PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
PROPERTY
LINE
5'
CURB AND GUTTER
(SEE NOTE 1)
21'
18'
21'
20'R
(TYP)
4'
19'-10"
16'
24" THERMOPLASTIC
STOP BAR (TYP)
THERMOPLASTIC
DIRECTIONAL
ARROWS
(TYP)
19'-10"
4'
18"
20'
STOP SIGN (R1-1)
HIGH INTENSITY
RETROREFLECTIVE
(SIZE PER M.U.T.C.D
SECTION 2B.03)
(TYP)
24'
6'
18'
18"
6'
9'
23'
24'
WHEEL STOP
(SEE NOTE 5 & 6)
9'
10'
Right of Way
NOTES:
1.
2.
3.
DETAIL N.T.S.
4.
5.
6.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
REFER TO ENGINEERING AND DESIGN STANDARD MI009-2 FOR CURB AND GUTTER SPECIFICATIONS.
REFER TO ENGINEERING AND DESIGN STANDARD MI001-2 THROUGH MI007-2B FOR ACCESSIBLE PARKING
AND STRIPING SPECIFICATIONS.
DIRECTIONAL ARROWS AND STOP BARS SHALL BE THERMOPLASTIC, AND SHALL BE PROVIDED AT ENDS OF
ALL DRIVE AISLES AND AT DRIVEWAY CUTS TO RIGHT OF WAY.
PARKING STALL STRIPING SHALL BE MINIMUM 4" WIDE, FDOT TRAFFIC-RATED WHITE PAINT.
CURBING OR WHEEL STOPS ARE REQUIRED TO PROTECT LANDSCAPE AREAS FROM VEHICULAR
ENCROACHMENT.
REFER TO SEC. 3.41.4.2 DESIGN STANDARDS, FOR REDUCTION OF PERPENDICULAR SPACES TO 18.' REFER
TO SEC. 8.2.2.1 (d), INTERNAL LANDSCAPING REGULATIONS FOR DIVIDING STRIPS AND ISLANDS.
TYPICAL PARKING LOT
LAYOUT
MI001-2
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
BUILDING
12"
SIDEWALK
4"
PAINTED CURB
3'
18"
NO PARKING FIRE LANE
4'
4"
FIRE LANE MARKINGS
1.
SIGNS SHALL BE HIGH INTENSITY RETROREFLECTIVE, TWELVE (12) INCHES WIDE BY EIGHTEEN (18)
INCHES IN HEIGHT, WHITE WITH THREE-INCH HIGH RED LETTERS NOT LESS THAN ONE-HALF INCH WIDE
TO READ "NO PARKING FIRE LANE".
2.
SIGNS SHALL BE DOUBLE FACED, FACE THE DIRECTION OF TRAFFIC FLOW AND SPACED NOT GREATER
THAN SIXTY (60) FEET APART. NO PART OF THE FIRE LANE SHALL BE FURTHER THEN 30 FEET FROM A
SIGN.
3.
SIGNS SHALL BE MOUNTED ON METAL POSTS, NOT LESS THAN TWO (2) INCHES IN SIZE.
4.
THE MINIMUM HEIGHT, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE TOP OF THE
CURB, OR IN THE ABSENCE OF CURB, MEASURED VERTICALLY FROM THE BOTTOM OF THE SIGN TO THE
ELEVATION OF THE NEAR EDGE OF THE TRAVELED WAY SHALL BE 7 FEET.
5.
WHERE A CURB IS PROVIDED, FOUR INCHES (4") OF CURB TOP AND FACE TO BE TRAFFIC YELLOW (FDOT
TRAFFIC RATED PAVEMENT PAINT). STRIPES SHALL BE FOUR INCHES (4") WIDE EXTENDING OUTWARD
TO A WIDTH OF FOUR (4) FEET FROM CURB WITH THREE (3) FEET BETWEEN EACH STRIPE. STRIPING TO
BE TWO (2) COATS OF YELLOW, FDOT TRAFFIC-RATED PAVEMENT PAINT.
6.
LETTERS NOT LESS THAN FOUR (4) INCHES IN HEIGHT AND NOT LESS THAN TWO (2) INCHES IN WIDTH
WITHIN THE STRIPING (BETWEEN THE POSTED SIGNS) TO READ "NO PARKING FIRE LANE". LETTERING
TO BE TRAFFIC YELLOW FDOT TRAFFIC RATED PAVEMENT PAINT.
7.
SIGNS AND PAINTING ARE TO BE MAINTAINED BY THE PROPERTY OWNER.
4'
NO PARKING LOADING ZONE
4"
LOADING ZONE MARKINGS
1.
STRIPES SHALL BE FOUR INCHES (4") WIDE EXTENDING OUTWARD WITH FOUR (4) FEET BETWEEN EACH
STRIPE. STRIPING TO BE TWO (2) COATS OF YELLOW, FDOT TRAFFIC-RATED PAVEMENT PAINT.
2.
LETTERS NOT LESS THAN FOUR (4) INCHES IN HEIGHT AND NOT LESS THAN TWO (2) INCHES IN WIDTH TO
READ "NO PARKING LOADING ZONE". LETTERING TO BE TRAFFIC YELLOW FDOT TRAFFIC RATED PAVEMENT
PAINT.
3.
LOADING ZONE SIZING SHALL BE PER CITY OF ALTAMONTE SPRINGS LAND DEVELOPMENT CODE 3.41.5.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
TYPICAL FIRE LANE AND
LOADING ZONE
REQUIREMENTS
MI002-1
ISSUED 2017
REVISED 03/08/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
Accessible Parking Spaces
Accessible parking spaces shall be provided in accordance with the current
Florida Accessibility Code, Americans with Disabilities Act and any applicable
Fair Housing Act requirements, including the following notes:
1.
Any commercial real estate property owner offering parking for the
general public shall provide specially designed and marked motor
vehicle parking spaces for the exclusive use of physically disabled
persons who have been issued parking permits pursuant to state law.
2.
All spaces shall have an accessible curb-ramp or curb-cut to allow
access to the building served. It shall be located so that users will not be
compelled to wheel behind parked vehicles.
NOTE:
The minimum number of accessible parking spaces shall comply with the
following table:
TOTAL PARKING SPACES
REQUIRED NUMBER OF
ACCESSIBLE SPACES
Up to 25.............................................................................................1
26 to 50..............................................................................................2
51 to 75..............................................................................................3
76 to 100............................................................................................4
101 to 150..........................................................................................5
151 to 200..........................................................................................6
201 to 300..........................................................................................7
301 to 400..........................................................................................8
401 to 500..........................................................................................9
501 to 1000........................................................................2% of Total
Over 1000.................................................................20 plus 1 for each
100 over 1000
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
ACCESSIBLE PARKING
SPACES
MI003-1
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
SEE DETAIL MI007 FOR
RESERVE PARKING SIGNAGE
SPECIFICATIONS. (SIGN SHALL
NOT BE PLACED IN THE
ACCESSIBLE ROUTE.)
MIN. ROUTE WIDTH = 44"
20' TO CURB FACE
SEE MI006-1 DETAIL
FOR DISABLED SYMBOL
SPECIFICATIONS
3 - 6" WHITE CHEVRONS
EQUALLY SPACED PER AISLE
5'
WHITE
BLUE
5'
ITE
WH
WHITE
2"
WHITE
BLUE
BLUE
WHITE
WHITE
WHITE
6" (TYP)
9' MIN.
6" (TYP)
2" (TYP)
6" (TYP)
REF: FDOT INDEX 17346
12' MIN.
NOTES:
1.
EACH ACCESSIBLE PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE PAINT, AND SHALL
BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE-GRADE SIGN BEARING THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY, AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS
SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL DISABLED PARKING SPACES
MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE
DEPARTMENT OF TRANSPORTATION.
2.
PARKING SPACE WIDTH AND ACCESS AISLES SHALL BE MEASURED FROM CENTER OF WHITE STRIPE
TO CENTER OF WHITE STRIPE.
3.
THIS DETAIL IS PROVIDED TO SUPPORT LDC SECTION 3.41.3.2
4.
WHERE CURBING EXISTS PARALLEL TO STALL, BLUE LINE SHALL BE REQUIRED ADJACENT TO CURB
(WHITE LINE WILL NOT BE REQUIRED).
5.
CURB RAMPS CONSTRUCTED ON EXISTING SITES OR FACILITIES MAY HAVE SLOPES AND RISES AS
ALLOWED IN ADA 4.1.6 (3) (a) IF SPACE LIMITATIONS PROHIBIT THE USE OF A 1:12 SLOPE OR LESS.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
ACCESSIBLE PARKING SINGLE SPACE STRIPING
MI004-5
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
SEE DETAIL MI007 FOR
RESERVE PARKING SIGNAGE
SPECIFICATIONS. (SIGN SHALL
NOT BE PLACED IN THE
ACCESSIBLE ROUTE.)
SEE MI006 DETAIL
MIN. ROUTE WIDTH = 44"
FOR DISABLED SYMBOL
SPECIFICATIONS
3 - 6" WHITE CHEVRONS
EQUALLY SPACED PER AISLE
ITE
5'
BLUE
WH
WHITE
WHITE
BLUE
20' TO CURB FACE
5'
WHITE
2" (TYP)
6" (TYP)
2" (TYP)
12' MIN
NOTES:
WHITE
REF: FDOT INDEX 17346
BLUE
BLUE
WHITE
BLUE
BLUE
WHITE
6" (TYP)
12' MIN
1.
EACH ACCESSIBLE PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE PAINT, AND SHALL
BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE-GRADE SIGN BEARING THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY, AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS
SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL DISABLED PARKING SPACES
MUST BE SIGNED AND MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE
DEPARTMENT OF TRANSPORTATION.
2.
PARKING SPACE WIDTH AND ACCESS AISLES SHALL BE MEASURED FROM CENTER OF WHITE STRIPE
TO CENTER OF WHITE STRIPE.
3.
THIS DETAIL IS PROVIDED TO SUPPORT LDC SECTION 3.41.3.2
4.
WHERE CURBING EXISTS PARALLEL TO STALL, BLUE LINE SHALL BE REQUIRED ADJACENT TO CURB
(WHITE LINE WILL NOT BE REQUIRED).
5.
CURB RAMPS CONSTRUCTED ON EXISTING SITES OR FACILITIES MAY HAVE SLOPES AND RISES AS
ALLOWED IN ADA 4.1.6 (3) (a) IF SPACE LIMITATIONS PROHIBIT THE USE OF A 1:12 SLOPE OR LESS.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
ACCESSIBLE PARKING MULTIPLE SPACE STRIPING
MI005-5
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
4"(TYP)
NOTES:
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
1.
SYMBOL SHALL BE 42"x42" OR 48"x48".
2.
THIS SYMBOL TO BE WHITE FDOT TRAFFIC RATED PAINT.
ACCESSIBLE PARKING PAVEMENT SYMBOL
REQUIREMENTS
MI006-1
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
R=1.5"
12"
FTO-25
NOTES: (DISABLED SIGN ONLY)
1.5"
1.
ALL LETTERS SHALL BE BLACK AND 1" IN HEIGHT
AND SPACED 1" APART. LETTERS ARE TO BE
SERIES "B" OR "C", PER MUTCD.
2.
TOP PORTION OF SIGN SHALL BE BLUE
BACKGROUND WITH WHITE LEGEND AND BORDER.
3.
BOTTOM PORTION OF SIGN SHALL BE WHITE
BACKGROUND WITH BLACK BORDER.
DISABLED
4.
ONE SIGN REQUIRED FOR EACH PARKING SPACE.
PERMIT
5.
THE MINIMUM HEIGHT, MEASURED VERTICALLY
FROM THE BOTTOM OF THE ACCESSIBLE SIGN TO
THE TOP OF THE CURB, OR IN THE ABSENCE OF
CURB, MEASURED VERTICALLY FROM THE BOTTOM
OF THE SIGN TO THE ELEVATION OF THE NEAR
EDGE OF THE TRAVELED WAY SHALL BE 7 FEET.
6.
SIGNS SHALL BE HIGH INTENSITY
RETROREFLECTIVE.
6"
PARKING BY
0.5 "
1"
1"
18"
ONLY
1.5"
12"
NOTES: (COMPACT PARKING SIGN ONLY)
4"
2"
1.
SIGNS SHALL HAVE A WHITE BACKGROUND WITH
GREEN LETTERS AND BORDER.
2.
SERIES OF COMPACT PARKING SPACES SHALL
BE IDENTIFIED BY A SIGN IN THE CENTER AND ON
EACH END. GREEN ARROWS SHALL BE USED AS
NEEDED FOR CLARIFICATION.
3.
THE MINIMUM HEIGHT, MEASURED VERTICALLY
FROM THE BOTTOM OF THE SIGN TO THE TOP OF
THE CURB, OR IN THE ABSENCE OF CURB,
MEASURED VERTICALLY FROM THE BOTTOM OF
THE SIGN TO THE ELEVATION OF THE NEAR EDGE
OF THE TRAVELED WAY SHALL BE 7 FEET.
4.
SIGNS SHALL BE HIGH INTENSITY
RETROREFLECTIVE.
2"
2"
18"
2"
2"
4"
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
RESERVED PARKING
SIGNAGE
MI007-2A
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
12"
FTO-25
NOTES:
1.
ALL LETTERS SHALL BE BLACK AND 1" IN HEIGHT
AND SPACED 1" APART. LETTERS ARE TO BE
SERIES "B" OR "C", PER MUTCD.
2.
TOP PORTION OF SIGN SHALL BE BLUE
BACKGROUND WITH WHITE LEGEND AND BORDER.
3.
BOTTOM PORTION OF SIGN SHALL BE WHITE
BACKGROUND WITH BLACK BORDER.
4.
ONE SIGN REQUIRED FOR EACH PARKING SPACE.
5.
THE MINIMUM HEIGHT, MEASURED VERTICALLY
FROM THE BOTTOM OF THE ACCESSIBLE SIGN TO
THE TOP OF THE CURB, OR IN THE ABSENCE OF
CURB, MEASURED VERTICALLY FROM THE BOTTOM
OF THE SIGN TO THE ELEVATION OF THE NEAR
EDGE OF THE TRAVELED WAY SHALL BE 7 FEET.
6.
SIGNS SHALL BE HIGH INTENSITY
RETROREFLECTIVE.
7.
OPTION: THE HEIGHT TO THE BOTTOM OF THE
TWO (2) SECONDARY SIGNS MOUNTED BELOW
ANOTHER SIGN MAY BE SIX FEET (6').
1" 1"
6"
1.5 "
R=1.5 "
18"
PARKING BY
DISABLED
PERMIT
ONLY
1.5"
0.5 "
6"
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
RESERVED PARKING
SIGNAGE
MI007-2B
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
4' X 6" DIAMETER
BOLLARDS
15' MINIMUM
10' MINIMUM
APPROVED SCREEN
(3 SIDES)
3-5 CU.YD. TRASH
CONTAINER
CONCRETE PAD
6" THICK
NO PARKING
AREA
CONCRETE APRON
6" REINFORCED SECTION
8' MINIMUM
EDGE OF PAVEMENT
6'
PLAN
6"
6" REINFORCED CONCRETE
PAD (CONCRETE-3500 P.S.I.)
NOTES:
ELEVATION
1.
2.
3.
4.
A STRAIGHT LINE MANEUVERING DISTANCE OF 55' MUST BE PROVIDED FOR REFUSE VEHICLE ACCESS.
THE AREA ABOVE THE ENCLOSURE MUST BE FREE OF WIRES AND OTHER OVERHEAD OBSTRUCTIONS.
SCREENING MATERIAL MUST BE INDICATED FOR REVIEW BY THE CITY. REFER TO LAND DEVELOPMENT CODE,
SECTION 6.1.15, FOR APPROVED MATERIALS. WALL FINISH MUST MATCH BUILDING FINISH.
5. DOORS ENCLOSING THE DUMPSTER PAD ARE REQUIRED.
6. THE DESIGNER MUST CONTACT A CITY FRANCHISED WASTE HAULER TO DETERMINE REQUIRED CONTAINER
AND PAD SIZE.
7. PAD MUST PROVIDE POSITIVE DRAINAGE TO A STORM WATER SYSTEM.
8. DESIGNER MUST DEMONSTRATE, USING STANDARD TEMPLATES, THE REFUSE VEHICLE ACCESS ROUTE TO
AND FROM THE DUMPSTER ENCLOSURE.
9. THIS DETAIL APPLIES TO BOTH REFUSE AND RECYCLING ENCLOSURES.
10. STRIPES SHALL BE FOUR INCHES (4") WIDE EXTENDING OUTWARD WITH FOUR (4) FEET BETWEEN EACH
STRIPE. STRIPING TO BE TWO (2) COATS OF YELLOW, FDOT TRAFFIC-RATED PAVEMENT PAINT.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
DUMPSTER PAD &
ENCLOSURE
MI008-3
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
6"
R=3/4"
typ.
18"
R=2"
6"
4"
2"
R=3/4"
R=3"
VARIES
1-1/4" - 2"
1/4"
VARIES
6" - 8"
6"
6"
VARIES
1-1/4" - 2"
18"
6"
VARIES
10" - 12"
SUB-BASE
12"
8"
F.D.O.T. TYPE "F" CURB
12"
R=3/4"
typ.
HEADER CURB
VARIES
1-1/4" - 2"
1/4"
9"
R=3/4"
typ.
VARIES
6" - 8"
6"
12"
1'
12"
2'
RIBBON CURB
Same Slope as
Adjacent Pavement
16"
9"
VARIES
10" - 12"
SUB-BASE
MIAMI CURB
R=3/4"
1/4"
7"
VARIES 10" - 12"
SUB-BASE
12"
VARIES
10" - 12"
SUB-BASE
7"
Circulating
Roadway
Pavement
R=3/4"
9"
Joint Seal
R=3/4"
3"
5"
R=3/4"
12"
11"
R=1-1/8"
R=3/4"
R=1-3/4"
R=3/4"
6"
9"
R=3/4"
1/2" Exp. Joint and
Preformed Joint Filter
Concrete Pavement
2'-3"
Traffic Bearing Section For Use In
Roundabout Central Island Construction
TYPE "A" CURB
TYPE "RA" CURB
NOTES:
1.
ALL CURBS TO BE CONSTRUCTED OF 28 DAY, 3,000 P.S.I. CONCRETE.
2.
1/2" PRE-MOLDED EXPANSION JOINT REQUIRED EVERY 500', CONSTRUCTION JOINT
REQUIRED EVERY 10' MAXIMUM (4' MINIMUM).
3.
1/2" PRE-MOLDED EXPANSION JOINT REQUIRED AT EACH SIDE OF ALL STORM INLET
STRUCTURES AND AT ALL RADIUS POINTS.
4.
SUB-BASE TO BE COMPACTED AND TESTED TO 98% MINIMUM DENSITY WITH MINIMUM
L.B.R. 40 BASED ON AASHTO T-180 MODIFIED PROCTOR TEST.
5.
EXPANSION JOINT MATERIAL MUST COVER THE ENTIRE CROSS SECTION OF CURB.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
STANDARD CURB
CONSTRUCTION
MI009-2
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
SAW CUT AND
TACK COAT EDGE
2'-0"
EXISTING
ASPHALTIC CONCRETE
PROPOSED
ASPHALTIC CONCRETE
EXISTING BASE
PROPOSED
BASE
EXISTING SUB-BASE
PROPOSED
STABILIZED SUB-BASE
PROPOSED
EXISTING
PAVEMENT CROSS SECTION DETAILS
COMMERCIAL/INDUSTRIAL DRIVEWAYS AND PARKING LOTS
PROPOSED
PAVEMENT SECTION
AUTOMOBILE TRAFFIC
ALL OTHER VEHICULAR TRAFFIC
ASPHALTIC CONCRETE
(SEE NOTE 2)
1-INCH SP 9.5
OR FC 9.5 (MIN.)
1.5-INCH SP 12.5
OR FC 12.5 (MIN.)
BASE
LIMEROCK
(SEE NOTE 3)
6-INCH (MIN.)
8-INCH (MIN.)
STABILIZED
SUB-BASE
(SEE NOTE 3)
8-INCH (MIN.)
10-INCH TO 12-INCH (MIN.)
NOTES:
1.
IN ALL CASES, THE ENGINEER SHALL PROVIDE A PAVEMENT CONSTRUCTION WHICH SHALL BE
DESIGNED USING GOOD ENGINEERING PRINCIPLES AND ANALYSES, EVEN IF THE PAVEMENT
CONSTRUCTION MUST EXCEED THE DIMENSIONS SET OUT IN THIS CODE.
2.
CONCRETE PAVEMENT MAY BE UTILIZED IN LIEU OF ASPHALT PAVING UPON SUBMITTAL OF AN
ACCEPTABLE DESIGN THICKNESS WHICH WOULD GENERALLY BE A MINIMUM OF FIVE INCHES FOR
AUTOMOBILE TRAFFIC AND SIX INCHES FOR OTHER VEHICLES. ALL CONCRETE SHALL HAVE A
MINIMUM DESIGN THICKNESS OF 3,000 PSI.
3.
THE BASE AND SUB-BASE SHALL HAVE A MINIMUM DENSITY (ASTM-T180) 98 PERCENT AND A
MINIMUM FLORIDA BEARING VALUE (FBV) OF 75 OR LIME ROCK BEARING RATIO OF 40. ALL
MATERIALS USED SHALL BE IN ACCORDANCE WITH THE LATEST APPLICABLE FLORIDA
DEPARTMENT OF TRANSPORTATION (FDOT) SPECIFICATIONS OR AS APPROVED BY THE CITY
ENGINEER.
5.
REFER TO CITY OF ALTAMONTE SPRINGS LAND DEVELOPMENT CODE 6.1.3.6 AND ARTICLE XI,
ACCESS CONTROL FOR ADDITIONAL REQUIREMENTS.
6.
ALTERNATIVES OR MODIFICATIONS SUBJECT TO CITY ENGINEER APPROVAL.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
PAVEMENT CROSS SECTION
& BUTT JOINT
(COMMERCIAL)
MI010-2
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
P.T.
1/2"
4" typ.
d/4
5' typ.
d
P.C.
5' Min.*
TYPE A JOINT
TYPE A JOINT
TYPE B JOINT
1/2" PRE-MOLDED EXPANSION
TYPE B JOINT
* Minimum 5' in R/W and
ADA required width on-site.
SIDEWALK CONSTRUCTION
1.
SIDEWALKS, BIKE PATHS, RAMPS, AND DRIVEWAY APRONS SHALL BE CONSTRUCTED OF PLAIN PORTLAND
CEMENT CONCRETE WITH A MAXIMUM SLUMP OF 3 INCHES, A MINIMUM DEVELOPED COMPRESSIVE STRENGTH OF
3,000 P.S.I. IN 28 DAYS, AND A MINIMUM UNIFORM THICKNESS OF 4 INCHES WHERE INTENDED SOLELY FOR
PEDESTRIAN TRAFFIC, AND 6 INCHES THICK WHERE MOTOR VEHICLES ARE LIKELY TO CROSS.
2.
SIDEWALKS AND BIKE PATHS SHALL BE PLACED PARALLEL TO, AND ONE FOOT WITHIN THE RIGHT-OF-WAY LINE
EXCEPT THAT THE CITY MAY APPROVE DEVIATIONS TO SAVE SPECIMEN TREES PROVIDED THAT THE PAVEMENT
REMAINS WITHIN THE RIGHT-OF-WAY, OR ADJACENT EASEMENT DEDICATED FOR SIDEWALK USE, IS NOT
DIMINISHED IN WIDTH, AND REMAINS AT LEAST 3 FEET FROM THE EDGE OF THE STREET PAVEMENT, UNLESS
OTHERWISE APPROVED BY THE CITY.
3.
THE TOP OF THE CONCRETE SHALL BE AT AN ELEVATION NO LOWER THAN THE CROWN OF THE ADJACENT
ROADWAY, AND NO HIGHER THAN 6 INCHES ABOVE THE CROWN UNLESS APPROVED BY THE CITY TO MAKE A
MORE NATURAL TRANSITION WITH THE ADJACENT LAND. UNDER NO CIRCUMSTANCES WILL THE SIDEWALK
EXCEED ADA MAXIMUM GRADES.
4.
ISOLATION JOINTS (TYPE A JOINTS) SHALL BE PROVIDED BETWEEN EXISTING SLABS OR STRUCTURES AND FRESH
CONCRETE, TO SEPARATE PEDESTRIAN SECTIONS FROM SECTIONS WHICH WILL ENCOUNTER VEHICLE TRAFFIC,
TO SEPARATE FRESH PLACEMENT FROM CONCRETE WHICH HAS SET FOR MORE THAN 60 MINUTES, AND NO
FARTHER APART THAN 30 FEET IN SIDEWALKS AND BIKE PATHS. JOINT MATERIAL SHALL BE AS SPECIFIED IN FDOT
STANDARDS AND SPECIFICATIONS AND SHALL BE RUBBER, PLASTIC OR OTHER APPROVED NON-BIODEGRADABLE
ELASTOMERIC MATERIAL. WOOD IS PROHIBITED.
5.
CONTROL JOINTS (TYPE B JOINTS) SHALL BE TOOLED INTO THE FRESH CONCRETE, OR SAW-CUT WITHIN 24 HOURS
OF PLACEMENT, TO A DEPTH EQUAL TO 1/4 THE SLAB THICKNESS AND SPACED APART A DISTANCE EQUAL TO THE
WIDTH OF THE SLAB OR 5 FEET, WHICHEVER IS GREATEST.
6.
THE SLAB SURFACE SHALL BE BROOM FINISHED TO BE SLIP RESISTANT, AND SHALL MATCH AS CLOSELY AS
POSSIBLE THE FINISH OF EXISTING ADJACENT SLABS AND ALL EDGES SHALL BE TOOLED TO ELIMINATE SHARP
CORNERS.
7.
THE BEARING SUBSURFACE SHALL HAVE ALL ORGANIC, LOOSE, AND DELETERIOUS MATTER REMOVED, AND THE
REMAINING CLEAN SOIL SHALL BE SMOOTH, SOUND, AND SOLID. ANY FILL MATERIAL SHALL BE COMPACTED WITH
A VIBRATORY OR IMPACT COMPACTION MACHINE IN MAXIMUM 12 INCH LIFTS OR COMPACTED WITH A HAND
TAMPER IN MAXIMUM 4 INCH LIFTS. THE CITY SHALL REQUIRE A COMPACTION TEST FOR EACH LIFT IF THE TOTAL
FILLED SECTION IS MORE THEN 12 INCHES DEEP OR IF THE SUBSURFACE HAS BEEN DISTURBED MORE THAN 12
INCHES DEEP. WHERE SUCH TEST IS REQUIRED, THE RESULTS SHALL SHOW A MINIMUM PROCTOR FIELD DENSITY
OF 95 PERCENT.
8.
ALL CONCRETE WORK IN THE RIGHT-OF-WAY SHALL BE INSPECTED BY THE CITY AFTER THE SUBSOIL IS
PREPARED AND THE FORMS ARE SET, BUT BEFORE THE CONCRETE PLACEMENT BEGINS.
9.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE FINISHED SLAB FROM ALL DAMAGE AND
VANDALISM UNTIL THE CITY ACCEPTS OR APPROVES THE SLAB.
10. SIDEWALKS LOCATED WITHIN THE RIGHT-OF-WAY SHALL NOT BE TINTED, STAINED, COLORED, OR COATED,
UNLESS APPROVED BY THE CITY ENGINEER.
11. ALL FORMS SHALL BE REMOVED PRIOR TO ACCEPTANCE OR APPROVAL AND THE DISTURBED GROUND SHALL BE
BACK-FILLED, RE-GRADED, AND SODDED SO THAT THE WEAR SURFACE OF THE CONCRETE IS REASONABLY FLUSH
WITH THE ADJACENT GRADE.
12. THE CITY MAY REQUIRE ADDITIONAL JOINTS AROUND UTILITY STRUCTURES LOCATED WITHIN THE SIDEWALK.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
SIDEWALK CONSTRUCTION
REQUIREMENTS
MI011-2
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
4' or 8'
6'
1'6"
3' or 5'
2'
1'6"
6' or 8'
4' or 8'
CURB
2'
typ.
TRANSITION
TYP.
3' or 5'
1'
1'
GENERAL NOTES
1.
RAMP LOCATIONS ARE TO BE COORDINATED WITH AND IN CONFORMANCE
WITH CROSSWALK MARKING DETAILS SHOWN IN THE PLANS.
2.
CURBED RAMPS SHALL HAVE FLARED SIDES WITH A MAXIMUM SLOPE OF 12:1.
3.
RAMPS SHALL HAVE A TACTILE SURFACE, TEXTURED TO A DEPTH NOT
EXCEEDING 1/8". TACTILE SURFACE IS NOT REQUIRED ON SITE.
4.
RAMPS ARE TO BE CONSTRUCTED AT ALL LOCATIONS SHOWN IN THE PLANS
EVEN WHEN A SIDEWALK IS NOT CONSTRUCTED CONCURRENTLY.
5.
NO CURB TRANSITION IS NEEDED FOR MIAMI CURBS.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
SIDEWALK & BIKE PATH
RAMPS
MI012-1
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
WHY A BARRIER?
1. TO PROTECT ALL ABOVE GROUND PORTIONS
DRIP LINE
2. TO PROTECT SOIL NEAR TREE FROM
COMPACTION
3. PROVIDES PHYSICAL AND MENTAL AWARENESS OF TREES' PRESENCE TO EQUIPMENT
OPERATORS
WHY IT WORKS
1. NO HEAVY EQUIPMENT ALLOWED INSIDE
BARRIER, ONLY HAND LABOR
2. NO CONSTRUCTION MATERIALS OR TEMPORARY
SOIL DEPOSITS ALLOWED INSIDE THIS AREA
BY OBSERVING THESE TWO SIMPLE PRINCIPLES,
A TREES' CHANCE FOR SURVIVAL IS GREATLY
ENHANCED
5"
SPECIFICATIONS FOR WOOD BARRIER
MIN.
1. MINIMUM RADIUS TO BE PROTECTED IS
ENTIRE DRIP LINE
3'
MIN.
2. MINIMUM 3' IN HEIGHT
HORIZONTAL
ROPES (2)
UPRIGHT
3. UPRIGHTS- THE EQUIVALENT OF 2"x4"
LUMBER ON 6' MINIMUM CENTERS
4. HORIZONTAL- THE EQUIVALENT OF TWO
COURSES OF 1/2" ROPING WITH YELLOW
PLASTIC TAPE FLAGGING
5. BARRIERS TO BE ERECTED AROUND TREES
TO REMAIN BEFORE CONSTRUCTION OR
NEARBY TREES ARE REMOVED
NOTE:
BARRIER MUST BE ERECTED
PRIOR TO CONSTRUCTION
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
6. BARRIERS TO REMAIN IN PLACE UNTIL
ALL PAVING, CONSTRUCTION AND HEAVY
EQUIPMENT IS OUT OF AREA
TREE PROTECTION
MEASURES
MI013-0
ISSUED 2017
REVISED 03/01/2017 BY DJB
LOCATION MAP
MASTER DEVELOPMENT NAME
PROJECT NAME
REQUIRED
APPROVAL CHECKLIST
PROJECT ADDRESS
OWNER/DEVELOPER NAME
OWNER/DEVELOPER ADDRESS
(XXX) XXX-XXXX
DATE
YES or NO APPROVED
CITY AGREEMENTS AND APPROVALS
PLAT APPROVAL
ENGINEER'S ESTIMATE
PERFORMANCE BOND
SHOP DRAWINGS
DEVELOPERS AGREEMENT
INFRASTRUCTURE CONSTRUCTION,
MAINTENANCE, AND EASEMENT AGREEMENT
OTHER AGREEMENTS (DESCRIBE BELOW)
PROJECT DESCRIPTION
REQUIRED
AGENCY PERMITS REQUIRED FOR COMMENCEMENT
YES or NO
OF DEVELOPMENT
FDEP DRINKING WATER
FDEP DOMESTIC WASTEWATER
FDEP NPDES CGP
SJRWMD ERP
SEMINOLE COUNTY RIGHT-OF-WAY
FDOT RIGHT-OF-WAY
CITY SITE IMPROVEMENT PERMIT (INCL ARBOR)
NOTE: SIGNAGE REQUIRES SEPARATE PERMITS
SHEET INDEX
WAIVER/VARIANCE REQUESTS
PERMIT
NUMBER
LETTER OF
DETERMINATION
DATE
REQUIRED
YES or NO
INFRASTRUCTURE TO BE DEDICATED TO CITY
COMPLIANCE STATEMENT
ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET FORTH IN THE CITY OF ALTAMONTE SPRINGS LAND DEVELOPMENT CODE
AND/OR ZONING REGULATIONS.
STREETS / R-O-W
POTABLE WATER
RECLAIMED WATER
SANITARY SEWER
STORMWATER
REQUIRED
CONTACTS
UTILITIES:
WATER, SEWER AND RECLAIMED WATER
CITY OF ALTAMONTE SPRINGS
225 NEWBURYPORT AVE.
ALTAMONTE SPRINGS, FL. 32701
PW ADMIN. 407-571-8340
AS-BUILT SURVEY (ATTESTED)
CERTIFIED RECORD DRAWINGS
LETTER OF CLEARANCE - FDEP WATER
LETTER OF CLEARANCE - FDEP WASTEWATER
SJRWMD CERTIFICATION OF COMPLETION
MAINTENANCE BOND ( ___ YEARS )
ITEMIZED CONSTRUCTION COSTS
BILL OF SALE
NON-PLATTED EASEMENTS (LIST)
FINAL REPORT - SITE INSPECTOR
FINAL REPORT - AS-BUILT / RECORD CONFORMITY
PROJECT IS TO BE COMPLETED AS A SINGLE PHASE
PROJECT IS TO BE COMPLETED IN MULTIPLE PHASES
(PHASING PLAN IS INDICATED ON THE SITE PLAN SHEET)
TYPE OF SITE PLAN APPLICATION (Check One)
Preliminary Plan
Combined Preliminary / Final
Other _______________________
DATE
YES or NO APPROVED
REQUIRED CLOSE-OUT DOCUMENTATION
STATEMENT OF PROJECT PHASING (Check One)
DESCRIBE
Final Plan
Site Plan Revision
CERTIFICATION OF PROJECT ENGINEER:
MI014-5 STANDARD DEVELOPMENT COVER SHEET.DWG REVISED 03/01/2017 BY:DJB
Prepared By:
Engineer of
Record:
The undersigned, a duly registered Professional within the meaning and intent of Chapter
471, Florida Statutes, hereby certifies that these plans have been prepared in conformity
with the requirements of the Land Development Code of the City of Altamonte Springs. In
addition, the undersigned understands and acknowledges that, in order to receive
Certificate(s) of Completion and/or Occupancy, the items above must be provided to the
City as described in Article 16 of the Land Development Code.
Engineering Firm of Record
Street Address
City, State Zip
(xxx) xxx-xxxx
___________________________________
Signature
Name of Engineer, PE Florida Reg. No. XXXXX
SUBMITTED TO:
CITY OF ALTAMONTE SPRINGS
DEVELOPMENT REVIEW COMMITTEE
_________
Date
REVISIONS
DATE
BY
DESCRIPTION
DATE
BY
1
DESCRIPTION
SHEET
1
OF
1
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
MI015-2
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
CITY LOGO
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
10' (MIN)
18' (MAX)
5' (MIN)
(TYP)
PL
4" TH, 2,500 PSI (MIN)
CONCRETE DRIVEWAY
ISOLATION
JOINT
TOOLED JOINT, 5' O.C.
4" THICK (MIN)
SIDEWALK
5' WIDE
4" THICK (MIN)
SIDEWALK
5' WIDE
PL
6" THICK, 2,500 PSI (MIN)
CONCRETE WALK
W/ FIBERMESH OR
#10, 6x6 WWF
ISOLATION
JOINT
6" TH, 2,500 PSI (MIN) CONCRETE APRON
W/ FIBERMESH OR #10 6x6 WWF
24' (MAX)
2' VALLEY GUTTER OR DROP CURB
(STREET)
APRON FLARE WIDTH: MINIMUM 2' EACH SIDE.
MAXIMUM 3' EACH SIDE,
NOT TO EXCEED 24' TOTAL WIDTH.
NOTES:
1.
2.
3.
4.
5.
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
MINIMUM CONCRETE STRENGTHS ARE BASED ON 28-DAY TESTS AS PER ASTM C1074-98.
REFER TO MI011-2 FOR SIDEWALK CONSTRUCTION REQUIREMENTS.
CONCRETE PAVEMENT JOINTS SHALL BE AS SPECIFIED IN FDOT DESIGN STANDARD INDEX
NO. 305. WOOD IS PROHIBITED.
CENTER LINE SHALL BE MINIMUM 40' FROM CENTER LINE OF NEAREST EXISTING DRIVEWAY.
CENTERLINE OF DRIVEWAY SHALL BE 50' MINIMUM FROM RIGHT OF WAY LINE OF A
INTERSECTION.
RESIDENTIAL DRIVEWAY
CONSTRUCTION
MI016-3
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
PASSENGER CAR
(FIGURE 2)
ANGLE TYPE
EMERGENCY FIRE APPARATUS
(FIGURE 3)
MAX ANGLE
16.4
11.0
10.9
MAX ANGLE
A APPROACH ANGLE
B RAMP ANGLE
C DEPARTURE ANGLE
PROPERTY
LINE
A APPROACH ANGLE
B RAMP ANGLE
C DEPARTURE ANGLE
ANGLE TYPE
N
OW
AY D
W
E
DRIV
8.7
4.2
7.0
TOP OF CURB
LEVEL LINE
FIGURE 1
A
C
B
FIGURE 2
A
B
C
FIGURE 3
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
DRIVEWAY APPROACH &
DEPARTURE ANGLES
MI017-0
ISSUED 2017
REVISED 03/01/2017 BY DJB
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
6" X 12" CONCRETE CURB OR OTHER
MANUFACTURER'S SPECIFIED RESTRAINT SYSTEM
MORTARLESS
BRICK PAVING
1" - 1 1/2" SAND
SETTING BED
COMPACTED EARTH
MIN. 4" COMPACTED
AGGREGATE BASE
(SEE NOTE 2.)
MORTARLESS BRICK PAVING
CONCRETE CURB EDGING
DRIVEWAY APRON
NOTES:
1.
INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
2.
A SUBGRADE CONSISTING OF GRADED AGGREGATES AND/OR GEOTEXTILE FABRIC
MAY BE REQUIRED WHEN SUBGRADE CONDITIONS ARE POOR.
3.
PAVEMENTS SUBJECTED TO VEHICULAR TRAFFIC MUST BE DESIGNED BY A
PROFESSIONAL ENGINEER TO ACCOMMODATE WHEEL LOADS.
4.
THE PAVING SYSTEM SHOULD BE SLOPED A MINIMUM OF 1/4" PER FOOT AWAY
FROM BUILDINGS, RETAINING WALLS AND OTHER ELEMENTS CAPABLE OF
COLLECTING OR RESTRICTING RUNOFF.
MI018-0
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
BRICK PAVING ASSEMBLIES
ISSUED 2017
REVISED 03/01/2017 BY DJB
4:1
PUBLIC WORKS & UTILITIES ENGINEERING & DESIGN STANDARDS
3:1
SILT FENCE
4:1
A
A
8' MIN.
1'
26' MIN.
2% SLOPE MIN.
8' MIN.
8' MIN.
3:1
26' MIN.
3:1
8' MIN.
3:1
25' MIN.
PLAN VIEW
EXCAVATED MATERIAL SHALL BE
USED FOR PERIMETER BERM.
SOIL FOR BERM SHALL BE
COMPACTED IN THE SAME
MANNER AS TRENCH BACKFILL.
SILT FENCE
4.0' MIN.
1' MIN.
2% SLOPE
1.0' MIN.
3' MIN.
6-MIL PLASTIC
SHEETING TO LINE
BOTTOM AND SIDES
8' MIN.
VEHICLE TRACKING CONTROL
NO. 57 STONE
SECTION A-A
CONCRETE WASHOUT AREA INSTALLATION NOTES:
1.
2.
3.
4.
5.
CONCRETE WASHOUT AREAS SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE.
CONCRETE WASHOUT AREA SHALL INCLUDE A FLAT SUBSURFACE PIT THAT IS AT LEAST 8'X8'. THE SLOPES LEADING OUT OF THE SUBSURFACE PIT SHALL BE 3:1.
THE DEPTH OF THE PIT SHALL BE AT LEAST 3'. THE BERM SURROUNDING THE SIDES AND BACK OF THE CONCRETE WASHOUT AREA SHALL HAVE A HEIGHT OF 1'.
THE VEHICLE TRACKING PAD SHALL BE SLOPED 2% TOWARDS THE CONCRETE WASHOUT AREA. A SILT FENCE SHALL BE INSTALLED ALONG THE TOP OF THE
PERIMETER BERM PER THE DETAIL.
VEHICLE TRACKING CONTROL IS REQUIRED AT THE ACCESS POINT TO ALL CONCRETE WASHOUT AREAS.
A CURB STEP SHALL BE IMPLEMENTED IF A CURB EXISTS AT THE ACCESS POINT TO THE CONCRETE WASHOUT AREA.
HIGHLY VISIBLE SIGNS SHALL BE PLACED AT THE CONSTRUCTION SITE ENTRANCE, WASHOUT AREA AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE
THE LOCATION(S) OF THE CONCRETE WASHOUT AREA(S) TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS.
CONCRETE WASHOUT AREA INSPECTION AND MAINTENANCE NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
THE CITY SITE INSPECTOR SHALL INSPECT THE CONCRETE WASHOUT AREA AT THE FOLLOWING INTERVALS:
A. AFTER INITIAL INSTALLATION.
B. AT LEAST WEEKLY WHILE THE CONCRETE WASHOUT AREA IS PRESENT ON SITE.
CONCRETE WASHOUT MATERIALS SHALL BE REMOVED ONCE THE MATERIALS HAVE REACHED A DEPTH OF 2'.
CONCRETE WASHOUT AREAS SHALL BE ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE.
CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND ALL OTHER DEBRIS IN THE SUBSURFACE PIT SHALL BE TRANSPORTED FROM THE JOB SITE IN
A WATER-TIGHT CONTAINER AND DISPOSED OF PROPERLY.
CONCRETE WASHOUT AREAS SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FOR THE PROJECT IS PLACED.
WHEN CONCRETE WASHOUT AREAS ARE REMOVED, EXCAVATIONS SHALL BE FILLED WITH SUITABLE COMPACTED BACKFILL AND TOP SOIL, ANY DISTURBED
AREAS ASSOCIATED WITH INSTALLATION, MAINTENANCE, AND/OR REMOVAL OF CONCRETE WASHOUT AREAS SHALL BE ROUGHENED, SEEDED AND MULCHED.
CONCRETE WASHOUT CONTAINERS ARE RECOMMENDED TO BE PLACED INSIDE THE CONCRETE WASHOUT AREA FOR LESS MAINTENANCE.
CONCRETE WASHOUT CONTAINERS ARE NOT AN ACCEPTABLE SUBSTITUTE FOR CONCRETE WASHOUT AREAS.
MI019-0
CITY OF ALTAMONTE SPRINGS
950 CALABRIA DRIVE
ALTAMONTE SPRINGS, FLORIDA 32714
CONCRETE WASHOUT
ISSUED 2017
REVISED 03/01/2017 BY DJB
MI901-2 PUBLIC WORKS MINI-MAP TEMPLATE.DWG REVISED 03/01/2017 BY:DJB
EDIT PROJECT TITLE HERE
CITY OF ALTAMONTE SPRINGS
SITE
N
for
City of Altamonte Springs, Florida
Public Works
INDEX OF DRAWINGS
MI902-2 PUBLIC WORKS COVER TEMPLATE (24 BY 36 INCHES).DWG REVISED 03/01/2017 BY:DJB
SHT. NO.
CS
SP
3
4
5
6
7
8
DESCRIPTION
Cover Sheet
Specifications
Site
Site
Site
Site
Site
Standard Details
EDIT / UPDATE
AS REQUIRED
PAT BATES
Mayor
UTILITY CONTACTS
TELEPHONE
CENTURY LINK
800-432-4770
GARDNER HUSSEY
EDIT / UPDATE
AS REQUIRED
Commissioner
LUCIUS CUSHMAN
Commissioner
EDIT / UPDATE
AS REQUIRED
SARAH REECE
ELECTRIC
PROGRESS ENERGY CORPORATION
407-629-1010
Commissioner
JON BATMAN
Commissioner
FRANKLIN W. MARTZ II
WATER/ RECLAIMED WATER/SEWER
CITY OF ALTAMONTE SPRINGS
407-571-8340
Prepared By: City of Altamonte Springs Public Works Department
225 Newburyport Avenue
Altamonte Springs, Florida 32701
Location Map
City Manager
ED TORRES, PE, LEED AP
Director of Public Works & Utilities
NEIL C. RADER, PE
UTILITY LOCATES
SUNSHINE 811
Project Designer:
City Engineer, Division Director of Engineering
City Engineer:
100% Plans
(DATE)
SYMBOL
REVISIONS
BY
DATE
APPRVD
2017
ENGINEERING
AND
DESIGN
STANDARDS
(SEAL AREA)
DESIGNED BY:
X
DRAWN BY:
X
CITY OF ALTAMONTE SPRINGS
PUBLIC WORKS ADMINISTRATION
PROJECT ENGR:
X
225 NEWBURYPORT AVE, ALTAMONTE SPRINGS, FLORIDA 32701
CHECKED BY:
X
APPROVED BY:
X
Sealed By: X X X X , P.E.
FL. Reg. No. X X X X X X
DATE:
X
SCALE:
X
1
MI902-2
PROJECT TITLE
SHEET
1
OF
1
MI903-1 PUBLIC WORKS DRAWING TEMPLATE (24 BY 36 INCHES).DWG REVISED 03/01/2017 BY:DJB
SYMBOL
REVISIONS
BY
DATE
APPRVD
2017
ENGINEERING
AND
DESIGN
STANDARDS
DESIGNED BY:
X
DRAWN BY:
X
CITY OF ALTAMONTE SPRINGS
PUBLIC WORKS ADMINISTRATION
PROJECT ENGR:
X
225 NEWBURYPORT AVE, ALTAMONTE SPRINGS, FLORIDA 32701
CHECKED BY:
X
APPROVED BY:
X
Sealed By: X X X X , P.E.
FL. Reg. No. X X X X X X
DATE:
X
SCALE:
X
1
MI903-1
CITY PROJECTS
SHEET
1
OF
1