HomeMy WebLinkAboutS-1650 Map 11ROOSEVELT ROAD (EXISTIN'-- R//W)
-----�---- 5 SAN. SEWER
\. ONCRETE
3ps \ ONCRETE
14" BRADFORD PEAR �\
�312,
\ if, BRADFORD RE \ 12" BRADFORD PEAR ` \
1 ` _
• I \ `� \�� \377-� --
305+
-1019-
• RR X-TIES `30g-
EDGEING
� `307, ` \
` - - - - - - RR X-TIES EDGEING
\306-
308- \
ASPHALT PAVEMENT
I
L \
-305- \
\I \
TR `� �-� - � 1
¢ M �3
N to I / RR X-TIES EDGEING RR X-TIES EDGEING p5�\
¢ 00 I 1 o r �
-PETE WALKRPZ VALVE
299 < ASPHALT�PAVEMENT
GV r I 3
\ I EAqWALL
2" PP I d 1-STORY METAL BUILDING b \\L \\
z "L=2`9.91 FFE = 303.37 0 \ \I
1 I I 5% MAX. SLOPE
\0 298— III I � ON SIDEWALK
I I s I � • •. l`�
\\ 297 I 1 IIII o I I CONCRETE ===b �i / 3ot.3 1.2j -
9114
\3:1 LOPE
MAX. \
`'' NEW CONSTRUCTION i
PROPOSED ONE STORY / `2 —
BUILDING WITH MEZZANINE.— — — — — — —
o \ 1 \
(9,193 S.F.) �
/ N N FFE = 302.5
w M d
-------2
— — —
— — RETAINING WALL
93
� I 299.:...` - --- _ --
J � �( % 11 298
0 1/ \ 9 Ji123,_ NEW
84DEVKK r . 1
0
2.3 f 1 \ 298 f 10" IP WELDED GAS I LINE
\ f _\\\\ -294- �295-
-294
co ��_-------__
• I / \ 2�33 - - - - - -
\ d / �. - - -- -- - - - - - -293- -
/ --292--------- -- - - -
i
_ _� o n -291- - i
$91 - - - ----- --- _-------290_-_ ��ic❑-
_ _ �289-
1
- - - --xt5TNG-1,� :- - -2Ra- - - TEM. RR SPIKE IN POWER POLE AT
- - - - - -EX STFN� T SQ - - NORTHWEST CORNER OF BUILDING.
_ _ _ GRATE INLET`- - ^'
�R7CT[-IN6ET- _ � F - II = �288_ I ELEV. 302.79
- - - - - 288-
29D �I r \ — ANCADDITIONAL 3EXISTING
WIDTf FOR120'�LEN67H.
GRAPHIC SCALE
U Id
TOP ELEVATION
CAP UNIT ADHERES \
TO TOP UNIT
W/VERSA-LOK
CONCRETE ADHESIVE
�
PANEL HEIGHT -\,,, o
VERSA-LOK MOSAIC
CONCRETE UNITS
io
(COBBLE, ACCENT AND
'
STANDARD UNITS)
c\
SQUARE CUT OR FLAT
FACE UNITS
\\�
8.5' FROM VERTICAL
WALL BATTER ��`
TOE ELEVATIONS �r(
VERSA-LOK STANDARD
UNIT (BASE COURSE)
HANDRAIL
ATTACH TO SIDEWALK
PROVIDE DETAIL TO ARCHITECT
SIDEWALK IMPERVIOUS FILL
12" DEEP
.Z% SLOPE
GEOSYNTHETIC REINFORCEMENT
SEE PROFILE DRAWINGS
FOR LENGTH, TYPE, AND SPACING
12" THICK MIN.
DRAINAGE AGGREGATE
REINFORCED BACKFILL
t 4" DIA. (MIN.) DRAIN PIPE
OUTLET 0 END OF WALL
OR 0 40' CENTERS MAX.
SLOPE TO DRAIN (1/8"/FT.)
IMPERVIOUS FILL
GRANULAR LEVELING PAD
MIN. 6" THICK
TYPICAL SECTION -REINFORCED RETAINING WALL
SCALE: NONE
THESE CONSTRUCTION DETAILS ARE INTENDED AS AN AID IN DESIGNING
ATTRACTIVE, DURABLE RETAINING WALLS WITH THE VERSA-LOK MOSAIC
SYSTEM, OR EQUAL. A FINAL PROJECT SPECIFIC DESIGN SHOULD BE
PREPARED BY A QUALIFIED, LICENSED, PROFESSIONAL ENGINEER HIRED
BY THE CONTRACTOR.
PIN HOLES AND SLOTS FOR 3/4"
SETBACK WALL CONSTRUCTION
STRAIGHT SPLIT FACE
VERSA-LOK STANDARD UNIT
UNIT DIMENSIONS
SCALE: NONE
DETENTION CALCULATD: S
IMPERVIOUS AREA
NEW BUILDING = 10,329 SF OR 0.24 AC.
25 YEAR STORM
EXISTING CONDITION
Cl = 0.45 (CLAY 0 7% SLOPE)
T1 = 8.5 MIN. (100 LF 0 7% SLOPE)
11 = 7.6
DEVELOPED CONDITION
C2 = 1.0
T2 = 5 MIN.
12 = 8.4
DESIGN DISCHARGE
Q=C1 X11 XA=0.45X7.6X2.4=0.82CFS USE 8"PIPE
DIFERENTIAL RUNOFF RATE
R=C2X12-C1 X11=1.0X8.4-0.45X7.6=4.98
TOTAL VOLUME OF DETENTION
V = R X A X T X 60 = 4.98 X 0.24 X 5 X 60 = 359 CF
• r w
REGISTERED
PROFESSIONAL
ENGINEER
py No.4685R. POW"ll
PUTTING GROOVE
OR HALF UNIT
;•UQ Ohs
lL THOMAS D
ENGNEEFING
No.94
y0°c
A
BACK OF NEW CURB
GRASS AREA -
SIDEWALKS SHALL BE TOOLED AT
LEAST 20% OF THE FULL DEPTH
A OF THE SIDEWALK AT 4' INTERVALS.
SIDEWALK DETAM
PLAN VIER
5'-0"
2% �4" GONG.
f - 1 /4" PER FT.
1!ZC��I��/WC
COMPACTED SUBGRADE
6" SUBGRADE TO BE COMPACTED
TO NOT LESS THAN 95% MAX.
DENSITY AS PER A.A.S.H.T.O.
SIDEWALK
SECTION A — A
GRADING PLAN
GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID
PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS
PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO
THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS
PROJECT.
2. WARRANTY/DISCLAIMER. THE DESIGNS REPRESENTED IN THESE PLANS ARE IN
ACCORDANCE WITH ESTABLISHED PRACTICES OF CIVIL ENGINEERING FOR THE DESIGN
FUNCTIONS AND USES INTENDED AT THIS TIME. HOWEVER, NEITHER THOMAS ENGINEERING
COMPANY, INC., NOR ITS PERSONNEL CAN OR DO WARRANTY THESE DESIGNS OR PLANS AS
CONSTRUCTED EXCEPT IN THE SPECIFIC CASES WHERE THOMAS ENGINEERING COMPANY
PERSONNEL INSPECT AND CONTROL THE PHYSICAL CONSTRUCTION ON A CONTEMPORARY
BASIS AT THE SITE.
3. SAFETY NOTICE TO CONTRACTOR. IN ACCORDANCE WITH GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY
RESPONSIBLE FOR CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE
ENGINEER OR OWNER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S
PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE
CONTRACTOR'S SAFETY MEASURES, IN, ON OR NEAR THE CONSTRUCTION SITE.
4. ENGINEER'S NOTICE TO CONTRACTOR. THE CONTRACTOR IS SPECIFICALLY CAUTIONED
THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS
IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS
BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD
LOCATIONS OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON THE PLANS.
5. SEE ARCHITECTURAL PLANS FOR DETAILS ON CONCRETE RAMPS AND SIDEWALKS
ATTACHED TO BUILDINGS.
0z0
6. FINISHED GRADE CONTOURS ARE INDICATED ALONG TOP OF COMPLETED STRUCTURE _ n
TOP OF PAVEMENT AND GUTTER LINE OF CURB, UNLESS OTHERWISE SHOWN. FOR ROUGI 75
GRADING, CONTRACTOR SHALL ALLOW FOR DEPTHS OF TOPSOIL AND CONCRETE
STRUCTURES. FOR FINISH GRADING, CONTRACTOR SHALL INSTALL TOPSOIL AND CONCRI8Ep o
STRUCTURES TO FINISHED GRADE AS INDICATED ON THIS SHEET.
C)zz
7. GRADE TO DRAIN AWAY FROM BUILDING AT MINIMUM 1% SLOPE. o
ac>-a
8. THE GENERAL CONTRACTOR SHALL FURNISH "AS -BUILT" DRAWINGS AT END OF
PROJECT. m uj v
4D�Zp
9. ALL STORM DRAIN LINES AND UTILITY LINES UNDER THE PAVEMENT SHALL BE BAC r
FILLED WITH CRUSHED STONE. Lj o ;
¢I o r-
_ rizRl
( IN FEET
1 inch = 20 ft_