HomeMy WebLinkAbout2004 03 08 Regular 506
CITY COMMISSION
AGENDA
ITEM 506
Consent
Information
Public Hearin~
Re~ular X
March 8. 2004
Regular Meeting
MGR. /~ /Dept. j/f/
REQUEST: Community Development Department presents to the City Commission, the
revised final engineering and site plan for the Highlands Apartments, Phase II.
PURPOSE: The purpose of this agenda item is to present to the Commission the revised final
engineering and site plan for 42 apartments (43 allowed) on 2.069 acres, located
within the Highlands Planned Unit Development (PUD), along the west side of
Sheoah Boulevard and immediately north of the existing Seville on the Green
Apartments.
APPLICABLE LAW:
Sec. 9 - 26. Maps, engineering plans and plats to be submitted in
preliminary and final form.
Sec. 9 - 71. When final development plan is to be filed; extension.
Sec. 9 - 72. Processing of final plans.
Sec. 9 - 73. Form and contents of final development plan.
Sec. 9 - 74. Action on final development plan; expiration of approval.
1
Regular Item 506
March 8, 2004
Page 2
CONSIDERATIONS:
This site was originally approved for blocks 5 and 9 of the Seville on the Green
Apartments, but these units were not constructed and the un-developed site was
eventually obtained by another party.
The applicant's engineer had a pre-application conference with the. City
Development Review Committee (DRC) and was told that as many as 21 dwelling
units per acre are allowed and that 2 parking spaces per unit are required. Staff
required a traffic study (which was submitted during the DRC review - traffic
study reviewed by the City's traffic consultant - no off-site or additional on-site
traffic improvements were deemed necessary) and a site survey.
The project is proposed with 42 units (43 allowed, based on the 2.069 acres
depicted on the signed and sealed site survey) - 29 2-bedroom and 13
3-bedroom. It will be 3 floors high, as allowed. Excess parking is provided (92
proposed; 84 required).
An ecological assessment of the site was conducted on February 11, 2002, by
Lotspeich and Associates, Inc. No wetlands and no state or federally listed plant
or wildlife species were found on the site.
The site plan received City Commission approval on October 14, 2002 and a pre-
construction conference was held on March 27, 2003. The plans had to be revised
to accommodate on-site storm-water management facilities, after a legal dispute
arose over rights to use the existing storm-water facilities at Seville on the Green.
The new design kept the same apartment building "footprint," but eliminated the
maintenance building, relocated the dumpster pad enclosure and mail box,
removed or relocated certain sidewalks, and removes approximately 70 more
trees. A total of 6 specimen trees are proposed for removal.
CHRONOLOGY:
. March 1984 - Seville on the Greens plan received by the City
. March 1990 - City received record (as built) drawing ofproject
. May 1995 - Certificate of Title obtained
. February 2000 - Tax Deed obtained
. June 2001 - Warranty Deed obtained
. February 13, 2002 - Preliminary plan submitted
. April 3, 2002 - P & Z Board recommended approval
. April 12, 2002 - Preliminary plan approved by City Commission.
. May 15, 2002 - Final engineering/site plan submitted
. October 14, 2002 - Final engineering/site plan approved by City Commission
. March 27, 2003 - Pre-construction conference
2
Regular Item 506
March 8, 2004
Page 3
. August 8, 2003 - Revised final engineering/site plan submitted
FINDINGS:
1) The site is zoned Planned Unit Development (PUD) and has an Urban Density Residential
Future Land Use designation allowing as many as 21 .0 dwelling units per acre.
2) On April 12, 2002, the City Commission approved the preliminary engineering/site plan.
3) On October 14, 2002, the City Commission approved the final engineering/site plan.
4) On March 27, 2003, a pre-construction conference was held at City Hall and various fees
were paid.
5) The applicant states that, as the result of litigation, on-site storm-water management was
required. The revised plans depict an underground storm-water management system.
6) The proposed site plan revision is consistent with the approved master plan.
7) The proposed site plan and its number of units (42) are consistent with the City Code and
Comprehensive Plan .
8) The proposed revision is consistent with the October 14, 2002, final engineering/site plan
approval, in terms of the setbacks, number of bedrooms (29 2-BR & 13 3BR), height (3 floor/35
feet), and number of parking spaces (92) - on-site exfiltration (underground storm-water
management) system has been added, the dumpster enclosure and mailbox have been relocated,
the maintenance building removed, sidewalks have been relocated or removed, and the finished
floor elevation of the building has been lowered to the same 46.8 as the nearby Seville on the
Green building No. 13. The apartment building "footprint" remains the same.
9) Traffic volume and movements were analyzed and found acceptable by traffic engineers
employed by both the applicant and the City.
10) The City Arborist states that six (6) specimen trees are proposed for removal. The plans
reflect and mitigate for the tree removals.
RECOMMENDATION:
Staff recommends approval of the revised Highlands Apartment, Phase II, final site/engineering
plans, including the removal of 6 specimen trees.
3
Regular Item 506
March 8, 2004
Page 4
ATTACHMENTS:
A. Minutes of October 14,2002, City Commission meeting
B. Final Engineering/Site Plan
CITY COMMISSION ACTION:
4
ATTACHMENT A CITY OF WINTER SPRINGS
MINUTES
CITY COMMISSION
REGULAR MEETING - OCTOBER 14,2002
PAGE 15 OF 24
Further discussion.
"I MOVE THAT WE REQUEST THE PRELIMINARY FLOOR PLANS AND
BUILDING ELEVATIONS ONLY FOR BUILDING 1." MOTION BY
COMMISSIONER MARTINEZ. SECONDED BY DEPUTY MAYOR GENNELL.
DISCUSSION.
VOTE:
COMMISSIONER MARTINEZ: AYE
DEPUTY MAYOR GENNELL: AYE
COMMISSIONER BLAKE: AYE
COMMISSIONER MILLER: AYE
MOTION CARRIED.
REGULAR
A. Community Development Department
Presents To The City Commission, The Final Engineering And Site Plan For The
Highlands Apartments, Phase II.
This Agenda Item was presented by Mr. Baker.
Discussion ensued on the height of buildings and similar size properties.
"MOVE IT TO APPROVAL." MOTION BY DEPUTY MAYOR GENNELL.
SECONDED BY COMMISSIONER MARTINEZ. DISCUSSION.
VOTE:
DEPUTYMAYORGENNELL: AYE
COMMISSIONER BLAKE: AYE
COMMISSIONER MARTINEZ: AYE
COMMISSIONER MILLER: NAY
MOTION CARIDED.
REGULAR
B. Community Development Department - City Arborist
Recommends The City Commission Consider The Request Of Mr. Uwe Pagenkopf
To Remove 2 Specimen Long-Leaf Pine Trees, One Approximately 21 Inches And
The Other, 23 In(:hes In Diameter, From The West Side Of The Lot, In Order To
Construct And Maintain A Swimming Pool In The North (Rear) Side.
Mr. Michael Mingea, ArboristlEnvironmental Inspector, Community Development
Department addressed the City Commission.
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Troe f;nginewrs ~ A,J,H:ed:s Inc.
Engineering / Architecture / Interiors / Landscape
Creativity A. TrueA.Rea1ity
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CONSTRUCTION DOCUMENTS
FEBRUARY 13,2003
PREPARED FOR:
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COOl EXISTING BOUNDRY ANDTOPOSURVEY
COO2 TREE SURVEY
C003 PROPOSED DEMOLITION AND EROSION PLAN
COO4 PROPOSED SITE PLAN
COOS PROPOSED DRAINAGE PLAN
COO6 PROPOSED WATER AND SEWER PLAN
.
COO? GENERAL CONSTRUCTION & DRAINAGE DETAILS
c008 GENERAL CONSTRUCTION DETAILS
COO9 GENERAL CONSTRUCTION, WATER, AND SEWER DETAILS
COlO WATER AND SEWER DETAILS
COIl EXFILTRATION SYSTEM DETAILS
COl2 GENERAL NOTES
COB METER ACCESS PLAN
LOOt LANDSCAPING PLAN
1.002 LANDSCAPING DETAILS
LOU3 IRRIGATION PLAN
LOO4 IRRIGATION DETAILS
LTOI LIGHTING PLAN
NH Enterprises, Inc.
1101 N. Maitland Avenue
Mait1and~L- 32751
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MNH ENTERPRISES, INC.
1101 N, MAITLAND AVENUE
MAITLAND, FL- 32751
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TRUE ENGINEERS & ARCHITECTS, INC.
3061 SEIGNBURY DR.
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400
ADVANCED LAND
SURVEYING & MAPPING
P.O. BOX 560698
ORLANDO, FL-32856
(407) 509-2305
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SECTION 33, TOWNSHIP 20 SOUTH, RANGE 30 EAST CITY
OF WINTER SPRINGS, FLORIDA
MEADOWBROOK WINTRR SPRINGS, LLC
PARCEL 33-20-30-5115-0I04-000
ZONEDPUJD
LEGAL DESCRIPTION:
(AS PROVIDED BY CLIENT)
PARENT TRACT
A PORTION OF TRACTS D, E, AND I, THE HIGHLANDS SECTION 11IREE, CITY OF WINTER SPRINGS, AS RECORDED IN PLAT
BOOK 17, PAGES 48 AND 49, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
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COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT D, IRUN SOUTH 85^ 11'58" WEST, ALONG THE SOUTH LINE
THEREOF, 70,00 FEET THENCE NORTH 36^50'38" WEST, 217,13 FEET; THENCE NORTH 44^47'02" WEST, 177.77 FEET; THENCE
NORTH 83^36'38" WEST, 315.32 FEET; THENCE NORTH 10^21'05" WEST, 310,54 FEET; THENCE NORTH 57A33'OO" EAST, 150,51
FEET; THENCE NORTH 66^29'30" EAST, 340.92 FEET; THENCE
NORTH 27^13'43" EAST, 153,87 FEET; THENCE NORTH 06^52'27" EAST',72,74 FEET TO THE POINT OF BEGINNING; THENCE
CONTINUE NORTH 06^52'27" EAST, 71.40 FEET; THENCE NORTH 21^24';40" EAST, 153,06 FEET; THENCE NORTH 08^48'25" EAST,
141.52 FEET; THENCE NORTH 23^O1 '18" EAST, 55,72 FEET TO A POINT O)N THE WESTERLY RIGHT OF WAY LINE OF SHEOAH
BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE
SOUTHWESTERLY, HAVING AS ITS ELEMENTS A RADIUS OF 354.78FE:ET, A CENTRAL ANGLE OF 25^16'25", A TANGENT OF 79.54
FEET, AND A TANGENT BEARING OF SOUTH 63^53'39" EAST, THENCE ALONG THE ARC OF SAID CURVE AND SAID WESTERLY
RIGHT OF WAY LINE 156,50 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCA VE SOUTHWESTERLY
HAVING AS ITS ELEMENTS A RADIUS OF 726,13 FEET, A CENTRALANrGLE OF 34^Ol'16", AND A TANGENT OF 222,15 FEET;
THENCE ALONG THE ARC OF SAID CURVE 431.16 FEET; THENCE DEPARTING SAID RIGHT OF WAY LINE SOUTH 87^24'02"
WEST 18.14 FEET; THENCE NORTH 28^13'03" WEST, 154.38 FEET TO .A POINT ON A CURVE CONCA VE NORTHERLY AND
HAVING AS ITS ELEMENTS A RADIUS OF 36,00 FEET, A CENTRAL ANGJLE OF 75^40'05", A TANGENT OF 27.96 FEET, AND A
TANGENT BEARING OF SOUTH 42^18'41" WEST; THENCE ALONG THE ARC OF SAID CURVE 47.54 FEET; THENCE SOUTH
27^58'46" WEST, 42.00 FEET; THENCE NORTH 62^0I'14" WEST, 44,()() FEET TO THE P.C. OF A CURVE CONCAVE
NORTHEASTERLY HAVING AS ITS ELEMENTS A RADIUS OF 78.00 FEET, A CENTRAL ANGLE OF 19^25'58", AND A TANGENT OF
13.36 FEET; THENCE ALONG THE ARC OF SAID CURVE 26.46 FEET; THENCE NORTH 68^35'20" WEST, 45,29 FEET; THENCE SOUTH
21 ^24'40" WEST, 84,44 FEET; THENCE NORTH 68^35'20" WEST, 87,08 FEET TO THE POINT OF BEGINNING,
3061 SEIGNEURY DR., WINDERMERE, FLORIDA 34786, PHONE: (407) 909-3066, FAX: (407) 909-3067, WEB SITE: www.astrue.net E-MAIL: astrue@cfl.rr.com
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Engineering I Archil"';lure I InteriOl1l I Land..cape
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CONCRETE SIDEW'ALK
STATE ROAD 43
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SCALE. l' = 30'
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VICINITY MAP
<NOT TO SCALD
MEADo'WBROOK W'INTER SPRINGS, LLC ll'
PARCEL 33-20-30-:515-0104-000 t>'
ZONED PUD
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LEGAL DESCRIPTION
(AS PROVIDED BY CLIENT)
SANITARY MANHOLE RIM ELEVATION=43,33'
INVERT ELEVATIoN=38.83'
LEGAL DESCRIPTION
PARENT TRACT
A PORTION OF TRACTS D, E, AND I, THE HIGHLANDS SECTION THREE, CITY OF 'WINTER
SPRINGS, AS RECORDED IN PLAT BOOK 17, PAGES 48 AND 49, PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOW'S'
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COMMENCING AT THE SOUTHEAST CORNER OF SAID TRACT D, RUN SOUTH 85^11'58'
'WEST, ALONG THE SOUTH LINE THEREOF, 70,00 FEET THENCE NORTH 36....SO'38" W'EST,
217.13 FEET) THENCE NORTH 44....47'02. 'WEST, 177.77 FEET) THENCE NORTH 83^36'38'
'WEST, 31:5.32 FEET) THENCE NORTH 10^21'0:5' 'WEST, 310,:54 FEET) THENCE NORTH
57^33'00' EAST, 150.51 FEET) THENCE NORTH 66^29'30' EAST, 340.92 FEET) THENCE
NORTH 27"13'43' EAST, 153,87 FEET) THENCE NORTH o6^52'27' EAST, 72.74 FEET
TO THE POINT [Jf' BEGI~INGJ THENCE CONTINUE NORTH o6^52'27' EAST, 71,40 FEET)
THENCE NORTH 21"24'40' EAST, 153.06 FEET) TI€NCE NORTH 08"48'25' EAST, 141.52
FEET) TI€NCE NORTH 23....01'18. EAST, 55.72 FEET TO A POINT ON THE W'ESTERL Y RIGHT
OF 'WAY LINE OF SHEOAH BOULEVARD, SAID POINT BEING ON A CURVE CONCAVE
SOUTHW'ESTERL Y, HAVING AS ITS ELEMENTS A RADIUS OF 354.78 FEET, A CENTRAL ANGLE
OF 25^16'25', A TANGENT OF 79S4 FEET, AND A TANGENT BEARING OF SOOTH 63"'53'39'
EAST, TI€NCE ALONG THE ARC OF SAID CURVE AND SAID 'WESTERLY RIGHT OF 'WAY LINE
156.S0 FEET TO A POINT OF COMPOUND CURVATURE OF A CURVE CONCAVE SoUTH'WESTERL Y
HAVING AS ITS ELEMENTS A RADIUS OF 726.13 FEET, A CENTRAL ANGLE OF 34"'01'16',
AND A TANGENT OF 222,15 FEET) THENCE ALONG THE ARC OF SAID CURVE 431.16 FEET)
THENCE DEPARTING SAID RIGHT OF 'WAY LINE SOUTH 87"24'02' 'WEST 18.14 FEETJ
THENCE NORTH 28^13'03' 'WEST, 154.38 FEET TO A POINT ON A CURVE CONCAVE
NORTHERLY AND HAVING AS ITS ELEMENTS A RADIUS OF 36,00 FEET, A CENTRAL ANGLE OF
75"40'OS', A TANGENT OF 27.96 FEET, AND A TANGENT BEARING OF SOUTH 42"18'41'
'WEST) THENCE ALONG THE ARC OF SAID CURVE 47,S4 FEET) THENCE SOUTH 27"S8'46'
'WEST, 42.00 FEETJ THE/lCE NORTH 62^01'14' 'WEST, 44.00 FEET TO THE P.C. OF A
CURVE CONCAVE NORTHEASTERLY HAVING AS ITS ELEMENTS A RADIUS OF 78,00 FEET, A
CENTRAL ANGLE OF 19^2S'S8', AND A TANGENT OF 13.36 FEET) THENCE ALONG THE ARC
OF SAID CURVE 26.46 FEET) THENCE NORTH 68^35'20' 'WEST, 45.29 FEET) THENCE SOUTH
21^24'40' W'EST, 84.44 FEET) THENCE NORTH 68....35'20. 'WEST, 87.08 FEET TO THE
POINT OF BEGINNING,
I.S' CONCRETE CURB AND GUTTER (TYPICAL>
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STORM MANHOLE RIM ELEVATION=44.72'
INVERT ELEVATIlJII=37,72'
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.1. ~. ~" ~ INVERT ELEVATIoN=44.47'
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(l.B\NO. 688S)
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SURVEYOR'S NOTES
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1. THIS IS A BOUNDARY SURVEY.
2, THIS SURVEY 'WAS PREPARED 'WITHOUT THE BENEFIT OF A TITLE SEARCH,
3. BEARINGS SHo'WN HEREON ARE ASSUMED AND BASED ON THE NORTH RIGHT OF 'WAY LINE
OF STATE ROAD 434 BEING NORTH 88"23'40' W'EST PER PLAT OF THE HIGHLANDS
SECTION THREE, AS RECORDED IN PLAT BOOK 17, PAGE 48, THE PUBLIC RECORDS OF
SEMINOLE COUNTY, FLORIDA.
4, UNDERGROUND UTILITIES AND IMPROVEMENTS HAVE NIlT BEEN LOCATED, POINT OF BEGINNI
5. INTERIOR IMPROVEMENTS HAVE NOT BEEN LOCATED.
6. AFTER REVIE'W OF FLOOD INSURANCE RATE MAP, COMMUNITY PANEL No.12117C 0130
E, EFFECTIVE DATE APRIL 17, 1995, THE PARCEL DEPICTED HEREON LIES IN ZONE
'X' (AREAS DETERMINED TO BE OUTSIDE THE 500 YEAR FLOOD PLAIN).
7. (0) DENOTES DESCRIPTIoNJ eF) DENOTES FIELD MEASUREDJ (P) DENOTES PLAT) (C)
DENOTES CALCULATED.
8. VERTICAL INFl:RMATIoN SHo'WN HEREON IS BASED ON SEMINOLE COUNTY
BENCHMARK DESIGNATION No, 4644101, ELEVATIoN=41.S38, AND SEMINOLE COUNTY
BENCHMARK DESIGNATION No. 4644201, ELEVATIlJII=45.094. SITE BENCHMARK IS A
TOP OF MANHOLE COVER, ELEVATION-46.11 FEET, AS SHO'WN HEREON.
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TOP ELEVATION=44.64'
INVERT ELEVATIoN=39,64'
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UNITED DOMINIUM REALTY TRUST
PARCEL 33-2o-3o-515-oDOo-0000
ZONED PUD
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LEGEND
RETENTION POND
'WATER ELEVATION=4o,98'
FEBRUARY 12, 2002
24' RCP
INVERT ELEVATION"39,67'
WATER METER
,;;9.~ TOP ELEV A TION=39,88'
\ \ INVERT ELEVATIoN=38.18'
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PROJECT NAME:
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./"" BUILDING
FINISHED FLOOR ELEV'ATION=46.80'
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HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
o RECOVERED NAIL AND DISK
(L.B. 3615XTYPICAL>
TOP OF BAN<
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POINT OF COMMENCEMEN
SOUTHEAST CORNER TRACT D
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LINE TABLE
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CDJRSE
BEARING
DISTANCE
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LI
L2
L3
L4
L5
L6
L7
L8
L9
LID
S 8S^11'S8''W
N 36....5o'38.'W
N 44....47'02.'W
N 57....33'00.E
N 27^13' 43'E
N 06"'52'27'E
'W 87....24'02.'W
S 27""58'46''W
N 62....01'14"w'
N 68^35'2o'W'
70,00'
217,13'
177.77'
150.51 '
153.87'
72.24'
18.14'
42.00'
44,00'
45.29'
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CURVE TABLE
COURSE RADIUS ARC LENGTH DELTA CHORD CHORD lIEARING
Cl 36.00' 47.S4' 75....40'05. 44.16' S 8o....08'43''W
C2 78,00' 26.46' 19....25'58. 26.33' N 32....52'17.W
C3 354,78' 156.S0' 25....16'25. ISS.23' N 49"15'25''''
C4 726,13' 431.16' 34^01'16' 424.86' S 19....36'36.E
PARENT TRACT DETAIL
(NOT TO SCALD
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SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS BOUNDARY AND TOPOGRAPHIC SURVEY
PERFORMED ON FEBRUARY 12, 2002, IS IN ACCORDANCE 'WITH THE TECHNICAL
STANDARDS AS REQUIRED BY CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE.
DATE
BY
DESCRIPTION
DATE
REvrSIONS
BY
DATE
DESCRIPTION
AD
LAND
G.P.S, and
Convent/ana
Survey Sel"
CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OFI
MNH ENTERPRISES, INC"
ITS AFFILIATES, SUBSIDIARIES AND LENDERS.
KIRK B, MITCHELL P ,S,M, loS, No, 5682
CERTIFICATE OF AUTHORIZATION No, LB. 6885
NOT VALID 'WITHOUT THE SIGNATURE AND THE ORIGINAL
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
10122103
B No, DATE.-
SHEET NAME:
ALTERNATIVE DRAINAGE PLAN
REVISION I SUBMISSIONS
..-'
.
JUNE 04, 2002
FEBRUARY 26. 2001
J, DAVIS
ADJUST TOPOGRAPHIC ELEVATIONS
ADD SEWER AND WATER DATA
AN C' ED
SURV EYING
& MAP>PING
P. 0, BOX 560698
ORLANDO, FL 32856-06 8
PHONE (407) 509-230
FAX (407) 540-049
BOUNDARY AND TOPOGRAPHIC SURVEY
PREPARED FOR
MNH ENTERPRISES; INC,
A PORTION OF TRACTS E, AND L THE HIGHLANDS SECTION
SECTION 33, TO\olNSHIP 20 SOUTH, RANGE 30 EAST
SEMINOLE COUNTY, FLORIDA
DRAVN
fIELD DATE
fIELD BOOK
SCALE
I' = 30'
EXISTING
SITE SURVEY
IC. MITCHELL
0.
FlLE NAME:
SHEET
108-0069
IDlHIlI69.DGN
1 OF' I
A
uCOPYRIG.'H 2001, TRUE ENGINEERS & ARCHITECTS, INC. DESIGNER HEREBYDPRES8LYR~tlSlX.lP'rAGHTANDOlHER
RIGHTS IN THE IDEAS, DESIGNS, ARRANGEMENTS, PlANS ~D DRAWINGS StO.NN I'EREIN. SUCH IJeAS, DESIGNs, ~
PlANS AND DRAWINGS WERE CREATEO. EVOl\lH) ANODEVELOPED FOR USE ON. #lHJINOCJt.IoIECT1ONWTHlt!EHClAEDPROJECT.
THESE PlANS ~D DRAWINGS ARE NOT "TO BE REPRODUCED, ~AHGED ~ CCF'B> IN ANYFORM OR...ANtER WHA'TBC:E'IoER
A ::~T.:r:rS::~N~~G":Ep=~:6'~~:.~:rE~~:'ri-=~~~::==rtEClS.cNOR~
12
ARClllTEClURAL
CIVlL
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY
ATG
SMY
SMY
CSM
SMY
SMY
DATE.- DECEMBER I. 2003 SCALE:
PROJECTNn: 01,043.00 1" = 40'
SHEEr No:
1
2
3
4
5
6
7
8
9
10
11
COOl
13
14
15
1
2
K
J
I
-H
G
F
E
D
C
B
DATE
A
1
2
TREE DATA
QUANTITY
17
26
16
19
29
e7
31
26
6
9
9
13
12
B
7
2
3
4
e
3
e
1
1
1
1
1
TREE SIZE
4' TREES
5' TREES
6' TREES
7' TREES
S' TREES
9' TREES
10' TREES
11' TREES
12' TREES
13' TREES
14' TREES
15' TREES
16" TREES
17' TREES
lS' TREES
19" TREES
eo' TREES
21' TREES
22' TREES
24' TREES
25' TREES
26' TREES
29' TREES
3D' TREES
34' TREES
4lJ" TREES
BY
3
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DATE
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SEMINOLE COUNTY, FLORIDA
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WINDERMERE, FLORIDA 34786
(9 PHO~: (407! 895-5400 FAX (~7)909-3067
WEB SITE, www.astrue,net E,MAll., astrue@cllrr,oom
Creativity As True As Reality
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
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B No. DATE:
SHEET NAME:
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RIGHTS IN TME IDeAS, DE&lGNS, ARRANGEMENTS, Pl.ANS AND DRAWINGS StONN IEREJN. SlJCIo1lOEAS., 1JESIGtls, ARRANOEkENlS,
PL.ANS ~D DRAWINGS WERE CREATED. EVOLVED ANDOEVELOPED FOR use ON,/1K}INCCHEClION\U'1'HltIESPEOABJPROJECT.
THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED M CCFlEDIN NfYFORM ORt.lN>lNfR 'IJHA~
A WITHOUT FIRST OBTAINING THE EXPRESS WRITIE:N PEIWISSION AND CONSEtlTOFTRUE ~ & ~ 1He. NOR ME
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ATTACHED TO 1 1 EXISTING TREES TO BE
POSTS (TYP.)~ 1'--.. R I SAVED
G~
TREE PROTECTION
BARRICADES SHALL BE
LOCATED TO PROTECT A
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CRITICAL PROTECTION
ZONE.
TREE PROTECTION DETAIL
SCALE: N.T.S,
~-"r'''''''''''~''''
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20 0
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I
20
I
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II
1 inch = 20 feet
13
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I1J T?U8 t;ngineel'S &.. A,.J.~ Inc.
K~.
....n....
Engineering / Architecture / Interi"", / Landscape
,.
~ 3061 SElGNEURY DR,
WINDERMERE. FLORIDA 34786
PHONE: (407) 895.5400 FAX, (407) 909,3067
fii;;;J WEB SITE: www....true.net E.MAIL: astrue@cftrr.com
~ Creativity As True As Reality
LEGEND
SYMBOL
COMtAON NAME
J
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lWlW8lill
lt12illJ
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'TREE BARRICADES
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GRASS
CONCRETE
EXISTING CONDITIONS NOT
INCLUDED IN PROPOSED CONS'TRUCTION
EXISITING CONCRETE TO BE REMOVED
EXISTING TREE TO REMAIN
'TREE TO BE REtAOVED
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EN 'ER OF RECORD:
AMR T.GAWAD,P.E.
~ REGISTRAl'lON#49416
v~
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
PROJECT NAME:
C
2 2/13/04
1 10122.00
B No, DATE:
SHEET NAME:
REVlSIONPERCOMMENTS 12/21103
ALTERNATIVE DRAINAGE PLAN
REVlSION / SUBMISSIONS
PROPOSED
DEMOLITION
AND EROSION
PLAN
uCOPYRIGHT 2001, TRUE ENGINEERS I ARCHITECTs., lNC DESIGNER HERESYEJlPREB8lYREIIER\BIHlS~ N-lOanER
RIGKTS IN THE IDEA&.. oe:StGNS. NtRANG8IIENTB. PLANS,t,ND DRAWINGS SHOwN HEREIN 8tJCtoI1JEAS, DESlGt4S"IiRRN'lGEMENT8.
p~s AND DRAWINGS WERE CREATED, EVOL\IED NiD DEVElOPED FOR USE ON. N<OINCCJ-INECl1ON'MTlilHE SflEOAEDPROJB:;T.
THESE PlANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CH~GB> 00 ca'ED IN N<<FORt.II OR ~ \'\IHA~
A :~~:g.:R:s?~:DN~~G,:,Ep=~~~~~~~::i:~=~==~~~na:TSmNORME
ARCHITECTURAL
CIVIL
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY
ATG
SMY
SMY
CSM
SMY
SMY
DATE: FEBRUARY 13. 2l104 I SCALE:
PROJECfNo: 01-043.00 I 1" = 20'
SHEET No:
C003
2
3
4
5
6
7
8
9
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11
12
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EXISTING LOCATION OF
POWER TRANSFORMER
TO BE RELOCATED BY
POWER COMPANY
H,C, RAMPS(12: 1 MAX)(TYP.)
FOOT INDEX NO, 304-CR22
es>)-v-
GRAPHIC SCALE
-
20 0
~
10 20
I I
A
BEGINING OF RETAINING WALL
(SEE SHEETS C007 & 5701 FOR
WALL DESIGN AND SPECIFICATIONS
1 inch = 20 feet
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
40
I
15
ElJ T'I'Ue {;ngir.-s ~ A,.d,itecU Inc.
K
Engineering I Architecture I Inter;"", I Lond..c:ape
~ 3061 SEIGNEURY DR.
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) 909,3067
;;;;;;J WEB SITE: www,astrue.nel E-MAIL: aslrue@c11rr,oom
~ Creativity As True As Reality
LEGEND
SYMBOl
COMMON NAME
J
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CONCRETE
ASPHALT
GRASS
EXISTING CONDITIONS NOT
INCLUDED IN PROPOSED CONSTRUCllON
lONING:
SUBDIVISION NAME: HIGHLANDS SECTION 3
PARCEL 1.0, NO,: 332030515
I
SET BACKS:
FRONT
REAR
SIDE
CORNER
HEIGHT RESTRICllONS:
MAX, HEIGHT
MAX. NUMBER OF FLIGHTS
ffiQEQSEll
25 It
25 It
10 It
15 It
PROPOSED
~
3
!llil!J!REQ
25 It
25 It
7,5 It
15 ft
REQUIRED
35ft
3
ENTRANCE: DIVIDED ENTRANCE AND EXIT THAT
MATCH EXISllNG MEDIAN OPENING,
PO REQUIREMENTS:
LAND USE
MAX UNITS PER ACRE
TOTAL AREA (ACRES)
MAX NUMBER OF UNITS
PARKING FOR 2 '" 3
BEDROOM APARTMENTS
TOTAL NUMBER
OF PARKING SPACES
PROPOSED
GARDEN APARTNENTS
19
2,069
42
REQUIRED
GARDEN APARTMENTS
21
43
2 per unit
Qunit
92
2
64
UTILITIES:
WA TER: AVAILABLE - CITY Of WINTER SPRINGS
SEWER: AVAILABLE - CITY OF WINTER SPRINGS
STORM SEWER: AVAILABLE - CONNECT TO EXISllNG CITY STORMWATER SYSTEM
FIRE LOSS MANAGEMENT: EXISllNG FIRE HYDRANT WITHIN 300 It, OF PROPOSED BUILDING
R PROPOSED APARTMENT
DISTRIBUTION:
2 BR. APT.
3 BR. APT.
TOTAL
29
13
42
G
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PROJECT NAME:
C
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
2 2/13/04
1 wnw
B No, DATE:
SHEET NAME:
REVlSION PER COMMENTS 12!21103
ALTERNATIVE DRAINAGE PLAN
REVlSION I SUBMISSIONS
PROPOSED
SITE PLAN
uCOPYRIGi'!l 2001, lRlJE ENGltlEERS I ARCHITECT&, ItlC_ oeStONER HEREBYDPRESSlYRESER\ESHIS lXlI='mlGHT .tND 01l-ER
RIGHTS IN THE IDEAS. DESIGNS, ARRANGEMENTS, PlANS AND DRAWINGS StlOWN tERElN_ 8t.JCM IJEAS, 1ESIGtls, ~G8.ENT&.
PlNlS AND DRAWINGS WERE CREA.TED. EVOl\IED AIIID DEVELOPED FOR USE ON.N<<)INCClNECl1ON\\m1~ESPEaFEDPROJECT.
TI-lESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED. CI-lNlOED OR COPIED IN NWFORM OR ~~A~
A ~~~Oig':R.:s~:DN~~G~Ep=e:~~~~~~~~~:~~D~:...~~~~rJECt8I'C.NORME
ARCHITECTURAL
CIVIL
INfBRIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
DATE: FEBRUARY 13,2004 SCALE:
PROJECT No: 0],043.00
SHEET No:
1" =20'
SMY
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2-1/2"
1.33 Lbs/Ft. Min,)
Post (Options: 2' x 4" Or
Min, Dla. Wood; Steel
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-=! Y (Canted 20' Toward Flow)
81 I
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2 OF 3,
~r') ~-..;::
G
TYPE NNN SILT FENCE PROTECTION AROUND
DITCH BOTTOM INLETS,
TYPE rvrvrv SILT FENCE
DO NOT DEPLOY IN A MANNER THA T SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES, SILT FENCES ARE TO
BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER.
CD ~~I.~NCE APPLICATIONS
F
Woven Filter Fabric In Absence Of
Estoblished Gross (Approx. 12' x 12'), r- I
Secure Edges By Entrenching And
Extend Under Bags and Boles. Fabric
Shall Meet The Requirements Of ~
Section 985 Of The Standard
Specifications.
Sand Bags
5' Min.
Loose Soil Placed By
Shovel And Lightly Compacted
Along The Upstream Edge Of
Boles,
E
Loose Soil Placed By Shovel And Lightly
Compacted Along The Upstream Edge
Of Bales.
TYPE II PLAN
Rail
TYPE \ PLAN
l' Min. Recommended ~
5'
Typ.
Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale.
Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bole, Anchor Boles With 2 - 2" x 2" x 4' Stakes Per Bole
D
TYPE I ELEVATION
TYPE II ELEVATION
Application and Spacing: The use of Types I & II bole barriers should be limited to the
conditions outlined in Chart I, Sheet 1 of 3, Index No. 102
G)~~~~~R FOR UNPAVED DITCHES
(44,40)
. C
3000 PSI. CONCRETE.
W/FI8ER MESH
B
( 40.40)
12" COMPACTED SUB-GRADE
COMPACTED TO 98% MAXIMUM
OBTAINABLE DRY DENSITY PER
AASHTO T -180, (MINIMUM LBR-35).
A
+
@ s~~~;.?SED DRIVEWAY CROSS SECTION
1
2
3
4
5
6
7
WALK WIDTH VARIES (SEE PLAN)
4" CONCRETE
SLOPE PER PLAN -----.-
NOTE: 4" THICK SIDEWALK W/L1GHT
BROOM FINISH & TROWELED
EDGE,
d"L' ': ",' ': .'
. ~ ~ 0 ~ . <10
,. .. ".6
CONTRACTION JOINT
1" WATERPROOF
ELASTIC CAULK
1/2" ELASTlMETRIC
EXPANSION JT.
MA TERIAL
EXPANSION JOINT
NOTE:
ALL CONCRETE SIDEWALKS SHALL HAVE
A FULL 1/2" EXPANSION JOINT AT A
MAXIMUM DISTANCE OF 40 LINEAR FEET
AND A SAW CUT OR FORMED DUMMY
CONTRACTION JOINT AT E'vENL Y SPACED
INTERVALS NOT TO EXCEED 8 LINEAR FEET,
8
9
10
WALK WIDTH VARIES (SEE PLAN)
#4 REBAR(CONTINUOUS)
THICKENED EDGE RAISED CONCRETE WALK
WALK WIDTH VARIES (SEE PLAN)
*4" CONCRET
SLOPE PER PLAN -
#4 REBAR(CONTINUOUS)
ASPH, PYM'l
*CONCRETE TO BE 6" THICK
IN FRONT OF DUMPSTER
THICKENED EDGE FLUSH CONCRETE WALK
EXPANSION JOINT
CONTRACTION JT.
CONTRACTION JT.
CONTRACTION Jl
CONTRACTION JT,
EXPANSION JOINT
@ ~~~~ ALK D~~~~2A)OTINDEX232)
BLDG. 5'
BREEZWA
4" CORRIDOR WALL
4' SOD /LANDSCAPI N G
6' 18'
SIDEWALK PARKING
12'
DRIVE
12'
DRIVE
18'
PARKING
VARIES
DRIVE
TYPICAL P ARKING/ROADW A Y
@ ~~.?UILDING CROSS SECTION
24'
1.83%
( 40.40)
~
40'
8'
9'
5'
I
I
i
( 44i,40)
(/44,;35)
(44,35) (44l40)
\0.0% -
-
PROPOSED
DIVERSION
STRUCTURE
CONTRACTOR SHALL PROVIDE SMOOTH
TRANSITION VERTICAL CURVES FROM
SHEOAH BLVD. TO PROPOSED PARKING LOT
&
@ S~~~~~SED DRIVEWAY PROFILE
6
7
10
9
8
11
12
13
14
15
3'-4"
8"
3'-4"
0.8"
5.75"
5,75"
([)
@
r- GRATE 1 2"
i 2"2:I.C ,1
2" TYPE S-I ASPHALTIC CONC, COMPACTED
TO 95% OF MARSHALL DESIGN DENSITY,
I
-n
Ul
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>
in
I
;;.
8" L1MEROCK BASE (LBR 100)
COMPACTED TO 98% MAXIMUM
OBTAINABLE DRY DENSITY PER
AASHTO T -180,
12" COMPACTED SUB-GRADE
COMPACTED TO 98% MAXIMUM
OBTAINABLE DRY DENSITY PER
AASHTO T -180, (MINIMUM LBR-35),
2.25"
2' -0"
2,25"
r
+
8"
8"
Co
@
8"
SECTION
PLAN
NOTE:
1. STABILIZATION UNDER PROPOSED CURBING SHALL
BE TO A MINIMUM OF LBR OF 40.
ON-SITE
G) ~~~~NT SECTION
TYPE "D" INLET
(1) SCALE: N.T.S. (AS PER 1992 FDOT INDEX 232)
ANCHOR BALES WITH 2 - 2" x 2" x 4'
STAKES PER BALE.
JOINT SEALER
DITCH
1/8" R
DITCH
~
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. . .
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LONGITUDAL CONST,
JOINT-SMOOTH DOWEL
BAR 1/2"@ 24"
LONG @12" CTR.
TRANSVERSE CONST.
JOINT-SMOOTH DOWEL
BAR 3/4"@ 14"
LONG @12" CTR.
.Ii "',
PARTIAL INLET
COMPLETED INLET
TYPICAL CONCRETE
G) ~2~~:f.RUCTION JOINT
PROTECTION
@ ~~V~D (~:l~TRUCfURES)
PROPERTY LINE
I
EXISTING SEVILLE DRIVE SOD
1B'
PARKING
12'
DRIVE
12'
DRIVE
18'
PARKING
SOD
PARKING
@ ~~!?fL P ARKlNG/ROADW A Y CROSS SECTION
~ -"y.._> 8": 3,00' MIN, (yp.)
0:: ALUMINUM .
RAIL! .
47.0
~
6" WHEEL STOP
(WHERE ADJACENT TO PARKING)
NOTE:
1. STABILIZATION UNDER PROPOSED CURBING SHALL
BE TO A MINIMUM OF LBR OF 40,
" .
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(f)
o
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2" TYPE S-I ASPHALTIC
CONC, COMPACTED TO
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8" LIME ROCK BASE (LBR 100)
COMPACTED TO 98% MAXIMUM
OBTAINABLE DRY DENSITY
PER AASHTO T-180,
MODIFIED SWALE
EXISTING
SIDEWALK
< "
39.68
4 .4 -=~~
~ >6'~ <) ~ ; :
~ '"':"~
. ~
.
EXiSTING SHEOl\H BLVD,
~
3'-8"
40.64
12" COMPACTED SUB-GRADE
COMPACTED TO 98% MAXIMUM
OBTAINABLE DRY DENSITY
PER AASHTO T-180,(MINIMUM LBR-35),
@ ~~!?S~ RET AINING WALL CROSS SECTION
11
12
13
14
15
EEl
T'PUe -l;neinMft &-. A~ibn Inc.
Engineering I Architecture I InteriOOl I Lands""!,,,
K
~ 3061 SEIGNEURY DR,
WINDERMERE. FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) 909-3067
f/ii;;J WEB SITE: www.astrue.net E-MAIL: asII\Ie@cflrr,oom
~ Creativity As True As Reality
J
I
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G
F
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PROJECT NAME:
HI HLANDS
APARTMENTS
C WINTER SPRINGS, FLORIDA
2 2/13/0'1
1 tOl22.Kl3
B No. DATE:
SHEBTNAME:
REVISION PER COMMENTS 12/21,03
ALTERNATIVE DRAJNAGE PLAN
REVISION I SUBMISSIONS
GENERAL
CONSTRUCTION AND
DRAINAGE
DETAILS
gCOPYRIGt-lT 2001, TRUE ENGINEERS & ARCHITECTS, INC. DESIGNER HEREBYEXPRE9SlYRESER\UHSCClP'rMIGHT NlDOTHER
RIGHTS IN THE ICEAS, oeSIGNS, ARRANGEUENTS, Pl.ANS AND DR"WlNGS~ HBU3N_ Sl.JC:H Ioa8, DESIGNS, ~
PlANS AND DRAWINGS WERE CREATED, EVOl'IED AND DEVELOPED FOR USE ~ N<lD IN CXJINtEC11ONW"It1l1-ESPEORED PROJECT.
TtIESE PlANS AND DRAWINGS ARE NOT TO BE REPRODUCE:D, CtIAHGED OR COPIED IN Nf'r'FORM OR UAAlNER 'MiATSOE\'ER
A =~~~~?:~~N~~G~Ep~~:r~~~~~~':~C;G-:~==~~INCOORME
ARCIDTECTURAL
CNll..
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY
ATG
SMY
SMY
CSM
SMY
SMY
DATE: FEBRUARY ]3,2004 SCALE:
PROffiCTNo: 01-043.00 N.T.S.
SHEEr No:
C007
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
HANDICA PARKING
SIGN SPACE (FTP-25)
I1J T'IW ~i~ &.. A..dtibcU Inc.
1ttR
:: .:; ~. -::~..( ).~::: :~-~; . -:~..-~ ~~.~: - ~:7:-~:~ :.:~~-r-- ~~~ ;'~ -~_ ~;~.' ~~I ~~; :-; _: ~.: - ;.~~ ~~.:> ~ ~. -:-:~~~_:: :-'
_ '_ - : ...: - < :-....-CONCR-ETE SIDEWALK. :- :'--.0:: .. .- -.: .: - :-~_ - - ._'" - ~ - _'.4__- ::.: :_0'
.~ ~: :,-:;. ;: -~t :~:::: .:;; ~ : {~ ~ .~, .:: .:::~ ~:i. ~: '~.:;F.:. ~.:: <. :./;:: ,;:: } : .:~:.';: :; (
K
Engineering I Architecture I InteriOOi I Landscape
~ 3061 SEIGNEURY DR.
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) 909-3067
;:;;;;;;} WEB SITE: www.lL.troe.netE.MAll..:astrue@cfl.rr.com
~ Creativity As True As Reality
I~
12"
FTP- 25
-I
"'0
.
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-..q-
~--t
EOP
18" 4" BLUE STRIPE
PARKING BY
"'1." DISABLED ...--..... 4" WHITE STRIPE
0:::
0
PERMIT 0:::
w J
f-
ONLY z:
--------
...--..... 0
..... D- LO
>-
f- 4"
$250 FINE --------
0
N
F.S. 318.14
50: 1
K
12" 12"
1/ /' 1/
/; /;
I !
to to PAINT: CHLORINATED RUBBER ALKYD
I PAIICING IlY I PNlICINO BY FS TT-P-115,
- - TYPE III, FACTORY MIXED, QUICK
..- DI!IAIlIBl ..- llISA1ll.E1l
PEIIIIIT PERMIT DRYING, NONBLEEDING,
CN.Y ONLY COLOR PER LOCAL CODE
J I25CI FINE 1250 FINE
F.S. 311. 14 F.S. 311.14
N
l'
-
..-
u
..:
~
NOTE:
1. ALL SIGNS SHOWN SHALL CONFORM TO U,S. MANUAL
SPECIFICA TIONS,
2. ALL SIGNS SHOWN SHALL BE REFLECTORIZED TO SHOW THE
SAME COLOR BY NIGHT AS BY DAY,
3. ALL SIGNS SHALL BE SECURELY MOUNTED ON GALVANIZED
STEEL CHANNEL POSTS.
4. INSTALL QUANTITY AND A T LOCATIONS REQUIRED BY CODE
AND/OR AS INDICATED ON DRAWINGS, CONFIRM ALL
HANDICAPPED SIGNAGE CODES.
5, HANDICAP SIGN TO BE FOOT FTP-25,
6, INSTALL AUXIILIARY SIGN BELOW FTP-25 OR 26 INDICATING
FINE FOR ILLEGAL USE IS $100.00 (6"X12" WHITE
BACKGROUND, BILUE LEGEND & BORDER).
6. ALL LETTERS SHALL BE BLACK AND 1" INNOTE: (HANDICAP
SIGN ONLY) HEIGHT. LETTERS ARE TO BE SERIES "B" OR
"C", PER MUTCD,
7. TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED
(ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE
REFLECTORIZED ILEGEND AND BORDER.
S, BOTTOM POR110N OF SIGN SHALL HAVE A REFLECTORIZED
(ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK
BORDER.
9, ONE SIGN REIQUIRED FOR EACH PARKING SPACE.
10, HEIGHT OF SIGN SHALL BE 7' ABOVE GROUND IN
ACCORDANCE WI TH FOOT "ROADWAY AND TRAFFIC DESIGN
STANDARDS."
I
5'
12'
I
2" GALVANIZED STEEL PIPE
2" GALVANIZED STEEL PIPE
z:
~
r--
/
/;
1/
/;
1/
/
r--
8" STEEL PIPE W/CONCRETE FILL.
PAINT TRAFFIC YELLOW.
D-
>-
r-
--------
NOTE:
PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE
PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6,1.
~
..-
3" 1'-6"
v i
1O
I
n
ASPHALT PAVING
r LANDSCAPE ISLAND
8"
.-
~ <f. OF PARKING SPACE
ACCESSIBILITY: A) IN ACCORDANCE WITH THE FLORIDA ACCESIBILlTY CODE FOR BUILDING CONSTRUCTION, 4.1.3
SECTION (1), DATED OCT, 1996, AT LEAST ONE ACCESSIBLE ROUTE COMPLYING WITH 4,3 SHALL CONNECT ACCESSIBLE
BUILDING OR FACILITY ENTERANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR FACILITY,
DOORS ACCESSING THE BUILDING MUST BE DEPICTED ON SITE PLAN. RAMP DETAILS WITH SLOPE INFORMATION SHALL
BE DEPICTED ON SITE PLAN.
B) THE LOCATION OF HANDICAPPED PARKING STALLS, LOADING ZONES, SIDEWALKS AND RAMPS ON SITE SHALL MEET
CHAPTER 316.1955 OF THE FLORIDA STATUES AND SECTION 4.1.3 OF THE FLORIDA ACCESSIBILITY CODE. CURB RAMPS
SHALL NOT EXCEED 12: 1 SLOPES PARKING SPACES AND AISLE SHALL NOT EXCEED 50: 1 CROSS SLOPE,
H
H
G
to
I
:'~~;~~\ ~~ f~~~:~-'~
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to
I
-
..-
-
..-
1'-6"
I
'/
,;I
1'_6"
/'
)/
/
CJ HANDICAP SIGN POST
N.T.S.
E:J HANDICAP SIGN & SYMBOL
N,T.S.
CJ HANDICAP PARKING
N.T.S.
F
F
. 12"
. . r I
,
NOPARXlNG
D
r--
1"RED
LETTERS
: .::~. .:.~. ',;.:..:.~: ,: ~.< .:~.', :.;.. ~ . (..~:::.:>r.. ;~~. ;.;. .~, :1'~:' ::. }.~ .:'.:. ;.~: : ::.::. ~ ... .:::.<.:; .
_ > .' _..~- - <. -'."'-CONCR-ETE SI-OEWALK. :' ~.: 4_ _: _ . .-~' _' :4 ~ ._-"':.. - - .-'.4 ~ - -:. ..-_. ~: -: ~..-
~~" -< ,.: ': -}- : X ~:..:.:> ; > :.L -.>'::. :~ :.... ~~; ~.: ;: ;.~.::. .'<T< ..;~:} <'r :: :
E
"<.0
I
FIRE LANE
BY O1lDSl OF
PIRE OOPARTMIlNT
NFPAJ 5,1"'2
12"
E
WHITE
BACKGROUND
2" GALVANIZED STEEL PIPE
.
<.0
I
1"RED
LETTERS
/ 4" WHITE STRIPE
BY ORDER OF
FIREDEPARTM
NFPA 3 - 5.1&2
PROJECT NAME:
FIRE L
D
-0
N
1/2" RED
LETTERS
HIGHLANDS
APARTMENTS
C WINTER SPRINGS, FLORIDA
. C
r LANDSCAPE ISLAND
.
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I
.. ".:,,~. ....~ .:.... ..
.. ~ ....... -: ..~...... -..
.. :....,..; ~.. ":. ...,:: .. :
9'
1/
/;
1/
/;
1012W
B No, DATE:
SHEET NAME:
ALTERNATIVE DRAINAGE PLAN
REVISION I SUBMISSIONS
B
1'-6"
I
.1
N.T.S.
GENERAL
CONSTRUCTION
DETAILS
N.T.S.
CJ TYPICAL PARKING SPACE
uOOpYFUGtn 2001, TRue eNGINEERS l ARCI-lITeCTS, INC- DESIGNER "ERE8YEllPRES8lYREBERveSI4S~GHTAtlDOlloER
RIGtfTS IN THE IDEAS, DE8~NS, ARRANGEMENTS, PLANS NlD DRAWINGS StO.NN HEREIN. 8L.Ool vas. DEStGNS..tRRAtlGEMENT8,
PL>>IS NlO DRAWINGS WERE CREATED, EVOlVHl NIIO DEVELOPED FOR USE ON,Nt)IN~NECl1ON \WllilHESfEClFlEDf'ROJECT.
THESE PlANS NlD DRAWINGS ARE NOllO BE REPRODUCED, CMNlGEO OR CCFlBJIN NfYFORN OR '-4Atl~ 'WHA~
A ::~T~~S~':J~~~G~Ep~~~~~~~::re~~C:G-=~=~~~=~nBmINC.NORME
N.T.S.
CJ HANDICAPPED SIDEWALK RAMP
ARCtllTECTURAL
CIVll..
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
DATE: DECEMBER 1, 2003 SCALE:
PROJECT No: 01,043.00 N.T.S.
SHEEr No:
A
CJ FIRE LANE SIGN & SIGN POST
N.T.S.
SMY
Am
SMY
SMY
CSM
SMY
SMY
C008
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
K
J
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G
F
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D
. C
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B
A
1
2
3
12'-6"
(CONCRETE PAD WIDTH)
11'-0"
(INSIDE ENCLOSURE WIDTH)
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4
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6" DIAMETER PIPE BOLLARD
t...,
Ii
'-'1
."-....;
'::J
5
'V
CONTAINER ENCLOSURE SHALL BE MIN. 8'-0" HIGH.
"::J
,~~?
v
3/4", DIAMETER BY 1 1/2" DEEP RECESSES FOR GATE
CANE BOLTS. PROVIDE TWO EACH AT GATE IN CLOSED
AND OPEN POSITION, FIELD VERIFY EXACT LOCATIONS,
'1'\;..,
~l
'(]
\:~
-~
'i,!
'''J
CONCRETE PAD TO WITHSTAND 10,000#/
SINGLE WHEEL LOADS.
DUMPSTER DETAIL AND ELEVATION
SCALE: N.T.S. (AS APPROVED BY FLORIDA RECYCLING, INC.)
6"
1-'
I
'".q-
4
, '.
STEEL PLATE 1/4"
~ ~~~T~ACK
STO
WHITE
LETTERS
30"X30" HIGH INTENSITY STOP SIGN (R1-1) PER
MUTCD.
(j) ~~~~T.~IGN
1
2
3
Cl OF DRIVEWAY
VARIES
(EXTEND TO EDGE
OF PAVEMENT)
STOP BAR TO BE
THERMO WHITE
N
<'-I
2' -6" WIDE THERMO
YELLOW STRIPES
@ ~~~~T~AR
5'
@ ~~~N~~.W ALK
4
__L
.
v
N
~t
~-~
5
6
AMFAB MODEL 900-
55 3/4" x 72" METAL
GATES W/6 HINGES,
LATCH AND GATE STOP
HARDWARE BY G,C,
FIELD WELD WITH 2"
BOTTOM CLEARANCE,
7
8
.
o
I
00
LATCH
(2) GATE STOPS
W/ 9/16"{x3"
HOLDERS SET
IN SLAB
SOLID CONC,
BLOCK BEHIND T.S,
6" CONC, SLAB
REINFORCED WITH
FLAT 6x6-6/6 WWF
CONCRETE
FOOTING
9
SEE ARCHITECTURAL PLANS FOR EXACT DETAILS, DUMPSTER SHOWN ON
ARCHITECTURAL PLANS IS TO BE USED FOR PERMITTING OF THE DUMPSTER
ENCLOSURE,
PAVEMENT SECTION
I- 8" -1
r- 6" -I I 2"R
r-. T
18"
L
.0 "
112' EXP, JOINT AND
PREFORMED JOINT FILLE
@ TYPE "D" CURB
2 SCALE: N.T,S.
6
7
5'-6"
10
2'-6"
!l_
WHITE REFLECl1VE TRAFFIC PAINT:
CHLORINATED RUBBER ALKYD, FS TT-P-115 TYPE III
ONSITE
G) ~~.IC ARROW
8
9
TOP SURFACE OF DIVERSION
STRUCTURE TO CONFORM TO
GRADEING OF PARKING LOT AS
SHOWN ON GRADING PLAN
SEE SHEET COOS
DISCHARGE OVER FLOW TO
EXISTING CITY INLET
11
TOP ELEV. 44.35
,--y
.
o
I
'",
ELEV. 41.05
- ....
TO EXITING
CITY INLET
INV. ELEV. 38,00
-.,.....
15" R,C.P,
10
11
12
13
14
TO
EXFIL TRA TION TRENCH
t
19"X 30" E.R,C,P.
15" R,C.P,
I
I
I I
II II
r---~r--~~------~---~
I I I I
I I I I
I I I
I I
I I
I I
I I
I
M.H. COVER I
I I
I I
I I
I I
I I
I I
I I I I
_L___~L____----------~
GRA TE
8,0"
2'
10'-2"
.--L
'0
oci
-,
@ ~!rY~~.SION STRUCTURE DETAIL
12
13
14
15
15
fJJ ~. fnein.w ~ A"dJibds Inc.
K
Engineering / Architecture / Interior / Land..cape
~ 3061 SEIGNEURYDF
WINDERMERE, FLORIDA ,4786
~ PHONE: (407) 895,5400 FAX: (" i1) 909,3067
WEB SITE: www.astnJe.net E-MAIL .c.trm:@ctl.rr.com
Creativity As True \.S Reality
J
I
H
G
F
E
D
PROJECT NAME:
C
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
3 2/13/04
2 11/25/ffi
1 IO/2W
B No. DATE:
SHEET NAME:
REVISION PER COMMENTS 12121/ffi
PER ST, JOHN'S 11/10/03 COMMENTS
ALTERNATIVE DRAINAGE PLAN
REVISION / SUBMISSIONS
GENERAL
CONSTRUCTION,
WATER, AND SEWER
DETAILS
UCOPYRIGHT 2001, TRUE ENGINEERS & ARCHITeCTS, INO_ DESIGNER HEREBYEXI"Re8SI..YREflER't.EStlISOClPl'RIGtorr AND OTHER
RIGHTS IN THE IDEAS., DE8ICmS, ARRANGEt.4ENTS, PLANS AND DRAWINGS SHOWN HEREIN. 8t..Il:'.:ti IDEM, DeSlGNs,.tAfUflGEMENTS.
PlANS N>lD DRAWINGS WERE CREA.TED. EVOL~ AND DEVELOPED FOR USE QN,NonINCXINtEC1JON'MTHlHESPEClAEDPROJECl.
THESE PLANS AND DRAWINGS NIUE NOT TO BE REPRODUCED, CHANGED OR CCFE> IN NfVFORM OR~ERWllHA."TSCJE\.IR
A ~~:~~':R.:a~:oN~~G':Ep~~~~~~~:::~:~~~~~:um:~~INC.NORME
ARCHITECTURAL
CIVlL
INfERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY
ATG
SMY
SMY
CSM
SMY
SMY
DATE: FBBRU.'\RY 13, 2004 SCALE:
PROJECT No: 01-043,00 N.T.S.
SHEET No:
C009
K
I-
J
-
I
-
H
-
G
,.....
F
-
E
,.....
D
,.....
C
,.-
B
I-
A
1
2
3
4
5
I
I
I
tROWN TRENCH IN
UNIMPROVED AREAS
(3" MIN.) (SEE TYPE B wi SIZE OF PIPE
BEDDING AND TRENCHING
DETAIL FOR OTHER ~ ' , " ~
RESTORATIO~ .' '. . . . . . FINISHED GRAOE~
~.".'. ..~
i#~--U~ ' , ~f!L..~
~" . . t<<t{
..g/J~ ' " ~'Il.f..t.
~::;IJ.. ' , ~~
~~ " l~Jl~
~ . c;,1z.-~
~/Jj!4 ' , . SEE NOTE 4" " ' ~l;:f/li.
COMMON FILL ~\ . EPIPEO.O.~. .~
~ ~ ~~' " ' , ,I~
,." '~r
12" (TYP,) 7f/ 'L~
1 ~~ ';;r '.~
SELECT COMMON ~'). " (~
FILL -9 ':'.1. IU " ......
7. ~
BEDDING ROCK . '" ::...- ~
PIPE BEDDING :: ~ ~ " ~.
(SEE NOTE B & 9) ,"l....:~ ....'~-....; >Y/L..!..!..
7jJ.'IL~)$"j; 'IJ...(fI,...~ ~ ~ 'Il~ ::;:::.=,m
TRENCH WIDTH VARIES
...-J
...-J
l.i...c:;j
:::E ~
~ ~ ~
x en 0
<( :c Z
:::E <J w
U"l ~ ~
t: ~---
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"
N
~
SELECT
COMMON
FILL
~ ......-.
z"-
i5~
80
enZ
WW
o...W
- U"l
0... ___
UNDISTURBED EARTH
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED
BY THE CITY OF WINTER SPRINGS.
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX.
FOR PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6, ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE
DIRECTION OF THE FLOW.
7. SHEETING AND BRACING SHALL MEET THE REQUIREMENTS OF CITY OF
WINTER SPRINGS.
8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY THE CITY OF
WINTER SPRINGS. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS
THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARGER.
9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF
BEDDING ROCK BELOW THE PIPE. REMOVAL OF UNSUITABLE MATERIAL, IF ANY,
SHALL BE DETERMINED BY THE CONTRACTOR SUBJECT TO APPROVAL OF
THE CITY OF WINTER SPRINGS INSPECTOR.
CD ~:J~.t- BEDDING AND TRENCHING DETAIL
LIMITS OF PAYMENT FOR BORE & JACK
In' MTNTMLIM
10' MINIMUM
DITCH
r BOTTOM
~ PAVEMENT
1
PAVEMENT~
/i--
~
~
L
\.
M
I
.....
tl.
UJ
~
:!:
:::>
:!:
Z
i
~ TYPICAL FOR ANY
~ UNDERGROUND PIlE
: CURB SECTION
:::>
:!:
~ 9
~
~
.6't -
1:1 -6'
~
I
.....
DITCH SECTION ~
~
:!:
:::>
:!:
z
i
~
6'ft.
/ STEEL CASING PIPE
h I
~
fJ~'
ENCASE END OF CASING
WITH CLASS I CONCRETE
,
I
:..:J-r I
I L( D2=D1AMETER
6' CARRIER PIPE OF CASING PIPE
~ ENCASE END OF CASING // ~
WITH CLASS I CONCRETE (I / - i-...........
L PIPE TRANSIT ON ADAPTOR (C ':--... ~ '\ ')
WHERE REQUIRED ~I ~/){ /~UJ ~
" \X I, PIPE TRANSIT ON ADAPTOR ~
CASING SPACERS \ ~ WHERE REQUIRED
Fe 2' MINIMUM CLEARANCE
Dl=DIAMETER .J..
OF CARRIER PIPE J BELL OF CARRIER
ANNULAR SPACE SHALL REMAIN EMPTY,
WELDED STEEL CASING PIPE, ASTM SEAL BOTH ENDS WITH 12' THICK CLASS
A-53 THRU 30' DIA, DR ASTM A-139 I CONCRETE,
LARGER THAN 30'
CARRIER PIPE AND CASING PIPE SIZES (MIN)
CARRIER PIPE NOMINAL DIAMETER CD1) 4 6 8 10 12 14 16 18 20 24 30 36 42
CASING PIPE NOMINAL DIA (D2)
WALL THICKNESS-INCHES
14 16 18 22 24 30 30 30 36 36 48 54 60
0.188 0,188 0,188 0.188 0,188 0,250 0,250 0,312 0,312 0,312 0,312 0,375 0,500
NOTES
1. ALL REQUIREMENTS OF DOT AS SPECIFIED IN THE DOT 'UTILITY ACCOMODATION GUIDE' SHALL BE ADHERED TO WHEN CROSSING HIGHWAYS,
THE MORE STRINGENT REQUIREMENTS BETWEEN THE DOT AND THE CITY OF WINTER SPRINGS SHALL GOVERN IN ALL CASES OF CONFLICT,
2, THE INSIDE DIAMETER OF THE CASING SHALL BE A MINIMUM OF 4' GREATER THAN THE OUTSIDE DIAMETER OF THE CARRIER PIPE BELL
DR COUPLING, ~
3, PAYMENT FOR BORE AND JACK SHALL INCLUDE CASING, END ENCASEMENTS, CARRIER PIPE, TRANSITION ADAPTORS, VENT PIPES AND CASING SPACERS&
4, INSTALL CASING SPACERS TO PROVIDE A MINIMUM OF THREE PER JOINT OF PIPE, INSTALL IN ACCORDANCE WITH MANUFACTURER'S
WRITTEN INSTRUCTIONS,
5, WATERMAIN PIPING INSIDE CASINGS IS TO BE RESTRAINED JOINT PIPING,
0~~~.G AND JACKING DETAIL
I
I
I
I
1
2
3
4
5
6
7
8
9
I
I
1
1
TRENCH WIDTH VARIES
Wi SIZE OF PIPE ~ ~~?M~NRJ~l~CfRt~S
, . ~ (3" MIN.)
,\FINISHEO GR~ '.' .... ~OTE 8)
'i):ll'W'^ ' , ' ' , J:'o.C...l'~
~.~~~. " , .- Z~~
'I. ' . ~rJ>) (
~~ '. ~)
~'f::..~' , ' ~ 11", :::l
'));~'~w!" ..' . . >;:;f."~ ~ ~ ~
~~ ,', " , i1!J}. :cZ ~
i)7, '(; ~ . SEE NOTE 4c ~ ~ ~ lit :i
COMMON FILL ~>~. ' E 'PtPE'O.D,~' .-~; t=
~ ~ ' , ..' ,'.- .' ~~ ...-J
~ ~~!.!} .',' ,'I ~ ~ "N
..-
12" (TYP,) .~':!:~ ; ~
I ~ ~Ir ~ ~
UNDISTURBED ~~ '). ~-......;..
~ARTH I ~ ~ 'I. ' .' \\ ~ ~J' , ~~
(SEE NOTE 3) ~~~ '~ ~",' ~~
~. 'UJ. {f'.~~ /J:!./I.....::::!::.f......... 1 ~
';:c././::-::!::'i:;:::7l'rll M;:...:'~i";;;:1 /]:1..1 ~""""""?iN I
SELECT
COMMON
FILL
~ ,-...,
Z~
i5w
01-
wO
enZ
wW
o...W
- (/)
0... .........
NOTES:
1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE
MAXIMUM DENSITY AS PER AASHTO T-180.
3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN
ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE
REQUIRED AS DIRECTED BY THE CITY OF WINTER SPRINGS.
4. (*): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX.
FOR PIPE DIAMETER 24" AND LARGER.
5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION.
6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM 10 THE
DIRECTION OF THE FLOW.
7. SHEETING AND BRACING SHALL MEET THE REQUIREMENTS OF CITY OF
WINTER SPRINGS.
8. FINAL RESTORATION IN IMPROVED AREAS SHALL BE I N COMPLIANCE WITH
ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURF ACE
RESTORA TION WITHIN THE CITY OF WINTER SPRINGS RIGHT-OF-WAY SHALL
COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTIILIZATION REGULATIONS
AND ROAD CONSTRUCTION SPECIFICATIONS.
10
@~:J~.~ BEDDING AND TRENCHING DETAIL
J;;""" OR?
L-\
\l.-
j--J
~.....rfrl.. A / D,I.P, WATER MAIN
/ // /' O)=TIQn
/// i9' ~
TAPPING VALVE
\
-,
L EXISTING WATER MAIN
TAPPING SLEEVE
0~~I~~MAINTAP 3" AND ABOVE DETAIL
STAINLESS STELL
PIPE CLAMP
NOTES:
1. PENETRATION TO EXISTING
MANHOLES SHALL BE CORE
BORED
2. OUTSIDE DROP CONNECTION
SHALL BE REQUIRED WHENEVER
AN INFLUENT SEWER IS LOCATED
TWO FEET OR MORE ABOVE THE
MAIN INVERT CHANNEL
PRECAST MANHOLE WIALL,,\~,_
STAINLESS STEEL BOLJND~:~;,
FILL WITH GROUT .. ~" I
r
MANHOLE INVERT-
-
, , ',' .. . . ,.: .. .".:.~..
.~,"\'..~~...:..'.'.' ...4..,...'.11.
<:i"', ~~'...:.....'.~./.~."~,' ,~~..
.. ,'"'' ,. ,. .. " .,. _ . .. ... .~. '''",' . .. '
" ,....,. .. .,. , . ,
RESILIENT
CONNECTOR
TYPIICAL CONNECTION
pve OR
DIP
11
12
13
14
15
I
I
I
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RESILIENT SEAT GATE VALVES
(1YPICAL)
TEST COCK #4
TEST COCK # 1
~
~ ~~
FLC W I ~ I-
,/ ~ /t ~ r'-' + ~
TEST COCK #2 J/ \ h
TEST COCK #3 'l
~
12"+ PIPE DIAMETER RELIEF VALVE
(MIN. DISTANCE) _ DISCHARGE *
18" + PIPE DIA. (MAX)
r;"- "':-
l~
I r. ../l
~~~({ t
~~~/
~W"
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,-,
v- 90' BEND (FL./FL)
.........~
1 ~
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FINISHED
GRADE
l...J
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1,_ . ., :-. -. .....~.__..;.' ..-... -.- - -,'., .:.. -. · ,. ....-. .,t'... -~ .. ~ '.. .. .,'.-.. ~ " .
~~'~~~.~%~
0-, "Y)).'X' PIPE SUPPORT (1YP) " /'''7'W~~~~~~~
~ ~~~~~
~)" 1 /2" PREFORMED JOINT COMPACTED BACKFILL ~ 0~,(~
lI(~~ MATERIAL TO BE PLACED 7",
~7>> BETWEEN D,I.P, AND
CONCRETE SLAB
* ABOVE FLOOD
PLAIN
,.....
0.:
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90' BEND (M.J,/M.J.) / \'--- L--J
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~
NOTES:
1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON CEMENT LINED WITH CEMENT LINED
DUCTILE IRON FLANGE FITTINGS FOR ABOVE GROUND USE. MANUFACTURERS RESTRAINED
JOINTS SHALL BE USED UNDERGROUND.
2. CERTIFICATION OF PROPER INSTALLATION AND OPERATION WILL BE REQUIIRED FROM A
CERTIFIED BACKFLOW PREVENTION TECHNICIAN PRIOR TO WATER MAIN ACCEPTANCE BY
THE CITY OF WINTER SPRINGS PUBLIC UTILITIES DEPARTMENT.
3. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE PROPER OPERATION,
MAINTENANCE AND TESTING OF THE BACKFLOW PREVENTION DEVICE ASSEMBLY.
4. 6" CONCRETE SLAB SHALL BE REINFORCED WITH No.6x6-W1 OxW1 0 AND SHALL BE
TYPE I, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi.
5. SLAB WIDTH SHALL BE 5'-0" TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY.
REDUCED PRESSURE PRINCIPLE
Q) ~~~~OW PREVENTI~~~~~~E)
NOTES:
1. WHERE ONE VALVE BOX EXTENSION IS REQUIRED USE
STANDARD VALVE BOX EXTENSIONS, OR AS APPROVED
BY THE CITY OF WINTER SPRINGS
CONCRETE COLLAR 24' SQ DR
24' D1A, x 8' THICK WI TWO (2)
NUMBER THREE (3) ROUND
BARS EACH WAY
VALVE BOX COVER TO BE SET
1/8'-1/4' ABOVE TOP OF CONCRETE
COLLAR
VALVE BOX LID
2, WHERE MORE THAN ONE VALVE BOX EXTENSIONS ARE
REQUIRED USE 6" D.l.P. CUT TO PROPER LENGTH SO
VALVE BOX BOTTOM IS CONTINUOUS SECTION,
3. VALVE BOX LID TO BE FURNISHED WITH THE WORD
"WATER", FOR WATER MAIN INSTALLATION OR "SEWER"
FOR FORCE MAIN INST ALLA TION, OR "REUSE" FOR REUSE
MAIN INST ALLA TION,
FINISH GRADE
-
r ~/ V 1
'\'\T ./ /
~..,.,..
~VALVE BOX TOP
SUBGRADE COMPACTED
TO 95% OF MODIFIED
PROCTOR
z
i
00
...
4. FOR VALVES 4" AND ABOVE USE FOUR (4) OR FIVE
(5) SOLID COMMON BRICKS LAID FLAT. FOR 2" VALVES
USE 4"x 8"x 16" SOLID PRECAST CONCRE1E BLOCKS,
Q ~
I TrI----l, r /1
/7 1l( ~
\ :AL VE
MAIN \
'h
VALVE BOX BOTTOM
~
VALVE BOX SUPPORT
@ ~~y~ BOX INSTALLAr!2~ER~r~NT
~...---.....---
...... v V
MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S)
PVC PIPE SIZE
4" 6" 8" 10" 12" 16" 20" 24" 30"
NOTES:
1.. FITTINGS SHALL BE RESTRAINED JOINTS UNLESS
OTHERWISE INDICA TED,
2.. INSTALL FULL LENGTH JOINTS WITH TOTAL LENGTH
EQUAL TO OR GREATER THAN SHOWN IN THE TABLE.
3.. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE
FITTING WHICH YIELDS GREATEST LEN GTH OF RESTRAINED
PIPE.
90' BEND
45' BEND
22-1/2' BEND
11-1/4' BEND
TEE/PLUG
45' BEND DOWN
45' BEND UP
29 33 44 51 60 75 90 104 122
12 14 19 21 25 31 38 43 51
6 7 9 10 12 14 18 21 25
3 3 4 5 6 7 9 10 12
63 90 115 140 162 207 250 291 346
27 38 48 57 68 87 105 120 144
14 18 24 ~ ~ ~ ~ 65 78
5.. LENGTHS SHOWN IN THE TABLE HAVE BEEN
CALCULA TED IN ACCORDANCE WITH THE PROCEDURE
OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE
IRON PIPE AS PUBLISHED BY DIPRA, WITH THE FOLLOWING
ASSUMPTIONS:
4.. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE
LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS
NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICA TED.
WORKING PRESSURE: 150 P.S.1.
SOIL DESIGNATION: SILTY SAND
lAYING CONDI TIONS: 3
&
(j) ~~;,~~s~ MANHOLE CONNECTIONS DETAIL
@~~~J~.AINED PIPE DETAIL
"--
I
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6
7
8
9
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10
11
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PROJECT NAME:
-
EB T'11U8 f;ngineePf &-. A,.d,itects Inc.
Engineering / Arohitectun: / Interi"" / Land..""P"
~ 3061 SElGNEURY DR
WINDERMERE, FLORIDA \4786
~ PHONE: (407) 895-5400 FAX: (4')7) 909.3067
WEB SITE: www.astrue.net E-MAIL: :..1nJe@ctlrr,oom
Creativity As True As Reality
HIGHLANDS
APARTMENTS
C WINTER SPRINGS, FLOR DA
-
2 2/13104
1 IOnw
B No. DATE:
SHEET NAME:
-
~
J
REVISION PER COMMENTS 12f2liU3
ALTERNATIVE DRAINAGE PLAN
REVISION / SUBMISSIONS
WATER AND SE"TER
DETAILS
DCOP"r'RIGt-IT 2001, TRUE ENQINEERS & ARCHITECTs., INC-- DESIGNER HEREBYDPREBBlYREIER'Y'ES sc:x:IP'IftQKT NiDO'Tl-ER
RIGHTS IN THE IDEAS., DESIGNS, ARRANGEt.4ENTS, PlANS MD DRAWINGS SHOWN 1ERE1N, ~ IIJEJ. ~ IrRRANGENENTS
PLANS AND ORAWlNCiS WERE CREATED. EVOl\oHl AND DEVElOPED FOR USE ON.IK)IN~ \I1tl1tESf'EOFB)~
A :~:~;:s:~~~~~~:,~~~~o=I~~~R=~~i~=g~~=~=~ "~~ME .
nlEVTO R ASSIGNeD TO AIN PNITV WITHOUT FIR9"T OBTAINING SMlVIATreN JlBV,l,S8ON.M<<>C:Cl- .'NT.
ARCHITECTURAL
CIVIL
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY
Am
SMY
SMY
CSM
SMY
SMY
DATE: FEBRUARY 13.2004 S( .\LE:
PROJECT No: 01-043.00 N.T.S,
SHEET No:
C() 1 0
1
2
3
4
5
6
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15' SURE-LOK F477
PERFORATED PIPE
(20 LATERALS @ 7 \ ~ .
STICKS PER LATERAL) ~
200'
I \ \ 197' I
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- 1~~I~~~EC6S~0~~~~/ ______--------
HEADER \J(ND\J~~~~~ .______--------.
--------------
--------------
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______-..------ HANCOR 15'
______________ ~~~~~ENT
.============== H~:A,:.Ep:[..rT""11;
-------------- _.~
1~~I~~~EC6g~0~~~~ ~__ __ __ __... -- --I J 55'
HEADER _______.______ PR~~~g
________.._____ STRUCTURE
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______ ______d
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19"X30" CONCRETE
ELLIPTICAL PIPE -
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HEADER \JI \JELDED
END PLATE
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TITLE: HIGHLAND APARTMENTS
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INTO SUMP INLET
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MAT'L: 15' LANDMAX RETENTION SYSTEM
SCALE: NONE
DATE: 10/14/031 CHECKED: A9 30 - 2036 *
DRN BY' T JR I APPR:
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CENTERED
19"x30"
E.R.C.P.
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--,- ----- -- \ ,
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CD ~~~~ATION CONNECTION DETAIL
@ ~~~s~LET DETAIL
F
-
2' TYPE S- I ASPHALTIC CONC, COMPACTED
TO 95% OF MARSHALL DESIGN DENSITY,
8' LIMEROCK BASE (LBR 100) COMPACTED TO 98%
MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T -180,
E
~
I I
( 45. 79)___
15" PERFORATED PIPE-
(45,95)
-"=
0,5% SLOPE (MIN.)
..
.....
...OOC) .(1)0 {)T1 ()(J {)-T} [)O ()()T()0 IO.(J()
L_~
D
-
@ ~~~~ATION TRENCH SYSTEM (HORIZONTAL SECTION)
C
'-
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15" PERFORATED PIPE-
2' TYPE S- I ASPHALTIC CONC, COMPACTED
TO 95% OF MARSHALL DESIGN DENSITY'~
8' LIMEROCK BASE (LBR 100) COMPACTED TO 98%
MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T -180, \
\ \
\\
25'
30'
'"
( 45.29)
'-
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--c
.
.... ()
A
f2;0'~~
-
51'
44.72
,.,..... ------
43.39
..... -
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39.50
. ""'!II"'__
(45.79)
~ ~
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11
12
13
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EXFILTRATION TRENCH SYSTEM DATA
--- -----
-....r"V'-...,v-...,"V'"V'"V'V"V'-""V-v-..,--..,--..,-
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-V-V-V~
~
(
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.........- - - ---
PIPE
ID
(IN)
ASPHAL T TRENCH TRENCH PIPE
PIPE STONE SYSTEM FINAL & BASE TOP BOTTOM INV,
00 THICK HEIGHT GRADE THICK ELEV. ELEV. ELEV.
(IN) (IN) (IN) (FT) (IN) (FT) (FT) (FT)
10
43.89 41.41
15
17.7
12
29.7
44,72
SHWT
ELEV.
(FT)
TRENCH
THICKNESS
ABOVE
SHWT
(FT)
)
<
42.02
39,00
2.41
-^-- -^- ^- -^- ^- ^- ^- ^- -^-- -^--
--- .........---
^- ^,-^- n\
43.89 (TOP OF EXFIL TRA TION TRENCH)
.....
_--'4~39_ (~O~ OF E~F~T~TION P~E~ ~ r_
~ /~'V 15' PERFORATED PIPE ....&
~
2' TYPE S- I ASPHALTIC CONC, COMPACTED
TO 95% OF MARSHALL DESIGN DENSITY,
8# LIMEROCK BASE (LBR 100) COMPACTED TO 98%
MAXIMUM OBTAINABLE DRY DENSITY PER AASHTO T -180,
\
&
" tt
19 x30 E.R.C.P.
TOP ELEV= 43.74 /-'~=:'----==
...... ' \
__.__,_.._..._~________ ~__ ---1----------- un ---~----
,
EXFIL TRA TION PIPE
INV. ELEV= 42.02
19"x30" E.R.C,P.
INV. ELEV= 41.05
.Yo_
GEOTEXTILE/FIL TER
FABRIC MATERIAL I
(SEE MANUFACTURER'S
SPECIFICA TIONS) ~ ~:~W~ W /;;;; 'i ;-
>: ;a~',~ :?-;; & % ~ ~
;-~{:;~ ~ ~/.
~?~ ~~, //
MANT AIN UNIFORM
TRENCH 'w'IDTH TO
MIN, 60ABOVE TOP ,--
OF PIPE
;:/
HAUNCHING/INITIAL BACKFILL
CLASS I BACKFILL INSTALLED
PER ASTM D2321
;:/~
( (
-."--,--h"h,,h"'---..-,~hh,-X.-C<:~~l!W.",,'~ 1I.----,.h/\.hh<.,-,.,:h,O
~'h'."'~'YT~/~' '-f'~""'V1::(t,,::t?<>h;6" <,.~,_~J. , "'F/'",''/Y--Y''1
, ";:?-'/:S:(''-''Z-,~^\':L?;J:5./::A~W
:1~ .~1i~?:J.:~ ~~_~. -~B:.a~~' ~t!J!fJ!1J
PIPE BEDDING
THICKNESS 6" MIN,
&
120 MINIMUM
PIPE SPACING
I
42,02 (PIPE INV. ELEV)
y
41-41 (BOTTOM OF EXFILTRA TION TRENCH)
___-.-Y
o ~~~;RA TION TRENCH SYSTEM DETAIL
~~~--
~ V V
PROPSED INLET STRUCTURE
~
TOP OF GRATE ELEV= 45.15
....
o ,
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< .
HANCOR 15"
TRIPLE COMPONENT HEADER
INVERT = 42.02
.'
<
"
,
7'-0" HANCOR 15" PIPE
I
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~ ~
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INVERT ELEV= 42.05
....
~ :,:, ~
<
@ ~~~.;f.HEADER ADAPTER DETAIL
^'- ""7
---
{ ;4,"';N
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......
'.
G) ~~~;RATION TRENCH SYSTEM (LONGITUDINAL SECTION)
I
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2
3
4
5
6
I
7
8
I
9
I
10
I
I
I
I
11
12
13
&
~
I
TRENCH TOP ELEV. (43,59)
--~,-
. . PIPE INV. ELEV, (42.02)
...'. ~...... TRENCH BOTTOM ELEV, (41.41)
......
I
14
15
E8 T'I'Ue fneine8PS &-. A~ii:ecb Inc.
Engineering I Architecture I InteriOlll I Lund"C8pO
K
~ 3061 SEIGNEURY DR,
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) 909-3067
~J WEB SITE: www,.strue.net E-~: lISIruc:@ctlrr,oom
~ Creativity As True As Reality
-
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GlNEER OF RECORD:
AMR T.GAWAD,P.E.
ORIDA REGL'>TRATION #49416
PROJECT NAME:
-
HIGHLANDS
APARTMENTS
C WINTER SPRINGS, FLORIDA
-
3 2/131G4
2 11125103
1 IOnw
B No. DATE:
SHEET NAME:
REVISION PER COMMENTS 12121103
PER ST, JOHN'S 11/10/03 COMMENTS
ALTERNATIVE DRAINAGE PLAN
REVISION I SUBMISSIONS
-
EXFIL TRA TION
SYSTEM
DETAILS
1:1 COPYRIGHT 2001, TRUE ENGINEERS l ARCHITECTs., INC. OEStGNER HERE8VEXPRE9SLY~ HSCClF"rRGHT I#OOTI-ER
RIGHTS IN Tl-tE IDEAS, DESIGNS, ARRANGEMENTS, PlANS AND DRAWtNGS SHCMIN HEREIN_ Sl.JCti 1JEAS,1:ESIGN8, ~
PL.ANS AND DRAW1NGS WERE CREATED. EVOl~ ANOOEVElOPED FOR USE ON,N..:JIN(X)NI.IECTION ~1l-lESfBJFlEDPROJEC1.
THESE PLANS AND DRA.WINGS ARE NOT 10 BE REPRQ[MJCED, CHANGED CR COf'IB)IN NfYFORM OR t.!ANNER 'Mio'.~
A WIT~OUl FIRST OBTAINING THE EXPRESS WRITIEN PERt.AISSlON AND CONSENTOF1RlJE ENGINBRS~ARC:HI1ECT9'NC. NOR ME
THEY TO BE ASSIGNED TO ANY P~TYWITHOUT flRST OBTAlNI'lG SM:lYRTTEN PERMISSION AN>C('I'WENT.
ARCHIIECTURAL SMY
CNIL ATG
INTERIOR SMY
LANDSCAPING SMY
DRAWN BY: CSM
CHECKED BY: SMY
APPROVED BY: SMY
DATE: FEBRUARY 13,2004 SCALE:
PROJECT No: 0J-()43JXl N.T.S.
SHEEr No:
COlI
1
K
J
I
'R
G
F
E
D
C
B
A
1
2
3
4
5
6
DRAINAGE GENERAL NOTES:
1. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS
ARE OBTAINED AND IN HAND BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR
F ABRICA TION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND
ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULA TORY
AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS ON ADDITIONAL WORK RESULTING FROM THE
CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS ABOVE SHALL BE FULLY BORNE BY THE
CONTRACTOR.
2. THE LOCATION OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE PLANS HAVE
BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
INACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY
ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE
CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITY, WHETHER SHOWN
ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES, WHICH INTERFERE WITH THE
PROPOSED CONSTRUCTION, SHALL BE BROUGHT TO THE ATIENTION OF THE ENGINEER FIRST, AN Y FEES
ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO INSURE UTILITIES ARE RELOCATED IN ACCORDANCE WITH
RESPECTIVE UTILITY COMPANY STANDARDS. IT IS REQUESTED THAT UTILITY COMPANIES MOVE
THEIR PARTICULAR UTILITIES. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR BY
THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO
EXTRA COMPENSATION WILL BE ALLOWED.
3. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES THAT MAY HAVE THEIR UTILITIES
WITHIN THE CONSTRUCTION AREAS TO LOCATE THEIR FACILITIES IN THE FIELD FORTY-EIGHT (48)
HOURS PRIOR TO BEGINNING CONSTRUCTION.
4. CHAPTER 553 - 851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL
GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THE DRAWINGS
MAY SHOW ONLY THE APPROXIMA TE LOCATION OF GAS MAINS AND DO NOT SHOW SERVICE LINES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES
FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY
ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR
BETTER.
6. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF CONSTRUCTION PLANS AND ALL
PERMITS ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL
PROVIDE ONE SET OF RECORD DRAWINGS TO THE ENGINEER OF RECORD WITHIN TWO (2) WEEKS
AFTER CONSTRUCTION HAS COMPLETED ON EACH PHASE.
7, A PRE -CONSTRUCTION MEETING IS TO BE HELD BETWEEN THE CITY OF WINTER SPRINGS,
UTILITY COMPANIES, ENGINEER OF RECORD, AND CONTRACTOR PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
8. ALL CONTRACTORS, CITY OF WINTER SPRINGS REPRESENTATIVES AND UTILITY COMPANIES ARE
RESPONSIBLE FOR THEIR RESPECTIVE SURVEYING AND LAYOUT FROM BENCHMARK PROVIDED ON
CONSTRUCTION PLANS. ANY SURVEY MONUMENT A TION DISTURBED DURING CONSTRUCTION SHALL
BE REPLACED UPON COMPLETION OF THE WORK BY A REGISTERED LAND SURVEYOR. THE COST
FOR REPLACEMENT OF THE MONUMENT A TION SHALL BE BORNE BY THE COMPANY RESPONSIBLE
FOR DISTURBING SAID MONUMENT A TION.
9. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET 'COO1' OF CONSTRUCTION
PLANS.
10. TOPOGRAPHIC INFORMATION SHOWN ON THESE PLANS WAS TAKEN FROM SURVEY PREPARED
BY ADVANCED LAND SURVEYING AND MAPPING.
11. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION SHALL BE PERFORMED IN A
WORKMAN LIKE MANNER AND IN STRICT ACCORDANCE WITH THE MINIMUM ENGINEERING AND
CONSTRUCTION STANDARDS ADOPTED BY CITY OF WINTER SPRINGS, THE PLANS, AND
CONSTRUCTION SPECIFICATIONS, WHERE CONFLICTS OR OMISSIONS EXIST, CITY OF WINTER
SPRINGS STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION FROM PLANS AND
SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE
ENGINEER.
12. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO INSTALLATION.
13. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS
OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS
EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT
WITHOUT PRIOR APPROVAL OF THE ENGINEER.
14. CONSTRUCTION INSPECTION WILL BE PROVIDED BY THE ENGINEER OF RECORD. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO BEGINNING
CONSTRUCTION AND AT LEAST 48 HOURS BEFORE REQUIRING INSPECTION ON EACH AND EVERY
PHASE WORK. THE CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS NOTICE
PRIOR TO ANY SCHEDULED TESTING. NO BACTERIOLOGICAL TESTING, PRESSURE TESTING OR FINAL
TESTING WILL BE ACCEPTED UNLESS WITNESSED BY THE ENGINEER OF THE ENGINEER'S
REPRESENTA TIVE.
15. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE
UNDERGROUND UTILITIES; STORMWA TER PIPES AND MANHOLES; SANITARY SEWER MAINS, FORCE
MAINS, MANHOLES, LIFT STATIONS AND STORMWA TER MANAGEMENT SYSTEMS SHALL BE INCLUDED
AS PART OF THE CONSTRUCTION BID COSTS.
16. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF
AND OVER ALL UTILITIES. THE ENGINEER SHALL BE COPIED ON ALL COMPACTION TESTS TO
VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE
CONTRACTOR.
17. CONTRACTOR SHALL MAKE EVERY POSSIBLE EFFORT TO LIMIT THE PARENT SOIL AND DEBRIS
FROM ENTERING THE EXFIL TRA TION TRENCH DURING CONSTRUCTION. CONTRACTOR SHALL
STRICTLY FOLLOW MANUFACTURER'S INSTLLA TION INSTRUCTIONS OF THE PROPOSED SYSTEM.
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1. THE SEQUENCE OF CONSTRUCTION SHAL_ BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING SPRINKLERS, SHALL BE
PLACED BENEATH THE PAVEMENT AND I TS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE WITHOUT PRIOR
APPROVAL OF THE ENGINEER, THE PROPOSED 8-INCH SANITARY SEWER LINE SHALL BE INSTALLED AND CLEARED FOR USE PRIOR TO REMOVAL OF THE
EXISTING SANITARY SEWER FACILITIES. ill
MEASURED CENTERLINE TO CENTERLINE FOR MANHOLES AND INL
HE END OF THE PIPE FOR MITERED END
3. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORMWA TER PIPES AND
MANHOLES; SANITARY SEWER MAINS, FORCE MAINS, MANHOLES, AND LIFT STATIONS; AND STORMWA TER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS
P ART OF THE CONSTRUCTION BID COSTS.
4. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE PLACED ALONG SIDE OF AND OVER ALL UTILITIES. THE ENGINEER MAY REQUIRE
THAT COMPACTION TESTS BE TAKEN TO VERIFY BACKFILL COMPACTION. THE COST OF SUCH COMPACTION TESTS WILL BE BORNE BY THE CONTRACTOR.
5. HYDROSTATIC TESTS CONSISTING OF PRESSURE TEST AND LEAKAGE TEST SHALL BE CONDUCTED ON ALL NEWLY INSTALLED WATER DISTRIBUTION
SYSTEM PRESSURE PIPES AND APPURTENANCES. THE TESTS SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI/AWWA C600 OR M23 AS
APPLICABLE.
6. DISINFECTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST PROVISIONS OF ANSI/AWWA C651
DISINFECTING WATER MAINS PRIOR TO ANY PORTION OF THE WATER MAIN BEING PLACED INTO SERVICE. THE BACTERIOLOGICAL TESTS SHALL BE
CONDUCTED IN ACCORDANCE WITH "STANDARD METHODS FOR EXAMINATION OF WATER AND WASTEWATER" FOR THE COLl-AEROGENES GROUP, BY AN
APPROVED LABOR A TORY, ACCEPTABLE BY THE ENGINEER, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION, AND THE HEALTH DEP ARTMENT HAVING
JURISDICTION. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH COPIES OF THE RESULTS WITHIN ONE (1) WEEK OF TESTS FOR SUBMITTAL TO THE
VARIOUS AGENCIES.
7. IN ALL CASES WHERE SANITARY SEWER MAINS CROSS UNDER WATER MAINS WITH LESS THAN 18 INCHES OF VERTICAL CLEARANCE, AND IN ALL CASES
WHERE SANITARY SEWER MAINS CROSS OVER WATER MAINS, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON
THE POINT OF CROSSING. IN ALL CASES WHERE THE WATER MAIN OR SANITARY SEWER CROSSES UNDER OR OVER THE STORM SEWER MAIN LESS THAN
18 INCHES VERTICAL CLEARANCE, THE WATER MAIN SHALL BE DUCTILE IRON PIPE FOR A DISTANCE OF 20 FEET, CENTERED ON THE POINT OF CROSSING.
A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN ALL WATER, STORM AND SANITARY SEWER MAINS. WHERE CONDITIONS DO NOT
PERMIT THE 10-FOOT SEP ARA TION, THE S~WER MAIN MUST BE LAID IN A SEP ARA TE TRENCH OR THE SAME TRENCH DIVIDED BY A BENT OF UNDISTURBED
EARTH, AND THE SEWER MAIN MUST BE 18 INCHES BELOW THE INVERT OF THE WATER MAIN. IF SEPARATION BETWEEN WATER/SEWER CAN NOT BE
MAINTAINED, THE WATER MAIN MUST BE UPGRADED TO DUCTILE IRON PIPE UNTIL THE SPECIFIED TRENCHES CAN NOT BE DUG OR THE SEPARATION IS
PROVIDED. UNLESS OTHERWISE SPECIFIED BY CITY OF WINTER SPRINGS, THE REQUIREMENTS ABOVE SHALL DICTATE.
8. ALL PVC PIPES SHALL BEAR THE APPROVAL SEAL OF THE NATIONAL SANITATION FOUNDATION (NSF) FOR POTABLE WATER PIPE.
9. THERE SHALL BE NO DETECTABLE LEVEL OF INFILTRATION OR EXFILTRATION FROM SANITARY SEWER SYSTEM AT THE TIME OF INSPECTION. ANY
EVIDENCE OF LEAKAGE MUST BE CORRECTED PRIOR TO ACCEPTANCE BY THE OWNER.
WER PIPE SHALL BE GREEN SDR 35 PVC CONFORMING TO THE REQUIREMENTS OF ASTM D3034.
11. GATE VALVE TO BE INSTALLED VERTICALLY AND TAPPING VALVE TO BE INSTALLED HORIZONTALLY AND ABANDONED IN THE OPEN POSITION.
15. EMERGENCY WASTEWATER SPILL AND WATER MAIN BREAK PROCEDURES:
A. EXCAVATE CAUTIOUSLY - THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCA VA TING IN PROXIMITY OF WASTEWATER FORCE MAINS AND
GRAVITY SEWERS. FORCE MAIN AND SEWER LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. CONTRACTOR IS RESPONSIBLE FOR FIELD
VERIFICA TION.
B. TELEPHONE NOTIFICATION - THE CITY OF WINTER SPRINGS DISPATCH OPERATOR SHALL BE NOTIFIED IN CASE OF GRAVITY SEWER OR WATER MAIN
BREAK OR DAMAGE AT (407) 327-1800.
C. REP AIR IMMEDIATELY - ALL DAMAGE TO CITY'S MAINS SHALL BE REP AIRED IMMEDIATELY BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. IF
THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY THE CITY'S INSPECTOR, CITY MAY PERFORM REPAIRS AND THE CONTRACTOR WILL BE
CHARGED FOR REPAIRS.
D. CITY OF WINTER SPRINGS UTILITIES DEPARTMENT GENERAL TELEPHONE NUMBERS:
CITY OF WINTER SPRINGS UTILITIES CONSTRUCTION INSPECTION SECTION - (407) 327-2669
CITY OF WINTER SPRINGS UTILITIES WATER DIVISION - (407) 327-2669
CITY OF WINTER SPRINGS UTILITIES ENGINEERING DIVISION- (407) 327-5977
E. ADVANCE NOTIFICATION OF CONSTRUCTION - THE CITY OF WINTER SPRINGS UTILITIES CONSTRUCTION SECTION (407) 327-2669 SHALL BE NOTIFIED AT
LEAST SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY.
F. ADVANCE NOTIFICATION OF PENDING CONNECTION - THE CITY OF WINTER SPRINGS WATER DIVISION (407)327-2669 AND THE CITY OF WINTER SPRINGS
WASTEWATER DIVISION (407) 327-2669 SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE MAIN TIE-INS AND VALVE
OPERA TIONS.
G. OPERATION OF CITY OF WINTER SPRINGS VALVES - WATER, WASTEWATER, AND REUSE VALVES ARE TO BE OPERATED ONLY BE CITY OF WINTER
SPRINGS UTILITIES INSPECTOR (407) 327-2669. ALL VALVES BEING INSTALLED ARE TO REMAIN CLOSED DURING CONSTRUCTION.
H. OPERATION OF CITY OF WINTER SPRINGS PUMP STATIONS - THE CONTRACTOR SHALL COORDINATE ALL PUMP STATION OPERATIONS AND SHUT DOWNS
THE CITY OF WINTER SPRINGS UTILITIES INSPECTOR (407) 327- 2669.
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~ 3061 SEIGNEURY DR,
WINDERMERE. FLORIDA 34786
PHONE: (407) 895,5400 FAX: (407) 909,3067
;;;;;;;;;;J WEB SITE: WWW.a..true.net E.MAIL: astrue@ctlrr.com
~ Creativity As True As Reality
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PROJECT NAME:
T'I'Ue f;neinl8'l'S &. A~iteeU Inc.
Engineering I Architecture I InteriOOl I Land..cape
ENGINEER OF RECORD:
AMR T.GAWAD,P.E.
ORIDA REGISTRATION #49416
HIGHLANDS
APARTMENTS
C WINTER SPRINGS, FLORIDA
'l '2113104
1 lOn'2iU3
B No, DATE:
SHEET NAME:
REVISION PER COMMENTS 1 U21,ID
ALTERNATIVE DRAINAGE PLAN
REVISION I SUBMISSIONS
GENERAL NOTES
Q COPYRIGHT 200', "TRUE ENGINEERS & ARCHITECTS. ItlC. DESIGNER MEREBYEXPRE9SlVflE8ERWS HS COfI'tRtGHT N.o OllER
RIGHTS IN THE loeM. ceSIGN&, ARRANGEMENT&, PUNS AND ORAWINGS SHOIl!..t-l HEREIN. SUCH IlOEAS, DESIGNS, ARRANOB.lENlS,
f'lAN8 AND DRAWINGS WERE CREAlED. EVOL \lED NlD DEVELOPED FOR USE ON. AND ~ CONtEc:noNlJ\/I1H nE SPEORED PROJECT.
THESE PLANS AND DRAWINGS ARE NOllO BE REPRODUCED, CHAHGEDeJ;t CCFlB>INNlYFORN OR~~NER,^,"",1SOE'.Ul.
A \Nf11oIOUT FIRST OBTAINING TME EXPRES81NRJTTEN PERMIS8I~ At<D CONSENT OFlRUE ENIlIfEERS &.MCHITECTSINC NOR. ME
TtiEY TO M ASSIGNED TO ANY PARTY WITHOUT AR8T OBTAlNI'lG SMJ't'IIRITTEN F'eRMlSfION NCCONgeNT.
ARCHITECTURAL SMY
CIVIL A TG
INTERIOR SMY
LANDSCAPING SMY
DRAWN BY: CSM
CHECKED BY: SMY
APPROVED BY: SMY
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DATE: FEBRUARY 13, 'llJ04 SCALE:
PROJECfNo: 01,043.00 N.T.S.
SHEEr No:
C012
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PROJECT NAME:
f1J T'I'Ue ~neineePr &-. A..J.iI:ecU Inc.
Engineering / Architecture I Interiors / Land.cape
~ 3061 SEIGNEURY DR,
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) 909-3067
~J WEB SITE: www....true.netE-MAn.:...true@ctl.ru:om
~ Creativity As True As Reality
ENGINEER OF RECORD:
AMR 1', GAWAD, P.E.
ORlDA REGISTRATION #49416
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
C
2/13104
B No, DATE:
SHEET NAME:
REVISION PER COMMENTS 12121,m
REVISION / SUBMlSSIONS
METER ACCESS
PLAN
uCOPVRIG~T 21]01, TRUE ENGltjEERS & ARCHlTECTS,INC. DeSIGNER tiEREBYD.PRE8Sl...YRE9ER\9I4S())PWIGHTANDOlJoER
RIGHTS IN T~IE IDEAS, DESIGNS, ARRANGEUENTS, PLANS MD ORAWlNGSSHCMIN HERBN_ SUCH IDEM, DESIGNS, ~
Pl.ANS ~D DRAWINGS WERE CREATED, EVOLVED AND DEVELOPED FOR USE Cli.N<lDINCONtI:CIJONWI1tITtESf'EOREDPROJECT.
THESE PlNlS AND DRAWINGS ARE N0110 BE REPRODUCED, CHANGEO~COPIEDINNf'(FORMORfI.4AtlNERYoIiA.19CBtR
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APPROVED BY:
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DATE: FEBRUARY 13,2004 SCALE:
PROJECfNo: 01-ll43.00 N.T .S.
SHEET No:
C013
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LANDSCAPE NOTES:
1. THE LANDSCAPE CONTRACTOR SHALL INSURE THAT WORK DOES NOT
INTERRUPT ESTABLISHED OR PROJECTED DRAINAGE PATTERN.
2. THE LANDSCAPE CONTRACTOR SHALL INSURE ADEQUATE VERTICAL DRAINAGE
IN ALL PLANT BEDS AND PLANTERS. VERTICAL DRILLING THROUGH ANY
COMP ACTED FILL TO NATIVE SOIL SHALL BE ACCOMPLISHED TO INSURE DRAINAGE.
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3. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS
AND ALL WORK AS CALLED FOR ON THE LANDSCAPE PLANS. THE LIST OF PLANT
QUANTITIES ACCOMPANYING THE PLANS SHALL BE USED AS GUIDE ONLY.
CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES AT
TIME OF BIDDING.
4. ALL PLANT MATERIALS SHALL BE GRADED FLORIDA NO. 1 OR BETTER, AS
OUTLINED UNDER GRADES AND STANDARDS FOR NURSERY PLANTS, DIVISION OF
PLANT INDUSTRY, ST ATE OF FLORIDA, UNLESS OTHERWISE NOTED.
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5. ALL PLANT BEDS SHALL BE TOP DRESSED WITH 3" MIN. PINE BARK MULCH.
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6. LANDSCAPE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR STABILITY AND
PLUMB CONDITION OF ALL TREES AND SHRUBS AND SHALL BE LEGALLY LIABLE
FOR ANY DAMAGE CAUSED BY INSTABILITY OF ANY PLANT MATERIALS. STAKING
OF TREES OR SHRUBS, IF DESIRED OR REQUESTED BY THE LANDSCAPE DESIGNER
SHALL BE DONE UTILIZING A METHOD AGREED UPON BY LANDSCAPE DESIGNER.
7. LANDSCAPE CONTRACTOR SHALL DISPOSE OF STUMPS AND MAJOR ROOTS OF
ALL PLANTS TO BE REMOVED. ANY DEPRESSIONS CAUSED BY REMOVAL
OPERA TIONS SHALL BE FILLED WITH FERTILE, FRIABLE SOIL, PLACED AND
COMPACTED SO AS TO RE-ESTABLISH PROPER GRADE FOR NEW PLANTINGS
AND/OR LAWN AREAS. FINISH GRADE BEFORE PLANTING SHALL BE 13" BELOW
FINISH SURFACE OF ADJACENT PAVING OR TOP OF ADJACENT CURBS.
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8. SOD TO BE 4' OF ALL TREES, SOD LINE TO BE SMOOTH MANICURED LINE.
9. NO CLEARING IS TO COMMENCE UNTIL TREE PROTECTION BARRIERS ARE IN
PLACE AND APPROVED BY CITY ARBORIST. ALL EXISTING TREES THAT ARE TO
REMAIN ARE TO BE PROTECTED. NO FILL MATERIAL OR USE OF HEAVY EQUIPMENT
AROUND EXISTING TREES IS ALLOWED. EXISTING TREES ARE TO BE PROTECTED
BY A WOOD BARRICADE ERECTED NO CLOSER THAN THE DRIPLlNE OF THE TREE.
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- TREE AS SPECIFIED
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AS SPECIFIED ON PLANS
TOP SOIL AS SPECIFIED
CURB TYPICAL AS
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Gt~~~.~~G ISLAND CROWN DETAIL
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10. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR TESTING PROJECT SOIL.
THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE SOILS ON-SITE ARE
ACCEPTABLE FOR PROPER GROWTH OF THE PROPOSED PLANT MATERIAL. SHOULD
THE CONTRACTOR FIND POOR SOIL CONDITIONS, THE OWNER AND LANDSCAPE
DESIGNER MUST BE CONSULTED PRIOR TO PLANTING.
11. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY
THE CONTRACTOR ON SITE BEFORE CONSTRUCTION BEGINS. ANY
DISCREP ANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
DESIGNER.
12. ALL PROPOSED TREES TO BE INSTALLED EITHER ENTIRELY IN OR ENTIRELY OF
PLANTING BEDS. PLANTING BEDLlNES ARE NOT TO BE OBSTRUCTED, SMOOTH AND
FLOWING.
13. LANDSCAPE CONTRACTOR SHALL REVIEW ARCHITECTURAL/ENGINEERING PLANS
TO BECOME THOROUGHLY FAMILIAR WITH SURFACE AND SUB-SURFACE UTILITIES.
14. LANDSCAPE CONTRACTOR SHALL CO-ORDINATE WITH THE LIGHTING AND
IRRIGATION CONTRACTOR REGARDING TIMING OF THE INST ALLA TION OF PLANT
M A TERI AL.
15. EVERY POSSIBLE SAFEGUARD SHALL BE TAKEN TO PROTECT BUILDING
SURFACES, EQUIPMENT AND FURNISHINGS. LANDSCAPE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY WHICH MAY
OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK.
16. PROVIDE PRE-MIXED PLANT MATERIAL FOR USE IN ANNUAL BEDS CONSISTING
OF 70% COARSE PINE BARK, 20% PEAT & 10% PERLITE.
17. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE SODDED, UNLESS
OTHERWISE NOTED IN THE CONSTRUCTION PLANS.
18. THERE ARE TO BE NO GRADE CHANGES WITHHIN THE DRIP LINE OF ANY TREE
THA T IS TO REMAIN ONSITE AND RETAINING WALLS MAY BE INSTALLED WITH PRIOR
APPROVAL OF CITY FORESTER.
SPREAD
<........... ~ ......-...--!.-.
TOPSOIL
SPECIFIED PLANTING
MIX. WATER & TAMP
TO REMOVE AIR
POCKETS
~
:c:
Cl
W
:r:
___L
U H_-r
MULCH
FROM SAUCER WITH
3" CONTINUOUS RIM
COMPACTED PLANTING MIX
@~~J;.~ PLANTING DETAIL
9
10
11
12
PRUNE AND TIE FRONDS
WITH HEMP TWINE
NOTE:
FINAL TREE STAKING &
PLACEMENT TO BE APPROVED
BY LANDSCAPE ARCHITECT
~ 90' ALL TRUNKS ARE TO BE 90'
~ TO THE GROUND
13
CD~l~~.~~LM TREE PLANTING DETAIL
TRIANGULAR SPACING
PER SCHEDULE~
o
z
:::>
o
0::0
Cl:::>
:::::;;co
ow
0:: :r:
u...~
8 ~ 1" ABOVE
0::
~ [5 FIN. GRADE
<(~
Ww
:::::;;:r:
c.nf-
-0
::.::::~
z
~d
~G:i
0::--'
<(
W
--'
U
TWO LAYERS OF BURLAP
TO PROTECT TRUNK
I ~TWO STEEL BANDS TO
SECURE BA nONS
5 - 2"X4"X18"
WOOD BA nONS
3 - 2"X4" WOOD BRACES
(TOE NAIL TO BA nONS)
3" MIN. OF MULCH
,6" SOIL BERM TO HOLD WATER
I FINISH GRADE VARIES
, '" 2-1/2" COMPACTED
';;:f:{i- MULCH
TOPSOIL/SUBGRADE
PREPARE BED AS PER yt~!'
WRITTEN SPECIFICATION /?'
OR PLAN NOTES./' m1
G)~~~~DCOVER PLANTING DETAIL
O INDICATES TREE
PROTECTION BARRICADES
TREE PROTECTION
BARRICADES SHALL BE
LOCATED TO PROTECT A
MINIMUM OF 75% OF THE
CRITICAL PROTECTION
ZONE.
4"x4" POST AROUND
ENTIRE DRIP LINE OF
EXISTING TREES TO BE
SAVED.
@~~~.;ROTECTION DETAIL
5
6
7
8
9
10
PLANTING SOIL TO BE THE
SAME AS THE SOIL THE PALM
WAS GROWN IN
PLANT SO THAT TOP OF ROOT
BALL IS EVEN WITH THE
FINISHED GRADE.
FLAG GUYING WIRES WITH
SAFETY ORANGE COLORED
SURVEYOR'S FLAGGING TAPE.
MAINTAIN GUYING & SAFETY
FLAGS FOR ONE YEAR, THEN
REMOVE.
RUBBER HOSE 1" DIA. (8" MIN)
TO PROTECT BARK FROM WIRE.
GUYING WIRES 2 STRAND TWIST
12 GAUGE WIRE W/TURNBUCKLE
3 2"x4"x24" PRESS TREATED
STAKES-TOP OF STAKE
6" ABOVE GROUND
PAINT W/SAFETY ORANGE
SOLUBLE MARKING PAINT
FORM EARTH SAUCER
SPECIFIED PLANTING MIX.
WATER & TAMP TO
REMOVE AIR POCKETS
COMPACTED PLANTING MIX
14
SPREAD
~ I
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w
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~
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Cl
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--'
--'
<(
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W
>
o
15
0~~~.;LANTING/GUYING DETAIL
SOD AS SPECIFIED OR
2-1/2" MULCH AS SPECIFIED
COMPACTED SUBGRADE
4" TOPSOIL AS SPECIFIED
3/4" SIDEWALK
SOD AS SPECIFIED OR
2-1/2" MULCH AS SPECIFIED
COMPACTED SUBGRADE
4" TOPSOIL AS SPECIFIED
3/4" CURB & GUnER
SOD AS SPECIFIED OR
2-1/2" MULCH AS SPECIFIED
COMPACTED SUBGRADE
4" TOPSOIL AS SPECIFIED
3/4" CURB
ASPHAL T
G)~K!!.~~ EDGE CONDITIONS
11
12
13
14
15
......
f1J
T1'Ue ~neinee1"S &. A..J.it:ecf:t Inc.
K
Engineering / Archit",;tun: / InteriOll< / Land.'iCIlpe
,.
~ 306J SEIGNEURY DR.
WINDERMERE, FLORIDA 34786
PHONE, (407) 895-5400 FAX, (407)9~3067
~J WEB SITE, www.astnJe.netE.MAIL..strue@cfI.rr.com
~ Creativity As True As Reality
J
I
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/~1
~GINEER OF RECORD:
AMR T.GAWAD,P.E.
ORlDA REGISTRATION #49416
PROJECT NAME:
C
Vf'
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
1 12/1/03
B No. DATE:
SHEET NAME:
SITE PLAN SUBMITTAL
REVISION / SUBMISSIONS
LANDSCAPE
DETAILS
oCOPYRIGHT 2001. TRUE ENGINEERS I ARCHITECTS, ItlC. DESIGNER NEREBVEXPRESBlYRE1IER\6HIS COP'rRIaH'T MO 0'TlER.
RIGHTS IN THE IDEAS. DESIGNS, ARRANGEMENTS, Pl..ANS AND DRAWINGS SfotONN HERElN_ 8lJCt! IJEAS, IlESJGtlS, ARRANGB.ENTS,
PLANS AND DRAWINGS WERE CREATED, EVOL\/ED AND DEVElOPED FOR use ON, N<I>"'CONNECl1ON'MII-lltlESPEaAEDPROJECT.
TMESE PlANS AND DRAWINGS ARe NOT TO BE REPRODUCED, CHANGED OR COPIED ~ JM'~ OR WH>lER w.i"~
A ~~~~~TB~R:s~a:~N~~G~~Ep=~~~~~:'~~:~:'~~D~~~~~~.cNORME
ARCfllTECTURAL
CIVIL
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY DATE: DECEMBER I, 2003 I SCALE:
ATG PROJECT No: OI.()43.00 I
SMY SHEET No:
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SOUTHERN LIMIT OF SWALE BOTTOM
MODIFICATION (SEE DETAIL ON C005)
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IN THE DETAIL (SEE SHEET C005)
x
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DIVERSION STRUCTURE
SEE DETA~ #22 SHEET C009
) TOP ELEV= 44.35'
( W.lNV.ELEV.= 41.17'
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(39.73)
(39.40) , ./
V (3H8)
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V.86l
PROPSEO SWALE BOTTOI.l ELEVATION AT
\ f ..? C.L OF PR()'OESO ORIVEWA Y
'/l38.61)
(3B.40)
(40,22)
(3S9.70)
PROPOSED MODIFICATION
(3 .05)
SOUTHERN LIMIT OF SWALE
BOTTOM MODIFICATION
i
530.00"
SWALE MODIFICATION DETAIL
N.T.S.
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MoblFICATION ~EE DETAIL ON C005)
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:><.
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41.48
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&<
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..;,..>
9.; _
CON'~~UCT AN EXTENSION TO 1'Hf RETAINING WALL
WITH TOP OF WALL TO MA TCH PRO~SED ADJACENT
PARKING LOT GRADES (AS NEEDED)
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r<45.1"O,.I, .'. ...~ ~s.. -:~x ~~~PROPOSED 40 F.
r' ./'lNV.-E;tfV.."39.0S" '>'~ ~ ~l~ ~ OF 12" X 18" ER
J ~. "--- ': ",: . "~110..~"'\).~ C:G ''It?
~ '; '," . "",f!tlW"' 'Ix.) ~). ...-N1,},,) "10 ..9""
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40.85 #- _~40.8~i1 '.9S
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RETAINING WALL = "'0 "0
(SE5'.-;CROS'g?ShCTION ',9S "~'S'
DET Af12 SHtEl;.; C007)
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:/. .' 4/;/'" ( FOOT INDEX NO. 232
, ,,:':", . -IF > TOP ELEV.~, 45,15' ~GE OF PAVEMENT~
. ;(:" # ~ SE IN~. ELE'f'8' 42.05' & < ~
.,.,o/., . : . I (SEE DfV,IL 6 ()lll Sl;!E~~ C011) )
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FFE 46.80 (46.50)
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DEVELOPMENT DATA
~ .A. ~ ~
x
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SLOPES (15: 1)
SI-~ \.B'.\)
(44.30)
>-
t-
o:::
w
0...
OW
o:::Z
o...=:i
GQF COURSE
PR()'ERTY
I
(~5.~
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I (44.75)
(ESTIMA lED)
(ESTIMATED)
(45.20)
(ESTIMATED)
(45.08)
)/. '//'\.,' :+-;Y,',' ?',,'
/ <<.\:; (: ,><':(/-:.
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"':://'\;~:<(/
TYPICAL BACK YARD SWALE
CROSS SECTION SW1-SW1
N.T.S,
BASIN "B"
(SQ.FT.) (A.C.)
3,731 0.09
19,953 0.46
23,684 0.54
11,152 0.26
35,196 0.81
BASIN "A"
DESCRIPTION (SQ.FT.) (A.C.) (%)
FUTURE BUILDING & COVERED AREA 6,371 0.15 20.28
PROPOSED PAVEMENT/SIDEWALKS 18,169 0.42 57.84
TOAL IMPERViOUS AREA 24,540 0.56 78.12
OPEN SPACE/ GRASS AREA 6,873 0.16 21.88
TOTAL AREA 31,413 0.72 100.00
NEAREST 100 YEAR FLOOD ELEVATIONS:
ELEVATION 44.40' ~T LAKE AUDOBON
12
I
13
BASIN "c"
TOTAL
--,'
~ ,.
;-~. . " .to
,7i?......,..X .~".,""'"
<:' ,'j "I) ..:, *,ffi'W;;~'~"
~>;wg;
'\ ,.to:".
~
(%) (SQ.FT.) (A.C.)
10.60 8,964 0.21
56.69 0 0.00
67.29 8,964 0.21
(%) (SQ.FT.) (A.C.)
40.14 19,066 0.44
0.00 38,122 0.88
40.14 57,188 1.31
-
-
-
(%)
21.44
42.86
64.30
K
-
-
-
-
-
-
-
A
32.71 13,366 0.31 59.86 31,751 0.73 35.70
100.00 22,330 0.51 100.00 88,939 2.04 100.00
I
14
15
EB
T'IW fneinMft &-. A~itecb Inc.
Engineering I Architecture I InteriOJ1l 1 Landscape
~ 3061 SElGNEURY DR.
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) 909-3067
fii;;;;J WEB SITE: www.astroe.nel E-MAIL: astrue@cfl.rr.oom
~ Creativity As True As Reality
DRAINAGE LEGEND
SYMBOL
COMMON NAME
J
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L.d
~.'"
~
CONCRETE
ASPHALT
GRASS
EXISTING CONOITIONS NOT
INCLUOED IN PROPOSED CONSTRUCTION
I
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PROJECT NAME:
C
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
3 2/13/04
2 11125.0U3
1 10/22.0U3
B No. DATE:
SHEET NAME:
REVISION PER COMMENTS 12n11ll3
PER ST. JOHN'S 11110103 COMMENTS
ALTERNATIVE DRAINAGE PLAN
REVISION I SUBMISSIONS
DRAINAGE
PLAN
uCOP'r'RIGtlT 200', lRlJE ENGINEERS l ARO~ITECT&, INo. OEStGNER HERE5YEXPRE8SlYR~tCC:OPI'RIGH1 ANoOTI1ER
RIGHTS IN THE IDEA&, OESIGNS, ARR....GEMENTS. ~8 AND DRAWINGS SH~ I'EREIN. 8l.JC:M IIlEM, 1lE!SIGfolS,IrRRANGEt.ENTS,
Pl..ANS AND ORAWlNGS WERE CREATED. EVOlVED AND OEVELOPEO FOR USE ON. /IN)1NCCH'EC1KlN'M1tITHESPEOfIB)PROJEC1.
lllE5E PLANS ANO DRAWINGS ARE NOllO 5E REPRODUCED, CHANGED m lXJPIB)lN IflYPORM ORMNllIER V\I-IATfJClE\-9.
WITMOUl RRSl Ol!llAlNING ~E EXPRESS WRITIEN PEIWISSlON ANDCONSENTOFTRlJEEJONEIRS&~1tC. NORME
THEY TO BE ASSIGNED 10 N'V PARTY WITHOUT RRST O8TAlNING SM>WRI11EN PHU.IS8ION AND CCl'>l1ENT.
ARCHITECTURAL
m
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
SMY
ATG
SMY
SMY
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DATE: FEBRUARY 13, 2004 SCALE:
PROJECT No: 01-043..00
SHEEr No:
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T'I'Ue ~nsinee1'S &-. A...J.it:ecb Inc.
Engineering 1 Architecture 1 Interi"", 1 Lond,'cape
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~ 3061 SElGNEURYDR.
WINDERMERE, FLORIDA 347116
PHONE: (407) 895-5400 FAX: (407) 909-3067
;;ii;;;J WEB SITE: www....true.netE.MAll.:astrue@cll.lT.com
~ Creativity As True As Reality
WATER SEWER LEGEND
SYMBOL
COt-AMON NAME
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mNEER OF RECORD:
AMR T.GAWAD,P.E.
RillA REGISTRATION 1149416
Vtf/
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
PROJECT NAME:
c
2 2/13/04
1 1O/22iU3
B No. DATE:
SHEET NAME:
REVISION PER COMMENTS 12mm
ALTERNATIVE DRAlNAGB PLAN
REVISION I SUBMISSIONS
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PLAN
..,COPVRIGHT 2001, TRUE ENGINEERS & ARCMITECT&, INC DESIGNER HEREByIE)(JlRESSLVREBER\9lI-lS~GKT AtlDonER
RIQHTS IN ~E IDEAS, DESIGNS. MRANGEMENTS. flLANS AND DRAWINGS ~CM'N ~N ~ ~ ~ MRAtlGEMENTS.
PlANS AND DRAWINGS WERE CREATED. EVOL\ED ~D DEVELOPED FOR USE ON,NlJIN CONNECT1CJ'.IWllilHESf'EClAEDPRO..ECT.
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LAGERSTROEMIA INDICA
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MAGNOLIA GRANDIFLORA
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SPACING/SIZEIREMARKS
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(WHITE)
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SPECIMEN FORM l
MAINTENANCE GUIDELINES
REMOVE DEAD FRONDS, NO SERIOUS PESTS CONDITIONS.
MINIMAL PRUNING REQUIRED, PRUNE TO MAINTAIN NATURAL FORM.
WA TCH FOR LEAF MINERS, LEAF SPOTS, RED MITES, AND IRON
DEFICIENCY. DO NOT SHEAR.
MINIMAL PRUNING REQUIRED, PRUNE TO MAINTAIN NATURAL FORM.
WA TCH FOR LEAF MINERS, LEAF SPOTS, RED MITES, AND IRON
DEFICIENCY. DO NOT SHEAR.
MINIMAL PRUNING REQUIRED, PRUNE TO MAINTAIN NATURAL FORM.
WA TCH FOR LEAF MINERS, LEAF SPOTS, RED MITES, AND IRON
DEFICIENCY, DO NOT SHEAR.
REMOVE DEAD FRONDS, NO SERIOUS PESTS CONDITIONS.
MINIMAL PRUNING REQUIRED, WATCH FOR GYPSY MOTH, BARK APHIDS
AND OAK PIT SCALE.
REMOVE DEAD FRONDS. NO SERIOUS PESTS CONDITIONS,
RI 125 RAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GAL.; 15"-18" O.A.; 30" O.C.; BUSHY
---V--V- ~---v--v~-v-v-v -v-v--v "V -v-....,. 'V-V--V-V 'V V'-vr-'V-v-v
& ULAL 21 ULMUS ALATA MICHX WINGED ELM AS, 10'-12' HT, 4" CALIPER, WELL SHAPED,
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FULL WELL DEV. PYRAMIDAL FORM; SPEC, QUALITY
PODOCARPUS
7 GAL., 36"-42" X 24"-30"; FULL PLANT
LIVE OAK
AS, 14'-16' HT, 4" CALIPER, WELL SHAPED,
100 GAL. OR FIELD GROWN IN ROOTSPLUS GROWBAGS
WASHINGTON PALM
SEE PLAN FOR CLEAR TRC, (C.T) SPEC.,
FULL WELL I2E...V. ROYtN _ _
V''V'V "V'VV'''V
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BRANCHING AND FOLIAGE, WELL SPREAD J
........ ~A.~~A.~A./
LA SOITDLY IN ALL 'USitmBBr ARrAS.
LANDSCAPE CONTRACTOR SHALL ESTIMATE
QUANTITY REQUIRED AND PROVIDE A S.F.
PRICE WITH BID
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12
13
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REMOVE DEAD FRONDS. NO SERIOUS PESTS CONDTiTclN's.' - -....... -
REMOVE DEAD FRONDS. NO SERIOUS PESTS CONDITIONS.
MOW AT 2-1/2" HEIGHT WHEN HEIGHT REACHES 4". FERTILIZE ONCE
ANNUALL Y WITH SLOW RELEASE FORMULA. WATER AT THE RATE
OF 1" PER WEEK. DO NOT OVERWA TER
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'TYPE
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4" TREE
5" MAGNOLIA
5" OAK
5" TREE
6" MAGNOLIA
6. TREE
7" MAGNOLIA
7" OAK
7" TREE
8" MAGNOLIA
8" OAK
8" TREE
g" MAGNOLIA
g. MAPLE
g" TREE
10" OAK
10' TREE
11. OM
II" PINE
11" TREE
12' MAGNOLIA
1 2' PINE
12" TREE
13" OAK
13" PINE
13' TREE
14' OAK
14' TREE
15" TREE
16" OAK
16" PINE
16' TREE
17" OAK
17" PINE
17" TREE
lB" OAK
1 B" TREE
19' OAK
19" TREE
20" OAK
20' TREE
21' OAK
21' TREE
22" PINE
22' TREE
24" OAK
24" TREE
25" OAK
25" TREE
26' TREE
29' OAK
30" TREE
34" OAK
40' TREE
TOTAL TREES
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T1lUIt ~inee!lS &.. A,.d,ibds Inc,
,
Engineering / Architecture / Intori"", / Land.'IC8jlO
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PROJECT NAME:
3061 SEIGNEURY DR.
WINDERMERE, FLORIDA 34786
~ PHONE. (407)895-5400 FAX:(407)900-3067
WEB SITE: www.a.'ltrue.net E-MAn..: BStnJe@ctl.rr.corJ1
- Creativity As True As Reality
EXISTING TREE SCHEDULE
TREES TO
REMAIN
TREES TO BE
REMOVED
TOTAL
TREE
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2
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2
3
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}12j2GINEEROF RECORD:
AMR T. GA WAD, P.E.
DA REGISTRATION #49416
Vf/
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
ARCHITEC'fURAL
CIVll..
INTERIOR
LANDSCAPING
DRAWN BY:
CHECKED BY:
APPROVED BY:
REVISION PER CITY ARBORlST COMMENTS
REVISION PER COMMENTS 12121,03
SITE PLAN SUBMTITAL
REVISION / SUBMISSIONS
LANDSCAPING
PLAN
t.lCOPYRIGHl 2001, TRUE ENGINEERS & ARCI-IITECTS, INC. DESIGNER HEREBY DPRESSLY ~ ~IS COP"I'RIGHT lID O'Tl-tER
RlGHTB IN THE IDEAS, DESIGNS, ARRANGEt.lEIHS. PlANS AND ORAWlNGS ~ MEREh ~ 1JEAS,1JESI(3f\Is, MRNlGEMENT$,
PLANS AND DRAWINGS WERE CREATED, EVOlVED AND DEVELOPED FOR USE ON.NI)IN~ WlTHTHESPEafEJPRO.ECT.
THESE Pl..ANS AND DRAWINGS ARE NOT 10 BE REPRODUCED. CHANGBJ OR COPIED IN NfYFORM ORMNfI&I:WH~
A :~~;.:~Slr:~::~~G~Ep=e..:~:~~I~::~~~~~D~~~~~~nEcrsINC NORME
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3 2fl6104
2 2/13104
1 1211103
B No. DATE:
SHEEfNAME:
SMY
ATG
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CSM
SMY
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DATE: FEBRUARY ']h, 2004 I SCALE:
PROJECf No: 01-043,00 I
SHEET No:
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8J T'IlUII ~nei.,..ps &.. A,J,H:.cb Inc,
~ Engineering I Architecture I Interi"", I Lond'lCll(lO
~ 3061 SEIGNEUR Y DR.
WINDERMERE, FLORIDA 34786
PHONE: (407) 895-5400 FAX: (407) oo;l-3067
WEB SITE: wWW.a.'ltrue.net E-MAIL: a.,we@cf1.rr.com
Creativity As True As Reality
IRRIGATION LEGEND
SYMBOL DESCRIPTlON
. RAINBlRO 1 BOO SERIES 6" PoP-uP
. RAINBIRD lBOO SERIES 12' PoP-uP
A RAINBIRD 1 BOO SERIES SHRUB SPRAY ON RISER
~ RAINBlRD 5004 ROTOR HEAD-5 GPM
.. RAINBlRD 5004 ROTOR HEAD-2.5 GPM
~ RAINBIRD l' PGA CONTROL VALVE
-------- CU\SS 200 PVC MAINLINE -2'
CU\SS 200 PVC LATERAL LINE
NOTE: CONTRACTOR TO SIZE FOO MAXIMUN VELOCITY OF 5 F P.S.
CONTROLLER-RAINBIRD ESP- LX 16 STATlON,
@ AS SHOWN ON THE PLAN, INSTALL WITH A MINI-CLlK II RAINSENSOR,
GROUND WITH A MINIMUM 8' COPPER CLAD ROD
SLEEVE TO AS REQUIRED.
CV POINT OF CONNECllON 1 1/2' METER BY OTHERS
NOZZLE CHART
GPM AT
LUTER MODEL 30 PSI RADIUS PATTERN
A 1800-15F 3.7 15' FULL
B 1800-15TQ 2.B 15' THREE QUA TERS
C 1800-1SH 2S lS' TWO THIRDS
D lBOO-1SH 19 lS' HALF
E 1BOO-1ST 1.2 lS' ONE THIRD
F 1800-1SQ 1.0 15' QUARTER
G 1 BOD-15EST .61 4',lS' END STRIP
H 1 BOO- 1 SCST 12 4'x30' CENTER STRIP
J 18OD-1SCST-B S 5' STRIP BUBBLER
K 1800-1 OF-LA 16 10' LOW FULL
L 1 BOO-17SST 17 9',lB' SIDE STRIP
M 1800- 1 SSST 12 4'x30' SIDE STRIP
N lBDO-12H 1.2 12' LOW GALLONAGE
P lBOD-l0T-LA .52 10' LOW ONE THIRD
R 1800-1DQ-LA .39 10' LOW QUARTER
S 1800-8H-FLT .79 8' FLA T HALF
T lBOD-l0H-LA .79 10' LOW HALF
U 1800-BQ-FL T .39 8' FLA T QUATER
V 1BOO-BT-FLT .52 8' FLA T THREE QUARTERS
W lBDO-l0F-LA 5' .6 GPM HALF BUBBLER
PCS- 060 SCREEN
X 1 BOO-5CST-B 5 5' STRIP BUBBLER
y 1 BOO-lOH-LA 6' 3 GPM HALF BUBBLER
PCS-030 SCREEN
Z 18OD-1SVAN VARIES 15' ADJUST ABLE
.A. ~Jt. r;
~ ""0"'''' 0' REOO"'"
AMR T.GAWAD,P.E.
WRIDA REGISTRATION #49416
PROJECf NAME: (/-P
HIGHLANDS
APARTMENTS
WINTER SPRINGS, FLORIDA
3 2/U>104 REVISION PER CITY ARBORIST COMMENTS
2 2/13104 REVISION PER COMMENTS 12(21,(l3
1 1211/03 SITE PLAN SUBMlTIAL
No. DATE: REVISION I SUBMISSIONS
SHEET NAME:
IRRIGA TION
PLAN
uCOPVRIG~12001. TRUE ENGINEERS & ARCI-lITECTS,INC DeSIGNER HEREBYEllJIRESSLYRESER\lESI-IISC'.CPr'RIGfTN<<}cmtER
RIGHTS IN THE IDEAS. DESIGNS. IIRRANGEt.lENTS. PL.AJIlS AND DRAWlNGSSHCMIN HEREIN. 9...lCH 10EAS. OESIGtIS, ARRN'f3B.AB'IT9.
PlANS AND DRAWINGS WERE CRfATED, EVOL \leD AND DEVELOPEO fOR use ON. N>ID Itl ~ON~ lHESf'EClfH) mOJeCT
~ESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, Cf-!ANGEO ORCClPIB) IH N\lYFORM OR MAtiNER \NHA.~
~OUT FIRST 08THNING 'THE EXPRESS 1NRIlTEN PERMISSION AND COOSENTOflRUEENGINEERS&MCtIlECfSINC.t.M ME
TttEYTO BE ASSIGNED 10 M.Y pA.RTYW'lTHOUT FIRST OBl",NlNGSM:l'MUJEN f'I:Rt,AlSSIONHOCOHSBfT
ARCHITECTIJRAL SMY DATE; FEBRUARY 26, 2004 I SCALE:
CIVll.. ATG PROJECT No: OH143.00 I 1" -30'
INTERlOR SMY SHEET No:
LANDSCAPlNG SMY LOO3
DRAWN BY: CSM
CHECKED BY: SMY
APPROVED BY: SMY
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2
3
4
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IRRIGATION GENERAL NOTES
1) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL
ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP.
2) ALL WORK MUST MEET THE CITY OF WINTER SPRINGS IRRIGATION CODES WITH RESPECT
TO DESIGN AND INSTALLATION.
3) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. ALL
LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.
4) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18" PVC FLEX PIPE
CONNECTION. DO NOT USE FUNNY PIPE.
5) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURF ACES AND BUILDING
WALLS.
6) THROTTLE ALL VALES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING.
7) ALL RISERS SHALL BE PAINTED A COLOR CHOSEN BY THE LANDSCAPE ARCHITECT.
S) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH PVC
UL TRA- VIOLET LIGHT PROTECTED PVC CLAMPS.
9) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING "ONE -STEP"
CONNECTORS AND SEALANT WITH WIRE NUTS.
1 0) THE IRRIGATION CONTRACTOR SHALL PREP ARE AN AS-BUILT DRAWING ON A
REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGA TION INSTALLATION. A MYLAR
OR SEPIA OF THE ORIGINAL PLAN CAN BE OBTAINED FROM THE LANDSCAPE ARCHITECT. THE
AS-BUILT DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT
MEASUREMENTS FROM HARD SURFACES.
11) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE
BOXES.
12) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE
AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE
PROPERTY AND INSIDE THE LANDSCAPE AREAS.
13) ALL RISERS SHALL BE INSTALLED 12" FROM ANY WALL AND A MINIMUM OF 12" FROM
ANY SIDEWALK, PATIO, OR ROAD. (MINIMUM OF 2' WHERE THERE ARE NO BUMBER STOPS)
14) THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE
DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD.
15) THE IRRIGATION CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANT
EXISTING UTILITIES. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIA TE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK.
16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT
THE EQUIPMENT LOCATION, BY OWNER.
J
I
H
G
F
HEAD SPACING NOTES:
1) IT SHALL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SCALE THE
PLAN AND CHECK NOZZLE TYPES TO DETERMINE THE CORRECT SPACING OF HEADS.
2) THE IRRIGATION CONTRACTOR SHALL NOT SPACE THE HEADS FURTHER APART OR
USE LESS THAN SHOWN ON THE PLAN.
3) ANY CHANGES TO THE HEAD SPACING OR LAYOUT, WITHOUT THE CONSENT OF THE
LANDSCAPE ARCHITECT OR OWNER, SHALL HOLD THE IRRIGATION CONTRACTOR
RESPONSIBLE FOR WARRANTY OF THE PLANTS AND OR SOD IN THESE AREAS.
E
WALL OR STRUCTURE
D
INSTALL RISER 4" ABOVE
12"---->( INSTALLED PLANT MATERIAL
. uuul
-:.r
mmJ
PAINT A COLOR CHOSEN BY THE L.A.
C
PVC SCH 40 RISER
UL TRA- VIOLET PROTECTIVE PVC CLAMPS
MULCH
PVC TEE OR ELBOW
STEEL ANGLE
COORDINA TE PLACEMENT WITH
THE LANDSCAPE PLAN.
INSTALL INSIDE HEDGE ROW.
B
G)~~J!~ RISER DETAIL
A
1
2
3
4
5
6
7
SIDEWALK, CURB, ETC.
FINISH GRADE
BODY ASSEMBLY
PVC STREET ELL
FLEX PIPE USE 1/2" ON
SPRAY HEADS 3/4" ON
ROTORS MIN. 18" LENGTH
PVC TEE SXSXS
OR ELBOW
LATERAL LINE
8
9
10
11
12
13
14
15
ElJ T..... .(;neineePr &.. A..d.rted:s Inc.
Engineering I Arohitecture I InteriOOl I Land.cape
K
~ 3061 SEIGNEURY DR.
WINDERMERE, FLORIDA 34786
------ PHONE, (407) R95-5400 FAX, (407) 909-3067
~J WEB SITE: www....true.netB-MAn.:a..lIIue@cl1.rr.oom
~ Creativity As True As Reality
J
SPRINKLER NOZZLE
SEE CHART
ALL VALVE BOXES SHALL BE MARKED WITH THE ZONE NUMBER AS PER IRRIGATION
SHEET L003.
FINISH GRAGE
I
H
KING "ONE -STEP" CONNECTORS
EXPANSION SURGE CABLE
VALVE
TO LATERAL LINE
MAINLINE
PLACE CONTROL WIRES UNDER MAIN- ~ - --
G
~!~~s~ETAIL
&~~~T~.RICAL VALVE DETAIL
METAL STRAP
TO BLDG. 3' O. C.
1/2" CONDUIT W/
TWO 20 G. WIRES
6" OR PAST END EXTEND
LAST END OF EVE OF BLDG.
ELECTRICAL CONDUIT
HARD WIRE TO A
JUNCTION BOX.
1/2" TEE (LEAVE
BOTTOM OPEN)
PVC CONDUIT TO THE
START OF THE
MAINLINE. PLACE
WIRES UNDER MIANLlNE
WIRE AS PER LOCAL CODE
F
SEE INSERT FOR
CONTINUATION TO
HUNTER MINI-CllNK-C~
E
REDUCED PRESSURE ZONE
BACKFLOW PREVENTER
GAL V. NIPPLE
D
ENGINEER OF RECORD:
AMRT.GAWAD,P.E.
FLORIDA RE(lL<;;TRATlON #49416
PROJECT NAME:
HIGHLANDS
APARTMENTS
C WINTER SPRINGS, FLORIDA
GAL V. UNION
GAL V. UNION
~~....~~...~ : ~ , < ,:,~ "'-"" '-"'-"'"
"'... ... ... ' .. -"r.....',...~, ..,'..:
". ..>..L '<-'t.-...,.. .'....WALL."Of
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GAL VIINIZED PIPE
~~~....~~,~
TO t.lETER
1 1211103
B No. DATE,
SHEET NAME:
SITE PLAN SUBMfITAL
REVISION I SUBMISSIONS
0~2~;.~OLLER DETAIL
~I2.~TION BACKFLOW PREVENTER
IRRIGA TION
DETAILS
6
uCOPYRIGH12001, TRUE ENGINEERS & ARCHITECTS,INC_ OESlGIIIER HEREBYE)lJ'RESSLYRESER\eH18OCF'l'RIGHT ANDOl1otER
RIGfof'1"& 111I TttE IDEA&, DESIGIIIS, ~R~Gl9JIENTS, PLANS AND DRAWINGS SHOWN IoERElN. SlDlIlEAS, ~ oflRRMGEt.ENT8.
fJ\..AASAND DRAWINGS WERE CREATED. EVOlVED ANDDE'l/ELOPED FOR USE ON, N.vtNCXJNNEClK)N'IoIl1-I11-ESPEQf8)PROJEC1.
THESE PLANS ANO ORAWIIIIGS ARE NOT TO BE REPRODUCED. CHANGeD OR CCFlED IN NNFClRM OR ~ Vll4A1'SQE'\,ER
A WITHOUT F1RST OBTAlIIIING DIE EXPRESS WRITTEN PERMISSION AND CONSENTCFTRl..IE EN~ & NOflEClS, I'C NOR ME
TMEYTO BE AS$ICiNEOTO ANY PARTY WITHOUT RRST OB1A1N1NGSM>WRf'T'TENf"EfW1S8IClt< N<<>CON!lEM
ARCtnTECTURAL SMY
CIVIL ATG
INTERIOR SMY
LANDSCAPING SMY
DRAWN BY, CSM
CHECKED BY: SMY
APPROVED BY, SMY
DAm DECEMBER 1. 2003 SCALE,
PROJECT No: 01-043.00 1" = 20'
SHEET No:
L004
7
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