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2340 DREW STLandscape Final PERMIT #• BCP2007 -06439 DATE REQUESTED: 6/3/2008 ACT ATLAS PAGE: 281A SITE ADDRESS: 2340 DREW ST PROJECT VALUE: $1,210,000.00 PROJECT NAME: DREW STREET OFFICE DESCRIPTION: TOTAL BUILDING FROM GROUND UP (NEW BLDG) (SITE WORK ON BCP2007 -02520 - FOUNDATION ONLY PERMIT ON NEW BCP2007- 06278) nicpnciTinni- INSPECTION NOTES: 6/2/08 INSPECTION SCHEDULED BY GEORGE APOSTOLOU CTC 727 - 430 -4227 Directions to Site: PRIMARY CONTRACTOR GEORGE P APOSTOLOU GEORGE APOSTOLOU CO 275 1 ST STREET WEST TIERRA VERDE, FL 33715 727 - 430 -4227 INSPECTOR: COMMENTS: RESULT: SUBS: PLU BRYAN T WALLACE BLD GEORGE P APOSTOLOL MEC PETER R BYCROFT ELE ROBERT W COLANNINO OWNER: 2340 DREW ST LLC 965 S BAYSHORE BLVD SAFETY HARBOR, FL 34695 No Phone a CITY OF CLEARWATER - PLANNING & DE1 TREE REMOVAL PERM NAME OF OWNER ° 1,21D V aAC, SITE ADDRESS -2.'SAt) 1:X2-R_10 PHONE z72-G, �` 4: OWNER'S ADDRESS �' '5, LOCATION OF TREE(S) ON LOT y1n SPECIES AND NUMBER OF TREE(S) TO APPLICANT: A non - refundable fee of $15.00 for up to five trees to be removed, plus $3.00 for every tree above 5 to be removed is required. • Hazard uo --� • Declining • Dead • Other (Specify) Fee Rec'd. $ A) CONSTRUCTION Date 1. For new construction, additions or other modifications of a property which involve the removal of a protected tree(s), a site plan is required. This site plan must have a minimum scale of 1 " =20' for single family lots, or 1 " =50' for all others. The site plan must include: a. Major Changes of Grade f. Proposed Number of Parking Spaces j. All Protected Trees Including: b. Structure Locations g. Proposed Underground Utilities (i.) Diameter of 4.5' above grade (DBH) c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location d. Parking Arrangement i. All easements and Rights -of -Way . (iii.) Species e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees k. Tree Barricade Detail & Locations 2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain intact during construction. The barriers must meet City Specifications, B) REPLACEMENTS 1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See inspectors note below to determine the number of replacement trees required. Replacements required within 30 days. I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought to be removed is wholly on property owned by the above - identified property owner, and should it be determined that the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together with any plans submitted is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation from ermit is ed shall render it null and void and be considered a violation of,le Co munity Development Code. Signature of owner a Printed Name (_a� - Address Agency Rep esenting ^ OCL # City State Zip Phone /Cell Fax DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manaaer or his Desianated Aaent Applicable Code Section: I �� Based on the Inspector's comments and information submitted, the above removal application is: ❑ Approved as Submitted A Approved- Modified as Noted Above ❑ Denied -- G_/17/02 Signed: t Date: Community velopment oordinator or Designee /Inspector Valid for si mont s from the date of issuance. 1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03 z O r'. Ci CS, N D O m APPLICATION FOR LAND CLEARING & GRUBBING PERMIT CLEARWATER 9�giEit� D '=ry l�� L�; U i�F► DEPARTMENT )562,4741 DATE r2 -' 2 2 FEB ? 2 2007 I RECEIPT NO. A non - refundable filing W inapplicable for 6 months from date of approval. In accordance with the Com t Co e, I hereby apply for permit to land clear and /or grub the m property described below. _ , 1. Location of Property: 2 4X3 2- '�. �C t ( "St C 0rK.Q A 6/f�� 1U{� 3 2. 3. 4. 5. 6. 7. Project Name: � -� r>,6 Km_ Purpose of clearing and /or grubbing: RXNew Construction ❑ Demolition ❑ Tank Removal ❑ Other General description of existing vegetation, topography, and surface water (including all existing and /or proposed G ditches, canals, and swales) 1t C/11. 1 Proposed method of debris dispossaaij lettn1-"d Date you plan,to begin work —s1 Proposed method of soil erosion control < 1 8. ❑ No -Tree Verification Required Tree Removal Permit Required I AM AWARE AND UNDERSTAND THE REQUIREMENTS OF ARTICLE 3, DIVISION 12 REGARDING TREE PROTECTION DURING CONSTRUCTION AND ARTICLE 3, DIVISION 7 OF THE COMMUNITY DEVELOPMENT CODE REGARDING EROSION AND SILTATION CONTROL. ,22r s Rep sentative Address .- t-C,'tx� � state -I Zip R7 Telephone (b Q-q,(t)l 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 Comments: Based on the above comments and information submitted, the above clearing & grubbing application is: ❑ Approved As Submitted JKApproved - Modified As Noted Above ❑ Denied Signed: Date: City Manag or Designee 1362-0002 -GC 10-06 v i► BUTLER J* -4S1,1�3-z Gann B1--, atwC. Butler Design Group, Inc Golden Rain Nursery, Inc Charles R. Butler 4203 46h Avenue North St. Petersburg, Florida 33714 Ph (727) 521 -1684 Fax (727) 527 -7422 E -mail: bdal(_tamnabay.rr.com Tree Inventory Drew street Office Park (Phase H) Clearwater, Florida As required by the City of Clearwater, I have completed an assessment of all trees (4" dbh or greater) on the subject site and within 25' beyond the property lines. My opinion is set forth below as to the viability (rating of 1 -5) and any potential hazards of these trees. # / TREE DBH & SPECIES / RATING AND COMMENTS 01 16" Sabal Palm 3 02 8" Live Oak 3, Crowded, Old mechanical damage on trunk 03 7" Queen Palm 3 04 8" Coconut 3 05 24" Live Oak 3, Poor pruning, Cross branching, Nails 06 6" Phoenix Sylvester 3 07 15" Cherry Laurel 2, Exterior decay, Co- dominate, In wires 08 11" Cherry Laurel 2, 30% dead 09 6" Cherry Laurel 2, In wires 10 16 ",11" Cherry Laurel 2, Co- dominate, Decay, 30% dead 11 5" Cherry Laurel 2, Co- dominate, In wires 12 4" Cherry Laurel 2, In wires, Poor structure 13 20" Cherry Laurel 1, Exterior decay, In wires -- - ---- -- •- - 14 15" Cherry Laurel 1, 70% dead, Co- dominate, In wires 15 11" Cherry Laurel 2, Poor structure, In wires Ej 16 11" Cherry Laurel 2, Growing 2" from utility pole l.1 I , ji o zoo-7 U 11 __,1' L,12! T Y 0 c", �'t � T��.rj_ 17 12" Live Oak 3, Whole canopy SW of trunk, 45% lean 18 8" Laurel Oak 3, Poor structure 19 20 ",12 ",6" Live Oak 3, Included bark, Co- dominate, Cross branching 20 4" Cherry Laurel 3 21 9" Cherry Laurel 3, Crowded 22 19" Live Oak 3, Crowded 23 9" Cherry Laurel 3 24 5" Cherry Laurel 3 25 45" Laurel Oak 3, Inclusions, Decay, Cross branching 26 5" Live Oak 2, Trunk girdled 27 5" Live Oak 4 28 4" Live Oak 3 29 11" Sabal Palm 3 30 11" Sabal Palm 3 31 11" Sabal Palm 3 I affirm that my opinions have been made in good faith, with no coercion from others. I further affirm that I have no interest with the parties or people involved with neither this issue nor any interest with regard to the outcome. Sincerely, Chuck Butler, Certified Arborist, Certificate #FL -1235A Butler Design Group/ Golden Rain Nursery, Inc. ROCK CONSTRUCTION )7 (ASPHALT) ENTRANCE �G f ti (ASPHALT) z E. R/W LINE OF ANNA AVENUE 116' Sabot �= 1 4 (ASPH i FND PKd� � 3747 Z O.WN.; 0.011 OF N&D �D NdcD 1762 PgkT PRM 'J n GO SILTATION SCREEN100'R EOP - NO POWER LINE3 (ASPHALT) LOCATIONS OF DUMPSTER, WASH AREA, DRIP PAN, & PORT —O —LET TO BE DETERMINED BY ON —SITE CONTRACTOR. X G 2 w 3 g, � 1S g 3 S 3 2 2 g 2 1 14 1 g 7 $ 9 10 � 13 3 c\j LO RR 5/8' / 1762 24 ' Queen Pal Oak 6' Vf 15 "Ch our 11' Lau �h L ,1 "Ch.Laurd 2 d 0.06 N. n 8 MF VE rd S89 *41 1 D E 0.22'N.; 0.091 OF FCM B CocunutP•O• 'Phaen� ylvesier 0.02'N S ump Ch ur C .Lo, S89'41'15 "E 0.00'N. C D 152. 'R o S T ON EEN 60'R we Oak M-1 2 �+ ## {' ar zw. PRE DEVELOPED ��"' g —' LJ �, �' Q L 0 "t25 11 BASIN BOUNDRY 0:: w w 2 ` 4 STORM SEWER MANHOLE 9 0.42S { FIR 5/8 6 7 12 #4 N. RIM ELEV.= 57.56 PLAT PRM N. INV. EL= 54.66 (6' PLASTIC PPE) w 0 0 0 0 CL 0 411.27'R O > 0 0 0 0 20.12.51 oak 11.27' ROCK CONSTRUCTION )7 (ASPHALT) ENTRANCE �G f ti (ASPHALT) z E. R/W LINE OF ANNA AVENUE 116' Sabot �= 1 4 (ASPH i FND PKd� � 3747 Z O.WN.; 0.011 OF N&D �D NdcD 1762 PgkT PRM 'J n GO SILTATION SCREEN100'R EOP - NO POWER LINE3 (ASPHALT) LOCATIONS OF DUMPSTER, WASH AREA, DRIP PAN, & PORT —O —LET TO BE DETERMINED BY ON —SITE CONTRACTOR. X G D E N 0 0; PROPOSED = 45iaurd oak W BUILDING 2s LOCATIONS w �� g � o N C. p � Z U d UJ (ASPHALT) •j F G 0 N F-` A PORTION OF LOT H PRE DEVELOPED N. R/W LINE OF BASIN BOUNDRY _i DREW STREET BRG. REF. LINE R 5897 AS ON SC EN 60'R I POWER UNE3 START " AND GO EA3T FROM TH13 POINT S. BNDY. OF SECTION 7 -29 -16 DREW STREET (STATE ROAD No. 528) TREE INVENTORY LEGEND TREE SYMBOL TREE DBHITYPE 5" ive Oa� TREE CANOPY 1 R00T ZON 27 TREE INVENTORY NUMBER TREE INVENTORY RATING 100' R/W 27 LK I 4 LAI A O x �* 10 LO Q0 Os M w oN o W M DEVELOPED AREA %4.- U_ a cm J us H w ao rPIRE (NOT INCLUDED) N (NOT IN a O N V DEVELOPED m BASIN BOUNDRY Z vh '0 c°n °cn w V w N M 3 3 29 UJI Z H CURB tl 11'Sabd g C3 a.33'N 31 16472 11 S0b0t 98.03'R 1( i 5' S/W O Z a CL I t_ w I 2' CURB do GUTTER j _j LLi 0 o � o0 CURB INLET w o o TOP DIV.- 57.42 a THROAT EL= 56.62 S MY. EL= 50.42 (18' RCP) w H � V �N w ci 0 . LL uw L .� ►41A'f � �) ��`� l ; o S� Of w 'ISSUE DATE w 05/03/2007 TREE INVENTORY BY: BUTLER DESIGN GROUP, INC. GOLDEN RAIN NURSERY, INC. CHARLES R. BUTLER (ISA CERTIFIED ARBORIST #FL- 1235A) 4203 46TH AVENUE NORTH, ST.PETERSBURG FLORIDA 33714 PHONE: (727)521 -1684 FAX: (727) 527 -7422 e-mail: bdgl @lampabay.rr.com orchuck @grnplants.com ronsplans @tampabay.rr.com DRAWN BY: R.BELKO DESIGNED BY: C.BUTLER 'REVISIONS: d to N w LU M of D � S w �0�2 Q o �o �U wN, U 0- o t� W w a 1V 00U)0N S N O w N M � M O� c\j LO z i- H M-1 �+ ## 2 18 a Q L ti> z z 17 0:: w w LO '0 -;r cn ` 4 5 0 6 7 #4 w 4' 411.27'R O > 20.12.51 oak 11.27' SIR O 121 K 6 R 5 .15c rd s Rn SCREEN 98.03R u- 11 "Ch. surd 8 d Oak --� •tu 59 'S Oak Stu p 9' our Stump 1. P.B. 43, PG. 1 — — — -- - 0 _ — ^—_— — — — — —� - - { 19 we Oak BOUNDARY LINE OF r Q- 19 23 rDREW PARK —PHASE I, A CONDOMINIUM Q g 20 g g 26 CONDOMINIUM P.B. 130, PAGES 80 -85 21 3 2 ive Oak F- g 22 CURB 0.15'E • H r D E N 0 0; PROPOSED = 45iaurd oak W BUILDING 2s LOCATIONS w �� g � o N C. p � Z U d UJ (ASPHALT) •j F G 0 N F-` A PORTION OF LOT H PRE DEVELOPED N. R/W LINE OF BASIN BOUNDRY _i DREW STREET BRG. REF. LINE R 5897 AS ON SC EN 60'R I POWER UNE3 START " AND GO EA3T FROM TH13 POINT S. BNDY. OF SECTION 7 -29 -16 DREW STREET (STATE ROAD No. 528) TREE INVENTORY LEGEND TREE SYMBOL TREE DBHITYPE 5" ive Oa� TREE CANOPY 1 R00T ZON 27 TREE INVENTORY NUMBER TREE INVENTORY RATING 100' R/W 27 LK I 4 LAI A O x �* 10 LO Q0 Os M w oN o W M DEVELOPED AREA %4.- U_ a cm J us H w ao rPIRE (NOT INCLUDED) N (NOT IN a O N V DEVELOPED m BASIN BOUNDRY Z vh '0 c°n °cn w V w N M 3 3 29 UJI Z H CURB tl 11'Sabd g C3 a.33'N 31 16472 11 S0b0t 98.03'R 1( i 5' S/W O Z a CL I t_ w I 2' CURB do GUTTER j _j LLi 0 o � o0 CURB INLET w o o TOP DIV.- 57.42 a THROAT EL= 56.62 S MY. EL= 50.42 (18' RCP) w H � V �N w ci 0 . LL uw L .� ►41A'f � �) ��`� l ; o S� Of w 'ISSUE DATE w 05/03/2007 TREE INVENTORY BY: BUTLER DESIGN GROUP, INC. GOLDEN RAIN NURSERY, INC. CHARLES R. BUTLER (ISA CERTIFIED ARBORIST #FL- 1235A) 4203 46TH AVENUE NORTH, ST.PETERSBURG FLORIDA 33714 PHONE: (727)521 -1684 FAX: (727) 527 -7422 e-mail: bdgl @lampabay.rr.com orchuck @grnplants.com ronsplans @tampabay.rr.com DRAWN BY: R.BELKO DESIGNED BY: C.BUTLER 'REVISIONS: d to N w LU M of D � S w �0�2 Q o �o �U wN, U 0- o t� W w a 1V 00U)0N S N O N GRAPHIC SCALE DISTANCE D" IS DETERMINED BY DRIVER'S LINE OF SIGHT TO APPROACHING ROADWAY SPEED LIMIT. O PEDESTRIANS / BICYCLISTS. 30 MPH OR LESS 425' 35 MPH 475' O DRIVER'S LINE OF SIGHT TO 40 MPH 525' APPROACHING VEHICLES. 45 MPH 575' =-'- ��=== �===- -�-��= 0. E CHAIN LINK F PEDESTRIAN / BICYCLIST VISIBILITY TRIANGLE r r / �� ! V 00' 9.00' 21 0.12'8 DUMPSTER 1.06 4' 0 9.00' PAD 1.111 ,�. - VEHICLE VISIBILITY TRIANGLE SEE DETAIL SHEETS FOR VISIBILITY TRIANGLE DIAGRAM NOTE: BRING ALL SUBSTANDARD SIDEWALKS AND SIDEWALK RAMPS ADJACENT TO OR A PART OF THE PROJECT UP TO STANDARD, INCLUDING A.D.A. SEC 07 TOWN 26 RANGE 16 \\ 4 4' \ CLF 0.17N.N. \ W. / \ EXISTING WETLAND s2 "� �54Q 3� \\ JURISDICTIONAL LINE +/ \ (SEE DETAIL) N. RIM ELEV.= 4244 / E. INV. EL- 3808 (8' YT) \. INV. EL= �8" V S INV. EL= 38.25 .25 ( (8 YCP) A 1 inch = 30.00' ft. �� S) 20� � IN N 8.25 AS NOTE: EXSISTING FENCES ALONG THE NORTHERN PROPERTY UNE TO REMAIN, WITH THE EXCEPTION OF CERTAIN AREAS TO BE RE- LOCATED. SEE EXISTING /DEMOLITION PLAN (SHEET 2) FOR SPECIFICS. 11' WF J / J� 50' 0.E �h \ V^ ` Ad `` �i� aS `, `�' ( (_ / ` L705TN0 20 DRAINAGE L 22" OAK l 6 PROPOSED POND 6 < ` f %7 V� �� o Q z �1 3v C v12J t ,, �` r/� `UTAJTY EASEMENT FIR 5 8' J \� I ,�(f� �i / �J 4� - 20.Q�'_ FIR 5/8' / 1762 "i o z w 5 WF 15' i J 8 Z w 8' WF \rte l.e o z f L % N /°, ` �,� 1-5- Q-Q L - Ar 4 0.22'N. 0.09'W OF FCM r p ° ¢ N 0.02'N. 14' o a N y� �1 0 Q chi o v , 0. 5 0.1 W. OF \ o S J P.O,U. ¢ 6' 11" 20' 15" 11' ¢ O.00k 1.01'N �\ I �J �" r \ {�(L.c %�'` / d- AWN 4 CIf SILTA116N SCREEN M 1t 2' 4 "O 19' SILTATION SCREEN s. ,® do 2 .� 10" 1 22' 6 20' UPLAND 1' BUFFER LINE A K FENCF A ,>, I0 V k. ^,� - - - - -- -� --------- - - - - -- 0.------- +f a- -- -- -------- `✓�-`L �� - - -1B -► � - �' -s' - -- -- - - -- = - - _ ~� ^l TREES 3 - ~�^ - - $- 1 1 .n., 9r =-'- ��=== �===- -�-��= 0. E CHAIN LINK F CE�� 6 HAIN INK F LACE r r / �� ! V 00' 9.00' 21 0.12'8 DUMPSTER 1.06 4' 0 9.00' PAD 1.111 ,�. - ~l 9 CHERRY LAURELS _ �`1WD�SWI= N � 0 FIRST FLOOR = 13,000 SF. - - - - � � \ D.4z'S 11 11 ° 12 - -- -- - -- O 48_47' o _ 108 REMOVE EXIST CURB A 25' BLDG - - -'' - -- 62' BLDG - -- � - 50 % HANDICAP ACCESSIBLE PATH 10' PAVING N. RIM ELEV.- 51.56 4W' VIN (REAR) N 25' 55' BLDG 10' PAVING Q BUILDING HEIGHT (ft.) a� N 20.0' 38' -0" & REPLACE / DRIVE & PARKING AREA 15.0' \ .L. �" ` /r DUMPSTER & SIDEWALKS rrr °• N. INV. EL= 54.fi6 (6' PLASTIC PIPE) 20.3)' `� `=� INTERIOR GREEN 50 O1 ' SPACE (TYPICAL) 236.79' 0 11.81 50 IMPERVIOUS AREA (RATIO) (sf.) 58 1t "• 59 PERVIOUS AREA (sf.) CLEAN UT BUILDING "I" °' ° o INTERIOR LANDSCAPING (% OF PAVED V.U.A.) 55,525.5 SF. (58,47 %) 6 Q PARKING SPACES ell fr 0 -CP QUANITY IKEY I COMMON NAME TREES 3 - - - - - - - - - - $- 1 1 .n., 9r 1 0. E 45' OAK TREE CP. N 1 \ 2 9 CHERRY LAURELS 1 11" CHERRY LAURELS N � 0 FIRST FLOOR = 13,000 SF. - - - - \ O _ O 48_47' o _ 108 REMOVE EXIST CURB 5,450 S.F. 25' BLDG 15' PAVING r (FRONT) W • 62' BLDG rrrr r/r � (SIDES) E 50 % HANDICAP ACCESSIBLE PATH 10' PAVING 20' (REAR) N 25' 55' BLDG 10' PAVING Q BUILDING HEIGHT (ft.) a� N 20.0' 38' -0" & REPLACE / DRIVE & PARKING AREA 15.0' \ HANDICAPPED RAMP PER /r DUMPSTER & SIDEWALKS O °• 2,812.67 S.F. ( 3.61 %) ell IMPERVIOUS AREA (RATIO) (sf.) O7 53,991.07 SF. ( 69.38 %) 75% (MAX) PERVIOUS AREA (sf.) CLEAN UT BUILDING "I" °' ° o INTERIOR LANDSCAPING (% OF PAVED V.U.A.) 55,525.5 SF. (58,47 %) 4,086 Sf. ( 10.7 % ) INTERSECTION GUTTER PARKING SPACES (sf.) 92 INC. 4 H/C = 98 F.D.O.T, INDEX 304 - - - - 5,450 SF PARKING SPACES 81 + 4 HC = 85 3 PER THOUSAND 61.71 REQUIRED 50' X 109' r rr 12'x18' j0 /r r rr \1 LATEST EDITION • ° 5.oa •MIDI: su�was��t. .r H C R0 24. 0' S •5' I8 €WALK ° .5' SIpErALK • 24. 0' �', ° \ 124.00' 3 12'x18' ��.C. 5'x1 o \ v HANDICAPPED RAMP PER _ 19.00' G o 6 0 F.D.O.T. INDEX 304 REFER TO ARCHITECTURAL PLANS LATEST EDITION sZ, i V) FOR SPECTICS ON BUILDING LAYOUT, DIMENSIONS, LOCATION OF MECHANICAL /pp, • o N y EQUIPMENT, ETC. ° : of o 11.0 N 18•� 1 / 7n 0 21 a+ "' 1 � TWO STORY Q45" N a �• N3 =� I BUILDING 1 / ta.00' 13 Z, I BUILDING "E" cG \ 24.00'---/ O CL F= p CL LIU O HANDICAPPED RAMP PER _ Cl 2400' F.D.O.T. INDEX 304 i FND D j 3747 LATEST EDITION a 4. 5 0.00'N: ° oro 1 / - 24 00' ao z w w $ 124.00' ;• g# H.C. rn cy c� ` ` N a J 19.00' °�' N 5 SIDEWAUC 1 SCREENING WALL REENING WALL • ° a - _ 60.12' 8'x18' - 4" i V z O '111 I 10.21 12X19' 15.70'--,, �- H.C. #! 1 LOCATION OF MECHANICAL EQUIPMENT. 2 Cu SILTATION SCREEN SEE ARCHETECTURAL DRAWINGS FOR SPECIFICS, SILTATION SCREEN Cl 'n o 3' H.C. SPACES TO BE DESIGNED AS REQUIRED BY 11- 4.6.3. VAN ACCESSABLE WITH VERTICAL CLEARANCE TO COMPLY WITH 11- 4.6.55. VAN ACCESSIBLE HANDI- CAPPED PARKING SPACE NOTES: 1. SIGN WITH "VAN ACCESSIBLE" AND THE INTRENATIONAL SYMBOL OF ACCESSIBILITY MOUNTED HIGH ENOUGH SO THE SIGN CAN BE SEEN WHEN A VEHICLE IS PARKED IN THE SPACE 2. 96' MIN. WIDTH ACCESS AISLE, LEVEL (MAX. SLOPE 1:50 IN ALL DIRECTIONS), LOCATED BESIDE THE VAN PARKING SPACE. 3. MIN. 98- INCH -HIGH CLEARANCE AT VAN PARKING SPACE, ACCESS AISLE, AND ON VEHICULAR ROUTE TO AND FROM VAN SPACE. NOTE: CARE SHALL BE TAKEN TO PROTECT STREET LIGHTS WILL BE PROVIDED TREES, TREE ROOTS, AND BRANCHES FLOOD ZONE "X" COMMUNITY PANEL No. (125096 0017D) AS REVISED B -19 -91 IN AREAS WHERE SILTATION SCREEN IS PLACED NEAR SAME. TREES TO BE REMOVED QUANITY IKEY I COMMON NAME TREES 3 8" OAK TREE 4" CHERRY LAURELS 1 1 5' CHERRY LAURELS EXISTING ONSITE TREES QUANITY I COMMON NAME TREES 1 8" OAK TREE 1 12" OAK TREE 1 18" OAK TREE 1 19" OAK TREE 1 45' OAK TREE 4 4" CHERRY LAURELS 1 5' CHERRY LAURELS 2 9 CHERRY LAURELS 1 11" CHERRY LAURELS OFFSITE TREES NEAR PROPERTY QUANITY COMMON NAME TREES 1 8" OAK TREE 1 5" CHERRY LAURELS 2 11" CHERRY LAURELS 1 14" CHERRY LAURELS 2 15' CHERRY LAURELS 1 20" CHERRY LAURELS CONNECT TO EXISTING E.O.P. TO JOIN INTO EXISTING PHASE 1 DRNE 0 24'. WIDE 2,460 SF 41 'X60' ASE PR MEWP 2352 DREW STR 2,460 SF 41'X60' BUILDING "H" 2358 -OMW STRE. Oi F' 0 V, °� r� J � RO /G BUILDI "F' 2346 DR STR 95'X 0' 4,750 SF 1A LOT AREA: 77,824 SF (1,787 ACRES) 13� Q 17.4 c� 411' 14 LOT DEPTH: 1 oP- 209' 2,460 SF 41 'X60' ASE PR MEWP 2352 DREW STR 2,460 SF 41'X60' BUILDING "H" 2358 -OMW STRE. gds 111E ' s 0 V, °� r� J � RO /G OFFICE BUILDING "J" LOT AREA: 77,824 SF (1,787 ACRES) 77,824 SF (1.787 ACRES; Q LOT WIDTH: c� 411' oa� 0 LOT DEPTH: 1 oP- 209' 5,450 SF N � 0 FIRST FLOOR = 13,000 SF. - - - - (F.A.R.) 50' X 109' 26,000 SF. ( 33.41 %) 50 % 108 (FRONT) S 5,450 S.F. 25' BLDG gds 111E ' ZONING: 0 0 r� LAND USE: RO /G OFFICE BUILDING "J" LOT AREA: 77,824 SF (1,787 ACRES) 77,824 SF (1.787 ACRES; Q LOT WIDTH: 2364 DREW STREET 411' ri / LOT DEPTH: 209' 209' 5,450 SF BUILDING FOOTPRINT N/A FIRST FLOOR = 13,000 SF. - - - - (F.A.R.) 50' X 109' 26,000 SF. ( 33.41 %) 50 % SETBACKS (ft.) (FRONT) S 5,450 S.F. 25' BLDG 15' PAVING r (FRONT) W • 62' BLDG rrrr r/r � (SIDES) E 50 % HANDICAP ACCESSIBLE PATH 10' PAVING 20' (REAR) N 25' 55' BLDG 10' PAVING 20' BUILDING HEIGHT (ft.) (SIDES) 20.0' 38' -0" MAX 30 FT. DRIVE & PARKING AREA 15.0' 38,178.4 ( 49.05 %) /r DUMPSTER & SIDEWALKS O 2370 DREW STREET 2,812.67 S.F. ( 3.61 %) ell IMPERVIOUS AREA (RATIO) (sf.) 53,991.07 SF. ( 69.38 %) 75% (MAX) PERVIOUS AREA (sf.) CLEAN UT BUILDING "I" 23,832.93 SF. ( 30.62 %) - - - - INTERIOR LANDSCAPING (% OF PAVED V.U.A.) 55,525.5 SF. (58,47 %) 4,086 Sf. ( 10.7 % ) 10 % (MIN) PARKING SPACES (sf.) 92 INC. 4 H/C = 98 3 PER THOUSAND 78 REQUIRED - - - - 5,450 SF PARKING SPACES 81 + 4 HC = 85 3 PER THOUSAND 61.71 REQUIRED 50' X 109' r rr /r r rr /rrr 5.oa •MIDI: su�was��t. .r 6' CHAIN LINK FENCE 0 rrr 77 r le I J: 0 CL 8 PYLON SIGN 10 95 6A 94 880.9'l I , i i • I- -- - - - -- - -- - -- - -- - -- - - -- - I I rn 0 i i REMOVE EXIST CURB 0= 475' & REPLACE W/ INTERSECTION GUTTER DREW STREET (C.R. 528) PROPOSED SITE DATA EXISTING PROPOSED REQUIRED ZONING: 0 0 LAND USE: RO /G OFFICE - - - - LOT AREA: 77,824 SF (1,787 ACRES) 77,824 SF (1.787 ACRES; 10,000 S.F. LOT WIDTH: 411' 411' 100' (MIN) LOT DEPTH: 209' 209' 100' (MIN) BUILDING FOOTPRINT N/A FIRST FLOOR = 13,000 SF. - - - - (F.A.R.) BUILDING "H' 26,000 SF. ( 33.41 %) 50 % SETBACKS (ft.) (FRONT) S 5,450 S.F. 25' BLDG 15' PAVING 25' (FRONT) W TOTAL= 20,570 62' BLDG 15' PAVING' 25' (SIDES) E 50 % 171' BLDG 10' PAVING 20' (REAR) N 25' 55' BLDG 10' PAVING 20' BUILDING HEIGHT (ft.) (SIDES) 20.0' 38' -0" MAX 30 FT. DRIVE & PARKING AREA 15.0' 38,178.4 ( 49.05 %) - - - - DUMPSTER & SIDEWALKS 27.0' 2,812.67 S.F. ( 3.61 %) DRIVE & PARKING AREA IMPERVIOUS AREA (RATIO) (sf.) 53,991.07 SF. ( 69.38 %) 75% (MAX) PERVIOUS AREA (sf.) 23,832.93 SF. ( 30.62 %) - - - - INTERIOR LANDSCAPING (% OF PAVED V.U.A.) 55,525.5 SF. (58,47 %) 4,086 Sf. ( 10.7 % ) 10 % (MIN) PARKING SPACES (sf.) 92 INC. 4 H/C = 98 3 PER THOUSAND 78 REQUIRED EXIST. PHASE 1 SITE DATA EXISTING REQUIRED ZONING: 0 LAND USE: OFFICE & MEDICAL CLINIC - - - - LOT AREA: 94,971.6 SF (2.180 ACRES) 10,000 S.F. BUILDING "F" 4,750 S.F. BUILDING 'G' 2,460 S.F. BUILDING "H' 2,460 S.F. BUILDING "1" 5,450 S.F. BUILDING 'J" 5,450 S.F. TOTAL= 20,570 - - - - (F.A.R.) 20,570/94,971.6 (21.66%) 50 % SETBACKS (ft.) (FRONT) 25.0' 25' (REAR) 20,0' 20' (SIDES) 20.0' 20' (TO PARKING) 15.0' 20' BUILDING HEIGHT (ft.) 27.0' MAX 30 FT. DRIVE & PARKING AREA (sf.) 31,495.50 (33.16 - - - - DUMPSTER & SIDEWALKS (sf.) 3,460 (3.647.) IMPERVIOUS AREA (RATIO) (sf.) 55,525.5 SF. (58,47 %) 759 (MAX) PERVIOUS AREA (sf.) 39,446.1 S.F. (41.537.) - - - - PARKING SPACES 81 + 4 HC = 85 3 PER THOUSAND 61.71 REQUIRED NOTES: i i i i I i i i ALL UNUSED DRIVE APRONS AND /OR PARKING SURFACES SHALL BE REMOVED ENTIRELY BY THE CONTRACTOR, AT THE APPLICANT'S EXPENSE. ADJACENT STREET RIGHTS) -OF -WAY ARE TO BE RESTORED WITH NEW SIDEWALK AND SOD AS REQUIRED. THE APPLICANT WILL CLOSE ANY UNUSED DRIVEWAY ALONG DREW STREET EAST OF ANNA AVENUE BY MATCHING EXISTING SIDEWALK, LANDSCAPING AND CURB PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. APPROVED PINELLAS COUNTY PERMITS WILL BE REQUIRED FOR DRIVEWAY ACCESS CONNECTIONS. I AR 220-07 M 7 DEVELOP'NiENf DIEPT CITY OF CLEAAW� rrrl DREW OFFICE PARK PHASE 2 COORDINATE GEOMETRY PLAN 2340 DREW STREET SHEET 3 OF 12 CLEARWATER, FL 33765 04 3 23 07 PER PINELLAS CO. PUBLIC WORKS SUBMITTAL DATE: 03 2/07/07 PER PINELLAS CO. HEALTH DEPT. 02 2 05 07 PER PINELLAS CO. REVIEW COMMENTS \1t1i11110" 01 01 06 07 PER CITY DRC REVIEW 01/04/07 REV DATE DESCRIPTION ° GALEW J. HOFMA N. P.E. '. .�✓ J GALEN JAY HOFMANN P. E. STIN CI�1l �, sy�j 8620 AIRWAY BLVD. e C-_�'. NEW PORT RICHEY, FL 34654 ✓ ✓✓ P: 727- 844 -7686 GALEN J; HVMANN P. E, ,2179G' F: 727 - 844 -7626 NOT VALID UNLESS EMQOSSED.VATk A RAISED SEAL i UNDER STORY TREES TO BE USED IN PLACE i OF CANOPY TREES DUES TO OVERHANGING i CANOPY TREES FROM NEIGHBORING PROPERTY �� \ 15' \ CIGAR CUT PALM BUD AND FRONDS 14' 2O' 11' A \ PALM FROND BOOTS TO REMAIN INTACT P.O.B. 0 O O 0 O '2s4's's44ieY.Y. - - - - - - - - - ' Y D _ h •.'.'.'.'.'. •.'.•.'.• D• • .D.' 'a' 4" D CLEAT 3 2" x W00 () 8' 3 2" X 4" W000 BRACE () �• • J (Wire to tree) 000 , �. AE SO�s FG WM SO SO SO #� FG 4., SO WV SO SO -- r S p • �' SO SO WV RE I 120 1 1 Y 3 "– 4" SOIL SAUCER 3 LAYER 17 1 1 11 R E 1 (, MULCH A 1 1 1 1 11 +_� 1 1 1,,, — -- - -— — —— — = cH �. J� \ (3) 2" X 4" X 30" WOOD STAKE a \ C 1 •.a �� 50 EXISTING SOIL D1H D1H FG FG GL� WV — — III —I y� III III —I i 6 13 20 BP 3 SO BP FG G SO WP PREPARED BACKFILL (See Note 7) SO 1 Q III — =1I I = �— SET ROOTBALL ON UNDISTURBED SOIL. 156 3 DH SO 6 14 1 \ 2 1 1 6 GL 180 6 \ -11 I III —I I MIN. 36" ROOTBALL DIAMETER. OD 60 - ti -�. EQ #`x », �..;� � 1'� ?<5��''$/�, DH ° ° i2 FG SO ssc� . <• 'r` y .'� v", rti! d��' � ..� .�-t ""2 µ >: FG PANTING f wv x_ TYPICAL PALM TREE •- .$� - ��.:,, 2 0 \ . �;" }. ¢ vx1F.✓ \ :• �,'n >r ,yJ; :2(, a :h V I �f'o ?'� -. \. %• '�! /. _ O\l 't ,'4... FS iy -�-� q e�,rip'c••• �r'g-f . a 7� 1 1 S v` DIr '� //, p , a`g rl .`�✓ it . } ,� _i� �,1 e d i. �z C '. .:9�. yr :. u�.: 7,7777 7' F: a�zv✓'. 1 9f d :'.0� a , • ' /' ' �.. '•. ° .• e vv -�y7 OO v vvo �[J GL v° _� WP ° °° v v v O z— WID Lrr- 3 H.C. Ivvvd ° :, •;;r:r'. I 1 vvvv ,: 0 wP rIC rtS I vvv �. V V O V p0 FIG 280 p °pp O *' O O v d 30 ..• :' ' jn sc Nova O k�l Opp �� , . °'l- DH vvvv ••�• a � v 1 >� a I I vvvv v �f •'�•' •vvovvvv d •° �. ��., vvvv O vv vvvvvvvvvvv , 3 vvvv �,, r ov °vvvvvvovv °vvv � -� � �1�� 1 1� 1 OO vv WP a ' 'vvvvvvvvovovvvvv e d� GL vv v • J WRAPPING WHEN vvvvvvvvvvvvvvvov vvo ° v d e v vvvvvvvvvvvvvvvvv vv `v vvovvvvvvvvvvvvgv -q' vvv REQUIRED vvv 3 r �\ pp °pp °p ° °° ° yep 160 ° ° °° 2'x4 "x8' �Q 0000vv ° °° vv vv I vvv .' vvvvovv v vvvv F I wP ' v °ov°vvv °vvv ° vvvv °vv GL °vvvv STAKE 0� ° °pppp ° ° ° ° ° °p °ppp �_ 440 ° ° °° n" y 1 3 vvvvvvvv v v v v vvo v vo. „� L� VOVVVVVVVVV VOVVOV FV v ° °p •]C• vvv V,7%v, vvvvvvo vvvv 0 - 0 FG ° ° °p ° ° ° ° °v °° �. °pp °. vvvvvvvvvvvvv vvvv, OO v V n,O 1 5 1 � �n ''i' ° v °o v °vvv° ° � � vvvv O SAUCER f 3" MULCH vvv e` y v I vvv 0 vvv Ovv IF vvv � 6 ..p �$; vvv ;T._�v v vvvv b � FINISH GRADE 13� BUILD.t 00 0 a 155 GL °aO 5Q �iE 000 n 4 3E � vvvv B P O I 2346 DR ° f(i i o ; 00 i` 10 °vvvOC. •,' 1` \` EXISTING SUBSOIL d. . _ �\ p O 3 e s Q FG 0 FIG A 1 0 EXISTING SOIL,� .14 \ OO v 1 �° Qc SO v \� PREPARED BACKFILL vv 37 �' e wQ �� L � � � �U H.C. � �� kg� .- vvvv •�• 1 vvv 0 I 95'X GL G 4 750 OSF ' TREES FROM 2' -3 1/2' DA. SHELL OR GR c TREE PLANTING DETAIL 0'1 WV WP 118 W6 L LANDSCAPE TREATMENT REQUIRED FOR INTERIOR IS.ANDS Min 50% coveronedil living nxateliCals ALL AREJ�.S BO WEEN SIREET PAVENIENT AND PARKING LOT TO BE WHO Or C)1r1ER O.NDSC'APh,X� II?U,4FMEN`r. irrigation Requirements 1. Pursuant to Section 3- 1202.C.1: For multifamily and nonresendital properties an automatic permanent irrigation system providing complete water coverage for all required and other landscaping materials shall be provided and maintained as a fully functioning system in order to preserve the landscaping in a healthy growing condition. 2. Irrigation systems must utilize low volume design such as low trajectory heads or soaker hoses to provide direct application and low evaporation. Systems that overspray areas that do not require irrigation, such as paved areas will not be acceptable. High irrigation need areas must not overspray low need areas. 3. High water demand landscape areas such as turf must be served by a separate irrigation zone than low water need areas, such as planter beds, or mulched areas with trees. In no case, shall any planted vegetation area be more than 50' from a water supply hose bibb. 4. Automatic irrigation systems must be operated by an irrigation controller capable of differentiating between the schedules of high and low water demand areas. Controllers must have multiple cycle start capacity and a flexible calendar program able to be set to comply with local or water management district imposed restrictions. 5. Automatic irrigation systems must be equ piped with a rain sensor device or switch which will override the irrigation cycle of the sprinkler system, when adequate rainfall has occurred. 6. Shallow wells, open surface water bodies, or reclaimed water must be used as a source of irrigation water. The distribution system for irrigation must not be connected to county or municipal water sources, unless it can be demonstrated that these sources are not available. SHRUBS AND HEDGES 1) SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER GROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT PAVEMENT SURFACES REQUIRED TO BE BUFFERED AND /OR SCREENED, AND SPACED 18 TO 36 INCHES ON CENTER, AS NOTED ON THE LANDSCAPE PLAN. 2) PLANTS SHALL BE 36 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 72 INCHES, EXCEPT FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED. 3) HEDGES AS REQUIRED IN BUFFERS SHALL BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET VISIBILITY IS REQUIRED BY CODE. 25 FEET ALONG THE ABUTTING RIGHT —OF —WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. GROUND COVERS 1) GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE. 2) STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE REQUIRED LANDSCAPE AREA. ORGANIC MULCH 1) A 3 INCH LAYER OF ORGANIC MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 2) EACH TREE AND SHRUB SHALL HAVE A RING OF ORGANIC MULCH 24 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS. 3) CYPRESS MULCH SHALL NOT BE USED. All Wixom no be x1mv VisWed pw aMovod P)W P(d to CoVWe4XtIM Ail LANWVNG 10 BE ?IX1ECiED FROM VEHICIUR OR PfDDES1I�IA,�� TRA f f t BY A MINIMUM SIX INCH HGH CURBINGAND WEEL STO ANY CRANIGES IN SPECIES, SPECIFICk ONS, OR DESIGN \VIT1•IOUT THE CONSENT Of THE PLkNNING DIRECTOR RENDERS Ft%N V'PROVAI V00, PROPOSED PLANTING LIST SYMBOLI QTY. I COMMON NAME I BOTANICAL NAME 3 TREES WP 42 WASHINGTON PALM WASHINGTONIA ROBUSTA I� J. 14' C.T., STRAIGHT TRUNK, BOOTED, MATCHED SO 12 SOUTHERN LIVE OAK QUERCUS VIRGINIANAj(!i MIN 14' HT. 5' SPR., 3" CAL, 45 GAL, 8' CLEAR TRUNK WM 14 SOUTHERN WAX MYRTLE MYRICA CERIFERA Z ; MIN 8' HT. 42" SPR., 2" CAL, 15 GAL, STANDARD DH 11 DAHOON HOLLY ILEX CASSINE MIN 10' HT. 5" SPR., 2 1/2" CAL, 15 GAL, STANDARD SHRUBS YH 213 DWARF YAUPN HOLLY LLEX VOMITORIA 12" HT. X 12" SPR., 3 GAL, 30" O.C. WV 337 WALTER'S VIBURNUM VIBURNUM OBOVATUM MIN. 24" HT., 18" SPR., 3 GAL., 36" O.C. GL 1,643 EVERGREEN GIANT LIRIOPE LIRIOPE MUSCARI 1 GAL., 18" O.C. FG 84 FAKAHATCHEE GRASS TRIPSICUM DACTYLOIDES 3 GAL., 36" O.C. BP 39 BIRD OF PARADISE STRELITZIA REGINAE 3 GAL., 36" O.C. GROUND COVER CJ QTY. CONFEDERATE JASMINE TRACHELOSPERMUM JASMINOIDES AS REQUIRED FOR GROUND COVER SOD I QTY. BAHIA SOD PASPAIUM NOTATUM I AS REQUIRED FOR GROUND COVER :INTERIOR LANDSCAPING DESIGNATION y 4,163.58 SQ, FT, OF INTERIOR LANDSCAPING = 10.9% OF PAVED V.U.A. TREES TO BE REMOVED QUANITY IKEY ICOMMON NAME TREES 8" OAK TREE 3 12" OAK TREE 4" CHERRY LAURELS 1 1 X 1 5" CHERRY LAURELS EXISTING ONSITE TREES QUANITY COMMON NAME TREES 1 8" OAK TREE 1 12" OAK TREE 1 18" OAK TREE 1 19" OAK TREE 1 45" OAK TREE 4 4" CHERRY LAURELS 1 5" CHERRY LAURELS 2 9" CHERRY LAURELS 1 11" CHERRY LAURELS OFFSITE TREES NEAR PROPERTY QUANITY I COMMON NAME TREES 1 8" OAK TREE 1 6" CHERRY LAURELS 2 11" CHERRY LAURELS 1 14" CHERRY LAURELS 2 15" CHERRY LAURELS 1 20" CHERRY LAURELS APPROVEi :D i.AN03l ✓r1P1, PIA V I f3Y: 6 EXISTING SUBSOIL PREPARED TOPSOIL SHRUB PLANTING DETAIL. DREW STREET (C.R. 528) LAND USE (RO /G): OFFICE OFFICE — — — — NOTE: 77,824 SF (1.787 ACRES) 77,824 SF (1.787 ACRES) 10,000 S.F. LOT WIDTH: STAKE TO FIRST BRANCHES 411' 100' (MIN) LOT DEPTH: 209' AS NECESSARY FOR 100' (MIN) BUILDING FOOTPRINT N/A FIRST FLOOR = 13,000 SF. FIRM SUPPORT (F.A.R.) (� 26,000 SF. ( 33.41 %) 50 % ARE SHALL NOT TOUCH (FRONT) S 25' BLDG 15' PAVING OR RUB ADJACENT (FRONT) W 0- 62' BLDG 15' PAVING TRUNKS OR BRANCHES S TE DATA EXISTING PROPOSED REQUIRED ZONING: 0 0 LAND USE (RO /G): OFFICE OFFICE — — — — LOT AREA: 77,824 SF (1.787 ACRES) 77,824 SF (1.787 ACRES) 10,000 S.F. LOT WIDTH: 411' 411' 100' (MIN) LOT DEPTH: 209' 209' 100' (MIN) BUILDING FOOTPRINT N/A FIRST FLOOR = 13,000 SF. — — — — (F.A.R.) (� 26,000 SF. ( 33.41 %) 50 % SETBACKS (ft,) (FRONT) S 25' BLDG 15' PAVING 25' (FRONT) W 0- 62' BLDG 15' PAVING 25' (SIDES) E } 171' BLDG 10' PAVING 20' (REAR) N H 55' BLDG 10' PAVING 20' BUILDING HEIGHT (ft.) d 38' -0" MAX 30 FT. DRIVE & PARKING AREA U- aW 38,178.4 ( 49.05 %) — — — — DUMPSTER & SIDEWALKS 2,812.67 ( 3.61 %) IMPERVIOUS AREA (RATIO) (Sf•) v / 53,856.93 SF. ( 69.20 %) 75% (MAX) PERVIOUS AREA (sf•) �ty- 23,900 SF. ( 30.71%) — — — — INTERIOR LANDSCAPING (% OF PAVED V.U.A.) 4,163.58 Sf. ( 10.9 %) 10 % (MIN) PARKING SPACES 93 INC. 4 H/C = 98 3 PER THOUSAND 78 REQUIRED 3" MULCH FORM SAUCER WITH 3" CONTINUOUS RIM —� SPECIFIED PLANTING MIX WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DiA. 2" DIA. TREATED TIMBER STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING 2 STRAND 3mm GALV. ARE TWISTED AND ENCASED IN RUBBER HOSE 6 -9" FROM TOP OF STAKE 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL BRANCHES MULTI -TRUNK TREE STAKING FFD] QUALITY RATING SECTION 3- 1202.B.1 FLORIDA GRADE #1 30 0 20 40 GRAPHIC SCALE 1 inch = 20.00' ft. FEB 2 2 2007 Fi ►`7 Z > O F LL d LU V�/ ILL Qn (� Q i Z 111 CL 0- W W } D H W °c tii d Fi ►`7 • • \ - \ \\ �� W Z > O F d LU V DL V (� • • \ - \ \\ �� W Z F V DL V (� Z 111 CL 0- to o LU D H tii Z� U- aW v v / Q �ty- W 06 LU J to d U- Q Q N Q cc DL W 55UE DATE �� z C14 2 wnc 11/29/2006 LLJ 0 o Q EVI5ION5: 0 12/5/2006 C3 0 3: Lu M z L.1 01/09/2007 rt (L� o A 0212212007 CV c� U U. E N ° a N ILD r UJ DRAWN BY: ECS u NECKED BY: = REG v PROJECT No, d kb 5HEET No. W Ce kb u.i d o O 0 AREA AREA C i ' L 1 .31 AC 0.8 6.4 = 1.6 CFS 2 .44AC 0.8 6.4 = 2.3 CFS 3 .57AC 0.8 6.4 = 2.9 CFS 4 .42AC 0.8 6.4 = 2.2 CFS N GRAPHIC SCALE 1 inch = 30.00' ft. 56' - - - -- 5 57' 6 \ \ 6' WF J J \ \ \ 1.64'K 0 5&)'E_- - - -- 58' \ i 1. FIR 5/8'/1762 I ( �°zw CWF ` 15' ' 0.0614. $zw \\ 8,11 4'CLF 1 0.21'N.; 0.09'11. OF FCM I - --0 Q -5 021'( -6 71'_ _ 14' Zti 15' 11' ° N O.00L P.O, Q 1.01'K - - - - -L-= 4• IXf \ t1• 12 6° \ 4'0 0- - - -i ---- - - - - -- o.02'S-- I--- -4-af- - + - - - -- ----- - - - - -- - �� -- �.ID - \- - - - - -- \ \\ ; \\ 4" II '1P z 1 5 = 5� D \ II II I 58, \ I ; I N. RIM ELEV. 57.58 N. INV. EL- 54.66 (6' PLASTIC PIPE) I GI 2 Gil / 1 5y T =56.96 \ I 4. 1 \ T=V. 3 1 INV = 50.45' E y \ 1 INV = 48.37E 1 INV= S3. ?1' 118' -15° RCP ®0.23 INV = 52.93' W \ 119' -18" NCP ® 0.18% NV .23' W 1 \ ♦♦ 1 \ \ 156' I 1 y \ 571 y� 1 Li ju \ ♦ \ 5\9 59) i � � . 0.31 C 0.44 �1C � 1 1 / ••. � \\ `6O 60 1 62 - FND Q 3747 61' `� \ \ \ 1 \ \ :• \ H.C. ` \ \SCREENING WALL SCREENING WALL \ \ \2 H.C. 1 6 \ 1 \ 1 \ \ \ 6?/ \ 61' 62' SEC 07 TOWN 26 RANGE 16 �\ ` \ \` 0.1TN.1 / \\ N. RIM ELEV. 4144 E. INV. EL= 39.08 (8' VCP) �Sft INK = .25 (�6' V) b EL= 38.25 (6 VCP) ' ' � Exls p T 2o'p O E END EAST- 3' THICK FI BERGLASS REINFORCED CONCRETE PAVING 0 / ❑ �85'SE BOTTOM AND SIDES BECOIN EAST - \ 52' 3" THICK FIBERGLASS p 54 \ \ 5 \ \ REIINFORCED QQNCRETE PAVING 50' \ \ \\ BOTTOM AND SIDES I CURB AT'$WALE TOP OF BANK TOW= 52.213' \ 1 1 8' WIDE SLOT ®E V TO�IATCH NCRETE SWALE ELEVATIONS � 1 \ i I \ EbSTNO 20' EASEMENT \ / , VELOCITY DISSIPATOR \ \ \ �� UTILITY EASE1dENT FIR 5/8' o z SEE DETAIL THIS SHEET \ 0.10t M ,'' / o 1 \ 0.05 N.; OF fCM ` 1 \ .4 WF �- �• � . -1 .. p 9.49'S.E [�7E� 1 V -48.23 54' \ \ 50 I ,. 1 35' -24° RCP ®D.1 60' -24" R(I 0 0.12% 0 I • REPAIR EROSION ON ALL EXISTING CONCRETE FLUMES 51' WITH CONCRETE FILL INV= 4829'�kW \ 1 \\ ENGINEER TO COORDINATE REPAIRS IN FIELD WITH \ \ \ 1 \ CONTRACTOR PRIOT TO START 1 \ \1 \ 1 OF CONSTRUCTION 1 CONCEit 9LOCK WALL 1 BOTTOM ELEV = Q48.23_ TOP WALL = 52.23' - -52' \ \ 8' WIDE SLOT ELEVATION TO 1 \ \ \ MATCH CONCRETE SWALE ELEV. \ \ 5' 54' 0.42 c PHASE 1 PREVIOUSLY DEVELOPED 24" EARTH 8' WIDE SLOT TOP = 52.23' 8' WIDE SLOT BOTTOM = MATCH BOTTOM OF PROPOSED CONCRETE LINED SWALE PROPOSED BOTTOM = 41.00' EXISTING BOTTOM = 43.00' 0 X� CAVATE POND BOTTOM TO ELEVATION 41.00' AT 2 TO 1 SLOPE 9 A A p p I 0 WEIR STRUCTURE REPAIR EROSION AT EXISTING CONTROL STRUCTURE WITH CONCRETE FILL ON EACH SIDE OF CONTROL STRUCTURE ENGINEER TO COORDINATE REPAIRS IN FIELD WITH CONTRACTOR PRIOT TO START OF CONSTRUCTION \ \ I \I \ \ \ \ 54 3" THICK FIBERGLASS I I I REINFORCED S ALE p �� CURB 1.36'1 -� / I \ \ \ \ X55, Cul ILIA 0. A \ - \ �. 1 CURB � 10.3311. 7 \ \ \ TOP ELEV. 57.42 \ THROAT EL- 56.62 \ \ \ \ \ S INV. EL= 5a42 (18' RCP) \ \ \ \ 58' 57' 56' DREW STREET (C.R. 528) NOTES: ALL EXISTING EROSION PROBLEMS THAT EXIST IN PHASE 1 ARE TO BE REPAIRED BY THE CONTRACTOR PRIOR TO CONSTRUCTION IN PHASE 2, NO OFF -SITE DISHCARGE ANTICIPATED, ANY DEWATERING PONDS ARE TO BE ISOLATED TO PREVENT OFF SITE DISCHARGE. s e I TOP ELEV.= 53.20 THROAT EL- 5743 - S INK EL= 49.10 -(18" RCP) _ - - - - INSTALL A VELOCITY DISSIPATOR AT EVERY M.E.S. LOCATED IN ALL PONDS (PROPOSED M.E.S. AND EXISTING M.E.S.) 8 "X16" CONC. BLOCK VELOCITY DISSIPATER DETAIL ❑ ❑ ❑ ❑ ❑- ❑ ❑ ❑ VELOCITY DISSIPATER DETAIL CONC. SPILLWAY 8 "X16" CONC, BLOCK CEMENTED IN PLACE i i - 1 - G3cva�u APR 16 2007 DEVELOPMENT & NEI(3fiBORHOOD SERVI( CITY OF CLEARWATE PROPOSED STORMWATER PLAN SHEET 5 OF 12 04 D3/23/07 PER PINELLAS CO. PUBLIC WORKS 03 32/07/07 PER PINELLAS CO. HEALTH DEPT. 02 D2/05/07 PER PINELLAS CO. REVIEW COMMENTS 01 01/06/07 PER CITY DRC REVIEW 01/04/07 REV DATE DESCRIPTION GALEN JAY HOFMANN , P. E. 8620 AIRWAY BLVD. NEW PORT RICHEY, FL 34654 P; 727 - 844 -7686 F: 727- 844 -7626 NOT VP Q 00 Cu Cu ' L j� 5 � O � N �� N LIJ a_0N DREW OFFICE PARK PHASE 2 2340 DREW STREET CLEARWATER, FL 33765 SUB DATE: SCALs GALEN J. 00FM4k." e E, r 'R } :ONSULTING OVILi ENIGIN J O ALEN J. y FMAIj�I jl 21796 UNLESB'EM8015SE" TH A RAISED SEAL N GRAPHIC SCALE 1 inch = 30.00' ft. SEC 07 TOWN 26 RANGE 16 / 1 4' CLF 0.1rN.1 / �\ o , N. RN ELEV. 4244 ` E. INV. EL- 38.08 (8' VCP) \SW. INV. EL= 38.12 (6' VCP) b NV. EL= 38.25 (8' VCP) �6•WF ❑ 8.25'S.E 56' PHASE 2 BASIN LIMITS \ / ° / \ ' 55' 54\ 53' 52 — — — 57 561 \ \ \ \ \ \ \ \� 5\ 501 \ // / , y 6' WF \ 57' \ \ \ X `�' \\ /j X \\ 06 -- — \ , �s x EXISTNG 20' DRAINAGE — 58 �� 8 wF � .r wZ I \ 1 s 56'' / I 58' `' W _ 0.06 N. UTILITY �1SEl1ENT FIR 5/8' , FIR 5/8' / 1162 I ° z w i' WF _ L5' — — — ° Z w \ \ 6' 4' CLF I ° z_ w I \ 1 \ O.D5'N.: 0101 OF FCW r ° 0.22'N.; 0.09'w. OF FCN P O — o¢ln?02If �"— 11_ — 14' — , 20' 15' 11' p� ° Q \ O.00N 1.Q1'N I ° a N . . . \ \ 6' WF o — Lai.. 9.49'S.E 56.66 � \ \ _ - - - - - - - - - y; g' --- - - - -�{ Q-- y� - - - -- - - - - -- D.02S-- I---- +PkF -1-- - -- h -- --- - - - - -- — L -- -6' -- �' - - - — - � � - - 4� 1 9' 1. • �� _ 1 O 4' ClF 53' = 1 \ 1 aIis. 5T D.42'9. N. RI N ELEV.- 57.58 4 1 1 4' 155 1 \ 1.61 - 50' 0 O .IN. EL- 54.66 (6 PLASTIC PIPE) T 1 1 59' c�`o \ \ T 1 V \ FT 151.5 , I �� j \ \ I I _ 1 - - — - - - - I I \ .15F- 58 T 156' X .� \ x \ x 1 x 1 \\ \ X 4 yv \ 4. \ \ \ x x \ 57'1 1 0 \ H.C. \ X� + • \ \ e s. ju l / 6C B a e 59 / X ? "¢� '• X 59 x ' ""P• e a 1 \ \ -- -_._ —� I � .11 � 1'H.C. 1 \ G LOWEST FLOOR � \ ELEV.- 65.98 1 I �y9 / / 5 54 � \ 60' 601` ` ' 1 I (X X �x 1 I \ / x� X X X °45' \ X \�-- ' - -52' ° }SASE 2 BASIN LIMITS \ X \ X 53' PHASE 1 PREVIOUSLY DEVELOPED \ \ \58 dP 54' PHASE 2 BASIN LIMITS \ 1�1' b� ` 1 �9 \ e .yip`' 1 ?� �sP \� �4p by�y 0� FND 8� 3747 Xdi� 61' X `1 , X \ \ X e n X X X X \ \ X \ 0.00'N.: H.C. \ \ \ \ 6`y 61� 6 \ i61Jg�C r \ \\ \� B o 4- o'�;,af• do ON SITE TBM SET NAIL IN P.P. ELEV.= 63.54' N.A.V,D. 1988 \SCREENING WALL SCREENING WALL 60' a s X \ \x, X� ei 61' "vlll 62' \ I \ H.C. \ a \ x \ x — e 60' . �. 54 \4 'HASE \BASIN LIMITS �k \ \ 59' \ \ \ \55' 1 \ y 0.3 CURB . X 3'w x ..... \ \ \ TOP ELEV.= 57.42 \ \ SNINV.TEL_ = 50.42 (18• RCP \ - - - —— - 58' 57' 56' DREW STREET (C.R. 528) 0 L•:1 .7 L _7 --- TOP ELEV.- 53.20 THROAT EL= 5243 - S. INV EL= 49.10 (18' RCP) - - - - - - - - - ------------ M I i / CURB I i / CURB 0.96'w. I i � I FT\ f\81 x 4' 155 1 \ 1.61 - 50' 0 O .IN. EL- 54.66 (6 PLASTIC PIPE) T 1 1 59' c�`o \ \ T 1 V \ FT 151.5 , I �� j \ \ I I _ 1 - - — - - - - I I \ .15F- 58 T 156' X .� \ x \ x 1 x 1 \\ \ X 4 yv \ 4. \ \ \ x x \ 57'1 1 0 \ H.C. \ X� + • \ \ e s. ju l / 6C B a e 59 / X ? "¢� '• X 59 x ' ""P• e a 1 \ \ -- -_._ —� I � .11 � 1'H.C. 1 \ G LOWEST FLOOR � \ ELEV.- 65.98 1 I �y9 / / 5 54 � \ 60' 601` ` ' 1 I (X X �x 1 I \ / x� X X X °45' \ X \�-- ' - -52' ° }SASE 2 BASIN LIMITS \ X \ X 53' PHASE 1 PREVIOUSLY DEVELOPED \ \ \58 dP 54' PHASE 2 BASIN LIMITS \ 1�1' b� ` 1 �9 \ e .yip`' 1 ?� �sP \� �4p by�y 0� FND 8� 3747 Xdi� 61' X `1 , X \ \ X e n X X X X \ \ X \ 0.00'N.: H.C. \ \ \ \ 6`y 61� 6 \ i61Jg�C r \ \\ \� B o 4- o'�;,af• do ON SITE TBM SET NAIL IN P.P. ELEV.= 63.54' N.A.V,D. 1988 \SCREENING WALL SCREENING WALL 60' a s X \ \x, X� ei 61' "vlll 62' \ I \ H.C. \ a \ x \ x — e 60' . �. 54 \4 'HASE \BASIN LIMITS �k \ \ 59' \ \ \ \55' 1 \ y 0.3 CURB . X 3'w x ..... \ \ \ TOP ELEV.= 57.42 \ \ SNINV.TEL_ = 50.42 (18• RCP \ - - - —— - 58' 57' 56' DREW STREET (C.R. 528) 0 L•:1 .7 L _7 --- TOP ELEV.- 53.20 THROAT EL= 5243 - S. INV EL= 49.10 (18' RCP) - - - - - - - - - ------------ M i1 I i i -lommo muAWT APR 16 2007 DEVELOP�AeNT & NEIGIMOFMOOC SEP"!ACES CITY OF CLEAr'IWATEFR z 00 N co m Z 04 0 w r- 0 �0 O �N wO 0- � 6) C'e) uJ .= you ELEVATIONS SHOWN HEREON ARE BASED ON BENCH MARK CAMPUS 1973, ELEVATION = 56.271' N.A.V,D 1988, THE ELEVATIONS WERE TAKEN ON N.G,V,D, 1929 DURING A FIELD SURVEY PERFORMED ON SEPTEMBER 18, 2002 AND WERE CONVERTED TO N.A.V.D. 1988, BUT WERE NOT UPDATED OR REVERIPED AS PART OF THE SURVEY. POST DEVELOPED BASIN PLAN SHEET 7 OF 12 04 b3/23/07I PER PINELLAS CO. PUBLIC WORKS 03 D2/07/071 PER PINELLAS CO. HEALTH DEPT. 02 D2/05/07 PER PINELLAS CO. REVIEW COMMEN 01 01 06 07 PER CITY DRC REVIEW 01/04/0 REV DATE DESCRIPTION GALEN JAY HOFMANN , P. E. 9H8620 AIRWAY BLVD. NEW PORT RICHEY, FL 34654 P: 727 - 844 -7686 F: 727 - 844 -7626 _ NOT DREW OFFICE PARK PHASE 2 2340 DREW STREET CLEARWATER, FL 33765 SUBMITTAL 'DATE: CA �t1tll�lrai `�� • 'a A. C GALEN J >a'. F •• '' OON LILTING IIA LINE R 1 n • J T FI, � �r • I W: i C ALEN J. } ti NN , P.�p. 21796 " UNLJ £M ASSED VAM:A, jp; ED S €AE I i / CURB I i / CURB 0.96'w. I i � I i1 I i i -lommo muAWT APR 16 2007 DEVELOP�AeNT & NEIGIMOFMOOC SEP"!ACES CITY OF CLEAr'IWATEFR z 00 N co m Z 04 0 w r- 0 �0 O �N wO 0- � 6) C'e) uJ .= you ELEVATIONS SHOWN HEREON ARE BASED ON BENCH MARK CAMPUS 1973, ELEVATION = 56.271' N.A.V,D 1988, THE ELEVATIONS WERE TAKEN ON N.G,V,D, 1929 DURING A FIELD SURVEY PERFORMED ON SEPTEMBER 18, 2002 AND WERE CONVERTED TO N.A.V.D. 1988, BUT WERE NOT UPDATED OR REVERIPED AS PART OF THE SURVEY. POST DEVELOPED BASIN PLAN SHEET 7 OF 12 04 b3/23/07I PER PINELLAS CO. PUBLIC WORKS 03 D2/07/071 PER PINELLAS CO. HEALTH DEPT. 02 D2/05/07 PER PINELLAS CO. REVIEW COMMEN 01 01 06 07 PER CITY DRC REVIEW 01/04/0 REV DATE DESCRIPTION GALEN JAY HOFMANN , P. E. 9H8620 AIRWAY BLVD. NEW PORT RICHEY, FL 34654 P: 727 - 844 -7686 F: 727 - 844 -7626 _ NOT DREW OFFICE PARK PHASE 2 2340 DREW STREET CLEARWATER, FL 33765 SUBMITTAL 'DATE: CA �t1tll�lrai `�� • 'a A. C GALEN J >a'. F •• '' OON LILTING IIA LINE R 1 n • J T FI, � �r • I W: i C ALEN J. } ti NN , P.�p. 21796 " UNLJ £M ASSED VAM:A, jp; ED S €AE