Loading...
14-123-003i FOUND NAIL O[KOK 1187 (11 /512) F•UNO NAIL t 03K .. � LO. NOT LEOI1lE . FOUND NAIL 4t DISK Le. NOT LEOIOLE .r - WWWWOW - _-- ---- TRAN9MMNIINM ^'^_- ~wFT -^� -'S WAT �� 1O7i (iim VAT VAT- _� -...- _„_ VAT - �^1.: VAT ww.rn FWNO NAIL r!; N9K W,.y '-_ VAT VAT UIrA�� 1124 (11/5/12) aWW-W /1 �■ 1 ■ _�-M�T�._. _ VAT �'�"^. VAT --^.�� ,�r , 1 w - -- EET (BIRD il{v V L 1 _ � �� �� -.�_._ '"AY Ar -- KAY'; ".� �.� -'_^' I.N. NOT LE f �» .. -.- .."_- .._.-WA .�_....� .r .�O WATT W �� �� VAT _. _ WAT ~'�� r._ f \ ■ • ...�' - AT - r ,�.wwo WAT - . WAT -. VAT �,-04-'�'~ � _��.�.. VAT f^�_r-. W _., �• VAT �,�.�.- _ ..�-- WAT -- T °NAIL 7L DISK ��... WAT- � REIRJ� NCE CORNER �..�■ '•'"+� FOUND NAIL °_ VAT AT - -^� y' ODv YFFSET , �, I.O. NOT LE" -- VAT f� VAT- ^'-'�, -�, -.- �^ �., -�-:• wMi (1 � zllw- WAT_,,,. -._ WAT -�'- _ f EXIST. ❑ - c I y L33653 11 wrr WAT WAT �-'�'�- ._c.- �^ � r T -� C�/�/IIJ 1 • NTr` ..��_ �2! -E.... ••' I _.- .,..� WA ^"'.`.. -- I �.► WATT -WAT _- - �• � I i `, �{ ✓AI Q © GAS r \ t11 METER _ WAT .�. VAT .r- WATWAT ^„ VAT ~ -- �• �- ..- I �` 77:,., .� ,. j�'\�`X/ "�' '\f cllilvl 3 t ► , I� -�- -' r _ISr. c.r. To I LOT 11 t W -_- — ` REMOVED / _�ll HYDRMNT EXIST c To I — 4- 20' 16 "E � , I REMOVED ✓ ` ... I 1 �- '— ��. N1 ,,, �, ���ASP T PAVEMENT �� O BE REMOVED I ©3 1 EXIST. MASONRY wul t % \: ` /.,� �1 / TO BE REMAIN r _ ,TO`�E REMOVED ,�� J � ^� /� ,'� * �, / /, EXIST. MdNH L�E�� O -- — "- - — EXIST. CURS T 1 1 r — � i' /� ,.,! / r�rn�+r xu>r� wx � TO BE �iElrlwEP / 10 .. — �E REMOVED 1 l I 1 i z 3 EXIST. LP. T IRE REMOVED ` LOT 10 !i N LOT$ � I � IsT.STORA(t�H. /t°r,. it I LOT 12 1 E� I 70 �E,. (EMOYED '' EXIST HANDRAIL KITO E REMOVED � ,',:1 I I GAS Y�......n �.'••: / / /J'G 3x- ' ` METER 5' NI H 6H NLINK 1 FNNOE LO 7, _- t- .Rc'�� ►oo't- -- tEMOVEO� r xx o rh) C M (�V Rn V I u :OPOSED C\(s LOT 13 j IILDING LOCATION I ! 1 p I I EXIST. UQU10 PEIRQLEUM EXIST. CONCRETE k ; Q I GAS TANK TO -BE REMOVED ASPHALT TO IRE REMOVED W 1 I i I LOT W t = LOT 15 V ' XV I I 1 ` I EC£CTRIC ®I 1 / 1ST. 4/C UNITS I ` TvVED�����v`� LOT 14 E3 1 ` SET NAIL k DISK ' REFERENCE CORNER 15.00' OFFSET / T I FL1M3N 5 (11/5/12) NAIL ` 0.14' N35'01'21"E No I* UL (11AAC I TRUE: CORNER MNI 1/2. PIPE 4.10' N51-SM E NO LIE (11/6/12) m Know what's below. Call before you dig. 1: FOR TREES AND /OR LANDSCAPE REMOVAL AND /OR RELOCATION, REFER TO LANDSCAPE DRAWINGS. 2. ALL EXISTING PAVEMENT MARKINGS WITHIN PROPERTY LINES TO BE REMOVED. 3. EXISTING ASPHALT PAVEMENT AND BASE WITHIN PROPERTY LINES TO BE REMOVED (DEPTH OF BASE REMOVAL BASED ON PROPOSED GRADES) 4. ALL EXISTING DRAINAGE STRUCTURES AND PIPES WITHIN PROPERTY LINES TO BE REMOVED 5. — — — — — — — DENOTES TO BE REMOVED 6. DENOTES TO REMAIN 6. 77777 DENOTES EXISTING EDGE OF PAVEMENT EXIST. ASPHALT PAVEMENT AND BASE AND /OR CONC. TO BE REMOVED. BACKFILL WITH CLEAN FILL AND TOP SOIL FOR NEW LANDSCAPE AREA ASPHALT PAVEMENT AND BASE AND /OR CONC. TO BE REMOVED FOR NEW 6" CONCRETE. EXIST, ASPHALT PAVEMENT AND BASE AND /OR CONC. TO BE REMOVED FOR NEW HEAVY DUTY PAVEMENT • • c.v�� uY� I LEGAL DESCRIPTION: Lots 3 through 10, and Lots 15 through 24, Block 2, WESTERFIELD MANOR SECTIONS ONE AND TWO, according to the plat thereof as recorded in Plat Book 18, Page 47, of the Public Records of Miami- -'Dade County, Florida, less and except the North 20 of said Lots' 3 through 10 taken for road right of way as set forth in Official Records Book 8672, page 659 and Official Records Book 8890, Page 892, of the Public Records of Miami —Dade County, Florida. Together with an easement over and across that portion of alley vacated by City of South Miami Ordinance NO. 33 -92 -1527 recorded in Official Records Book 18767, Page 46, said easement reserved in Quit Claim Deed recorded in Official Records Book 15895, Page 698, both of the Public Records of Miami —Dade County, Florida. GENERAL NOTES 1. SEE SURVEY FOR DESCRIPTION OF EXISTING FEATURES WITHIN SITE. 2. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF EXISTING ON SITE FACILITIES ABOVE AND UNDERGROUND. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL FROM THE SITE OF ALL DEMOLISHED MATERIALS, THE FILLING OF ALL DEPRESSIONS CAUSED BY DEMOLITION, AND THE GRADING OF THESE AREAS SO AS NOT TO BE OBJECTIONABLE TO VIEW. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF HIS WORK. 3. REMOVE ALL VEGETATION, ROLL AND COMPACT AREAS BEFORE REPLACING FILL. FILL SHALL BE PLACED IN 12" LAYERS LOOSE MEASURE AND COMPACTED TO 907 OF MAXIMUM DENSITY AS DETERMINED BY AASHTO —T1 a0 -7a. FILL SHALL BE LOCALLY ACCEPTABLE AND SUITABLE FOR FILL PURPOSES. THE TOP 12" OF FILL OR CUT UNDER PAVEMENT BASE SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO— T180 -7E. 4. THE- CONTRACTOR SHALL BE REQUIRED TO STABILIZE SLOPED AREAS. THE CONTRACTOR SHALL GRADE AND SEED OR SOD THE AREA WITH THE PROVISION THAT HE SHALL MAINTAIN THE SEEDED OR SODDED AREA AS REQUIRED UNTIL SUCH TIME THAT THERE IS SUITABLE GROWTH TO ADEQUATELY PROTECT THE EMBANKMENT. THE MAXIMUM ALLOWABLE SLOPE SHALL BE 2:1. CONTRACTOR SHALL MATCH EXISTING GRADES AND ALL PROPERTY LINES AROUND SITE, UNLESS OTHERWISE SHOWN ON GRADING PLAN. FINISHED GRADING AND LANDSCAPING BY LANDSCAPE CONTRACTOR. GENERAL CONTRACTOR IS TO GRADE ALL LANDSCAPED AREAS TO WITHIN 4" (.33') OF FINISHED GRADES. ALL GRADES SHOWN ON GRADING PLAN ARE FINISHED GRADES. 5. DIMENSIONS, BUILDING LOCATIONS AND GRADING OF THIS SITE ARE BASED ON AVAILABLE INFORMATION AT THE TIME OF LAYOUT. DEVIATIONS MAY BE NECESSARY IN THE FIELD. ANY SUCH CHANGES OR CONFLICTS BETWEEN THIS PLAN AND FIELD CONDITIONS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING CONSTRUCTION. 6. ALL CONSTRUCTION OF UTILITIES TO BE IN ACCORDANCE WITH LOCAL BUILDING CODES. 7. IT IS THE CONTRACTOR'S FULL RESPONSIBILITY TO FURNISH AND INSTALL WATER SERVICES AS REQUIRED. LINES TO BE INSTALLED SHOULD BE EXTENDED FROM THE CLOSEST WATER MAIN CAP PLUGGED AT BUILDING. SEE C -3 FOR REQUIRED WATER SERVICE SIZE. a. LOCATION OF UNDERGROUND UTILITIES, EXISTING OR PROPOSED, ARE APPROXIMATE OR SCHEMATIC. LOCATION OF EXISTING UTILITIES MUST BE VERIFIED IN THE FIELD PRIOR TO ANY CONSTRUCTION. 9, GENERAL CONTRACTOR IS TO INCLUDE IN BID ALL UTILITY COSTS NECESSARY TO PROVIDE COMPLETE ELECTRICAL SERVICE, SEWER TIE —IN, TAP FEES, CONNECTION COSTS, AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY COMPANIES. 10. THE CONTRACTOR SHALL BE REQUIRED TO EXTEND AND CONNECT SANITARY SEWER TO THE EXISTING SEWER SYSTEM. IF SEWER IS NOT ADJACENT TO SITE, THE CONTRACTOR SHALL BE REQUIRED TO EXTEND THE SANITARY SEWER SERVICE TO THIS SITE IN ACCORDANCE WITH THE PLANS. SANITARY SEWER LINE TO BE CONNECTED AT A MINIMUM 2% SLOPE USING A MINIMUM PIPE, MATCHING EXISTING PIPE MATERIAL, UNLESS OTHERWISE SPECIFIED. 11. CONCRETE SIDEWALKS TO BE 3,000 P.S.I. CONCRETE, 4" THICK, WITH 6X6— W1.4 X W1.4 WELDED WIRE MESH REINFORCED UNLESS OTHERWISE NOTED. 12. ALL CONCRETE CURB TO BE CONSTRUCTED OF 31000 P.S.I. CONCRETE. 13. THE CONCRETE TRASH ENCLOSURE APRON SHALL BE 6" THICK OF 3,000 P.S.I. CONCRETE REINFORCED WITH #4 BARS @ 16" O.C. EACH WAY. 14. COMMERCIAL DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS SPECIFICATIONS OF THE CITY, COUNTY, OR STATE HIGHWAY DEPARTMENT, WHICHEVER APPLIES. 15. ALL WORK TO BE PERFORMED THAT IS NOT COVERED BY THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STATE, COUNTY, `OR LOCAL CODES. ALL WORK IN PUBLIC RIGHT —OF —WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND LOCAL REQUIREMENTS AND STANDARDS. 16. THE CONTRACTOR IS ADVISED THAT THE SOILS REPORT IS'A PART OF THE BIDDING DOCUMENTS. IF THE SOILS REPORT IS NOT RECEIVED WITH THE BID SET, IT IS THE BIDDER'S RESPONSIBILITY TO OBTAIN AND REVIEW THE SOILS REPORT PRIOR TO SUBMITTING FINAL BID. 17. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO C.K.E. GROUP, INC. AND TO MIAMI —DADS COUNTY PUBLIC WORKS DEPARTMENT FOR APPROVAL PRIOR TO ORDERING THE MATERIALS, INCORPORATED engineering i architecture • planning 15500 NEW BARN ROAD SUITE 106 MIAMI LAKES, FLORIDA 33014 PHONE: (305) 558 -4124 FAX: (305) 826- 0619'4w EB #0004432, 4t CONSULTANT- DEVELOPER: DEVELOPMENT GROUP 2651 McCORMICK DR CI EARWATFR FLORIDA 33759 ,cif Y (727) 669 -2900 Fax (727) 669 -2915 SEAL 1 4 • fw+•IT! `k i��Gt•.1A r `I F t EDUARDO L. CARCAC 1 1PEi i3-1S, . CKE GROUP, INC. COA -4432 REVISIONS: 1 04/15/13 - PER CITY COMMENTS DRAWING BY: PJB DATE:: FEBRUARY 06, 20131 JOB NUMBER: CKE # 1319 TI TLE: CVS PHARMACY SITE DEMOLITION PLAN SHEET NUMBER: SD-1 COMMENTS: NOT RELEASED FOR CONSTRUCTIONI