HomeMy WebLinkAbout15-1392 2005 Neilsen Point Pl Plans Project Title:
Nr Engineer: Project ID:
�; EHM Engineers, Inc. Project Descr:
'`` BUILDING THE FUTURE ON AFOUNOATION OF EXCELLENCE
Ray's Restaurant
Printed:28 MAY 2015,2:57PPd
Cantilevered Retainin Wall File=y:12014Jo-�11250.14-11AdminkOOCUME-11RETWAL-1.EC6
g ENERCALC,INC.1983-2015,Build:6.15.1.19,Ver:6.15.1,19
Description: Footing Adjacent to R-Wail
Criteria Soil Data Calculations per ACI 318.11, ACI 530.11,IBC 2012,
Retained Height = 11.00 ft Allow Soil Bearing = 2,000,0 psi CBC 2013,ASCE 7.10
Wall height above soil = 0.00 ft Equivalent Fluid Pressure Method
Slope Behind Wall = 0.00:1 Heel Active Pressure = 45.0 psf/ft
Height of Soil over Toe = 14.00 in Toe Active Pressure = 30.0 psf/ft
Water height over heel = 0.0 ft Passive Pressure = 389,0 psf/ft
Vertical component of active Soil Density,Heel = 110.00 pcf
Lateral soil pressure options: Soil Density,Toe = 110.00 pcf
NOT USED for Soil Pressure. Friction Coeff btwn Ftg&Soil = 0.400
USED for Sliding Resistance. Soil heia ht to ignore
NOT USED for Overturning Resistance. i
for pss ve pressure = 12.00 in
Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load
Surcharge Over Heel - 100.0 psf Lateral Load = 0.0 plf Adjacent Footing Load = 2,000.0 Ibs
Used to Resist Sliding&Overturning ...Height to Top = 0.00 ft Footing Width = 2.00 ft
Surcharge Over Toe = 100.0 psf ...Height to Bottom = 0,00 it Eccentricity = 0.00 in
Used for Sliding&Overturning Wall to Ftg CL Dist = 1.00 ft
Axial Load Applied to Stem Footing Type Line Load
Axial Dead Load = 0.0 Ibs Base Above/Below Soil = 1.5 ft
Axial Live Load = 0.0 Ibs Wind on Exposed Stem = 0.0 psf at Back of Wall
Axial Load Eccentricity = 0.0 in Poisson's Ratio = 0.300
Design Summary Stem Construction Top Stem
Stem OK
Wall Stability Ratios Design Height Above Ftg ft= 11,00
Overturning = 2.43 OK Wall Material Above"Ht" = Concrete
Sliding = 1.46 Ratio<1.5! Thickness in= 10.00
Rebar Size = # 6
Total Bearing Load = 9,377 Ibs Rebar Spacing in= 10.00
...resultant ecc. = 12.22 in Rebar Placed at = Center
Design Data
Soil Pressure @ Toe = 2,069 psf NG fb/FB+falFa = 0.000
Soil Pressure @ Heel = 277 psf OK Total Force @ Section Ibs= 0.0
Allowable = 2,000 psf Moment....Actual ft-I= 0.0
Soil Pressure Exceeds Allowable!
ACI Factored @ Toe = 2,563 psf Moment.....Allowable ft-1= 10,399.7
ACI Factored @ Heel = 343 psf Shear.....Actual psi= 0.0
Footing Shear @ Toe = 15.3 psi OK Shear.....Allowable psi= 75.0
Footing Shear @ Heel = 55.3 psi OK Wall Weight psf= 125.0
Allowable = 75.0 psi Rebar Depth 'd' in= 5.00
Sliding Calcs (Vertical Component Used) Lap splice if above in= 12.00
Lateral Sliding Force 3,976.3 Ibs Lap splice if below in= 12.60
less 100%Passive Force = - 2,066.0 Ibs Hook embed into footing in= 12.60
less 100%Friction Force = • 3,750.0 Ibs Concrete Data
Added Force Req'd = 0.0 Ibs OK fC psi= 2,500.0
...,for 1.5:1 Stability = 147.6 Ibs NG Fy psi= 60,000.0
Load Factors
Dead Load 1.200
Live Load 1.600
Earth,H 1,600
Wind,W 1.600 �~�,e1G1NE ,gI
Seismic,E 1.000
4
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Project Title:
Engineer: Proiect ID:
`z EHM Engineers, Inc. ProjectDesce
BUILDING THE FUTURE ON A FOUNDATION OF EXCELLENCE
Ray's Restaurant
Printed:28 MAY 2015.2:67PI.1
Cantilevered Retaining Wall File=y:12014JO-11250.14-1\AdminlDOCUME-11RETWAL-1.EC6
g ENERCALC,INC.1983.2015,Build:6.15.1.19,Ver:6.16.1.19
Description: Fooling Adjacent to R-Wall
Footing Dimensions&Strengt r Footing Design Results
Toe Width - 2.33 ft Toe Heel
Heel Width = 5.67 Factored Pressure = 2,563 343 psf
Total Footing Width = 8.00 Mu':Upward = 6,372 0 ft-lb
Footing Thickness = 16.00 in Mu':Downward = 1,504 21,635 ft-lb
Key Width = 12.00 in Mu: Design 4,868 21,635 ft-lb
Key Depth = 0.00 in Actual 1-Way Shear - 15.28 55.26 psi
Key Distance from Toe = 2.00 it Allow 1-Way Shear 75.00 75.00 psi
Toe Reinforcing = #6 @ 10.00 in
fc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = #6 @ 10.00 in
Footing Concrete Density = 150.00 pcf Key Reinforcing = None Speed
Min.As% 0,0018 Other Acceptable Sizes&Spacings
Cover @ Top 2.00 @ Btm.= 3.00 in Toe: 94@ 9.00 in,#5@ 14.00 in,#6@ 19.75 in,#7@ 26.75 in,#8@ 35.25 in,#9@ 44
Heel: #4@ 5.00 in,#5@ 7.75 in,#6@ 11.00 in,#7@ 14.75 in,#8@ 19.50 in,#9@ 24.
Key: Not req'd,Mu<S*Fir
Summary of Overturning&Resisting Forces&Moments
OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item Ibs it ft-lb Ibs ft ft-lb
Heel Active Pressure - 3,422.5 4.11 14,070.3 Soil Over Heel = 5,848.7 5.58 32,636.9
Surcharge over Heel = 504.5 6.17 3,111.4 Sloped Soil Over Heel =
Toe Active Pressure = -93.8 0.83 -78.1 Surcharge Over Heel = 483.4 5.58 2,697.3
Surcharge Over Toe = -68.2 1.25 -85.2 Adjacent Footing Load = 913.7 5.58 5,098.8
Adjacent Footing Load = 211.2 11.77 2,485.1 Axial Dead Load on Stem =
Added Lateral Load = *Axial Live Load on Stem =
Load @ Stem Above Soil = Soil Over Toe = 299.0 1,17 348.4
Surcharge Over Toe = 233.0 1.17 271 A
Stem Weight(s) _
Earth @ Stem Transitions =
Total = 3,976.3 O.T.M. 19,503.3 Footing Weight = 1,599.4 4.00 6,395.2
ResistinglOverturning Ratio = 2.43 Key Weight = 2.50
Vertical Loads used for Soil Pressure= 9,377.3 ibs Vert.Component = _
Total= 9,377.3 Ibs R.M.= 47,448.0
*Axial live load NOT included in total displayed,or used for overturning
resistance,but Is Included for soil pressure calculation.
RECE VED
Key Notes- \\ MAY 2 q; " fA 00
y Canyon Rim /X,�X atNOF'S JFALLB v
X __ 3see LOCATED N BUILDIN EPT C�I
C-1 Construct Concrete Retaining Wall per Detail Sheet 2 Y, x/ A PORTION OF [
SW4 SW4 AND GOV'T. LOT 3 W
\ \ SECTION 34,
C-3 Storm Water Retention Dry-Well and Storm Drain Piping-See _ 1 '^ d
Canyon Park Development Plans for Details TOWNSHIP 9 SOUTH, RANGE '17 EAST, N
C-4 Construct Release Curb and Gutter per Detail Sheet 2 �''or, ___ _ BOISE MERIDIAN, L
C-5 Construct Catch Curb and Gutter per Detail Sheet 2 a — 'ol TWIN FALLS COUNTY, IDAHO o
C-6 Construct 5'Wide Sidewalk per CTF Std.Dwg.3-1 L
C-7 Sewer and Water Mains-See Canyon Pork Development Plans x / — ___ — W 0
00
82to / D 10' 20' 40' o
Plans for Details x---""'— / _
C-8 Const.Light Duty Paving per Detail Sheet 2
Const.Henry Duty Paving per Detail Sheet 2 x _ ,
_x / — —/———— / s.oA ——' \ Scat.In Feet L 0
C-9 �--•""' \ o
C-10 Const.Handicap Romp per Detail Sheet 2 ——————————— \ •��f]1
C-11 Handicap Stalls and Striping per Detail Sheet 2 C N F3
C-11 Stairway per Architectural \
v �°/
' — l / — \ 11
\ \p
- -- _
_/f°* •AgfO 01?S9f E_1 , / / ,--' `'.�.. �y �� m cn'
W WC
o --- - Visitor's Center -
—0_ If
ry ;ram TFE=06.00 \\ - Z
C-5
� 1
ph Parking
ProposedBuilding i i ' 1 i >~
1'iriEi-2L� b �r I �J l // \\\ \ Y Bolton Fire Hydrant Located
the SE Comer of Canyon Springs Rd. •i�
E-1 Existing Canyon Rim Trail-Retain and Protect \\ `\ S I,,,1 \\ I I / / \ / / &flllmore St.Elevation=3629.055QMD
D
Legend a
� a
Property Boundary Line
OC-11 Easement Line — ——————— ^p'
~ 19. 9�\ �(1 \1� -10 /X / ,/ /' O o I Proposed Water Main&Size w 6'—
Existing Water Main &Size w 6'
Proposed Sewer Main &Size c B'—
\ Existing Sewer Main&Size E
Proposed Pressure Irrigation Main&Size P 6'— 00
Asphalt Parking `� F \\ I�`� Existing Pressure Irrigation&Size N 6'
\ C-9 s T / �®, CO o Proposed Storm Drain&Size So 12'—
�, Fo �/� Existing Storm Drain &Size SO 12'
AOICProposed Fire Hydrant Y
C-12 / O \ Existing Fire Hydrant C(
\ i / • / / I 8-SS \ \, Proposed Manhole Oi
Future Retail Building \ G-6 / i---____
\ �� � ► \ / _ __ Existing Manhole Oo
FFE-20.00 19' / C-5 I / I I _ DO NOT SCALE DRAWINGS
�' 8+SS � Proposed Valve N CONTRACTOR SHALL VERIFY ALL
Existing Valve DQ CONDITIONS AND DIMENSIONS AT
\ e�' G-$ q� I •1 I - , \ -_ � �` --_ THE JOB SITE AND NOTIFY THE
OF ANY`` Proposed Catch Basin ® ERRINEE ORSR OMISSIONS,OR I DIIS L
h- ?s \ Existing Catch Basin ® OR FABRICATING ANY WORK.
�B �a\Y \ 1 I \ a- CREPANCIES BEFORE BEGINNING
�'--
\ 1i �,c •1 a 1� \ \ \ \ Cx � ab S� sa,s
\ � / .
9 \ ,/ f III `— �\ \ M
\ / 1 --_
\ ^ C-5 .21 1 — --- _
i 1' i - Vicinity Map
C you SPrine
' p Golf Coure =
Asphalt Parking �. 66\�a 5 1 II II Z.p� oys B' r ra ne Po e c t 5 EH
I
rh
\� �. I11 I I NtiCy. Snake as y n p9
POLE LINE RD. 'r�^� FIiALD
a
Site Grading Plan for Pad 7, Canyon Park Amended Subd. a
r
N.COLLEGE R0.
,
FrPa tk r T. IDE
" FALL AVE. p•�
1 o M
k� — AS SHOWN
�U�X �r`J.ir�.•l NTS
F R AVE.� n i N0. 250-14SHePlon-4
r
9e Sheet
1'-0'x1'-fi x0.OB0-ALUMINUM ACCESSIBLE PARKING V
GENERALNOTES: SION.SIGN TO READ AESER ID PA M.w� In
IDEMBRO7I111 SYMBOL
Bar ro SIEFL Blff w
1. CONTRACTOR SHALL HAVE A CURRENT SET OF CONSTRUCTION PLANS STAMPED BY THE ENGINEER WITH AN APPROVAL - J/B'OKMIUM PLA70 Ball,Gars,AND WAbM -
4"Wide Striping,
STAMP BY THE CITY AT THE WORKSITE. ..l921.00 FFE - lo• Paw(21 cants
2. ALL CONSTRUCTION SHALL CONFORM TO THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION, THE CITY OF TWIN NM ACCESSIB¢°SIGN AS REWIRED Traffic 1)allow C M
FALLS AND ALL OTHER LOCAL,STATE AND FEDERAL AGENCIES.WHICH ARE APPLICABLE UNLESS OTHERWISE SHOWN. �
3. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND.PROPER PRECAUTIONS TO PROTECT ADJACENT PROPERTIES FROM I' „20.00 Background Pant 2 aD
ANY AND ALL DAMAGE THAT MAY OCCUR FROM RUNOFF AND OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL - Future ealenq Foamoaan ;�� 1Ti-T-TT7l-rrr - - (z)coot:Bluecq
W stAu
WORK IN CONNECTION WITH SITE CONSTRUCTION. THE CONTRACTOR,AND EACH SUBCONTRACTOR,SHALL BE RESPONSIBLEII III 11 I . III 2 x018'SE M EXDID Wr0 CONCAEE 2-6*
FOR a
FOR THE CLEAN-UP REMOVAL FROM THE JOB-SITE ANY TRASH OR:EXCESS MATERIAL CREATED BY THE:PERFORMANCE FILLED PIPE 2'-O'PROVIDE WELDED III41O WT
OF(HEIR WORK.SUCHH MATERIAL SHALL BE PLACED IN A DUMPSTER OR SIMILAR DEVICE.PROVIDED BY THE CONTRACTOR r- r - '- - CAP.PAW F&L is? DICK COFFEE
E o - -
OR TRANSPORTED FROM THE JOB-SITE. - I I I I - - -
4. RECORDED AND/OR FILED SURVEY MONUMENTS EXIST WITHIN THE LIMITS OF THIS PROJECT. IT IS THE CONTRACTOR'S - (" P -SLOPEFOR° I a• - I to pe)
RESPONSIBILITY iO PROTECT AND/OR HAVE REPLACED ANY MONUMENTS DESTROYED DURING CONSTRUCTION. t I- iI I I I' PAS , L I)
5. -CONTRACTOR SHALL PROVIDE ALL NECESSARY HORIZONTAL AND VERTICAL TRANSITION BETWEEN NEW CONSTRUCTION rz
a0
y
AND EXISTING SURFACES 70 PROVIDE FOR PROPER DRAINAGE AND INGRESS AND EGRESS TO SAID CONSTRUCTION. t
6. CONTRACTOR SHALL REMOVE AND SORT ALL ON-SITE EXCAVATED NATIVE MATERIAL AND USE SUITABLE MATERIAL WHERE =
DESIGNATED ON THE CONSTRUCTION PLANS AS REQUIRING FILL MATERIAL.FILL SHALL BE PLACED MO COMPACTED BY i ' vi
METHODS APPROVED BY THE CITY OF TWIN FALLS AND APPROVED BY THE DESIGN ENGINEER.ALL STRIPINGS NOT.SUITABLE 'elSE 1't. ,.I a w lw>�°
FOR FILL MATERIAL ON LOTS OR ROADWAYS SHALL BE USED AS DIRECTED BY THE ENGINEER OR DISCARDED OFF-SITE AT s'aA stEEL PIPE Fum■/GONG F J'wde Panted Sripes t'-J' 7 22' VJ
THE CONTRACTOR'S EXPENSE. Basalt veer per Aran Imo' Pntzcaaw wade R 7
Rxli-e Paint
7. EXISTING UTILITIES ARE LOCATED ON THE PLANS FOR THE CONVENIENCE OF THE CONTRACTOR ONLY.THE CONTRACTOR - u;qn With End
SHALL BEAR FULL.RESPONSIBILITY FOR THE PROTECTION OF UTILITIES AND THE ENGINEER BEARS NO RESPONSIBILITY FOR 5 1'-6' of Star sbpfnq \
UTILITIES NOT SHOWN ON THE PLANS OR NOT JN THE LOCATION SHOWN ON THE PLANS.THIS INCLUDES ALL SERWCE - - CIr. - -
LATERALS OF ANY KIND. {, c
8. POWER/LIGHT POLES AND/OR OTHER EXISTING FACILITIES NOT IN PROPER LOCATION BASED ON PROPOSED Accessible Parking Sign Painted Accessibility Symbol QJ qT
IMPROVEMENTS SHALL BE VERIFIED PRIOR TO COMMENCING WORK, Not 1.Snore Not to Scale L+�
9. AFFECTED UTILITY COMPANIES SHALL BE NOTIFIED AT LEAST TWO(2)WORKING DAYS:PRIOR TO COMMENCEMENT OF ham•/sb o 10,o.c. N
CONSTRUCTION. CALL 'DIGLINE'48 HOURS PRIOR TO COMMENCING WORK. :• - -
10.MODIFICATIONS OF EXISTING UTILITIES SHALL CONFORM TO ALL APPLICABLE STANDARDS AND SPECIFICATIONS. p'5's 0 12'O.C.Horiz. '-Note:Mound as Necessary 2 1/2'PLANTABX PAVEMENT _ _--_-- _--- -- -- - 3'PUWIMIX PAVEMENT - - C
11. THE CONTRACTOR SHALL TAKE REASONABLE MEASURES TO PROTECT EXIST. IMPROVEMENTS FROM DAMAGE AND ALL - - --- -
SUCH IMPROVEMENTS DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED 70 THE ENGINEER'S SATISFACTION - Against Wall to Achieve 2'-3/4'.AGGR.COMP: - _ -s 2--3/4'AGGR.COMP. -
J eo' ys's o 10'D.. ', 30'Min.Cover as Shown z.; R� as
AT THE EXPENSE OF THE CONTRACTOR. ,- TO 95%MAX.-DENSITY - - - - TO 95R MAX.DENSITY
C rn
12.ALL CHANGES REQUIRE.APPROVAL BY THE PROJECT ENGINEER MD THE CITY ENGINEER. THE ENGINEER TAKES NO - 6'--1 112'AGGR.COMP. `,` �,; ,$ �, ,5,,«,.;-. -y r} ';i }l�'�x �5� ' W°1
RESPONSIBILITY FOR ANY.DEVIATIONS FROM THESE PLANS UNLESS AUTHORIZED,IN WRITING,BY THE ENGINEER: Tin.croee TO 95%MAX.DENSIY �!95" Q Y` ��_ter,%� - ,- 9'-1 ,/2'ACGR.COMP. U
13.ALL WATER AND SEWER MAINS SHALL BE INSTALLED AND CONSTRUCTED TO HAVE A MINIMUM OF 3 HORIZONTAL FEET - - - � ;. :a"° ,:d��"�+x,,- .�+'A;t= TO 95%MAX.DENSITY 'r V'-4 -:T
OF CLEARANCE FROM FINISHED LIP OF GUTTER. - _ _ - SUBBASE-COMPACTED 12'MIN. (=[I I I I-I i=1 i 1=1 I i _ri=l
14,PIPE TRENCHING AND BEDDING AND FIRE HYDRANT INSTALLATIONS SHALL COMPLY WITH THE AFOREMENTIONED �l , -
STANDARDS. �.:. - .33 y TO 95%MAX.DENSELY III= =1 I III- III I f-1 I i-�
III-III 111=III-III._II�-.III III- TOB9b%EMAXC DENSIry 12'MIN. I III L_ III III III
15.'li IS THE CONTRACTOR'S.RESPONSIBILITY TO FILL OUT AND SUBMIT A NOTICE OF INTENT(NOl)TO EPA AND HAVE A - Ii� I
COPY OF THE.POLLUTION PREVENTION PLAN AVAILABLE A7!HE JOBSITE PRIOR TO CONSTRUCTION.SEE WEBSI7E
VAKOhttp.C/cfF EPA AT.
53-6650.CONTRACTOR
T QUESTIONS REGARDING THIS REQUIREMENT MAY BE REFERRED TO MISHA NOTES: SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO AGGREGATE AND NOTES.' SUBBASE MATERIAL TO BE APPROVED BY THE ENGINEER PRIOR TO AGGRFCAN ANU
VAKOC OF EPA AL'(206)553-.6650.CONTRACTOR TO SUBMIT COPIES OF DOCUMENTS TO THE CITY OF TWIN.FALLS. - I-ao^ - � -
16, DEVELOPER WILL PROVIDE ONE SET OF CONSTRUCTION STAKES ONLY ANY SUBSEQUENT STAKING&COSTS INCURRED ps's®10"0.. j j__,I -1 - -1 I I-i - I - - - ASPHALT PLACEMENT ASPHALT PLACEMENT -
WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, U I-1 11- 1 I-1 1 1-1 t -I I-- -
k5'-®Ea.D.C. n Interior Light Duty Paving Section Interior Heavy Duty Paving Section
(D)/4's Cant.Ea.Matt 5-0' 10' 2'-4"
Not to Sole - Not to Scale
�Req'uhned
ved Native Soil or Approved E�i � P-rndwd pad-t°t)dow io 4' 6' 7„-0° rntahca Grace I•aelow ro -xP 6' 1'-0'
Below Footin and Bulldin P - J - A9 of Curb in aI Lawn Area- iy �y) a7 Curb a7 L wn Areas
UTILITY SERVICE NOTES: ,\v Fk"P--wnent _
1.ALL WATER AND P.I. SERVICE LOCATIONS TO BE INSTALLED WITH A BURY DEPTH OF 42INCHES FROM FINISHED GRADE o soj�I1 I '- �_ %,\ry FlexibN Paroment p,
TO STATIONS, OFFSETS,AND ELEVATIONS SHOWN, WHERE OFFSETS ARE NOT OVEN THE'CONTRACTOR SHALL INSTALL:THE `�-- r•+
Concrete Retaining Wall Typical Section , s Awm From G o cn O WATER OR P.I. SERVICE BOX SO THAT THE FACE OF THE RISER IS LOCATED 12"TO 18'FROM BACK OF SIDEWALK.ALL
SEWER SERVICES TO BE INSTALLED TO STATIONS AND OFFSETS.SHOWN
2.ALL SEWER SERVICE:STUBS SHALL BE LOCATED WITH A 'T'FENCE POST,PAINTED GREEN.SERVICE STAMPS ON CURBw-
SHALL BE IN ACCORDANCE WITH CITY OF TWIN FALLS STANDARDS.
II-II(:-III lie,-I =III =1�1 Yifr �iia yvt/�,r r/ �r
III III-III IThIII I;-IiI=III IIh I II �L;t
II IIIIIII!I III III."IIIIIIIIIII li.111:
Compacted 3/4'-a 1 1/2'Grovel(2 1/2'Min.)
Base to Bottom of Parking Section >
Compacted 3/4'or 1 1/2"Gravel(2 1/2'Mint yy
Base to Bottom of Parking Section Ctl
Use This Detail for Interior Parking Areas and Areas Other Than- .Use This-Detail for Interior Parkin Areas and Areas Other Than
.°
GEOTECHNICAL NOTES: Private Roadway Areas(Typical)where Drainage is Directed Toward Private Roadway Areas(Typical)where Drainage is Directed Away O
and Akx1g-.the Curb Face Unless Noted Otherwise From Curb Unless Noted Otherwise
1. DEVELOPMENT OF THIS SITE IS SUBJECT TO THE DESIGN RECOMMENDATIONS AS OUTLINED IN THE GEOTECHNICAL } /'� >_
REPORT PREPARED BY:EHM ENGINEERS FOR KOHL'S SITE DATED 2 28/2013 AND THE GEOTECHNICAL REPORT PREPARED Interior Catch Curb Detail Interior Release Curb Detail
BY EHM ENGINEERS FOR CANYON PARK SUBDIVISION DATED 2128 2013.
Not to Scale Not to Scale (�
2.ALL FOOTINGS SHALL BEAR.A MINIMUM OF 36 INCHES BELOW ADJACENT FINISHED GRADE.
3. WHERE FOUNDATIONS ARE PREPARED IN ACCORDANCE WITH THE SPECIFIC RECOMMENDATIONS SPECIFIED IN THE - -
ABOVE NOTED GEOTECHNICAL REPORT,SPREAD FOOTINGS MAY DESIGNED FOR 2,000 PSF. - Install Detectable Warning
Device per LID Std.Dwg. Curb 0 IS Elevation
4. THE SITE MAY BE CLASSIFIED AS'SITE CLASS C'FOR SEISMIC-DESIGN. - -H-2-A
SlipResistant Ram Sides DO NOT SCALE DRAWINGS
5.-SUBGRADE FOR ALL PAVEMENT SECTIONS SHALL BE CONSTRUCTED OF APPROVED MATERIALS AND COMPACTED TO 95% - - Texture Required CONTRACTOR SHALL VERIFY ALL _
OF MAXIMUM DENSITY PER ASTM 0698 AT OPTIMUM MOISTURE. _ _ On R°mps _ _ CONDITIONS AND DIMENSIONS AT
THE JOB SITE AND NOTIFY THE
6. TYPICAL SECTIONS FOR STANDARD DUTY TRAFFIC AND HEAVY DUTY TRAFFIC ARE SHOWN ON SHEET 2. - - ENGINEER OF.ANY DIMENSIONAL
- ERRORS,OMISSIONS,OR DIS-
CREPANCIES BEFORE BEGINNING
k OR FABRICATING ANY WORK.
�. 1,12 1:12 ._
U Mox. Max, U
6' Per Plan , .
in. 4'Min. M.
PUN INEW o a
Pak Lot i f,.xr-> tgld INEf
Grade at Access - �p�P GI f Z9yo
FROM ELEVATION All Construction,Signage&Striping to Comply with the Americans With Disabilities Act
Accessibility Guidelines(ADAAG)and Council of American Building/American National
Standards Institute(CABO/ANSI). - ^ 4 p 0�
t� f 0 pp��g
Handicap Ramp Detail
Nel.to Scale
° G.MARTENS
a.. T.MCBRIDE
°""N°' T.MCBRIDE
re MAY,2015
01E AS SHOWN
'�N0 250-14S,tePlan-4
Sheet 2