F. = 60.5 , z p F.F. = 50.7 I N _ �. 01 I ft'Jl. V �'E "_ 17E1,?l� O - - - - -� fw� c I __-- ..___________ ___._____.___._._- _.. --..- - _.. - riL �1 y "` Ln J. 7,. U fll_ITY EA'JEMEN I ,- 10' UTILITY EASEMENT S 00#07'39 "E 585,69' qty, Symbol Botanical Name L4 w � 49 _P�e�i�c�sE�"•� w000 ��•�= ,� =,�". Arecastrutn Ro><ilanzoff anum I + � Ilex Opaca _ '=-" - % z s I,agerstroemia Indica 10'UTILITY W EASEMENT 33 Quercus Vlrginiana - `'- c • LOT 14 LOT 15 LOT 16 LOT 21 10'UTILITY LOT 22 L0( 23 IO Ulmus Alata EASEMENT EASEMENT RE! V I 8 1 0 N 8 BY DAT'It DitiCApT10N BY DATE Di�CR TM�N LIVE OAK ESTATES PLAT BOOK 62 PAGES 15- -16 CUMBEY & FAIR, INC. FOR CONSULTING CIVIL ENGINEERS E.B. S3188 1 L.B. 8188 ENGI E RIB PAL 6N1NI,NQ LA�,D SUf.��(EYS 2463 ENTERPRISE ROAD CLEARWATER (727) 797 -8982 CLEARWATER, FLORIDA 33763 -1790 TAMPA (813) 223 -4333 5vwv 1<41 4 CONSTRUCTION, INC. 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789 -8899 -3 -1205 (D2) 2 trees per lot x 32 lots = 64 trees 64 trees x 25% = 16 (3 -1202 B1): 16 Palms x 3 = 48 Palms 16- 2" caliper x 2 = 32 2 "caliper Oaks " accent trees" 32- 4" caliper = 32 4" Oaks DRWN BY: DATE DSGN BY: DATE CHKD BY: DATE REF FILE: CAD FILE: 544BCP -3 SCALE, I� 0 ST. EXIST. VE WATER o EXIST. FIRE HYDRANT I i I I I I NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: Sinco flendy B"k, 1981 Owner PROJECT SUNKSTCH TOWNHOMSS f,anclsea p;e cireations AT LA A11/ ■ Phone c?;t,yr;;r;;r Fax n 1u 7)P45-7 14 (727) 841 -0986 t 1311-f'lalhe Road , New Port Richey, FL 34653 r - _ ' 'e N• LORIDA CERTIFIED LANDSCAPE CONTRACTOR ! t f .— -- 1616 JACOB CT 19 2oo2 1'` 5448 BC P2002- 06533, ...�� FLORIDA REGISTERED ENGINEER LANDSCAPE PLANS FOR COMPLETE PROJECT__ SUN KETCH TOWNHOMES- MARLIN #2 Zoning: LMDR atlas# 297E WARNING ABOVE GROUND ORJNDERGROUNDJ i UTILITIES MAY BE IN THE AREA OF THIS gROJECT — PROCEED WITH CAUTION, I � ALL THE SUNSHINE STATE ONE CALL AT (1- 800 - 432 -47 0) AND FLORIDA LOR POWER CORPORATION AT (1- 813 - 842 -95 CONTRACTOR TO PNTECT 1), 48 HOURE BEFORE BEGINNING WORK. ALL EXISTING UTILITIES IN THE I � I I TION, Common Name Speciflcatioi Queen Palm B&B. / v - .-2c 'vw N American Holly 2" Caliper; 6 - 8 /amy Crape Myrtle 2" Caliper. 6 8 ,fa,411 Live Qak 4" Caliper, =iea vw Winged Elm 4 " Caliper, y - /!v ow/v NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: Sinco flendy B"k, 1981 Owner PROJECT SUNKSTCH TOWNHOMSS f,anclsea p;e cireations AT LA A11/ ■ Phone c?;t,yr;;r;;r Fax n 1u 7)P45-7 14 (727) 841 -0986 t 1311-f'lalhe Road , New Port Richey, FL 34653 r - _ ' 'e N• LORIDA CERTIFIED LANDSCAPE CONTRACTOR ! t f .— -- 1616 JACOB CT 19 2oo2 1'` 5448 BC P2002- 06533, ...�� FLORIDA REGISTERED ENGINEER LANDSCAPE PLANS FOR COMPLETE PROJECT__ SUN KETCH TOWNHOMES- MARLIN #2 Zoning: LMDR atlas# 297E WARNING ABOVE GROUND ORJNDERGROUNDJ i UTILITIES MAY BE IN THE AREA OF THIS gROJECT — PROCEED WITH CAUTION, CONTRACTOR IS TO ALL THE SUNSHINE STATE ONE CALL AT (1- 800 - 432 -47 0) AND FLORIDA LOR POWER CORPORATION AT (1- 813 - 842 -95 CONTRACTOR TO PNTECT 1), 48 HOURE BEFORE BEGINNING WORK. ALL EXISTING UTILITIES IN THE AREAS OF CONSTRU TION, NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: Sinco flendy B"k, 1981 Owner PROJECT SUNKSTCH TOWNHOMSS f,anclsea p;e cireations AT LA A11/ ■ Phone c?;t,yr;;r;;r Fax n 1u 7)P45-7 14 (727) 841 -0986 t 1311-f'lalhe Road , New Port Richey, FL 34653 r - _ ' 'e N• LORIDA CERTIFIED LANDSCAPE CONTRACTOR ! t f .— -- 1616 JACOB CT 19 2oo2 1'` 5448 BC P2002- 06533, ...�� FLORIDA REGISTERED ENGINEER LANDSCAPE PLANS FOR COMPLETE PROJECT__ SUN KETCH TOWNHOMES- MARLIN #2 Zoning: LMDR atlas# 297E I qq p��,,Y REINFORCED RUBBER GAROEN HOSE DOUBLE STRANO 112 GAUcE rmsTEO YARE TREE 'YWAP 3' MULCH AL 6 1/28_ 6')AIN SAUCER r FINISHED GRADE 2'x2'x24' ',OMEN l - STAKE OR METAL REMOVE BURLAP KAQ7 ANCHOR FROM TOP 1 2 OF RI RIVEN ROOT13ALL INTO OUND SOIL MIX TYPICAL 'TREE $ /TAKING DETAIL NOTE: STAKE TO FIRST 13RANCHES AS NECESSARY FOR FIRM SUPPORT MRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES yi- 3" MULCH CYPRESS GRADE 'B'--- FORM SAUCER WITH 3' CONTINUOUS RIM -- -T- ExISTINC SOIL �`I 1= �I SPECIFIED PLANTING SOIL WATER do TAMP TO REMOVE AIR POCKETS FERTILIZE AS PER FERP,UZATION SCHEDULE ED I I -1 2 X BALL DIA. �'lr a � NQte: • High water demand landscape areas such as turf must be sen•ed by a separate To meerthe intent: ofC*zers 138, 154, and 166 of the FineLlas County Land irrigadon zone than low water need areas, such as planter beds, or mulched areas with T7evclopment Code the irrigation system must meet the following requirements: trees. In no case, shall any p.aated vegetation area be more than 50' from a water supply hos- bibb. ,Shallow wells, open surface water bodies, or reclaimed +vater must he used as a source Irrigation systems must be operated by an irrigation controller capable of af irrigation water. The dimibutioa system for irrigation shad, not be connected to differendating bemeen the schedules of high and low water demand auras. Controllers county or municipal water sources, unless it•ean been demonstrated that Ilues-t �uurcus are not available. ""— '�'�""' must have multiple cycle start capacity and a flexible cJcndar program zblc to be set to comply with local or water management district imposed restrictions. 4rigatioa systems must utilize low Volume desiglu such as lout) tiaicctory heads or The system trust be equipped with a rai i scrfsor device or switch which will Ovearide soaker hoses to provide direct zpplication and low evaporation. Systems that over spray the irrigation cycle of the sprinkler system when adequtatt minfalil has occurred. Ground areas that do not require irrigadon, such as paved areas will not be acceptable. High moisture sensing devices are encouraged where appropriate. irrigation need a,ceas must not over spray low need areas. VIM& ff 10, EXI - a��.:.� -n � ��,-.1 �.. �.,•- _ � - of : � \ zo It, ; __ -- -'� _ '�?.c US "Q .�1.1 G1/LG? _ _._� ent." J /9ZT� _ / /+, �1rowe �\� 1 � �-_ � t 5 /a "(110. .RUBBER HOSE /3) If 2 GA. GAV. 'URE (3) #3 GALV. L'.RNEUCKLE t?) ,. � 111111 +�I I I -1 I is .'I l �.l l lid � • I ' i REIJOVE SURLAP II FROM TOP 1/3 OF BALL 30 — 34,'� I O-zl-'�_ - 3 V J8 -.2 y'' /G.�c• /c�- .,�.�� /� „mil 7” . Ti "l's'/ / �' . l2E� - C2 /4— e t 9L E AVh NOTF- - Automatic irrigation system with rain sensor, timer and backflow preventer for all landscaped areas. -All plant material to be Florida #1. -All landscaped areas to get a minimum 3" layer of grade #1 mulch. -High quality pre- emergent herbicide to be applied aft�r planting and hd= mulch application. -All landscaping to be maintained by Homeowner's Association. -All planting areas shown to be filled w /shrubs & groundcover per approved Clearwater Landscape list. (section 3 -1201) 9 � ` c �1 I I LJ P_._rgG227, 19 4 11_' . G �cr_ 6 Q'o,41' y L) \j r. .++'A ...tom ): +`.sue =---= = �1......s<vw'a,.n...9� *�� tloa�7t�'Ysara� _ � -` - ^'-•' ''`—�` -'� -- �w __— ____.•_ ._•_ / __ �5��T .__._..__.1/ /�BC/��t1c/%2�_ _ff�1��"_ 3 G.��._t�._ -.� �l_ /•,�Lz°j „30 "��. , /VC C I ..3 6.w?Cf.. „� t�.!'liG I v" 11 ©et 0 r \ le f l N AU� 1 9 20OZ IDEVEL �l� t V q i DRAWN 1Z>, r\ ►y ;�:) y CHECKED DATE i 1 -- U CU SCALE JOB NO. SHEET 13 OF SHEETS I F 07 45� <:� efi 5� 100V 1<9 C 5 c �1 I I LJ P_._rgG227, 19 4 11_' . G �cr_ 6 Q'o,41' y L) \j r. .++'A ...tom ): +`.sue =---= = �1......s<vw'a,.n...9� *�� tloa�7t�'Ysara� _ � -` - ^'-•' ''`—�` -'� -- �w __— ____.•_ ._•_ / __ �5��T .__._..__.1/ /�BC/��t1c/%2�_ _ff�1��"_ 3 G.��._t�._ -.� �l_ /•,�Lz°j „30 "��. , /VC C I ..3 6.w?Cf.. „� t�.!'liG I v" 11 ©et 0 r \ le f l N AU� 1 9 20OZ IDEVEL �l� t V q i DRAWN 1Z>, r\ ►y ;�:) y CHECKED DATE i 1 -- U CU SCALE JOB NO. SHEET 13 OF SHEETS 1�o�, I"' < < 0 L z IJ z GRAPHIC SCALE: _j < 30 15 0 30 60 90 SCALE IN FEET I INCH 30 FEET Q �4j 7 4 LAKE AVE 0c M af 0 25 U a �2 Ce "J U- V) uj A 10�t. r, uj LLB -------- _ 7777- EXIST. EST. T V{.VEE + f N O(Y 7 r q L7- ZZ&Z wfi. � wrw 0, a III o0ir F-A 10, UfiLITY _j L EASEM, ENT UJ I Ld C w C41 _j 00 F FLF 51.6 Aeo pa_:Ir X// Ff, 59,1 4 .3 00 CL CL b" do 8 00 EXIST. WATER EXIST. HYDR T _ -IT I —_gce bi wle- 4!5- V Ir J 10' UTILITY-- EASEMENT _ ( Lj� .1 A 'd V 00'1 1'28"E 150.0 1 F. F zt 51.8 aQ F, F 6 F.F. 50�2 F.F, '9.4 LIV�, OAK COURT P'8 61 PG 83 I z I �_ �- � I Q Q 1 7777 -- s _ 6'UTILIn LINE OAK COURT EASEMENT PLAT [300K 61 PAGE h�POSED UTILITY EASEMENT F.� F. 593 k FF. 52 F.F. 50.5' V) 10' UTILITY + EASEMENT ry OJ 0 ocy L ��jp�,U`VAL 'VOID. 0 % J, 0) --- i C:) L6 L CL O-L 7 j AI Q0 z .12 lop. o CN 0 F. 53.0 I i F : = t_, i�� i_ I a F.F. 50.7 FF. 60., z _7 z -A N rl) r7 A. f�D aro"s al)ut u t C_ ao hve L�F7 freg List UTILITY EASEMENT per s cry 10' VTIL)TY EASEMENT f% (Ity SY1001 Botanical Name -- C04 C011111lon Name Spedfleatbil S _ew$r P4e_,*qrv4 1'04,1 49 Arecastruni Ronianzo anum I Queen P B&B; 41 -�;tc P • t"I -vV4 0 0A 1 (9 11ex Opaca Anieric "liper; 6 all Holly 2 Ca _xws,- 2:5 Lagerstroemia Indica, Crape Myrtle 2 Callper.4 04md 6SEMENT 1-;7o 3 3 Quercus Virginiana, Live Oak 4" Calip `# 10 10'UTILlry Uhnus Alata 4 Caliper.../y LOT 14 Lor 15 LOT 16 LOT 21 LOT 22 101 EASEMENT M AY 3 2002 r%r.OT LIVE OAK ESTATES P0T BOOK 62 PAGES 15-16 P N V 1 8 1 0 N 4.3 POD" 104 8V - M1011Y FAIRO IN CONSULTING CIVIL SHOIN1111119 54*v <e� 4 Z11101* 61#1130 1 L.M. 8#100 CONSTRUCTION, INC. 36460 U.S. 19 NORTH 2463 ENTERPRISE ROAD, CLEARWATIM, (127) 797-6902 PALM HARBOR, FLORIDA 34684 CL WATER, FLQRIO� '54763-1790 TAMPA (813) 223-4M3 PH4NE. (727) 789-8899 .3-1205 (1)2) 2 trees per lot x 32 tots = 64 trees 64 trees x 25% - 16 (3-1202 81): 16 Palms x 3 - 48 Palms IA.')" oilt r 7 = 112 2"caliper Oaks accent trees" I P � I itl CITY OF GILtR"".it WARNING ABOVE GROUND OR 6NDERGROUND UTILITIES MAY BE IN THE AREA OF THIS qROJECT — P CEED WITH CAUTION. CONTRACTOR IS TO PALL THE SU SHINE STATE ONE CALL AT �1- 813- 842 - 9581), 1-800-432-4710) ND FLORPA POWER CORPORATION AT 48 HOURq BEFORE BEGINNING WORK. CONTRACTOR TO PRQTECT ALL EXISTING UTILITIES IN THE AREAS OF CONSTRUCTION. r, 32- 4 )9 caliper - 32 4" Oaks NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: Randy Outks ool Own&( PROJEfeir DRWN BY: DATE fA*ft� "A, DSGN BY: DATE SUNKETCH TOWNHOMES La[ICNC. eations 2- CHKD BY: DATE P Fax AT LAKK AVE* (727);W70t4l (127) 84t-M6 REF FILE: 0030,Pi3ths, noad • Now Port Richey, FL 34653 \1 FLORVA ClEATIFIIED V-005CAP4 CQNTRACTOR CAD FILE: 544BCP-3 644 SCALE: FLORIDA REGISTERED ENGINEER . w� .. -. _ .. ,•,., „_ µau - :: }iigb water demand liadstape uto stxh as tuttmtsst he by a scpar is , kpp�`Y RE1Nf C£D irrigation zoo than low water aced uta, such As pftater bed,, art rnu El! <d 4rcas ��itiS gBER CAR EM HOSE To rater the intent of C'napters 138,154, and 166 of the Pinellas Count Land > trees. Ian* case, shell toy p'.aatsd vc tudoo area be more than,id from a water sv 1 ppi�tu MN-clopment Codc the irrigation syrcm must mote the following ;cq irmcnts: Pp c�u E�ri s � ARE hos. Bibb. TREE Shallow Hells, open surface weer bolies, or rec!airred water must he used as a source fsrivatiore systems rrttut be optrtted DX act irri mdoiat coatcvitt; t;apabla art 3 _ �� iD�4 N et ir:iaatiort watet. Tire distri'outioa system for itziguion > hal ,lot be connected to difiereatt adds betwow the saoduks ofhf;h Wd tow water 41,roVd auras, Controllers 3, WA CH ,At, 4 1/2 county or municipal water su tuces, untess it 'cAa been demoustnitcJ ,hat ihesd :uu%es Inert hava Multiple c tla sw capacity and 4 ilexib!s Werdv o TURt•18U L£ p Y P h pt 'grhtn able to bt sat to ue rot available. tom ply with local or �,vatec mans tmect district ` B''.�t�N SAUCER p Y g ttzlp0itd restrittins FINISHED I;AAQE tnigatioa sysceraas mtast ctili2e low volume �'esiytl such as lov> ria;cc:ory hcsdi or Tire rysterrl meat be egtupped with 3 r4j4 l ?r dtr:Ct oc SMC4ywhlch will 0%.VTlde ` soaks. hosts to pcovide direct appUcanea dad low evaporation. Syrems that over spra} the ;rzigaLiQa cycle of tl,.e sptinitlEr system w%rn ado to , 2'x2'x14' 'ha00EN glee •aj&A1l as oc<taTed. ('rrou „td STAB OR uETAL ueas that do not require irrigation, suth as paved urea %ill act be uccettuble. High moisture seating device ate =,muraged where appm;wiatc- OR RE!aOVE 9UR rR;& :m ;a ore need amu- mt:. not over spr3y !uw need areas. OP $ (OF 0 ROOT6LL s SOIL ulx TYPICAL',TREE 'AKINC DETAIL es 7- 6Ale” -3 a4 vc",/a -.� f "Nr. -i0 s.,w.iL i f%4 5 %>�J s ✓Ui`/ i ". ' G, 6V '' oG.; y 1 —�-- �` t .-�- y'.�` /,�!!�,►� s ,Jr/ivir -�cG` . 3�U'' c. /� Zd "OP:b j�'G�J�U.S'�1 e`er . S/ I1Ll /t'7G .C•�►?S' .S' A1G'Ge� i�r) /`% .�''+.''`.r°� ? I_ i 1Gt?14!` _ �e '� �� s� , ��''s " { 040 I.A. NO TE: STAKE TO FIRST SRAN(j�ES AS NECESSARY FOR FIRU SUPPORT 'AME :HALL NOT TOUCH OR RUO A0,ACENr RLNKS OR 6RANC qS 1► . 3• 1IV1 Cf1 112 ',A (,-AV, F=E_3 CftAOE '0' 13 CAU, __'- 4NEUCKLE FORM `AUCE,4 MTH CCNrNUCUS R;IA IAtsluuEy ^�iu,o; i it so > SFCCIF1ED PL.A,`IrN(; SOL F+A rER Jt rA1dP 1p - Ci I i- t Rtr40 E ;tR ;OCKETS :1 1' I T I ! 111=1 I I= 111=11 RE'JO�E 2URLAa FERTtUZE .AS FER !- I 1 :I 1 1`111_ 11' OF0UALLOP /3 t F RrutA%N SC)1EDULE ill =i I l�l 2 X GALL DIA. r7 F %�1l sip -�r/ +�.. ✓/ %� �/ !►� t%�_'�.% v rY7 ✓ F t, / G i►i G • ir,� � l �'',• / � "� 6. Y � ' �_'' G.�, �\ �\ 3- '11041'V 6,4:-:,4_55 /C�.r1-G , /c5 %, ter ; g5 - I.2 " 1'4--4 . GSFE yGIrir i�- /�r.,�c G 111,J 1. 30 x/ac r rr G /T.i' /Of'Gr' / Gott,• /t�'�G2G�' � _�e-_. PLEASE iYOTh' - Automatic irrigation system with rain sensor, timer and backllow preventec for all landscaped areas.' -All plant material to be Florida #1.. -All landscaped areas to get a minimum 3" layer of grade #1 mulch, -High quality pre - emergent herbicide to be applied after planting and before mulch application. -All landscaping to be maintained by Home�Q' wner's Association. -All planting areas shown to be filled w /shnlbs & groundcover per approved Clearwater Landscape list. (section 3 -1201) A. a t \ s Ise e 14,,074/ A0 ',•'ry _1f14a -54 t�5 K W Z a 41 N N h a� wo q +u Zk v� O RAW N CHOCK80 OAT A I I '— c, U BCALd II = <6i0r, JOB NO. SH138T 1 OP 8NQ ®T9 + Et At ............ Lj W LL_ _j V) 0 0; X// y e— LL) 00 z I >4 F.F. 0 0 (L L(6D 8 Do Z� w1 10' UTILITY-- EASEMENT II F. F. = 50, LIVE OAK COURT P13 61 PG 83 C LIVE 01,A�1\ COURT EASEMENT T BOOK L-,l PAGE -5 PLA 2 PROPOSED UTILITY EASEMENT LJ O I D Q F.F. = 50. NII 00 L L 7 Q0 LK L F. F. = 50.7 :D L J 7,.5' U(iLITY EASEMENT ----------- -- BY I MATS LOT 14 V) L 2 F.F. (N CN; -J � I �I Cjj 0 (D cy_ 0 C14 10' UTILITY EASEMENT :-j LJ :D 1 O'Ll rILl FY EASEMENT LOT 15 0 z 0 Ilex Opaca WARNING American Holly 2" Caliper,, 6 - ala4N ."Iae e THE AREA OF THIS Lagerstroernia hidica CONTRACTOR Lo AT 1-800-422-!497 0 0 ce_ 33 Quercus Virginiana 16 V) W '-/4 vWi L01 23 10 Ulmus Alata U_ 0 CU I I L I TY EASEMENT e-) 0 0 7- < uj Ln 0 _2 C4 LLJ V) crf LIJ 0 w z LL_ II B EXIST. WT VALVE + Et At ............ Lj W LL_ _j V) 0 0; X// y e— LL) 00 z I >4 F.F. 0 0 (L L(6D 8 Do Z� w1 10' UTILITY-- EASEMENT II F. F. = 50, LIVE OAK COURT P13 61 PG 83 C LIVE 01,A�1\ COURT EASEMENT T BOOK L-,l PAGE -5 PLA 2 PROPOSED UTILITY EASEMENT LJ O I D Q F.F. = 50. NII 00 L L 7 Q0 LK L F. F. = 50.7 :D L J 7,.5' U(iLITY EASEMENT ----------- -- BY I MATS LOT 14 V) L 2 F.F. (N CN; -J � I �I Cjj 0 (D cy_ 0 C14 10' UTILITY EASEMENT :-j LJ :D 1 O'Ll rILl FY EASEMENT LOT 15 0 z 0 LAKE AVE >1; ' e - A Ix el Ive, 0 f z I� GRAPHIC SCALE: 30 15 0 30 60 90 SCALE IN FEET 1 INCH = 30 FEET t Z7 L-j nV1 r- LLI Z LL_ n M _D :AA-7 777— 0 0 :D FS—T,` 4- EXIST. TER WATER LVE EXIST. FIRE HYDRANT . ........... 70 20 ------ 10' UTILITY,, EASEMENT LLJ _j .,,� � r N 00 0-0 F.F. 60.2� _---------------- - - --- ---- F. F. 59.1 0 r-L 00 00 z ^00 CL �e6_. L =T"y "F I �F= ' I. e t 7 T . ............... ....... ^t 0 0' 11 '2 8 E 15 0. 0 n F.F. 59.4 F. F. 6 0. _j F.F. = 52.: r. Z ........... ------- 0 F.F. = 53.0 T_ LOT 16 CL 62.29 + F.F. = 59.8 i F.F. 1 00 61.q co V) 1' UTILIFY + 0EASEMENT Q OR k � t. ^0 62.19 0` p N ._r _ I . -0 II - --------- - - - - -- -----------_-- ...... ............ ...... i II 0 X CN F. F. 62.1 r- C.h F.F. = 60.5 L z _D z I r L B Y Tee ist Sy S 00007'39"E 8n' 5 8 5. 6 qty 111NICK!"V" tanical'Na-ftie _ _- i 11ALur Commolli Name Specificatioliis 4 k 77 4 � q I 11V 0 e L4 49 1 O-X- Arecastnim Romaiizoff aiiullu 1 Queen Palm R Rr R "p LIVE OAK ESTATE PLAT BOOK 62 PAGES A11133 V 1 8 1 0 N 8 CUMBEY Go FAIL s INC. FOi4 numclwqw" My CATE ImmClurrWN CONSULTING CIVIL ENGINEERS E.E3. 93,1138 1 L.B. 12*188 ENGINEEL31NG PLANNINQ AND SURVEYS 2463 ENTERPRISE ROAD CLEARWATER (727) 797-8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223-4333 5LLVV Kt/ 4 CONSTRUCTION, INC. 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789-8899 2 'C Ilex Opaca WARNING American Holly 2" Caliper,, 6 - ala4N ."Iae e THE AREA OF THIS Lagerstroernia hidica CONTRACTOR Lo AT 1-800-422-!497 0 0 ce_ 33 Quercus Virginiana 16 V) W '-/4 vWi L01 23 10 Ulmus Alata U_ 0 CU I I L I TY LAKE AVE >1; ' e - A Ix el Ive, 0 f z I� GRAPHIC SCALE: 30 15 0 30 60 90 SCALE IN FEET 1 INCH = 30 FEET t Z7 L-j nV1 r- LLI Z LL_ n M _D :AA-7 777— 0 0 :D FS—T,` 4- EXIST. TER WATER LVE EXIST. FIRE HYDRANT . ........... 70 20 ------ 10' UTILITY,, EASEMENT LLJ _j .,,� � r N 00 0-0 F.F. 60.2� _---------------- - - --- ---- F. F. 59.1 0 r-L 00 00 z ^00 CL �e6_. L =T"y "F I �F= ' I. e t 7 T . ............... ....... ^t 0 0' 11 '2 8 E 15 0. 0 n F.F. 59.4 F. F. 6 0. _j F.F. = 52.: r. Z ........... ------- 0 F.F. = 53.0 T_ LOT 16 CL 62.29 + F.F. = 59.8 i F.F. 1 00 61.q co V) 1' UTILIFY + 0EASEMENT Q OR k � t. ^0 62.19 0` p N ._r _ I . -0 II - --------- - - - - -- -----------_-- ...... ............ ...... i II 0 X CN F. F. 62.1 r- C.h F.F. = 60.5 L z _D z I r L B Y Tee ist Sy S 00007'39"E 8n' 5 8 5. 6 qty 111NICK!"V" tanical'Na-ftie _ _- i 11ALur Commolli Name Specificatioliis 4 k 77 4 � q I 11V 0 e L4 49 1 O-X- Arecastnim Romaiizoff aiiullu 1 Queen Palm R Rr R "p LIVE OAK ESTATE PLAT BOOK 62 PAGES A11133 V 1 8 1 0 N 8 CUMBEY Go FAIL s INC. FOi4 numclwqw" My CATE ImmClurrWN CONSULTING CIVIL ENGINEERS E.E3. 93,1138 1 L.B. 12*188 ENGINEEL31NG PLANNINQ AND SURVEYS 2463 ENTERPRISE ROAD CLEARWATER (727) 797-8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223-4333 5LLVV Kt/ 4 CONSTRUCTION, INC. 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789-8899 2 'C Ilex Opaca WARNING American Holly 2" Caliper,, 6 - ala4N ."Iae e THE AREA OF THIS Lagerstroernia hidica CONTRACTOR Crape Myrtle 2" Caliper. 6 AT 1-800-422-!497 n) AN D D LOR'DA POWER CORPORATION AT �1- 813 - 842 -95 CONTRACTOR TO PR 33 Quercus Virginiana AREAS OFCONSTRU Live Oak 4" Caliper". / '-/4 vWi L01 23 10 Ulmus Alata Winged Elm -4 " Caliper'-py CU I I L I TY EASEMENT e-) -3-1205 (D2) 2 trees per lot x 32 lots = 64 trees 64 trees x 25% = 16 (3 -1202 B1): 16 Palms x 3 = 48 Palms 16- 2" caliper x 2 = 32 2"caliper Oaks " accent trees" 32- 4" caliper = 32 4" Oaks DRWN BY: DATE DSGN BY: DATE CHKID BY: DATE REF FILE: CAD FILE: 54413CP-3 SCALE: NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: Sinco Randy Bulk" GHW 1931 Owner PROJECT SUNKETCH TOWNHOMES Landscape, creations 'in AT LAI$ V Phone Fax 77r-� 7-7. Wi ;727) 845-7014 (727) 841-0906 Q_ 0030,Plathe Road a New Porl Richey, FL 34653 FLORIDA CERTIFIED LANDSCA .. PE CONTRACTOR 1616 JACOB CT �00? I I 13CP2002-06533 544D FLORIDA REGISTERED ENGINEER LANDSCAPE PLANS FOR COMPLETE PROJECT I SUN KETCH TOWNHOMES- MARLIN#2 Zoning: LMDR atlas# 297B WARNING ABOVE GROUND OR PNDERGROUNDj UTILITIES MAY BE IN THE AREA OF THIS qROJECT — PfjOCEED WITH CAUTION, CONTRACTOR FALL THEFSUNSHINE STATE ONE CALL AT 1-800-422-!497 n) AN D D LOR'DA POWER CORPORATION AT �1- 813 - 842 -95 CONTRACTOR TO PR 1), 48 HOUR BEFORE BEGINNING WORK, TECT ALL EXISTING UTILITIES IN THE AREAS OFCONSTRU TION. NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: Sinco Randy Bulk" GHW 1931 Owner PROJECT SUNKETCH TOWNHOMES Landscape, creations 'in AT LAI$ V Phone Fax 77r-� 7-7. Wi ;727) 845-7014 (727) 841-0906 Q_ 0030,Plathe Road a New Porl Richey, FL 34653 FLORIDA CERTIFIED LANDSCA .. PE CONTRACTOR 1616 JACOB CT �00? I I 13CP2002-06533 544D FLORIDA REGISTERED ENGINEER LANDSCAPE PLANS FOR COMPLETE PROJECT I SUN KETCH TOWNHOMES- MARLIN#2 Zoning: LMDR atlas# 297B I p an le, _N9W 2 KY REINFORCED WOOER GARDEN HOSE Tomemerthe intent of Chapters 133, 154, and 166 of tl�c FincUis County Lan-' DOUBLE STRANOJ12 I Development Code the irrigation system must meet the following requirements: " GAUGE TWISTED RE TREE 'ARAP Shallow wells, open surface water bodies, or recialmed water must he used as a source of irrigation water. The distribution system for irn AL 8 1/2' 0 �acionshZl not be connected' to county or municipal water sources, unless Wean been demonstr.ited that th.,ilz: 3' MULCH TURNBUCKLE are not available. 6'MIN SAUCER FINISHED GRAOE Irrigation systems m= utilize low volume desiypi such as loo 6aice,,ory herds or 2'x2'x24' INOODEN ,:. r provide s to direct application and low evaporation. Systems that over spray soak STAKE OR METAL areas that do not require irritation, such as paved areas will not be acceptable. High ANCHOR irrigation need are-is m= not over spray low need areas. REMOVE BUR AP 9MRIEIVEN FROM 2 OF INTO GROUND ROOT13ALL SOIL MIX TYPICAL 'TREE STAKING DETAIL NOTE: STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT R1RE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3' MULCH C'rPRESS GRADE 'a'— FORIA SAUCER WITH 3' CCNTINUOUS RI?4 z EMS-11,14C SOIL ' SFMr,F1ED PLANTING SOIL WA rER & TAMP ro -REMOVE AIR POCKETS 'FERTILIZE AS PER 'rERPLJZAT1ON SCHEDULE 6 V -4,(LJLT1-S7_!.1 TREE �'_ 3LIOEER HOSE (3) 412 CA. GAV. ',MRE (,I) y3 CALV. T'URNOUCKLE IN 171 11 al REMOVE BURLAP FROM Top 1/3 II. —III III —III E OF BALL 2 X BALL DIA. 21 11-LO. water demand landscape areas such as turf must be stn•ed by a separate irrigation zone than lo%v water need areas, such as planter be&q, or rnulchcd areas with trees. I" no case. shall any planted vegetadon area be more than 50' from a water supply hose bibb. Irrigation systems must be opervod by anirrigation coatrollercapable of 'differendating between the schedules of high and low water &-Mand areas. Controllers must have multiple cycle start capacity and .n. 11exible ='cndar Drop,= able to be set to comply with local or water management district imposed rC='c*dor11S. The system must be equipped with a rain sensor device or s'MiLch which will oWdITIdc I-Ile irrigation cycle of the sprinkler system when adequate nairifalli,asoccurred. (bound moisruze sensing devices are encouraged where appropriate. V -3 X 1104& V 3- V"Olqll -.;z Y" �2 er�dd '2 a /L 48 13 3 6 //� a 0 "a -2 2- 111"413i�el-,111-111`;1_1 cf 5"4- .0" e- mot& // 114�) 11-1 001f�l 6- 141 lo, 6, 7' e- -- — ---- -e, ok 30 ilk] M /✓�. olf' P-111e:96-11�A-11114k) 7 3 0 'Ire eF4k 611-11411r--. PLEASENOTE: -Automatic irrigation system with rain sensor, timer and backflow preventer for all landscaped areas. -All plant material to be Florida #1. .-All landscaped areas to get a minimum 3" layer of grade #1 mulch. -High quality pre-emergent herbicide to be applied alt planting and before mulch application. -All landscaping to be maintained by Homeowner's Association. -All planting areas shown to be filled w/shrubs & groundcover per approved Clearwater Landscape list. (section 3-1201) 00, 3 64,1, ;2 Y 1-1 N 00,0 - 7- 6 431"0" el- Ile, 406 1 .9 4 r v� V 3 v� q �u Z� DRAWN 1Z V\ 1l1 _1_,�> I/ CHECKED OATS i - CD cD SCALE JOB NO. Qj SHOOT OF SHEETS SITE DATA N0TEc�' FLOOD ZONE NOTE; THIS PROPERTY LIES WITHIN FLOOD ZONE C, AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #125138- 0108C, 6/1/83. LEGAL DESCRIPTION PARCEL 1 (OR 8766 PAGE 1206) BEGIN AT THE NORTHWEST CORNER OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PACE 63 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N.00'07'28 "W., ALONG THE I'AST RIGHT -OF -WAY LINE OF LAKE AVENUE, 449.36 FEET; THENCE S.88'50'38 "E., 310.63 FEET TO i% POINT ON THE WEST BOUNDARY OF LIVE OAK ESTATES, AS RECORDED IN PLAT BOOK 62, PAGES 15 `>,ND 16' OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S.00'06'31 "E., ALONG SAID ''VEST BOUNDARY, 442.42 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID LIVE OAK COURT; TIIENCE S.89'52'32 "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 561) BEGIN AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SECTION 14, TOWNSHJ 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 Al ENUE, 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 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 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, FLORIDA BEING MORE FULLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 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 SOUTHEAS 1/4 OF SECTION 14, 555.00 FEET; THENCE N•89'52'11 "E., 33.03 FEET TO THE EASTERLY RIGHT- OF -WA,Y LINE OF LAKE AVENUE (66' RIGHT -OF -WAY) SAID POINT BEING ALSO THE NORTHWEST CORNER OF LOT 8 OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PAGE 83 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE N•00'07'28 "W., ALONG THE EASTERLY RIGHT - OF -WAY LINE OF LAKE AVENUE, 742.77 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF DRUID ROAD (66' RIGHT -OF -WAY); THENCE S.88'53'27 "E•, ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF DRUID ROAD, 110.30 FEET; THENCE S•00'11'28 "E., 150.02 FEET; THENCE S.88'53'16 "E•, 199.90 FEET TO THE WEST LINE OF LIVE OAK ESTATES EXTENDED, AS RECORDED IN PLAT BOOK 62, PAGES 15 AND 16 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S•00'07'39 "E•, ALONG THE WES, LINE OF LIVE OAK ESTATES AND THE NORTHERLY EXTENSION THEREOF, 585.69 FEET TO THE NORTH LINE OF THE AFORESAID LIVE OAK COURT; THENCE S.89'48'23 "W., ALONG THE NORTH LINE OF LIVE OAK COURT, 310.34 FEET TO THE POINT OF BEGINNING. CONTAINING 4.58 ACRES, MORE OR LESS �I' � � v P' cal; J E c_ : T LOCATION VICINITY MAP TOWN HOME 20' (MIN) 24' INGRESS EGRE S EASEMENT TYP SETBACK; BUILDING 10' UTILITY EASEMENT 20' (MIN) SETBACK �0' BOTH SIDES 2' 10 10' 2' 4' SOD 4' S W I SETBACK: PAVEMENT CURB 1 SIDE 20' (MIN) BUILT TO CITY OF CLEARWATER I I STANDARDS 3' MIAMI CURB, TYPICAL BOTH SIDES, TYPICAL STREET SECTION N.T.S. ti • I �� CU� � N `� ✓� ' CUMBEY & FAIR, INC. rev 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763 CONSTRUCTION, INC. FOR CUMBEY & FAIR, EB 2168 OCTAVIO CABRERA, P.E. #14663 FLORIDA REGISTERED ENGINEER 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789 -8899 EXISTING (Area / %) PROPOSED (Area / %) TOTAL AREA 4.612 AC 4.612 AC IMPERVIOUS AREA 2.545 AC /55.2% 2.497 AC /53.8% GREEN SPACE 2.067AC/44.8% 1.966AC/42.4% STORMWATER AR EA RETENTION AREA NONE 0.179AC/3.9% ZONING LMDR LMDR (RESIDENTIAL IPlFILL PROJECT) SETBACKS: FRONT N/A 10 -25' BACK N/A 0 -5' SIDE N/A 0-15' LOT SIZE LAND USE COMM. /SAW MILL RESMENTIAL No. LOTS /No. UNITS N/A 32 N0TEc�' FLOOD ZONE NOTE; THIS PROPERTY LIES WITHIN FLOOD ZONE C, AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP, COMMUNITY PANEL #125138- 0108C, 6/1/83. LEGAL DESCRIPTION PARCEL 1 (OR 8766 PAGE 1206) BEGIN AT THE NORTHWEST CORNER OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PACE 63 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE N.00'07'28 "W., ALONG THE I'AST RIGHT -OF -WAY LINE OF LAKE AVENUE, 449.36 FEET; THENCE S.88'50'38 "E., 310.63 FEET TO i% POINT ON THE WEST BOUNDARY OF LIVE OAK ESTATES, AS RECORDED IN PLAT BOOK 62, PAGES 15 `>,ND 16' OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S.00'06'31 "E., ALONG SAID ''VEST BOUNDARY, 442.42 FEET TO A POINT ON THE NORTH BOUNDARY OF SAID LIVE OAK COURT; TIIENCE S.89'52'32 "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 561) BEGIN AT THE NORTHWEST CORNER OF THE SW 1/4 OF THE SE 1/4 OF SECTION 14, TOWNSHJ 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 Al ENUE, 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 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 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, FLORIDA BEING MORE FULLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 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 SOUTHEAS 1/4 OF SECTION 14, 555.00 FEET; THENCE N•89'52'11 "E., 33.03 FEET TO THE EASTERLY RIGHT- OF -WA,Y LINE OF LAKE AVENUE (66' RIGHT -OF -WAY) SAID POINT BEING ALSO THE NORTHWEST CORNER OF LOT 8 OF LIVE OAK COURT AS RECORDED IN PLAT BOOK 61, PAGE 83 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA AND THE POINT OF BEGINNING; THENCE N•00'07'28 "W., ALONG THE EASTERLY RIGHT - OF -WAY LINE OF LAKE AVENUE, 742.77 FEET TO THE SOUTHERLY RIGHT -OF -WAY LINE OF DRUID ROAD (66' RIGHT -OF -WAY); THENCE S.88'53'27 "E•, ALONG THE SOUTHERLY RIGHT -OF -WAY LINE OF DRUID ROAD, 110.30 FEET; THENCE S•00'11'28 "E., 150.02 FEET; THENCE S.88'53'16 "E•, 199.90 FEET TO THE WEST LINE OF LIVE OAK ESTATES EXTENDED, AS RECORDED IN PLAT BOOK 62, PAGES 15 AND 16 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; THENCE S•00'07'39 "E•, ALONG THE WES, LINE OF LIVE OAK ESTATES AND THE NORTHERLY EXTENSION THEREOF, 585.69 FEET TO THE NORTH LINE OF THE AFORESAID LIVE OAK COURT; THENCE S.89'48'23 "W., ALONG THE NORTH LINE OF LIVE OAK COURT, 310.34 FEET TO THE POINT OF BEGINNING. CONTAINING 4.58 ACRES, MORE OR LESS �I' � � v P' cal; J E c_ : T LOCATION VICINITY MAP TOWN HOME 20' (MIN) 24' INGRESS EGRE S EASEMENT TYP SETBACK; BUILDING 10' UTILITY EASEMENT 20' (MIN) SETBACK �0' BOTH SIDES 2' 10 10' 2' 4' SOD 4' S W I SETBACK: PAVEMENT CURB 1 SIDE 20' (MIN) BUILT TO CITY OF CLEARWATER I I STANDARDS 3' MIAMI CURB, TYPICAL BOTH SIDES, TYPICAL STREET SECTION N.T.S. ti • I �� CU� � N `� ✓� ' CUMBEY & FAIR, INC. rev 2463 ENTERPRISE ROAD CLEARWATER, FLORIDA 33763 CONSTRUCTION, INC. FOR CUMBEY & FAIR, EB 2168 OCTAVIO CABRERA, P.E. #14663 FLORIDA REGISTERED ENGINEER 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789 -8899 I. IWA- ......... -- DATE sinco r J-," Randy Ourks Owner CY DSGN BY: DATE Lan c,-djb&;`,creations CHKD BY: DATE Phone Fax < REF FILE: < 0030tPlathe!load # Now Port Richey, FL 34653 FLORIDA CERTIFIED LANDSCAPf-i- CONTRACTOR CAD FILE: 544BCP-3 0 — Li ::D < Eh- (,n GRAPHIC SCALE: < 30 15 0 30 60 90 SCALE IN FEET I I'N C 11 = 30 FEET f Z < LJ LAKE AV[. u Ce 10 ts W rL cl� Lj V) L'i 0 V) uj LAJ U 04 V) Z LA - V) V) Uj LLJ 0 LJ L D < C) u- M b- n M —.-Yy w B .......... EXIST. EXIST. E�IST, A L WATER VALVE' WATER V�LVE --vEXiST. FIRE HY N 0,0" 0-1. -1�1 � WP DRANT ti J- IfY 0 FA` 1. M E N I LAj 7 V) 0 LJ C) Z d) 0- a- o 0 (D 0L 00- 0011 Go 00 .5 0- Z: r V LILY W: V); LA'A--N,IEN1 L _, i I S 00"I 1'28"E 150.0 :D! In CN L: LIVE OAK COURF -j � ; � ! � � 5�� PA R RE�� PB 61 IDG 83 -�7 . . . . . . . . . . . . < P 62 29 ALL LANDSCAPING TO Bj PROTECTED FROM VEHICULAR OR PEDESTRIAN RMFIC BY A MINIMUM SIX INCH HIGH CURBING -OR AtEL STOPS. > EXIST. if CO 00 Tree List V) CL + qty symbol Botanical Name Common Name Specifications DPn 1A 1W 48 Arecastrum ueen ralm. 0 L6 0, 0 62.19 CK 7 2" Caliper 6-8' Ilex Opaca American Holly 0 f- t z Z -4- z dica Crape Myrtle 2" Caliper 6-8' 11-: - 11 22 Lagerstroemia in ^0 /0 N L I.F 0 5-6'OAH 0) 5 Ligustrumjaponicurn Ligustrum Tree CD Q. 2 Ligustrumjaponicurn Ligustrum Tree 6-7' OAH -01 -JI 32 Quercus Virginians Live Oak 4" Cal. 14'- 16' 10' UTIi.11%� EASEMCNI 00"07'39 E 6 585.69 v 6"-8" Caliper rEy�G 0 2 Quercus Virginiana Live Oak (existing) _j 10 Ulinus slats Winged Elm 4" Cal. 14-16' A")Etvl,NT ANY CHANGES IN SPECIES, SPECIFICATIONS, OR DESIGN WITHOUT THE CONSENT OF THE PLANNING DIRECTOR RENDERS PLAN APPROVAL VOID, V� D WARNING ? \0 ABOVE GROUND OR UNDERGROUND: UTILITIES MAY BE IN -NI- CT - P�OCEED WITH CAUTION. THE AREA OF THIS PROJECT > CONTRACTOR IS TO GALL THE SUNSHINE STATE ONE CALL -3-1205 (D2) AT (1-800-432-4710) AND FLORIDA POWER CORPORATION 2 trees per lot x 32 lots 64 trees AT (1-8!,3-842-9591). 48 HOURS; BEFORE BEGINNING WORK. 64 trees x 25% 16 CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE \\(3-1202 Bl): AREAS OF CONSTRUCTION, 16 Paints x 3 = 48 Palms 16- 2" caliper x 2 = 32 2-caliper Oaks "accent trees" 32- 4" caliper = 32 4- Oaks CONSTRUCTION, INC. 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789-8899 DRWN ElY: DATE sinco r J-," Randy Ourks Owner DSGN BY: DATE Lan c,-djb&;`,creations CHKD BY: DATE Phone Fax (727) P45-7014 (727) 841-0936 REF FILE: 0030tPlathe!load # Now Port Richey, FL 34653 FLORIDA CERTIFIED LANDSCAPf-i- CONTRACTOR CAD FILE: 544BCP-3 SCALE: — FLORIDA REGISTERED ENGI.NEFF�— NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: 1% < ::D 0 t!) cl RR G�\ Uj CL. < z 0 < "0 P Rr�G ZZ�S U cr- Cz LLJ V) 0 C) W Z :5 Lj co Z) F— z W.- LJ I INCH = aI oz LAj U cr_ V) V) LAJ t < Lj 0 U- Z Ll- ZD 3w REF FILE: 1303D-Plalho Road • Now Pori Richey, FL 316E, < CAD FILE: 544BCP--3 < FLORIDA REGISTERED ENGINKIR 0 z Li 0 < GRAPHIC SCALE: � t!) cl RR G�\ Uj CL. < z 0 < "0 P Rr�G ZZ�S U cr- Cz LLJ V) 0 C) W Z :5 Lj co Z) F— z W.- LJ I INCH = aI oz LAj U cr_ V) V) LAJ t < Lj 0 U- Z Ll- ZD 3w LAKE AV[ O 30 15 -0 30 60 90 SCALE IN FEET I INCH = 30 FEET z DSGN BY: DATE L a n a�a C'I f'ations 'M tY V) Phone Fax (727) P45-7014 (727) 341-09 REF FILE: 1303D-Plalho Road • Now Pori Richey, FL 316E, J Tj LL- - -- --- B EXIST. EXIST. ELIST, ER V)ATER — VALVE WATER EXIST S ")ATE VI LVE -v[XiST. H YQ� , 41- A"A II FIRE 4- T YDRANT 00 AD-,. � 11 -.- 0- If W( U O. i, —j r EA'-A.I,,IEN1 1j V) C) -J 0 0 W U r2 0 z CL 0 0 0; ! ! - cl� 00- < r 3 0) CL Z CO -�e e;- r,-� e' -- 7' /? 00 L4-- Z 4 _J f- , i - CN f _ r U), A, Uj: _J 7 ; ; i L LA'A- MEl',11 L -J: S 00*11 '28"E 15 i --i _ _ �:�__� __ V 0.0 D! 'T i < 11VE OAK CO�JRF PB 61 130 83 J < 14 r7l 62-29 �--- - ---� -- W > - - ----------------------- -- ALL LANDSCAPING TO BE PROTECTED FROM LLJ P VEHICULAR OR PEDESIRM TWFIC BY A MNIMUM 7-- SIX INCH WH*CURMNG OR WHEEL STOP& D 00 Tree List J OC) 7 -j V) CL i N qty symbol Common Botanical Name n Name Specifications co Queen Palm B&B 14-20' 0 �j c\I 00, 48 I Arecastrum L6 0 r. 62_19 ZZ ------- ai OL American Holly 2" Caliper 6-8' aca Q0 17 Ilex Op L z z 2" Caliper 6-8' y o I— I 1 1 - dica Crape Myrtle 22 Lagerstroemia in Orf 0 1-44 CN 5 Ligustrumjaponin icu Ligustrum. Tree 5-6'OAH R 13 V a 0 0 0 BY DATU GV DATU ------------------------- 0, – - 2 Ligustrum japonicurn Ligustrum Tree 6-7' OAH f 4" Cal. 14% 16' cn 32 Quercus Virginiana Live Oak 10' UTIi.I1Y S 00-07'39"E 585.69 U4 2 Quercus Virginiana Live Oak (existing) 6"-8" Caliper L 4" Cal. 14-16' 10 , 1 1 i- Hy 4A Ulmus alata Winged Elm - /< 10 FA.-�[ LJ Ij I 11, 1 1Y 1, 01 ANY CHANGES IN SPECIES, SPECIFICKIONS, OR DESIGN WITHOUT THE CONSENTOF THE RMNINP DIRECTOR RENDERS RAN APPROVAL VOID, .-6; --Vffl A R N I N G A \ \\� I \ \ \� \` / I .' ``� le, : UTILITIES MAY BE IN ABOVEGROUND OR UNDERGROUND' THE AREA OF THIS PROJECT PROCEED WITH CAUTION. 4 CONTRACTOR IS TO CALL THE SUNSHINE STATE ONE CALL >1 PLAI [-3`C)K C2. PAk1A-:`.', iG -3-1205 (D2) AT (1-800-432-4710) AND FLORIDA POWER CORPORATION 2 trees per lot x 32 lots 64 trees AT (1-81 5-842-9591), 48 HOURS BEFORE BEGINNING WORK, 64 trees x 25% = 16 CONTRACTOR TO PROTECT ALL EXISTING UTILITIES IN THE ;/ \ / \(3- 1202131): AREAS OF CONSTRUCTION, 16 Palms x.) =48 rahiis I 16- 2" caliper x 2 = 32 2"caliper Oaks " Ucclit trees" 32- 4" caliper = 32 4" Oaks FOR 09 Nsuamird NO (90 ulng= MMA001 M, RN01 C340. E20900 I L.M. C-3qsm ENGINEEBING PL8sUN—ING LAL112 5-WI3VEY5— 2463 ENTERPRISE ROAD CLEARWATER (727) 797-8982 CLEARWATER, FLORIDA 33763-1790 TAMPA (813) 223-4333 no CONSTRUCTION, INC. 36460 U.S. 19 NORTH PALM HARBOR, FLORIDA 34684 PHONE: (727) 789-8899 NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: 0-M K-11 MIKELL-1 fo NJ VOINUP111-MMOM12 -0-1 AV EMS A W 0 0 Iota Sinco a fit, nondy ❑urki DRWN EiY: DATE Owner DSGN BY: DATE L a n a�a C'I f'ations 'M CHKD BY: DATE Phone Fax (727) P45-7014 (727) 341-09 REF FILE: 1303D-Plalho Road • Now Pori Richey, FL 316E, fL nloACMTIFIED LANDSCAPd- CONTRACTOR CAD FILE: 544BCP--3 SCALE; FLORIDA REGISTERED ENGINKIR NOT VALID FOR CONSTRUCTION UNLESS SIGNED IN THIS BLOCK DATE: 0-M K-11 MIKELL-1 fo NJ VOINUP111-MMOM12 -0-1 AV EMS A W 0 0 Iota