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1860 GULF TO BAY BLVD.. 't I660 Eulf �-0 6Qu� �cDonalc� MC DONALDS CORP 009/0024 C/O VAZQUEZ, JUAN PO BOX 8589 CLEARWATER, FL 33758 F _ ..1 RE: 1860 GULF TO BAY BLVD Dear Property Owner: The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance with Section 3 -1204 you must insatll 1 Florida Grade #1 Crape Myrtle along Gulf to Bay. Replace 3 missing Sago Palm trees. Replace the dead Indian Hawthorne in the hedge along gulf to Bay. Replace the 4 dead Hibiscus bushes in the interior Island by the outdoor dinning area. Replace the dead Indian Hawthorne in the North perimeter hedge. Mulch any and all landscaping beds according to Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by August 22, 2008. Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, or if you need any additional information, please do not hesitate to contact th�f Clearwater Planning Department. A A _ I t Inspector Sigtature DATE MAILED: 7/22/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r: \Forms \CLW Cou rte syUrCDC. rpt CITY OF CLEARWATER : MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE FLORIDA •�•� POST OFFICE BOX 4748, CLEARWATER, 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 ysO Courtesy Notice Planning Department CDC2008 -02004 MC DONALDS CORP 009/0024 C/O VAZQUEZ, JUAN PO BOX 8589 CLEARWATER, FL 33758 F _ ..1 RE: 1860 GULF TO BAY BLVD Dear Property Owner: The City of Clearwater Planning Department has done an inspection at the above address and has found the property is in violation of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the landscaping requirements at the time of original planting and in accordance with the approved landscape plan. Specifically, To be in Compliance with Section 3 -1204 you must insatll 1 Florida Grade #1 Crape Myrtle along Gulf to Bay. Replace 3 missing Sago Palm trees. Replace the dead Indian Hawthorne in the hedge along gulf to Bay. Replace the 4 dead Hibiscus bushes in the interior Island by the outdoor dinning area. Replace the dead Indian Hawthorne in the North perimeter hedge. Mulch any and all landscaping beds according to Section 3 -1204 Part B. No further action is required on your part if the violation is corrected by August 22, 2008. Our goal is to achieve voluntary compliance through education, communication and cooperation. We would appreciate your assistance in achieving this goal. If you have any questions concerning this matter, or if you need any additional information, please do not hesitate to contact th�f Clearwater Planning Department. A A _ I t Inspector Sigtature DATE MAILED: 7/22/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r: \Forms \CLW Cou rte syUrCDC. rpt CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL PERMIT NAME OF OWNED MCDONALDS CORPORATION REASON FOR REMOVE c 3 cn SITE ADDRESS 1860 GULF TO BAY BOULEVARD cue n below 00 m -00 PHONE (813)6.30-9634 -- y N OWNER'SADDRESS 10150 HIGHLAND MANOR DR. STE 470 TAMPA OHazardous 0 o O C) LOCATION OFTREE(S) ON LOT GULF TO BAY B n — - - -_-- E3 Cn ,� C SPECIES AND NUMBER OF TREE(S) 2 SABAL PALM o o ! D i �°�► er pe ify) v ado 19 TO APPLICANT: A non - refundable fee of $15.00 for u to five tQ E N be removed, plus 53.00 for every treiii above o e removed is required. SEP 0 0 201 fee ec'd. $ 9-5-;Q11 y > A) CONSTRUCTION 1. For new construction, additions or other modifications o a proper Fwl�(ct Ifl(roiZ41eFncal of a p tected ti �' a site plan Is required. This site plan must have a minimum s q1$EECfG" _X M 0 GE)aer all othe * site plan must include: CITY OF C! A F' ` +`J A T E H 0 r a. Major Changes of Grade f, Proposed Number o -- -j:- Ail-Protecie ding: D b. Structure Locations g. Proposed Underground Utilities (I) Diameter of 4.5' above grade � c, Driveways and Walks h. Zoning Setbacks (11.) 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 Tr, 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 D 1. Tree replacement minimum standards: 10' overall height, 2.5" 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 m 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 t permit issued shall render it null and void and be considered a violation of the Community Development Code. BRAULIO GRAJALES Signature of owner or applicant Printed Name 5300 CYPRESS STREET SUITE 282 HIGH POINT ENGINEERING Address Agency Representing OCL # TAMPA FL 33607 (813)765 -6433 City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid �Until Signed By City Manager or his Designated Agent Inspe or's Comments: J" " Required Replacement Trees Applicable Code Section: 005 Based on the Inspector's comments and Information submitted, the above removal application is: O Approved as Submitted Approved- Modified as Noted Above D Denied Signed: Date: '9 /9 Community Vevelopr;Jht Coordinator or Designee /Inspector Valid for ix months from the date of issuance. -,,,,, .An.:— v u,,..,- 4nnlirnnt Rev. 2-03 o Planning ar 1860 GULF TO BAY BLVD Cletorwater BCP2011 -08527 Teleph SITE U MCDONALDS Atlas #: 289A Zoning' Commercial APPLICATION FOR LAND CLEARING & GRUBBING PERMIT A non - refundable filing fee of $10.00 is required. DATE 9-5-2011 Permit is applicable for 6 months from date of approval. RECEIPT NO. In accordance with the Community Development Code, I hereby apply for permit to land clear and /or grub the property described below: CD 1. Location of Property: 1860 GULF TO BAY BOULEVARD 2. Project Name: MCDONALDS RESTAURANT REMODEL 3. Purpose of clearing and /or grubbing: ❑ New 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) EXISTING MCDONAL CURRENTLY IN OPERATION �L Y 5. Proposed method of debris disposal PINELLAS COUNTY CEI TIFID'_F`TL V - i 6. Tentative date to begin work 10-15-11 ,r i FP 0 9 2011 S LE 7. Proposed method of soil erosion control SILT FENCE i I 8. ❑ No -Tree Verification Required IN Tree Removal Permit t'eq%jrW- 1 B O R k C, c.) G S E R V I C E S NATER I AM AWARE AND UNDERSTAND THE REQUIREMENT 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. 5300 CYPRESS STREET, SUITE 282 Signature of Owner or Owner's Representative Address BRAULIO GRAJALES TAMPA FL 33607 Printed Name City State Zip Code HIGH POINT ENGINEERING Representative's Firm (813)- 765 -6433 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. Land DO NOT WRITE BELOW THIS LINE Based on the above comments and information bmitted, the above clearing & grubbing application is: ❑ Approved As Su miffed Approved - Modified As Noted Above ❑ Denied Signed: Date: 9PA4 City Mana er or D i nee CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES l, s TREE REMOVAL PERMIT NAME OF OWNER MCDONALDS CORPORATION SITE ADDRESS 1860 GULF TO BAY BOULEVARD PHONE (813)630 -9634 OWNER'S ADDRESS 10150 HIGHLAND MANOR DR. STE 470 TAMPA LOCATION OF TREES) ON LOT GULF TO BAY B R-- SPECIES AND NUMBER OF TREE(S) 2 SABAL PALM R M. TO APPLICANT: A non - refundable fee of $15.00 for be removed, plus $3.00 for every tr removed is required. to fiv eg tQ, above $75--Fe- REASON o e REASON FOR REIVIOV/ N � cn C � * Construction "A" � o m 0 co •See below n v N O o Hazardous o p _L t]- -0eclNai 3 ° -L C v o a Vte pp -f- n N � SEP 0 9 201tee ec'cl. $ i 9 -5- D A) CONSTRUCTION 1. For new construction, additions or other modifications oi a properi? '5iV(:Fi InQ)!vMf Tn&al of a pr tected ti Cn a site plan is required. This site plan must have a minimum 11G90 o r all othe! *t site plan must include: CITY OF C L E A R W A T E R 00 a. Major Changes of Grade f. Proposed Number o 4dng- Spaces mil °Protected -TTe rh ing: D b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade 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 (tv.) Diseased or Insect infested Tr 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: 10' overall height, 22' 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 above4dentified 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 permit issued shall render it null and void and be considered a violation of the Community Development Code. BRAULIO GRAJALES Signature of owner or applicant Printed Name 5300 CYPRESS STREET, SUITE 282 Address TAMPA FL 33607 City State Zip HIGH POINT ENGINEERING Agency Representing OCL # (813)765 -6433 Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Comments: Required Replacement Trees: Applicable Code Section: �'' Based on the Inspector's comments and Information submitted, the above removal application is: ❑ Approved as Submitted Approved- Modified as Noted Above ❑ Denied Signed: Date: '94 Community evelopm t Coordinator or Designee /Inspector Valid for Ax months from the date of issuance. . ,. 1 3+ of . . o, n .. i ,, . ont Cvn,iroc v w,.., _ 4nnlirnnt Rev. 2-03 D D m v LL Clearwater Planning art, 1 860 GULF TO BAY BLVD BCP201 1 -08527 Teleph SITE MCDONALDS Atlas #: 289A Zoning: Commercial APPLICATION FOR LAND CLEARING & GRUBBI PERMIT A non - refundable filing fee of $10.00 is required. DATE ' 9-5-2011 Permit is applicable for 6 months from date of approval. RECEIPT NO. 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: 1860 GULF TO BAY BOULEVARD 2. Project Name MCDONALDS RESTAURANT REMODEL 3. Purpose of clearing and /or grubbing: ❑ New 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) EXISTING MCDONAL�S _ "" CURRENTLY IN OPERATION U C'�� L""PJ LL LA� AU 5. Proposed method of debris disposal PINELLAS COUNTY CERTIFIED�L N� V E D 6. Tentative date to begin work 10-15-11 7. Proposed method of soil erosion control S7 cu w 8. ❑ No -Tree Verification Required 3 Tree Removal Permit hegU�r ,94 B O R I, O O r S E R V I C E S i T Y O I AM AWARE AND UNDERSTAND THE REQUIREMENT 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. 2--� 5300 CYPRESS STREET, SUITE 282 Signature of Owner or Owner's Representative Address BRAULIO GRAJALES TAMPA FL 33607 Printed Name City State Zip Code HIGH POINT ENGINEERING Representative's Firm (813)- 765 -6433 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. DO NOT WRITE BELOW THIS LINE Land Re Based on the above comments and information bmitted, the above clearing & grubbing application is: ❑ Approved As Su miffed Approved - Modified As Noted Above ❑ Denied Signed: Date: I City Mana er or D i nee Page 1 of 1 Case Activity Listing Case Activity Listing Case #: CDC2008 -02004 1860 GULF TO BAY BLVD .,�.. Assigned Done: Updated Updated Activity Description Date l Date 2 Date 3 Hold Disp To . By Date . By Complaint Received 7/22/2008 None M_A 7/22/2008 M_A Inspection 7/22/2008 8/22/2008 8/22/2008 None PASS M_A M_A 8/22/2008 'M—A Courtesy Letter 7/22/2008 8/22/2008 None FAIL M_A 7/22/2008 M_A Compliance 8/25/2008 None DONE M_A 8/25/2008 M_A Page 1 of 1 Case Activity Listing CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748 Telephone (727) 562 -4720 Fax (727) 562 -4735 Compliance, Notice Planning Department MC DONALDS. CORP.. 009/0024 C/O VAZQUEZ, JUAN PO BOX 8589 CLEARWATER, FL 33758 RE: 1860 GULF TO BAY BLVD Dear Property Owner: CDC2008 -02004 The City of Clearwater Planning Department has done a re- inspection at the above address and has found the property is in compliance of the following City code: Section of City Code violated: 3- 12041. Facts behind violation: ""DEAD, DECLINING, MISSING. AND DISEASED PLANT MATERIAL" shall be replaced with health material of simil ype in keeping with the landscaping requirements at the time of original planting and jp�cordan e i th approved landscape plan. AR / o/ Inspector Signature DATE MAILED: 9/2/2008 INSPECTOR: Matthew Anderson INSPECTOR TELEPHONE: 562- 4567xt2504 r:\Forms\CDC—Compliance-Tree.rpt S�rt -4' CITY OF CLEARWATER - PLANNING & DEVELOPMENT SERVICES TREE REMOVAL, PERMIT YT 4 �ATEA� NAME OF OWNER _ 5 c� SITE ADr�r�FSS__4�q_S PHONE — OWNER'S ADDRESS _20 001- __0593 7 LOCATION OF TREES) ON LOT SPECIES AND NUMBER OF TREE(S) 2 � Il�'/i. 2 -CI�FR/Ly CAU/1rG TO APPLICANT.- T.- A non - refundable � �� , b for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. REASON FOR REMOVAL: i:ll onstruction ®See "A" below • Hazardous • Declining ❑ Dead U Other (Specify) Fee Rec'd. $ Date A) CONSTRUCTION 1. For new construction, additions or other modifications of a property which invohwo the removal of a protected tree(s), a site pian is required. rhis site plan must have a minimum scale of 1 " =20' for sirglc iai.Jly lots, or V =50' for all others. The 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: 10' overall height, 2.5" 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 Clearw aertTarmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with y plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation fr t rmit issued s der it null and void and be considered a violation of the Community Development Code. Signature of owner li Printed Name Address Agency Repr ees sting OCL # A�%1I?h �L 33�Z� 7z Z -a7 lgl"3z-��556m, Ch 7 State Zip Phone /Cell L Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent Required Replacement Trees: X6 Applicable Code Section: 3 -/Z_c� Based on the inspector's comments and Information submitted, the above removal application is: L) Approved as Submitted! Approved - Modified as Noted Above ❑ Denied Signed. Date: Communit Develop ent Coordinator or Designee /Inspector Valid for six months from the date of issuance. +.+... ...,,,+ ...-. a i +.. V nro - AnnUrnnt Rev. 2-03 • 711 Im V .D) M i Jim Kurtz, Area Construction Manager McDonald's USA, LLC 10150 Highland Manor Drive Suite 470 Tampa, Florida 33610 August 7, 2006 RE: 405 & 409 S. Pegasus Ave. Tree Assessment Dear Mr. Kurtz: ENGAGEMENT As you requested, I have completed my assessment of the referenced property. 1 ASSIGNMENT My assignment was to inventory and assess each subject tree as annotated on a provided tree survey in accordance with the City of Clearwater's tree grade requirements, record each subject tree's grade onto the provided survey, and provide a written report of inventory and tree assessment. SUMMARY OPINION There are seventeen trees onsite. There are 6 trees which are # 0, 1, or 2 `.1 (highlighted in pink on the attached survey), 9 trees which are # 3 (highlighted in yellow on the attached survey), and 1 tree which is # 4 (highlighted in blue on the attached survey). In addition, there is 1 cabbage palm (Sabal palmetto) with ten - feet (10') or more of clear trunk. Following is an explanation of the rating system which was used: CITY OF CLEARWATER TREE RATING SYSTEM 0 Dead, require removal 1 Poor (nearly dead, hazardous), require removal 2 Below Average (declining, diseased, poor structure, potential hazard), require removal. 3 Average (worthy of preservation but has some minor problems, minor decline, tip die -back, minor inclusion) problems can be corrected. 4 Above Average (rather healthy tree with very minor problems) 5 Outstanding (very healthy) 6 Specimen (unique in size, age, exceptional quality) 1015 Michigan Avenue • Palm Harbor, FL 34683 • (727) 786 -8128 • (727) 789 -1697 Fax a c� 1 i McDonald's ,. August 7, 2006 Author: Amy B. /durst Certiffed Arborist, #FL -1345A Certified - Bureau of Entomology, # JE109517 Page 2 Trees rated 0 -2 should be removed because they pose a hazard, no replacement required, trees rated 3 are worthy of preservation but could be sacrificed to allow 1 additional preservation requirements for trees rated 4 -6, trees rated 4 -5 should 0 receive most of the attention for preservation. Great efforts must be made to preserve these trees, and trees rated 6 (very rarely used) are trees that cannot be removed. Please note that my grading of these subject trees is based upon their in -place condition at the time of my assessment. There exist discrepancies in tree names in the field and on the site plan. The correct names can be found on the attached charts and site plan. Please advise if I may be of further assistance to you in this matter. I affirm that my opinions have been made in total good faith, based on the facts presented during my inspection, with no coercion from others. I further affirm that I have no interest with the parties or people involved with this issue nor any interest with regard to the outcome. Trees of concern were inspected for highly visible and patent signs or symptoms of stress or decline. Problems not apparent upon visual inspection cannot be and were not noted. All trees of concern should be monitored on an annual basis for new or deteriorating conditions. Amy P) Hurst Certified Arborist , 1 405 AND 409 S. PEGASUS AVE. TREE ASSESSMENT NUMBER NAME SIZE CONDITION 1 LIVE OAK 16 ", 24" 4 2 WILD TAMARIND 6" 1 3 AVOCADO 7" 3 4 AVOCADO 9" 2 5 CITRUS 9" 2 6 CHINABERRY 6" 3 7 CABBAGE PALM 16" 3 8 CHERRY LAUREL 7" 3 9 CHERRY LAUREL 11" 2 10 CHERRY LAUREL 11" 2 11 CHERRY LAUREL 7-1,811, 9" 2 12 AVOCADO 8" 3 13 AVOCADO 9" 3 14 LIVE OAK* 11" 3 15 LIVE OAK* 13 3 16 LIVE OAK* 1" 3 17 1 LIVE OAK* 11" 3 * OFF PROPERTY d' Author: Amy B. Hurst August 7, 2006 X X Z > REMOVE & REPLACE EXIST. M M PEGASUS AVENUE 34.0'± L.F. OF 2.0' VALLEY CURB & CUTTER W/DROP CURB -MEET & MATCH 0> EXIST. CURB GRADES < r REGRADE EXIST. RAW 0 TO DRAIN TO BACK 00 OF EXIST. CURB mo m Z- 4-- F9 1`9 c" tv, cb 0 C. IV, LA I E cy) > z D -ice 1-4 C) > > c� C 1b < Ro 41 :oi -4 m m RIDGE LINE >X m ro ti -46 M ti C. 14 M m'u Ad \xx X > 71 K A) m 0 00 CA m 0 -c� m U) V, —0 V. Z --4 X 'b > > Z 0 10 C-) > > T 0 tf L (jc) m 0 7T.O.B. E L 58.) Jj 1 /2" TREATMENT,,EL. = 5 •00 DETENTION"' FrdND 10 00 Ln 0 x 4bL\ BOTT. EL. =!kOz(AVG) 0 00 —25 YR ATTENUATION EL. 58. C: Q, T. 0. XL'--= 58!5 Iu Lj u Li u u U u CP U) Z X LO m m rrl m > z IlII M z -0 M > Z > 0- or- 0 ;r\ mm > �01 -ro 00 Ln Z Z 0 `S \sj�,`f�o OTC m p m Z C) >0 0 0 1`9 zm rrI M z (D Z z x N) 0 V) iL 0 m N 0 -T1 m m ---1 N 0 =z co) I 0 0 c M rr' m 0 c: Y i II m m II c4 i m CrI 0 p cn F -o '>- r— m 2 m L,j z p 0 Cn c ro P, rj 0 0 C) z m x Z w z c m on U) 0 z o c) m "J Z z cu co c U) Q c: ;a r m m CTI `S \sj�,`f�o OTC m p m Z C) >0 0 0 1`9 zm rrI M z (D Z z x N) 0 V) iL 0 m N 0 -T1 m m ---1 N 0 =z 0 c m Y i I i i i I m 4ZD (=) M M = Z: -o '>- r— c--) c--) = �a r`1 r M C) C) cn m m m I—I m z o c) cu co oo CD m `S \sj�,`f�o OTC m p m Z C) >0 0 0 1`9 zm rrI M z (D Z z x N) 0 V) iL 0 m N 0 -T1 m m ---1 N 0 =z &CAA fIt'n fir dt GA per, jGw; f ii10 r �= cc—, Id f - ��ay�- f 0 cQv o ft e�Pc Z: 260 Z6 Oa zAeed pa 0 t/a �� y 1,7(9 s �" .� 7 l6XC� i� _ 5-�M� 3s� ©tom Gel- cK ot'c 7 O)e:=— Q7= �1(otZZt� 7c (0 = d Val) A ' oO 16�f3 TREE REMOVAL APPLICATION FORM 179 NAME OF OWNER: �� e o It 46: Fee Rec. $ �S.t) LOCATION OF WORK: x.06 % Date Rec: Rec. By: . Clearwater, FL Rec't # REQUIRED PLACEMENT TREES PERMIT TO kEMOVE tREE(S) 17 t) .' NAME OF OWNER McDonald's Corporation OWNER'S ADDRESS 4830 W. Kennedy Blvd., #3950. Tam a, F`T, PHONE ( 813) 287 -5559 SITE ADDRESS 1860 Gulf -to -Bay Blvd:--, _ LOCATION OF TREE(S) ON LOT. see attached 1,kairvey SPECIES AND NUMBER OF TREtr(S) see attached - survey REA ON FOR REMOVAL: Construction //Fl Hazardous a.O.Declining O Dead O Other (Specify) TO APPLICANT A non refundable fee of S 15.00 for u to five trees to Fee Recd. S x s �. . ^s �r.:.. . f2ecei t eb'emod 'p o trebovt5to be, 3 rerrlo�ied i required. ^ dy� Date ' lfFY3' Y r�'t•(s;tl� �` �.E�e! 3 Jrl t 1. Fdt new cOr�sl uC_ N ' , additions or other, modification f c property Nct'Involve the removal of a protected tree(s), a site Ian Is required: Thls sit ' plan must have d minimcim scale of 1 20�f'ofj gie farnity lots, or 1' =50' for all others. The site p1 n must hilt- de: �• 'N_111 k 6 i a. M�pjor Chafiges''of,Grade 4�;� : ;f1AIi`.Yps ants and Rights -of -Way b. Sducture Locations �• ,' rr �,� � � A�I�Prot�ted Trees Including: C, Drive'�Jays dncFWalks ;. ,!,< (i )Oi�`meter of 4:5' above grade (DBH) d. Parkin g ement Arran i M ! 9 (011 ' Yed Locdflon e..• Required Number of Parking Spaces! >;� F � (iii) pecies y • f. 1 Proposed Number of Parkin S es s � ( � s "u 9 p.Ar'r ,�iv )rD�easd or Insect Infested Trees g.' Proposed Underground Utilities >M (v) TreeAtoe,Rernoved h. Zoning etbacks !lr� "i_ , `` `� '" 9 F ��,. s, IcTree�B6rricW-e f7etail & Locations f 2.. tl r�: }�ay k s s *std . Protective barrieis are required around all tree re na ing oh e� g Consiructionf;These barricades must remain in bct during construction. The barrlefis Ml�l Cify Specifications�t . 3: Tree replacerrTent minimum tandafdss8 o e alt height 2 caf+tpe aFlonda:Grdde1. See inspectors note below to �� yyr , / determine the number of repiacemenitreesrre�uirea,�, ?n x7�'� �r r Mfr I hereby certify that as property owner or, as'.r presentatwW6fjjnre property owner I av jjue�[ifi d: that the tree(s) sought wCr Y r /aYf` f v r x ypvF y to be removed is wholly on property ow,Ieii byheabov identified F�dy'owne[ end Shoufd it be determined that r' z� o�''r'd�.v;t ffhwz r� t,RV the tree(s) are located wholli or partially oti property owneefbi stn�'bther erso'fher�l agree to hold the City of a ,v, fY- �aa�P) '+'r `�';r t1Y...k•<•'3• a°" yt'Fs+ ?a°` sr'"` "! �* . Clearwater harmless in arty. claim maae`fotlo-r.)gfUl removpf of such reels l heeel y� if' that this dPplication fo- f3 a^ k h^zi.isd'wr' /zi�C"•t.« /.r1''`b"!`i ` riv9`'$Sdx'..tr 'f! gether with any pi ans,s6bmftted isa true representafion of al'1`1681i` concerning foie iroposed,� moval of the tree(s). Any deviation from the permit issiled shdll'ren�d�r if null"and oid `and be conside olation of Chapter 52, Code of Ordina es• . '... -. .� - �k';�Ir'Asr a - -_ . To[,fadi Y_.A�,�X.wPF%•?A�� i 1 f ' ..... Sign re of ow er or a Ifctnt 9 Pfd �''� ��•�%��*jy x .� `Printed NCir�ie� & .�r ��, , • • 4830 West. Kenned ,Bv,;395r4' �McDonad °,s'Corpbraion� >; Address t T n c� �.� } >t k �." R> - t t r Agency.Represenfif? (IGNoriQ -- r) Tampa ,: p'riviGla� , X360.9 F . u. _.G81 �3)z:r7_.9n s5'S�x�te ; _. City t mrr$tate "�Zi'''" Phone rT ,f axe:, . ✓+ Ewa fi' fi �x l,.h „? •y 1 r v �f++`a�7 .'�.'�d7a*+•'�• . oe DO NOT WRITE,BELC�J"W THIS LIMNENotVi UniTj��vned Brtjr MManger orhis.Designated Agent ' P.� � �•� ^•t'Y P.'.f,��Wy.*'�sF d FY 't,f 6J,�%°''ie�'7fK °F SP.. ��d � g j�• t ..., Inspector's Comments: ,ill +art' � � �O u A,G�� •� }/ �G �n r_ p _ /` <... 4 ro I/' snT /gym f0 � y � (� C a � �^ � '•, � %r t �,� �a i. 0 � S vc > i'� ! 1 ! ! c 0<7 r' C, k, r: • • ,' ;ta Recommended Replacement Trees: Required Replacement Trees: a v r < Vi c, G, .5 (0 TREE 15.00 Applicable Code Section: TOTL i5.90 `= 4-19- A16, °1WED. 10'95CI-ICK 1;.,00 •. , . ..rrt u+ Date a'' Inspector ' Based on the Inspector's corhments and information submitted, the above removal application is: 5. • Approved as Submitted a Approved- Modified as Noted Above C] Denied Signed: .. t Da e: city' onager or Designe� a�' VEMOLITION NOTES TO CONTRACTOP 1. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY/ COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE • DEMOLITION ACTIVITIES. 2, THE CONTRACTOR SWALL MEET ALL SAFETY REGULATJONS-gr-_%�ZED BY FFDFQ.,W_=ST-4,-,Z 1 1111,111111 1,11111 � '1111 1 1 1 lillill, 11 111, 1111 I'll I'll, !2 W91:411 DIFTIll I I NJ 101 MX41i $1 lill Illill 1*1 0111ill 11 11 4'. THE CONTRACTOR SHALL INSPECT BUILDINGS FOR ASBESTOS AND SITE FOR HAZARDOUS WASTE PRIOR TO DEMOLITION WORK. 5. THE CONTRACTOR PERFORMING DEMOLITION, SHALL CONFORM TO THE REQUIREMENTS #F THE U.S. DEPARTMENT • LAB• R'S OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) RULES AND REGULATIONS FOR DEMOLITION SAFETY STANDARDS, 29 C.F.R., S.1926., SUBPART T, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY i S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR THE DEMOLITION ANr- i • ALL ABOVE AND tELOW GROUND EXISITNG IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW IMPROVEII PROPERTY LINES PRIOR TO DEMOLITION WORK. 9. THE CONTRACTOR SHALL DISPOSE ALL DEMOLITION MATERIALS AND DEBRIS IN ACCORDANCE WITH THE CITY / COUNTY REQUIREMENTS IN A SOLID WASTE DISPOSAL FACILITY APPROVED BY F.D.E.P. AND THE CITY / COUNTY. 115:131illili 011 1 11F DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. 12. THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK INOUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STAND4SP&.— 1 :1111 11 Jill 11111 ,,1 1111111 RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART • THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED, 16. EXISTING IMPROVEMENTS ABOVE GROUND I PAVEMENT, CURBING, BUILDINGS, CONCRETE PADS, RETAINING WALLS, SIDEWALKS, POLES, SIGNAGE, ETC.) AND BELOW GROUND (E.G., SANITARY, STORM, WATER, GAS, CABLE, ELECTRIC, PHONE, ETC.) SHALL REMAIN UNLESS OTHERWISE NOTED. 17. ALL CAVITIES RESULTING FROM REMOVAL OF BUILDING FOUNDATIONS TREES, UTILITIES Ht)RDWOEIDS DRIP LINE SAW-CUT PRIG REMOVE EXIS- ASPHALT PAVEI CONTRACTOR SHALL CONTACT THE AIR ASPI iALT SPECIFICATIONS - WddD BARRIER TOXICS SECTION OF THE PINELLAS 7D L MINIMUM RADIUS TO BE PROTECTED, FCNI _4 Ao HARDWOODS 2/3 DRIPLINE ANY BUILDING DEMOLITION. B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE, > 2, UPRIGHTS - NO LESS THAN 2' X 2' LUMBER, < OF SEGI K-)N 13-29-15— 3. HORIZONTALS - NO LESS THAN V X 4' LUMBER, OF 0, 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED .......... TREES AND PALMS, AND INSPECTED BY CITY ........ . ... REPRESENTATIVE BEFORE CONSTRUCTION BEGINS, CON"C, NVEDlIAN B L 0C "S" E M CL T LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND, 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, PEX. ASPIzHALT tty CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF -45 . .. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562_4741, 1.L �t NEW ; (�7 . .......... . . ........ . ............. .. ....... . . ....... LIP . ... ...... ... ........ --- - ------- EOP tz z ZL z z < zi N;, EX ASFFnIALT t aa ---- - - ------ all K" z z z I gas ;ter 1 O F L'101 z z; t F:iLloci, SAW-CUT PRIG REMOVE EXIS- ASPHALT PAVEI TREE BARRICADES CITY INDEX NO, 909; 1 OF 1 N.T.S. FiCivi 4"x4l` N1, E, C 0 RiN E R BLOCK "B" VLrX 10 %,Ur%D (TO BE REMOVED) Go�, 40 6c, 1,0 1 A Jill z: u w cn :�� 0 m !-_� UJI m 0 Ill DEMOLITION TABLE 0 :z z Y I ca I CD w cn UJI I co uj ITEM DESCRIPTION a U) a ca < El REMOVE TREES AND SHRUBS. 't N CD C) REMOVE ASPHALT AND BASE, CD El REMOVE STRUCTURES AND FOUNDATIONS. REMOVE CONCRETE PADS, SIDEWALKS AND uj w PAVERS TO THE NEAREST EXPANSION JOINT. REMOVE CURB TO NEAREST EXPANSION JOINT. U) II REMOVE SIGNS, BOLLARDS AND WHEELSTOPS, REMOVE PAVEMENT MARKING. z LLJ ^100 UL 62 SF t ASPHALT PAVEMENT (TO bE REMOVE[}} Z30 L t 18" CURB (TO M REMOVED TREES TO BE REMOVED z t wool QUANITY KEY COMMON NAME tj PALM evo Is Li. 1 X 10- PALM uj :D v EXISTING TREE LEGEND ct U) OAK w uj 0 A PALM r%,00 cIf Lo LIJ ILI. CRAPE MYRTLE w d� j LU HOLLY _ #%X 0 z L.J 0 Ox LL -Jilill m R E C E I V E F— W _J U- SEP 0 9 2011 01 C) DEVELOPfAIENT LL! LIJ 0 mi co z: SERVIll F_ CITY OF CLEAWAER z NEIGHBO fj�J OC)L) R T Uj 0 INSTALL SEDIMENT TRAP AT CURB INLET co Jo JI cy) C) ce) 0 Z 4- C? 11' z ,,..•SILT FENCE W w LEGEND w i cy) z co z 0 < x co Z EXISTING I Mn SM, ON 6 PROPERTY LINE E z z W 0 PROPOSED EROSION 0 10 ___-35 LF 16" CURB CONTROL z (TO Bliz REMOVED) 32 LF t 18" CURB PROPOSED TREE I& < LIJ OBE REMOVED) BARRICADE 0 ,\1 \ \\ ....... . . . \1:-:x —Tr 1P1, 7—n 5 1 ± I LF ± 6- CURB EX,AS;P,�', PPRAOXII (TO BE REMOVED) (TO I RpmnvF-n) N COPY OF THIS PLAN IS Ni UNLESS SIGNF�6, SEALED AND DATED BY THE PROFqS6jqNAL5V WEEIR wax.. ............ T .. . ..... ...... T.... CONTRACTOR SHALL CONTACT THE AIR ASPI iALT SPECIFICATIONS - WddD BARRIER TOXICS SECTION OF THE PINELLAS 7D L MINIMUM RADIUS TO BE PROTECTED, ENVIRONMENTAL MANAGEMENT PRIOR TO Ao HARDWOODS 2/3 DRIPLINE ANY BUILDING DEMOLITION. B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE, > 2, UPRIGHTS - NO LESS THAN 2' X 2' LUMBER, < OF SEGI K-)N 13-29-15— 3. HORIZONTALS - NO LESS THAN V X 4' LUMBER, 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED .......... TREES AND PALMS, AND INSPECTED BY CITY ........ . ... REPRESENTATIVE BEFORE CONSTRUCTION BEGINS, CON"C, NVEDlIAN E M CL T LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN TREE BARRICADES CITY INDEX NO, 909; 1 OF 1 N.T.S. FiCivi 4"x4l` N1, E, C 0 RiN E R BLOCK "B" VLrX 10 %,Ur%D (TO BE REMOVED) Go�, 40 6c, 1,0 1 A Jill z: u w cn :�� 0 m !-_� UJI m 0 Ill DEMOLITION TABLE 0 :z z Y I ca I CD w cn UJI I co uj ITEM DESCRIPTION a U) a ca < El REMOVE TREES AND SHRUBS. 't N CD C) REMOVE ASPHALT AND BASE, CD El REMOVE STRUCTURES AND FOUNDATIONS. REMOVE CONCRETE PADS, SIDEWALKS AND uj w PAVERS TO THE NEAREST EXPANSION JOINT. REMOVE CURB TO NEAREST EXPANSION JOINT. U) II REMOVE SIGNS, BOLLARDS AND WHEELSTOPS, REMOVE PAVEMENT MARKING. z LLJ ^100 UL 62 SF t ASPHALT PAVEMENT (TO bE REMOVE[}} Z30 L t 18" CURB (TO M REMOVED TREES TO BE REMOVED z t wool QUANITY KEY COMMON NAME tj PALM evo Is Li. 1 X 10- PALM uj :D v EXISTING TREE LEGEND ct U) OAK w uj 0 A PALM r%,00 cIf Lo LIJ ILI. CRAPE MYRTLE w d� j LU HOLLY _ #%X 0 z L.J 0 Ox LL -Jilill m R E C E I V E F— W _J U- SEP 0 9 2011 01 C) DEVELOPfAIENT LL! LIJ 0 mi co z: SERVIll F_ CITY OF CLEAWAER z NEIGHBO fj�J OC)L) R T Uj 0 INSTALL SEDIMENT TRAP AT CURB INLET co Jo JI cy) C) ce) 0 Z 4- C? 11' z ,,..•SILT FENCE W w LEGEND w i cy) z co z 0 < x co Z EXISTING I Mn SM, ON 6 PROPERTY LINE E z z W 0 PROPOSED EROSION 0 10 ___-35 LF 16" CURB CONTROL z (TO Bliz REMOVED) 32 LF t 18" CURB PROPOSED TREE I& < LIJ OBE REMOVED) BARRICADE 0 ,\1 \ \\ ....... . . . \1:-:x —Tr 1P1, 7—n 5 1 ± I LF ± 6- CURB EX,AS;P,�', PPRAOXII (TO BE REMOVED) (TO I RpmnvF-n) N COPY OF THIS PLAN IS Ni UNLESS SIGNF�6, SEALED AND DATED BY THE PROFqS6jqNAL5V WEEIR wax.. ............ T .. . ..... ...... T.... CONTRACTOR SHALL CONTACT THE AIR ASPI iALT SPECIFICATIONS - WddD BARRIER TOXICS SECTION OF THE PINELLAS COUNTY DEPARTMENT OF L MINIMUM RADIUS TO BE PROTECTED, ENVIRONMENTAL MANAGEMENT PRIOR TO Ao HARDWOODS 2/3 DRIPLINE ANY BUILDING DEMOLITION. B. CONIFERS & SABAL PALMS - ENTIRE DRIPLINE, 2, UPRIGHTS - NO LESS THAN 2' X 2' LUMBER, OF SEGI K-)N 13-29-15— 3. HORIZONTALS - NO LESS THAN V X 4' LUMBER, 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED .......... TREES AND PALMS, AND INSPECTED BY CITY ........ . ... REPRESENTATIVE BEFORE CONSTRUCTION BEGINS, CON"C, NVEDlIAN 5, UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN 7 T LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND, 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, PEX. ASPIzHALT tty CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA, FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562_4741, TREE BARRICADES CITY INDEX NO, 909; 1 OF 1 N.T.S. FiCivi 4"x4l` N1, E, C 0 RiN E R BLOCK "B" VLrX 10 %,Ur%D (TO BE REMOVED) Go�, 40 6c, 1,0 1 A Jill z: u w cn :�� 0 m !-_� UJI m 0 Ill DEMOLITION TABLE 0 :z z Y I ca I CD w cn UJI I co uj ITEM DESCRIPTION a U) a ca < El REMOVE TREES AND SHRUBS. 't N CD C) REMOVE ASPHALT AND BASE, CD El REMOVE STRUCTURES AND FOUNDATIONS. REMOVE CONCRETE PADS, SIDEWALKS AND uj w PAVERS TO THE NEAREST EXPANSION JOINT. REMOVE CURB TO NEAREST EXPANSION JOINT. U) II REMOVE SIGNS, BOLLARDS AND WHEELSTOPS, REMOVE PAVEMENT MARKING. z LLJ ^100 UL 62 SF t ASPHALT PAVEMENT (TO bE REMOVE[}} Z30 L t 18" CURB (TO M REMOVED TREES TO BE REMOVED z t wool QUANITY KEY COMMON NAME tj PALM evo Is Li. 1 X 10- PALM uj :D v EXISTING TREE LEGEND ct U) OAK w uj 0 A PALM r%,00 cIf Lo LIJ ILI. CRAPE MYRTLE w d� j LU HOLLY _ #%X 0 z L.J 0 Ox LL -Jilill m R E C E I V E F— W _J U- SEP 0 9 2011 01 C) DEVELOPfAIENT LL! LIJ 0 mi co z: SERVIll F_ CITY OF CLEAWAER z NEIGHBO fj�J OC)L) R T Uj 0 INSTALL SEDIMENT TRAP AT CURB INLET co Jo JI cy) C) ce) 0 Z 4- C? 11' z ,,..•SILT FENCE W w LEGEND w i cy) z co z 0 < x co Z EXISTING I Mn SM, ON 6 PROPERTY LINE E z z W 0 PROPOSED EROSION 0 10 ___-35 LF 16" CURB CONTROL z (TO Bliz REMOVED) 32 LF t 18" CURB PROPOSED TREE I& < LIJ OBE REMOVED) BARRICADE 0 ,\1 \ \\ ....... . . . \1:-:x —Tr 1P1, 7—n 5 1 ± I LF ± 6- CURB EX,AS;P,�', PPRAOXII (TO BE REMOVED) (TO I RpmnvF-n) N COPY OF THIS PLAN IS Ni UNLESS SIGNF�6, SEALED AND DATED BY THE PROFqS6jqNAL5V WEEIR wax.. ............ T .. . ..... ...... T.... a [ i ;fjj9Vl*ll4ffy.11w&ll;Ql . . a 9 a. . I . - 211011] iii�il�� 1111 m k. THE PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO THE CENTER OF THE #. 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LAQDER 13.ao ;TO CENTEF2 O - \\ , : : Rt,. \ „ ii \ ff F PROP ED., \, \,\ . ,. . /) / :t F. 7® .f .. ( / F r1 PROPOSED 416 SF tY . `.S SECOND ... ;;:• ;;• ,`•... '.,,; t i ,, , . , :. ! ! � f BUILQIN EX" S ;; \ I G PAN ION ti : :t tr 1 I e a {; I a ::., t F"•, t:Y t , , {^ `ji"'\ 2, 2"• ,\. , A f •'R ^'cx -�. t ° -- :! V is > e\ . 5" ° J,.s , .I ,,,,, _.., 2J`ui, aft i` +.� a,$. i° �`''} 2#' G,: i _ f i ! i \""},•: — . <..k• g , ..tO e i.�,,,E...t \,x Y ES # AU t l . 2 f y ` �,in f:.. :.. ® 2 2a.1 °> 19.5' r.`.\ ';1 1.1 . fEt #\ t .. a , �'V . >: .. : , "a`k _ .., : S^'p :7 : rx.y,t,,t;.t„ ?,`C.. 2.f a.,r "[.;- v:r:;;J,7- �:: }- t ?,:,7u - , :: -' s x a PROPOSEQ ---�* l,a i I i € a • _,. a ' ,. �.. I. : o �. n• n. ..,,, _ ct.' ,t . Te,,.t.•oi,. t a C r, . ,. t.0 i# �. ,. q. :,.., 3 >:: :557• r.: \.. LC , PRIMARY :' Q t �i3 a �_.. ;•:: \ g t a , 4 f _ i,.. i u ; \ € n\ € RELOCATED I' ? "° 9 tii { AREA 3,975 SF ! eooao (((I m ; .F 11 ' fi ER F "` HANDRAIL 1. t: ,: i : .: ` LaOPr ' a . . 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PROPOSED °�LFASE >" > 1 \\ `` ti i \ o HAVE YOUR PAY•,MENT x} ,% ,.' , READY Ba yQ l k ,__. ,`,`\ I ;; t p \ \ . :x 1. „' `\\•� �_ .. \4e ` ® - \`\ r` Ca i s ty?i4 `t7 .- t f F}, \\ t� a { ,1 ,..._°,,, 1, \, II ° N \A \...,,.. -�"• \\�\y : N r •,,,.•_,,.___......— �. `. ”{ F`r” d r, \ ` " F i ` _ \ ' _, . �„ . < __ _., _,_ '- I _.., i" `; R :: EXISTING . \ \ a.. x..... _.__ _._ ,.... 1i �•} r..: __d,,,,,,, .._- `iw ,L,F. • „•. '\.. :.,zrm,. „wm,,.,,,a„,.,,,,vea \„ s, rJb 2 ) . ^maa< MCDONALQS \-....,.. �, :_.....:: .:: , \.......... \.....au..�s... .,..,=ai_ .__.'”' .[..ham., , , ,U POLE SIGN \ _. �t nn..,�.......\ ... -.:a \. _ ��,._,.. \. \�.,,,,,.,, »,,,,.,,: t e ,r\ •, ,, ,.' . , c;• #_S: ...... F ,:t\:er. r. _ 2" { ) ,ri \r .'; tt, 1..:9•x `•,. -,. r3.i -:r =t� �\\ r \ `< • • .. . ,: ... .. .. : , ...: :: , , \..! F. 4/# ._, v `£pia :,7 St . , c• vL ,,, , _,,,: ,_, F ,. , n , s,.r w , i. f\... . ......... . ..... ..... . . . ::,..r: ,.:,.:,n., , . ;,,,,. ,a DOWN IN THE CITY OF • l - LAND DEVELOPMENT, # AND/OR RELATED •:r i1► # i r : v -# #: # # # • - # . # . ..# - • # • � , r .# # # # + # - NIMENSIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD RIZE, LQA9ATLkN_"_ARFmmW-i?_ 6. ALL PROPOSED PARKING/DRIVE AREAS TO BE CURBED WITH FDOT TYPE'F' CURB, LINLESS SPECIFIED OTHERWISE. ALL - B RAMPS SHALL BE # - D AND TEXTURED PER r# T INDEX NO. 304. 7. MINIMUM CURB RADII OTHERWISE # r EXACT RADII 11jIMENSIONS ARE SPECIFIED , 41. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, 77ACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. y ALL DISTURBED AREAS ARE TO RECEIVE FOUR # TOP SOIL, SEED. -t•..: -....- ......____- ..w_.--,,._,,,,_.. _..., GULF TO BAY BOULEVARD 11. :...... i I I t N z 0 r 0. I U co w 0 co � w E z Q I . . I U) I > w 6 H w t 4 < ® a I I #-# r : ## # # # #•# OF COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: ;EGINNING IN THE NORTH BOUNDARY OF GULF-TO-BAY BOULEVARD, AT A POINT WHICH 1S 606.81 FEET EAST, ALONG SAID BOUNDARY, FROM ITS INTERSECTION WITH THE WEST ;OUNDARY OF r OF AND RUNNING THENCE NOO*33'28"W 1 #il .. # +i VU#' BEFORE • "CALL SUNSHINE" 1-800-432-4770 r 1-110 i 1'" , �? I X t z lE " a r 4 a �, , .1 �/ � z .r { : :'` Io, F e ` d .'�' � " l: I 7 i. 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QUMPST�E „.:. .. .,,,.,..�,: ,,� :aft' R °r "trit ?'Fi I' t z` i B.C) F' _. 3 w_a, - _ / ENCLOSURE n n ixi 7- y •! , .' t O\ \: 3 . ,,,:. :.. i "\ t.t '1L ' i\ E. .: ?:\ I\ .4 +} �? ,) F•r },£ }.::n , m:F.. ,..,,cr<,`.` r ! -.t i_„ : , 2 ®, -, -.. _ ' _ is ,,,. _.,.- F.. t,d'iF.li" G FL r\ w.i, "T: +�nL• I,. `; Y \',, {` t,A 2y, .,_. ._,. \.y �, ,:z: :.. a !'. !:: " ? ,.,, , r - , rte.., ,_.,,, :?' " 11 00'R .: .- ...... : ... : : \ z t I , u ,. fr k. ,. a , .. : / IN ( ''\ \ a SP I \\\� -' : � „f \, � , . `� \ �.. \ �. \ ! - ,. . �. . .: , , ,, ,_.. e..3,. PRaPOSE - .ti.a , :_ ” - Y },r j LOOP: '`• `. v:.�.- � p , Y . I I I ei' } "`\ �". '-•,.. nw,,,, . PRa PaSEQ QVMPSTER \ DETECTOR \ !r t _. ENCLOSURE GATES v F _.., rn /Ill =i" z \ , :. - ,. : \'- - :::: --., -- _,... , ;_ ; CONTRACTOR TO USE THE SAME `\ c _cz a __- ___ _ `" ;...= MATERIAL TO MATCH ADJACENT 4'= PROPOSED , ," v f- e PROPOSED..' QUMPSTER ENCLOSURE GATES) rn I SEGONDA .GaQ a {, 11, Y GATEWAY. O Qa RELOCATED v: I _..: 0 F_ SIGN N I I € fir: EWSPAPER BOX PROPOSED N , 11 : Y 4• .• BlGYGLE RACK °4 11 z ROPa ED _ @ P $ SECONDARY ..�. <• .,... ' a ,. I .. _w.;.... ..,z.... ,\ ® : MENU B RD , ... � ., ,:...,, ... __.,....__, ....._ . ,.. ` t `..` t\ t " r F ,.,.........- „,.., ,„ a ".:,,,,i_, „t.,,3.. ...3... .,..7 o- ... ,,'/~rr�'d:..,, .. , .lei;\.. a I t , :,. .,-A- ,-.i -., * -_ ., . t. s'. x_::.. -- n...:::::n.::::;:..,,.: : . .... .. ... ..... ..:._z: : ..,.,... e t d n.e.w. .,.n„ t U, ;: a ;D k '�. . ...no,, ,,a, ,.,__.- ., ..., A. ,,......` o r r ,- .i -,-t -, , t. -1, ..¢. 1,,,,. ..J, .J.., : ;f v Y .. .. .. . Y. '>, t., r ,---, „ t t t t r'-r Z. ” . ,',, . . »... ..: , ,. ..... .,.... a ... " 2 R EN s .-t ° , a a F O C TE C}F �,. -, s c:: t .,. ,_,,. ,. tip. ,._.. ..F,. t �. :\ . ! : >,.�„�, ._z �..`.;- .....�......._. t „t 105.5 < ,, }.. PROPOSED RRIMAf2Y U” a ! s ,z�: x C��.z .. i ;. ry -. ! w ?..:: \ , r 1 I . -.- r Ex. LAQDER 13.ao ;TO CENTEF2 O - \\ , : : Rt,. \ „ ii \ ff F PROP ED., \, \,\ . ,. . /) / :t F. 7® .f .. ( / F r1 PROPOSED 416 SF tY . `.S SECOND ... ;;:• ;;• ,`•... '.,,; t i ,, , . , :. ! ! � f BUILQIN EX" S ;; \ I G PAN ION ti : :t tr 1 I e a {; I a ::., t F"•, t:Y t , , {^ `ji"'\ 2, 2"• ,\. , A f •'R ^'cx -�. t ° -- :! V is > e\ . 5" ° J,.s , .I ,,,,, _.., 2J`ui, aft i` +.� a,$. i° �`''} 2#' G,: i _ f i ! i \""},•: — . <..k• g , ..tO e i.�,,,E...t \,x Y ES # AU t l . 2 f y ` �,in f:.. :.. ® 2 2a.1 °> 19.5' r.`.\ ';1 1.1 . fEt #\ t .. a , �'V . >: .. : , "a`k _ .., : S^'p :7 : rx.y,t,,t;.t„ ?,`C.. 2.f a.,r "[.;- v:r:;;J,7- �:: }- t ?,:,7u - , :: -' s x a PROPOSEQ ---�* l,a i I i € a • _,. a ' ,. �.. I. : o �. n• n. ..,,, _ ct.' ,t . Te,,.t.•oi,. t a C r, . ,. t.0 i# �. ,. q. :,.., 3 >:: :557• r.: \.. LC , PRIMARY :' Q t �i3 a �_.. ;•:: \ g t a , 4 f _ i,.. i u ; \ € n\ € RELOCATED I' ? "° 9 tii { AREA 3,975 SF ! eooao (((I m ; .F 11 ' fi ER F "` HANDRAIL 1. t: ,: i : .: ` LaOPr ' a . . 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PROPOSED °�LFASE >" > 1 \\ `` ti i \ o HAVE YOUR PAY•,MENT x} ,% ,.' , READY Ba yQ l k ,__. ,`,`\ I ;; t p \ \ . :x 1. „' `\\•� �_ .. \4e ` ® - \`\ r` Ca i s ty?i4 `t7 .- t f F}, \\ t� a { ,1 ,..._°,,, 1, \, II ° N \A \...,,.. -�"• \\�\y : N r •,,,.•_,,.___......— �. `. ”{ F`r” d r, \ ` " F i ` _ \ ' _, . �„ . < __ _., _,_ '- I _.., i" `; R :: EXISTING . \ \ a.. x..... _.__ _._ ,.... 1i �•} r..: __d,,,,,,, .._- `iw ,L,F. • „•. '\.. :.,zrm,. „wm,,.,,,a„,.,,,,vea \„ s, rJb 2 ) . ^maa< MCDONALQS \-....,.. �, :_.....:: .:: , \.......... \.....au..�s... .,..,=ai_ .__.'”' .[..ham., , , ,U POLE SIGN \ _. �t nn..,�.......\ ... -.:a \. _ ��,._,.. \. \�.,,,,,.,, »,,,,.,,: t e ,r\ •, ,, ,.' . , c;• #_S: ...... F ,:t\:er. r. _ 2" { ) ,ri \r .'; tt, 1..:9•x `•,. -,. r3.i -:r =t� �\\ r \ `< • • .. . ,: ... .. .. : , ...: :: , , \..! F. 4/# ._, v `£pia :,7 St . , c• vL ,,, , _,,,: ,_, F ,. , n , s,.r w , i. f\... . ......... . ..... ..... . . . ::,..r: ,.:,.:,n., , . ;,,,,. ,a DOWN IN THE CITY OF • l - LAND DEVELOPMENT, # AND/OR RELATED •:r i1► # i r : v -# #: # # # • - # . # . ..# - • # • � , r .# # # # + # - NIMENSIONS. 5. REFER TO ARCHITECTURAL PLANS FOR DUMPSTER PAD RIZE, LQA9ATLkN_"_ARFmmW-i?_ 6. ALL PROPOSED PARKING/DRIVE AREAS TO BE CURBED WITH FDOT TYPE'F' CURB, LINLESS SPECIFIED OTHERWISE. ALL - B RAMPS SHALL BE # - D AND TEXTURED PER r# T INDEX NO. 304. 7. MINIMUM CURB RADII OTHERWISE # r EXACT RADII 11jIMENSIONS ARE SPECIFIED , 41. ALL DIMENSIONS SHOWN ON PLAN ARE TO FACE OF BUILDING, EDGE OF PAVEMENT, 77ACE OF CURB OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. y ALL DISTURBED AREAS ARE TO RECEIVE FOUR # TOP SOIL, SEED. -t•..: -....- ......____- ..w_.--,,._,,,,_.. _..., GULF TO BAY BOULEVARD 11. :...... i I I t N z 0 r 0. I U co w 0 co � w E z Q I . . I U) I > w 6 H w t 4 < ® a I I #-# r : ## # # # #•# OF COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: ;EGINNING IN THE NORTH BOUNDARY OF GULF-TO-BAY BOULEVARD, AT A POINT WHICH 1S 606.81 FEET EAST, ALONG SAID BOUNDARY, FROM ITS INTERSECTION WITH THE WEST ;OUNDARY OF r OF AND RUNNING THENCE NOO*33'28"W 1 #il .. # +i VU#' BEFORE • "CALL SUNSHINE" 1-800-432-4770 r lE " .r 0 i Y • I i • a • 1 1 .. . a 1 1 s s 1 SIGNAGE TO BEAR THE UNIVERSAL SYMBOL OF ALL SPACES MUST BE LOCATED ON AN ACCESSIBLE NAME ACCESSIBILITY PER 11-4,30.7 FED AND THE CAPTION ROUTE NO LESS THAN 44" WIDE SO THAT USERS WILL 'PARKING BY DISABLED PERMIT ONLY*. SIGN MUST NOT BE COMPELLED TO WALK OR WHEEL BEHIND INDICATE THE PENALTY FOR ILLEGAL USE OF THE PARKED VEHICLES. (I 1-4-6.2(1) PEG ISEE 553.5644(5XGXI) SPACE (11-4.6.4 FBC) FS RELATING TO EXISTING PARKING AREAS) ACCESSIBLE PARKING SIGN RAMP LANDING SHALL HAVE DETECTABLE LOCATED 84' TO BOTTOM OF WARNINGS PER 11-4.29 FED SIGN (553.5041(6) FS) A CURB RAMP MAY BE PROVIDED PER DISTANCE BASED DISTANCE BASED 11-41.5 AND FIGURE 12 FBC UPON SLOPE UPON SLOPE ;11� 6,0�NDI - I "I - ACCESSIBLE PARKING SPACES AND RAMP LANDING Ix (91- 4.9.4(2) PEG) ACCESS AISLE SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. SIDEWALKMiNIMUM SLOPE UP I.- WIDTH 44`('@1- 4.6.2(7)FBC) FBC) 712MAk D seeps 0 0 -0 0 0 DOOOOO 0 0 0 00000000 SLOPE UP ACCESSIBLE ROUTE — 1:12 MAX LO (.0 BLUE STRIPES ACCESSIBLE PARKING CONCRETE (11-4B.4 FBC) SPACE CAN BE ON EITHER SIDE OF THE NOTE: SIDEWALK CURB ACCESS AISLE MAY BE LEVEL WITH Li PAVEMENT AS AN ALTERNATE SOLUTION VERSUS co PROVIDING A CURB ck� RAMP (PAVEMENT (PAVEMENT LOGO IS (PAVEMENT LOGO IS LL OPTIONAL) 45!-O-MIN oz$ 2 TYPICAL 12' -0' MIN. 12' -0' MIN. PARKING SPACE Z (9 1.4.6.3 FED) WIDTH PER LOCAL to AT E R ", , L, r. c t, �,-_'A R cM u_ 3; 6' WHITE Lu ;� 0 0 Z 0 < cL 0 0 � • N.T.S. X. ".NN DIRECTi 4� 1 3' OR 5' SQUARE wwm==wl=m= ' Im"11-11 = ill"S IN-11 W-1, UNIVERSAL SYMBOL OF ACCE W.T.S. 24 px" 25 P. CI DOiNAILIDS z 33 El'� H,�1 �f� 1 I l_I mm jlt*TE: ALL T�AT AtID ARROWSMALL fZ—f-VfflTED'TFLL0TJ'(P1'TIs 123) PAVEMENT DIRECTIONAL ARROW AND DRIVE THRU MESSAGE DETAIL N.T.S. V111, c 10 k IN ER Pi iPRM 4Z c"RNER 01., LOT 10, re 13� I 'N&D EX. "TOvI)AWAY w z w 0 0 MCONEX ALDS ■ • w PROPOSED SIGN QUANTITIES QUANITY NAME TOP SIGN (Rl-l) DO NOT ENTER SIGN (R5-1) ^'00 Lim THERE ARE NO PART INUIVIor-ma ASSOCIATED I=U 1 1 ri THESE. Lu W STENCILS: z DESCRIPTION (D 1. DRIVE THRU 2. ROUND CIRCLE (DIRECTIONAL ARROW) z 3. THANK YOU w 4. DOUBLE-HEADED ARROW FOR A DOUBLE DRIVE-THRU IS MADE UP OF THREE COMPONENTS THAT THE LOT STRIPING COMPANY HAS. THE FIRST PIECE IS A PC SHAFT N > W 12' W BY 36' L, A PC REVERSIBLE CURVED SHAFT 12" W BY 51' L AND THE LAST PIECE IS A --------- - ----- PH ARROW HEAD 38" L BY 36" W. 5, LANE STRIPE IS A 6" WIDE DONE BY THE LOT STRIPING COMPANY. .. ............ LL (D . ..... PAINT COLOR: THIS IS FOR ALL DRIVE-THRU DIRECTIONAL STRIPING INCLUDING THE Z - - - -------- - - --------------- ------ uJ z PAINTED FOR THE LANE. THE PAINT COLOR SHOULD MATCH PMS 123 YELLOW. GULF TO BAY BOULEVARD i0110 PUBLIC CL U- cj C) CL Z c5 E _7 zzuty ol UJ LO (.0 M uJ r*-- cy) cy) cl, auo Li co 0 tl LL oz$ 0 V4 Z 0 ui to AT E R ", , L, r. c t, �,-_'A R cM u_ F_ C) (D C:) w W 0 F_ 0 uj U) NE� CD 00 0 CL _5 cy) C) co 5 Z z o? r-- • co CD UJ __w z Lo co M z MARKING NOTES z cq 6 Fa X as cu LL z Lu It 1. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORM TO THE PROVISIONS Lij z 0 15- < C.) SET FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY THE U.S. DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION AND THE z wo 124 L_ 0 z FLORIDA DEPARTMENT OF TRANSPORTATION "DESIGN STANDARDS FOR DESIGN, _c C-) CONSTRUCTION MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM". < 0 LLI v�' 2. PARKING STALL STRIPING TO BE 4" WIDE PAINTED STRIPES. THE STRIPING FOR ALL 0) 0 w REGULAR PARKING SPACES SHALL BE MADE IN WHITE COLOR, YELLOW PAINT SHALL BE 0 N, . . . . ........... - - ------ - - --,—USED..FQR.NO PASSING, NO PARKING OR TO DESIGNATE A FIRE LANE. 3. STANDARD STENCIL AND PAINT COLOR: IS.ARE�VAILABLE AT THE PAVEMENT STENCIL COMPANY 1-800-250-5547. THE FOLLOWING DESCRIPTION IS WHAT THE CONTRACTOR MUST SAY TO PLACE AN ORDER. z THERE ARE NO PART INUIVIor-ma ASSOCIATED I=U 1 1 ri THESE. Lu W STENCILS: z DESCRIPTION (D 1. DRIVE THRU 2. ROUND CIRCLE (DIRECTIONAL ARROW) z 3. THANK YOU w 4. DOUBLE-HEADED ARROW FOR A DOUBLE DRIVE-THRU IS MADE UP OF THREE COMPONENTS THAT THE LOT STRIPING COMPANY HAS. THE FIRST PIECE IS A PC SHAFT N > W 12' W BY 36' L, A PC REVERSIBLE CURVED SHAFT 12" W BY 51' L AND THE LAST PIECE IS A --------- - ----- PH ARROW HEAD 38" L BY 36" W. 5, LANE STRIPE IS A 6" WIDE DONE BY THE LOT STRIPING COMPANY. .. ............ LL (D . ..... PAINT COLOR: THIS IS FOR ALL DRIVE-THRU DIRECTIONAL STRIPING INCLUDING THE Z - - - -------- - - --------------- ------ uJ z PAINTED FOR THE LANE. THE PAINT COLOR SHOULD MATCH PMS 123 YELLOW. GULF TO BAY BOULEVARD i0110 PUBLIC CL U- cj C) CL Z c5 E _7 zzuty ol FOUNDATION AND SOILS NOTES 1. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1804, THE MAXIMUM ALLOWABLE FOUNDATION ! # -r r r i- •- • i. y i .. •Y= r 1! #, #+ ► -r.` r Y r =r_x 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1805, FOOTINGS AND FOUNDATIONS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SECTIONS 1805.1 THROUGH 1805.9. FOOTINGS AND FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL COMPACTED FILL r = # it ! # + + ♦- i ! 1 ' # -r r• !+ ; r it i 1' ' # ' ! i ! ! SURFACE OF THE GROUND IN THE AREA TO BE OCCUPIED BY THE BUILDING. WOOD FORMS WHICH HAVE BEEN r IN PLACING r = r OR BETWEEN FOUNDATION AND THE GROUND, SHALL BE REMOVED BEFORE A BUILDING IS OCCUPIED OR USED FOR ANY PURPOSE. BEFORE COMPLETION, LOOSE OR CASUAL WOOD SHALL BE REMOVED FROM DIRECT CONTACT WITH THE GROUND UNDER BUILDING. 2. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 3304, SLOPES FOR PERMANENT FILL SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO WNITJ JW514OW =j" (50-PERCENT SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR CUT SLOPES SHALL BE PERMITTED ONLY UPON THE PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE TO THE BUILDING OFFICIAL. 3. ACCORDING TO FLORIDA BUILDING •M, SECTION i NO FILL OR OTHER SURCHARGE LOADS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER MOVEMENT. 4. ACCORDING TO THE FLORIDA BUILDING CODE SECTION 1803. IONS FOR ANY PURPOSE SHALL 1. PROPOSED ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS *THERWISE NOTED ON i i DOCUMENTS. 2. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT PAVEMENT. 3. CURBING SHALL BE PLACED AT THE EDGE OF ALL PAVEMENT, AS SHOWN ON THESE CONSTRUCTION ri Y ! it =1 •' + - -i !: -# # # `"# ! r # # -` 10.ON -SITE PAVEMENT SHALL CONSIST OF 2" ASPHALT (TYPE S -III) ON 6" LIMEROCK BASE OR CRUSHED PORTLAND CEMENT CONCRETE COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST OVER 6" STABILIZED SUBGRADE (40 LBR) COMPACTED TO 98% OF MAXIMUM DENSITY FROM MODIFIED PROCTOR TEST PER ASTM D1557 / AASHTO T -180, ASPHALT OVERLAY NOTES ix 3 1. IMMEDIATELY UPON MOBILIZING TO THE SITE, THE CONTRACTOR ACCOMPANIED BY THE OWNER SHALL f PERFORM A SURVEY OF THE ENTIRE PROJECT AREA. THE SURVEY SHALL BE PERFORMED IN DETAIL USING WRITTEN AND PHOTOGRAPHIC MEANS TO IDENTIFY ALL EXISTING HIGH AND LOW POINTS.,AND EXISTING PARKING STALL STRIPING AND PAVEMENT MARKINGS. 2. THE CONTRACTOR SHALL COORDINATE MAINTENANCE OF TRAFFIC AND CONSTRUCTION SEQUENCE WITH OWNER. - -rr II >1 COATRACTOR SHALL SEAL ALL CRACKS NECESSARY. 5, THE CONTRACTOR SHALL SWEEP CLEAN ALL PAVEMENT AREAS OF DUST AND DI rrr r` x = 1 r- 1 l xrn i IMP Vfl an j c ;� C a t� SILT FENCE t < .eu' FAY I x 4'gn(A 2 EX,, AwPH AL-; OF SEECTiONN13-29-15--,'�1 .._..._.........._._ „_. 5555.__ _,__.._.......,,._. _e _�.� .......... �\� 4f � kP OF GRATE= ;1rv. ?E. ° }cs:'t t',Y`.fP >..L,: F'L .5!'�' r F .r,. MATCH' MATCH' PROPOSED EXISTING EXISTING CONCRETE CURB CURB SIDEWALK FCiV 'l::iLIE. Fc,. ?�e r 5,555.,: � %: i A? \r*. B ;e i.. DETECTABLE WARNING SURFACE PER FLORIDA BUILDING CODE SECTION 11 -4.29 n\ n� r� na PLAT' ; IRM, N,El CORNER OF LOT Q, SLOCK',' c' (.D k k f� [ E i x I a w'T3,: X . i x i 's } k 4� . \k +`F a,..e\ 3, 1;V? x0:.. ITV EL.- P4162' (12” ROP) I VO r� .e ;q N.E . INV .. }'m- -54.56' 1 (..:'511 v 1 1, :;RAT NL,r r° E 4,A OCI .n . INV, ;"'. , s'oo, (1",i< `1 1 SILT FENCE t \�.:,_........ 55,55..._..,_._,. °55_5__5._.... RPA EL,= 57.5,, 2HR iiil ..'L..:56A V B OTT ;Fs E., 5,2.22` EX CURB B `T'"Wl EL- 52,43' (U VA3„1C^CCIS S iNLi- TODEAINf`: E DATA) i ui [a t r �. • ACCURACY. 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF ENGINEER IN WRITING PRIOR TO CONST24r..T�4�.!U. i rr i -# -r -• r -i r+ r r • • i ! r r # r a , i r -' i` • ': it ' i', ixil-WIR PROPOSED ASPHALT OVERLAY PROPOSED CONCRETE PAVEMENT/PAD/ SIDEWALK xt � 4'gn(A 2 EX,, AwPH AL-; OF SEECTiONN13-29-15--,'�1 .._..._.........._._ „_. 5555.__ _,__.._.......,,._. _e _�.� .......... �\� 4f � kP OF GRATE= ;1rv. ?E. ° }cs:'t t',Y`.fP >..L,: F'L .5!'�' r F .r,. MATCH' MATCH' PROPOSED EXISTING EXISTING CONCRETE CURB CURB SIDEWALK FCiV 'l::iLIE. Fc,. ?�e r 5,555.,: � %: i A? \r*. B ;e i.. DETECTABLE WARNING SURFACE PER FLORIDA BUILDING CODE SECTION 11 -4.29 n\ n� r� na PLAT' ; IRM, N,El CORNER OF LOT Q, SLOCK',' c' (.D k k f� [ E i x I a w'T3,: X . i x i 's } k 4� . \k +`F a,..e\ 3, 1;V? x0:.. ITV EL.- P4162' (12” ROP) I VO r� .e ;q N.E . INV .. }'m- -54.56' 1 (..:'511 v 1 1, :;RAT NL,r r° E 4,A OCI .n . INV, ;"'. , s'oo, (1",i< `1 1 SILT FENCE t \�.:,_........ 55,55..._..,_._,. °55_5__5._.... RPA EL,= 57.5,, 2HR iiil ..'L..:56A V B OTT ;Fs E., 5,2.22` EX CURB B `T'"Wl EL- 52,43' (U VA3„1C^CCIS S iNLi- TODEAINf`: E DATA) i ui [a t r �. • ACCURACY. 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY THEIR DISCREPANCIES DISCOVERED MUST BE BROUGHT TO THE ATTENTION OF ENGINEER IN WRITING PRIOR TO CONST24r..T�4�.!U. i rr i -# -r -• r -i r+ r r • • i ! r r # r a , i r -' i` • ': it ' i', ixil-WIR PROPOSED ASPHALT OVERLAY PROPOSED CONCRETE PAVEMENT/PAD/ SIDEWALK xt � luiffi_9 +p 21W. a . a - , 6 - .. i a - - iM - I - a I a 1111NOWNE1111=1 2=10"0111161=1 . , 412=1111gpip. 1 * . 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I BOTANICAL NAME I COMMON NAME MINIMUM SPECIFICATIONS I FLORIDA NATIVE I DROUGHT TOLERANT TREES - ...1111__ - --------- 111111 . SP 1 4 1 SABAL PALMETTO . I CABBAGE PALM MIN, 1O' C.T., STRAIGHT TRUNK, BOOTED, 3X3' ROOTBALL, FLORIDA #1 I YES I YES SHRUBS HR 1 14 1 HIBISCUS ROSA-SINENSIS CHINESE HIBISCUS 1 18" HT. X 12" SPR.'3 GAL., FULL, YELLOW FLORIDA #1, 30" O.C. NO NO GROUND COVER DT 65 DIANELLA TASMANICA'VARIEGATA' VARIEGATED FLAX LILLY 6" SPR., MIN. 4 RUNNERS, 1 GAL., FULL, FLORIDA #1, 24" O.C. NO YES RI 60 RHAPHIOLEPIS INDICA INDIAN HAWTHORNE 18" HT. X 12" SPR.'3 GAL., FULL, FLORIDA #1, 24" O.C. NO YES SB 25 SPARTINA BAKERI SAND CORD GRASS 20" HT. X 12" SPR,'3 GAL., FULL, FLORIDA #1, 36" O.C. YES YES I T�. " i - . ,�\\\\\,%\,\\%\,\\\\%\,\\,\\\,\\\\\\\\,7��;,�-,��\\\\\\\\\\\\\\\\\\\\\\�\\\\\\\\\\\\\\\\\N--.�-�,-��l.-",'fi , I , � � -�4-_, ,% \� ";t " - , " 1\ '\ 10 ;:.< ��,,; A 1i ; -.1-1- . I \\_%� k� 6noommmmmmow, y �. 4 \\\\\\\\\\\\N\\\\\\\\\\\\\\\N\\N� �11 — ,� � ��.,; •. � �.-< "."AN Z_c ,� \I, . .1- ": ., . ii X_ ,k" ,ii _:___- . ... 1� 1"i t t ; 11IN �, 'N� ,,,�UL 101;)i pi,ill'�U%l R.Nlli z t : , � I ; ; : : ; I i , i � � : i I ; : : � : : � I i I 1, 11 I, " \ \� \ , \ \\- \.. \ \\ \`,` : -, � � I LTA ICI a 11 410 1 � a I I II I 4 0 i J I 41111110 I - N ='.. ,, .... .... _ ' �,\N\\\\\<\\\�sN, 0 = z - 3 (.) 46 mtvm�) — BEFORE YOU DIG "CALL SUNSHINE" ,7J_# • I - ,,vy!-r=zz.-)�,, @COPYRIGHT2011 THIS DRAWING IS THE PfZdPERTY'601iJ6j PbJNT'AINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THISbkAWINaqI!RMbbUCED, P6*ISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AI)THORf ON FRbq HIGF , 010INT ENGINEERING, INC. , . , . , . , . ( ' I. . I �, , " . 58626 '. BRAULIO GRAJAL, S _ M FL Registration No. .. Professional Engingor "k r I Sign Date � I COPY OF THIS PLAN IS NOT VALID,UNLE89 SIGNED:8,FA---a _ANQ--1-- BY THE PROFESSIONAL ENGINEER, ®` i 1860 GULF TO BAY BLVD BCP2011-08527 Site Work MCDONALDS Zoning: Commercial Atlas#: 289A ,ft i i Iis I . Ab .. M M - " " M M M M N ='.. ,, .... .... _ ' �,\N\\\\\<\\\�sN, 0 = z - 3 (.) 46 mtvm�) — BEFORE YOU DIG "CALL SUNSHINE" ,7J_# • I - ,,vy!-r=zz.-)�,, @COPYRIGHT2011 THIS DRAWING IS THE PfZdPERTY'601iJ6j PbJNT'AINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THISbkAWINaqI!RMbbUCED, P6*ISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AI)THORf ON FRbq HIGF , 010INT ENGINEERING, INC. , . , . , . , . ( ' I. . I �, , " . 58626 '. BRAULIO GRAJAL, S _ M FL Registration No. .. Professional Engingor "k r I Sign Date � I COPY OF THIS PLAN IS NOT VALID,UNLE89 SIGNED:8,FA---a _ANQ--1-- BY THE PROFESSIONAL ENGINEER, ®` i 1860 GULF TO BAY BLVD BCP2011-08527 Site Work MCDONALDS Zoning: Commercial Atlas#: 289A 46 mtvm�) — BEFORE YOU DIG "CALL SUNSHINE" ,7J_# • I - ,,vy!-r=zz.-)�,, @COPYRIGHT2011 THIS DRAWING IS THE PfZdPERTY'601iJ6j PbJNT'AINEERING, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THISbkAWINaqI!RMbbUCED, P6*ISHED, ALTERED OR USED IN ANY WAY WITHOUT WRITTEN AI)THORf ON FRbq HIGF , 010INT ENGINEERING, INC. , . , . , . , . ( ' I. . I �, , " . 58626 '. BRAULIO GRAJAL, S _ M FL Registration No. .. Professional Engingor "k r I Sign Date � I COPY OF THIS PLAN IS NOT VALID,UNLE89 SIGNED:8,FA---a _ANQ--1-- BY THE PROFESSIONAL ENGINEER, ®` i 1860 GULF TO BAY BLVD BCP2011-08527 Site Work MCDONALDS Zoning: Commercial Atlas#: 289A 0 20 40 T 60 GRAPHIC SCALE 1 inch = 20 ft. L E G S IV D ts� j i ■t A = ARC LENGTH - BACKFLOW PREVENTER A/C = AIR CONDITIONER BOLLARD FEB] - ELECTRIC BOX EM - ELECTRIC METER EP - ELECTRIC PANEL A- �`" - ELEVATION 'i::1° - FIRE HYDRANT FP - FLAG POLE BM = BENCH MARK - GRATE INLET BNDY = BOUNDARY - GREASE TRAP He - HEIGHT CLEARANCE POLE IG - IRRIGATION CONTROL VALVE C = CALCULATED - LIGHT POLE CB = CHORD BEAR NO - MONITORING WELL PP - PAYPHONE CHD = CHORD - POWER POLE RL - ROOF LADDER a - SANITARY SEWER MANHOLE ® - SEWER CLEAN OUT iEi - SIGN FBI - SPEAKER BOX @ - STORM SEWER MANHOLE DN - UNKNOWN VALVE VAULT Fv - UTILITY VAULT ® - VERIZON VAULT IK - WATER METER 0 - WATER VALVE (9- WELL - --� - GUY WIRE EL OR ELEV = ELEVATION - TOP OF BANK EOP = EDGE OF PAVEMENT PCC = POINT OF COMPOUND CURVE - OVERHEAD WIRES PCP = PERMANENT CONTROL POINT P - U.G. POWER LINE s - U.G. SANITARY SEWER LINE D - U.G. STORM SEWER LINE FIP = FOUND IRON PIPE - 0.50' CURB FIR = FOUND IRON ROD PDC = PONT OF COMMENCEMENT - 1,5° CURB & GUTTER PDL = POINT 04 LINE FLD = FIELD - 2' VALLEY CURB 00 °� - OAK 0D° - PALM wo - UNKNOWN ts� j i ■t A = ARC LENGTH FPP = FOUND PINCHED PIPE A/C = AIR CONDITIONER FRY = FRAME AF = ALUMINUM FENCE FZL = FLOOD ZONE LINE ALUM = ALUMINUM GAR = GARAGE ASPH = ASPHALT G/E = GLASS ENCLOSURE BFE - BASE FLOOD ELEVATON HWF = HOG WRE FENCE BLDG = BUILDING HWL = HIGH WATER LINE BLK = BLOCK INV = INVERT BM = BENCH MARK LB = LAND SURVEYING BUSINESS BNDY = BOUNDARY LFE = LOWEST FLOOR ELEV ERG = BEARING LHSM = LOWEST HORIZONTAL SUPPORTING MEMBER BWF = BARBED WIRE FENCE LS = LAND SURVEYOR C = CALCULATED M = MEASURED CB = CHORD BEAR NO VAS = MASONRY CBS = CONCRETE BLOCK STRUCTURE VES = MITERED END SECTION CHD = CHORD MH = MANHOLE C2. = CENTERLINE MHWL = MEAN HIGH WATER LINE CIS = CHAIN LINK FENCE MSL = MEAN SEA LEVEL CLOS = CLOSURE N &B = NAIL AND BOTTLE CAP COL = COLUMN N &D = NAIL AND DISK CONC = CONCRETE N &T = NA':L AND TAB OR = COUNTY ROAD NGVO = NATIONAL GEODETIC VERTICAL DATUM C/S = CONCRETE SLAB NO = NUMBER CDR = CORNER O/A = OVERALL COV = COVERED AREA OHW = OVERHEAD WRE(S) D = DEED OR = OFFICIAL RECORDS DOT = DEPARTMENT OF TRANSPORTATION O/S = OFFSET DRNG = DRAINAGE P = PLAT DIW = DRIVEWAY PB = PLAT BOOK EL OR ELEV = ELEVATION PC = POINT OF CURVE EOP = EDGE OF PAVEMENT PCC = POINT OF COMPOUND CURVE EOW = EDGE OF WATER PCP = PERMANENT CONTROL POINT ESM'T = EASEMENT PG = PAGE FCM = FOUND CONCRETE MONUMENT PK = PARKER KALON FES = FLARED END SECTION PL = PROPERTY LINE FIP = FOUND IRON PIPE PDB = POINT OF BEGINNING FIR = FOUND IRON ROD PDC = PONT OF COMMENCEMENT FL = FLOW LINE PDL = POINT 04 LINE FLD = FIELD PP = POWER POLE FIND = FOUND PRO = POINT OF REVERSE CURVATURE FOP = FOUND OPEN PIPE FIRM = PERMANENT REFERENCE MONUMENT FPC = FLORIDA POWER CORP, D -1 GRATE INLET TOP EL.= 56.56' N.W. INV. EL.= 54.56' (12" RCP) D_2 GRATE INLET TOP EL.= 57.56' S.E. INV. EL-= 55.00' (15" RCP) D_3 STORM SEWER MANHOLE N. RIM EL.= 57.56' TOP EL,= 57.54' THROAT EL.= 56.41' BOTTOM EL.= 52.22' CURB INLET TOP EL.= 56.33° THROAT EL.= 55.61' BOTTOM EL.= 52.43' (UNABLE TO ACCESS INLET TO OBTAIN PIPE DATA) S -1 CLEAN OUT TO, EL.= 58.81' INV, EL.= 57.89' (2" PVC) S -2 CLEAN OUT TOP EL.= 58.77' ELBOW EL.= 56.91' (2" PVC) (COULD NOT OBTAIN ACTUAL INVERT) S -3 CLEAN OUT TOP EL.= 59.02' INV. EL.= 57.32' (4" PVC) S -4 CLEAN OUT TOP EL.= 59.00` INV, EL.= 57.61' (4" PVC) S_5 GREASE TRAP N. RIM EL.= 58.41' W. INV, EL.= 56,26' (4" PVC) BOTTOM EL.= 51.16' GREASE TRAP N. RIM EL.= 58.48' E. INV. EL.= 55.93' (4" PVC) BOTTOM EL.= 51.03' S_7 CLEAN OUT TOP EL,= 58.56' (UNABLE TO OPEN) PROP = PROPERTY PSM = PROFESSIONAL SURVEYOR & MAPPER PT = POINT OF TANGENCY PVM'T = PAVEMENT RAD = RADIUS R = RECORD REF = REFERENCE RES = RESDENCE RL = RADIAL LINE. RLS = REGISTERED LAND SURVEYOR RND = ROUND RNG = RANGE RRS = RAfL ROAD SPIKE R%W = RGHT -OF -WAY SOM = SET CONCRETE MONUMENT S/E = SCREENED ENCLOSURE SEC = SECTION SET N &D = SET NAIL AND DISK RLS# 2512 SIR = SET 1/2` IRON ROD RLS# 2512 SO = SQUARE SRF = SPLIT RAL FENCE SR = STATE ROAD STY = STORY SUB = SUBDIVISION S/W = SIDEWALK TB = 'T° BAR TBM = TEMPORARY BENCH MARK TO = TOP OF CURB TOB = TOP OF BANK TOE = TOE OF SLOPE TRANS = TRANSFORMER TWP = TOWNSHIP TYP = TYPICAL UG = UNDERGROUND UTIL = UTILITY WD = WOOD WF = WOOD FENCE WF = WROUGHT IRON FENCE WT = WITNESS WRF = WIRE FENCE WV = WATER VALVE CURB INLET TOP ELEV.= 5&06 THROAT EL= 5717 n � 1 GRATE INLET (UNDER FENCE) TOP ELEV.= 58.61 C INV n = SS Rf f15® .«� � CONC. MEEtIAN �s .6, �. -<r S• -u" t� •aF CR9'a- (ASPHALT) OUTFALL CONTROL STRUCTURE TO? OF GRATE= 58.32 TOP OF SLOT EL= 5&32 (1.4' WIDE) BOTTOM OF SLOT EL= 57.78 TOP OF SKIMMER EL= 5&30 BOTTOM OF SKIMMER EL= 57.30 N. INV. EL= 55.85 (15° RCP) a (ASPHALT) BENCH MARK 350 FLHD ELEV.= 57.01' N.A.V.D. 1988 'ZC• �p4 F— J PO �' Q t p ki a GEORGE A.—SHIMP III DATE REGISTRATION NO. 6137 Ra J < V) U 58.45 ; F-- J X ��1 5865 :iC Q Ss.zI:F+. SURVEY ON 7 -19 -2011 (110148- 1.DWG) Cf7 Q I n � 1 GRATE INLET (UNDER FENCE) TOP ELEV.= 58.61 C INV n = SS Rf f15® .«� � CONC. MEEtIAN �s .6, �. -<r S• -u" t� •aF CR9'a- (ASPHALT) OUTFALL CONTROL STRUCTURE TO? OF GRATE= 58.32 TOP OF SLOT EL= 5&32 (1.4' WIDE) BOTTOM OF SLOT EL= 57.78 TOP OF SKIMMER EL= 5&30 BOTTOM OF SKIMMER EL= 57.30 N. INV. EL= 55.85 (15° RCP) a (ASPHALT) BENCH MARK 350 FLHD ELEV.= 57.01' N.A.V.D. 1988 'ZC• �p4 F— J PO �' Q t p ki a GEORGE A.—SHIMP III DATE REGISTRATION NO. 6137 Ra J < V) U Sg X 0° X ��1 5865 :iC Ss.zI:F+. SURVEY ON 7 -19 -2011 (110148- 1.DWG) CERTIFICATION: I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF f n � 1 GRATE INLET (UNDER FENCE) TOP ELEV.= 58.61 C INV n = SS Rf f15® .«� � CONC. MEEtIAN �s .6, �. -<r S• -u" t� •aF CR9'a- (ASPHALT) OUTFALL CONTROL STRUCTURE TO? OF GRATE= 58.32 TOP OF SLOT EL= 5&32 (1.4' WIDE) BOTTOM OF SLOT EL= 57.78 TOP OF SKIMMER EL= 5&30 BOTTOM OF SKIMMER EL= 57.30 N. INV. EL= 55.85 (15° RCP) a (ASPHALT) BENCH MARK 350 FLHD ELEV.= 57.01' N.A.V.D. 1988 'ZC• �p4 F— J PO �' Q t p ki a GEORGE A.—SHIMP III DATE REGISTRATION NO. 6137 Ra X 0° / ACSlm''l LAND TITLE SURVEY - ADDED PARKING AREA PARCEL TO SURVEY ON 7 -19 -2011 (110148- 1.DWG) CERTIFICATION: I HEREBY CERTIFY TO THE BEST OF MY KNOWLEDGE AND BELIEF JOB NUMBER: 110148 DATE SURVEYED: 6 -29 -2011 THAT THE SURVEY SHOWN HEREON SUBSTANTIALLY MEETS THE MINIMUM TECHNICAL DRAWING FILE 110148.DWG DATE DRAWN: 7 -5 -2011 STANDARDS FOR LAND SURVEYING DESCRIBED IN THE STATE OF FLORIDA RULE 5J -17, F.A.C. FURTHERMORE, THIS CERTIFICATION SHALL NOT EXTEND TO ANY OTHER PERSONS LAST REVISION: SEE SHEET 1 X REFERENCE: SEE SHEET 1 OR PARTIES OTHER THAN THOSE NAMED ON THIS SURVEY AND SHALL NOT BE GEORGE A. SHIMP II VALID AND BINDING AGAINST THE UNDERSIGNED SURVEYOR WITHOUT THE ORIGINAL RAISED SEAL AND SIGNATURE OF THE FLORIDA LICENSED SURVEYOR AND MAPPER. AND ASSOCIATES, INCORPORATED ICLAND SURVEYORS LAND PLANNERS Qiaor 3301 OeS"OTO 80IILEV,4R0, STILT -F D GEORGE A. SHIMP II, FLORIDA REGISTERED LAND SURVEYOR No. 2512 P,4 -ff1 f1 ,4RBOh; F10j?IBA 34(683 GEORGE A. SHIMP III, PROFESSIONAL SURVEYOR & MAPPER N0. 6137 LB 1834 PfIOff (727) 78,1'-506 F4X (727)'786 -1256 t i 11EMOLITION NOTES TO CONTRACTOU I THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AS REQUIRED BY CITY / COUNTY, STATE AND FEDERAL LAW PRIOR TO COMMENCE OF DEMOLITION ACTIVITIES. 2. THE CONTRACTOR SHALL MEET ALL SAFETY REGULATIONS REQUIRED BY FEDERAL, STATIA 1VD LOCALL GOVERNMENT. 3. THE CONTRACTOR SHALL COMPLY WITH DEMOLITION REQUIRMENTS ESTABLISHED Irl TAII FLORIDA BUILDING !s CONTRACTOR INSPECT ! FOR ASBESTOS AND SITE FOR ' ' +RDO i ! IMPROVEMENTS. �'ELOW GROUND EXISITING IMPROVEMENTS THAT WILL NOT BE INCORPORATED WITH THE NEW 7 THE CONTRACTOR SHALL DEMOLISH AND REMOVE IMPROVEMENTS WITHIN LIMITS OF CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE CONFLICTING &► k ONE 1 110 r; r- Y r # COUNTY 73.129, F.A.C. CAN RESULT INA PENALT, MOTTO EXCEED $10,UUu PER DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A SEPARATE OFFENSE. 12 THE CONTRACTOR SHALL FENCE OR BARRICADE THE SITE, INSTALL GATES FOR TRUCK ROUTING AND CONTROL TRAFFIC PER FDOT TRAFFIC CONTROL STANDARDS. 11 THE CONTRACTOR SHALL INSTALL AND MAINTAIN AT ALL TIMES PROTECTIVE BARRIERS CITY if = r 14. THE CONTRACTOR PAVEMENT WHERE NEW PAVEMENT IS TO CONCRETE BE 6DD9D-QT, EXISTING PAVEMENT TO BE ELIMINATED. RESPONSIBLE FOR THE DAMAGE OF ANY ON-SITE OR OFF-SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 16. EXISTING IMPROVEMENTS ABOVE GROUND (E.G., PAVEMENT, CURBING, BUILDINGS, PADS, • x Y SIDEWALKS, POLES, 1 AND BELOW GROUND (E.G., SANITARY, STORM, WATER, GAS, CABLE, ELECTRIC, PHONE, ETC.) SHALL REMAIN UNLESS OTHERWISE NOTED. 111101 =1111110- 1* W1111110 wy, 611=19 wo z rl z w-t HARDWOODS DRIP LINE N, , PINES DRIP LIN_ UPRIGHT - ''.. P7rtoTTac nPTP a TMF FCM 4 "x4:. N,W. CORNER OFfOF2 a �/ iii O i, K "a f! :; I , ,; i I S t ry ry , I IOC : , , t u I : GO I k rx yry EX, ft;IPI-iALT LP I I 8 c -'x, EOP EX,. I-P t,\`\ ' s b FC 14j x ' 3 I N W, COQ .t_ R1 - \ U" OFLOI ?p r y (4 f 6 BLOC N EYea 11 t x I {{p 3 f I w°T tv e s j f I ; I I Eii t to ' # H i `,,. f i, # OF I E 36 LF t 18" CURB I F ' � !. _ ._._....,. (TO BE REMOVED) j ONE STORY C;.B.S. ." I EX. ASPHALT \ 46 SF f ASPHALT, PAVEMENT......., , t,'' r? I " (TO BE REMOVED } `\ J I; C ONE YG`.S. � %EiLS P 126`0,0'R M i Lr� l BN , ,...K ?, t �^�.p� tfi } I ?4,1: 't l Fr+ t f Ec. P ..� ,..; ,i „ , '� i , s. -...? 9"11, 6'R , ( f`� ",t E e�'b't'4 I 2... '„i.? e P ` •' # r. .•^•,. :e s 7 :, r i p. •, 13'76 R n q..,.:t...,: 12'1/20'R :... =2"aa f� 14 12YRZ_; _ ✓ la : 6 \\ SAW -CUT PRIOR TO t` r'tl t i'I 't� \ \ `. 7 \ \ 2 REMOVE EXIS !NG r ` \ ASPHALT PAVEMEN \. , �\ ✓:' ✓` \,. \ ti ' \ ✓ F ^' EXISTING METAL GATES. \ r' ! 6 \ I (TO BE REMOVED) ; R .,v 480 SF +ASPHALT \.• --~ �, '�+ FC IN ", 4 "x4° PLAT PRM N,E, CORNER OF LOT 10, BLOCK "B" I z V Lu V I � uj w I m ccl ,X C "i l EX. AEPH L ITEM DESCRIPTION • PALM REMOVE TREES AND SHRUBS. W, , REMOVE ASPHALT AND BASE. COUNTY DEPARTMENT OF REMOVE STRUCTURES AND FOUNDATIONS. MINIMUM RADIUS TO BE PROTECTEDf P I 62 SF t ASPHALT PAVEMENT =xf ANY,, BUILDING DEMOLITION. (TO BE REMOVED) =yr 4 5 REMOVE CURB TO NEAREST EXPANSION JOINT. 6 PLAT PR I HORIZONTALS - NO LESS THAN I' X 4' LUMBER: REMOVE PAVEMENT MARKING. 4, C.E_ CORNER' _ 30 LF ± 18" CURB; OF LOi' 6 ;- _ °o REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. (TO BE REMOVED} B3 OCK ,=B "/. "�' , T LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN { 3 m t r t I a } < LP w, a r' r 01 M DEMOLITION TABLE ITEM DESCRIPTION • PALM REMOVE TREES AND SHRUBS. W, , REMOVE ASPHALT AND BASE. COUNTY DEPARTMENT OF REMOVE STRUCTURES AND FOUNDATIONS. MINIMUM RADIUS TO BE PROTECTEDf ENVIRONMENTAL MANAGEMENT PRIOR TO REMOVE CONCRETE PADS, SIDEWALKS AND ANY,, BUILDING DEMOLITION. B, CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. PAVERS TO THE NEAREST EXPANSION JOINT. 5 REMOVE CURB TO NEAREST EXPANSION JOINT. 6 REMOVE SIGNS, BOLLARDS AND WHEELSTOPS. HORIZONTALS - NO LESS THAN I' X 4' LUMBER: REMOVE PAVEMENT MARKING. TREES TO BE REMOVED QUANITY KEY COMMON NAME CONTRACTOR SHALL CONTACT THE AIR • PALM W, , EXISTING TREE LEGEND PAVEMENT _ 7 (TO BE REMOVED) rc f ? 7 ASPHALT SAW -CUT PRIOR TO I I SAW -CUT PRIOR TO EX, i REMOVE EXISTING REMOVE EXISTING 7 k 1 ASPHALT PAVEMENT I 7 „: ASPHALT PAVEMENT x - , x. 7 _., , ... „n F k l t . r S� i E x _, I i' f 0 F _ , \ / g � EE LJJ EXISTING HE(G 1T.. 3 Cl EARANGE POLE v. 4. ,_ ONE STORY C�.B,S. (TO BE REMOVED ):�-. "McDONALD S RESTAURANT" _. I1` 1860 GULF TO BAS` BOULEVARD LCi ? ar ;I s , e 3 I :. EXISTING SPEAKER e •' ° a f C;aLEARWATER, FLORIDA 3 6 EX. BE REMO LL BOX & CONOPY\\ I I 7 I ; (TO BE REMQVEb }j EX. "PAY PHONE" A \ f _._a EX. BOLLARD (TO BE RELOCATEI EXISTING PRIMARY r I'_ (TO BE REMOVED} I I _a ,._.._,__:,T _ __. \. __ .___ EX. HAND RAIL E BOARD T BE <. s MENU O O , \ l\ _ . (TO BE RELOCATED ) � :RELOCATED t I \ EX. GOV. 0v F ; ggqq I C iY`L v 6 9 "`X C. NCR -1 =•, r` t C) 6LT FENCE , g s f 4 or: ! ;i 10 .T ; f" S h it t 7 1 X, , ! r y 34RR L E ' f :t { ` M t I I ,_ _ , k `e ✓ ,`, \, #, u ""t / k - 2 s� _ c?.. �P .' O , l 4.d 3 , R ,Y€3, G x. --°- BL I G oF t v 5 :.X LP � C 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, L'r15i'H,LT CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741: CITY INDEX NO. 909; 1 OF 1 S CONTRACTOR SHALL CONTACT THE AIR 1 TOXICS SECTION OF THE PINELLAS SPECIFICATIONS - WOOD BARRIER ' COUNTY DEPARTMENT OF L MINIMUM RADIUS TO BE PROTECTEDf ENVIRONMENTAL MANAGEMENT PRIOR TO A. HARDWOODS - 2/3 DRIPLINE ANY,, BUILDING DEMOLITION. B, CONIFERS & SABAL PALMS - ENTIRE DRIPLINE. 2. UPRIGHTS - NO LESS THAN 2' X 2' LUMBER, „..,.,,,,., -„ 3, HORIZONTALS - NO LESS THAN I' X 4' LUMBER: 4, BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED _ TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. CONC. MEDIAN -- 5, UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN - „ „ _. T LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, L'r15i'H,LT CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. FURTHER INFORMATION MAY BE OBTAINED FROM THE LAND RESOURCE SPECIALIST AT 562 -4741: CITY INDEX NO. 909; 1 OF 1 S (TO BE O • r #; ! r • BE # s i _.- 7 -. --- 52 SF t SIDEWALK,' . (TO BE REMOVED f, EXISTING METAL FENCE %� ' (TO BE REMOVED) `, ' &SF t SIDEWALK 430 SF CONCRETE SLAB „'(TO BE REMOVED) I ,b r13 "I I I Lu 6 I Y (TO BE"REMOVED) ' 1 LF t 18" CURB URB l ° ,TOE REMOVED) MUNN D , f § z 7 ,i i F,,R' 3 i 01 0 NOV 0 r _ } r - 3 1 (�4 / ✓'W 'I.i >� xe` a {j A, -. f " <, PLANNING ,.. G $c DEVELOPMENT DEPT 4 t' 4':. . � � INSTALL SEDIMENT _ "¢egos" \ �. "< ' I CITY OF CLEARWATER �\.� f ; `-, t` TRAP AT CURB INLET ' 152 SF � S(i�EWAL�K'- ' e � i% (TO BE REMOVED) .' A' ! 33 LF t 18” CURB 77= Cif (TO BE REMOVED) E:X, A3PHAL >._._.' i r 21`P SILT FENCE ! E EXISTING "PARKING BY� A+ L END ca 7 DISABLED PERMITS lG'17 1 I[ I ONLY" SIGNS t 1 ? (TO BE RELOCATED) ;,' M EXISTING PROPERTY LINE ... I < 7 F u 7 C wjti ✓ X? I ? I ` , PROPOSED EROSION y ❑6 CONTROL j fA f __ .. r ,, _ 35 LF t 6" CURB \ (TO BE REMOVED 3 31 x EE .+ d �.� 3l�R � 32LFt 18 URB PROPOSED TR ° 1 OBE REMOVED T `_._ BARRICADE } 260. 0 , r' _.._.. -._ P p -k R T� cx. Wit _- ` EXISTING ASPHALTIC SAW -CUT PAVEMENT PRIOR EX ; .,M� PAVEMENT TO BE ` SAW -GUT PAVEMENT PRIOR TO REMOVE EXISTING CURB TO REMOVE EXISTING CURB REMOVED 6 LF t 18" CURB INSTALL SEDIMENT " (TO BE REMOVED) TRAP AT CURB INLET r LLLLLLLLLLLLL EXISTING BUILDING 6 LF ± 6" CURB EX.ASF;~srt:. °a' ,.I TO BE REMOVED (TO BE REMOVED) B CONC. %1EDIAhd - _...._ P- A�. ,. ' R• @ , ®. P. a p. F A ®, P" ' ® °'� ^e P _ _ EXISTNG GULF TO BAY BOULEVARD 3 PO P UBLIC RAP EX. ASPHALT P.M. Y 1 (TO BE O • r #; ! r • BE # s i _.- 7 -. --- 52 SF t SIDEWALK,' . (TO BE REMOVED f, EXISTING METAL FENCE %� ' (TO BE REMOVED) `, ' &SF t SIDEWALK 430 SF CONCRETE SLAB „'(TO BE REMOVED) I ,b r13 "I I I Lu 6 I Y (TO BE"REMOVED) ' 1 LF t 18" CURB URB l ° ,TOE REMOVED) MUNN D , f § z 7 ,i i F,,R' 3 i 01 0 NOV 0 r _ } r - 3 1 (�4 / ✓'W 'I.i >� xe` a {j A, -. f " <, PLANNING ,.. G $c DEVELOPMENT DEPT 4 t' 4':. . � � INSTALL SEDIMENT _ "¢egos" \ �. "< ' I CITY OF CLEARWATER �\.� f ; `-, t` TRAP AT CURB INLET ' 152 SF � S(i�EWAL�K'- ' e � i% (TO BE REMOVED) .' A' ! 33 LF t 18” CURB 77= Cif (TO BE REMOVED) E:X, A3PHAL >._._.' i r 21`P SILT FENCE ! E EXISTING "PARKING BY� A+ L END ca 7 DISABLED PERMITS lG'17 1 I[ I ONLY" SIGNS t 1 ? (TO BE RELOCATED) ;,' M EXISTING PROPERTY LINE ... I < 7 F u 7 C wjti ✓ X? I ? I ` , PROPOSED EROSION y ❑6 CONTROL j fA f __ .. r ,, _ 35 LF t 6" CURB \ (TO BE REMOVED 3 31 x EE .+ d �.� 3l�R � 32LFt 18 URB PROPOSED TR ° 1 OBE REMOVED T `_._ BARRICADE } 260. 0 , r' _.._.. -._ P p -k R T� cx. Wit _- ` EXISTING ASPHALTIC SAW -CUT PAVEMENT PRIOR EX ; .,M� PAVEMENT TO BE ` SAW -GUT PAVEMENT PRIOR TO REMOVE EXISTING CURB TO REMOVE EXISTING CURB REMOVED 6 LF t 18" CURB INSTALL SEDIMENT " (TO BE REMOVED) TRAP AT CURB INLET r LLLLLLLLLLLLL EXISTING BUILDING 6 LF ± 6" CURB EX.ASF;~srt:. °a' ,.I TO BE REMOVED (TO BE REMOVED) B CONC. %1EDIAhd - _...._ P- A�. ,. ' R• @ , ®. P. a p. F A ®, P" ' ® °'� ^e P _ _ EXISTNG GULF TO BAY BOULEVARD 3 PO P UBLIC RAP EX. ASPHALT P.M. Y i # , r i • UNDER • a i•• # # r+ r #r i •' it PERMANENT SHALL i' I i # #• • • i 'r i • • r `i- i r ► i a # -r • •- r= r #r # • - # • i =r G 1, PROPOSED ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON THESE CONSTRUCTION DOCUMENTS. 2. CONTRACTOR SHALL SAW CUT, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. C. CURBING SHALL BE PLACED AT THE EDGE OF ALL PAVEMENT, 1' r• CONTRACTOR `# r = 1/2' BITUMINOUS EXPANSION JOINT WITH SEALER AT ABUTMEIlT # CONCRETE r ANY STRUCTURE. EXPANSION #: ASTM D1751. PROVIDE 5, CONTRACTOR SHALL EROSION CONTROL AND SEDIMENTATION BARRIER PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE r a r. OTHER SUITABLE MATERIAL AREAS R CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN THE OPINION OF THE ENGINEER r #f CITY / COUNTY AUTHORITIES, QUANTITIES OF ARE TRANSPORTED i EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR SHALL REMOVE SAID EARTF TO THE SATISFACTION OF THE ENGINEER AND/OR CITY / COUNTY AUTHORITIES. 6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING APPLICABLE SOIL AND MATERIAL TESTING AND SUBMITTING TEST RESULTS TO OWNER'S ENGINEER ON A WEEKLY BASIS. SOIL TESTS ARE REQUIRED PURSUANT WITH THE TESTING SCHEDULE REQUIRED BY THE GOVERNMENTAL AGENCY HAVING JURISDICTION OVER THIS SITE. UPON COMPLETION OF THIS WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER CERTIFICATIONS SIGNED BY THE MATERIAL / GEOTECHNICAL ENGINEER STATING THAT ALL SOIL • ; MATERIAL REQUIREMENTS 7. A QUALIFIED TESTING LABORATORY SELECTED BY THE OWNER SHALL PERFORM ALL TESTING NECESSARY TO ASSURE COMPLIANCE OF THE IN PLACE MATERIALS AS REQUIRED BY THESE CONSTRUCTION DOCUMENTS AND THE VARIOUS AGENCIES HAVING JURISDICTION OVER THIS SITE. SWALL FINISH ALL EXPOSED BACK OF CURB. • •* # i * • -# #• `! r • # r• r # •:'. r _ r `# rr rw*9 k LP`s. CURB ;N't_E..I. I OP ELEV.= 58.0; 1\1,\ i, T HROAT E I,....w 57.17" \ ;a \ "v, \ ,i 1911 -, G /` { :rim`11110XTIA151:'i14j11111IRT -11� ,'s x x, EX GRATE N .:T,,, 3, 'x CORNER ENE:' (UNDER FENCE) E) '`�', T01', LLEV,= 58,61 , �\ CI dd O LOT 2, i S "INVEL. =05.61 ttF'RC';: >), \ ' i I' BLOCK �' ...,. a a ._ _ ._......... .._,,.. dw_ .,.,._. _.._._ .....,._ ,._,..,_ ._ _..,._ .__, ._..,.,, _._... _._._. ,_...._. _ -._ ___ ,._,,, .._.. s \w 6 ;, . ------ ,. q, ..._.__..,,... i E E " y ' r \`,,._..y� - .. ;,-- cam,,,, .$x - -'.r <;\ fix.' , _ _ _.....,. _. ____.__ __ _, ,_ -_. . :- "\" _" I v ". I _ -,- ` j ,- _,_\ � 4) e`?�` f .,. i V t I 6 t {E f I E:' NI "xilea 'LAC Irv€ N,E. CORNER OF I O T 10, I BLOCK - I EX C)UiIALi CC 1RC)i { , F'¢" x w I OP OF GRAI`E:' :-3 32 x„ i-., 11 G,.. 4 i t c R ; CIP OF SLOP EI,. 58, 32 (l.4"` ,' IDE) !` i E3OpqTI-Of l OF S =_44.C7P EI_, 57,78' ;}�{ k ^'v" 3 .. ± i - 'TOP OF St\INIH14I,a R EL,- .K.•8 3M k `;� 1r> x;,1. V" E�t,�%{q -p! } 1 lei l° ��'sKI u .Viiw.R EL,= 57,30 I d ^"1 �``~ ,',,Y EX,A °'3PHAL.T !. I sV.I;V�. €?W'L.- :)�,xi,�'Ee i,i ,�xx '!'y f�, +��., k 4 I -It i 73 I : . :I :;7: I ,r i I S zo I i I i nx' ' � ,. r _ _ __ j j r 0 ti i i ' - f i s,x Ica /,, i `�'`F w; sta in I ,, ", I r "a ^'> c , :I 1 1, fi % ^�� ice, t It I ; tr1 cn q "� Id t f' [ f. U ,✓ , i ,. - .......... _ F I NS'.t a, t,+oN FL tl s,° .4 9 /' _ ____...,_.. :;.� .✓C5 .,,r.•' ,. . »r r E p! IrN "1 ` t, d , t ' 4 :d,o-'^3 ".`: Lwj ryy *_.+ i nq d I 1 E t �� ` `! ! I - u ;Lws ' c I; n i t I " s i t . E p ,°' I t , t 4D '7 y ! I I 1 I c,> c> i I i s i is i 'i € I Li; ? i I <a I y w `a +. `' r .,l I , 7II I w•;.; .'t j F 1 u i `' i i i.C.i w rzA P - �. t ><C` „ -£. A i X7 ,f`"' \� £ - r.pr..• r `�`? F 1 +r 10 t' °x` `x7 Y(y>ti .. I � ',� � t , .._.._ Y �r'•,.: k ,-C' S "' ,f; k v „k M, i I. ; 1 ,,,,, k x' ✓ z i C�iN `STORY C,B,S. , <: -? ` � EX AS 3 iA. , I 11 1 ri ii i"-i :..:... : Y ..r^"""w .� p _ p!� I <"`~ I I— i Yx I 11, A Ai T I ,1 r, I _ I ;. - _ "`. I r w _ C z.,,.. I « , e; a' `',) ,`, \' Err; .i ,,F py `-',,> )Pit` a l rv\ ”} 4\ I?L4y rR ry I i I I I'. i Y % i ¢'v �"�. ".. .:y.,`.,. �~ r, �'` r} t ai'i 3 fi ,, rrj T ^.Jf kr... a e,S,S.v`"r,, t. Y f 4L`Ln \fir' ft 3 '-i'+. '! �, , E p Q., : ? ✓ ° " ;mss i� 5X` L r. :l I r 1 rLA . i Ci ; F r _' ,e x o- `'y, ''y ! fi F 4 I e?n Ea.>F -" r`9 OF LOT � a I i fr i °" fi .;J. 3 .-a ' SIB,:' s I i fI :,., 6�icm dt t` > --1 qp - i `? v, ng °� k r,:; ' ) t"', � },. __. ,_ }'r,% ; I r .z,w ':n,. ',T$ " .,',<if`' ,: I `.t S` ,_._1 yN 1,) E. 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CONCRETE R « >, � __ _. _ :...,., r,.,,', � x r ,,., ,. ,_.0 a,o "- .. .. ...m .. c,�" ,,,.y .., -•-, ^.4\ �.,' rt y°"'I "'°.L. I!''•'s. ^. 5'1G` a: a' J lk f , f _ „PAVEMENT s. » _ . `� .. E; � „> - _a ;__ :. °� .,, .,_ ,." . -"..-_ �. ., , __, c, I 11 4. - s, r a _ wr _._ ik. a r' 4 _... i , „ , x .max - _ _ ,_ ._ - , t f I ! „ .� - ,- --"�', , -.__ ` `n'-_. �_... ...ate_,___ __._ 'C e _.: _ ___. yr g __= _r. _ ,. _. _.� ._._._, .._ f; G1 . f I A A :J """"i_` i .'� - I Y e °,✓ .a , ;,. . ", c, c .,, r. .P. v.. -:_t' :_S "'ate- e'' k .: 9'a"` :.a ! .. r..`- r ^[ .le^' . -.'C'. . .... , - , k F „ r• z r, x m , :. a. ,r I f` wS n i Y. C / \ .✓ �. r :___,_ :_i .- .., ,- , ,- T � ., a .- F _ .r E' \ } _. :' P P r ,< _.:... I °;i..:. » ! . r -' ' d < .,,,.,r'" w.'.y .„.- I c, , i \ I c , _. , ,...,., , -.% : ; ,` ": .., -:, ...Y, .5,,,. , ». .I a ,.^. :. w.. �ry is ..• ,' a. 54 \ ii y,, , : :.r : -Y:: , .. : ,r:. , ,. : : q s. r^"zxr p .. St _f 1, {ti {.. 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I :: ¢ f 120 E\ x,.. ,; ::: : e' , _ - a„r _ .. -: :.•y i,A ft ` 5 4,. , '_ ; ! r; .� -:f ,..', _ :. r `, ; - ., 1 (.,. � DETECTABLE WARNING SURF E rvy�np^� ! , : €.�"';I _ ;?'.. art_ , ;; e 5EJ 3A'' (tEJL. !AR€ f • Krv' -¢.^.. .; 3.tJ ? . re V E 1 i , : 3 ✓. ;. , k .: FI "$, f R *' "' - 1 o. r PER FLORIDA BUILDING COD S I w s I, F a \ - a .w 1 ;• ;. , ,', s;[ I �.,�A("`t. s: iT (.... 4.P A.. , d € '—' o o -� �. - .. 3 ffk " a, ,;" XY, .,,, ;, , , SECTION 11 -4.29 �{ o�aoo8afI .,a , :. -:< _i I � 4, i ;.:` ,a ; .€ I ', c", Gin Fa ?,.<: �; 'i t r + ., 1 1 : i § i .`, :•:�. r .m ooa 5 ,�rx {,.r (r ; I � AREA = 3 676 SF _ , . 58.M !!I! I I it 5 :65 -11 a» :. C^ i t .T, C " r. i" .:iv.- .,,, t t, t > _- o _ '` `" G i J 40 >. \. F,,,,:- '!i ,r, r x 4-... i y 1 c¢ :�°�.tt.ft' - _,.-¢^ Y;`' P �";^ :"` _: ._.. 3- r 't if - I "'� -- f!. '�d :'� ?I ,,- fl... i,dkdE~vt"'a, P FLOOR - _.�.. a .. ;f, >. - P 4a, _EL,EV,_ 53.201 PROPOSED ! at - °- � ,. ! ! �4; MATCH ;;' I CONCRETE E .` 5$:1 r• -; f I,:,EX,E,r'AT 4i_, ,, ,:., :' GONG >. n E ti ExiSTI G_. F ,4 i IF „ \ ¢., r, r h' fx 1" ,:. X: L TO, EL. ,r5 56 wr._. SIDEWALt' , r c I _. _m..I. ( <, I, „a , __ s ; • : GRADE L ``\ y p \ a¢ ''¢"?. 4: tV S'" l F'i V:..F:.. Y Y i 9r1�"E! i Fa, ° !" ft 6 I ,.,r^ { .._. L' ,.;, t r� F f a" N.E. a+t'Si'.. L°- Jx?r...k` 12 Rv. i , p s '! s .:� ` , a, k __.._ __.......,..._ _._ ___._._. _ ._ .............__..._____. -'a' i,i ,�. r`. <a; g` -E ,r' 4 V. ,S,'.' E ^{:,.T i x, :'`^,"' ,,,.,'"�'. `~v'Y it F' t "....� , t I p; - �ii m n 1' a e { _.I ROPOSED`° x ell I a 6 c . , ! _ a. , '" F t`J „ .,e'_` _._., "` --_'_ _.._._ °- --- _ ,-, _ _ ,... ,,. „_ _.. .._ ,__. ...,...._ `_t°'.`S -` _ __ _._ -_. ,.-_. _.a__ __._..m„ _. __...._._._.____ ._ ROP CURB ��e \' r v x , 3a - +'Vy I f f }iA \ ', , ' \\ 4s,. `e°,' ,. '"C-S ,.,,,, _. .., _ .,...- __,_,..._., _..,..am._... _,..- __ I'.,:._ ....- ,__. °.,, 1E,._ ld r C< fCQ P e , ?, ; _. ,. ..,, . ! r - .. _. <. :, \�:`;°"°"i- , p i i; �-i`3,✓` ft n1 rN ..M'""� ,!.! 4;;, ' e k „.. , ..° 3 e i P' e ,:F; ' c� -, '.. a,. ,,. ,,. .. Z, \_!, v „°, ,: '`., , �: ; f.'' f / .q: C,' : / r a , -, r S�GMENT » ' f , e _. _ ,, T, CL..a, .,. , -..,r" �, ,." . - r , > , Y : -, , - , .. Sa , rS'' .P _ „�. , ... Q ,F. B FL H 4 -- ,.. , I. , 4A . l / F ,+:. _- t W, A, t: C�.4.'Y.„.I _, _ .. ; _ GLIR US: ,,* r ,- f .. +! 4 e E ,- w .. ., , _ ..... h x - � `, F < ,, \ 1. r , . - u .> `. ., . ... M ._ F � . < - cs .,... -EX, CRAT R LE. - , , a ...:, '� .. tit ' r „ °... ,.. ,: �, . _'�:..�.. .,: „ ATGH� r.. ti�. ^,... €.,. e z, ," ' - ', ! _ --, ..,.,; _'k4:.__.' ,. `Y -,! .`•,' �`'..y °xr E: z" „" _,. I � AT PAVEMENT ` a !cn 0! _,.. .a , - >, r, TYPE F ar p, tL s 4. SILT FENCE , ' \ .; �,\ <�r 5, E G[7RS _- w, s'" S.E. ,NV, 53.C`C3' I15" RC. J = c•)". ,.; , :.., _,,,... -i i` .l, t r' . + a� ;. , e,, Al q . ' %"� c i /d . s 0 ,`f"„ : , \, I \ ..•`, ,,� ,. ` ,." F i:`� 's" i =M. CURB t "' ` „d _ - -'= iF *,°'".g \ . e.. \ ° Aw - - °1 PROPOSED µ - ; i < . ,'- i ”. -,' , ": „ ">; i i4 ?_ w i „, ; �, f `121 `R , -J I , ,;M- i o r „` " ` lr = a PRO[OSED EX. Aal NAL_T L_, ._a ASPHALT r ` `> SILT FENCE ' �-x (�.\ `;, - LT r PAVEMENT f ,. IT v 4,- ASPHC� i I ' "' c;� 4 °� Jf(G. ,,.m ..el 'l. Y �,. cn .. J,. .,,>. t., 4_ t, Px. p 6,:+ E Y a °. ,, a 4 v MATCH ,.,, $ >. ,, PAVEMENT H ,!°;-t. 3 .I I ! `!` e , 4 .. ,,t. t, "OVV e`1 -.,1E ET4 ✓ z4+ e_, k' ,aF�' i ..3. & aF,J &Y .C3j}€ i. f ` EXISTING I,.r `.. %? =u%, i t .'� "j,.Yti- -d ," i ',`�i ✓ - -W''i r.:. t�, l'i_ P 3iv - t: CS „ C'' ? f` �,,- -;,-1 `'z,` fit"' `x i_ ii V) ,.,= 4, GRADE ,"" kk i w„ , %y,4,- Y . •t�` I,- s <�'? x ,.'ntti E ,% - 1 I ✓ ,<r._r '',. x X TYPE F PROPOSED "' _,x'�. r' "' ?, ' i i. n , ,,' ,;; .* . _ , x _ \ CURB _' k 3 1a R "' Ff ° I , , DROP CURB 4 i . t e '" _X \ TYPE F' ;, ,u, \ g 4A >` f ;: I t I G " "1 SEGMENT t3 4- I \, ,< i, *, ,..__._..,'` n L ti 3 4 1 MATCH CURB - ,; f I i 1.,+\ -. .::€ _c.t, •,1 ��:. m t� "\ MATCH C RB FL S ;r7c .1 x,3 f7 ,�. �� ,; `� "rr � f; i ` , x i�.i. ,*t: L. Y,�. U U H a , `u " 2,3R. f I ": as ` ._ °:, a v" - `,,, t` : \ s: EXISTING r -,- f r : t j P , , , I `.z , Y. 'A , : . , ? - -, ,z". �R `:r ,`ij r; ..\ \<„___.- - `AT PAVEMENT. , 7 uy,', \ A7*" -.,�,- °. ->Ja "_ >, ` r,f :S E E ,S z, __, r , ex; J �" ��e77 '' ) 1 11 tit r" i .. - „.m .' .', C a �. ..,p ,. J `,!"u B } \k .� O \\✓" - "r' ,"^. If s tol yi f Y (.^ ,._ ,, x .1 �, , , ,I : 4 -;.; ^✓ 'f "r• ..x ;__,_ _..' -_ '='"+° � i f \' rh ^ ;,' ,' ,:-l. s, ,,,- C' tiLT `• ..._ i ., �. r_..__._.__ _. -__ __..,_, _._ _ _..._ __ _, r _ ._.__.._,_____. v .:_. a `` \t , =aw'tt Rtla. , ", ,;.�, a,.f .^c "'-` ___ _..,,,.,,, ,.'x.__.�.....;. E_.,,_._3: '`"; `s % ____ __-'- I \\ a ._ _,_ _ _.,,_.. .____ _ - _ _ - N , __,_ _ ` . -�^ r G X iPsi t ° 15P,O , N 3 r R f 3 P { 4 3 an `f 'R � ° $sK 'l, "'° r , ` ' ) 4 ° ! 0 000 0 : \ Ts 1, .:.,-� ;�. i :" F ?4. RC m OF GiL r su r a r , ._. _..._M._ _ EIJ 2 ,,, 1 , . :� 3',, m. 6 T ;N& gyp i __1:111 ___.._,_..__ __.- ..r_ _. ..:.__ __ w::.:�_ - ._- -_.___ ___.__w.__..._._�W__ ___ ___ . _.._,__. - i, _,__. „ m __1.11,1. -. 1`_,,,11.1 -- _ - °"` , , ,~' ._,. _ N t ci±ilt?`Ifr1__. _ _ _.__ _ .___.__ __r..__.,_, __.__,_. _. ° -__ _,____ -. "c3LY"'co fa. ... _.-" _. ,_. ___._ .,_',-_.., _. -, _ _,. ,__ _ _,_.. 1.111 ..._ ._. _ ,__ 1111. 4 y.. `,..- r ,_� 111,1 _._. ,.__. - _111_1 .. __... _ __. -._ _.__ _. - SL. . i ,. .. _ ,... . 1,111. _ ,,.., -._ _ - _..�- .,..__ '- - " ,S'. \ �,�._.._._. _._.._.._....__..._.__ ,_. «11_1,1._.___ _ ..�. -,__ _..__ 1111.. _., ,_ __ _ ••___. _ u ° .. '+v' .,.. , .„„_ .�.„w...._._._. ............... _1_111, . °1_111._ - aid :,.. ....,.......,_. ` ___1111... _ ,.,......_..._.__.. _ _,_.._ _....,._.__.. �...,_.. !'=" -- Y 1, „ ~, , X -� ,, I -1) l ., r ' 4 , ,,, >, r, " .. wJ x _a :. _ a = Vc a" C>f SEWER MANHOLE-- ,, ',`., xr r.'w SILT FENCE w n ,X I?, ^` , , RIM!, s , ;:'7,56` \ 'TOP EL,- 57.54' MATCH MATCH `,. THROAT %_,= 56.41` I EX, SP,HAL.T PROPOSED DETECTABLE WARNING SURFACE ,, THR AT e -L - 6 1' I EXISTING EXISTING CONCRETE PER FLORIDA BUILDING CODE CURB CURB SIDEWALK SECTION 11 -4.29 EX. CURB INLE_.I_ I 'C_ ?P EL,- 56,3R3`ry I I S ## f OA # !!a:L'§E �g�L i 4 , \ I ; r ' _`k` \ � BOTTOM EL.,= :x2,43' ii ^d •, ' , ^,,�' (UNABLE TO ACCESS INLL T E Eli ?'.0 E iLET .' .1f c ______- ._,.___ _.___.,- .,._._4— -_____ O P!PEOAT ) ___1.1.11.__,_, ' CONC MEDIA N __._e ,T:- ',Y✓E:GI;"i!?`�I 13'"«k ^1e } "..\1 ,_..- ,.- °11,_1_,1., - 1 C E O A _ ` ..._,�......., -- 1__11_.1_ .11_1_1,. ` `� - ____ .....°___,,.._.. -. .,_. °......,,_., ..._._.._....._-... e,._.....,.....,, _,___._.___..,.___.......°.____ 11,11_- 11___.1__1 "- __,..-.., ..,.____,......_.__._,_,.,_..,, _..v.__._. ,..,_.,.°..,.,._ ___... _.- ____....__....._,.. __„„_.__. --- __1,111. -^ 1111.. 1_1,11. -..__: _.,,_,.,,._ .....,,.__.__,__.. .11_11_.. ._._-. ............ __._ __- 1,11,1._. __ - ___.,°,._.__...._ ! . �FI f,ry x`. F 11_11_ _11_--11 _ ..... ............... _____..._.._.....__...I,.. 11_11_. .__,,..,._...... 11_11_._.,_,___ .-_._ ,,. u„,_.. _11_11..__._ 1_,111.,_. .,,.'_____ :...__.___.__ -, ___ 11_1_1_. __..__. ._.r. _,- ___.._._. _�,,.,_.__. ..�._._ _1111.___ .......,. .__ - .____,_ °..__ _......_._... � � I 11.11_ _._ ._._.. _ ___....._.._._ ... ___,... _, __1111_.__.._ " .- 111_1_. -, ._,.,__,__.___._- r CONC , MEDIAN' EX, ASPHALT _- .1.111 _ >° . ° -_ __,„.., „1111 --- BENCH MAM __..._ _11__"1 ;350 ° I_F±D BAIT E_I_, =57, x' NAVD 1988 f EX, ASPHALT I!, 1201 :A i z k 9 1; ! • 1. ALL POINTS AND MONUMENTS SHALL BE SURVEYED UPON MOBILIZATION TO VERIFY TPF2� ACCURACY. ANY DISCREPANCIES DISCOVERED BROUGHT TO THE ATTENTION OF ENGINEER IN WRITING PRIOR TO CONSTRUCTION. 2. MONUMENTS AND OTHER SURVEY CONTROL POINTS SHALL BE PROTECTED FROM DAMAGE AND DISTURBANCE. i '• POINTS DAMAGED OR DISTURBED, IT SHALL BE RESPONSIBILITY OF • #- TO NOTIFY THE ENGINEER AND REPLACE THE CONTROL POINTS TO THEIR ORIGINAL CONDITION AT HIS OWN EXPENSE. 3. ON-SITE FILL IS NOT ANTICIPATED FOR THE CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL PERFORM THEIR OWN CALCULATION OF FILL MATERIAL NEEDED AND CONDUCT STUDIES, TESTS AND SURVEYS AS DEEMED NECESSARY TO MAKE THEIR OWN DETERMINATION AS TO THE ACTUAL VOLUME OF FILL MATERIAL NEEDED PRIOR TO BIDDING THE WORK. 4. DEWATERING IS NOT , r FOR THE CONSTRUCTION # PROJECT. THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING THIS INFORMATION AND SHALL CONDUCT STUDIES, AND SURVEYS DEEMED NECESSARY TO THEIR OWN DETERMINATION A TO THE ACTUAL DEPTH OF R r • #` TO BIDDING •• U . NLESS SPECIFIED OTHERWISE. ALL CURB RAMPS SHALL BE CONSTRUCTED AND TEXTURED PER -i -r r • r- • : r r# FDOT INDEX # 304. • r,; i i r 'r IL, # ARE SPECIFIED HEREON. 7. THE SOIL -# i AND SEDIMENT CONTROL DEVISES SHALL BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT CONSTRUCTION PERMANENTLY STABILIZED. 8. ANY OFF SITE DISTURBANCE SHALL BE RESTORED TO THE PRE OR CONDITION. SECTION 9. THE GENERAL CONTRACTOR SHALL PROVIDE A SUITABLE ON-SITE WASH DOWN AND CONCRETE DISPOSAL AREA. DISPOSAL OF CONCRETE SLURRY DIRECTLY OR INDIRECTLY INTO THE COUNTY SEPARATE STORM SEWER SYSTEM OR ONTO A COUNTY RIGHT-OF-WAY IS A VIOLATION OF OF THE PINELLAS COUNTY _ • DEVELOPMENT #• # • OF PINELLAS COUNTY #r E AUTHORIZES PENALTIES OF s $10,00000 FOR EACH OFFENSE. PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT _ OVERLAY _, - 11- 't z, � _C °K e a e ® m a ' m PROPOSED _._c.. _1111_ ._ , ,.,_,.. �._ a.- ,y» CONCRETE �; �. �, + - ._._, _. _111_1 .._. ” -- ,� , a , ' PAVEMENT/PAD/ __ _11_11. � � , �. , a ;, �'... -, .L 'R ,�',, '<'a ",, *_$ , - ;, ,,L. ®® SIDEWALK • ♦ - : #a- - #' Y -l• le 1-� Mfrs U 2 O , r <= zo— 0 Id1 m W m m .. Z! w 0 iU » Q � i^ m ® z E y z � m x uj co o o CL � W w � = o- I IL �'i I CD CD i i {f 2 ��l ui i. z : r I IL �'i i i 1 Z < o 06 o j� O • � : -t LL ri i t 117% I i < #i U— i 0 'i 0 �_ U- uj • ", i i uj uj a: L'i :2 . s# 0 CL {f ®1: "IL °G"t -AbKJ `MAII KIHL ATTACHING TWO SILT FENCE SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE MESH — El APPROXIMATELY 8 INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO A SECOND FENCE TRENCH AND BE ' — INSIDE THE END ANCHORED WITH POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL WOOD OR ROTATE BOTH POSTS STEEL POST AT LEAST 180 DEGREES IN RUNOFF A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL MATH THE FABRIC MATERIAL 10 INCHES `� �O/'� /�° DIRECTION OF RUNOFF WATERS (MIN) APPROXIMATE DRIVE BOTH POSTS 4 -INCH BY 4 -INCH ABOUT 10 INCHES TRENCH ° n ND AND BUR LAP BURY INSTALLING ILT ER FABRIC SILT CITY INDEX NO. 607; 1 OF 3 N.T.S. Gravel Filler 2 "x3" Perferred Sill - Fiberious Filler Material ,— Building Block or Drilled 2 "x6" r-- 2 "x4" Timber TEMPORARY TRAP CURB INLET C17Y INDEX ! 0 OF I1 Sheet Flov (Perspe M 0 4. Backfill And Compact The Excavated Soil i Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) INSTALLING 1 FILTER FABRIC CITY INDEX NO. .0 :.a�ilatiT� ►llrl.[!3�ll�i�ll:�� t�il�.`l.11Y�l:�`lll:i PONDING HT, FILTER FABRIC STEEL OR ATTACH SECURELY WOOD POST TO UPSTREAM 36" HIGH MAX. SIDE OF POST RUNOFF I- 12" MIN. 9" MAX. (RECOMMENDED) STORAGE HT. 12" MIN. 17lPI71ftil7:i� FABRIC INSTALLING A FILTER CITY INDEX NO. 607; 3 OF 3 N.T.S. ,VEL 0 1. Excavate the Trench Bales Must Be Tightly Abutting With No Gaps 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER CITY INDEX NO. 612; 1 OF 1 N.T.S. l r 9 . C ( ° �(C COPYRIGHT 2011 THIS DRAWING IS THE PRP? �t{�"Y O� �I ,�1 C 1�7T�{� GINEEf' M G, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS PWAW £3 B �PRODUCED•PU$LI H ALTERED OR USED ..... RIZATION FRON� HIGH POI YNGINEERING INC IN ANY WAY WITHOUT WRk r" No. 68626 6,tp 58626 �BRE1uYCrGRAJAL�S � - °`! 112 FOR ADDITIONAL STRENGTH FILTER FABRIC MATERIAL CAN BE ATTACHED TO MESH WIRE SCREEN WHICH HAa ` 3 ♦ l ! " ! "IL °G"t -AbKJ `MAII KIHL ATTACHING TWO SILT FENCE SECURELY FASTENED TO THE POSTS OR IF USED THE WIRE MESH — El APPROXIMATELY 8 INCHES OF FILTER PLACE THE END FABRIC MATERIAL POST OF THE MUST EXTEND INTO A SECOND FENCE TRENCH AND BE ' — INSIDE THE END ANCHORED WITH POST OF THE COMPACTED FIRST FENCE BACKFILL MATERIAL WOOD OR ROTATE BOTH POSTS STEEL POST AT LEAST 180 DEGREES IN RUNOFF A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL MATH THE FABRIC MATERIAL 10 INCHES `� �O/'� /�° DIRECTION OF RUNOFF WATERS (MIN) APPROXIMATE DRIVE BOTH POSTS 4 -INCH BY 4 -INCH ABOUT 10 INCHES TRENCH ° n ND AND BUR LAP BURY INSTALLING ILT ER FABRIC SILT CITY INDEX NO. 607; 1 OF 3 N.T.S. Gravel Filler 2 "x3" Perferred Sill - Fiberious Filler Material ,— Building Block or Drilled 2 "x6" r-- 2 "x4" Timber TEMPORARY TRAP CURB INLET C17Y INDEX ! 0 OF I1 Sheet Flov (Perspe M 0 4. Backfill And Compact The Excavated Soil i Points A Should Be Higher Than Point B Drainage Installation (Front Elevation) INSTALLING 1 FILTER FABRIC CITY INDEX NO. .0 :.a�ilatiT� ►llrl.[!3�ll�i�ll:�� t�il�.`l.11Y�l:�`lll:i PONDING HT, FILTER FABRIC STEEL OR ATTACH SECURELY WOOD POST TO UPSTREAM 36" HIGH MAX. SIDE OF POST RUNOFF I- 12" MIN. 9" MAX. (RECOMMENDED) STORAGE HT. 12" MIN. 17lPI71ftil7:i� FABRIC INSTALLING A FILTER CITY INDEX NO. 607; 3 OF 3 N.T.S. ,VEL 0 1. Excavate the Trench Bales Must Be Tightly Abutting With No Gaps 3. Backfill and Compact the Excavated Soil TEMPORARY STRAWBALE SEDIMENT BARRIER CITY INDEX NO. 612; 1 OF 1 N.T.S. l r 9 . C ( ° �(C COPYRIGHT 2011 THIS DRAWING IS THE PRP? �t{�"Y O� �I ,�1 C 1�7T�{� GINEEf' M G, INC. UNDER NO SHEET: CIRCUNSTANCES MAY THIS PWAW £3 B �PRODUCED•PU$LI H ALTERED OR USED ..... RIZATION FRON� HIGH POI YNGINEERING INC IN ANY WAY WITHOUT WRk r" No. 68626 6,tp 58626 �BRE1uYCrGRAJAL�S � - °`! 112 rG X :I • ►. ;. : r rM TYPICAL TREE CANAPY BASED ON ONE FOOT A DIAMETER PER ONE INCH INSTALL 4.0' H. Ull ,"IT 6' f9J8D1V150, 1 I DIAMETER TRUNK. Ex. cuRe INLET � �� DECORATIVE FENCE R/A4 EL' = 58.74 I'' - EX.. PatE LL?l ,, LANDSCAPED ON THE S. INV. EL. = 56.6'7 �`� � MOM, LO.0 -� EXTERNAL SIDE - A� IAIV EL. = 56.5 3 w f ! TO B E LOT / 7 1. W /NV EL. = 56.50 r i CON SI 12.0± L.F. _ 15 d E /All/ EL - 56 46 ' REMOVED R @ 0 83of 4 PREVENTION L _ - 7 _ _ _ �' I I.A. NATURE OF CONSTRUCTION ACTIVITY: �G INA ��tsici' �dT+�`b' �a� gi?� _� rF <•ir '�C 18., G � � �' �� 2301_ i(.� EX. C `TSmrR S WHICH INCLUDES THE 24' DRIVE WITH 9' X 19' PARKING STALLS AND STORMWATER S -1 M __ __ A rG X :I • ►. ;. : r rM TYPICAL TREE CANAPY BASED ON ONE FOOT A DIAMETER PER ONE INCH INSTALL 4.0' H. Ull ,"IT 6' f9J8D1V150, 1 I DIAMETER TRUNK. Ex. cuRe INLET � �� DECORATIVE FENCE R/A4 EL' = 58.74 I'' - EX.. PatE LL?l ,, LANDSCAPED ON THE S. INV. EL. = 56.6'7 �`� � MOM, LO.0 -� EXTERNAL SIDE - A� IAIV EL. = 56.5 3 w f ! TO B E LOT / 7 1. W /NV EL. = 56.50 r i CON SI 12.0± L.F. _ 15 d E /All/ EL - 56 46 ' REMOVED R @ 0 83of 4 PREVENTION L _ - 7 _ _ _ �' I I.A. NATURE OF CONSTRUCTION ACTIVITY: �G INA ��tsici' �dT+�`b' �a� gi?� _� rF <•ir '�C 18., G � � �' �� 2301_ i(.� EX. C `TSmrR S WHICH INCLUDES THE 24' DRIVE WITH 9' X 19' PARKING STALLS AND STORMWATER S -1 m _ 24 �� I �6" I IN" - t � L �'/I /�V�1�E ��I.�� .?T __ __ � ��:� _ _ _ __ _ ALONG � � �- E. & W.� EX. ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS AND CONC, CURB TO BE REMOVED ,�' DENOTES STAKED SILT SCREEN FENCE CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THE FOLLOWING SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES SHALL BE THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, THE CONTRACTOR FOLLOWED UNLESS THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP, OR BETTER AT CONTROLLING EROSION AND SEDIMENT AND IS APPROVED BY THE 25.0 ENGINEER. THE DETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY 2.A.2. STRUCTURAL PRACTICES: SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE S & I \/ENTu RES, LLC FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION I �rm 20 10 0 20 SCALE IN FEET 20 < 3 EROSION SEDIMENT CONTROL NOTES 1. ALL EXISTING STORM WATER INLETS MUST BE PROTECTED WITH HAY BALES OR SILT FENCES. 2. A GRAVEL CONSTRUCTION ENTRANCE MUST BE ESTABLISHED FOR EVERY POINT OF ACCESS BY CONSTRUCTION VEHICLES. •• • • LEGEND PREVENTION L EXISTING GRADES PHASE III - STORMWATER MANAGEMENT SYSTEM CONSTRUCTION I.A. NATURE OF CONSTRUCTION ACTIVITY: �G PROPOSED TOP OF CURB WHERE RUNOFF MAY LEAVE THE PROJECT SITE. PROPOSED PAVEMENT GRADE h°'� 4a WHICH INCLUDES THE 24' DRIVE WITH 9' X 19' PARKING STALLS AND STORMWATER S -1 DENOTES STORM STRUCTURE ° ° r DENOTES LIMITS OF PAVEMENT, CONC. PERMANENT - SOD PROPOSED AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS. ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS AND CONC, CURB TO BE REMOVED 0 n DENOTES STAKED SILT SCREEN FENCE NOTES FOR M.O.T. IN RIGHT OF WAY 1. REFER TO THE F.D.O.T. ROADWAY STANDARDS MANUAL INDEX No. 600 AND 605 AND THE CITY OF CLEARWATER'S STANDARDS AND SPECIFICATIONS FOR MAINTENANCE OF TRAFFIC FOR WORK TO BE DONE IN PEGASUS AVENUE. 2. CLOSURE OF THE LANE ON PEGASUS AVENUE MUST NOT OCCUR DURING THE PEAK HOUR PERIODS, (I.E., 7:00 A.M. - 9:00 A.M. AND 4:00 P.M - 5:00 P.M.). ALL TRAVEL LANES MUST BE FULLY RESTORED FOR THE USE OF VEHICULAR TRAFFIC AT LEAST 30 MINUTES IN ADVANCE OF THE BEGINNING OF THESE PEAK PERIODS. A 1. DUMPSTER ENCLOSURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CLEARWATER DEVELOPMENT STANDARDS. 2, EXTERIOR OF DUMPSTER ENCLOSURE SHALL MATCH THAT OF THE EXISTING MCDONALD'S RESTURANT. CONSTRUCTION E 1. CONTRACTOR SHALL FIELD VERIFY LOCATION AND ELEVATION OF EXISTING SANITARY SEWER, WATER MAIN, AND STORM SEWER PRIOR TO CONSTRUCTION OF SERVICE CONNECTIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROM THE DEPICTED DATA. 2. ADDITIONAL UNDERGROUND FACILITIES MAY EXIST ON THIS PROPERTY WHICH ARE NOT SHOWN ON THE BOUNDARY /TOPOGRAPHIC SURVEY AND NOT DEPICTED ON THIS PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE EXISTING FACILITIES AND EITHER PROTECT THEM FROM DAMAGE (IF TO REMAIN) OR ABANDON/ REPLACE AS APPROPRIATE. 3. UNLESS OTHERWISE NOTED, ALL EXISTING GRADES AT THE PROPERTY LINES ARE TO. REMAIN UNCHANGED. 4. ALL PAVEMENT MARKINGS AND SIGNAGE WILL BE INSTALLED IN CONFORMANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS DATED JANUARY 2006 OR CURRENT EDITION AND THE MUTCD MANUAL. 5, SOD TO BE PLACED AT BACK OF ALL CURB, PAVEMENT EDGES, AND SWALES UNLESS OTHERWISE NOTED ON LANDSCAPE PLAN. 6. ALL RIGHT -OF -WAY INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCE IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL. 7. SIGNS AND BARRICADES TO BE ACCORDING TO F.D.O.T. MANUAL OF SAFE PRACTICES; REFERENCE F.D.O.T. INDEXES 600 THRU 650, 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE (3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO THE NEAREST JOINT. 10. PLACE EXPANSION JOINT WHERE 4" AND 6 " CONCRETE ABUT. 11. SAW CUT EXISTING EDGE -OF- PAVEMENT PRIOR TO CURB REMOVAL. 12. PLACE EXPANSION JOINTS BETWEEN BACK OF CURB AND CONCRETE DRIVEWAY. 13. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T -99 (100 %). 14. DISTURBED AREA WITHIN THE RIGHT -OF -WAY WILL BE COMPACTED TO OF MAXIMUM DENSITY AND SODDED. 15. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY ACT (FLORIDA STATUTES, SECTION 553.60 ET. SEQ.) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650, SUBPART B) WHICH SHALL COMPLY TO CONSTRUCTION, OPERATION, AND MAINTENANCE PURSUANT TO THIS PERMIT. 16. NO STOCKPILING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT AND DEBRIS WILL BE REMOVED FROM JOB SITE DAILY. ROADS AND SIDEWALK TO BE SWEPT DAILY AS PART OF DAILY CLEAN -UP. STORMWATER POLLUTION PREVENTION L 1.Q SITE MCEIIP, N PHASE III - STORMWATER MANAGEMENT SYSTEM CONSTRUCTION I.A. NATURE OF CONSTRUCTION ACTIVITY: INSTALL ROCK BAGS AND SILT FENCE AT THOSE STRUCTURES (STORMWATER) PROJECT WHERE RUNOFF MAY LEAVE THE PROJECT SITE. THE SUBJECT PROJECT INVOLVES THE CONSTRUCTION OF A 19 SPACE PARKING LOT WHICH INCLUDES THE 24' DRIVE WITH 9' X 19' PARKING STALLS AND STORMWATER 2.A.1: STABILIZATION PRACTICES: MANAGEMENT SYSTEM. THE PURPOSE OF THIS PROJECT IS TO PROVIDE ADDITIONAL Y PARKING FOR A EXISTING McDONALD'S RESTAURANT. PERMANENT - SOD PROPOSED AREAS IN ACCORDANCE WITH CONSTRUCTION PLANS. ALL STABILIZATION PRACTICES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS I.B. SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITY: OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THE FOLLOWING SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES SHALL BE THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED, THE CONTRACTOR FOLLOWED UNLESS THE CONTRACTOR CAN PROPOSE AN ALTERNATIVE THAT IS EQUAL IS ALSO RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP, OR BETTER AT CONTROLLING EROSION AND SEDIMENT AND IS APPROVED BY THE ENGINEER. THE DETAILED SEQUENCE FOR THE ENTIRE PROJECT CAN VARY 2.A.2. STRUCTURAL PRACTICES: SIGNIFICANTLY FROM CONTRACTOR TO CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE S & I \/ENTu RES, LLC FOR PROVIDING A DETAILED SEQUENCE OF CONSTRUCTION FOR ALL CONSTRUCTION TEMPORARY - SILT FENCE IN ACCORDANCE WITH CITY OF CLEARWATER STANDARDS AND F.D.O.T. INDEX N0, 102. ACTIVITIES !N F.D.O.T. INDEX N0. 102, 103, & 104 AND THE CITY OF CLEARWATER. STRAW BALES IN ACCORDANCE WITH CITY OF CLEARWATER'S STANDARDS AND F,D.O.T. INDEX N0, 102. ROCK BAGS PROPOSED PARKING LOT IN ACCORDANCE WITH CITY OF CLEARWATER'S STANDARDS AND F.D.O.T, INDEX NO, 102. INLET PROTECTION IN ADDED PER CITY OF ERG COMMENTS (8/31/06), ACCORDANCE WITH CITY OF CLEARWATER'S STANDARDS AND F.D.O.T. INDEX NO. 102. THE CONTRACTOR IS ALSO A. DEMOLITION OF EXISTING SITE WITH CLEARING AND GRUBBING RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. B. EXCAVATION AND FILLING OF SITE C. STORMWATER MANAGEMENT SYSTEM 2.8. STORMWATER MANAGEMENT: D. PARKING LOT CONSTRUCTION ,}.f �.p ! # 1.C. AREA ESTIMATES: TOTAL PROJECT AREA = 0.40 AC EXISTING STORMWATER FLOWS SHALL BE MAINTAINED DURING AND AFTER CONSTRUCTION. TOTAL AREA TO BE DISTURBED = 0.40 AC. ° 2.G. OTHER CONTROLS: 1.D, RUNOFF DATA: 2.C.1. WASTE DISPOSAL RUNOFF COEFFICIENT: 2.C.2. OFFSITE VEHICLE TRACKING BEFORE: "C" 0.75 2.C.3. STATE AND LOCAL REGULATIONS FOR WASTE DISPOSAL, SANITARY SEWER, OR AFTER: "C" 0.67 SEPTIC TANK REGULATIONS. SOIL DATA: SOIL BORINGS OBTAINED BY THE CLIENT INDICATED THAT IN GENERAL, THE SOILS WITHIN THE PROJECT LIMITS CONSIST OF ASTATULA FINE SANDS, FOR ITEMS ABOVE: THE CONTRACTOR IS SOLELY RESPONSIBLE FOR DOCUMENTING THIS PAVING, GRADING, AND PORTION OF THE SWPPP. QRAINAGE AREAS 2.C.4. FERTILIZERS AND PESTICIDES: 1.E. SITE MAP FERTILIZER WILL BE APPLIED ACCORDING TO APPLICABLE SUBSECTIONS OF EITHER SECTION 'OMM NT 1 1 07 570 OR 577 OF THE FDOT STANDARD SPECIFICATIONS. THE CONTRACTOR IS SOLELY THE PROJECT PLAN SHEETS WILL SERVE AS THE SITE MAPS FOR THE SWPPP. THE RESPONSIBLE FOR DOCUMENTING THIS PORTION OF THE SWPPP. TYPICAL SECTIONS AND DETAILS, IN CONJUNCTION WITH THE CROSS SECTIONS WILL 2.D.4. APPROVED STATE AND LOCAL PLANS AND PERMITS: DEPICT THE CONSTRUCTION ACTIVITIES. PERMITS REQUIRED: DRAINAGE PATTERNS - EXISTING DRAINAGE PATTERNS WILL BE MAINTAINED DURING 1) SWFWMD PERMIT AND AFTER CONSTRUCTION IMPROVEMENTS. UPON COMPLETION OF THE STORMWATER 2) CITY OF CLEARWATER R/W USE PERMIT SYSTEM, A MAJORITY OF THE SITE WILL BE DIRECTED TO DETENTION PONDS. (SEE PAVING, GRADING, AND DRAINAGE PLAN). SLOPES - THE SLOPES OF THE PROJECT CAN BE FOUND IN THE TYPICAL SECTIONS 3.0 MAINTENANCE AND DETAILS. ITEM MAINTENANCE REPLACEMENT INTERVAL V M FC DID BY: D.E.C. DATE 05/06 PROJECT SHEET DESCRIPTION Y DA DESCRIPTION 405 & 409 S. PEGASUS AVE. ADDED PER CITY CONSULTING CIVIL ENGINEERS S & I \/ENTu RES, LLC DSGN BY: K.L.K. DATE 05/06 - °• 1 �' s`��'; PROPOSED PARKING LOT ADDED PER CITY OF ERG COMMENTS (8/31/06), CERTIFICATE AUTHORIZATION #00002168 P.O. BOX 8589 CHKD BY: P.J.S. DATE 05/06` ,}.f �.p ! # JOJOB NQ. �MPSTER DETAIL SUBMITTAL ENGINEERING PLANNING LAND SURVEYS CLEARWATER, FL 33758 r ' 4��, PAVING, GRADING, AND ADDED PER CITY OF 'OMM NT 1 1 07 2 3 ENTERPRISE ROAD CLEARWATER (727} 797 --8982 PHONE: (727) 461 -3432 DRAINAGE PLAN uu7g;p CLEARWATER, FLORIDA 33763 -®1790 TAMPA (813) 223 --4333 PANKAJ FLORIDA S '� ., ";p. *'` #21°180 REa'9TE WEER __._.- __M.___._ --------- .___ -- %' ... \dgn \L1 _PLANT ING_PLAN.dgn 1 HARDWOODS DRIP LINE AF�4bWj0.V /1♦T�Ar 1PW1j&1 InErfmc- III s; r� UO 4i'CI-iC 0T fHL CU,41SE 91 C' V E?' m=l.ANINING DIREC'101Z RENDEE x d t en La CrF, LANDSCAPE iENM EW REQUIRED RI 9 9 6IO I ND ALL LANDSCAJ"ING TO BE PROTECTED FROM [flULAR OR PEDESTRIAN TRAFFIC BY A KNIMIUM SIX INCH H!OH CURBING AND WHEEL STOPS �♦�Ytrl'7�• � • pflor to CO insp tion, MI 0 e i TREES TREE REPLACEMENT CHART EXISTING SYMBOL i i i REMAIN TO • -i TOTAL i' OR REPLACED QUANTITY DS D: p CHERRY 0" 22" 22" O OAK 62" r � A MAGNOLIA 17" 16" s o 4 9" 9" ® � a ® �„ ,.• -^ ^ -- ,� IXIST. DEAD TREE IX lxora -Red TO BE REMOVED India Hawthorne r® VO Walter Viburnum ® (DOES NOT COUNT FOR REPLACEMENT) x t °3 130.00' r r ► f.... 16",24- ! i L7RAINAGE EASEMENT r t `t 16" 1 ► rr x. ` I TREES TREE REPLACEMENT CHART EXISTING SYMBOL i i i REMAIN TO • -i TOTAL i' OR REPLACED QUANTITY DS D: p CHERRY 0" 22" 22" O OAK 62" 0" 64" A MAGNOLIA 17" 16" 33" 0 CITRUS 0" 9" 9" TOTAL INCHES OF DBH TO BE REPLACED 47" 13 .. ► ` 9" ` ® n PROPOSED TREES Ali...• 11• : • • •_ - 1i 0=1 common Name Botanical Name ISpecification & Palms 7 QV Live Oak 1 B .a r . Winged Elm 3 LI pp U 4 tv Total trees planted on site Shrubs 13 IX lxora -Red RI India Hawthorne 146 VO Walter Viburnum Ali...• 11• : • • •_ - 1i 0=1 common Name Botanical Name ISpecification & Palms 7 QV Live Oak 1 B UA Winged Elm 3 LI Grape Myrtle 14 Total trees planted on site Shrubs 13 IX lxora -Red RI India Hawthorne 146 VO Walter Viburnum • Standards Iroundcover 1 Vines 198 LMV Purple Trailing Lantana LANTANA montevidensis 6" ht, x 18" spr., 1 gallon, 24" o.c. 292 AR Ornamental Peanut ARACHIS 4" Pots, 24" o.c. (CONTRACTOR ISOD PROVIDING STE N OTA P H R M SUFFICIENT QUANTITIES FOR COMPLETE 7 2036 SF St. Augustine 'Floratam" Secundatum INSTALLATION. ACTUAL AMOUNTS-MAY VARY FROM AMOUNTS INDICATED. (CONTRACTOR IS RESPONSIBLE FOR PROVIDING 2032 SF Bahia SUFFICIENT QUANTITIES FOR COMPLETE INSTALLATION. ACTUAL AMOUNTS MAY VARY FROM AMOUNTS INDICATED. �Miscellaneous Plant Materials And Site r! i 33 C C P Pine Bark Mulch 1 B Bags P Pre - Emergent Herbicide �Miscellaneous Plant Materials And Site r! i 33 C C P Pine Bark Mulch 1 B Bags P Pre - Emergent Herbicide ! : r r ! # -♦ IgLek- 'N r -♦ - r♦ r• -! r r r- ! -♦ ! - # . .- it.SITE CLEARING AND TREE REMOVAL ARE NOT TU SCCUR PRIOR TO APPROVAL AND lg�.�E ! ! r ! !r ! i r :! ! ! CONTRACTOR IS RESPONSIBLE FOR PROVIDING SUFFICIENT QUANTITIES FOR COMPLETE INSTALLATION. ACTUAL AMOUNTS NAY VARY rpm""" L AN 001' 1 N G FROM AMOUNTS INDICATED. EA 50 lb. bag L AN 50 lb. bag Cubic Yards , i i 0 M < �', , 0 i 1 0 , .+ • LL • rt .. LO ! '. SEAL Kill 97. 01 Date: APRIL ;. 2006 i .. o • No. Date: Dnqnintow: Job No. L 1 Of 3 Sheets Job No. L 1 Of 3 Sheets Terra Tectonics design group, Inc. 813 258 -4504 TAMPA, FLORIDA Irrigation CONTROLLER: 0 ZONZ "A"A SPRAY SPRINKLERS: HUNTER SERIES PS— SPRINKLERS. REFER TO NOZZLE SELECTION CHART AS A GUIDE FOR PROPER NOZZLE PATTERN PER FIELD REQUIREMENTS. NOZZLE SELECTIONS SHOWN ON PLANS ARE TO BE USED AS A GUIDE ONLY. INSTALL BODY TYPES AS FOLLOWS: GV 1 12® BALL VALVE SHUTOFF, IN 6" VALVE BOX _ _ _ ® _ — — INDICATES PVC SCH 40 SLEEVE SIZED TWO PIPE SIZES LARGER (INSIDE DIAMETER) THAN LATERAL LINE "WET PIPE" INDICATED ON PLAN. PVC 0 PVC MAINLINE— (LOCATE PAVEMENT EXCEPT IN SLEEVES,AS SHOWN ON PLAN) INDICATES PVC LATERAL LINE: CLASS 200 = 314' LINE OR SMALLER CLASS 160 = 1 "+ LINE IRRIGATION CONTRACTOR SHALL SIZE PIPE • D OF D GPM AT ALL HEADS MATCH MANUFACTURERS DESIGN SPECIFICATIONS i FOR O PLANS DETERMINED BY HEAD TYPE ON CHART. \dgn \L2_IRRIGATION _PLANAgn 11/19!2007 01:17:05 PM 5 4 1 D.. NOZZLE SELECTION CHART FOR SPRINKLERS LINE FLUSHING VALVE SHRUB SPRAYS & BUBBLER HEADS PLUMBED TO PVC DRIPLINE START SYMBOL SPEC.# PSI GPM RADIUS PATTERN A 15' -F 30 4 15' FULL B 15'-270 30 3 15' THREE QUARTER C 15' -270 30 2.6 15' TWO THIRD D 15' -H 30 2 15' HALF E 15' -120 30 1.4 15' ONE THIRD F 15' -Q 30 1 15' QUARTER G 4' -EST 30 0.6 4'x 15' END STRIP H 4' -CST 30 12 4'x 30' CENTER STRIP I 9' -SST 30 1.2 Tx 18' SIDE STRIP J 4' -SST 30 1.45 4'x 30' SIDE STRIP K 12' -F 30 2.1 12' FULL L 12' -270 30 1.5 12' THREE QUARTER M 12' -240 30 1.3 12' TWO THIRD N 12' -H 30 1.1 12' HALF O 12' -120 30 0.9 12' ONE THIRD P 12' -Q 30 0.8 12' QUARTER Q SB -360 30 0.62 2' FULL STREAM BUBBLER R SB -180 30 0.32 2' HALF STREAM BUBBLER S SB -90 30 0.25 2.5' QTR. STREAM BUBBLER TURF ROTORS AA PGP - ADJ -LA -7 40 3.1 32' ADJ. FULL BB PGP - ADJ -LA -8 40 3.9 34' ADJ. FULL cc PGP - ADJ -LA -9 40 4.9 43' ADJ. FULL DD 1 -25 -ADS -4 40 3.8 40' ADJ. FULL EE 1 -25 -ADS -7 40 7 47' ADJ, FULL FF 1 -25 -ADS -8 40 7.7 47' ADJ. FULL GG 1- 40- ADS-40 50 7 45' ADJ. FULL HH 1-40- ADS -41 50 8 46' ADJ. FULL 11 1- 40- ADS-43 50 14 58' ADJ. FULL JJ 1 -60 -ADS -7 40 6.5 50' ADJ. FULL KK 1 -60- ADS -13 40 10 56' ADJ. FULL LL 1 -60- ADS -16 40 15 59' ADJ. FULL AIRIVACUUM RELIEF VALVE (PLUMBED TO DRIPLINE ONEAT EACH HIGH POINT) CONVENTIONAL SPACING (15' SPACING) ON TOP 213 OF SLOPE I USE WHEN SLOPES EXCEED 3% IN DIRECTION OF FLOW CONVENTIONAL. SPACING (15' SPACING) PLUS 25% ON BOTTOM 113 OF SLOPE DRIPUNE START CONNECTION MALEADAPTER PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE REMOTE CONTROL VALVE WITH PRY SUPPLYMANIFOL.D - SEE MANIFOLD TABLE FOR PIPE S1ZE REMOTE CONTROL VALVE WITH PRV LINE FLUSHING VALVE PVC EXHAUST MANIFOLD SEE MANIFOLDTABLE FOR PIPE SIZE DRIPUNE TORO DL2000 RCP -412 LATERAL TUBING, 15- SPACING IN•UNE, PVC SPRING CHECK VALVE TO CONTROL LOW -HEAD DRAINAGE, SIZE VALVE PER MANIFOLD LINE SIZE PLACE VALVEAT EVERY 10' OF ELEVATION RISE. CHECK VALVE MODEL: FLO CONTROL, INC. DRIPLINE TORO DL2000 RGP-412 LATERALTUSING, 15' SPACING ALIGN DR[PLINE LATERALS PARALLEL TO THE CONTOURS OFTHESLOPE RGP -412 TUBING TO BE BURIED A MINIMUM OF 4' BELOW GRADE. SLOPE LAYOUT ME -LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER EXHAUST MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DL2000 TEE fir-- DRIPLINE TORO DL2000 - RGP-412 LATERALTUBING, IV SPACING AIRA%CUUM RELIEF VALVE (PLUMB =D TO DRIPLINE ONEAT EACH HIGH POINT) RGP -412 TUBING TO BE BURIEDA MINIMUM OF 4' BELOW GRADE. ■■ W.11 02.11 Oki 61 ■. LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER TORO DL2000 LATERAL TUBING, 15' SPACING DRIPLINE START CONNECTION MALEADAPTER • EXHAUST MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DL2000 TEE • BLANK TUBING CENTERED ON MOUND OR BERM - AIRNACUUM RELIEF VALVEATALL HIGH POINTS - SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE RGP -412 TUBING TO BE BURIED A MINIMUM OF 4' BELOW GRADE. ■ i I 0 1 i 1 ■ (. I i 11rip Irrigation Details REMOTE CONTROL VALVE WITH PRV PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE DRIPLINE START CONNECTION MALE ADAPTER TORO DL2000 AREA PERIMETER --- AIRNACUUM RELIEF VALVE MINIMUM OF 4" BELOW GRADE. BLANK DRIPUNE TUBING (CENTERED ON MOUND OR BERM) PVC EXHAUST MANIFOLD SEE MANIFOLD TABLE -FOR PIPE SIZE -.-- PERIMETER LATERALS 2' TO 4' FROM EDGE PLUMBED TO PVC LINE FLUSHING VALVE r 1 • 040 LIN 94 111294 I 8 PERIMETER LATERALS 2" TO 4' FROM EDGE LINE FLUSHING VALVE PLUMBED TO PVC DRIPLINE START ■ ■ CONNECTION MALE ADAPTER PVC EXHAUST MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE PVC SUPPLY MANIFOLD SEE MANIFOLD TABLE FOR PIPE SIZE RGP -412 TUBING TO BE BURIED A MINIMUM OF 4' BELOW GRADE. o REMOTECONTROL VALVE WITH PRV ■ AREAPERIMETER BLANK DRIPUNE TUBING (CENTERED ON MOUND OR BERM) TORO DL2000 TUBING LATERAL 2 :D 15' SPACING 0 BP! U AIRNACUUM RELIEF 040 LIN 94 111294 I 8 PERIMETER LATERALS 2" TO 4' FROM EDGE late: APRIL •. ! • Job ND. Drawn by: Checked by: JCB JT ■ ■ ■ 2 :D 0 BP! U CL / ^ U) 0 z C1 U_ U LO L) SEAL f 4&J a M," Op late: APRIL •. ! • Job ND. Drawn by: Checked by: JCB JT tE a GRAPHIC SCALE 0 1 0 20 4 1 ♦ 50 777W .77- 7- ( IN FEET ) I inch = 20 ft. GENERAL NOTES Li 1. MCDONALD'S ROAD SIGN AND BASE ARE By THE SIGN CONTRACTOR. cx CONDUIT AND WIRING ARE BY THE GENERAL CONTRACTOR. Ll 2.. BASES, ANCHOR BOLTS, CONDUIT, AND WIRING FOR ALL OTHER tfI SIGNS ARE BY THE GENERAL, CONTRACTER. a 3/4' EMPTY CONDUIT TO LOCATIONS SHOWN AT THE LOT PERI- METER FOR LOT LIGHTING IS BY THE GENERAL CONTRACTOR. LIGHT- Pq ING FIXTURES, BASES, POLES, CONDUIT, AND WIRING ARE BY THE OWNER/OPERATOR. 4. BASES FOR FLAGPOLES ARE BY THE GENERAL CONTRACTOR ANCHOR BOLTS ARE BY THE FLAGPOLE SUPPLIER- S PROPOSED UTILITIES ARE SHOWN IN SCHEMATIC ONLY. EXACT LOCATIONS SHALL BE DETERMINED TO ALLOW FOR THE MOST ECONOMICAL INSTALLATION THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES TO DETERMINE EXACT POINT OF SERVICE CONNECTION AT EXISTING z C3 UTILITY. REFER TO THE BUILDING ELECTRICAL AND PLUMBING DRAWINGS FOR UTILITY SERVICE ENTRANCE LOCATIONS, SIZES, AND a- CIRCUITING. 7. ALL ELEVATIONS SHOWN ARE IN REFERENCE T13 THE BENCHMARK AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR AT P4 Ll GROUNDBREAK. S. FINISH VALK AND CURB ELEVATIONS SHALL BE 6' ABOVE FINISH PAVEMENT. 9. ALL LANDSCAPE AREAS SHALL BE ROUGH GRADED TO 6- BELOW TOP OF ALL WALKS AND CURBS. FINISH GRADING, LANDSCAPING, "SYSTEMS AND SPRINKLER ARE BY THE OWNER/OPERATOR. I'M LOT LIGHITNG CONCRETE FOOTINGS TO CONFORM WITH THE SOILS REPORT RECOMMENDATIONS FOR THIS PARTICULAR SITE. Li PAVING SPECIFICATION. < (MINIMUM 2' TOTAL COMPACTED ASPHALT THICKNESS) UJ [> The General Contractor shall provide McDonald's W/ structurally & cosmetically sound driveway & parking areas according to the following specifications. All sub —base soil, fill & back—fill areas shall be Compacted until the upper one foot attains a density of at least 95% of the maximum modified Proctor dry density (ASTM D LLJ Of :3 1557/AASHTO T-180). The base Material shall consist of 6 < z minimum Compacted thickness crushed limerock (FOOT approved w/ LBR'= :>: LLJ IF V 100) placed & Compacted to 98% of the maximum modified Proctor dry density (ASTM D —1557/AASHTO T-180). Alternate _J LJ 0 0 base materials may be used upon recommendation of the soils engineer > approval of the McDonald's Project Manager. All asphalt shall be State of Florida specification Type S-1 z 40 ti f' modified w/ a minimum Marshall Field Stability Test* of 1.250 lbs. & minimum Compacted thickness of (2" All 0 00 Of d- < ",!J e ). testing shall be done by a company approved by the McDonald's Project Manager; Ctf JV sof Said company shall be directly responsible to & shall consider McDonald's as its only client for U3 l'— L0 < 0 Lij this project. The locations of all tests shall be selected by the McDonald's Project Manager. W co _J LL_ The sub —hose shall be tested in four (4) locations for bearing value & compaction. The base 0- shall be tested in four (4) locations for thickness & Compaction. The asphalt shall be tested in four (4) locations for thickness, type & stability. All the testing for each preceding material must be satis- factory before each successive material is installed. McDonald's shall be notified of the test results of all tests & re—tests. When a test fails z or when, in the opinion of the McDonald 's Project Mgr. &/or -construction Mgr.. the installation is C3 C:) `D unsatisfactory. remedial testing &/Or remedial corrective m measures shall be done in accord— Of 0 M M once w/ their directives. All the above testing shall be done at the CL General Contractor' 3 expense & shall be included in his/her C.S.S. M 0 to _J < r _ CL OD :z NOTED MCDON&]rS EWNEER RESERVES THE RIGHT TO REGUEST A COWACTIM4 W Z Z 0 UJ C=1 _ U CU c CV) TEST AND/M A CORE SAMPLE. Ir TESTS PROVE CaRRECT, PER ABOVE )K Lo OD 0% SPECIFICATMK TESTS WILL BE AT THE EXPENSE OF Mc D'S. %.0 M I DTHERVISE, Gr WILL BE CHARM R )K 0 1 Li Li X LiCLI I.- Z) LOT LIGHTING RECOMMENDATION t� :3 Li a- 0 > z 3: _J Cq EXISTING LOT LIGHTS TO BE RELOCATED AS REQUIRED IUD W C4 L3 >- M W U LU C4 NOTE, ELECTRICAL CONTRACTOR TO CIRCUIT LOT LIGHTING AS N13TER )K z 0 z z )K 0 X W PARKING INFORMATION , M 3 SPACES 10' X 19, @ 90 )K LCII U — W < ti a C4 TOTAL SPACES -, 12 SPACES 101 X 21' @ 50 - U W I.- Q- 0 M: Li < 6 SPACES 9' X 21' @ 75 ® - 41 2 SPACES 121 1 0 z = _J Z _J C� CY) Co x 19, 75 < < 18 SPACES 91 X 21' @ 60 - SPACES X @ z U11LITY INFORMATION _J a- W SIZE TYPE LOCATION W W z: tj C4 U LJ Ce SANITARY SEWER GULF` TO BAY BLVD, & CORONA AVE. U. WATER 20' GULF TO BAY & 80 & 2' CORONA AVE. STORM SEWER SURFACE RETENTION ELECTRIC, ADJACENT R.O.W. GAS 2' ALONG E. R/W CORONA AVE. SURVEY INFORMATION W PREPARED BYE GEORGE A. SHIMP & ASSOCIATES, INC. 3211 U.S. ALT. 19 N., SUITE D J 0 PALM HARBOR, FLORIDA 34683 < Li s I T E WN TA f-)AVF-M'L'-N-I- Al-L'EAS OPI--N 4 0-TP�VIOUS AIREA) REQUIRED C" EXISTING PROPOSED (Mlft OR PAAX,) zo i G (l)1 S' FR I I" e CC, CG N/A Us E GF-t,4ERM- GENERAL N/A e;, cc -Z- wl c "D M t I E R CAE COMMIERCIAL LOT AREA (SO. FT. AND ACRES) G A ROSS AREA (V4THIN PROPERlY LINES) " 1 9 3U,00 S,F, WA ti A39 ACRE 29 ACRE 2, NET AMEA (GROSS 1',flNIUS 8i, MAX FOR VE[qK-,LJLAR ACGESSWAYS: N'/A Call N,A BU;LD'1`41G COVERAGE! (SQ. f--T f,,lN'D % 0 .UR C", I'S s s i f lu') 3'11A5 2,025 SF1`1,. J7 G R C'S S F L 0 0 R A R E A 1, N D FAA, R, SeTDACKS (ALSO ;NCWUE Dl,,`IENSlC'NS CN SIll PLMN9 0RAV,'!NG) FRONT: 25 25 25 S I D E: -"5 25' REAR, I "T 10' 10' BETWEHN' STRIUCTUR"ES- NIA WA CNII-S f"F-)04x0'-"NQ (IF APPUC,,\PL ), U4 S11) P AV I- D V E H!CULA R A RE'A S r S 0, Fl, AND % Q F S H E): "'A 73 2a 75 °,4 cpprl" sptlllcL:, TOTAL �Oftl�,' THE is (S0, FT, Atlf) `., OF SIT,-') 7,500/19% R E t-0 cO,', THE FRIC"N'T' YA"Rf) (SC, , FT ANP ". 0P FALM OVEtIALL SITE 2600/6% 2,600/ 6% (n EA I c cl moy��011' (GENERAL COMMERCIAL) o dt f-)AVF-M'L'-N-I- Al-L'EAS OPI--N 4 0-TP�VIOUS AIREA) C" e;, cc -Z- wl 0 f: f r y C—N C-r cr- t t C, Ll 14 T ti -d J7 Si"IF CONDI-110INS BUILDING f-)AVF-M'L'-N-I- Al-L'EAS OPI--N SPACE 0-TP�VIOUS AIREA) EXISTING '55, 1 14 S. F a5,8 8 6 S. F PFW0SEE) To'lAl- S'l-H 159,000 S. f__. 39,000 S.F. PAF�KING) 46 GRAPHIC SC/kL,E 20 0 lo 20 4U ( IN FEET ) I inch = 20 f L DL VI ED PARKIMG LOT INTERIOR LAMDSCAPE AREAS PRODE FO PROVIDED OPEN SPACE FOR THE FRONT YARD A "N rl qr r Ll la A a ul) C" C" ti two Ce L11 C: ff m 1XI • 0 G THROAT <: R,), 101 76' 7--7- gym= P . 07 A \ A/I1 FIE 410 20 .10 GRAPHIC SCALE IN FEET SCALE: J'm20' ><41-- - 1G X » s x I X ---GAS UNE I LJ b V) T -b LJ U L L V E ATE ROAD #60 Zl�l I Oil co CL - mi Pt. AN SCALD I' = 20' S TRE ET A D D RE S S m 1XI • 0 G THROAT <: R,), 101 76' 7--7- gym= P . 07 A \ A/I1 FIE 410 20 .10 GRAPHIC SCALE IN FEET SCALE: J'm20' ><41-- - 1G X » s x I X ---GAS UNE I LJ b V) T -b LJ U L L V E ATE ROAD #60 Zl�l I ZI E. INV. ELEV.= 51.20 (10, VC0 N'T R" 0, L" " `J W, " (S'E"' E", __\PROPOSED INV, /no W, INV, ELEV.= 51,22 (6- VCP) DETAIL 'A') ca 4" Acl 5a Z±L� r- �- � ' 7-,4,f1A,1 — — - - . . . .1 � 9 � a I %J a i m L- L- I1 %1.0 1 11 1 1 9 1 r_- r- LIP %-1p I I. I kA I IV I r- 114 /A 14 t� r- -Z:D�0. 77 OFFICE (UL P:,ERTON ROAD - CLEF RVIATER) AT ('313) 570-5101 AT LEAST 43 HOURS PRIOR TO THE START OF CONSTRUCTION .3. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V.D. NOTE 'A' THE CONTRACTOR SHALL NOTIFY ALL fi UTILTIY COMPANIES PRIOR TO START ��71 OF WORK. IF ANY CONFLICTS EXIST 7 7 AT THE LOCATION OF STORM OUTFALL CONSTRUCTION, THE ENGINEER SHALL 7 ".-N BE NOTIFIED IMMEDIATELY, S 17 Hi J", T71111 C 2 D V-71 STi Ell' I C- C) u 0 c r, p - ij"G 31,500 SF (81%)"Vo t'JAR�41�IG 2RUIX" G �3 ABCVE GROUND CR UNDERGROUND UTILITIES MAY BE !N THE AREA C= TWS PROJECT - PRC--EEt) WITH CAUTION, OP EM `1 (,Pi—=FTv'!0kUS AR--!%) 3y386 S,F. 7,500 SF (19%) & c,: c w Tp ;t� LJ CONT RACTC� IS TO CALL HE SUNSHINE STATE ONE CALL Al (I -KO-432-4770) AND FLOROA PO',VER CCRPORATION AT cj 30 0 s.;-% (1-813-842-0591), 48 HOURS BEFORE BEGINNING WORK, I -c r-) " E,- 3 CCNTRACTCR TO PROTECT ALL EXISTING UTILITIES IN THE :E I A & 7.- ZZ o - -E AREAS OF CONSTRUCTION. 4 Is 41 - o 0 cc Ft F,CTNEC PROPOSID ELEVATH]N Oil CL Pt. AN SCALD I' = 20' S TRE ET A D D RE S S z 1, 8 (S 0 G u L- F T 0 13AY < < LJ L J Ce U 1.3 ry -, 4J CI TY STATE STATUS F, 0 01. CL EARVO TER F L., 1-1 R I D A T&ATNdAmw 10 14 <1 ZI E. INV. ELEV.= 51.20 (10, VC0 N'T R" 0, L" " `J W, " (S'E"' E", __\PROPOSED INV, /no W, INV, ELEV.= 51,22 (6- VCP) DETAIL 'A') ca 4" Acl 5a Z±L� r- �- � ' 7-,4,f1A,1 — — - - . . . .1 � 9 � a I %J a i m L- L- I1 %1.0 1 11 1 1 9 1 r_- r- LIP %-1p I I. I kA I IV I r- 114 /A 14 t� r- -Z:D�0. 77 OFFICE (UL P:,ERTON ROAD - CLEF RVIATER) AT ('313) 570-5101 AT LEAST 43 HOURS PRIOR TO THE START OF CONSTRUCTION .3. ALL ELEVATIONS SHOWN ARE BASED ON N.G.V.D. NOTE 'A' THE CONTRACTOR SHALL NOTIFY ALL fi UTILTIY COMPANIES PRIOR TO START ��71 OF WORK. IF ANY CONFLICTS EXIST 7 7 AT THE LOCATION OF STORM OUTFALL CONSTRUCTION, THE ENGINEER SHALL 7 ".-N BE NOTIFIED IMMEDIATELY, S 17 Hi J", T71111 C 2 D V-71 STi Ell' I C- C) u 0 c r, p - ij"G 31,500 SF (81%)"Vo t'JAR�41�IG 2RUIX" G �3 ABCVE GROUND CR UNDERGROUND UTILITIES MAY BE !N THE AREA C= TWS PROJECT - PRC--EEt) WITH CAUTION, OP EM `1 (,Pi—=FTv'!0kUS AR--!%) 3y386 S,F. 7,500 SF (19%) & c,: c w Tp ;t� LJ CONT RACTC� IS TO CALL HE SUNSHINE STATE ONE CALL Al (I -KO-432-4770) AND FLOROA PO',VER CCRPORATION AT cj 30 0 s.;-% (1-813-842-0591), 48 HOURS BEFORE BEGINNING WORK, I -c r-) " E,- 3 CCNTRACTCR TO PROTECT ALL EXISTING UTILITIES IN THE :E I A & 7.- ZZ o - -E AREAS OF CONSTRUCTION. 4 Is 41 - o 0 cc Ft F,CTNEC PROPOSID ELEVATH]N Oil CL Pt. AN SCALD I' = 20' S TRE ET A D D RE S S z 1, 8 (S 0 G u L- F T 0 13AY < < LJ L J Ce U 1.3 ry -, CI TY STATE STATUS DA T E BY CL EARVO TER F L., 1-1 R I D A T&ATNdAmw ��Jk 10 WFA irk M I/ M m cm , 6,iUL,F TO V.;PY PV9, vv &Awl icy- gat A, lo > H4.. (,-e;eH tpz 2A A_ C7 too -Z zoo 11�� ic -wA o4-a 40.4— 1 0- -.7A -W' JA Ho A-.-? WW 0�4 K. PIP (:A C-A S:,61 Ly-zi cm , 6,iUL,F TO V.;PY PV9, vv