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METER CONNECTION
<br />DETAIL SS 1.0
<br />w. Tm3--T-
<br />OFF a swc, I
<br />OFFSET- I L
<br />-SrA- 17+16.0
<br />OFFSET= 20.9 L
<br />L STA- 17+31.'8--
<br />'%QVW- 10.0 L
<br />'DAVID SCHULTZ
<br />265 ATLANTIC ISLES
<br />SEWER METER CONNECTION
<br />SEE MDWASO DETAIL SS 2.0
<br />CSTA !. 17+44
<br />/ OFQ# MOVARY
<br />CONTRUM EAeENT
<br />LIMIT OF OONfRUCTION
<br />STA. 17+00 OFFSET= 10,0 L %
<br />1 =10. L
<br />CO
<br />;A_ it WTR_.TF'--� 17+92.6
<br />01 to 4 &0 L�
<br />SrA 16 w R
<br />LUIS URESiNA
<br />26 FLOR M J
<br />AR-ANTIC', ISIE'---"
<br />V �'\
<br />&0 1
<br />LEGEND:
<br />/ "`- ''�'<,a;'; ASPHALT PAVEMENT RECONSTRUCTION
<br />BRICK PAVER
<br />LIMIT 01
<br />%00
<br />STA 17+92.6
<br />,
<br />OFFSET= 80 R
<br />10 TEMPORARY
<br />%
<br />CONTRUCTION EASEMENT
<br />& 'VV LOUFL) F S
<br />Z'
<br />SEWER METER CONNECTIO/
<br />SEE Mrm&qn nrmi cc )A
<br />X
<br />SrA- 18+87.5 19+33
<br />All OFFSET= 8.0 L -30.94
<br />U I S EN I---
<br />SrA- 19+23.4
<br />aoi
<br />oFw - t
<br />SrA- 19+47,3
<br />OFFSET= 10.0 L
<br />VALLEY i " -
<br />ALLEY G G / STA- 19*62- SEWER METER CONNECTION
<br />'�-�EE MDWASD DETAIL SS 2.0
<br />OFFSET= 20 3 L H � 111 A N D
<br />-*A ',,' "A' PAIUILINE M
<br />STA N-19t
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<br />OFF
<br />IAF,'� LE, I CIa I-,-- "TRUST)
<br />I , I -) -1 C �� I . i J
<br />AF'[ i,
<br />-r:) R!C;-ITEIR TR� P.- -S
<br />-0y'j
<br />STA 1&0, L
<br />+87.
<br />0 204-4.0%.
<br />ANN GARAIIII!
<br />--', lvt
<br />14. .1 241 ATI-A!"I-1-c L"LV-L,
<br />LIMIT OF CONSTRUCTION DAVID 310;'JC'AN',1MI
<br />STA 20+25.9
<br />Lk W I N
<br />C
<br />19+64.8 OFTSET- 9.9 L 10' TEMPORARY 239 AI LAN 'l!"., HLVD,
<br />*a 1-- 7 CONTRUCTION EASEMENT
<br />offsET- aO'R
<br />STA.= cokstp,
<br />U07 0,V1 STA- 21+00.8
<br />OFFSET= w L
<br />• ST A= 20+ fJ. 7 20yw STA- 21+48.2 / It ST A= 21+93.0 4ft STA= 115+64.5
<br />IMW- 9.2 R .3 L OFTSFT- 11.7 L OFFSET= 12.8 L OFFSET- 14.1 L
<br />21- 00 WAft
<br />ST a= 20+333 STA - 20+ . STA- 21+675
<br />OFFSET- 10.4 OFFSET- 12. 1 L STA- 115+80.7
<br />pR0p0SfffW- 8.1 R OFFSET- 14. 1 L STA - 116+15.6 STA- 116+JR2 +
<br />L
<br />OFFSET- 14.
<br />STA71ON SITE 14. 1 1 L
<br />LIFT 7771- PROPOSED VALLEY I I wn
<br />*11111--111-t R
<br />STA.= 114493.8
<br />STA- 20+20.5 R---W T R-
<br />OSTA.w 20+10.9j V -_ "'i R OFFSET= aO R 22+oO I -- •
<br />0
<br />OFFSET= J3.0 R STA iNz
<br />OFFSET= J8.6 R &SE USE 115+00 22+2j OFFSET- 14.1 L ST 116+64.41,
<br />OFFSET a m- 116+19.7 OFFSET- 141 L
<br />do& IZ7 L 116+00
<br />dP 10 .... ................ . OFFSET- 14.1 L
<br />am STA- 114+97.6 s A= I lf+21 2
<br />doillillillioll'IlIllllllllllllllo.�� TYPE -r MG 'V1111111111: Z STA 1111, 111'157+9W4.0�W Ca LU ST 113+806 OFFSET- 119 R OFFSET= fj.9 R
<br />dw OFFSET= 1.7 R STA
<br />dW • 113175.1 140401 `� LU
<br />...... ------------------ S7A- 116+14.8 OFFSET J9 R c ONN S MIR
<br />wsEr- 09 R OFFSET= 13.9 R PROF4 ED VALLEY L
<br />SrA- IIJ+26.6 CTA 113 +95.4 GUTTER #A
<br />OFFSET- 0.1 L 111150-
<br />13' OFFSET= 13.9 R
<br />mj LU
<br />6LVD. SrA- 1161+7�
<br />• 5 - , � .3
<br />JA3+00 AfTIC --IXFS&w -77"1��- - .. 'I I Sbk- 115+72,3 OFFSET= 13 R LU
<br />-------- V-4-,R i ARM •
<br />OFFSET- 18.4 R ass (A
<br />112+80.5
<br />OFFSET= 13.9 R dp 4WD 0. wr Inn
<br />00MV00 �AE V%E� �STA- 112+&.6 OF �ONSTRUCT,
<br />10' TEMPORARY 41
<br />-OFFSET- 119 R CONTRUCTION
<br />m�WC
<br />IL
<br />`�H
<br />on
<br />DATE REVISION i By 11 NO 1 DATE
<br />'k11.+0 11*0 HEDI 1-0 INC, 9c
<br />y D
<br />KHRSTEN I BAiFR PA
<br />PROPOISED
<br />VALLEY GUTTER
<br />711ANTIC BL,/D
<br />250 A 10' TEMPORARY
<br />EASEMENT
<br />'F-nc LcUlp JP
<br />'y
<br />y
<br />SA- 111+70.1 -------- 2,14 BLVD 31--RAROO VA7QUEZ E M11"UE-1
<br />OFFSET- 119 R TIC B L VID
<br />240 AFLAN
<br />\\-UMIT OF CONSTRUC�
<br />STA 01+48.0 ---11 1� --1
<br />Fofw- V19 - c/o P/,,
<br />112+16.6
<br />OFI`Wt- 21.7 R
<br />DANIEL. IGILESOAS
<br />270 ATLANTIC BLVD
<br />%LAMONICA
<br />'VD
<br />DESIGNED RSN
<br />DATE 02/2006
<br />- ----- ---------------
<br />I DRAWN RSN
<br />DATE 02/2006
<br />![CHECKED - J. . M. -
<br />REVISION
<br />BY DATE 02/2006
<br />2 P A I A-"J I f I i L 1111.)
<br />KIR'S!Fl"! 1 'H'AI[-R
<br />ARiE SiE�IGER &: VV JUDII-H 260 AFIL-'.�1'111'��_'
<br />262 ATLANTIC BLVD
<br />GRAPHIC SCALE
<br />20 0 10 20 40 80
<br />C"'Qw&ws AffOCi1te -011m.
<br />En& i m i welycomialp Pbnws
<br />1800 Eller Drive, Suite 600
<br />Fort Lauderdale, Florida 33316
<br />Phone: 954.921.7781 Fax 954.921.8807
<br />Certificate of Authorization 514
<br />CITY OF SUNNY ISLES BEACH, FL
<br />ATLANTIC ISLES ROADWAY
<br />AND UTILITY IMPROVEMENTS
<br />GEOMETRIC CONTROL
<br />( IN FEET )
<br />SCALE: 1"=20'
<br />FLORIDA REGISTRATION No. 67642
<br />SCALE 11 SHEET
<br />1 20
<br />PROJECT No
<br />C8
<br />05-4893
<br />W FILE
<br />3-4197-C200-C205-STRM-PLW nr
<br />PROPOSED FIRE HYDRANT
<br />PROPOSED CATCH BASIN
<br />PROPOSED MANHOLE
<br />L-j
<br />EXISTING CATCH BASIN
<br />PROPOSED YARD DRAIN
<br />EXISTING POLE ANCHOR
<br />EXISTING MANHOLE
<br />-- cp
<br />EXISTING CONC. POLE
<br />T.O.B.
<br />TOP OF BANK
<br />EHH
<br />EXISTING ELEC. BOX/ELEC. HANDHOLE
<br />E.O.W.
<br />EDGE OF WATER
<br />/WZ
<br />METAL LIGHT POLE
<br />'LP
<br />EXISTING LIGHT POLE
<br />/Y/0/0
<br />WOOD POWER POLE
<br />wpp
<br />EXISTING WOOD POWER POLE
<br />Cap
<br />CONCRETE GUIDE POLE
<br />C.O.
<br />PROPOSED CLEAN OUT
<br />PROPOSED 4" CONCRETE SIDWALK
<br />PROPOSED 6" CONCRETE DRIVEWAY
<br />/ "`- ''�'<,a;'; ASPHALT PAVEMENT RECONSTRUCTION
<br />BRICK PAVER
<br />LIMIT 01
<br />%00
<br />STA 17+92.6
<br />,
<br />OFFSET= 80 R
<br />10 TEMPORARY
<br />%
<br />CONTRUCTION EASEMENT
<br />& 'VV LOUFL) F S
<br />Z'
<br />SEWER METER CONNECTIO/
<br />SEE Mrm&qn nrmi cc )A
<br />X
<br />SrA- 18+87.5 19+33
<br />All OFFSET= 8.0 L -30.94
<br />U I S EN I---
<br />SrA- 19+23.4
<br />aoi
<br />oFw - t
<br />SrA- 19+47,3
<br />OFFSET= 10.0 L
<br />VALLEY i " -
<br />ALLEY G G / STA- 19*62- SEWER METER CONNECTION
<br />'�-�EE MDWASD DETAIL SS 2.0
<br />OFFSET= 20 3 L H � 111 A N D
<br />-*A ',,' "A' PAIUILINE M
<br />STA N-19t
<br />3A6 Ar':-.,`Jq-'IC 'SLES
<br />OFF
<br />IAF,'� LE, I CIa I-,-- "TRUST)
<br />I , I -) -1 C �� I . i J
<br />AF'[ i,
<br />-r:) R!C;-ITEIR TR� P.- -S
<br />-0y'j
<br />STA 1&0, L
<br />+87.
<br />0 204-4.0%.
<br />ANN GARAIIII!
<br />--', lvt
<br />14. .1 241 ATI-A!"I-1-c L"LV-L,
<br />LIMIT OF CONSTRUCTION DAVID 310;'JC'AN',1MI
<br />STA 20+25.9
<br />Lk W I N
<br />C
<br />19+64.8 OFTSET- 9.9 L 10' TEMPORARY 239 AI LAN 'l!"., HLVD,
<br />*a 1-- 7 CONTRUCTION EASEMENT
<br />offsET- aO'R
<br />STA.= cokstp,
<br />U07 0,V1 STA- 21+00.8
<br />OFFSET= w L
<br />• ST A= 20+ fJ. 7 20yw STA- 21+48.2 / It ST A= 21+93.0 4ft STA= 115+64.5
<br />IMW- 9.2 R .3 L OFTSFT- 11.7 L OFFSET= 12.8 L OFFSET- 14.1 L
<br />21- 00 WAft
<br />ST a= 20+333 STA - 20+ . STA- 21+675
<br />OFFSET- 10.4 OFFSET- 12. 1 L STA- 115+80.7
<br />pR0p0SfffW- 8.1 R OFFSET- 14. 1 L STA - 116+15.6 STA- 116+JR2 +
<br />L
<br />OFFSET- 14.
<br />STA71ON SITE 14. 1 1 L
<br />LIFT 7771- PROPOSED VALLEY I I wn
<br />*11111--111-t R
<br />STA.= 114493.8
<br />STA- 20+20.5 R---W T R-
<br />OSTA.w 20+10.9j V -_ "'i R OFFSET= aO R 22+oO I -- •
<br />0
<br />OFFSET= J3.0 R STA iNz
<br />OFFSET= J8.6 R &SE USE 115+00 22+2j OFFSET- 14.1 L ST 116+64.41,
<br />OFFSET a m- 116+19.7 OFFSET- 141 L
<br />do& IZ7 L 116+00
<br />dP 10 .... ................ . OFFSET- 14.1 L
<br />am STA- 114+97.6 s A= I lf+21 2
<br />doillillillioll'IlIllllllllllllllo.�� TYPE -r MG 'V1111111111: Z STA 1111, 111'157+9W4.0�W Ca LU ST 113+806 OFFSET- 119 R OFFSET= fj.9 R
<br />dw OFFSET= 1.7 R STA
<br />dW • 113175.1 140401 `� LU
<br />...... ------------------ S7A- 116+14.8 OFFSET J9 R c ONN S MIR
<br />wsEr- 09 R OFFSET= 13.9 R PROF4 ED VALLEY L
<br />SrA- IIJ+26.6 CTA 113 +95.4 GUTTER #A
<br />OFFSET- 0.1 L 111150-
<br />13' OFFSET= 13.9 R
<br />mj LU
<br />6LVD. SrA- 1161+7�
<br />• 5 - , � .3
<br />JA3+00 AfTIC --IXFS&w -77"1��- - .. 'I I Sbk- 115+72,3 OFFSET= 13 R LU
<br />-------- V-4-,R i ARM •
<br />OFFSET- 18.4 R ass (A
<br />112+80.5
<br />OFFSET= 13.9 R dp 4WD 0. wr Inn
<br />00MV00 �AE V%E� �STA- 112+&.6 OF �ONSTRUCT,
<br />10' TEMPORARY 41
<br />-OFFSET- 119 R CONTRUCTION
<br />m�WC
<br />IL
<br />`�H
<br />on
<br />DATE REVISION i By 11 NO 1 DATE
<br />'k11.+0 11*0 HEDI 1-0 INC, 9c
<br />y D
<br />KHRSTEN I BAiFR PA
<br />PROPOISED
<br />VALLEY GUTTER
<br />711ANTIC BL,/D
<br />250 A 10' TEMPORARY
<br />EASEMENT
<br />'F-nc LcUlp JP
<br />'y
<br />y
<br />SA- 111+70.1 -------- 2,14 BLVD 31--RAROO VA7QUEZ E M11"UE-1
<br />OFFSET- 119 R TIC B L VID
<br />240 AFLAN
<br />\\-UMIT OF CONSTRUC�
<br />STA 01+48.0 ---11 1� --1
<br />Fofw- V19 - c/o P/,,
<br />112+16.6
<br />OFI`Wt- 21.7 R
<br />DANIEL. IGILESOAS
<br />270 ATLANTIC BLVD
<br />%LAMONICA
<br />'VD
<br />DESIGNED RSN
<br />DATE 02/2006
<br />- ----- ---------------
<br />I DRAWN RSN
<br />DATE 02/2006
<br />![CHECKED - J. . M. -
<br />REVISION
<br />BY DATE 02/2006
<br />2 P A I A-"J I f I i L 1111.)
<br />KIR'S!Fl"! 1 'H'AI[-R
<br />ARiE SiE�IGER &: VV JUDII-H 260 AFIL-'.�1'111'��_'
<br />262 ATLANTIC BLVD
<br />GRAPHIC SCALE
<br />20 0 10 20 40 80
<br />C"'Qw&ws AffOCi1te -011m.
<br />En& i m i welycomialp Pbnws
<br />1800 Eller Drive, Suite 600
<br />Fort Lauderdale, Florida 33316
<br />Phone: 954.921.7781 Fax 954.921.8807
<br />Certificate of Authorization 514
<br />CITY OF SUNNY ISLES BEACH, FL
<br />ATLANTIC ISLES ROADWAY
<br />AND UTILITY IMPROVEMENTS
<br />GEOMETRIC CONTROL
<br />( IN FEET )
<br />SCALE: 1"=20'
<br />FLORIDA REGISTRATION No. 67642
<br />SCALE 11 SHEET
<br />1 20
<br />PROJECT No
<br />C8
<br />05-4893
<br />W FILE
<br />3-4197-C200-C205-STRM-PLW nr
<br />
|