|
LEGEND:
<br />F MA
<br />2 AI L 4i I,",
<br />PROPOSED FIRE HYDRANT
<br />m
<br />PROPOSED CATCH BASIN
<br />PROPOSED MANHOLE
<br />r--i
<br />L__j
<br />EXISTING CATCH BASIN
<br />PROPOSED YARD DRAIN
<br />EXISTING POLE ANCHOR
<br />"o
<br />EXISTING MANHOLE
<br />cp
<br />EXISTING CONC. POLE
<br />T.O.B.
<br />TOP OF BANK
<br />STA - 41r+CO3
<br />EXISTING ELEC. BOX/ELEC. HANDHOLE
<br />E.O.W.
<br />EDGE OF WATER
<br />EHH
<br />EXISTING LIGHT POLE
<br />/VZ/0
<br />METAL LIGHT POLE
<br />LP
<br />4WD
<br />EXISTING WOOD POWER POLE
<br />W10/0
<br />WOOD POWER 'POLE
<br />wpp
<br />COP
<br />CONCRETE GUIDE POLE
<br />C.O.
<br />PROPOSED CLEAN OUT
<br />7
<br />PROPOSED 4". CONCRETE SIDWALK
<br />PROPOSED 6" CONCRETE DRIVEWAY
<br />ASPHALT PAVEMENT RECONSTRUCTION
<br />BRICK PAVER.
<br />F MA
<br />2 AI L 4i I,",
<br />1
<br />1
<br />Y
<br />1&0 L
<br />S
<br />METER CONNECTION
<br />SEETWASD DETAIL SS 1.0
<br />ca
<br />-
<br />STA = 15+46
<br />-
<br />a- 16+060
<br />OFF = -28.91 OFFSET= ad, R
<br />< ftj
<br />FH'0MAS J O'CONNIELL & 'A' _`Ii`,1S_-11NA soft low
<br />283 AT[_ANFi(,' SL 7S
<br />LIMIT OF CONSTRUCTION -�
<br />STA= 1 518 PROPOSED TYPE 'r C&G SrA= 16+79. itu
<br />10.0 L
<br />OFFSET= 0.
<br />10' TEMPORARY
<br />CONTRUCTION EASEMENT
<br />X
<br />p -a
<br />15*34.1 IV MANO
<br />a awts EuT- I
<br />SEWER METER CONNECMTION , 11 - --------------- -- ----
<br />SEE MDWASD DETAIL SS 10
<br />• \ STA 14+6 4c 0 40
<br />rtrr = -,)a 172
<br />dV AROOAK & W H ANC;N S
<br />do RIE OST -1 NC )N -
<br />I F, � ) V, K 14;'
<br />28117 A'i'L are TIC ;si, z
<br />_E�SEWER METER CONNECTION
<br />SEE MOWASID DETAIL SS M= 14+60.7
<br />STA = 1 1.5
<br />dP OFF = -31.
<br />low
<br />STA.= I.J ♦ #0
<br />/x,
<br />10.0 L
<br />S14+89.7
<br />=0.0L
<br />/I
<br />14+72.6 / i' i�
<br />OFFSET= 10.0 L
<br />STA.= 14+604 0
<br />OFFSET- 9.4 R♦
<br />$rA- 14+29.5
<br />OFFSET= 10.0 L
<br />STA- 132/
<br />10.0 L \tiG
<br />LIMIT OF CONSTRUCTION STA- 13 Z2
<br />ORI HAY()N id L
<br />291 1S L t
<br />SEWER MEW MPdW
<br />SEt~*T#S&
<br />STA ac 13+
<br />OFF 0 STa= 14+
<br />OFFSET 0 R
<br />OFF,
<br />SrA_ 13+45.6
<br />OFFSET- 10.1 L 1 .7
<br />SEWER METER CONNECTION 1010
<br />SIDRO F? !_F,�M4MASD DETAIL SS 1.0
<br />299 ATLANTIC ISLE" STA - 12+:
<br />OFF
<br />JULIANq ACOSTA W VIVENCIA s 12+07
<br />NEICY ACOS-1A 1.7 L"
<br />00 12+51.3
<br />UOIT OF CONSTRUCTION ofw- ta SrA. - 12+ 7#� 1R R
<br />=in ON R O. W.
<br />10' TEMIPORARY STA 1 27 am 40 a.
<br />CONTRUCTIDN EASEMENT SrA- 11+536 iaO L PROPOSED TYPE C&G
<br />STA= 108+64.8
<br />Fmw. 10.0 L
<br />OFFSET- 120 L
<br />rAm 12+05.1
<br />SrA- 1140,9! SrA- 108+00.0
<br />40 STA- 106+518 OFI�ET- 10.0 L. OFFSET= 10.0 L \ _J� W f, d I A ---d i M I 'A ---- 9
<br />goo OFFSET =._ 1w= Aq R. �, �, _ � __
<br />SrA- 105+671 .2 f-OFFSET= 14.0 L' SrAm 1 11 T 1-_-_w_1 p_.- ____w
<br />STA- 105+74.3 STA 1 .0 �t
<br />d Pr.,d )vprr ;?,r- vn
<br />&W- 1410 1 11 T I
<br />_wTR jj
<br />106+J5.4 ---.-w T 109+00
<br />+ WYA CONSTRUCTION BASE LINIE$ 108 00
<br />105+&V.7 18.5 110+00 -CONSTRUCTION BW LINE
<br />14.0 L PROPID VALLEY GUTTEER STA.- 108+76.4 r --------------------
<br />T R jj+00 -,---1'07+00 STA 107+26.19 Xp 107+69.4 SrA= .108+10.8 • 111+00
<br />18_WIR PROF�SED OFFSET= 14. 0 ff
<br />w T't-- OITS IT- I 10 R OFFSET- 14.0 R VAI.LEY GUTTER STA- 109+96.4 SrA= 110+19.2
<br />__y R A TLA)VTIC OFFSET- 14.0 R OFFSET= 14.1 R
<br />OFFSET I" R
<br />S7,4- 105+914 106+00 SrA- 107+04.4
<br />OFM 14.01 acW- - 14. OR
<br />10+w -wA- W+70.4 i I -I -
<br />OFFSIETf 1.1 L N�" 1 J� .21^ 1V.T1rV1c..T
<br />jW 10 STA.- 108+JI.9 OFFSEr- 14.0 R
<br />Ul
<br />(A . . . . Ma ..0....5.... .+.. .. 498 R� OFFSET= 14.0 R
<br />L
<br />MW- 14.0 L
<br />goo S W 'A j6 - +
<br />SWALE
<br />LE
<br />r
<br />m�
<br />Caj I j.
<br />R LIMIT OF CONSTRUCTION
<br />rrr QFw_ Ito a sia
<br />i-4- �1' -
<br />SrA- 105+&X� do 1 14.0
<br />sr - to6+j7o
<br />acW- 21.7 R 10' TEMPORARY
<br />110- 10' TEMPORARY CONTRUCTION EASEMENT
<br />CONTRUCTION EASEMENT_ 10' TEMPORARY J CONTRUCTION
<br />RCLAINDO DA! ['Ck1FR0' VV AUROP TLJOMIAS, A SESSA CONTRUCTION EASEMENT
<br />ViLA��_!C BLVD R,`)RUR�10 VIROE &,, A"INFILIDA SLIAQ�-.Z 282 A!_L;'-N_1_1C BLVD
<br />_R U,' 28y`, A- ILAN -ilf - Rl� V-_) LIMIT OF CONSTRUCTION
<br />TUMIT OF CONSTRUCTION ERNESTO AC(OSTA T ) FEE
<br />100 AFLAkNTI,_ V1_1
<br />20 1 1,
<br />LEMMA ARENCIBIA REV INT TRUST
<br />& ERIC ARENCIBJA REV INT TRUST
<br />N 306 ATLANTIC BLVD 294 AFIANiliC
<br />31VD
<br />441 OP
<br />. r4%� zpszes
<br />• mmmw-- AM-
<br />---- ----- -- -4111rj__ 'mw
<br />--SX-_Ufff 49.8
<br />mu L
<br />low
<br />srA. 111ff�19-4
<br />OFFSET= I I L
<br />' V .J� 0
<br />cow
<br />TOR OR D - 7 & VV LiNDI\ & FiE,C?OR m
<br />& HUMBERTO C CIRTI/7 I
<br />GRAPHIC SCALE
<br />( IN FEET )
<br />SCALE: 1"=20'
<br />DESIGNED RSN
<br />- ---- - -- ------ H ii IIAPPROVED RONNIE S. NAVARRO. P.E.
<br />C". C*rdm S Anocham" Im. 11 SCALE SHEET
<br />DATE 02/2006 CITY OF SUNNY ISLES BEACH, FL
<br />FLORIDA REGISTRATION No. 67642
<br />i 1 0
<br />--------------- -j
<br />%rwms Mims ------
<br />DRAWN RSN
<br />GEOMETRIC CONTROL !PROJECT No
<br />-- ------ ------ ---------- 1800 Eller Drive, Suits 600
<br />DATE 02/2006 ATLANTIC ISLES ROADWAY
<br />------------ - - - -----------
<br />-4893
<br />05
<br />!,� -------- Fort Lauderdale, Florida 33316 C7
<br />I!CHECKED J.m. 1
<br />Phone: 954.921.7781 Fax 9U.921.8807 CAD FILE
<br />REVISION -0 REVISION ErY
<br />NO DATE _____BY___�j DATE DATE 02/2006 AND UTILITY IMPROVEMENTS
<br />Cortifioate of Authorization 514
<br />!b3-4197-C200-C205-STRM-PL
<br />DATE N r
<br />LIMIT OF CONSTRO
<br />SEWER METER CONNECTION
<br />A, a
<br />79 A I L,'�
<br />SEWER METER CONNECTION
<br />SEE MDWASD DEIAIL SS 1,0_--�
<br />SEE MDWVD
<br />k. j%0UO
<br />57;x 1611 EASEMENT-
<br />*i
<br />STA - 41r+CO3
<br />L
<br />OIW;`0z 29.81
<br />4WD
<br />dop
<br />Z,
<br />L STA, = 16+41.1
<br />1
<br />1
<br />Y
<br />1&0 L
<br />S
<br />METER CONNECTION
<br />SEETWASD DETAIL SS 1.0
<br />ca
<br />-
<br />STA = 15+46
<br />-
<br />a- 16+060
<br />OFF = -28.91 OFFSET= ad, R
<br />< ftj
<br />FH'0MAS J O'CONNIELL & 'A' _`Ii`,1S_-11NA soft low
<br />283 AT[_ANFi(,' SL 7S
<br />LIMIT OF CONSTRUCTION -�
<br />STA= 1 518 PROPOSED TYPE 'r C&G SrA= 16+79. itu
<br />10.0 L
<br />OFFSET= 0.
<br />10' TEMPORARY
<br />CONTRUCTION EASEMENT
<br />X
<br />p -a
<br />15*34.1 IV MANO
<br />a awts EuT- I
<br />SEWER METER CONNECMTION , 11 - --------------- -- ----
<br />SEE MDWASD DETAIL SS 10
<br />• \ STA 14+6 4c 0 40
<br />rtrr = -,)a 172
<br />dV AROOAK & W H ANC;N S
<br />do RIE OST -1 NC )N -
<br />I F, � ) V, K 14;'
<br />28117 A'i'L are TIC ;si, z
<br />_E�SEWER METER CONNECTION
<br />SEE MOWASID DETAIL SS M= 14+60.7
<br />STA = 1 1.5
<br />dP OFF = -31.
<br />low
<br />STA.= I.J ♦ #0
<br />/x,
<br />10.0 L
<br />S14+89.7
<br />=0.0L
<br />/I
<br />14+72.6 / i' i�
<br />OFFSET= 10.0 L
<br />STA.= 14+604 0
<br />OFFSET- 9.4 R♦
<br />$rA- 14+29.5
<br />OFFSET= 10.0 L
<br />STA- 132/
<br />10.0 L \tiG
<br />LIMIT OF CONSTRUCTION STA- 13 Z2
<br />ORI HAY()N id L
<br />291 1S L t
<br />SEWER MEW MPdW
<br />SEt~*T#S&
<br />STA ac 13+
<br />OFF 0 STa= 14+
<br />OFFSET 0 R
<br />OFF,
<br />SrA_ 13+45.6
<br />OFFSET- 10.1 L 1 .7
<br />SEWER METER CONNECTION 1010
<br />SIDRO F? !_F,�M4MASD DETAIL SS 1.0
<br />299 ATLANTIC ISLE" STA - 12+:
<br />OFF
<br />JULIANq ACOSTA W VIVENCIA s 12+07
<br />NEICY ACOS-1A 1.7 L"
<br />00 12+51.3
<br />UOIT OF CONSTRUCTION ofw- ta SrA. - 12+ 7#� 1R R
<br />=in ON R O. W.
<br />10' TEMIPORARY STA 1 27 am 40 a.
<br />CONTRUCTIDN EASEMENT SrA- 11+536 iaO L PROPOSED TYPE C&G
<br />STA= 108+64.8
<br />Fmw. 10.0 L
<br />OFFSET- 120 L
<br />rAm 12+05.1
<br />SrA- 1140,9! SrA- 108+00.0
<br />40 STA- 106+518 OFI�ET- 10.0 L. OFFSET= 10.0 L \ _J� W f, d I A ---d i M I 'A ---- 9
<br />goo OFFSET =._ 1w= Aq R. �, �, _ � __
<br />SrA- 105+671 .2 f-OFFSET= 14.0 L' SrAm 1 11 T 1-_-_w_1 p_.- ____w
<br />STA- 105+74.3 STA 1 .0 �t
<br />d Pr.,d )vprr ;?,r- vn
<br />&W- 1410 1 11 T I
<br />_wTR jj
<br />106+J5.4 ---.-w T 109+00
<br />+ WYA CONSTRUCTION BASE LINIE$ 108 00
<br />105+&V.7 18.5 110+00 -CONSTRUCTION BW LINE
<br />14.0 L PROPID VALLEY GUTTEER STA.- 108+76.4 r --------------------
<br />T R jj+00 -,---1'07+00 STA 107+26.19 Xp 107+69.4 SrA= .108+10.8 • 111+00
<br />18_WIR PROF�SED OFFSET= 14. 0 ff
<br />w T't-- OITS IT- I 10 R OFFSET- 14.0 R VAI.LEY GUTTER STA- 109+96.4 SrA= 110+19.2
<br />__y R A TLA)VTIC OFFSET- 14.0 R OFFSET= 14.1 R
<br />OFFSET I" R
<br />S7,4- 105+914 106+00 SrA- 107+04.4
<br />OFM 14.01 acW- - 14. OR
<br />10+w -wA- W+70.4 i I -I -
<br />OFFSIETf 1.1 L N�" 1 J� .21^ 1V.T1rV1c..T
<br />jW 10 STA.- 108+JI.9 OFFSEr- 14.0 R
<br />Ul
<br />(A . . . . Ma ..0....5.... .+.. .. 498 R� OFFSET= 14.0 R
<br />L
<br />MW- 14.0 L
<br />goo S W 'A j6 - +
<br />SWALE
<br />LE
<br />r
<br />m�
<br />Caj I j.
<br />R LIMIT OF CONSTRUCTION
<br />rrr QFw_ Ito a sia
<br />i-4- �1' -
<br />SrA- 105+&X� do 1 14.0
<br />sr - to6+j7o
<br />acW- 21.7 R 10' TEMPORARY
<br />110- 10' TEMPORARY CONTRUCTION EASEMENT
<br />CONTRUCTION EASEMENT_ 10' TEMPORARY J CONTRUCTION
<br />RCLAINDO DA! ['Ck1FR0' VV AUROP TLJOMIAS, A SESSA CONTRUCTION EASEMENT
<br />ViLA��_!C BLVD R,`)RUR�10 VIROE &,, A"INFILIDA SLIAQ�-.Z 282 A!_L;'-N_1_1C BLVD
<br />_R U,' 28y`, A- ILAN -ilf - Rl� V-_) LIMIT OF CONSTRUCTION
<br />TUMIT OF CONSTRUCTION ERNESTO AC(OSTA T ) FEE
<br />100 AFLAkNTI,_ V1_1
<br />20 1 1,
<br />LEMMA ARENCIBIA REV INT TRUST
<br />& ERIC ARENCIBJA REV INT TRUST
<br />N 306 ATLANTIC BLVD 294 AFIANiliC
<br />31VD
<br />441 OP
<br />. r4%� zpszes
<br />• mmmw-- AM-
<br />---- ----- -- -4111rj__ 'mw
<br />--SX-_Ufff 49.8
<br />mu L
<br />low
<br />srA. 111ff�19-4
<br />OFFSET= I I L
<br />' V .J� 0
<br />cow
<br />TOR OR D - 7 & VV LiNDI\ & FiE,C?OR m
<br />& HUMBERTO C CIRTI/7 I
<br />GRAPHIC SCALE
<br />( IN FEET )
<br />SCALE: 1"=20'
<br />DESIGNED RSN
<br />- ---- - -- ------ H ii IIAPPROVED RONNIE S. NAVARRO. P.E.
<br />C". C*rdm S Anocham" Im. 11 SCALE SHEET
<br />DATE 02/2006 CITY OF SUNNY ISLES BEACH, FL
<br />FLORIDA REGISTRATION No. 67642
<br />i 1 0
<br />--------------- -j
<br />%rwms Mims ------
<br />DRAWN RSN
<br />GEOMETRIC CONTROL !PROJECT No
<br />-- ------ ------ ---------- 1800 Eller Drive, Suits 600
<br />DATE 02/2006 ATLANTIC ISLES ROADWAY
<br />------------ - - - -----------
<br />-4893
<br />05
<br />!,� -------- Fort Lauderdale, Florida 33316 C7
<br />I!CHECKED J.m. 1
<br />Phone: 954.921.7781 Fax 9U.921.8807 CAD FILE
<br />REVISION -0 REVISION ErY
<br />NO DATE _____BY___�j DATE DATE 02/2006 AND UTILITY IMPROVEMENTS
<br />Cortifioate of Authorization 514
<br />!b3-4197-C200-C205-STRM-PL
<br />DATE N r
<br />
|