My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
39735 Chancey Rd
Zephyrhills
>
Building Department
>
Building Plans
>
39735 Chancey Rd
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/25/2025 3:21:19 PM
Creation date
2/18/2025 3:26:49 PM
Metadata
Fields
Template:
Building Plans
Street #
39735
Location
Chancey Rd
Contractor
Stine Construction
Building Plans - Permit #
Unknown
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
EXISTING ODULAR BUILDINGS (TYP OF 5) <br />CATCH BASIN AREA = 7,056 SF (EACH MODULAR) <br />TOTAL AREA = 5 280 SF <br />mm �®P EL=�7.29 <br />o� z6 FL 36' RCP EL=7 .38 FFE = 78.5 5' BLOCK, <br />mALL <br />P �4g E� � 36"RCP EL= 3.32 EX. CRAPE MYRTLES (coral so) R E T E N T 1 0 N P 0 N D A R E A GATED ACCESS TO THE �� 5 <br />b a1 EAST P PERTY <br />I�- It��� 7' 4"E //D O 625r�F 6' HIGH VINYL FENCE-L o F4 4CM <br />m I �SFD )1 COM5TRUCTJW � gQ �) k (TIPI SE INSTALLED BY THF1 ARTH PROPERTY Owl19'ER) LS 281 <br />SITE TB�I5 F <br />P <br />III 27. _ -- <br />W 1 Y k k X <br />® 11 1 L { 81�+ (OOH H (� OH �H GH OH (� MM(�OH(- OH /MSOH (� IN OH H OH OH OH OH H FENCE 0.6 UT <br />Cm 16$ X W W W W �JW W �J W W �J CJ W ti� <br />� Vvv I <br />0.3 WEST I <br />I #4281 25, x �6'I k'I •, • _ • OAK10 T f• � <br />E{ + <br />I � _ 47. 'I ,tt 15' EX. 6' COI/ ED 0 - <br />* `t EX. ORM '16' 0` PRO O MODULAR 20' PROP MODULAR 0' PROPOSED MODULAR I P MODULAR 21 <br />I O `a� 26 Ex. 12'i 1 N 44' EX. ' WIDE SIDEWALK A� _ 056 SF AR A 1,056 SF AREA = 1,056 SF 20' EA = 1,056 SF <br />m m �' CONCR SL (PHASE 2) (PHASE 2) S I (PHASE 2) 8.5 (PHASE 2) <br />SANITARY MH= �,® 3 K1 24 J <br />LID EL= 77.13 I I 7. TIE INTO EX. C( INV. ATL2L�TERALS20ON N FL 8"PVC _70182mm II I BOTH SIWWS OF H iI�iNLINE 44U2' 44' 20' 4 2 44' 1 .1' I �6a +�6 <br />S FL 8 PVC- 7 .01 x <br />I -16 <br />CURVE TABLE (F) <br />CURVE <br />LENGTH <br />RADIUS <br />Delta Angle <br />CHORD <br />BEARING <br />C1 <br />315.90 <br />11519.16 <br />1'34'17" <br />31 - 89 <br />84°29'09"W <br />C2 <br />256.37 <br />11519.16 <br />1'16'31" <br />256.36 <br />N82°44'23"E <br />CURVE TABLE D <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD <br />BEARING <br />C1 <br />316.0111519.16 <br />1'34'19" <br />316.00 <br />S84'25'57"W <br />C2 <br />256.1111519,16 <br />1'16'32" <br />256.44 <br />S82°43'33"W <br />oil <br />_ c�.r��.�,1 _6 AREA <br />$ 056 SF <br />�_ %,i/��.►�!' ° - YA ,�� : it► -1 CONSTRUCTION <br />p0 <br />r7w4 /I� <br />III? <br />W" mm <br />■R--ternrmi�■��w�-��■�� <br />.iw <br />I <br />1�7:wa�wJ►1� <br />I 0 SHED <br />11AI 511m■a-w <br />AM • . ' o =kRMA <br />�=� �11 ■illy ■Ih� rmr - ■nl�� ■III ■III ■Iil� • <br />101 <br />o <br />y� i <br />16r1•.7l � . <br />gi VIEWMULTI-PURPAP <br />- - • I/��� ► 7 POSE <br />_ <br />••• •. • =• err �i:•� ,/ /I iii� �► '"' III SF <br />I � �/�� a �r� <br />Lj (PHASE 2) <br />-I-I I 11-c a �'� • /I �o-�PHA SE I <br />FEMME <br />FUTURE <br />11 u <br />' ►L ►--� . _ � I►_ � �/.� - ter' ,�� <br />•1 WE.-�n►+E�►��w�wwwwww,•�s+wwf� = -- - . ..�J ►.. o <br />.is, :.•►s��w�•�'►re�wwww+wv���wwwv+.;�� , : _ F <br />._ . • �•' �� �iwiwiwii �f,- iwiwiwii +!` I`► <br />r 1�- <br />rm IN ma MI, 194-11 <br />I *MA NSA <br />I - �'��•!•!•wiA�'��iwiwiwi���iwiwiwi��,1�� ,�..���1,.�� !I��,� �a • � - W.5MRUCTION <br />., ,'��'�v:'��� _ lid[! ����?���� �������►' � r,!'Irl ,' /i�'��J�� . � �� I I .• <br />im <br />EXISTING LEGEND <br />A F - ALSO FOUND <br />( 0 )= OTHERS <br />A UM=ALUMINUM <br />0/A- OVERALL MEASUREMENT <br />BLK. = BLOCK <br />OHL -OVERHEAD LINES <br />B.O=BY OTHERS <br />P.O.B =POINT OF BEGINNING <br />( C )=CALCULATION <br />P.O.0 =POINT OF COMMENCEMENT <br />COR. =CORNER <br />P.B= PLAT BOOK <br />CONC. = CONCRETE <br />PG. -PAGE <br />/ B=CONCRETE BLOCK <br />(P )=PLAT (MEASURERMEN� <br />15 ) =DEED <br />PCP=PERMANENT CONTROL POINT <br />DESC� =DESCRIPTION <br />PRM=PERMANENT REFERENCE MONUMENT <br />L = LEVATION <br />R/W==RIGHT OF WAY <br />ELE V= ELEVATION <br />S )-SET <br />EP= EDGE OF PAVEMENT <br />EC =SECTION; TOWNSHIP; RANGE <br />EPC=ENWRONMENTAL PR07ECTON COMMISSION <br />SN&D=SET NAIL AND DISK LB. 6582 <br />�F )= FIELD MEAS. <br />SIR -SET IRON ROD 5 8 MARKED LB 6582 <br />FE = FINISH FLOOR ELEVATION <br />S.C.M =SET CONCRETE M NUMENT MARKED LBy6582 <br />FDOT=FLORIDA DEPARTMENT OF TRANSPORTATION <br />SWFWMD=SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT <br />FNO =FOUND <br />TB.M=TEMPORARY BENCHMARK <br />F.C.M-FOUND CONCRETE MONUMENT <br />TI.I.F=TRUSTEES INTERAL IMPROVEMENT FUND <br />F( ) IR=FOUND IRON ROD size noted) <br />dentification in <br />W/C=IMTNESS CORNER <br />CL <br />noted on <br />IP =FOUND IRON PIP (size noted) <br />=CENTERLINE <br />EOP=EDGE OF PAVEMENT <br />F() <br />N-FOUND NAIL <br />0,1 OVERHEAD LINES <br />FRRS=FOUND RAILROAD SPIKE <br />-x-x- Chain- link f nce <br />F.U.B =FRAME UTILITY BUILDING <br />�i 11 Wood fence �PrivacY) <br />L.B=LICENSED BUSINESS <br />- o-o-Plastic Fence <br />L.S.=LAND SURVEYOR <br />E---- GUY WIRE <br />M.U.B =METAL UTILITY BUILDING <br />= PROPRETY CORNER <br />N.C.F -NO C RNER FOUND <br />N.C.S <br />+" = CROSS -CUT IN CONCRETE <br />=NO CORNER SET <br />�X= HYDRANT <br />= PALM TREE <br />WV <br />= LAND CORNER <br />WATERVALV <br />-�� = BACK FLOW PRVENTER <br />®= WATER METER <br />CULVERT CROSSING <br />�Q� = UTILITY POLE <br />SS = SANITARY SEWER LINE <br />SO = SANITARY MANHOLE <br />SW = STORM WATER LINE <br />O=STORMWATER MANHOLE <br />TOP OF BANK <br />- - -w-= WATERLINE <br />® = WELL <br />SCALE BRAKE <br />TP <br />®= WOOD DECKING <br />CONTROL POINT <br />OR TBM <br />CONCRETE AREA <br />9<12% <br />®= COVERED AREA <br />w= OAK TREE <br />R = RADIUS <br />L = ARC LENGTH <br />= PINE TREE <br />CH = CHORD <br />CB = CHORD BEARING <br />CA-'o ''=CENTERAL/ DELTA ANGLE <br />= CITRUS TREE <br />T = TANGENT <br />LEGEND: (AS APPLICABLE) <br />OS <br />PROPOSED PARKING SPACE COUNT <br />x0.00 <br />EXISTING ELEVATION <br />54.10 <br />PROPOSED GRADE <br />.� <br />PROPOSED SURFACE <br />DRAINAGE FLOW ARROW <br />EXIST <br />EX <br />EXISTING <br />SILT SCREENING (EROSION CONTROL) <br />EX. TREE TO BE REMOVED <br />PROPOSED CONCRETE <br />EXISTING CONTOURS <br />PROPOSED PHASE 1 ASPHALT <br />PROPOSED PHASE 2 ASPHALT <br />PROPOSED FUTURE ASPHALT <br />►a �www.ww� _ ��w�w,w,� �,�wv.,• �� �i1�1%�j �' ►wiw`'!wiw! I .= ' � , • <br />Iy - a ��wwwwww�1121W��wwwwwi�MM�wiwiwi� aim i]- <br />Ib <br />i b. bcf <br />. • p�ww+��www��ww+�,www�C�ww�,+w�, I� �. ►....I +A► <br />►wwiwiwi�! "�iICi►wwiwiwi� �wiw•:�i� '��weww•�I ;,; . <br />76. 1 <br />�j►wwwwwww�■E1��►wwwwwww� �,►.w�wwww� �111 ► ;`�.��. <br />;�wwwwwww�Ill��►wwwwwww� -.v..� WINCl- <br />� <br />65 1�.' • ' � 1 ►wwiwiwi��/1��!w!w�w-w% ►►w�w��w! 0-1 r .. �,►...� , <br />I- • <br />00 <br />.��I +ram• lf1",�/...I .7. e.<d5i� .7Zai.�� ., 1/Ir� �rr�/�'' �P����►..� �� ci►�� I • • <br />III IS <br />o II it <br />�p •• �. i a <br />• r i <br />14 <br />W <br />a <br />15.3 <br />o Z , „ INLY <br />�if •� �ACCESS CONNECTION TO CHANCEY <br />-I•/ / BE DESIGNED AND PERMITTED <br />�1' J ItI AK 0 S-j ALSO FOUND CM <br />- � � o EN <br />_i K 24 x 0 4 g OAK14 7 I o �..�'_ ' 6 6. WEST <br />-- I + GS . <br />+1b. AK F 4281 `. LS#4 4 00 ' �� -�'x�- _x- -x mom �j -7 �J +� 5- �� r°Gj <br />X_ <br />v-� <br />OAK2� � LS -- ••�• _x + * ONCRETE WEIR <br />0h r- CA r 9 8"IR + <br />5 O <br />105 0 1 - AK4 OAK1 OAK16 CON + 1 C.1 +��6g <br />1 OS <br />Z 16. 4 , �� <br />N E EVATION- # 3 �t �OAK2 •� 5 Es 24' �' R P / N + +16 �6g <br />_ L2 s _--- <br />a g� 9.8 4x4CM - * �g 0 22 �� _ - UTUR W117F� WNG - <br />S#4281 40 6 * N 5 N 5 * + - - IN n� +��� <br />I 1 5 *�� 6 6 _ +_---- F <br />5 1 a 16 �5 g 5� +� 4_6--- �b-�6 58 --- g EX EMEN�� <br />0° 25 73.93 - _--- --- �- -- 50Ava _ 2 1 <br />MES 12" _ __-_- --- -' <br />+� b�--+16_ _-+ <br />(C <br />r`��6`� �-------- --_ VARIES �� o E-Y 55 �5.----_ <br />���8 �06 �6s R /W WIDTH a6 �5 - <br />10 <br />VEST <br />CONSTRUCT MULTI -PURPOSE / PER <br />J <br />J <br />U V <br />0- <br />o = <br />N <br />� O <br />0 Q <br />U <br />oLn <br />o �uj <br />Q <br />5 m > <br />Of c <br />Z CAI <br />.1 <br />`./ I <br />i r <br />M <br />b M <br />F--� VI <br />11 F+i Z v <br />W Z � v <br />W it m E <br />. Ih <br />Ici6 <br />W Y <br />Z <br />I <br />IL i <br />Lv M <br />go <br />W _j <br />� Z <br />a 0oC-4 <br />M <br />00 <br />l W <br />CV <br />ai <br />C� <br />DO <br />oN <br />� V <br />U <br />Z <br />O <br />� w <br />�uu <br />r� t^ <br />v <br />DATE: 07/30/2010 <br />DESIGNED BY: RA <br />DRAWN BY: RA <br />CHECKED BY: RA <br />FILE NAME: 09026SITE <br />IPROJECT #: 09-026 <br />0f 40' 80' <br />SHEET: <br />SCALE: 1" = 40' C - 2 A <br />
The URL can be used to link to this page
Your browser does not support the video tag.