04-52-006y `
F
LANDSCAPE
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rERF I
ACE
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TER RACI
C) PROPOSED 7 UNIT TOWNHOUSES
g2 Stories with Basement Garages
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UP
DN
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SEE MEP DWGS FOR
FOR CONT
LANDSCAPE
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I ❑
OP C -DIP PRIVATE FIRE LINE 36" COVER
PROP 4" -DIP TO FIRE DEPT CONNECTION 36" G
LANDSCAPE LANDSCAPE
❑ ❑
NOTES
1- CONTRACTOR SHALL CONTACT THE UNDERGROUND U71UTIES NOTIFICATION CENTER
U.N.C.L.E. AT 1- 800 432 -4770 PRIOR TO COMMENCING
ANY DIGGING TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES
2- EXISTING UTILITIES ARE PLOTTED FROM BEST AVAILABLE INFORMATION. CONTACT
UTILITY AGENCIES BEFORE CONSTRUCTION IS STARTED TO VERIFY LOCATION AND DEPTH
OF UNDERGROUND UTILITIES.
3- IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UNDERGROUND
FACIUTIES PRIOR TO THE START OF CONSTRUCTION AND COORDINATE WITH THE
VARIOUS UTILITY AGENCIES TO RELOCATE, BYPASS OR OTHERWISE ENSURE THAT UTILITY
SERVICES WILL NOT BE INTERRUPTED DURING CONSTRUCTION.
4- EXISTING GRADES WERE TAKEN FROM AVAILABLE DATA AND MAY NOT
ACCURATELY REFLECT PRESENT CONDITIONS, CONTRACTOR SHALL BE RESPONSIBLE
FOR FAMILIARIZING HIMSELF WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORK.
5- ALL EXISTING FEATURES BEYOND CONSTRUCTION LIMITS SHALL REMAIN UNDISTURBED
UNLESS OTHERWISE NOTED.
6- WHERE NEW CONSTRUCTION (CURBS, PAVEMENTS. ETC.) IS INDICATED TO CONNECT TO THE
EXISTING, THE SECTIONS. ELEVATIONS, MATERIALS. ETC. SHALL MATCH THE EXISTING
CONSTRUCTION. UNLESS NOTED OTHERWISE ON PLANS.
7- CONTRACTOR SHALL BE RESPONSIBLE FOR SETTING ALL EXISTING MANHOLE AND INLET
COVERS, VALVE BOXES, BLOW -OFF RISERS, ETC. TO NEW ELEVATIONS, AS REQUIRED,
WHETHER SPECIFICALLY SHOWN ON PLANS OR NOT.
NEW
LANDSCAPE
133.85'
J L
r
PROP CLEAN OUT
Be- PVC INV EL 1.0
4
SEE MEP DWGS
SHEET P -1 FOR CONT
METER BANK PER WS 4.16
4- DUAL METER BOXES w/1--
COPPER PIPE TO 5/8-METER
PER WS 2.12
7- 1 - -RPBP PER WS 4.18(DOME
1- 1` -PVB PER WS 4.19 (IRRIGA
TRASH
LANDSCAPE
PROP FIRE DEPT
CONNECTION
8- IT IS THE INTENT OF THESE PLANS TO BE IN ACCORDANCE WITH APPUCABLE CODES AND
AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE PLANS AND
APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE
ENGINEER.
9- MONUMENTS OR PROPERTY LINE MARKERS LOCATED WITHIN THE LIMITS OF CONSTRUCTION
SHALL NOT BE DISTURBED.
10- WHERE NEW PAVEMENT IS TO MEET EXISTING PAVEMENT, ALL EDGES OF EXISTING
PAVEMENT ARE TO BE SAW -CUT.
11- AFTER REMOVAL. DEMOLISHED ASPHALTIC CONCRETE SURFACES, CONCRETE SIDEWALKS
AND GUTTERS OR ANY OTHER UNSUITABLE OR UNNECESSARY MATERIALS
SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER.
12- ALL ELEVATIONS SHOWN REFER TO CITY OF MIAMI DATUM
13- DaSTING ASPHALT PAVEMENT AND DRAINAGE STRUCTURES OUTSIDE LIMITS SHALL REMAIN UNDISTURBED
14- SEE ELECTRICAL PLAN FOR RELOCATION OF EXIST ELECTRICAL LINES AND LIGHT POLES _
15- SAW CUT AND REMOVE ASPHALT AND BASE FOR CONSTRUCTION OF PROPOSED IMPROVEMENTS
16- ANY DAMAGE OR INTERRUPTION OF SERVICE BY THE CONTRACTOR DURING CONSTRUCTION
SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT HIS EXPENSE THE OWNER SHALL
HAVE THE OPTION TO HIRE A SUBCONTRACTOR AND BILL THE CONTRACTOR FOR SAID REPAIRS
17- SEE LANDSCAPING PLANS FOR REMOVAL & RELOCATION OF EXISTING TREES.
18- REMOVE ALL UNDERGROUND STRUCTURES AND PIPES AND FILL VOIDS WITH SELECT LIME ROCK FILL
WATER & SEWER PLAN
SCALE 1 " =10'
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1.-
ALL MATERIAL AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT
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ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI -DADE WATER AND
SUBMIT:
FAX: (305) 4471501
SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS
A. "AS- BUILT" MYLAR 24` X 36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE
AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT.
B. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY A
OWNERS:
-
REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE
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LEGAL DESCRIPTION.
LOCATION MAP LOT 3 BLOCK 2 SUBDIVISION: FAIRGLADE MANOR ACCORDING TO THE
SCALE 1" =300' PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 45 AT PAGE
NO. 79 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
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_AS- BUILT' REQUIREMENTS
AS PER GS 0.5
1.-
ALL MATERIAL AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT
1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL
ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI -DADE WATER AND
SUBMIT:
FAX: (305) 4471501
SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS
A. "AS- BUILT" MYLAR 24` X 36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE
AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT.
B. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY A
OWNERS:
-
REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE
SW 76 .ST _ '
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LEGAL DESCRIPTION.
LOCATION MAP LOT 3 BLOCK 2 SUBDIVISION: FAIRGLADE MANOR ACCORDING TO THE
SCALE 1" =300' PLAT THEREOF AS RECORDED IN THE PLAT BOOK NO. 45 AT PAGE
NO. 79 OF THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
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AND ENDORSED BY THE CONTRACTOR. (NO. OF PRINTS: 3-FOR WATER.
4-FOR SEWER, AND 5-FOR FORCE MAIN OR PUMP STATION PROJECTS)
6.- HJM LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS
11.- ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MANS TO BE MADE
BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT
REQUIRED LOCATIONS , PROVIDE AND INSTALL MATERIAL WITH
FITTINGS, PRIOR TO TAP.
12.- AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO
M- DWASAD FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER
AND SEWER PERMIT PLANS. UPON REQUEST.
13.-UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR
CONNECTIONS TO EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING
VALVE WILL BE PERFORMED BY DEPARTMENT FORCES UNDER NO
CIRCUMSTANCES WILL THE CON17RACTOR BE PERMITTED TO TAP
EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE.
STANDARD REQUIREMENTS FOR WATER AND SEWER CONSTRUCTION
AS PER GS 0.5
_AS- BUILT' REQUIREMENTS
AS PER GS 0.5
1.-
ALL MATERIAL AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT
1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL
ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI -DADE WATER AND
SUBMIT:
FAX: (305) 4471501
SEWER DEPARTMENT AND SHALL CONFORM TO THE STANDARDS
A. "AS- BUILT" MYLAR 24` X 36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE
AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT.
B. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY A
OWNERS:
SUBMIT SHOP DRAWINGS FOR ALL MATERIALS
REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE
2.-
COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4' - 0" MIN.
CONTRACTOR. (QTY OF PRINTS AS REQUIRED BY THE DEPARTMENT.)
3.-
ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH
2. AS- BUILT` FORMAT.
CONSULTANTS:
10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES FIRE HYDRANTS AND
A. 24` X36" MYLAR IN INK ONLY.
."
SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER
B. THE WORD 'AS- BUILT' IN LARGE LETTERS
Miami Fla 33173\
Tel 305-273-1830
PIPES AND N0. 2 VALVE BOXES
C. TITLE BLOCK WITH DEPARTMENT E.R. NUMBER AND PERTINENT
4.-
ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION
INFORMATION.
MAINS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT
D. PREFERRED SCALE TO BE 1" - 40' HORIZONTALLY AND 1` - 4'
10.2
OF ENTRY.
VERTICALLY.*
E. STREET NOMENCLATURE
5.-
ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
F. SEPARATE WATER AND SEWER PROFILE
DEPARTMENT STANDARDS
G. STATION MAIN STARTING WITH 0 + 00 AT PERMANENT REFERENCE
6.-
ALL WATER METERS WILL BE INSTALLED BY THE MIAMI -DADE WATER
POINT (I.E. C/L. S/L.. ETC.) AND TO RUN CONTINUOUSLY
TO END OF MAIN AT END OF PIPE
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AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE
H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT.
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CHARGES HAVE BEEN PRE -PAID.
1. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE. P/L. R/W. ETC.).
7.-
FIRE HYDRANTS REQUIREMENTS ( NUMBER AND LOCATION ) SHALL BE
J. ALL "PROPOSED` INFORMATION TO BE REMOVED FROM MYLAR.
"AS-
Q
AS REWIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE
LEAVING ONLY BUILT' INFORMATION REFLECTED IN
2
FIRE AGENCY WITH INSTALLATIONS IN ACCORDANCE WITH
DRAWINGS.
DEPARTMENT STANDARDS.
3. WATER `AS- BUILTS" MUST INCLUDE
8.-
CONTRACTOR MUST CALL M- DWASAD INSPECTION DIVISION TO ARRANGE
A. PLAN SHOVING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF
FOR A PRE - CONSTRUCTION MEETING 48 HOURS PRIOR TO PROPOSED START
ANY), STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE
OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS. PRIOR TO
(IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY
EXCAVATION.
OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY.
10 -30 -03
B. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT
9.-
DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY
EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH
THIS DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING
6.2
DRAWN BY:
AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND
4. SEWER "AS- GUILTS" MUST INCLUDE
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REQUIREMENTS.
DIP WM
AS SHOWN
A. PLAN SHOWING MANHOLE NUMBER,SIZE AND , MATERIAL OF PIPE,
10.-
WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS
DEFLECTION. IF ANY(FORCEMAIN ONLY) AND LOCATION OF LATERALS
COMPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE
WITH REFERANCE TO MANHOLE
DEPARTMENT AND UN11L THE FOLLOWING DOCUMENTS ARE RECEIVED AND
APPROVED BY THE DEPARTMENT.
B PROFILE SHOWING MANHOLE NUMBER(AS PER PLAN) RIM. AND
INVERT ELEVATIONS (IF MORE THAN ONE INVERT. LABEL NORTH,
1.- EASEMENTS, IF REQUIRED,
SOUTH. ETC) AND STATION STARTING AT 0+00 AT DOWNSTREAM
2.- CONTRACTOR'S WAIVER AND RELEASE OF LIEN.
MANHOLE • OTHER SCALES MAY BE PERMITTED, BUT MUST BE
3.- ABSOLUTE BILL OF SALE
APPROVED BY THE DEPARTMENT PRIOR TO PREPARATION OF
4A.- CONTRACTOR'S LETTER OF WARRANTY (I.E.. LETTER AGREEMENT)
DRAWINGS
B.- DEVELOPER'S CONTRACT BOND (I.E. CONTRACT AGREEMENT)
5. FORCEMAIN "AS- BUILTS" SAME AS WATER
5.- "AS- BUILT" 4 MIL MYLAR 24" X 36" SHOWING SPECIFIC
LOCATIONS. DEPTHS, ETC., OF ALL WATER FACILITIES AS
LOCATED BY A LICENSED SURVEYOR. ALONG WITH
PRINTS OF THE "AS -BUILY WHICH HAS BEEN SIGNED AND
SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD,
AND ENDORSED BY THE CONTRACTOR. (NO. OF PRINTS: 3-FOR WATER.
4-FOR SEWER, AND 5-FOR FORCE MAIN OR PUMP STATION PROJECTS)
6.- HJM LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS
11.- ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MANS TO BE MADE
BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT
REQUIRED LOCATIONS , PROVIDE AND INSTALL MATERIAL WITH
FITTINGS, PRIOR TO TAP.
12.- AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO
M- DWASAD FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER
AND SEWER PERMIT PLANS. UPON REQUEST.
13.-UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR
CONNECTIONS TO EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING
VALVE WILL BE PERFORMED BY DEPARTMENT FORCES UNDER NO
CIRCUMSTANCES WILL THE CON17RACTOR BE PERMITTED TO TAP
EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE.
WATERMAIN PROFILE
SCALE 1 " =20 H: 1"=2 V
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aol.com
A R 0 0 1 2 6
1 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER`
Rodolfo Ibarra PE PA
."
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305-273-1830
z. °y J.+
, 1
Fax 305.598 -1059
0
PE 45901
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DATE:
10 -30 -03
REVISIONS:
PROJECT No.
6.2
6.2
DRAWN BY:
CHECKED BY:
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PROP 6
DIP WM
AS SHOWN
6
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PIPE
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WATERMAIN PROFILE
SCALE 1 " =20 H: 1"=2 V
JCHAS & ASSOCIATES, PA
ARCHITECTURE PLANNING INTERIORS
4361 S.W. 11 TH STREET
Miami, Florida 33146
TEL: (305) 989 3149
FAX: (305) 4471501
JACHASTANET C aol.com
A R 0 0 1 2 6
1 1
OWNERS:
PALMS OF SUNSET J.V.
5835 Blue Lagoon Drive, Suite 200
Miami, Florida 33126
T 786.275.8480
F 786.275.8474
CONSULTANTS:
CIVIL ENGINEER`
Rodolfo Ibarra PE PA
."
10300 Sunset Drive # 275f
Miami Fla 33173\
Tel 305-273-1830
z. °y J.+
, 1
Fax 305.598 -1059
0
PE 45901
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DATE:
10 -30 -03
REVISIONS:
PROJECT No.
03 -060
DRAWN BY:
CHECKED BY:
JC
SCALE:
AS SHOWN
SHEET No.
C. i