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2710 GULF TO BAY BLVDBCP2007-10279 LL Planning and Development & Neighborhood Services 100 S. Myrtle Avenue, Suite 210 ° Clearwater Clearwater, FL 33756 Telephone: (727) 562 -4567 Fax: (727) 562 -4576 www.mycloarwater.com APPLICATION FORr LAND)CLEARI'NG & GRUBBING PERMIT A non - refundable filing fee of $10.00 is required. DATE 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: 2. Project Name: 3. Purpose of clearing and /or grubbing: X 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) 5. Proposed method of debris d 6. Tentative date to begin work 7. Proposed method of soil ero: 8. ❑ No -Tree Verification Required XTree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENT OF SECTION 52.08, CITY CODE OF ORDINANCES v CD n 3 t El J f REGA ING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DE PIV NT CODER GARD NG EROSION AND SILTATION CONTROL. Si nature of Owner or O ner's 4presentative 'FAIL I N. Nv P inr ted Name F-7 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 Resource rce Comments: Based on the above comments and information s bmitted, the above clearing & grubbing application is: ❑ Approved As Submitted Approved - Modified As Noted bove Ell Denied Signed: Date: t� .� City Mana er or D ignee Native Florida Landscapes Environmental & Vegetation Consulting 108 Ocean Aire Terrace South, Ormond Beach, F1 32176 386- 235 -0404 . wwwnativefloridalandscapes.com . fax: 386-441-4104 30 August 2007 Jeff Jennings InterPlan, LLC 933 Lee Road, First Floor Orlando, Fl 32810 Phone: 407 - 645 -5008 Fax: 407 - 629 -9124 ORIGINAL RECEIVED Subj: Tree evaluations at the Ruby Tuesday's site, Clearwater, Fl. SEP 12 200 PLANNING DEPARTMENT CITY OF CLEARWATER Dear Jeff, We completed a site visit to the Clearwater Ruby Tuesday's on August 29, 2007. As per your request, we were to evaluate all the trees that were four (4 ") inches in DBH or greater. The Ruby Tuesday's site contained 74 trees that were four inches or greater in diameter. The site contained four species of trees, live oak, laurel oak, red maple, and cabbage palm. However, only 62 trees are identified on the survey that InterPlan provided. See Figure 1 for the approximate location of the missing trees. All 74 trees are listed in Table one along with the status of their health. I also found that our DBH measurements were different than the ones found on the Landscape Plan Sheet. In many cases it was only an inch, but approximately half all hardwood tree measurements differed by two or more inches. Table one contains the DBH measurements. Overall, there are only three trees that are scheduled for retention that are not in the best condition. Trees 37, 38 & 39 are alive and generally healthy but they have resprouted from a downed live oak, photos 1 & 2. There is some decay on these trees so we are recommending that they be removed. In addition, there are a few trees scheduled for retention that are leaning (trees 18, 40, 41,42, 45, 46, 48, 57, 58, & 63). Their leaning is not due to any root upheaval but from competition for sunlight with neighboring trees. None of the trees that are leaning are in jeopardy of falling on their own in the near future, barring a storm event with extremely strong winds. Our advice is to reassess their role in your landscape plan and advise your client that they ♦ Ecosystems ♦ Protected Species 1 Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation should be inspected every one or two years for any signs of decline. The leaning trees are noted in Table 1. Above, we note that tree 63 is leaning. This tree is connected to tree 64 at the base. These two large trunks were cabled together several years ago (an assumption since we do not know how long ago it occurred) to aid in their stability, photo 3. Although we did not climb the tree to physically inspect the cabling, the cabling system seems to be in good working order. Again, we advise you to notify your client and have this tree inspected annually. Native Florida Landgeapeg also reviewed the health and status of the landscaping beds. Throughout the site, most of the landscape beds have been over grown with weeds and vines. And, in a few places, there are invasive plants that have recruited in. In particular, Brazilian pepper (Schinus terebinthifolius), camphor tree (Cinnamomea camphora) and carrotwood (Cupaniopsis anacardioides) have begun to seed in. The large landscape bed at the back (north side of site) has St. Augustine grass that has gotten out of control and also has had an invasion of the exotic guineagrass (Panicum maximum). The landscape material on site is made up of yellow anise (Illicium parviflora), dwarf crape myrtle (Lagerstroemia sp.), fountain grass (Pennisetum setaceum), mondo grass (Ophiopogon japonica), Ligustrum ( Ligustrum licidum), philodendron (Selloum sp.) and dwarf yaupon holly (Ilex vomitoria) of the Ms. Schillers Delight variety. Of all these landscape species, the ligustrum and Ms. Schillers are in the best shape. The landscape bed that is in the best health is on the east side of the site, adjacent to Crabby Joe's. Feel free to contact me about any of our findings. Sincerely, Don Spence Certified Arborist Fl 1341 A ORIGINAL RECEIVED SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER 2 ♦ Ecosystems 1 Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation Table 1 — List of trees Common name Tree DBH Heath Comments Tree to be removed, Latin name Number Rating as per site plans Cabbage palm 1 12 Good Sabal almetto Cabbage palm 2 14 Good Sabal almetto Cabbage palm 3 14 Good Sabal almetto Live oak 4 12.0 Good uercus vir iniana Cabbage palm 5 14 Good Sabal almetto Cabbage palm 6 14 Good Sabal almetto Live oak 7 12.5 Good uercus vir iniana Cabbage palm 8 14 Good Sabal almetto Cabbage palm 9 14 Good Sabal almetto Live oak 10 16.5 Good uercus vir iniana Cabbage palm 11 10 Good Sabal almetto Cabbage palm 12 12 Good Sabal almetto Cabbage palm 13 11 Good Sabal almetto Cabbage palm 14 9 Good Sdbal almetto ORIGINAL RECEIVED ♦ Ecosystems ♦ Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation. SEP 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER Cabbage palm 15 9 Good Sabal almetto Cabbage palm 16 12 Good Sabal almetto Cabbage palm 17 10 Good Sabal almetto Live oak 18 14.5 Good Quercus vir iniana Live oak 19 15.0 Good Quercus vir iniana Live oak 20 14.0 Good Missing from Quercus virginiana Landscape Plan Sheet Laurel oak 21 16.5 Fair Tree is growing on a sloped median. In the near Quercus laurifolia future this tree will likely pose a threat to the sidewalk or begin to decay due to the limited rooting area. It should remain healthy for several more years. One other drawback is that the tree has two co- dominat leaders that could fail duing a storm. Purning is an option but not recommended due to the size of the limbs. Live oak 22 17.5 Fair Tree is leaning to the south some Yes Quercus vir iniana Live oak 23 10.5 Fair Tree is leaning to the north Yes Quercus vir iniana Laurel oak 24 14.0 Good Quercus lauri olia Laurel oak 25 15.0 Good Quercus lauri olia Laurel oak 26 9.0 Good Quercus lauri olia ORIGINAL RECEIVED SEP 12 2007 It PLANNING DEPARTMENT ♦ Ecosystems ♦ Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation ♦ CITY OF CLEARWATER Cabbage palm 27 14 Good Sabal almetto Cabbage palm 28 13 Good Sabal almetto Cabbage palm 29 12 Good Sabal almetto Cabbage palm 30 13 Good Sabal almetto Cabbage palm 31 10 Good Missing from Sabal palmetto Landscape Plan Sheet Live oak 32 20.5 Good Quercus virginiana Live oak 33 15.5 Good Quercus virginiana Live oak 34 16.0 Good Quercus virginiana Live oak 35 20.0 Good Quercus virginiana Live oak 36 21.5 Good Quercus virginiana Live oak 37 11.5 Poor This tree was knocked over by some event and has Quercus virginiana resprouted and has three vertical branches that count as one tree each. The trees do not threaten Live oak 38 8.0 Poor Missing from Quercus virginiana any structures, although stem number 37 does lean Landscape Plan towards the northern drive lanes. Overall the tree , should live but it has some decay issues and is Sheet Live oak 39 5.0 Poor Missing from Quercus virginiana leaning. This tree should be replaced with another Landscape Plan live oak. Sheet Live oak 40 15.0 Fair These three trees are actually connected at the base. Quercus virginiana Each emergent stem is in good health but they form ORIGINAL RECEIVED SEP 12 2907 *Ecosystems* Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation ♦ PLANNING DEPARTMENT CITY OF CLEARWATER Live oak 41 14.0 Fair weak attachments at the base. These trees should Quercus virginiana remain healthy and do not have any iminent decay issues or threat to fail. Live oak 42 14.5 Fair Quercus virginiana Live oak 43 25.0 Good These trees are connected at the base. The tree has Quercus virginiana good health overall but the attachment of each stem is a weak one. Overall this tree should remain Live oak 44 10.5 Good Quercus virginiana healthy and does not pose an immediate risk. Live oak 45 10.0 Good Trees 45 and 46 also arise from one trunk. Both Quercus virginiana emergent stems are growing close together but appear to be healty. There is a large vine groing up Live oak 46 11.5 Good Quercus virginiana the trees that should be remvoed. Live oak 47 6.5 Good Missing from Quercus virginiana Landscape Plan Sheet Live oak 48 15.5 Good Quercus virginiana Live oak 49 13.5 Good Quercus virginiana Live oak 50 13.5 Good Quercus virginiana Live oak 51 14.5 Good Quercus virginiana Live oak 52 12.0 Good Quercus virginiana Live oak 53 6.5 Good Missing from Quercus virginiana Landscape Plan Sheet Live oak 54 5.0 Good Missing from Quercus virginiana Landscape Plan Sheet ORIGINAL RECEIVED 6 SEP 12 2007 ♦ Ecosystems ♦ Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation PLANNING DEPARTMENT CITY OF CLEARWATER Live oak 55 8.5 Good Missing from Quercus virginiana Landscape Plan Sheet Live oak 56 19.5 Good Yes Quercus virginiana Live oak 57 13.0 Fair This tree looks pretty good. It has good struccture Quercus virginiana in the canopy. However, it receives an fair raiting due to its close proximity to the parking area and limited root area. Live oak 58 13.5 Fair Trees 58 and 59 are growing very close together, Missing from Quercus virginiana they may be connected underground. They are in Landscape Plan generally good health. They do not show up on the survey but exist close enough to the property line Sheet Live oak 59 12.0 Fair Missing from Quercus virginiana that they warranted inspection. These trees also get Landscape Plan a fair raiting due to root and soil conditions. Sheet Live oak 60 16.0 Fair Trees 60 and 61 are growing very close together, Quercus virginiana they may be connected underground. They are in generally good health. These trees also get a fair Live oak 61 13.0 Fair Quercus vir iniana I raiting due to root and soil conditions. Live oak 62 12.0 Good This tree has good structure. My only concern, and Quercus virginiana this concern is for all trees in small planting areas, is that the roots are limited and during extreme wind events trees like this can be blown over. Overall good health. Live oak 63 17.0 1 Trees 63 and 64 are connected and have similar- Quercus virginiana sized, co- dominat trunks. Both trunks look good, as well as the canopy. However, at some point, Live oak 64 19.0 �� Quercus virginiana several years ago the two leaders were cabled together to give them better support. The cables look in good condition but any time a large tree has cables main leaders, concern is warranted. The tree ORIGINAL RECEIVED IM P .12 2007 ♦ Ecosystems ♦ Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation PLANNING DEPARTMENT CITY OF CLEARWATER ORIGINAL RECEIVED SE° 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER *Ecosystems* Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation looks good but it is advisible to have this tree inspected annually to make sure the cables are in good working order. Red maple 65 8.5 Poor Multi - trunked tree. Both trees 65 and 66 are Yes Acer rubrum connected at the base. The tree has some decay and bark cracking. Red maple 66 8.5 Poor Yes Acer rubrum Cabbage palm 67 13 Good Sabal almetto Cabbage palm 68 12 Good Sabal almetto Laurel oak 69 22.0 Poor This tree is scheduled for removal and that is good. Yes Quercus laurifolia This tree has some decay and root issues that have weakened it. Cabbage palm 70 12 Good Sabal almetto Live oak 71 25.0 Good Yes uercus vir iniana Live oak 72 35.0 Good Yes uercus vir iniana Red maple 73 6.5 Fair This tree has some decay and root issues that have Should be removed. Acer rubrum weakened it but it could. live for several more years Missing from with out any incident. Landscape Plan Sheet Live oak 74 21.75 Good Yes uercus vir iniana ORIGINAL RECEIVED SE° 12 2007 PLANNING DEPARTMENT CITY OF CLEARWATER *Ecosystems* Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation Q N PI_ows 1 & 2 — Tr,rs 3i, 38 &, 39 U 0 � C� * Eccrys$ems * Protected Species *Native Plant Landscape Design* Tree Appraisals* Wetland Delineation* LLI W B ® J G U Z 0y %C 0 CL t Figure 1 — Landscape Plan with tree numbers -SPP 12 2007 0 = Missing Trees from the Landscape Plan Sheet 10 PLANNING DEPARTMENT CITY OF CLEARWATER ♦ Ecosystems ♦ Protected Species ♦ Native Plant Landscape Design ♦ Tree Appraisals ♦ Wetland Delineation Ao i - / 1 A I- % 6� - Olt Ly I it - --t7 o, a f 1 Z1Y)b R , i 73� -11.1 6 � = 3� { �9 �Z 34 1 = �Z r 13 ; . 1.1 z- . G S- t � Ir ( . _ is :11 4-z 20 LcL ZZ `4- �3 J . it Z 34 too-7 1 I f� , Uo) �.�vf- . 4- fi t. -- 44 5 - fit �t�t 11 o �1 Z 6Z 1 1w TN 1b — U - t^ t to t+ t6- -90 -90 [7 —1 r�q -�f �Zb Z- 16- 13 � -1 ' -2�Oq n5 Czz� j C ( 3 3 O\ ) le 6i rk ~ ---- FIRE HYDRANT /-GREASE TRAP MANHOLE' GREASE TRAP UNDERG ELECTRIC uz -----~' H r 3 . . . }�| ` PARCEL "D" B U STORAGE UNIT BEHIND DU�STE� CORRAL | / | REMOVE/ DEMO -` ^-� FOR QUESTION CONSTRUCTION MANAGEMENT OR MIKE BRYAN AT INTERPLAN . | u | BUILDING TO BE DEMOLISHED. � �� THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR | 3 | REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES' UTILITY POLES' LIGHTS AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. F 41 EXISTING ASAAT/CONCRETE T0 BE REMOVED. | ± | EXISTING PARKING STRIPING TO BE REMOVED �� [��| EXISTING ASPHALT TO BE OPEN CUT FOR UTILITIES � 1 �-� INSTALLATION /SEE SHEET C2\. �� | / | EXISTING TREE TO REMAIN �� | � | EXISTING LIGHT POLES TO REMAIN � �3 | y | EXISTING FINE HYDRANT TO REMAIN �� |80| GRASS AREA TO BE REMOVED F��l | n| EXISTING TRANSFORMER TO BE RELOc4T[D.00NTRACTOR �-� TO COORDINATED WITH POWER COMPANY. F�� ' |uq EXlST]N0 � Sl�N T0 BE REMOVED. U3| GREASE TRAP TO BE ROM0YED. GENERAL DEMO NOTES INCLUDING ANY HAZARDOUS MATERIALS ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL RULES AND REGULATIONS. THE CONTRACTOR l3 TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT l3 S0 INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH' EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR I3 TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. EXCEPT IN AREAS WHERE EXISTING TREES. SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SHALL BE /2\ FOOT BELOW SUB GRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE TO BE REMOVED UNLESS OTHERWISE NOTED ON PUUV THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES ARE OFF -SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ' ACCURACY. PRIOR'TD THE START OF DEMOLITION THE� CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE 8o-LOCATION OF ALL STRUCTURES, UTILITIES 6bTREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. THE CONTRACTOR IS T0 COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY PDLES, LIGHTS AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PR0VIDER, THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF FLORIDA REGISTERED LAND SURVEYOR). SEE LANDSCAPE PLANS, MORE SPECIFICALLY THE "TREE REMOVAL PLAN" FOR DESIGNATION OF EXISTING TREE REMOVAL AND PRESERVATION. m m U�� U `� N N--0��U~�N ��k �� -� °" . � =�m��u �~m wx w ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA CA 8660 STUART ANDERSON, P.E. 0 FL REG. #60848 U 0 � � n N U RE\40ONS: |NO. DAT REMARKS 0 0 0 , � 0 . � JAN 2 5, 2998 ------~^~^--. ~ ---- FIRE HYDRANT /-GREASE TRAP MANHOLE' GREASE TRAP UNDERG ELECTRIC uz -----~' H r 3 . . . }�| ` PARCEL "D" B U STORAGE UNIT BEHIND DU�STE� CORRAL | / | REMOVE/ DEMO -` ^-� FOR QUESTION CONSTRUCTION MANAGEMENT OR MIKE BRYAN AT INTERPLAN . | u | BUILDING TO BE DEMOLISHED. � �� THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR | 3 | REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES' UTILITY POLES' LIGHTS AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. F 41 EXISTING ASAAT/CONCRETE T0 BE REMOVED. | ± | EXISTING PARKING STRIPING TO BE REMOVED �� [��| EXISTING ASPHALT TO BE OPEN CUT FOR UTILITIES � 1 �-� INSTALLATION /SEE SHEET C2\. �� | / | EXISTING TREE TO REMAIN �� | � | EXISTING LIGHT POLES TO REMAIN � �3 | y | EXISTING FINE HYDRANT TO REMAIN �� |80| GRASS AREA TO BE REMOVED F��l | n| EXISTING TRANSFORMER TO BE RELOc4T[D.00NTRACTOR �-� TO COORDINATED WITH POWER COMPANY. F�� ' |uq EXlST]N0 � Sl�N T0 BE REMOVED. U3| GREASE TRAP TO BE ROM0YED. GENERAL DEMO NOTES INCLUDING ANY HAZARDOUS MATERIALS ENCOUNTERED, SHALL BE IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL RULES AND REGULATIONS. THE CONTRACTOR l3 TO COMPLETELY REMOVE AND DISPOSE OF ALL STRUCTURES AND BUILDINGS THAT l3 S0 INDICATED INCLUDING FOUNDATIONS, TIMBER AND BRUSH' EXCEPT AS OTHERWISE INDICATED; STUMPS AND ROOTS; EXISTING PAVEMENT; OTHER STRUCTURES AS SHOWN OR REASONABLY IMPLIED IN THE DRAWINGS. PRIOR TO COMMENCEMENT OF DEMOLITION THE CONTRACTOR WILL COORDINATE HIS ACTIVITIES WITH ALL THE UTILITY COMPANIES SERVING THIS AREA. CONTRACTOR I3 TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION. EXCEPT IN AREAS WHERE EXISTING TREES. SHALL BE PRESERVED, A MINIMUM DEPTH OF REMOVAL SHALL BE /2\ FOOT BELOW SUB GRADE IN ROADWAY AREAS AND TO ORIGINAL SOILS ELSEWHERE. WHERE EXISTING BUILDINGS ARE TO BE DEMOLISHED, ALL TRACES OF FOUNDATIONS AND UNDERGROUND UTILITIES ARE TO BE REMOVED UNLESS OTHERWISE NOTED ON PUUV THE CONTRACTOR IS RESPONSIBLE FOR PROPER DISPOSAL OF ALL WASTE MATERIAL WHERE PAVING OR STRUCTURES ARE TO BE REMOVED WHICH ABUT OR ARE A PART OF CONNECTED FACILITIES ARE OFF -SITE), RESTORATION OF ANY DAMAGE THAT MIGHT RESULT FROM DEMOLITION IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE LOCATION OF ALL EXISTING UTILITIES, STORM DRAINAGE AND TREES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO RESPONSIBILITY FOR ' ACCURACY. PRIOR'TD THE START OF DEMOLITION THE� CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE EXISTENCE 8o-LOCATION OF ALL STRUCTURES, UTILITIES 6bTREES SHOWN OR NOT ON THE PLANS, WHICH WOULD NEED TO BE REMOVED OR PRESERVED. THE CONTRACTOR IS T0 COORDINATE THE RELOCATION OR REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY PDLES, LIGHTS AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PR0VIDER, THE CONTRACTOR SHALL REFERENCE AND RESTORE PROPERTY CORNERS AND LAND MARKERS DISTURBED DURING CONSTRUCTION. (UNDER THE DIRECTION OF FLORIDA REGISTERED LAND SURVEYOR). SEE LANDSCAPE PLANS, MORE SPECIFICALLY THE "TREE REMOVAL PLAN" FOR DESIGNATION OF EXISTING TREE REMOVAL AND PRESERVATION. m m U�� U `� N N--0��U~�N ��k �� -� °" . � =�m��u �~m wx w ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA CA 8660 STUART ANDERSON, P.E. 0 FL REG. #60848 U 0 � � n N U RE\40ONS: |NO. DAT REMARKS 0 0 0 , � 0 � U ----' - ----- - ----- - ----- - ----- - ----- - ----- - ------ ------ - ----- - ----- - -''----- ---'~~ ~ --'~- - ----- - ----- - -~---~-~,^�~~ , ~ -~~S-8~ 8 '- 4 �'~('}\ - ----- - ----- ^~-~--~ ~^~~--~-^-^~- ----- - ----- -~~~~~ ~ '~~~~~ ~`-~-- '~ ----- - ----- - --+� - ' ~-~~-~~^~~~-' ~ ---~- ----' - - ----- - ~---^~ ---~~- �RAPH �I" C SCALE ' > '^c� u�� ~` — Y 20" K�EMO 'T � ^ rVATER ° N�CHECKED: MODIFIED: 10/10/07 10n9u7 u000wo 5/8�/�m mvTMu PunTcn 08/13/07 13m6o5 J:\A-AFIFTH71ilRDBANK\2006.0412\060412CO.DWG 5/8�/-0" R*AMEL JAN 2 5, 2998 - � � ~~ � BOULEVARD ^ �== ��= -° "� � ~ ~( ' IT'S ' O� 2OOd.O4l2 - -uN 'O�l�07 « «�-m NORTH ] cu ] 20 0 ! �0 40 � G w-' �e 3 GRAPHIC N�CHECKED: MODIFIED: 10/10/07 10n9u7 u000wo 5/8�/�m mvTMu PunTcn 08/13/07 13m6o5 J:\A-AFIFTH71ilRDBANK\2006.0412\060412CO.DWG 5/8�/-0" R*AMEL 0 0 0 F- 800 SF FUTURE SITE DESIGN TES EXPANSION IN ERPLAN 20' DIRECTIONAL ARROW (TYp) (@ ARCHITECTURE I TERRY JOHNSON REPRESENTING CLANT, INC. HAVE REVIEWED AND APPROVE THIS PLAN. SIGNATURE: DATE: e t.53{ <; AM I al C4 I CA m m 600 i i ■ REFER TO SHEET CV FOR GENERAL. NOTES, SITE DESIGN TES 1 IN ERPLAN DIRECTIONAL ARROW (TYp) (@ ARCHITECTURE 2� 30" STOP SIGN (R1 -1) • ENGINEERING TO SITE— SPECIFIC NOTES AND REQUIREMENTS. INTERIOR DESIGN I; a 24" WIDE WHITE STOP BAR (TYP.) PROJECT MANAGEMENT 41 SIDEWALK RAMP 3 12 1? C1. C1. SITE DATA HANDICAP SIGN AA 003420 CA 8660 6 ❑ C9 8 N HA DICAP PAVEMENT SYMBOLS 1. R WHEEL STOP(2 SPACES) 59 67 BUILDING � 8 % 933 LEE ROAD, FIRST FLOOR lfl(@ MATCH EXISTING CURB 33 % ORLANDO, FLORIDA 32810 PROPOSED SITE AREA 68,249 SF PH 407.645.5008 TRANSFORMER PAD 36,376 SF FX 407.629.9124 10 TYPE "F" CURB & GUTTER W(TYP) BUILDING 4,200 SF 11 CONCRETE SIDEWALK C1. SEAL: 12 MONOLITHIC CURB AND SIDEWALK 2 (TYP) 13 PAVEMENT STRIPING (4" WHITE) (TYP) TO BE APPLIED AFTER 1/4" OVERLAY 18.3% 14 EXISTING ASPHALT PAVING FLOOR AREA RATIO 4,200 SF/68,249 SF 6.1% 15 MONUMENT SIGNAGE ZONING COMMERCIAL (C) STUART ANDERSON, P.E. 16 EXISTING FIRE HYDRANT BUILDING HEIGHT FL. REG. #60848 ® 17 CROSSWALK STRIPING 35 FT 18 "DO NOT ENTER" SIGN (R5 -1) CONSULTANT: 19 SIDEWALK HANDICAP RAMP C1 13 PROVIDED FRONT SOUTH) 20 FLARED SIDEWALK RAMP 1 V12N 1. 1. 21 EXISTING DUMPSTER ENCLOSURE 25 FT 22 EXISTING CURB 23 EXISTING STOP SIGN 87.78 FT 24 PROPOSED ASPHALT PAVING C6• REAR (NORTH) 25 PROPOSED SIDEWALK RAMP 26 EXISTING 9'X18' PARKING SPACES TO REMAIN. REVISIONS: 27 15 FT EXISTING TREES TO REMAIN. NO. DATE REMARKS - ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM T 10/05/07 CITY COMMENTS TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. SIDE (EAST) - 1/4" TYPE III ASPHALT OVERLAY TO BE APPLIED TO EXISTING AND 10.23 FT PROPOSED ASPHALT. i i ■ REFER TO SHEET CV FOR GENERAL. NOTES, 1 SPECIFICATIONS, AND LEGENDS, IN ADDITION ! • 0' TO SITE— SPECIFIC NOTES AND REQUIREMENTS. I; ' ■ •' 1? SITE DATA EXISTING SITE AREA 68,249 SF 1.56 AC PAVEMENT /SIDEWALKS IMPERVIOUS 39,942 SF 59 67 BUILDING 5572 SF 8 % OPEN SPACE (GREEN) 22,735 SF 33 % PROPOSED SITE AREA 68,249 SF 1.56 AC PAVEMENT /SIDEWALKS IMPERVIOUS 36,376 SF 50 % 56 BUILDING 4,200 SF 6 OPEN SPACE (GREEN) OPEN 27,673 SF 44 % SPACE IN VQA EXISTING 19.9% PROPOSED 18.3% FLOOR AREA RATIO 4,200 SF/68,249 SF 6.1% ZONING COMMERCIAL (C) BUILDING HEIGHT MAX. ALLOWED PROPOSED 35 FT 26 FT (1 STORY) BUILDING SETBACKS REQUIRED PROVIDED FRONT SOUTH) 25 FT 79.5 FT FRONT WEST) 25 FT 62.05 FT SIDE (EAST) 10 FT 87.78 FT REAR (NORTH) 10 FT 101.90 FT LANDSCAPE BUFFER t FRONT SOUTH) 15 FT 15 FT FRONT WEST) 10 FT 10 FT SIDE (EAST) 10 FT 10.23 FT REAR (NORTH) 35 FT 60.71 FT PARKING REQUIRED PARKING FORMULA 4,200 SF X PARKING PROVIDED (5 SPACES % 1000 SF) = 21 SPACES REGULAR 47 HANDICAP 2 TOTAL 4g i i ■ ■ 1 COPYRIGHT @ 2007 1NTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 1 MODIFIED: 10 /16/07 11:13:33 J: \A —J \FIF MIRDBANK \2006.0412 \06041: PLOTTED: 08/13/07 13:06:17 J :\A— J \FIFTHTHIRDBANK \2006.0412 \06041: C1.DWG 5/8'=1' -0' JIMNEI C1.DWG 5/8' =1' -0' FRAMEL 1 fik ! • 0' I; ■ •' 1? ■ 1 COPYRIGHT @ 2007 1NTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 1 MODIFIED: 10 /16/07 11:13:33 J: \A —J \FIF MIRDBANK \2006.0412 \06041: PLOTTED: 08/13/07 13:06:17 J :\A— J \FIFTHTHIRDBANK \2006.0412 \06041: C1.DWG 5/8'=1' -0' JIMNEI C1.DWG 5/8' =1' -0' FRAMEL W OPTIONAL POST POSITIONS PRINCIPLE POST POSITION 11 1 \ /..-- (CANTED 20' TOWARD FLOW) SECTION POST OPTIONS: 2" X 4" 2 1 /2' MIN. DIA. WOOD; STEEL 1.33 LBS /FT. MIN.) 6' MAX. W, 00 0 01 z to 01 - �- 0 C'4 CO i� ELEVATION FILTER FABRIC OW FILTER FABRIC MIN SILT FENCE CONSTRUCTION SITE FENCING \LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. SYNTHETIC BALES BACKED BY FENCE •t+ SILT FLOW MIN.2 STAKES PER BALE, 2"x2" STAKES 1 1/2' TO 2' WIRE TIE IN GROUND C •:r 1 t .' ,,,: ' ,: f f •r " '`<• BALE TIES SECURELY BOUND BALES REQUIRED FOR DURABILITY ANCHORING SYNTHETIC BALES LOOSE SOIL PLACED BY _ SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES 7o, EROSION CONTROL DETAILS PLAN 1 ■ ■ n 7 �t ■ ■ ANCHOR SYNTHETIC BALES WITH 2 - 2" X 2" X 4' Crncterni V STAKES PER BALE. 0 F 41 COMPLETED INLET 171, •i �i DITCH ETC RB & GUTTER F 51 �- i•i•i i •I ►'iii '1:. -. i DITCH BOTTOM INLET INLET GRADE FILTER FABRIC INLET STRUCTURE URB & GUTTER .f< ❑ PARTIAL INLET a EROSION CONTROL SOCK PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ■ t : REC REM (NO ID. f ■ ■ ■ ■ POLLUTION CONTROL NOTES I TEf ILLAN J ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. ARCHITECTURE 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL ENGINEERING CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO INTERIOR DESIGN AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONS OF SITE . PROJECT MANAGEMENT PERMITS. • 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AA 003420 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE CA 8660 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION 933 LEE ROAD, FIRST FLOOR EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE ORLANDO, FLORIDA 32810 INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL PH 407.645.5008 BE ALLOWED. FX 407.629.9124 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO SEAL: CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM STUART ANDERSON, P.E. MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY FL. REG. #60848 LINE. 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT: INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NEDESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14, FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES REVISIONS: WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. No. DATE REMARKS 1 10/05/07 CITY COMMENTS 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OF THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. 16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER ". 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH A NOTICE OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. ■ ■ ■ s ■ 1 Stormwater Pollution Prevention Plan Inspection Report Form ::. �W- I ENGINEER'S CERTIFICATIONS: : •` ° '' " � •• � ^ : • : < :: ' � :.. : • •, .,.... Inspections must occur at least once a week and within 24 hours of the end of a storm event that is OSO inches or greater. — J `• —� — ( I Project N ame FDEPNPDESS tormwater Identification Number FLR TO L K :�• : t pe o conro ate nt n on re Location five coon Offer Re—marks :• :.:. °' ' �cP� �� Y.EG _ (see below) modified (sce below) ...... .. :. ... :..: ... ...... ... ...., ..... • .. .. ... .....:.::....:: :<::: :.::.:.:. :;,.. :.:::..:..:: �.::;•: �;:::.... o M argm n ma nauce or r la ement soon P= Poor needs mzmedrate maintenance or replacement ......::... ., :: •: ,::. ... :;. : . , ,:. .. :. , ..:....::.:... • C Needs to be cleaned 0 Other "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." STUART ANDERSON, P.E. #60848 i OWNERIAGENT CERTIFICATIONS: i 1 COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. RECEIM JAN 50 2000 Hawkins Construction, Inc. Information. Q MENTS SHOWN HEREON. AGREE TO COMPLY WITH THE 06.0412 I HAVE REVIEWED THIS PL AND PROJECT NO' 2O Inspector RE UIRE DATE: 08/17/07 Name Qualification Date NORM The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for Stormwater ......... ...:.............. ..................:........ ......:..:....:..:.:.:.. :...:.. ,:: ....: :. ,.,: _. ......,.. . ...........:...,...,.........:. ..,.,,.,. .., .,.....,........... ,.. , ..: ,. ......... Discharge from d Small Construction Activities if are n ofnon c once identified above. azge Large an of any incidents - ompli ' • ♦s *s «r't 30 0 30 60 "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that OWNER/AUTHORIZED REPRESENTATIVE Date qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or Pons who manage the system, or those persons directly n ible o a re s for therm the information the information su bnutted is to the best of m knowledge and befief, accurate and complete. I am aware that there are significant ficant � gathering Y g ,tom > P � penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." m GRAPHIC SCALE I Nit � 1 ITI I C ` /cc IT� t ame(ResponsibleAuthoty) Date =30 c ■ ■ ■ a . •• i • • 1 COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. RECEIM JAN 50 2000 Hawkins Construction, Inc. Information. Q MENTS SHOWN HEREON. AGREE TO COMPLY WITH THE 06.0412 I HAVE REVIEWED THIS PL AND PROJECT NO' 2O Inspector RE UIRE DATE: 08/17/07 Name Qualification Date NORM The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for Stormwater ......... ...:.............. ..................:........ ......:..:....:..:.:.:.. :...:.. ,:: ....: :. ,.,: _. ......,.. . ...........:...,...,.........:. ..,.,,.,. .., .,.....,........... ,.. , ..: ,. ......... Discharge from d Small Construction Activities if are n ofnon c once identified above. azge Large an of any incidents - ompli ' • ♦s *s «r't 30 0 30 60 "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that OWNER/AUTHORIZED REPRESENTATIVE Date qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or Pons who manage the system, or those persons directly n ible o a re s for therm the information the information su bnutted is to the best of m knowledge and befief, accurate and complete. I am aware that there are significant ficant � gathering Y g ,tom > P � penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." m GRAPHIC SCALE I Nit � 1 ITI I C ` /cc IT� t ame(ResponsibleAuthoty) Date =30 c ■ ■ ■ F u u E E Q ■ ■ E UNDISTURBED EARTH \ / SLOPE - 2:1 MIN /.. OR SHORING w �• ' ',COMPACTED BACKFILL - SEE COMPOSITE UTILITY ' D " +24" MAX , PLAN, UTILITY SPECIFICATIONS AND PROFILE PLANS UTILITY SERVICE LATERAL ` 90' NOTE NOTE 1 DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL BE AS REQUIRED TO REACH SUITABLE FOUNDATION AND SHALL BE IN ACCORDANCE WITH ASTM D -2321 (D TRENCH TRENCH DETAIL NTS DRG010.DWG t ■ EROSION CONTROL NOTES ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONAL CHANGES. I 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION, 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY LINE. 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT'OR OTHER DEBRIS INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O.T. INDEX NO. 233. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NECESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. D. MATERIALS STORM) 1. REINFORCED CONCRETE PIPE (RCP): 0 -RING PIPE SHALL CONFORM TO ASTM C 76 (CLASS III, UNLESS OTHERWISE SPECIFIED) AND AASHTO M 170 STANDARD SPECIFICATIONS, AND ASTM C 443 STANDARD SPECIFICATION FOR JOINTS FOR RCP USING RUBBER GASKETS. 2. ELLIPTICAL RCP SHALL CONFORM TO ASTM C 507 (CLASS III) AND AASHTO M 207 STANDARD SPECIFICATIONS. 3. HDPE PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF AASHTO M -25 (3" -10 "), M -294 (12" AND LARGER), TYPE S (CORRUGATED OUTSIDE - SMOOTH INSIDE, 4 " -60 "), AND MP7 (60" TYPE S). A. BELL /SPIGOT GASKET FOR HDPE PIPE SHALL BE SOIL /SILT TIGHT PER AASHTO SECTION 26 WITH RUBBER GASKET MEETING ASTM F -477. 4. PVC STORM SEWER PIPE (12" OR LESS) AND FITTINGS SHALL BE NON- PRESSURE POLYVINYL CHLORIDE PIPE (PVC) CONFORMING TO ASTM D 3034, SDR 26, WITH PUSH -ON RUBBER GASKET JOINTS. ■ 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645.5008 FX 407.629.9124 I SEAL: STUART ANDERSON, P.E. FL. REG. #60848 t CONSULTANT: REVISIONS: NO. DATE REMARKS i r C3.2.DWG 5/8 " =1' -®" ANTMIL C3.2.DWG 5/8 " =1' -0" FRAMEL -4 • 1 • 1 C3.2.DWG 5/8 " =1' -®" ANTMIL C3.2.DWG 5/8 " =1' -0" FRAMEL u ■ F-1 Ll CONCRETE CURB (TYP iCAL ) I @ t fit <I It, 1. I _21 I ■ 0 OVERHEAD ELECTRIC LINES (TVPI -Ai NC 1= 1 A _F T WE D A S P H A L, T C,014(1-, CURB (TYPICAL) IyI BOTTOM 2:81 11 F O BANK S890,38',31 "E 247.54' j 13,5 27 (TYP.) 101, TOP OF SANK F I Of I 1�' "j. LLJ �Rh 77,5" f, IN 'un 12- It 14' m s" '111, k V) _j 71 A S P H A L T 20 27,5' t- 28 " J, kk) 10, _ - 20' X 20' SIGHT VISIBILITY TRIANGLE LIGHT POLE T 2 I YPI CAL N 22 22 IoI 21 LIGHT POLE 9 L2J2 \U8 ICA 26 22 a °"- A- 25 a (TYP.) 14 r 2 _T 18 1 22] /E 14 3 5. rQ 2 2 18 jg, PARCEL: 172916E DI R1 8 CLANT 10 it R10 11 � 1� , (TYPICAL) C/o uLor 16 IC METE x 6 400 IN 15TH R242.42' g !It A S H A L T CO E 1%,I AUS iIN TX 7,1 ELECTRIC I ANSFORMER PROPERTY USE- ON' CONCRE E PAD T (RESTALI RAN' 28 c1t 27 Ii 27 R2 t 4 TYP. U F r T_ it �7 CONC. PAD 2 18 'n" Eli 4P U 10,5' 10 24 A/C UNiTS, ELECTRIC PA (TYP 14 - ------- -- 717 N TRAFFIC S�GN (NO ACCESS) -YPICAL) 0 7� m V --t-d 10 U. 14 (TYP.) cn" u PARCEL "D" 13 2 18 W 12' WOOD DECK WITH STA'RS R10' Lp ir<l =4 88.56' 1 7. n ONE STORY WOOD FRAME [114 TIE Q il iLD q FFE=39,48 I � � , . _ �n f 0 1 1 10 _t 0 00 0 30 0 6 #27- 0 R RS Al V) "JOE'S CRAB SHACK` < 28 c� ED f t NO 8) > ED 4200 S.F. uj il I 11 - 0 i r RS 1�2 Gj 7it. /-RRE S��RINKLER CONTROL __j < c'n Z 27 G BA` K 800 SF BRICK FUTURE Q 0 F_ PAVERS PARCEL "C" 20' rri u M 13 EXPANSION 1 —0- w /— ACRES 0 1,567 + < LJJ >- (68,249 SQUARE FEET T 20' 3: CV r-'-T --------------------- Lr---j < u- WOOD RAMP 0 ELJ7CTRIC BOX 10 It BRZt 12.12 ------------- t CL PAVERS (TYP.) (TYP.) 1t \ 1 (9) - 88.65' GAS VALVE 241 -------- --- w & BLDG. TIE 10.82�_ CONC, WALK EXIT CONC, 19 10' 14 f a I L BUFFE R Vr CL gil F 15 ' 4%. BRICK ' PA'�VERS R20 4 FIRE HYDRANT WATER VALVE 7 REC. REBAR (NO ID.) (D 12 16 17 OD CONC, R44' 22 PALM TREE BE RELOCATED. 14 (TYP-) BRICK u�r 1 8 600 B I - m 10 PAVERS 13 2 5' 12' 10' rn 15 R25 it ------- 101 A S P H A L T 10 Ar BRICK PAVERS 2 27 7 ls� TRAFFIC SIG1fQ TYP. (TYP-) REC. REBAR (NO ID.) BOX J -0 7 SPACES @ 10, 70' (A PEDESTRIAPT"i d -\N CROSSING SIGNAL. - 11 r ;�p 5 -7-, UTILITY POLE 'A111H GYE VVIRE ANCHOR 477 "A4- tj 2] m kf, "P, gk CNm 0, 1E BENCI-111,AA!,RK/ Si ru F.D,0J. Ti - 53a!l_- _ fKlDl "I COTC. �AC ',Af`N 27 P.) Ww ------------ 20 8 -NIJI - IT 7:- ------------ J,11 -BLDG-,-TI Vil-if-i BRASS DISC COIN'C� 11VALK ELEVATIONN, 41 130 40 PL tt -TELE HONE RISER (TYPICAL) 28 86*50 7.89' PLS 3612 REC. 4"x4" CONC . MENT BACK--FLOW PREVENTOR PLS 3612 CURB INl ET (TYPICAQ A S P H A L T THROAT= OVERHEAD TRAFFIC" &GNAL LINES-1�" (INVERTS INACCESSIBLE) (2) %,VATER METERS TRAFFIC SIGNAL COX (TYPICAL) (TYPICAL) A S P H A L T LTRAFFIC SIGNAL POLE GULF TO BAY BOULEVARD CS.R. 60) (RIGHT OF WAY WIDTH VARIES) ■ i ■ ■ i ■ — -------- - — -- --- 5 4" THICK CONCRETE- SIDEWALK SECTION HAND RAIL PER/FBC 2004 11-4.8.5 TYPICAL BOTH SIDES P21 SEE HAND RAIL DETAIL F C 0- PI A rk I IN �I� uj w INTERPLAM = � T_ 0 V) 3' DETECTABLE WARNING :----gn Fil 30" STOP SIGN (R1-1) — (REFER TO DETAIL VIEW PLAN na `MONOLITHIC CONCRETE HANDICAP RAMP (3000 PSI) PICTORIAL VIEW NOTE 1: REFERENCE FDOT INDEX 304, PAGE 1, GENERAL AND DESIGN NOTES FOR RAMPS IN R.O.W, NOTE 2: CONSTRUCT RAMP TO LEAST POSSIBLE SLOPE (MAX = 1:12). CROSS SLOPE OF RAMP AND LANDING SHALL NOT EXCEED 1:50. NOTE 3: RAMP GREATER THAN A 6" RISE REQUIRES HANDRAILS. NOTE: RAMPS MAY NOT RISE MORE THEN 30" VERTICALLY FOR ADDITIONAL RAMPS A 5'X5' LEVEL BETWEEN RAMPS LANDING IS REQUIRED WITH 72" LANDING AT THE BOTTON OF THE RAMP LOWEST. HANDICAP RAMP & HANDRAIL 3000 PSI (MIN.) CONCRETE EXISTING CURB EXISTING STOP SIGN PROPOSED ASPHALT PAVING C1. A3 PROPOSED SIDEWALK RAMP \Q 3 12 F 26] EXISTING 9'X18' PARKING SPACES TO REMAIN. F 27 EXISTING TREES TO REMAIN. F- CONTRACTOR TO FIELD VERIFY THAT SIDEWALK IS ADA AND CITY OF 28] CLEARWATER CODE COMPLIANT. 2% MAX CROSS-SLOPE AND 5% MAX SLOPE ALONG PATH OF TRAVEL. SAW CUT AND REPLACE AREAS OF NON-COMPLIANCE. ZL CONCRETE PAVEMENT A3 - ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. - 1/4" TYPE III ASPHALT OVERLAY TO BE APPLIED TO EXISTING AND PROPOSED ASPHALT, REFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION M SITE-SPECIFIC NOTES AND REQUIREMENTS. SITE DATA m 61 (MAX SPACING, CENTER TO CENTER} EXISTING SITE AREA 68,249 SF 1.57 AC Ea EQ. IMPERVIOUS � PAVEMENT/SIDEWALKS 39,942 SF 51 7o 67 5572 % BUILDING , SF 8 % OPEN SPACE (GREEN) 22,735 SF 33 % F PROPOSED SITE AREA 68,249 SF 1.57 AC CRV pAt2 _/ jF 37,096 SF SCHEDULE WALL ROUND TUBE PAVEMENT/SIDEWALKS 51 % 60 % IMPERVIOUS BUILDING 4,200 SF 6 % RAIL EXPANSION JOINTS OPEN SPACE (GREEN) 26,953 SF 40 % TO BE LOCATED ) IN PANEL BASEPLATES PER ABOVE STRUCTURE A-EINDEX 870 EXPANSION JOINTS (TYP} OPEN SPACE IN VUA P. EXISTING 19.9% MVALX. PROPOSED 18,3% FLOOR AREA RATIO 4,200 SF/68,249 SF 6.1% ZONING COMMERCIAL (C) BUILDING HEIGHT MAX. ALLOWED PROPOSED 35 FT 26 FT (1 STORY) BUILDING SETBACKS REQUIRED PROVIDED FRONT (SOUTH) 25 FT 80.30 FT A5 SIDE �WEST) 25 FT 57.50 FT SIDE EAST) 10 FT 88.56 FT REAR (NORTH) 10 FT 155.20 FT LANDSCAPE BUFFER 2 HANDRAILS NTS FRONT (SOUTH) 15 FT 15 FT RAMP013.DWG SIDE �WEST) 10 FT 10 FT SIDE EAST) 10 FT 10 FT REAR (NORTH) 35 FT 32.90 FT PARKING REQUIRED PARKING FORMULA 4,200 SF X (5 SPACES 1000 SF) = 21 SPACES PARKING PROVIDED REVISIONS: NO. DATE REMARKS 1 10/05/07 CITY COMMENTS 2 01/24/08 CITY COMMENTS 3 04/15/08 Q.C. REVIEW 4 07/24/08 RFI #11 5 08/14/08 CITY COMMENTS PI A rk I IN c� CL SITE DESIGN NOTES INTERPLAM LA CHECKED: T_ 0 T c DIRECTIONAL ARROW O(Typ) ARCHITECTURE Fil 30" STOP SIGN (R1-1) ENGINEERING 5/1 F3] 24" WIDE WHITE STOP BAR (TYP.) INTERIOR DESIGN F±1 NOT USEDA PROJECT MANAGEMENT F5 I HANDICAP SIGN (b AA 003420 F61 8 HANDICAP PAVEMENT SYMBOLS CA 8660 El WHEEL STOP(2 SPACES) • Ifl MATCH EXISTING CURB 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 Ifl TRANSFORMER PAD PH 407,645,5008 F1 61 TYPE "F" CURB & GUTTER a (TYP) FX 407,629.9124 CONCRETE SIDEWALK SEAL' Efl MONOLITHIC CURB AND SIDEWALK �(Typ) PAVEMENT STRIPING (4" WHITE) (TYP) U, m' p : , • 'ki, 0 TO BE APPLIED AFTER 1/4" OVERLAY Z -111 0 :C-n EXISTING ASPHALT PAVING F1-51 MONUMENT SIGNAGE .� ec /�7 °R <' EXISTING FIRE HYDRANT STUART P.E. CROSSWALK STRIPING FL. REG. 6 4 "DO NOT ENTER" SIGN (R5-1) 112 v 13'\ CONSULTANT: P 20 291 HANDRAILS 1 2 ci ci 5 =INCL OSU RE EXISTING CURB EXISTING STOP SIGN PROPOSED ASPHALT PAVING C1. A3 PROPOSED SIDEWALK RAMP \Q 3 12 F 26] EXISTING 9'X18' PARKING SPACES TO REMAIN. F 27 EXISTING TREES TO REMAIN. F- CONTRACTOR TO FIELD VERIFY THAT SIDEWALK IS ADA AND CITY OF 28] CLEARWATER CODE COMPLIANT. 2% MAX CROSS-SLOPE AND 5% MAX SLOPE ALONG PATH OF TRAVEL. SAW CUT AND REPLACE AREAS OF NON-COMPLIANCE. ZL CONCRETE PAVEMENT A3 - ALL TRAFFIC CONTROL SIGNAGE SHALL CONFORM TO "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION. - 1/4" TYPE III ASPHALT OVERLAY TO BE APPLIED TO EXISTING AND PROPOSED ASPHALT, REFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION M SITE-SPECIFIC NOTES AND REQUIREMENTS. SITE DATA m 61 (MAX SPACING, CENTER TO CENTER} EXISTING SITE AREA 68,249 SF 1.57 AC Ea EQ. IMPERVIOUS � PAVEMENT/SIDEWALKS 39,942 SF 51 7o 67 5572 % BUILDING , SF 8 % OPEN SPACE (GREEN) 22,735 SF 33 % F PROPOSED SITE AREA 68,249 SF 1.57 AC CRV pAt2 _/ jF 37,096 SF SCHEDULE WALL ROUND TUBE PAVEMENT/SIDEWALKS 51 % 60 % IMPERVIOUS BUILDING 4,200 SF 6 % RAIL EXPANSION JOINTS OPEN SPACE (GREEN) 26,953 SF 40 % TO BE LOCATED ) IN PANEL BASEPLATES PER ABOVE STRUCTURE A-EINDEX 870 EXPANSION JOINTS (TYP} OPEN SPACE IN VUA P. EXISTING 19.9% MVALX. PROPOSED 18,3% FLOOR AREA RATIO 4,200 SF/68,249 SF 6.1% ZONING COMMERCIAL (C) BUILDING HEIGHT MAX. ALLOWED PROPOSED 35 FT 26 FT (1 STORY) BUILDING SETBACKS REQUIRED PROVIDED FRONT (SOUTH) 25 FT 80.30 FT A5 SIDE �WEST) 25 FT 57.50 FT SIDE EAST) 10 FT 88.56 FT REAR (NORTH) 10 FT 155.20 FT LANDSCAPE BUFFER 2 HANDRAILS NTS FRONT (SOUTH) 15 FT 15 FT RAMP013.DWG SIDE �WEST) 10 FT 10 FT SIDE EAST) 10 FT 10 FT REAR (NORTH) 35 FT 32.90 FT PARKING REQUIRED PARKING FORMULA 4,200 SF X (5 SPACES 1000 SF) = 21 SPACES PARKING PROVIDED REVISIONS: NO. DATE REMARKS 1 10/05/07 CITY COMMENTS 2 01/24/08 CITY COMMENTS 3 04/15/08 Q.C. REVIEW 4 07/24/08 RFI #11 5 08/14/08 CITY COMMENTS COPYRIGHT @ 2007 INTERPLAN LLC RE VES COPYRIGHT HTS RESTRICTING DOC ENTS REGULAR 46 TO THE OR R ITE OR HANDICAP 2 PURPOS H THEYVVER . TOTAL 48 PRE TI NS, 0 do,�_ • 1— . __ . __ ' 1 SITE DIMENSION PI A rk I IN c� CL LA CHECKED: T_ 0 T c IM LL r, c MODIFIED: 08/14/08 11:32:16 J:\F\FIFTHTHIRDBANK\2006.0412\06.0412ClHANDRAILPLAN(08-14-eil.6WG 5/1 P-i0TTFn- 04/95/08 10-54.11 i-\F-\FIF'THTHIRnRANK\7026614',9\AM419('Ir)W(' 5 /R'=1*-0' Mt('.HFR • COPYRIGHT @ 2007 INTERPLAN LLC RE VES COPYRIGHT HTS RESTRICTING DOC ENTS REGULAR 46 TO THE OR R ITE OR HANDICAP 2 PURPOS H THEYVVER . TOTAL 48 PRE TI NS, 0 do,�_ • 1— . __ . __ ' 1 SITE DIMENSION PI A rk I IN c� CL LA CHECKED: T_ 0 T c IM LL r, c MODIFIED: 08/14/08 11:32:16 J:\F\FIFTHTHIRDBANK\2006.0412\06.0412ClHANDRAILPLAN(08-14-eil.6WG 5/1 P-i0TTFn- 04/95/08 10-54.11 i-\F-\FIF'THTHIRnRANK\7026614',9\AM419('Ir)W(' 5 /R'=1*-0' Mt('.HFR L F-I 1.1 IRB �NLT WITH MANHOLE MITERED END SECTION RIM=39.93 INV=34.56 W INV=35,27 S INV= ' 35,48 E INV=35.29 D N CONCRETE CURB (TYPICAL) _j < RV I J WE L it RV I I V) NA 4 111 1 I 1 11 1 1 RIG CONTROL < i I ELECTl \000NTROL BI TE \ L �\�ff�RIGATION' TE \PHONE M/ REUSE WATER VALVE I (TYPICAL) ZoIll t1 t tt I tI I I It t it REC. 4"x4" CONC. MONUMENT PLS 3612 REUSE WATER I`,4'c-'ER s l' Y tr A S P H A L T 0 UNDERGROUND 4'i,ATER LINE MARKER ll cp LIGHT POLE (TYPICAL) 'v o t I L�y ILL, 2 C�l C Ln (0 in t co !;- x t < J "J?- 0 F— < 0_ Lf �? LLLitLu Q. Ld 0 0 0Y CL TRAFFIC; SfGN (T','---, i C �._) — — — — — — — — -- CURB INLET WIT:-; 1',1ANHOLE RIM=39.87 V! I NV=36.14 N INV=35,97 S'j`:__ BENCHMARK FJ10�T, "BM-6" A, x"' 'CONC, MONUMENT H BRASS DISC LE/ATION: 41130 A I- '!,N'D.T-"RGR'_'JND WATER =VINE �11`,- �DERGROUND GAS LINE Ci= R E., (TYPIC STORMWATER CONTROL STRUCTURE GRATE=37.71 WEIR=37.38 SE INV=32.80 N 0 T ■ ! ■ OVERHEAD ELECTRIC LINES (TYPICAL) P L A T T E D - - - - - - - - - - - - - — - - - - - - - - - - - - — - - - - - - - - - - - - - — - - - - - -I 'OM .�A N K S8 31 J)E 247.54' BANK TOP 01' UNABLE TO LOCATE HER END OF PIPE a C' A KtIT A MV kA A KILInt 17 'xf�7 OVERHEAD TRAFF!i'_" S"GNAL LINES (INVERTS INACCESSIBLE) TRAFFIC SIGNAL BOX (TYPICAL) (_x, A L T TRAFFIC SIGNAL POLE GULF TO BAY BOULEVARD (S. (RIGHT OF WAY WIDTH VARIES) CONC. CURB (TYPICAL) tdd 4f JJ A A S P H A L T PARCEL: 172916000002400600 GLENBOROUGH PARK PLACE LLC %----- - - - -_- 400 S EL CAMINO REAL SUITE 1100 SAN MATEO CA 94403 PROPERTY USE: COMMERCIAL ( -Q}SITE BENCHMARK OFFICE BUILDING) REC. NAIL & DISC LB 2610 ELEVATION: 37.25 ------------------------- r- ------- j___ A - S - P - H - A L T -------------------------- -------------------------- STORM INLET GRATE=35.58 W INV=3214 E INV=32,01 UNABLE TO LOCATE OTHER END OF PIPE SANITARY MANHOLE RM=36'82 T' :R�r-_ LIGHT POLE W -31 63____ ____ ______ ---------------------------- IN _V -- E IN V=3j _ 60 SW I N V_ 31 .6 4 CONC. ORLANDO, FLORIDA 32810 PAD PH 407.645.5008 PARCEL: 172916663730000040 CLANT INC (TYPICAL) C/O DELOITTE TAX 400 W 15TH ST #1700 AUSTIN TX 78701-1678 NISFORMER PROPERTY USE: COMMERCIAL PAD (RESTAURANT /CAFETERIA) A/C UNITS, ELECTRIC PANELS, ETC. (NO ACCESS) — r-- WOOD RAMP -------------------- GAS VALVE _j L------- - - - - -- CONC. WALK DOUBLE GATE VALVE AUTOMATIC SPRINKLER CONTROL FIRE HYDRANT & WATER VALVE UNDERGROUND TELEPHONE MARKER ,,- (TYPICAL) A S P H AL T `- STORM INLET GRATE=35.59 W INV=32.53 REC. REBAR (NO ID.) --------------------- FUTILITY POLE WITH GYE WIRE ANCHORS -- - - - - - - - - - - — - m CONC. WALK N86*50135)?W 27-892 REC. 4"x4" CONC. MONUMENT PLS 3612 A S P H A L T SANITARY MANHOLE RIM=36.91 (INVERTS INACCESSIBLE DUE TO HEAVY TRAFFIC) ■ ■ ■ NORTH 2e 0 20 40 W-R&EI I� 20- I ft!�_l Isom 120�0__ GRAPHIC SCALE 1" = 20' ■ SITE UTILITY NOTES C.O. @ INV. = 36.53 CONNECT TO BUILDING - SEE ARCH. PLANS 35 LF - 6" PVC @ 1 % SLOPE (TYP•) OC.O. (TYP.) INV. = 36.18 54 LF - 6" PVC @ 1% SLOPE C.O. INV. = 35.64 43 LF - 6" PVC @ 1% SLOPE C.O. INV. = 35.21 0 36 LF - 6" PVC @ 1% SLOPE OEXISTING SANITARY MANHOLE RIM ELEV = 38.88 INV ELEV (W) = 32.87 (EXISTING) INV ELEV (E) = 32.82 (EXISTING) INV ELEV (S) = 34.85 (NEW CONNECTION) CONTRACTOR SHALL COORDINATE UNDERGROUND ELECTRICAL SERVICE WITH PROGRESS ENERGY FOR CONDUIT SIZE, CONNECTION POINT AND APPROVED TRANSFORMER LOCATION. UNDERGROUND ELECTRIC LINE FROM TRANSFORMER TO BUILDING TO BE ENCASED IN CONCRETE (SEE ARCH PLANS). CONTRACTOR SHALL COORDINATE UNDERGROUND TELEPHONE SERVICE WITH VERIZON FOR CONDUIT SIZE, CONNECTION POINT. EXISTING FIRE HYDRANT EXISTING LIGHT POLE EXISTING 6" FIRE LINE 19 -6' CONTRACTOR TO COORDINATE WITH VERIZON FOR POSSIBLE REMOVAL OR RELOCATION OF UNDERGROUND TELEPHONE LINE CONTRACTOR TO COORDINATE WITH PROGRESS ENERGY FOR POSSIBLE REMOVAL OR RELOCATION OF UNDERGROUND ELECTRICAL LINE CONTRACTOR TO COORDINATE WITH CLEARWATER GAS SYATEM FOR POSSIBLE REMOVAL OR RELOCATION OF UNDERGROUND GAS LINE TRANSFORMER THE CONTRACTOR IS TO COORDINATE THE RELOCATION OR ■ REMOVAL OF ALL OVERHEAD/UNDERGROUND UTILITIES, UTILITY POLES, LIGHTS AND LINES IN THE RIGHT-OF-WAY AND ON THE PROPERTY WITH THE APPROPRIATE SERVICE PROVIDER. 1 - 1/2" PE WATER SERVICE ' A2 CONNECT TO EXISTING WATER METER AND 22 CONNECT BACKFLOW PREV ENTER REFER TO SHEET CV FOR GENERAL NOTES, SPECIFICATIONS, AND LEGENDS, IN ADDITION TO SITE-SPECIFIC NOTES AND REQUIREMENTS. IN BURIED UTILITIES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCATION BASED UPON INFORMATION OBTAINED FROM UTILITY COMPANIES AND FIELD EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE WHICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATEONE. 0 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACILITIES PRIOR TO EXCAVATION OPERATIONS. j CALL BEFORE YOU DIG... 1-800-432-4770 UTILITIES PROTECTION CENTER IT'S THE LAW ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407,629.9124 SEAL: • Ij- 0 uj U, S 648 ■ i CONSULTANT: REVISIONS: NO. DATE REMARKS 1 10/05/07 CITY COMMENTS 2 01/24/08 CITY COMMENTS COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006,0412 DATE: 08/17/07 COY? SITE UTILITY PLAN CHECKED: 155o," Z' MOD[ FI ED: 02/08/08 13:29:13 J:\F\FIFTHTHIRDBANK\2006.0412\060412C2.DWG 5/8'=1' -0" JEYCUA PLOTTED: 08/13/07 13:05:58 J:\A-J\FIFTHTHIRDBANK\2006.0412\060412C2.DY;G 5/8"=I'-0" FRAMEL • COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006,0412 DATE: 08/17/07 COY? SITE UTILITY PLAN CHECKED: 155o," Z' MOD[ FI ED: 02/08/08 13:29:13 J:\F\FIFTHTHIRDBANK\2006.0412\060412C2.DWG 5/8'=1' -0" JEYCUA PLOTTED: 08/13/07 13:05:58 J:\A-J\FIFTHTHIRDBANK\2006.0412\060412C2.DY;G 5/8"=I'-0" FRAMEL I- I I m CURB i.NILET WITH MANHOLE CONCRETE CURB RV REC.4"x4 CONC.'^ PLS 3612 A S p H A L T UNDERGROUND WATER UNEMARKER LIGHT POLE (T'fP|Q\L) TRAFRCSICN E iNV=38,05 — — — — — — — — --�� CURB INLET v8TH MANHOLE R|W=J9.O7 vY |NV=3814 N 1wY=35.97- El, If '. */ Po > ul o LLJ m �) �< ' =u c, 0+ L.l >- u ' W|TERB} END SECTION cSiTE —/ CONC. MONUMENT MTH BRASS DISC ELEVATION: 41,130 UARK UINDERGROUND WATER LINE MARKE�S (TYPICAL) UNDERGROUND GAS LINE M"'RKERS (TY ICAL) J A 8 P H A L T - DRAINAGE STRUCTURE TABLE OVERHEAD ELECTRIC LINES (TYPICAL) EXISTING INLET TYPE "C" CONC. CURB (TYPICAL) STORMWATER INLET GRATE ELEV. = 38.04 EEXISTING INLET TYPE "C" STORMWATER INLET PARCEL: 172916000002400600 GLENBOROUGH PARK PLACE LLC A GRATE ELEV. = 35.58 aZ 400 S EL CAMINO REAL SUITE 1100 4�1 PROPERTY USE: COMMERCIAL (OFFICE BUILDING) 3] EXISTING 15" R.C.P. @ 0.8% V) lj�-SITE BENCHMARK F REC. NAIL & DISC LB 2610 ELEVATION: 37 25 HANDICAP ZONE & CROSSWALK - MAX. 2.0% SLOPE IN ANY 7 %K 10" HDPE DOWN-SPOUT DRAIN 1E COLLECTOR PIPE @ -.~ � UNABLE To CATE 8] -------------------------- �D 6.5, STORM INLET 19 LF - 10" HDPE DOWN-SPOUT DRAIN OTHER END OF PIPE C.O. cp SANITARY MANHOLE X11p LIGHT POLE RIM=36,82 ___________________________ 136 SW INV=31.64 Ell COLLECTOR PIPE @ .05% SLOPE M. G. 75 LF - 10" HDPE DOWN-SPOUT DRAIN 3 35 CONC. COLLECTOR PIPE @ .05% SLOPE PAD PARCEL: 172916663730000040 - C.O. CLANT INC 14] ELECTRIC METER (TYPICAL) C/O DELOITTE TAX F INV. = 34.13 xx - x 400 W 15TH ST #1700 A S H A L T AUSTIN TX 78701-1678 65 LF - 10" HDPE DOWN-SPOUT DRAIN ELECTRIC TF NSFORMER PROPERTY USE: AL Fl-51 COLLECTOR PIPE @ .05% SLOPE - ' ` x Fl-61 \ � COLLECTOR PIPE @ | .05% SLOPE � UNITS, ELECTRIC uw|T ELECTn|C P4NE� ETC | (NO ACCESS) Lo 53 LF - 10" HDPE DOWN-SPOUT DRAIN 0 COLLECTOR PIPE @ .05% SLOPE � = IRRIGATION CONTROL VALVE INV. 34.20 p ` 1 PARCEL "D^ 38*2 39.05 F2�3 EXISTING PAVEMENT AREA 0 REMAIN & OVERLAYER 1/4" ASPHALT y~ \ ` !z~ m . r WOOD � F�� | / �2| NEW PAVEMENT AREA ' T - ONE STORY WOOD FRAME NOTE: co #2730 | `_� CONTRACTOR SHALL FIELD VERIFY LOCATION, INVERT ELEVATION, ' JOE'S MATERIALS AND PIPE SIZE BEFORE CONSTRUCTION BEGINS. CONTRACTOR SHALL BEGIN EJDRMYAJER PIPING CONSTRUCTION AT co THE POINT OF CONNECTION OF EXISTING STORMWAJER SYSTEM. / ALL RCP PIPE SHALL BE CLASS lll UNLESS OTHERWISE NOTED ON PLANS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURE'S r LATEST SPECIFICATIONS. � ~ 38.30' ALL PIPE JOINTS SHALL BE WRAPPED IN FILTER FABRIC WRAP. 15^ BELOW BASE MINIMUM PIP[ COVER, WOO RAMP , _ WHEN ANY ROOTS OR EXISTING TREE ARE ENCOUNTERED DURING LAND C R GRADING OF THE SITE, THE ROOTS MUST BE °- GAS ALVE CUT OFF EVENLY WITH CLEAN SHARP PRUNING TOOLS. THE '---` CONTRACTOR R SHALL MINIMIZE THE DAMAGE TO EXISTING TREE ROOT SYSTEMS. `-DOUBLE GATE VALVE ---AUTOMATIC SPRINKLER CONTROL `—RRE HYDRANT & WATER VALVE U � T STORM INLET ',—REC. REBAR /ND |O.\ UTILITY POLE NTH GYE WIRE ANCHORS � \ \_ - .��' / '~~-~ ~~`~~~`~~E`' R�.4��0�E� \ PL� 3G1� \ BACK-FLOW pLS 3612 `-CURB INLET '` A 5 P H A L T THROAT=37.61 \ (TYPICAL) L (INVERTS INACCESSIBLE) (2) WATER METERS -TRAFFIC SIGNAL BOX (TYPICAL) (TYPICAL) TRAFFIC SIGNAL POLE SANITARY MANHOLE GULF T�� BAY BOULEVARD ��l ��L-| { �� \ | ��L-�_ V��|\�� (S.R. �� ] - R|W=3O.g1 /F�|G��T {}F VVAY VNDTH VAR|ES\ / (INVERTS INACCESSIBLE uuc m nE*v, 'RAF,/C) PARCEL 172916165000000030 CLEARWATER MALL C/O EPROPERTY TAX PO BOX 4900 SCOTTSDALE AZ 85261-4900 PROPERTY USE: COMMERCIAL (COMMUNITY SHOPPING) BURIED UTILMES NOTE BURIED UTILITIES ARE SHOWN AT THEIR APPROXIMATE LOCA71ON BASED UPON INFORMATION OBTAINED FROM U11UTY COMPANIES AND FIELD. EVIDENCE. OTHER BURIED UTILITIES MIGHT EXIST ON THE SUBJECT SITE MICH ARE NOT SHOWN ON THIS DRAWING. USE EXTREME CAUTION. DURING EXCAVATION PROCEDURES AND CONTACT SUNSHINE STATEONE. 0 1-800-432-4770 FOR EXACT LOCATION OF BURIED FACIL111ES PRIOR TO EXCAVATION OPERATIONS. CALL BEFORE YOU DIG... UTILITIES PROTECTION CENTER IT'S THE LAW 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 328lO PH 407.645,6008 FX4O7.d2P.Pl24 U REVISIONS: NO. DATE REMARKS 1 10/05/07 COY COMMENTS �2 0l/24/08 COY COMMENTS . / a o m REFER TO SHEIET CV FOR GENERAL NOTES, COPYRIGHT@ 200 SPECIFICATIONS, AND LEGENDS, IN ADDrrION |NTERPLANLLCRESERVES TO SITE-SPECIFIC NOTES AND REQUIREMENTS. COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS T{] THE ORIGINAL SITE (JR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, C��E3�RASS|GN�E�0ARE | PROHIBITED. � PROJECT NO: 2006.0412 DATE: 08/17/07 I Com' 3 . ~ ` . ` ° O 1 OPTIONAL POST POSITI(1 "IC• FILTER FABRIC OW p T_R FABRIC ELEVATION 1 SILT FENCE \LOOSE SOIL PLACED BY SHOVEL AND LIGHTLY COMPACTED ALONG UPSTREAM FACE OF BALES. Efl SYNTHETIC BALES BACKED BY FENCE "t ti SILT FLOW EROSION CONTROL DETAILS 1 ■ ■ ■ MIN.2 STAKES PER BALE, 2 "x2" STAKES 1 1/2' TO 2' WIRE TIE IN GROUND r r t BALE TIES s 1 1 SECURELY BOUND BALES REQUIRED FOR DURABILITY ANCHORING SYNTHETIC BALES LOOSE SOIL PLACED BY _ SHOVEL AND LIGHTLY COMPACTED ALONG THE UPSTREAM EDGE OF BALES F� FLOW ' .7 \ \% \ \\ ELEVATION BARRIERS FOR SLOPES CURB INLET WITH MANHOLE MITERED END SECTION RIM-39.93 INV =34.56 °„? x oos W INV =35.27 x+y GRO n ' STOR "1 WATER CONTRC S INV =35.48 fig` +n n@ GRATE =37,71 E INV =35.29 "-,mac= ao' .yo- .� vtciR =37.38 xx 735 "gT `\ ,y@@ / ` xSy� 5E INV =32.80 eo CONCRETE CURB P ? ? 1« 1 (TYPICAL) r 9:� r'' k ( 1 \� t 3@ \ @y RV xa p q'° t ll IRRIG 0 TH ,-OVERHEAD ELECTRIC LINES (TYPICAL) L STRUCTURE a4' 1 N 0 T P L A T T E a �q n ny J A S P H A L T 3 t >,_ roro ? @a 0 i ■ ANCHOR SYNTHETIC BALES WITH 2 - 2" X 2" X 4' IDEWALK STAKES PER BALE. `J DITCH DITCH (j� _ DITCH CURB & GUTTER _ _ �fjljlljjlj►l �� -jllllillljljl._. COMPLETED INLET DITCH BOTTOM INLET INLET GRADE FILTER FABRIC �- INLET STRUCTURE URB & GUTTER PARTIAL INLET � EROSION CONTROL SOCK PROTECTION AROUND INLETS OR SIMILAR STRUCTURES ■ CONC. CURB (TYPICAL) REFER TO SHEET CV FOR GENERAL. NOTES, 19. Reinforced soil retain ng system @ 2. Earth es Vegetative buffer strip TO SITE - SPECIFIC NOTES AND REQUIREMENTS. TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) A 5 P H A L T ^7ti AREA (SF) (AC) AREA "(AC) AREA (AC) AREA (AC) AREA (AC) 68,249 68,249 0 41,252 26,997 1.57 � � I 0.95 PARCEL: 172916000002400500 q.°iy Q 9. Level spreaders I q ?ro °ry GLENBOROUGH PARK PLACE LLC •_, 11 400 S EL CAMINO REAL SUITE 1100 i TRAFFIC SIGN 1 e0m0y (TYPICAL) j 1 i 1` V� SAN MATEO CA 94403 a yn• ? ? PROPERTY USE: COMMERCIAL t x tt I SITE BENCHMARK (OFFICE BUILDING) I an i o.. by °yti \ELEC L ' 1= , , d y 1 n@ ?na® ! ! REC. NAIL & DISC LS 2610 7 35 tyy9 y yo ,q' x `e ELEVATION: 37.25 REUSE WATER VALVEl - -- 3 0 @� % I I 111 ros 9 ° ,� h / (TYPICAL} 4t o z La2610 xk i rog`t` ,q _ '•\ -t� 6� l f> Sg9g'31 "E x 247.54' t ronb ®. - - - - - - - - - - - - - - - -- ` UNABLE TO LOCATE i : lit Sqd#- - - - - - - _ - __ _ - - - - �. Rte. •`I' 6•¢l REC. 4'x4' CONC. MONUMENT PLS 3612 REUSE WATER METER \ \ A S P H A L T �@: UNDERGROUND WATER LINE MARK R LIGHT POLE (TYPICAL) DUMPS1ER AREA � a•_., 44 TOP OF B K \` OTHER END OF PIPE to 7 q ?° _ \` _ ?'g SANITARY HOLE t5' P5.5" ' +s' 9' ' °w �i,'^•f RIM =38.88 W INV =32.87 3g E INV =32.� UNABLE TO CATE J it7VC%t OTHER END 0 PIPE - - - - -__ ___ _ _ _ -- - -_ - -- _ _____ WL5" - - - - - - - - - A S P H A L T STORM INLET GRATE =35.58 @ 2s" f' W INV =32.14 e M 1 K ?b UNABLE TO LOCATE i y ® I d OTHER END OF PIPE I - ._•a °� @' ,� ®` nyg .',o a% RMt3582MANHOLE } M'ati - "� dop LIGHT POLE �`' -.---___ .- .- ------- ----- --- --- -- - --` - -- j 39 rl - 36> � C, �YPICAL) E INV= 1* sw INV =3L64 h 4-b* q y4 b. x •� x ?g+ x'� 'h 5610 "�@ CPAD ~ •,• _y @oh ?q PARCEL: 172916663730000040 CLANT INC 6.5 j n ELECTRIC ME (TYPICAL C/0 DELCNTTE TAX A S H A L T x4u° 400 W 15TH ST #1700 GRAD AUSTIN TX 78701 -1678 ELECTRIC TF ANSFORMER PROPERTY USE: COMMERCIAL itCONCRE E PAD (RESTAURANT /CAFETERIA) ®/ x ? .t� ,° *6 d LONG. PAD x la-A rod 4 f i ° q o. ® fi �y ®... L J g q@ es 1• I I I �"'.:•+..� ® e M ® 3g��.•.•.•.•.•.`.L.:� -�- n'� q: ro 31.00' Q" ELECTRIC x E ECTRIG ETC. (NO ACCESS ) @ sl* 1P ey o n \ • 47 ® - •,•wry • hq• ?y'@ O -9, 1rox �A• x P" ...... • ?m.. ?q'� IRRIGATION CONTROL VALVE PARCEL "D` ° 4 WOOD DECK WITH STAIRS x 1 1 x ? °4ro Q1 o ONE STORY WOOD FRAME GRADx, .5 FFE =39.4 8 to 9. 3 (2730 "JOE'S CRAB SH ACK' R 4,2 00 S. F. x�q' x^ FIRE SPRINKLER CONTROL t { BANK 00 SF roK @ `•U000� a 1 P RICK t 1 vim•• 4° i I SUTURE �{ n' bi Qa a m t3'�ro_._. fu? @k 1to� 3�^ oa ? _q @x PARCEL r Cr, I PANSIOC� o l �y xg 38.30" `a 'c� W r * @� x G G-,e - ia' U I ?q. 1.567 +/- ACRES I X? n a. (68,249 SQUARE FEET) ?= ryq P n . GV x--- L, ; ER CTRIC BOX tt i, n F.F.E. = 40.03 x ,q° yA _ Vd0- RAtv1P - -- P 11 && 'o @ h y PAVE p g �T @ ( ro I q GAS ALVE qy \ 't.' --7 •0 CO_r_® ht ? ? @6CONC_ . WALK 3i N gg 3 1 Q .. � � DOUBLE GATE VALVE CL AUTOMATIC SPRINKLER CONTRO BRICK 1I v I t 'n STORM INLET PAVERS I1 * tP� GRATE =3$.04 �' ?@ "q •':. x: N',w "aA'�Y. °: c .•,a •T. +�`'q {An 12° I E INV =34,09 K ® o' 9e tte�, ,@ P' 1 FIRE HYDRANT & WATER VALVE hgREC• REBAR (NOV ID. I I I ,, @ . ��YYY ?'' _ _ eP _ @ x,a• .�� x,@ Igo CONC.,o� x ?� 1 I 1 \ q .,.J(r• ^,�°,4�y� � 1 ,@• 4e ,�oj •y � ?. n 6 ,@' �; = = 3 �. ._- �.. �._ - a 4�1 ?a ? °7@ E1 BRICK '� ,• 4 \ ?@@ 5 k , @�� ' - - is a ,q= = ¢ _ - op q° @+ A PAVER tt ,, it x x �� - J L - _,I,,- I °q.___�A ,o•j` g• @h `� H A L T STORM INLET ___x °• GONG. x� f I 6.s GRATE =35.59 AO PA 'VERS Q@ arm. 1t 1` poC [3O�" \� ) r7' ePp 3 W INV =32.53 R I. 40 1 t ` q> M rsbf+1 TRAFFIC S!'uNALa° BOX x� \` y \r � - - - - s ' REC, REBAR (NO ID.) )SSING SICh;AI t eo °a• ° \ ? ` - oy y" q• ? °6 @ , ° h @v _x___ t4' 4' von----- - -y ®\ '4 p, b •% 36.i4 UTILITY POLE WITH GYE WRE ANCHORS CONC cri SITE BENCHMARK - °� -or _._? « \ 40° A --, _ 4 F.D.O.T. "BM -6" ," , °. 39 @ ? c 6 4i - - -- -- `p- - _ __ _ _ ,� g1y - i a ,@° ° us cos -' `� v - - - -oc,� - - r-� - `- 'r�' _ °° oy _ 4 °x4'° CONC. MONUMENT y @ '- 'qo"�T °�--- - - WTH BRASS DISC @ o "$ r o, x x x10 ° �n @ _ w 5 - - - w 4�@ j_ E,9 ' TELEPHONE RISEI)�TYPICAL) Q,@ ,be .�5�'• @'° , N86'S0 35 W 27.89' ° UNDERGROUND WATER LINE MARKERS (TYPICAL) {J ?,4r ? ! 7 LSE j4' -2�ER 70.4 REC. 4°x4' CONC. MONUMENT UNDERGROUND GAS LINE MARKERS (TYPICAL }_d - CURB NLET 1 BACK -FLOW PREVENTOtF 641LS 3612 A S P H A L T °??reR4 FRH FLS3612 THROA =37.61 (TYPICAL) OVEF;tEAD TRAFFIC SIGNAL LINES (INVERT INACCESSIBLE) (2) WATER METERS O TRAFFIC SIGNAL BOX CMI L) (TYPICAL) A S P H A L T TRAFFIC SIGNAL POLE aaoa GULF TO BAY BOULEVARD (S.R. 60) -SANITARY =36.9 MANHOLE CM4X3 PP.tA PL$36f2 RIM =36.91 (RIGHT OF WAY WIDTH VARIES) (INVERTS INACCESSIBLE DUE TO HEAVY TRAFFIC) PARCEL: 172916165000000030 CLEARWATER MALL SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 17 -29 -16 C/0 EPROPERTY TAX PO BOX 4900 SCOTTSDALE AZ 85261 -4900 NORTH PROPERTY USE: COMMERCIAL 589'46'01 'W (COMMUNITY SHOPPING) 30 0 30 60 GRAPHIC SCALE 11f =30' POLLUTION CONTROL NOTES ffyTEf�hLfa�l J ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. ARCHITECTURE 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL ENGINEERING CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO INTERIOR DESIGN AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONS OF SITE PROJECT MANAGEMENT PERMITS. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AA 003420 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE CA 8660 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION 933 LEE ROAD, FIRST FLOOR EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY ORLANDO, FLORIDA 32810 EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE PH 407.645.2810 INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. FX 407.629.9124 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY SEAL: Cl( DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. •. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION , �w BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. ? cv 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. " ' ° p,p p¢r 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM STUART` DE P.E. MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY FL. REG. 60 48 LINE. ■ ■ ■ ` 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT: INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O,T. INDEX NO, 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NEDESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES REVISIONS: WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. NO. DATE REMARKS 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OF 1 1 @/0507 CITY COMMENTS THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. 16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER ". 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH A NOTICE OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. D REFER TO SHEET CV FOR GENERAL. NOTES, 19. Reinforced soil retain ng system SPECIFICATIONS, AND LEGENDS, IN ADDITION 2. Earth es Vegetative buffer strip TO SITE - SPECIFIC NOTES AND REQUIREMENTS. TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA "(AC) AREA (AC) AREA (AC) AREA (AC) 68,249 68,249 0 41,252 26,997 1.57 1,57 0 0.95 0.62 9. Level spreaders I I b. KOCK outiet protection 111. Fjp-rap •_, 11 i TRAFFIC SIGN 1 e0m0y (TYPICAL) j 1 i 1` V� E INV =36.06 t x tt } p root }0 @ y py.l. ,°• 1 CURB INLET WITH MANHOLE �Q�i RIM =39.87 INV W =36.14 N INV =35.97 !' 1 a ®? 0 liy L tlt 'a t Q 0 Q K t�(�••�P/ y a° dt I g � 'K, zxwviz _I< t tt 1' N¢m ® =a n> t It @ro I DUMPS1ER AREA � a•_., 44 TOP OF B K \` OTHER END OF PIPE to 7 q ?° _ \` _ ?'g SANITARY HOLE t5' P5.5" ' +s' 9' ' °w �i,'^•f RIM =38.88 W INV =32.87 3g E INV =32.� UNABLE TO CATE J it7VC%t OTHER END 0 PIPE - - - - -__ ___ _ _ _ -- - -_ - -- _ _____ WL5" - - - - - - - - - A S P H A L T STORM INLET GRATE =35.58 @ 2s" f' W INV =32.14 e M 1 K ?b UNABLE TO LOCATE i y ® I d OTHER END OF PIPE I - ._•a °� @' ,� ®` nyg .',o a% RMt3582MANHOLE } M'ati - "� dop LIGHT POLE �`' -.---___ .- .- ------- ----- --- --- -- - --` - -- j 39 rl - 36> � C, �YPICAL) E INV= 1* sw INV =3L64 h 4-b* q y4 b. x •� x ?g+ x'� 'h 5610 "�@ CPAD ~ •,• _y @oh ?q PARCEL: 172916663730000040 CLANT INC 6.5 j n ELECTRIC ME (TYPICAL C/0 DELCNTTE TAX A S H A L T x4u° 400 W 15TH ST #1700 GRAD AUSTIN TX 78701 -1678 ELECTRIC TF ANSFORMER PROPERTY USE: COMMERCIAL itCONCRE E PAD (RESTAURANT /CAFETERIA) ®/ x ? .t� ,° *6 d LONG. PAD x la-A rod 4 f i ° q o. ® fi �y ®... L J g q@ es 1• I I I �"'.:•+..� ® e M ® 3g��.•.•.•.•.•.`.L.:� -�- n'� q: ro 31.00' Q" ELECTRIC x E ECTRIG ETC. (NO ACCESS ) @ sl* 1P ey o n \ • 47 ® - •,•wry • hq• ?y'@ O -9, 1rox �A• x P" ...... • ?m.. ?q'� IRRIGATION CONTROL VALVE PARCEL "D` ° 4 WOOD DECK WITH STAIRS x 1 1 x ? °4ro Q1 o ONE STORY WOOD FRAME GRADx, .5 FFE =39.4 8 to 9. 3 (2730 "JOE'S CRAB SH ACK' R 4,2 00 S. F. x�q' x^ FIRE SPRINKLER CONTROL t { BANK 00 SF roK @ `•U000� a 1 P RICK t 1 vim•• 4° i I SUTURE �{ n' bi Qa a m t3'�ro_._. fu? @k 1to� 3�^ oa ? _q @x PARCEL r Cr, I PANSIOC� o l �y xg 38.30" `a 'c� W r * @� x G G-,e - ia' U I ?q. 1.567 +/- ACRES I X? n a. (68,249 SQUARE FEET) ?= ryq P n . GV x--- L, ; ER CTRIC BOX tt i, n F.F.E. = 40.03 x ,q° yA _ Vd0- RAtv1P - -- P 11 && 'o @ h y PAVE p g �T @ ( ro I q GAS ALVE qy \ 't.' --7 •0 CO_r_® ht ? ? @6CONC_ . WALK 3i N gg 3 1 Q .. � � DOUBLE GATE VALVE CL AUTOMATIC SPRINKLER CONTRO BRICK 1I v I t 'n STORM INLET PAVERS I1 * tP� GRATE =3$.04 �' ?@ "q •':. x: N',w "aA'�Y. °: c .•,a •T. +�`'q {An 12° I E INV =34,09 K ® o' 9e tte�, ,@ P' 1 FIRE HYDRANT & WATER VALVE hgREC• REBAR (NOV ID. I I I ,, @ . ��YYY ?'' _ _ eP _ @ x,a• .�� x,@ Igo CONC.,o� x ?� 1 I 1 \ q .,.J(r• ^,�°,4�y� � 1 ,@• 4e ,�oj •y � ?. n 6 ,@' �; = = 3 �. ._- �.. �._ - a 4�1 ?a ? °7@ E1 BRICK '� ,• 4 \ ?@@ 5 k , @�� ' - - is a ,q= = ¢ _ - op q° @+ A PAVER tt ,, it x x �� - J L - _,I,,- I °q.___�A ,o•j` g• @h `� H A L T STORM INLET ___x °• GONG. x� f I 6.s GRATE =35.59 AO PA 'VERS Q@ arm. 1t 1` poC [3O�" \� ) r7' ePp 3 W INV =32.53 R I. 40 1 t ` q> M rsbf+1 TRAFFIC S!'uNALa° BOX x� \` y \r � - - - - s ' REC, REBAR (NO ID.) )SSING SICh;AI t eo °a• ° \ ? ` - oy y" q• ? °6 @ , ° h @v _x___ t4' 4' von----- - -y ®\ '4 p, b •% 36.i4 UTILITY POLE WITH GYE WRE ANCHORS CONC cri SITE BENCHMARK - °� -or _._? « \ 40° A --, _ 4 F.D.O.T. "BM -6" ," , °. 39 @ ? c 6 4i - - -- -- `p- - _ __ _ _ ,� g1y - i a ,@° ° us cos -' `� v - - - -oc,� - - r-� - `- 'r�' _ °° oy _ 4 °x4'° CONC. MONUMENT y @ '- 'qo"�T °�--- - - WTH BRASS DISC @ o "$ r o, x x x10 ° �n @ _ w 5 - - - w 4�@ j_ E,9 ' TELEPHONE RISEI)�TYPICAL) Q,@ ,be .�5�'• @'° , N86'S0 35 W 27.89' ° UNDERGROUND WATER LINE MARKERS (TYPICAL) {J ?,4r ? ! 7 LSE j4' -2�ER 70.4 REC. 4°x4' CONC. MONUMENT UNDERGROUND GAS LINE MARKERS (TYPICAL }_d - CURB NLET 1 BACK -FLOW PREVENTOtF 641LS 3612 A S P H A L T °??reR4 FRH FLS3612 THROA =37.61 (TYPICAL) OVEF;tEAD TRAFFIC SIGNAL LINES (INVERT INACCESSIBLE) (2) WATER METERS O TRAFFIC SIGNAL BOX CMI L) (TYPICAL) A S P H A L T TRAFFIC SIGNAL POLE aaoa GULF TO BAY BOULEVARD (S.R. 60) -SANITARY =36.9 MANHOLE CM4X3 PP.tA PL$36f2 RIM =36.91 (RIGHT OF WAY WIDTH VARIES) (INVERTS INACCESSIBLE DUE TO HEAVY TRAFFIC) PARCEL: 172916165000000030 CLEARWATER MALL SOUTH LINE OF THE NORTHWEST 1/4 OF SECTION 17 -29 -16 C/0 EPROPERTY TAX PO BOX 4900 SCOTTSDALE AZ 85261 -4900 NORTH PROPERTY USE: COMMERCIAL 589'46'01 'W (COMMUNITY SHOPPING) 30 0 30 60 GRAPHIC SCALE 11f =30' POLLUTION CONTROL NOTES ffyTEf�hLfa�l J ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. ARCHITECTURE 1. ALL EROSION AND SEDIMENT CONTROL WORK SHALL CONFORM WITH LOCAL ENGINEERING CITY /COUNTY AND WATER MANAGEMENT DISTRICT SPECIFICATIONS, SUBJECT TO INTERIOR DESIGN AUTHORIZED AND APPROVED VARIANCES, WAIVERS AND /OR CONDITIONS OF SITE PROJECT MANAGEMENT PERMITS. 2. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PLACED PRIOR TO OR AA 003420 AS THE FIRST STEP IN, CONSTRUCTION. SEDIMENT CONTROL PRACTICES WILL BE CA 8660 APPLIED AS A PERIMETER DEFENSE AGAINST ANY TRANSPORTATION OF SILT OFF THE SITE. 3. ALL AREAS AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION 933 LEE ROAD, FIRST FLOOR EQUAL TO OR BETTER THAN EXISTING CONDITION, UNLESS SPECIFICALLY ORLANDO, FLORIDA 32810 EXEMPTED BY THE PLANS. THE COST FOR SUCH RESTORATION SHALL BE PH 407.645.2810 INCIDENTAL TO OTHER CONSTRUCTION AND NO ADDITIONAL COMPENSATION SHALL BE ALLOWED. FX 407.629.9124 4. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY SEAL: Cl( DISCREPANCIES BETWEEN THESE PLANS AND FIELD CONDITIONS PRIOR TO CONSTRUCTION. •. 5. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TREE PROTECTION , �w BARRIERS TO MEET THE REQUIREMENTS OF LOCAL SPECIFICATIONS. ? cv 6. THE CONTRACTOR SHALL SELECTIVELY CLEAR ONLY THE AREAS REQUIRED FOR CONSTRUCTION AND STABILIZE ANY POTENTIAL EROSION AREAS IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. " ' ° p,p p¢r 7. CONTRACTOR SHALL KEEP ANY AND ALL SAND, SILT OR OTHER DEBRIS FROM STUART` DE P.E. MOVING OFF -SITE. USE AND MAINTAIN SILT FENCE JUST INSIDE OF PROPERTY FL. REG. 60 48 LINE. ■ ■ ■ ` 8. CONTRACTOR SHALL BLOCK INTRUSION OF SAND, SILT OR OTHER DEBRIS CONSULTANT: INTO ANY DRAINAGE OR SANITARY SEWER STRUCTURE OR PIPING ON OR ADJACENT TO SITE. 9. ALL CLEARED AREAS FOR IMPROVEMENT AND /OR CONSTRUCTION SHALL BE WATERED TO PREVENT WIND EROSION. 10. FOR ADDITIONAL INFORMATION AND DETAILS, SEE F.D.O,T. INDEX NO, 102. 11. UNLESS SPECIFIED, SILT FENCES MAY BE USED IN LIEU OF SYNTHETIC BALES. 12. ADDITIONAL POSTS AND RAILS MAY BE NEDESSARY TO SECURE AND SUPPORT BARRIERS. 13. ADDITIONAL BARRIER LENGTHS MAY BE REQUIRED BY THE COUNTY ENGINEER OR BY REGULATORY AGENCIES. 14. FILTER FABRIC MUST BE INSTALLED UNDER ALL INLET GRATES, AT ALL TIMES REVISIONS: WHEN INLETS ARE NOT PROTECTED BY SILT FENCE OR SYNTHETIC BALES, UNTIL THE LIMEROCK BASE IS FINISHED AND PRIMED. NO. DATE REMARKS 15. THE CONTRACTOR IS REQUIRED TO HAVE THIS PLAN ALONG WITH A COPY OF 1 1 @/0507 CITY COMMENTS THE NPDES NOTICE OF INTENT POSTED IN A VISIBLE LOCATION ON THE CONSTRUCTION SITE AT ALL TIMES. 16. "CONTRACTOR IS REQUIRED BY NPDES TO KEEP A LOG ON SITE FOR THE SOIL EROSION AND SEDIMENT CONTROL MEASURES INDICATED ON THE PLAN. THE LOG SHALL CONTAIN DATES FOR: INSTALLATION OF CONTROL MEASURES, MAJOR SITE CONSTRUCTION ACTIVITIES, INSPECTION ON AT LEAST A WEEKLY BASIS AND INSPECTION AFTER ANY RAINFALL EVENT THAT IS 1/2" OR GREATER ". 17. THE CONTRACTOR IS REQUIRED TO SUBMIT A COPY OF THIS LOG ALONG WITH A NOTICE OF TERMINATION TO THE FLORIDA DEPARTMENT OF ENVIROMENTAL PROTECTION UPON THE COMPLETION OF CONSTRUCTION. D *IMPERVIOUS + PERVIOUS = DISTURBED ■ Stormwater Pollution Prevention Plan Inspection Report Form Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater. Project Name: FDEP NPDES Stomlwater identification Number: FLRIO )ate iasta modified Condition Code: G = Good M = Marginal, needs maintenance or replacement soon P = Poor, needs immediate maintenance or replacement C =Needs to be cleaned 0 = Other Control Tvoe Codes 1. Silt Fence REFER TO SHEET CV FOR GENERAL. NOTES, 19. Reinforced soil retain ng system SPECIFICATIONS, AND LEGENDS, IN ADDITION 2. Earth es Vegetative buffer strip TO SITE - SPECIFIC NOTES AND REQUIREMENTS. TOTAL AREA *DISTURBED UNDISTURBED IMPERVIOUS* PERVIOUS* (SF) AREA (SF) AREA (SF) AREA (SF) AREA (SF) (AC) AREA "(AC) AREA (AC) AREA (AC) AREA (AC) 68,249 68,249 0 41,252 26,997 1.57 1,57 0 0.95 0.62 *IMPERVIOUS + PERVIOUS = DISTURBED ■ Stormwater Pollution Prevention Plan Inspection Report Form Inspections must occur at least once a week and within 24 hours of the end of a storm event that is 0.50 inches or greater. Project Name: FDEP NPDES Stomlwater identification Number: FLRIO )ate iasta modified Condition Code: G = Good M = Marginal, needs maintenance or replacement soon P = Poor, needs immediate maintenance or replacement C =Needs to be cleaned 0 = Other Control Tvoe Codes 1. Silt Fence 10. Storm drain Wet protection 19. Reinforced soil retain ng system 28. Tree protection 2. Earth es Vegetative buffer strip ton etention Pon 3. Structural diversion 12. Vegetative preservation area 21. Sediment Basin n. Retention pon 4. Swale etention on Temporary s s rite o ouse eeping 5. Sediment rap 14. Constructiort. entrance stabilization . ermanent see so 6. L;hcck dam 115. Perimeter di-tch 124. Dam 7. Subsurface drain . rpe slope m an gutter Paved road ace an Bag 126. Other 9. Level spreaders I I b. KOCK outiet protection 111. Fjp-rap 1 ENGINEER'S CERTIFICATIONS: "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." STUART ANDERSON, P.E. #60848 Date f 1 COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. OWNER(AGENT CERTIFICATIONS: Inspectorlitforma8om I HAVE REVIEWED THIS PLAN AND AGREE TO COMPLY WITH THE PROJECT NO: 2006.0412 REQUIREMENTS SHOWN HEREON. DATE: 08/17/07 Name Qualification Date The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities if there are not any incidents of non - compliance identified above, s «s « «« "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that OWNERIAUTHORIZED REPRESENTATIVE Date qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and beGei; true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." u3ni Name(ResponslbleAuthority) Date STORNAWATER POLLUTION PREVENTION P LAN CHECKED: MOD[FIED:10 /tt /07 i4a1:51 J: \A- J�FIFTHTH[ROBANK \20 @6.0412 \060412C3.1.DWG 3/8 " =t' -@" ANTMII PLOTTED: 08/13/ @7 13:05:41 J: \A- J`FIFTHTHIRDBANK \2 @06.0412 \ @60412C3.1.awG 3/8 " =1' - @" FRAMEL i' as - f 1 COPYRIGHT @ 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED, REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. OWNER(AGENT CERTIFICATIONS: Inspectorlitforma8om I HAVE REVIEWED THIS PLAN AND AGREE TO COMPLY WITH THE PROJECT NO: 2006.0412 REQUIREMENTS SHOWN HEREON. DATE: 08/17/07 Name Qualification Date The above signature also shall certify that this facility is in compliance with the Stormwater Pollution Prevention Plan and the State of Florida Generic Permit for Stormwater Discharge from Large and Small Construction Activities if there are not any incidents of non - compliance identified above, s «s « «« "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that OWNERIAUTHORIZED REPRESENTATIVE Date qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and beGei; true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." u3ni Name(ResponslbleAuthority) Date STORNAWATER POLLUTION PREVENTION P LAN CHECKED: MOD[FIED:10 /tt /07 i4a1:51 J: \A- J�FIFTHTH[ROBANK \20 @6.0412 \060412C3.1.DWG 3/8 " =t' -@" ANTMII PLOTTED: 08/13/ @7 13:05:41 J: \A- J`FIFTHTHIRDBANK \2 @06.0412 \ @60412C3.1.awG 3/8 " =1' - @" FRAMEL i i ■ CITY NOTES: NO TREES MAY BE PLANTED UNDER OR WITHIN 10 LATERAL FEET OF ANY OVERHEAD UTILITY WIRE, OR OVER OR WITHIN FIVE FEET OF ANY CURB AND GUTTER, DRIVEWAY, UNDERGROUND WATER LINE, SEWER LINE, TRANSMISSION LINE OR OTHER UTILITY. "NO TREE OR SHRUB SHALL BE PLANTED IN SUCH MANNER THAT AT THE TIME OF PLANTING THE BASE OF THE TREE IS WITHIN THREE FEET OF ANY PUBLIC SIDEWALK OR BIKEWAY FOR SMALL TREES, OR FIVE FEET FOR LARGE TREES. 13. 5 15.5° I PROPOSED PLANT LIST ® PROTECT TREE W/ REINF. CANOPY TREES 14' 13. 5 15.5° I PROPOSED PLANT LIST LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON- PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO COMPLETE FULL COVERAGE TO SITE. NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANGES. Ol 20' •0 11EL 111111 � GRAPHIC SCALE �mu�lumml� z (DWARF YAUPON HOLLY) 3 GAL, 30 O.C. PODOCARPUS MACROPHYLLA 4' HT. GRADE AT WHICH SHRUB GREW PREVIOUSLY. PM (PODOCARPUS) 7 GAL, 4' O.C. 28 (MIN. 1" ABOVE FIN. GRADE) 0 0 0 0 0 DV DIETES VEGETA 18" HT. 40 3" MIN. MULCH LAYER (AFRICAN IRIS) 3 GAL, 24" O.C. MIN. DEPTH OF 12" PREPARED LEG LIRIOPE MUSCARI 12" - 18" HT. 94 PLANTING SOIL FOR GROUNDCONER (EVERGREEN GIANT) 1 GAL, 12" O.C. BED. GMT eom w.4m LMV LIRIOPE MUSCARI 12" - 18" HT. 238 (VARIEGATED LIRIOPE) 1 GAL, 12" O.C. 'mE m cLwr — AZTEC FINISH SOD BAHIA QUANTITY TO BE CALCULATED BY ' GRADE THE CONTRACTOR. r / PREPARED PLANTING SOIL AS SPECIFIED NOTE: WHEN SHRUBS TAMP TO PREVENT OR GROUNDCOVERS ARE USED IN SETTLING MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS OTHERWISE SPECIFIED. 2 SHRUB AND GROUND COVER NTS PLANTING DETAIL • NOTE: I! illAJ. i U ABOVE GRADE FINISHED PLANT QUANTITY 00 XX PLANT SYMBOL ® PROTECT TREE W/ REINF. CANOPY TREES (COMMON NAME) S MEASUREMENTS, THE HEIGHT /SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. RUBBER HOSE. ILLICIUM PARVIFLORA SITE TO BE 100% IRRIGATED. IF ( ® RED PLASTIC FLAG ON SYMBOL BOTANICAL NAME MINIMUM QUANTITY LIST WIRE ABOVE TURNBUCKLE (COMMON NAME) SIZE / SPACING CANOPY TREES & 4" ABOVE GROUND. (TYP) AS SPECIFIED. 6 BERM TO HOLD QV QUERCUS VIRGINIANA 10' HT. MIN. 10 �. WATER. 3" MIN. MULCH OR (LIVE OAK) 2.5 ". CAL. STRAND X10 GAUGE QV QUERCUS VIRGINIANA AS SPECIFIED. GALV. WIRE, TWISTED &GALV. (LIVE OAK) i ® 6" BERM TO HOLD WATER. UNDERSTORY TREES 1" ABOVE FINISHED GRADE DOUBLE STRAND X10 GAUGE , SP SABAL PALM 6' HT. 3 I FINISHED GALV. WIRE, TWISTED & GALV. IV (CABBAGE PALM) 2" CAL , GRADE BUCKLE. UNDERSTORY TREES • :. FINISHED GRADE SHRUBS & GROUND COVERS 2 "X4 "X3' STAKES BURIED BOTANICAL NAME MINIMUM 3" BELOW GRADE. SYMBOL (COMMON NAME) SIZE / SPACING QUANTITY TAMP TO PREVENT PREPARED PLANTING . SD HEMEROCALLIS 'STELLA DE ORO' 18" - 30" HT. 7 SETTLING SOIL AS SPECIFIED. (STELLA DAYLILY) 3 GAL, 3' O.C. LAGERSTROEMIA INDICA 'VICTOR' 24" - 30" HT. 1 TREE PLANTING DETAIL NTS LV (DWARF CRAPE MYRTLE) 3 GAL, 3' O.C. 50 IV ILEX VOMITORIA 'NANA' 24" HT. n 16 LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON- PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO COMPLETE FULL COVERAGE TO SITE. NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANGES. Ol 20' •0 11EL 111111 � GRAPHIC SCALE �mu�lumml� z (DWARF YAUPON HOLLY) 3 GAL, 30 O.C. PODOCARPUS MACROPHYLLA 4' HT. GRADE AT WHICH SHRUB GREW PREVIOUSLY. PM (PODOCARPUS) 7 GAL, 4' O.C. 28 (MIN. 1" ABOVE FIN. GRADE) 0 0 0 0 0 DV DIETES VEGETA 18" HT. 40 3" MIN. MULCH LAYER (AFRICAN IRIS) 3 GAL, 24" O.C. MIN. DEPTH OF 12" PREPARED LEG LIRIOPE MUSCARI 12" - 18" HT. 94 PLANTING SOIL FOR GROUNDCONER (EVERGREEN GIANT) 1 GAL, 12" O.C. BED. GMT eom w.4m LMV LIRIOPE MUSCARI 12" - 18" HT. 238 (VARIEGATED LIRIOPE) 1 GAL, 12" O.C. 'mE m cLwr — AZTEC FINISH SOD BAHIA QUANTITY TO BE CALCULATED BY ' GRADE THE CONTRACTOR. r / PREPARED PLANTING SOIL AS SPECIFIED NOTE: WHEN SHRUBS TAMP TO PREVENT OR GROUNDCOVERS ARE USED IN SETTLING MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL & PLANT MATERIAL - UNLESS OTHERWISE SPECIFIED. 2 SHRUB AND GROUND COVER NTS PLANTING DETAIL • NOTE: I! illAJ. i U ABOVE GRADE FINISHED PLANT QUANTITY 00 XX PLANT SYMBOL TAMP TO PREVENTS '— PREPARED PLANTING (CABBAGE PALM) SETTLING SOIL AS SPECIFIED. 3 MULTI— TRUNK DETAIL NTS PRUNE AND TIE FRONDS. A MINIMUM OF 7 FRONDS WITH HEMP TWINE. FRONDS TO REMAIN TIED UNTIL PALM BECOMES ESTABLISHED. PAD TRUNK WITH 2 LAYERS OF BURLAP TO PROTECT THE TRUNK. USE A MINIMUM OF 3 GALVANIZED STEEL BANDS TO TIE (5) 2 "X4 "X18" WOOD BATTENS AROUND TRUNK. NAIL (3) 2 "X4" BRACES TO BATTENS 120' APART TO PREVENT SLIPPAGE. PROVIDE (3) 2 "X4" SUPPORTS. CUT TOP OF EACH SUPPORT AT ANGLE AND TOENAIL INTO BATTENS AN GROUND BRACES AS SHOWN. SUPPORTS SHALL oREMAIN IN PLACE A MIN. OF 6 MONTHS. J = Y MULCH AS SPECIFIED ORIGINAL ROOT BALL o I' PLANT PIT - DIG TWICE THE SIZE OF ° ROOT BALL. THE ROOT BALL SHALL BE o PLANTED TO THE ORIGINAL DEPTH AS IT ® OCCURRED IN THE NURSERY CONTAINER ° a- OR ESTABLISHED GRADE IN FIELD v ° GROWN CONDITIONS. ROOT BALL SHALL SIT ON UNEXCAVATED NATIVE SOIL. BACK FILL WITH CLEAN SAND THOROUGHLY WASHED IN. 6" SOIL SAUCER. 4 PALM PLANTING DETAIL NTS SYMBOL B BOTANICAL NAME M WHERE GALLON REFERENCES MAY CONFLICT WITH HEIGHT /SPREAD AND CALIPER (COMMON NAME) S MEASUREMENTS, THE HEIGHT /SPREAD AND CALIPER MEASUREMENTS SHALL GOVERN. ILLICIUM PARVIFLORA SITE TO BE 100% IRRIGATED. IF ( (YELLOW ANISE) E RED PLASTIC FLAG ON ' WIRE ABOVE TURNBUCKLE & 4" ABOVE GROUND. (TYP) LAGERSTROEMAIA SP. EXISTING PLANT LIST (DWARF CRAPE MYRTLE) E 3" MIN. MULCH OR CANOPY TREES AS SPECIFIED. 6 BERM TO HOLD BOTANICAL NAME SYMBOL MINIMUM SIZE / WATER. (COMMON NAME) SPACING & QUANTITY /DOUBLE STRAND X10 GAUGE QV QUERCUS VIRGINIANA GALV. WIRE, TWISTED &GALV. (LIVE OAK) EXISTING /r BUCKLE. FINISHED GRADE RM RED MAPLE EXISTING (ACER RUBRUM) 2 "X4 "X3' STAKES BURIED 3" BELOW GRADE. UNDERSTORY TREES SP SABAL PALM EXISTING TAMP TO PREVENTS '— PREPARED PLANTING (CABBAGE PALM) SETTLING SOIL AS SPECIFIED. 3 MULTI— TRUNK DETAIL NTS PRUNE AND TIE FRONDS. A MINIMUM OF 7 FRONDS WITH HEMP TWINE. FRONDS TO REMAIN TIED UNTIL PALM BECOMES ESTABLISHED. PAD TRUNK WITH 2 LAYERS OF BURLAP TO PROTECT THE TRUNK. USE A MINIMUM OF 3 GALVANIZED STEEL BANDS TO TIE (5) 2 "X4 "X18" WOOD BATTENS AROUND TRUNK. NAIL (3) 2 "X4" BRACES TO BATTENS 120' APART TO PREVENT SLIPPAGE. PROVIDE (3) 2 "X4" SUPPORTS. CUT TOP OF EACH SUPPORT AT ANGLE AND TOENAIL INTO BATTENS AN GROUND BRACES AS SHOWN. SUPPORTS SHALL oREMAIN IN PLACE A MIN. OF 6 MONTHS. J = Y MULCH AS SPECIFIED ORIGINAL ROOT BALL o I' PLANT PIT - DIG TWICE THE SIZE OF ° ROOT BALL. THE ROOT BALL SHALL BE o PLANTED TO THE ORIGINAL DEPTH AS IT ® OCCURRED IN THE NURSERY CONTAINER ° a- OR ESTABLISHED GRADE IN FIELD v ° GROWN CONDITIONS. ROOT BALL SHALL SIT ON UNEXCAVATED NATIVE SOIL. BACK FILL WITH CLEAN SAND THOROUGHLY WASHED IN. 6" SOIL SAUCER. 4 PALM PLANTING DETAIL NTS SYMBOL B BOTANICAL NAME M MINIMUM SIZE / (COMMON NAME) S SPACING & QUANTITY ILLICIUM PARVIFLORA IF ( (YELLOW ANISE) E EXISTING LAGERSTROEMAIA SP. LS ( (DWARF CRAPE MYRTLE) E EXISTING PROPOSED SITE AREA PAVEMENT /SIDEWALKS 36,376 SF 50 IMPERVIOUS BUILDING 4,200 SF 6 % 56 OPEN SPACE (GREEN) 27,673 SF 44 % V.U.A. 12% OF THE V.U.A. SHALL BE PROVIDED AS INTERIOR LANDSCAPING. TOTAL V.U.A. 36,376 SF X 12% = 4,365 SF REQUIRED. TOTAL INTERIOR LANDSCAPE PROVIDED = 6,640 SF i INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL; I1 T t � ; " cn Lu .4E c� r �. ^f `• v�FF p RICHARD T. FL REG. NO. 1321 CONSULTANT: ■ REVISIONS; NO. DATE REMARKS 1 10/05/07 CITY COMMENTS 2 01/24/08 CITY COMMENTS L_ 1 Ak Ab • • = ■ COPYRIGHT a 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO; 2006.0412 DATE: 08/17/07 2 L I CHECKED: MODIFIED:02 /08/08 14:58:44 J: \F\FIFTMIRDBANK \2006.0412 \060412L1.DWG 5/8' =1 ° -0' CARSAN PLOTTED: . REVISIONS; NO. DATE REMARKS 1 10/05/07 CITY COMMENTS 2 01/24/08 CITY COMMENTS L_ 1 Ak Ab • • = ■ COPYRIGHT a 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO; 2006.0412 DATE: 08/17/07 2 L I CHECKED: MODIFIED:02 /08/08 14:58:44 J: \F\FIFTMIRDBANK \2006.0412 \060412L1.DWG 5/8' =1 ° -0' CARSAN PLOTTED: . = ■ COPYRIGHT a 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED, PROJECT NO; 2006.0412 DATE: 08/17/07 2 L I CHECKED: MODIFIED:02 /08/08 14:58:44 J: \F\FIFTMIRDBANK \2006.0412 \060412L1.DWG 5/8' =1 ° -0' CARSAN PLOTTED: . F1 INSTALL TREE BARRICADES TO CITY OF CLEARWATER STANDARDS, 2X2 POST WITH 1X4 RAILS AT TWO THIRDS OF THE TREES DRIP LINE AND /OR PARALLEL TO THE PROPOSED CONSTRUCTION. 15' ! 8 5 T { m �. .. , HEDGE NEEDS TO BE FILLED :., WITH SAME PLANT TYPE. _< .... ......... -.. (::.._ T3.5 IN I ,... ..: . -: I: :. ,.,:. PAR C 0 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR T PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CLEARING OR CONSTRUCTION OF ANY KIND ON THE SITE. 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY TWO (2) INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FOUR (4) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED AT EXISTING GRADE AND NO FILL WILL BE ADDED. 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING REQTS. AS DEFINED BY LOCAL JURISDICTION. 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE. 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. TREE LEGEND TREE PROTECTION BARRICADE LOCATION (DRIPLINE OF CANOPY = EXISTING TREE TO BE REMOVED x ONE FOOT OF RADIUS FOR EACH „ ( (6" 0 INCH OF TRUNK DIAMETER) MIN 4' 0 CLEARANCE ON ALL SIDES ON BARRICADE DETAIL/ \ NTS / CITY NOTES: NO TREES MAY BE PLANTED UNDER OR WITHIN 10 LATERAL FEET OF ANY OVERHEAD UTILITY WIRE, OR OVER OR WITHIN FIVE FEET OF ANY CURB AND GUTTER, DRIVEWAY, UNDERGROUND WATER LINE, SEWER LINE, TRANSMISSION LINE OR OTHER UTILITY. "NO TREE OR SHRUB SHALL BE PLANTED IN SUCH MANNER THAT AT THE TIME OF PLANTING THE BASE OF THE TREE IS WITHIN THREE FEET OF ANY PUBLIC SIDEWALK OR BIKEWAY FOR SMALL TREES OR FIVE FEET FOR LARGE TREES. Linear Application of QeepRoot Tree Root Borders at lime . of Installing Concrete Sidewalks and Curbs 2 z; CO \CRETE 1 F .pars base and s A:grsde `fYPIC.4l SECT MN Of CURE AND GUTTER VfliH DEEPROOT e Trench to appropriate. depth For TREE R( GT DARr,ER INSET INTO MNCRETE. i�SW on of root barr:'sr to thief `BARRIER INSTALLED IN A TRENCH IN SUBGRADE MICH 15 tap albarrar t5 7 (5u!j W i "THEN CO"PACTED. BARRIER IS SET SO TPAT TOP EDGE Finish grade of top o €Skievylk (pr M.L. BE 2',5V3) BELO'N FINISH GRADE OF CURB AND SET ha 5vsy beiv sea top of compads9 bass and *`sh grade ofSW). RAM ER R13S FLUS4074E•DGEO; CURB. BARR!ERRMS FACE TOWARD FACE TOIVARD TREE ROOTS TREE ROOTS. Top of rout barrier 2' (5cm) below " ,a- Concrete. 4bs must face laniard I" =I& finish grade of ct:tb 4. RackFdt anal compact, to requlrenents: INSTALLATION SEQUENCE: 5. Mace form material against barrier j 1, Prepare bass andsubsrade Co -fe efthefo!m) 2. Trench to opproprfate depth for Installation of A.. Gtateria'.s rsxf [xrr;er sa iFat icp of tartfor is 2' {both; ( _ -.- 'J °a belax thIsh grade of top of curb. P K Compacted crushed buee 3. Place root barrier in trench, vertical ribs r4tsst T--w- fdtRt•7Y3fdifE9rao *S. cs speafi:d. The tree root barriers shelf be product I UB 24 -2 4: Backfill and corpact -to requre. ^ants. - Sabsrode cerrpxtfyn 5; Place Form material against barrier. (It may be as manufactured by Deep Root Partners, LP. 81 Langton St, ((4 °- T1. OeepRoot L'8 24-7 m3edkomti`80uLddeai9sfam} up�Ywwl ma of UB 18 -2 TYPICAL SECTION OF CURB, GUTTERAND SIDEINALK INSEA) ATION $ :4UE't6E: ^( WITH OEEFRROOT TREE ROOT SWUM INSET INTO Detcl `A° �t6mm) �5" 2 z; CO \CRETE 1 F .pars base and s A:grsde specified fee roof tourers we o mecf an rer xci brn arw+ e Trench to appropriate. depth For BARRIER INSTALLED IN A TRENCH IN $1LIB 1RAM. i�SW on of root barr:'sr to thief WHICH 13 THEN C(SIAPACTED. BARRIER is SET tap albarrar t5 7 (5u!j W i SO THAT TOP EDGE W11. BE V (50M] ABOVE Finish grade of top o €Skievylk (pr COII PACT ED SAS E (or ha'M, ag he 's b ss ha 5vsy beiv sea top of compads9 bass and *`sh grade ofSW). RAM ER R13S srtd Bn s l grade of S`tf) FACE TOIVARD TREE ROOTS 1 S. Place root Barrier Lit trencK verticat " ,a- Concrete. 4bs must face laniard I" =I& 4. RackFdt anal compact, to requlrenents: s 5. Mace form material against barrier j (it may he nai•.ad from theouw& efthefo!m) subgrodc eom:paeflon Compacted crushed base.' A.. Gtateria'.s Tyoicot DeepRaet UB 24 -2, op`i of use of U3 18 -2 "A" Top at rm betrner 2' a • grace of Curb '' 5/6' (164rcn) Daeptweet UB :24 -2, `(I UB'IS -2 or LU 12 -2 F1 KPORTANI WTE. Tree location mast o5ga with o ^ > -tui4 ".renter of - boner.: DeepRoct U3 24 -2. Opt:orlcl kiss of U9 18 -2. M H paaets or 12 linear feet (3 -65m). F K00 A INTERPLAN ARCHITECTURE ENGINEERING INTERIOR DESIGN P JECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR OR DO, FLORIDA 32810 PH 407,645.5008 FX 407.629.9124 SEAL: ,L ' r Aa RICHARD' -- - ABT` L A FL RE G` NO .1321 CONSULTANT: A SITE VISIT HAS BEEN PERFORMED AND SITE IS PRESENTLY LANDSCAPED WITH WHAT SEEMS TO BE, FAIRLY RECENT EXISTING LANDSCAPING. PROPOSED LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON- PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH REVISIONS: CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. No. DATE REMARKS CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO 2 01/24/08 CITY COMMENTS COMPLETE FULL COVERAGE TO SITE. NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. 1 laG�:I!lli _ � .,:Ili?:1►1 %. / _. ��► ��)i�J�C�.�:��if��l[!]x.'� NOTE: HAND REMOVE THE CURB AND ASPHALT REQUIRING REMOVAL UNDER THE CANOPIES OF TREES TO REMAIN. DWI M 24 -2 SpeClflQafts Detcl `A° �t6mm) �5" tUB 2e �pRoot halal Root Barrier (I fl mm) (z.ISmm) specified fee roof tourers we o mecf an rer xci brn arw+ 1/4 "(6.35mm) resat deflector to prevent free (cats from 21rnogfag hard - scapes and tondscapes. Assembled in 2` Tong modules to Create voryirlq S?zes of cy4idars for sunrom&ftg .root baFs 085° (Surround planting style) or for linear opolicotions directly 1 (2.16mm) baside a hordscape odjccent to one side -of the trees (t€neor Planning style). 1 t 2 A.. Gtateria'.s 085' (2.16mm) (12.7mm) I. The contractor sholl furtish end install tree root barriers cs speafi:d. The tree root barriers shelf be product I UB 24 -2 Detalf 'B' as manufactured by Deep Root Partners, LP. 81 Langton St, ((4 San Francisco, LA (800 - 458- •7658), or cpprcved elnut: 2 1/4 The barrier : shell be Muck, Injection Molded Panels of 0.085` (57.15mm) { 2.16rrm) wag thickness in moddos 24" (61cm) long by 24° (61 cm) iisap; manufactured wife a m+nimam 50% post consumer FR` 085` rmeled pafypropylene pfas`.ic w:ih added 0rarro'et inhibitors; '. r g� t2.16m n} •ecr Ue, E ice poaei shc6 hone: I tip" Not 1-4s than 4 Ifolded Integral Verl;coi Root Depe&j fibs of at least 0.089' (7.16mm) thickness protrvdn V2 ;12:7mm} at UT from interror of the burner Space.. 6 pones, (15.24cm) cpod. (See Panel erarr'ng be•',ow) A Double Tap Edge eomq sling of tyro poraltel, intejrcl, hor:zontof ribs at the top of the pone( of a minimam 0.055 (2.16mm) thickness, 3/8' (9.53mm) vide and 1/4" (6.35 nm) apart 7ith the lamer rib otta:hed to the N2rircol root deflecting nbs.(See detail "Al A minimum of 9 Anti -lift Ground Lock. Tobs comis'.rag of integral horizontal ridges of a minimum 0.085' (2.16mm) thickness in if>r osiait "G" N I shcpe of a segment of a circle, tiro 2" (50.8m.•a) chord of the segment jonirEg the porpel wolf and the segment, protruding 3/8' ft53mm) from the pcoel. The nine ground locks oa.each pond shoU oboul equ -Ily spaced between each of the vertical root deflecting Y, tits (3 between each Set of Ties, sea Ott all 8'). An Weeraled Zipper joining System provndng for iasicnt PalGr.W Z4rper dolr_�rq System assembly by s&d:ng one panel into another. (Ste Deta'i 'C ") t 2The talc properties of ire rnaleriof shelf be: 'Test ASTbi. Test Method Typicot i�'atue .Copatj'rner QB 00 P' w +Df Poleafed Dottba .Top Edge for prennUm of Root oru Pafypt�upyianen0adG6 ororlfl;.Evlra Stren.'y and Teru3.s streagih 4 ye.d - Y,'d3 0333 2,S's$ PS# -.-..- .2.246 tftraret Pcotecan.eni knprave•J %pesrente Tta --4e eirength Q ys,d - ,Hir7 -Me pV,.t .- •,•,�. �•• (Sea ttaim� °A`) yod,Eb ys^Qgon - yk3 0333 7.44% 4 '6etd Ebnge5an _ cringe D333 101% rk"Qrel fdoMus D7908 119.625 Psl� .°. llama as f lore[ Notched hod impact - WCA D256A 3.84 (fl -lbs) r°A' Ua potent flos. 5,070,642 Rocket iiarBnE s r. side -- kolr DM IA ff4,4 - ¢ `SA'A5,5.4S eW 5,528.85 cnd Dew, pateifs Pe.I&I U.S, Pnlects: 5,070,642 , 5,305,548 and 5,528,857. .� Other Patents Pending: v B. Gon:'.ructbri and lnsioflotion .ST Root Defgt;ng ibis. �lE�of port et Patel 1. The contractor she,} Instal' the tree root barria*s w1t h the number of panels and in, the manner show, on the Draw- ings. The vertrcof root deflecting ribs shut] be facing inxdrds s� to the root tm5 and the do%e top edge sisal be 1/2' P."'4 aims" (2:1emm) TNci 53y (12.7mm) above grade_ Each of the required nuriiber of Pa;t ctssLmer Recycled Fot"ytrtafs panels sholl be connected to farm a drele around the root boll or joined to o I ;noir fashion and ptpced along pdaled tlaFfed Grdsnd ioct:ag the odjacent hardsccpe. (S 180 2. Ezocvotiad and soil preparation SWJ conform to the f;rorings Rm r4o Edg¢s for Safely and stfollh DWI M ■E I COPYRIGHT @c 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 A Ll al ttta CHECKED: ■ ■ ■ MODIFIED:02 /08/08 14:58:49 J:\F\FIFrMIRDBANK\2006 .0412 \060412L1.1.DWG 5/8' =1' -0! CARSAN PLOTTED: . 1 1 1 ■E I COPYRIGHT @c 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 A Ll al ttta CHECKED: ■ ■ ■ MODIFIED:02 /08/08 14:58:49 J:\F\FIFrMIRDBANK\2006 .0412 \060412L1.1.DWG 5/8' =1' -0! CARSAN PLOTTED: . L J 1 A2 El INSTALL TREE BARRICADES TO CITY OF CLEARWATER STANDARDS, 2X2 POST WITH 1X4 RAILS AT TWO THIRDS OF THE TREES DRIP LINE AND /OR I PARALLEL TO THE PROPOSED CONSTRUCTION. -NJ r 9 t3 l: E TR Me TREE PROTECTION & REMOVAL C 20' 01 20' 40' 1 " =20' GRAPHIC SCALE U NORTH ■ Detail A' (16mm) 2e D"pRoot Tree Root Barriers n 085° (2.i6mm) SPeeaied tnec roof harriers ore c mectsankal banner err? • 1 ■ El ■ !� nn /� N I TREE PR TION NOTES \ V II 1TERPLA 1 1. DURING CONSTRUCTION, PROTECTIVE BARRIERS SHALL BE PLACED BY SITE CONTRACTOR T ARCHITECTURE PREVENT DESTRUCTION OF TREES WHICH ARE DESIGNATED TO REMAIN. PROTECTION BARRIERS SHALL BE ERECTED PRIOR TO CLEARING OR CONSTRUCTION OF ANY KIND ON THE SITE. ENGINEERING 2. BARRIERS SHALL CONSIST OF PROTECTIVE WOODEN POSTS TWO (2) INCHES BY TWO (2) INTERIOR DESIGN INCHES OR LARGER PLANTED IN SUFFICIENT DEPTH TO BE STABLE WITH AT LEAST FOUR (4) FEET P JECT MANAGEMENT OF POST VISIBLE ABOVE THE GROUND. POSTS SHALL BE PLACED NO CLOSER THAN FOUR (4) FEET TO THE TRUNK UNLESS PROPOSED PAVING CONSTRUCTION WILL NOT PERMIT. POSTS SHALL AA 003420 BE NO FURTHER THAN SIX (6) FEET APART. REFER TO TREE PROTECTION BARRIER DETAIL. CA 8660 EACH SECTION SHALL BE LINKED TOGETHER WITH ORANGE POLYPROPYLENE NET FENCE MATERIAL. 3. PROPOSED GRADES AROUND TREES TO REMAIN SHALL BE MAINTAINED AT EXISTING GRADE AND NO FILL WILL BE ADDED. 4. THE CONTRACTOR SHALL FOLLOW TREE REMOVAL, TREE PROTECTION AND GENERAL PLANTING 933 LEE ROAD, FIRST FLOOR REQTS. AS DEFINED BY LOCAL JURISDICTION. OR DO, FLORIDA 32810 5. PROTECTIVE BARRIERS SHALL REMAIN IN PLACE AND INTACT UNTIL SUCH TIME AS PH 407,645.5008 CONSTRUCTION IS COMPLETE AND ALL EQUIPMENT IS REMOVED FROM SITE, FX 407.629.9124 6. NO BUILDING MATERIALS SUCH AS MACHINERY OR TEMPORARY SOIL DEPOSITS SHALL BE PLACED WITHIN THE PROTECTIVE BARRIER ZONES. SEAL: t TREE LEGEND w fi TREE PROTECTION BARRICADE h GS LOCATION (DRIPLINE OF CANOPY = EXISTING TREE TO BE REMOVED f i s ► �, c ONE FOOT OF RADIUS FOR EACH - `'' 6 0 INCH OF TRUNK DIAMETER) MIN 4' 6 0 RICHARD'F CLEARANCE ON ALL SIDES FL REG. N0 /I - FQTION BARRICADE DETAIL /�. NTS CONSULTANT: CITY NOTES: NO TREES MAY BE PLANTED UNDER OR WITHIN 10 LATERAL FEET OF ANY OVERHEAD UTILITY WIRE, OR OVER OR WITHIN FIVE FEET OF ANY CURB AND GUTTER, DRIVEWAY, UNDERGROUND WATER LINE, SEWER LINE, TRANSMISSION LINE OR OTHER UTILITY. "NO TREE OR SHRUB SHALL BE PLANTED IN SUCH MANNER THAT AT THE TIME OF PLANTING THE BASE OF THE TREE IS WITHIN THREE FEET OF ANY PUBLIC SIDEWALK OR BIKEWAY FOR SMALL TREES, OR FIVE FEET FOR LARGE TREES. Linear Application of Root Tree Root Barriers at Time Of Installing Concrete Sidewalks and Curb* TYPICAL SECTION OF ^UPS AND GUTfERVATH DEEPROOT TREE ROOT B.dRRIER 11<tSET NTO CONCRETE. `BARRIER INSTALLED IN A TRENCH LY SUBGMDE WHICH tS THEN COMPACTED. BARRIER IS SET SO TPAT TOP EDGE V4U BE 2' (5Cbi) BELOW FINCH GRADE OF CURS, AS'D SET FLUSRVATH MG OF CURB. BARRIER RIBS FACE TOWARD TREE ROOM Top of root barrier 2' (5cm) hating fish geode of curb INSTALLATION SEQUENCE: 1, Preparo base and subgrade Conn. e P. Trench to appropriate depth for fnstallatton of aAk€�rre(sOttS3kkpCfb2he 152'{btnj 4' be -_x trM grade of top of curb. - " Compacted cashed bare g 3, Place root barrier In trench, vertical ribs i'us± .v face iasvard lees rocs: 4: Rackf It and corfmd -to recltllrenents,. -°•- Subgrada carrpoolion S. Place Farm natertal against barrier. (It may be Ty� col DeepRoot LIS 24-2, ra?ed fra�a >I $out of 5 a far} uppt'wrgl use of US 18 -2 TYPICAL SECTION OF CURB,GUTTERAND S43EViALK INSTAtAT(ON SEQUECtUF: t WITH D'cEPROOTTREE R007 BARRIER INSET INTO axxt CONCRETE 1,1' spare bass sr�t svt grsda 2. Trench to appropriate- depth for SARRIER INS€ALL E0 WATRMCH IN 5WtRADi . nsl2lla.o i oiraol barn :'sr wTra€ 1<VI CH 13 THEN COAPACTED.BARRIMISSEi Wpalk rLs2'(5cm Peas SOMT70PEDGEVT•LLSET`(5ikt) ABOW Frtshgred9oflopdsideivA(q COIEFACT DSASE(atha.b :ayi rib3 h6vaybsNeento ofampaoie b se art(re ShgradeofSV{):BARRIERRMS ertidfitX, grad aafSm, FACE TOIVARD TREE ROOTS. I place root barrier .Ln trench, vertica£ h ra Corrweia. as must face katrard I" roots: ti 4, kckrill anti compact: to re0rerents. Ij 5. Place form material against barrier (I may berd!sdfimenftoitE a oftiseform) I t Subgrode:compectlon Compacted tmehed base. Typp ca? Deepttcat US 24 -2, o 901 vse of U8 18-2 "A„ To of root barrier 2' ":: -a (gym) ! rtoro trim grade or curb a Irod i 5 /B' (16rrsa) DeeppRoot US 24 -2,. US f8-2 or LB t2 -2 ■ P PORTANT NOTE; Tree locatart must aSgn va a,-bui:t *corder Of bur-2r. DeepRoct U8 24 -2. Optional use of US 18 -2. n 6 -pom. hr or 12 line -sr feet 456m). NOTES A SITE VISIT HAS BEEN PERFORMED AND SITE IS PRESENTLY LANDSCAPED WITH WHAT SEEMS TO BE, FAIRLY RECENT EXISTING LANDSCAPING. PROPOSED LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO REPLACE DEAD, NON- PRESENT PLANTINGS OR TO FULLFILL NEW LANDSCAPING' AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS, SHOW WHERE PROPOSED LANDSCAPING IS NEEDED. ALONG WITH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. EXISTING IRRIGATION APPEARS TO BE IN FULL COVERAGE, EXCEPT FOR IN SUCH REVISIONS: CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CHECK EXISTING IRRIGATION FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. No. DATE REMARKS CONTRACTOR TO CONNECT NEW IRRIGATION TO THE EXISTING IRRIGATION TO 2 01/24/08 CITY COMMENTS COMPLETE FULL COVERAGE TO SITE. NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. TE: CJINTRALT�TO VERTFY-AM3�,ADJUST4RPZATIO*- FER-°SITE CHA NOTE: HAND REMOVE THE CURB AND ASPHALT REQUIRING REMOVAL UNDER THE CANOPIES OF TREES TO REMAIN. UB 24-2 Speciffco f s Detail A' (16mm) 2e D"pRoot Tree Root Barriers 7/16' (11,1 mm) 085° (2.i6mm) SPeeaied tnec roof harriers ore c mectsankal banner err? 1/4'(6.35mm) ront deflector to present tree foots from damaging hard - CL seopes and tondscapes. Assembled in 2' tong modules to O create varying e2es of ay5nders for srrci:nding roof his C LL 085° Surround lanGr s! a or for linear a olIxAtions direct Z 2,16mm beside a hordscape adjacent to acs side of the trees (Linwr � Ousting style). 1 U 1 /2' A tfaterio's i165' (2.1 @mm) I I (12.7mm) 1. Tf>° contractor shall furr4sh and instal tree root fsorders as spec tied : The tree root barriers shall be product # US 24 -2 Detail 'B' as niamfoctured by Deep Rout Pariners, LP. 81 Langton St: J4 San Francisco LA (8B0, - 458 - 7658), or cpprcved equal. 2 1/4' The t arrier slid( be Bock, infection Molded Parris o €0,0}35' (2.16rrm) wall thickness in modules 24- (61cm) long by 24° (57.15mm j (61 cm) deap, manufactured with a rrinimi m 50 Est cur smsr �4l _685` retyped p*propylene pies': with added ultrovie'e} mfibifors; gs`c (2.16mm) recyeaSle, Finch pane€ she': hare: i L' fiat less then 4 tdalded Integral Verlioo; Root DeFecG9 R"hs ti`s Of at least 0.085° (2.16mm) thickness pfolniE,6 V2 (12.7rrm) of gfC front interior of the barrier pone, spcce3 G (15.24cm) apart. (See panel drusr,`ng below) A Double Top Edg^ comsting of two parapet, inteiral, hor'rzonta! ribs at the lad of the panel of a minim.m 6.095 (2.16mm) thickness 3/8 (9.53mm) wide and 1/4' (6.35aim) aport with the lower Tit, ottochid to the vertical root deflecting r1s.(See detail 'Al A minimum of 9 Ante Lift Ground Lock Tabs ceinsisring at lntegml trxtro ',01 ridges of o mWinum 6,085 (216mm) th ckrers in the shape of a segment of a circle, the 2 (50.8mm) chord of the Ueta1 °C` I segment Wig ffx pore! wolf and the s ,+item, protruding 3/8° (9,53nunplfram the panel The n'ure ground fucks on xch pond shall t# ((stein about eg.lally spaced between each of the vertical roo'._deflecting !k rl:s OT tiehteen each set of ribs, sere Detail '91, Ads intecrattd Zipper Join rg Stijstem pirovcd;ig for instant Pcte"W Upper JOW'n.sytem ossemb!y by slicrng one panel into another. (See Deto'f ; 2:The basic propar,ies of the mmfar4 shall be: Test A5TU. Test Method Typical Value copolymer n eepkoo Pointed D_w. Top Edge for Prrnnticrt of Root Over _ P�YP+pYlene ___. ,ama.as Groxllt ErfrO Slnnglh std TenOt stretgt4 B yke:d - 8'0.9 D538 2.354 PSf" _ Utrsiolst fide 'arc -oM krproved. Appe -vt TtnOe aketgth 0 yaid - -fihp DS38 Me. PS °......- " (Sts DtW. 77) yw nmge5 - waA DW 7.449 - Yrc'� Eloo;eon - binge Dd38 7.01% tie -:cal ltodtkis D79M 119.52S Psi DupRcot Nofched.lrad impost - Wail 0256A 3.84 (ft -1Ls) home as Eytrt -Patel U5 Patent NO :. 5Aroa4z - flu; et iton3nES3 -r. adz -- t5att D78.rJ`t 84-4 _.. ..-. to ¢ fi,3Z544 anal 5,528.85 end other Patent; Peadnq . a<, .`tom U.S, Pntertst 5,070,642 , 5,305,549 and 5,528,857, .9 Other Patents Pending: B. constracton and Instokotion sir Root aeDatUng 7os kuTd Pmt of Pavtt 1. The contractor 'shad instoP (he tree root barrieft with the aurnber of panels' and in the .manner <_ io9f. ^<- on the Draw- tngs, The vertical root deflecting Abs shill be facing Inwards to Uta root bag end the dv-Ne fop edge shag be 1/2' heat x:085' (2 t errs t) INc'c 6DX (12.7mm) above geode_ Each of the required mirilber of Post Cansurner Recycled Pobrp.V/t v panels shall ba connected to form a orate around the Coat ball or jo ned In a tinceir fashlan and planed along poteraled Wed crowd lacing MPS PQ� the adjacent herdsecpe. (San Dtta3 '8"j 2: F=cvotion and soil preparation shou conform to the Drofrnys Rovrw'ad. bdgCS _ res 5afM.lr_ 0nd - 5trtn0 S400 Z U CL '0 O 0 C LL Z � = 1 U L Lim 1 COPYRIGHT © 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 2 ROOT BARRIER DETAIL I L1.1 CHECKED: YODIFIO) 02 /08/08 14:58:49 J : \F\FIF MHIRDRANK \2006.0412 \060412L1.1.DWG 5/8' =1'-0' CARSAN PLOTTED: . 1 1 I m m I m 0 m 0 CITY NOTES: NO TREES MAY BE PLANTED UNDER OR WITHIN 10 LATERAL FEET OF ANY OVERHEAD DD0Y WIRE, OR OVER OR WITHIN FIVE BET OF ANY CURB AND GUTTER, DRIVEWAY, UNDERGROUND WATER UNE, SEWER LINE, TRANSMISSION LINE OR OTHER UTILITY. 'N0 TREE OR SHRUB SHALL BE PLANTED IN SUCH MANNER THAT ATTHE TIME OF PLANTING THE EASE OF THE TREE I3 WITHIN THREE FEET OF ANY PUBLIC SIDEWALK OR BIKEWAY FOR SMALL TREES, OR FIVE FEET FOR | U\RC[ TREES. , _ ....... ...... _____- 10' 13.5" - � auu / ! NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANCES. �� LAU� �� K��U �� U� PLAN F � GRAPHIC SCALE 0 0 NORTH 1 F G PROTECT TREE mV REIN[ RUBBER HOSE. RED PLASTIC FLAG ON WIRE ABOVE TURNBUCKLE 8c 4- ABOVE GROUND. /TYP\ 3^ WlN' MULCH OR AS SPECIFIED. 5^ BERM TO HOLD | PROPOSED P ANT UST ! MINIMUM QUANTITY SIZE / SPACING | 10' R[ MIN. 10 2.5" CAL ! / ��J�� .�v�/��/ / //^��w BOTANICAL NAME SYMBOL (COMMON NAME) �~0/ QUERCUS V[RGlNlANA (LIVE OAK) \|KI PPqTnPV TPF-F-.q nm/cn. DOUBLE STRAND #10 GAUGE Sp 5ABAL FAUN 0' H[ 3 AlV' WIRE, TWISTED 0b CAiV. U - �� (CABBAGE PALM) 2^ CAL � �M��~��K��K�� U �� U N--��U��U ��U"� -� � = �. " " ��" `~. ~~° wu " -^ � RO L . _ H_ BNISHED GRADE SHRUBS & GROUND COVERS 2"X4'X3 STAKES BURIED BOTANICAL NAME MINIMUM 3" BELOW GRADE. SYMBOL (COMMON NAME) SIZE /3pAClNC QUANTITY U ! U TAMP TO PREVENT--/ `-PREPARED PLANTING 800 SF FUTURE NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANCES. �� LAU� �� K��U �� U� PLAN F � GRAPHIC SCALE 0 0 NORTH 1 F G PROTECT TREE mV REIN[ RUBBER HOSE. RED PLASTIC FLAG ON WIRE ABOVE TURNBUCKLE 8c 4- ABOVE GROUND. /TYP\ 3^ WlN' MULCH OR AS SPECIFIED. 5^ BERM TO HOLD | PROPOSED P ANT UST ! MINIMUM QUANTITY SIZE / SPACING | 10' R[ MIN. 10 2.5" CAL ! / ��J�� .�v�/��/ / //^��w BOTANICAL NAME SYMBOL (COMMON NAME) �~0/ QUERCUS V[RGlNlANA (LIVE OAK) \|KI PPqTnPV TPF-F-.q nm/cn. DOUBLE STRAND #10 GAUGE Sp 5ABAL FAUN 0' H[ 3 AlV' WIRE, TWISTED 0b CAiV. U - �� (CABBAGE PALM) 2^ CAL � �M��~��K��K�� U �� U N--��U��U ��U"� -� � = �. " " ��" `~. ~~° wu " -^ � RO L . _ H_ BNISHED GRADE SHRUBS & GROUND COVERS 2"X4'X3 STAKES BURIED BOTANICAL NAME MINIMUM 3" BELOW GRADE. SYMBOL (COMMON NAME) SIZE /3pAClNC QUANTITY U ! U TAMP TO PREVENT--/ `-PREPARED PLANTING Al ��~�� U��K �0 �~�� -- " �~�~ « �~�� : A SITE VISIT HAS BEEN PERFORMED AND SITE l3 PRESENTLY LANDSCAPED WITH � WHAT SEEMS TO BE, FAIRLY RECENT EXISTING LANDSCAPING. PROPOSED LANDSCAPING, INDICATED BY THE DARKER SYMBOLS, IS BEING ADDED ONLY TO ' REPLACE DEAD, NUN-PRESENT PLANTINGS OR TO FULLFlLL NEW LANDSCAPING - AREAS. EXISTING LANDSCAPING IS SCREENED, INDICATED BY THE LIGHTER SYMBOLS, TO ALLOW A VISUAL OF WHAT IS EXISTING, AS WELL AS' 3H0N WHERE PROPOSED --- ------ --'--------------------------------- LANDSCAPING IS NEEDED ' \� �B0 �� \��\REQU� }np� ALONG YVDH THE EXISTING LANDSCAPING, THERE IS ALSO AN EXISTING IRRIGATION. \,�' � ��T=�7.�� \ � �'`'�^°°`+ �� \N��iy�� p��NU� `--�---OA� /�=°~~,.. EXISTING lRR[CVQ3ON APPEARS TO BE IN FULL COVERAGE, XCEPT FOR IN SUCH CASES AS NEW LANDSCAPING AREAS. CONTRACTOR TO CH~ K EXISTING IRRIGATION �y�BT� \_ TREES TO 8E ADDED �x�n «/v/��/��'x 5~0L { oye foge \yK� d'n/'"" FOR MALFUNCTIONS AND ADD IRRIGATION IN FULL TO NEW LANDSCAPED AREAS. CONTRACTOR TO CONNECT NEW IRRIGATION T0 THE EXISTING IRRIGATION TO GULF TO BAY BOULEVARD (S. R, 60) ng.a'e('ds COMPLETE FULL COVERAGE TO 30E. (RIGHT OF WAY WIDTH VARIES) � ... i£ NOTE: LANDSCAPE ARCHITECT HAS FIELD VERIFIED THAT EXISTING LANDSCAPING IS IN CONDITION AND LOCATION THAT IS IN ACCEPTABLE ORDER AS REQUIRED PER CODE. NOTE: CONTRACTOR TO VERIFY AND ADJUST IRRIGATION PER SITE CHANCES. �� LAU� �� K��U �� U� PLAN F � GRAPHIC SCALE 0 0 NORTH 1 F G PROTECT TREE mV REIN[ RUBBER HOSE. RED PLASTIC FLAG ON WIRE ABOVE TURNBUCKLE 8c 4- ABOVE GROUND. /TYP\ 3^ WlN' MULCH OR AS SPECIFIED. 5^ BERM TO HOLD | PROPOSED P ANT UST ! MINIMUM QUANTITY SIZE / SPACING | 10' R[ MIN. 10 2.5" CAL ! / ��J�� .�v�/��/ / //^��w BOTANICAL NAME SYMBOL (COMMON NAME) �~0/ QUERCUS V[RGlNlANA (LIVE OAK) \|KI PPqTnPV TPF-F-.q nm/cn. DOUBLE STRAND #10 GAUGE Sp 5ABAL FAUN 0' H[ 3 AlV' WIRE, TWISTED 0b CAiV. U - �� (CABBAGE PALM) 2^ CAL � �M��~��K��K�� U �� U N--��U��U ��U"� -� � = �. " " ��" `~. ~~° wu " -^ � RO L . _ H_ BNISHED GRADE SHRUBS & GROUND COVERS 2"X4'X3 STAKES BURIED BOTANICAL NAME MINIMUM 3" BELOW GRADE. SYMBOL (COMMON NAME) SIZE /3pAClNC QUANTITY U ! U TAMP TO PREVENT--/ `-PREPARED PLANTING \unnnr /ovrun nvLL// J u^L, aw U.U. PM PUDOCARPUS WACRDPHYLLA 4' R[ 20 GRADEATVHICH SHRUB GREW PREVIOUSLY. (pOD0CARpUF) 7 GAL, 4` 0 .C. (MIN. 1- ABOVE FIN. GRADE) DV CDETES \EGETA 18" K[ 40 3 , MIN. MULCH LAYER (AFRICAN IRIS) 3 GAL 24" O.C. MIN DEPTH OF 12" PREPARED LEG DRlOPE MU3CARI 12 . - 18 ° R[ 9_ 4 0UNDC0NER (-' c/umT) 1 GAL 12" O' C ' rW BOFMmPAM LMV URlOPE MUSCARl 12^ - 18" R[ 23 8 RIOPB 1 GAL' 12~ U'C. FINISH SOD BAHlA QUANTITY TO BE CALCULATED BY GRADE THE CONTRACTOR. U U n U U .~ -^L/ ~ -U- ^ ^ PREPARED PLANTING SOIL AS SPECIFIED NOTE WHEN SHRUBS PUNT QUANTITY TAMP TO PREVENT— OR GROUNDCOVERS ARE USED IN SETTLING MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING xx SOIL 8 PLANT MATERIAL — UNLESS OTHERWISE SPECIFIED. PLANT SYMBOL SHRUB AND GROUND COVER NlS PLANTING DETAIL mm= U u RUBBI HOSE MAJOF EACH TRUN (TYP) 1' RI` Ql TAMP TO PREVENT SETTLING uj Q \uummum nmwc/ ormuimu oc uuomu// Cn ail .~ -^L/ ~ -U- ^ ^ PREPARED PLANTING SOIL AS SPECIFIED NOTE WHEN SHRUBS PUNT QUANTITY TAMP TO PREVENT— OR GROUNDCOVERS ARE USED IN SETTLING MASSES ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING xx SOIL 8 PLANT MATERIAL — UNLESS OTHERWISE SPECIFIED. PLANT SYMBOL SHRUB AND GROUND COVER NlS PLANTING DETAIL mm= U u RUBBI HOSE MAJOF EACH TRUN (TYP) 1' RI` Ql TAMP TO PREVENT SETTLING uj Q \uummum nmwc/ ormuimu oc uuomu// Cn ail MULTI- TRUNK DETAIL mm BOTANICAL NAME MINIMUM SIZE / SYMBOL U K PRUNE AND TIE FRONDS. A MINIMUM OF lP lLLIClUW PABVlFL0RA EXISTING ANISE) LS --------_'- S- U n EXISTING (D0ARF CRAPE REMAIN 7 FRONDS WITH HEMP TWINE. FRONDS TO T'-- -'T'- ''-- ------- ESTABLISHED PS PHILODENDRON 8ETACEUM EXISTING PAD TRUNK WITH 2 LAYERS OF BURLAP (FOUNTAIN GRASS) TO PROTECT THE TRUNK' USE A MINIMUM OF J GALVANIZED STEEL BANDS TO TIE OPH[OPOCON JAPONICA OJ EX[STlNC %^X4°X1B~ VODD BATTENS AROUND MONDO GRASS) TRUNK. ^X4 ' ' 2" BRACES TO BATTENS 20- APART TO PREVENT SLIPPAGE. IV ILEX V0MlTORD\ EXISTING OFEACH SUPPORT AT ANGLE AND TOENA[L INTO BATTENS AN GROUND PROVIDE (3) 2-X4- SUPPORTS. CUT TOP (YAUPON HOLLY) x U " BRACES AS SHOWN. SUPPORTS SHALL REMAIN IN PLACE A MIN. OF O MONTHS. MULCH AS SPECIFIED ORIGINAL ROOT BALL PLANT PIT — DIG TWICE THE SIZE OF ROOT BALL THE ROOT BALL SHALL BE PLANTED TO THE ORIGINAL DEPTH AS IT OCCURRED IN THE NURSERY CONTAINER OR ESTABLISHED GRADE IN FIELD GRDYN CONDITIONS. ROOT BALL SHALL SIT ON UNEXCAVA7ED NATIVE SOIL. BACK FILL WITH CLEAN SAND THOROUGHLY WASHED IN. PALM PLANTING DETAIL P|b � ^ IMPERVIOUS ('"°EM^`'/^^"E°"L`" 3G��70 SF 56 % 4�@0 3F 8 %BUILD[NG 50 � OPEN SPACE (GREEN) 27.673 SF 44 % | / / V.U.A. 12% OF THE V.U.A. SHALL BE PROVIDED AS INTERIOR LANDSCAPING.i TOlAL\(U�� 30'376 SF X 12% = 4,365 SF REQUIRED. � TOTAL INTERIOR LANDSCAPE PROVIDED = 6'840 SF | | i ARCHITECTURE ENGINEERING INTERIOR PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645,5008 FX 407,629.9124 RICHARD, T." n n U U CONSULTANT:U REVISIONS: NO. DATE REwWKS 1 10/05/07 C11Y COMMENTS 2 01/24/08 C11Y COMMENTS I 3; n n COPYRIGHT @ 200 |NTERPLANLLCRESERVES COPYRIGHT fk OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OB PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROJECT NO: 2006.0412 [ATE: 08/17/07 L 1 �CHECKED: . � umxFIa.m2/08/08 1*:58:44 xuuxm 5/87--1-o omnmw '---' ! � | 0 " BRACES AS SHOWN. SUPPORTS SHALL REMAIN IN PLACE A MIN. OF O MONTHS. MULCH AS SPECIFIED ORIGINAL ROOT BALL PLANT PIT — DIG TWICE THE SIZE OF ROOT BALL THE ROOT BALL SHALL BE PLANTED TO THE ORIGINAL DEPTH AS IT OCCURRED IN THE NURSERY CONTAINER OR ESTABLISHED GRADE IN FIELD GRDYN CONDITIONS. ROOT BALL SHALL SIT ON UNEXCAVA7ED NATIVE SOIL. BACK FILL WITH CLEAN SAND THOROUGHLY WASHED IN. PALM PLANTING DETAIL P|b � ^ IMPERVIOUS ('"°EM^`'/^^"E°"L`" 3G��70 SF 56 % 4�@0 3F 8 %BUILD[NG 50 � OPEN SPACE (GREEN) 27.673 SF 44 % | / / V.U.A. 12% OF THE V.U.A. SHALL BE PROVIDED AS INTERIOR LANDSCAPING.i TOlAL\(U�� 30'376 SF X 12% = 4,365 SF REQUIRED. � TOTAL INTERIOR LANDSCAPE PROVIDED = 6'840 SF | | i ARCHITECTURE ENGINEERING INTERIOR PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407,645,5008 FX 407,629.9124 RICHARD, T." n n U U CONSULTANT:U REVISIONS: NO. DATE REwWKS 1 10/05/07 C11Y COMMENTS 2 01/24/08 C11Y COMMENTS I 3; n n COPYRIGHT @ 200 |NTERPLANLLCRESERVES COPYRIGHT fk OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OB PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROJECT NO: 2006.0412 [ATE: 08/17/07 L 1 �CHECKED: . � umxFIa.m2/08/08 1*:58:44 xuuxm 5/87--1-o omnmw '---' ! � | 0 F 0 TREE SURVEY I= ■ ■ � 1 A S P H A L T I I I A S P H A L T Q I I I I I ( I I = I I I I I I a I I I n I L--- - - - - -- - - - -- - - - - -� �- -J ( I ` - - - -- N I a Q I N I j I a I I 1 589'38'31 "E 247.54' \ 1 1 _ / 1, \ Ise 1 \ to• 13:5 - � j'- - - - - -- 15' 155' �\ 14.5• l _ l STORY 1 4 5• ` >o (STUT, I., 20'` 2t.s' - _ A S P H A L T I / � / flax 1 � DUMP 18• gas• t / wl/ � .1 _ 1a5• *25- � / � 1 /� 15.5' > W W J� O� mo W >' U3 o � F- c� Q (2 ■ UL a I P l A S P H A L T .00 1• \ � 5t 5• 8 to -'- - _ �- �' ► 1 A S P H A L T Sias• o a 1 I 17.5• l 1 . / 1 L_..•-- _-- _—-- --i- -- - - --J/ �\ ' _�I\ j a 31.00' LX ae 1 y r \ \ 1 0 25.40 r- 48.20' \ ( \ 1\= PARCEL "D" 12' ONE SCONCRETE BLOCK, 1 \ 1 STUCCO do STONE• 1 FFE =40.03 I — / o ONE STORY WOOD FRAME I � � FFE =39.48 1 1 N 1 "RUBY TUESDAY' RESTAURANT o I \ I � #2730 oq L — — — — — — �� PARCEL "C" I "JOE'S CRAB SHACK' r-- - - - - -� 'wo 1 1.567 +/— ACRES \ t 1 1s• ' 1 (68,249 SQUARE FEET) I A S P H A L T / I fe BRICK 1 PAVERS 1 l 1 t 1 2- I fa• t 1 1 \�` v\ 1� / 38.30' L- - - - - -J — — Ir. -1 �€ / 2.00' t— —1 1 0 -IL - / 0 c I I N 1 PAVERS 1 1 .� 1 -_ 55.80' i I O 19.75 I i N --- - - - - -- 1 ------- - - - - -- I I r------ - - - - -- 1 BRICK 1 PAVERS 1 BRICK PAVERS 1 L — — — — - -1 ° - - - - �G� ?• s, t I A S P H A L T _\\ S P H A L T BRICK PAVERS ; 00 •, t7- I 19 -- �-------- �- -.--y/ 18.5' / � 12;" 4 / Lw /..- i --------- �-- - -- �.\ S8W46 01 - 15 L -- — — — — N86'50'35 "W 27,89' A S P H A L T A S P H A L T �m�muum� �um�uml�Ii� GRAPHIC SCALE 1 NORTH ■ ■ Inv OAK TREE SABAL PALMETTO i RED MAPLE k t E TREE DRIPLINE ■ 1 1 1 1 ■ INTERPLAN J ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 933 LEE ROAD, FIRST FLOOR ORLANDO, FLORIDA 32810 PH 407.645.5008 FX 407.629.9124 SEAL: } f7% �. CL- RICHARD BT, j � FL REG. NO. 1 21" ° !6 ■ I CONSULTANT: REVISIONS: NO. DATE REMARKS 1�le Z V i 0 CL O o 1 = N _ U LL- LIM� L.L LmL = 1 1 ■ COPYRIGHT © 2007 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. PROJECT NO: 2006.0412 DATE: 08/17/07 TS CHECKED: ■ MODIFIED: 09 /11/07 13:22:38 J.\A- J \FIFTMHIRDBANK\ 2006.0412 \060412TREESSURVEY.DWG 5/16' =1' -0' CARSAN PLATTED: . F- C- d f... r;r4 , _ 6 I; \ - \ G- q S 'fir I� ------- ---------- ----- '__ °_ °____ ------ . ______ ____ F 7 1 REFER TO ARCHITECTURAL PLANS i - - - ® ®OR ADDITIONAL DETAILS AND DIM/ONS* P� y SAW CUT EXISTING EDGE OF ASPHALT _ L -------- _----- _3C_ -__ -_ F ENCLOSURE OSURE AND PAD SPECIFIC c �r TO FORM A STRAIGHT CLEAN CUT. c._ ;� IN 1, x NEW PAVEMENT TO MEET AND MA CH 1 '~~�~Po~s$~'m~ -_ itJf �� `}1`) CONSTRUCT 27 LF TIMBER RETAINING., WALL I�� 26.91 (S - CONSTRUCT ;; ff E �s,l ? _r. EXISTING. DETAIL SHT. 4 EX STING MATCH - � � lH 37.40 DUMPSTER PAD ( v ` �`�7 z 1 ! `.1 � r=� DETAIL SHT. 2 •� r, S89 °3 '31 "E 37.50 <' -- - - -- 35---- .,�-------------- - - - - -- - - - -- __ o �a 20 40 37,47 I}`247.54' M STI 8 MATCH �• ' r ....�" " El 237:07" (MAX 5 U ro a Ci .3 � �... s , . �- - 1 If 0 1 °.. 3� ;.r SCALE: 1 "' - 20' i , , J r ' I % t \ ■ If QCD ET 8 MATCH t u °1, 1?,I�a q V ,' 36 50 , 0. .00 F.O.W. F 3 70 x:70 = EXISTING `\. tl ° °° s R�� tee,. ' • r /�•• ° 36. 4 r° 6.5 6.50 ,F` t ' 41ttz L> I 'erl X ®i C R =10' ®i= lr ■ rr ;:F ■ Er�L� • < <cS�iC ~� 30'.•° d. �-� i,p r - ` ,I;? t ,l t II i R =3' DE AD �� ^5 i; R =2 ' j 4t i1 t 2t '°< REFER TO ARC PLANS ° , j r 36.50 p TYP. < °'.•:: - r r, -' ;� :ry O r G ° a !Ba ; ` - FOR ADDITIONAL 'DETAILS AND DIMENSIONS j. `�~ - -- -- `, °`- 0 ENCLOSURE AND PAD SPECIFICATIONS, ' "fir �d r ' - ® rr L, r x. j; `,. �� = ¢UT EXISTIN EDGE OF ASPHALT ° 36.13 36.34 ■ P �, 51.55 OW STRA HT CLEAN CUT. _ 36.70 r r ■ u 1 i 35.50 B 35:50) , NE,WFPAVgAE T MEET AND MATCH DUMPSTER PAD , ✓r H.P. %� f I XISTING. � I ,NAIL SHT 2 3. m> �,iT 36.00 35.75y 36.10 r 12 • DEAD t }� I "' p -'G' a� ® r °Y �a \ -� _ � C� ,a_ __ 4� LIMITS OF PAVEMENT CONSTRUCTION tc;, ; !, �+ .40 '�r �? i> / ♦ R =25' F- ' x - ° - - -- _3cP - - \..2,00' 't. E'I` MATCH ��.C2` 4 L o /" �' <; • • a t _t___ _ - -6..° a' E FSTI G AT PROPERTY LINE �l .4 4 •. I- iti 8 �" 37.1 P t RECONSTRUCTION OF PARK PLACE BLVD. ` R =5 ,�, �• o __ „�. +" R =37' 1 , °..; �• _ -_ _ _ -- - - -c - " ,�, 3 `TO BE PART OF INFRASTRUCTURE -d° ;', �' ®® N �/ " �'�' `° t�s 36.18 36.30 -�- - ! t i 35,30 35.45 . --� IMPROVEMENTS, et �„ a �..� f' �' I`, _ _ __ _____ II _ - r h _ x 9 3`J.65 XH.P. --'- v. 6.30 __- _ - _3. P _______ __._ ___ �________ -_____ _____ ________ _.___ °.__ _ _ _______ - ___ _._____. (T P.} 35,55 °g- ��`' R 3' � Y I E} 35.3 -- _ xtrn �; -5 >° 36.25 36.45 ' P I 65 r _ , ° `� 1•� r _ .66 \{ ; ar a ' 1 u 35 I 35.4 R 20� -°- Ws �.. cal 39.0 ° ^', f,r .L: r�F :� 36. O ' ii_..a 1 � t r `' ® r- 36.10 \..,� t 3' TRANSITION FROM 36.53 35.90 • 1 t VERTICAL CURB ° • 36.7 ■ 3 ?1 - _0 t 39.00 ` T(P ) 0 6.4 �l 35.65 TO FLUSH CURB AT ° 3tJ ® • C11 36,45 =5 t1 39.47 [ASTER PAD • ° 2r` r I , • IC? _ _ _ TOP OF BANK rr '� `'�` ° ,� -�-"'� 36 5 I TYP.) ' ■ ro P efi x R C7' Iffy 244 t rn _ j� I 39.25 I'3 36.5 � � v ,� 2 ° PP / r 4:1 r' 12 0 - t 7 ' 35.75 �. }: 1 'c> H.P. ''r 36.77 =3' _�` 36.55 36.75 �?, �, `� 36.15 �._.. 4K , ; . •''f s i` ' °° ° - -�^.. rP r ° c G.E. r - I. AREAS WITHIN LANDSCAPE ISLANDS WHERE TREES 38,80 °t r 37.17 { rr R= ' ° ° P C 33.90 t ARE TO BE PRESERVED SHALL BE LEFT AT , 37.22 • S r AREA z ' r f / ®° `_ �•1 ° 3' TRANSITION FRdM 37.45 ( ��,:° P U TO REMAIN t"- - ■ Q t NATURAL GRADE TO PROTECT TREES. I "�� `� GRADING SHALL BE DONE TO MINIMIZE IMPACT t ` [ t / , t' R= t 38,45 "VERTICAL CURB r 1 II NATURE -� r -•�► Q FLU H CUR AT R=I r TO ROOT SYSTEM. N ' t r ` t ` 39.40 39,10 R=5' t TYP. OADIN ZONE (° =5 r Ir •� c - z t V4r Ei.i 11 ! ! { 1 63 `. t t _ / r R =3 ' • • d r ' �' ALL EFFORTS SHALL BE TACKEN TO AVIOD -3" r •: J r t 11 t r • t n !i T.O.W. ? r t ° ° 2, ALL STORM INLETS AND PIPES ARE INCLUDED IN > ! it t '� t ' 39.7 ` r LO IN " r ! ° ° `� u 38.10 t I DAMAGE TO TREES TO REMAIN. 39.20 r T.O,W:` ��.`, t ° 39.40 r ZQ I' 3 .65 3? 15 CO T-RUCT 27 L{F TIMBER RETAI i_ !`` i� 36.32 I • t 1 I ;37.50 r 37.50 r • INFRASTRUCTURE PLANS FOR PARK PLACE OUTPARCELS. ' . iil 1 i1i t' t r \I r 38. 5 r{ D�k I� SHT, 4 t C= rt } i ■ 3 .35 3820 t �ti Cg` dt t4\ tt ®1` i s`f .27 r fri _F_. ■`S 4:it r M ® r 38.15 h � cIr 9C LEG 1 37,43 END � / ` r,, � � of iI1 , j1 24' 5 3" TRA ITION F O tt t `j i t 4,f4 i f t S / -° ® ® ® ®® EROSION CONTROL MEASURES ilt t I r 1 I t U 36 LF TIMBER RETAINING VER CAL CUR CT O's o J O u. c^ Al T = I / tl , 4 !, 37.35 d 0 6°° VERTICAL CURB a I I , �� t ® 37.75 WALL WlALUMINUM HA AIL ' '` I TO NO CURB AT �V STEEP SLOPE VERTICAL CURB 11 l t - ALONG SIDEWALK �' .r• LOADIN ZONE 1 � t Id �:111i ' • e'J 39,40 `� `" ® �'�_ - ` 37.48 ll t T.O, J. - TREE TO BE REMOVED AS PART OF I t - ..T 39.40 = t 37,.,40 LO DING THE INFRASTRUCTURE PLANS lil 4:1 1 P � 1 C\j Cn 1 37.5 37.58 O Ei K'i 3.9:2..9 23 ' - l(7 - -- ,` 1. ti:- i 1 .,. Cn 37.90 <P. P TB °'. I`- ;•�, 9 Iii I d� C. it t`"l t 1 I �� r r o Q�1 37.00 >� - `. 37.00 37.75 �' 36.50 - - - - -- �- l It t t r rr 39.50 r O Q `t H.P. 37.00 37.20 t, ` : • �.. N a 38,23 ' ;t -� t 6 36.75 t 6 ,36.50 TREE LEGEND 1 i t F I O 1 f ),_ li li a I I -«? r "' Z 37. m r t.:. T.O.W. H.P. Ili 1 o { • T.O.W. • r .. ,, "':', 35.85 t r ♦ r 36.0 ` ° EXISTING I TREE SPECIES ITO EXISTING i t 0 . I ' r ,, �} 34:80 4 TO REMAIN (UNLESS OTHERWISE NOTED) BE REMOVED I l i it t r t t PE .. r RUBY • 1: 37j50 37.50 X 3� s •® `" I I 22 i ! ?' ,� 24 I;f r 37.78 �c.I�• �� , M0ZZARELL S t YIm: _ �� , r P. 38.45 A OA y. r , d 1 t rTUESDAY • r • I - �' PINE jj Ili t t t s. 24" 24' 9.50 , ` t > ' - I u• t CV "i tIt t tt F. F. �LEV. = 40,00 26 *.. - ra _ -- -9 CAMPHOR ! �_.�.`e F ELEV 38 2 r � PHQ t `t ` ! 36.75 36.12 I 36.40 41 1 F; I Ii t ` t c UNKNOWN R=5 ° CONSTRUCT 83 LF TIMBER 1 I a ' - 0 i� ',' i4a ` t ` � I 3 (TYP. :.° RETAINING WALL I �� T.O.W AX i t t i 0 S -.c ~. i O (� MAPLE If t } I m tt tt ! °, °'� -r 36,55 ��` ;g. DETAIL SHT, 4 3'I a 34.80 O CAMPHOR If t, 1 i (P l , l t °° °l �4 \° �} �° IFi 3.1 t''c' 37. z 38.50 39.5 \ • ! ! ® • f J`� PARCEL I I N t t 4 ° 2 �E. r I g �- 4 • ra. rlf l ibl t� i1 tt t °t` 38,15 5:I t ? rr 10 3c �f 36.30 . � .� � P A RIC E L rr rr, ,` I 36.45 t.` 38.23 ■ `° 3 =I ° o ® ` LEGEND t t- ♦ I ! (p 1 i i t` t, ttt ° °° R 5 i 38.20 r' I lam. 37,90 t ° t 20, 3' TRANSITION FROM r 4 °, �1 T.O.W. ° }i It t t 6" VERTICAL �URB DETECTABLE ARNING TEXTURE °' t ® 3:I EXISTING DESCRIPTION PROPOSED i ii I O t ` t ° 0 FLUSH CURB AT • 36.00 Q ,_,. , - f( r R ACC tSIBI ITY REQUIREMENTS , ®; 38.25 �`\ ! r. I rn t t tt SIDEWALK t MANUEL, FLORIDA BOARD OF - 36.3-'' ■ x 33, f4 SPOT ELEVATION 35.95 1 t t , ° , 40.00 G rCODE AND ST 36.15 ` 37.8 IU "`.a 1® J`` if l ti I v t t ° 39.5 t 39.5 ♦ ° 7 �0 s t t t 8,8 J (TYPICAL) 3' TRANSITION FROM 37.8 t F ,a . (6 t, z t ` r 6" VERTICAL CURB ■ t� ~sue ♦ t t °` t ` 7.70 38.20 38,25,1_ ® • 7'� `�� TO FLUSH CURB AT r �� ♦ �'' 38.10 37.85 SIDEWALK - ` ~. 3 t 37,95 r M ° s LK ti \ 3�.$5, 38.96 ( �. U 4 �' 36.32 ' 37.6 s 4 rJ �.�J^' ` �\ Cl,.r�<<; �'.I< ; Q R IvtP R { e; gig: ' w, �t , J C i? U _ E I' .I E R - I, I g _ F Y>' 1 i�.c_ t', t 42.1) :3: ?: RAMP i it 1 1 '3' TRANSITI N FROM :. .r W °.d r r , 6" ug 39 0 r - VEf�TICA CURB o I ,< ? 1_1 tE kL-t ti3't - -- ALTERATION. m HEEL TO FLUSH C RB AT HEEL �.,� �� _ - r"t t It t- ; `° '° • °° R =18 37.9 STOP 38.2 38.05 37.80 - `s EWALK r A ` 37.47 s OP , 37.91 36.05 s'R MP`d I i RA P�� a2 3 �' CONTROL METHODS i \ f1 iI 37.90 �° R =3' 37.33 36.8 �� 36,00 36.23 TYP. o °` 4,5 7I ? _ RO iaL D YP.} �_ N°• R YP.) 3. �`` UP( j( _ I2' 37.13 37.13 `A � � �.- R `A R -5° r t t 35.65 cQ i{ it I °° °° °° °° °a 3$.80 r� t (TYP.) TYP. t 1 36,00 / 35,75 ,ll 1' 37.81 12' ' -- TYP. _ t _ °-,3,3 li 37 /48 t 37.70 - f 4?. _� 37.17 37. • L20 , 85 1 38,30 37.40 r YP.} 36.85 ® 3 :30� 36.43 --- _ 37.01 °• ••� 37.75 t -r�•' �. � � : 37.51 a TYP.) ., �J, f f 37.35 ! 36.08 -- _k__.___.___ -_ -._ 36.19 t` ` � n. 11 i 4: � ° ° ® R =42' �` � 37,72 I -°---------------- ._,_____--- _--- _-- __--- ---_- f �• ., Zl "J.° ' t 95 _ ' t:. - Vy _ - - - -' ^ - - -- - - -- t 35.55 R 5 - _ °•(TYP I (I til c w `0- t ' 1 N i 37,17 'r 36.62 _ �(- °t H.P G.E. t w ul i 219941 4; G.E. 1.5 37.35 ♦ 35.30 Q QC� R =5' F R =5' (TYP. 36.30 35.50 ° 35.55 `I 5`r' R� INS is e; .4 a i` �" ""- } t °1 ° • ; 1 . \ + NTRAt- PE TEt1i 2. 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C' DINIAH ErS AND r ° .'� N_ ,.� "" C l �. t°' s - F' c F - "' C a✓ 1',I B c:- 0 i t` ' gg •A E "t <-e `i 4 P., 1 f__ �s ��. ef$I 4 �. s r;H G TJ� Ti iL < • Je ,�.. .° � { DATED � � � faj� _° 1 IF.'y'. a;.•.;aE F_. •- 9�`°.�,, �t,�s' SI�a.NED pp .4 r° +.:iVVi1"`a Usti:., ' '" GULF TO BAY BOULEVARD - SR 60 KC! EANGIANEAERIANG ASSOCIATES, INC, Engineers • Planners • Surveyors • Scientists • Landscape Architects ®24945 U,S, 19 N. 5010 West Kennedy Blvd. 8406 Massachusetts Ave. Clearwater, FL. 34623 ❑ Suite 200 Suite A -2 (813) 791 -1441 Tampa, FL. 33609 New Port Richey, FL. 34653 (813) 282 -0111 (813) 846 -0904 RUBY TUESDAYS & MOZZARELLA'S JOB NO. .1999-282-000 FOR PAVING, GRADING AND FIELD BOOK NO, MORRISONS RESTARANTS, INC. SHT. 1 4721 MORRISON DRIVE, P.O. BOX 160266 DRAINAGE PLAN DATE, MOBILE, AL. 36325 -0001 SCALE, 9 -26 -94 (2 0 5) 344-3000 NO. DATE REVISIONS APP 'D 1" = 20' 4 DESIGNED THE SIGNATURE OF THE QUALITY ° GDM CONTROL OFFICER IN THIS SPACE ,. INDICATES THAT ALL REQUIRED DRAWN a PERMITS HAVE BEEN OBTAINED Y JLW /CAD AND THAT CONSTRUCTION IS a AUTHORIZED TO COMMENCE. CHECKED ~ N JJG 2 O.C. U GULF TO BAY BOULEVARD - SR 60 KC! EANGIANEAERIANG ASSOCIATES, INC, Engineers • Planners • Surveyors • Scientists • Landscape Architects ®24945 U,S, 19 N. 5010 West Kennedy Blvd. 8406 Massachusetts Ave. Clearwater, FL. 34623 ❑ Suite 200 Suite A -2 (813) 791 -1441 Tampa, FL. 33609 New Port Richey, FL. 34653 (813) 282 -0111 (813) 846 -0904 RUBY TUESDAYS & MOZZARELLA'S JOB NO. .1999-282-000 FOR PAVING, GRADING AND FIELD BOOK NO, MORRISONS RESTARANTS, INC. SHT. 1 4721 MORRISON DRIVE, P.O. BOX 160266 DRAINAGE PLAN DATE, MOBILE, AL. 36325 -0001 SCALE, 9 -26 -94 (2 0 5) 344-3000 NO. DATE REVISIONS APP 'D 1" = 20' 4 �.. �.��". 1 /'" /r, III "- i i.. K; - -2 .2 5 rfa, G_ �� \ _ _ _______ ._________ -- _______ __ -___ _____. ........ all I �. e 1` •, 7 7 <_ ` 9 I _j I \y{ ,--- - --- -- 0 11 I Ii 7 ,6,12 f1 i .! I til ly `ems 4"''. 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ME - - - -- - - / � - - - -- - - r _ I_�--'-- _- __________ _ _ �______-- '----- --- -- ---- -- C LORINATION INJECTION TAP i I , I „ \ t/ ..::.: ! W Ill a W a. 0 cn as u' W W Cr- Q > VARIES W W (L Q_ 0 0 u9 J W J Va N `$ EXIST. GROUND MEET EX. GRADE MEET EX. GRADE VARIES EXIST. VARIES (DEPENDING (DEPENDING ON TREE (DEPENDING ON —Z SIZE OF TREE) SIZE OF TREE) TOP VIEW RAILROAD TIEfTIMBER C EXIST. GRADE RETAINING WALL (SEE PLANS FOR TOP OF WALL EL.) PROPOSED GRADE DESIGNED I THE SIGNATURE OF THE QUALITY 12001 NTS 10101 NITS BELOW BEGIN SLOPE 6" •` OF •B WHERE •* J-1 AVOID `• GREATER a Wearing Surface—\ i EXISTING MATCH — EXISTING GROUMD BALES OF STRAW SHEET nTw e, n,,. +..p tT PI n SINGLE "• OF BALES OF + TO BE PLACED PRIOR • THE START OF ROUGH .. r PLAN WIRE TIE BALE TIES BALES lumll r p r r r IL lo I SEDIMENT r a 2 to X2 it STAKES, r 1 TO r: IN THE . * i, CONC. TO BE SCORED BY EDGING TOOL TO SIMULATE CURBING FIN, GRADE 1/2' RA D. SEE PLAN iii ` • , RIBY TUESDAYS & MOZZARELLA'S FOR JLW /CAD I AND THAT CONSTRUCTION IS CHECKED AUTHORIZED TO COMMENCE. 1.1 • BLUE BACKGROUND' I3 rr •? I" r• r r amoinilia mm r J 4.f H4' (SEE PLAN) REINFORCEMENT 60 X6 "X 10WWF 1 ip �1 • r r PAVING, GRADING AN DRAINAGE DETAILS AND NOTES I • : - v BEDDING WITH SELECTED MATERIALS PLACED TO BE AND COMPACTEI APPROVED IN 6" LIFTS UTILIZING METHODS AND EQUIPMENT BY f---- BACKFILL TO BE _,,—ELEVATION - TOP OF PIPE Df3 CONCRETE 18" SQUARE PAD — DRAWN 1 (4" THICK) PERMITS HAVE BEEN OBTAINED JLW /CAD AND THAT CONSTRUCTION IS d.t:4 i AUTHORIZED TO COMMENCE, 0 'a••'.'g. THREADED PVC CAP l' -6" DIA. CONCRETE COLLAR CLASS "C" CONCRETE HED GRADE • r lfffflyA. s r 1 PROFILE SANITARY SEWER CLEANOUT DETAIL CLEANOUT # + i- Approved Backflow Prevention Device (Flanged) .0111111 &- . i �Wi TYPICAL SINGLE-DEVICE d 2" MODELS N.T.S. s . • Z t C" MIN.- 12" MAX. 12" DIAMETER 8 UNDER 12" MIN, 18" MAX OVER 12" DIAMETER F.-Tolil Iffill AT I FRIMIN t 11111 N • I - FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVA NEW PAVEMENT. SEE PAVEMENT SPECIFICATI, Ili oil =to d • RUM 0, to DESIGNED 1 THE SIGNATURE OF THE QUALITY a GDM CONTROL OFFICER IN THIS SPACE x INDICATES THAT ALL REQUIRED DRAWN 1 d PERMITS HAVE BEEN OBTAINED JLW /CAD AND THAT CONSTRUCTION IS Z CHECKED O AUTHORIZED TO COMMENCE, 0 MINIM11M LE11GTA C RESTRAINED ON , i OF THRUST RESTRAINT 1 jD VALTES SMALL BE BY ii IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS BE BY i I-r A IRON SERIES 1500 . NTS CITY INDEX # 403 gtnn I Pee ( -hPrlc MUELLE Compre Saddle shall # d# stainless a with epoxy # • • ! ductile iron body. CHLORINATION CITY INDEX # 401 NTS IS 1111111off-jim 2" Ball Valve Hose Bibb 314" Galvanized � 2" Galvanized 2" Corporation Tapping Saddle —7@7 Ti CONRECTION TOP CONNECTION TEMP BLOWOFF AND SAMPLE TAP INDEX CITY • 408 INTS 7-A M: RUBY TUESDAYS # MOZZARELLA'S Q 1 1 r: r � .y ! i r • , i r .. r. .• i. r . .. , i #• # , r # r+ 1 - • ; . . -. t ; ! ':r 1 • r: 1. . # /. . . , . . • �. • : 1 r r . ... r r ,...• i. , + ELBOWS (deg.) 1 Q THRUST RESTRAINT 1 jD VALTES SMALL BE BY ii IRON MEGALUG RESTRAINERS. THRUST RESTRAINT BETWEEN PIPE JOINTS BE BY i I-r A IRON SERIES 1500 . NTS CITY INDEX # 403 gtnn I Pee ( -hPrlc MUELLE Compre Saddle shall # d# stainless a with epoxy # • • ! ductile iron body. CHLORINATION CITY INDEX # 401 NTS IS 1111111off-jim 2" Ball Valve Hose Bibb 314" Galvanized � 2" Galvanized 2" Corporation Tapping Saddle —7@7 Ti CONRECTION TOP CONNECTION TEMP BLOWOFF AND SAMPLE TAP INDEX CITY • 408 INTS 7-A M: RUBY TUESDAYS # MOZZARELLA'S Q 1 1 r: r � .y ! i r • , i r .. r. .• i. r . .. , i #• # , r # r+ 1 - • ; . . -. t ; ! ':r 1 • r: 1. . # /. . . , . . • �. • : 1 r r . ... r r ,...• i. , +