|
. i
<br /> 0 i i i
<br /> :
<br /> i
<br /> _,_ _4. - - - - _ GRADING LEGEND Y
<br /> EE Y
<br /> Q ID , 1
<br /> I INV 150.38' 6 C
<br /> 1 123.50 6 Perf
<br /> `V 51.20 ABBR. DESCRIPTION
<br /> 1k$ 150 51 IE 147.69 �� FS FINISHED SURFACE
<br /> N , , TW 159.00 TW 156.70 1 155.20 152 TS TOP OF STRUCTURE
<br /> TW 152.70
<br /> N IE 154.53 TW 153.70
<br /> ELEVATION
<br /> ! o 0 0 0 0 0 0 -� i CBRE Heery, Inc.
<br /> RIM DRAIN RIM
<br /> - -� - - 1 / IE 149.70 TW TOP OF WALL 100 East Pine Street, Suite 300
<br /> -- - - - - `s,,.� Orlando, Florida 32801
<br /> AREA DRAIN,
<br /> -`___.} - - - - - - - - - - - �'' BW BOTTOM OF WALL 407.992.6300
<br /> ; 1 , 0 Ir
<br /> - /' SEE CIVIL INV 147.70'
<br /> 41.50'6" Perf ,--. HIGH POINT
<br /> . - . . �, HP AA 0002293
<br /> �'� - 2% \�J '' �. , ��„ RIM 151.95 -- TC TOP OF CURB EB 0005176
<br /> 1 10.80'6" PVC
<br /> INV 155.70 II BS 153.50 153.37 4 8% BC BOTTOM OF CURB
<br /> i :
<br /> TB 154/ 5 TB 153.80
<br /> 73.5 LANDSCAPE SPOT ELEVATION S N O H O M I S H
<br /> 7-7 TS158.50 / .15
<br /> \ INV 151.35 73.50 HARDSCAPE SPOT ELEVATION
<br /> j n Q / j" p TS TOP OF STAIR COUNTY
<br /> BS BOTTOM OF STAIR COURTHOUSE
<br /> PA PLANTING AREA RENOVATION
<br /> BW SIDEWALK CAD R.O.W
<br /> ' RIM at 152.00 ;Type 2 Existing i
<br /> j / Inv. W. 147.85'
<br /> �--v i Inv. NW. 147.55'
<br /> \ I / GRADING NOTES:
<br /> ! 63.50'6" pipe
<br /> i
<br /> i project number
<br /> [ / 1
<br /> 1. BENCHMARK AND VERTICAL REFERENCE FOR ALL GRADING SHALL
<br /> HI-1309100
<br /> FF 158175 BE PER BENCHMARK ESTABLISHED ON SURVEY. consultants/construction managers
<br /> ' 1% 2. ALL HARDSCAPE SURFACES SHALL SLOPE TO DRAIN. CONTRACTOR
<br /> -- -----/ / SHALL NOTIFY ARCHITECT/ENGINEER IF DESIGNED GRADING WILL
<br /> RESULT IN PONDING. em `.ea\ \ 3. CROSS SLOPES ON ALL ACCESSIBLE ROUTES SHALL NOT EXCEED L e �O t r
<br /> k s h ® p
<br /> 1 2% SLOPE. LANDSCAPE ARCHITECTURE
<br /> -------. .------_ _____-___ ._.___ _____ -�_ - -_-_- ______ 4. SURFACE TOLERANCES SHALL NOT VARY BY MORE THAN " INCH IN
<br /> • i 10 FEET MEASURED WITH A METAL STRAIGHT EDGE, EXCEPT AT
<br /> ~ /
<br /> GRADE CHANGES. CIVIL ENGINEER'S REVIEW
<br /> 5. SOME WORK IS ABOVE STRUCTURAL SLAB. CONTRACTOR SHALL NO EXCEPTIONS TAKEN ® RESUBMIT
<br /> TAKE CARE NOT TO DAMAGE THE STRUCTURE, WATERPROOF
<br /> j
<br /> 1 MEMBRANE, PROTECTION OR DRAINAGE COURSE V G 0 MAKE CORRECTIONS NOTED El NOT REVIEWED
<br /> : VAN
<br /> ase MKA,INC'S REVIEW IS ONLY FOR CONFORMANCE WITH THE
<br /> \�pact+b hktr* GIVEN IN THE DESIGN CONCEPT OF THE PROJECT AND FOR INFORMATION
<br /> l} ckleGOB tepat of ets•phase ERRORS DETECTED ARE NOTED.VIL DOCUMENTS.NON-CONFORMITIES AND
<br /> a,,cawing o,n csoN sbe A 5 dtevont, . on sho�,a THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CORRECTNESS
<br /> OF DIMENSIONS AND QUANTITIES AND FITTING c -cOS r. Rec..0."tntOcma ion and•tn,no pees tool. t VERIFICATION OF PHYSICAL INTER-RELATION OFOELEMENTS OF
<br /> OTHER K
<br /> !18 O,D*PS'8 ,`t�n{O�m {Otr�at‘0 ,+5 ace-� i 111 ' THE WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD
<br /> as_au `,abbe to ,taws 1 ate FABRICATION PROCEDURES.AND CONSTRUCTION METHODS,
<br /> the 6s a d,ngth" U TECHNIQUES,AND SEQUENCES.THIS REVIEW DOES NOT
<br /> Ilip
<br /> the b •0 .ga /� eCtOt RELIEVE THE CONTRACTOR FROM THESE RESPONSIBILITIES.
<br /> be tn• �.�nsP
<br /> Peve.
<br /> 0 THIS REVIEW DOES NOT CONSTITUTE APPROVAL OR
<br /> i 1 i ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS.
<br /> SUCH DEVIATIONS,IF ANY,MUST BE REQUESTED BY WRITTEN
<br /> " - . - -- --EMI - - - --- CORRESPONDENCE IN ACCORDANCE WITH THE CONTRACT
<br /> v. e, • DOCUMENTS.
<br /> 41.00'6" Perf am2 THIS REVIEW DOES NOT INCLUDE ENGINEERING CALCULATIONS
<br /> INV 154.85 6 . .atN OR REVIEW OF CONTRACTOR'S ENGINEERING CALCULATIONS
<br /> UNLESS EXPRESSLY NOTED.
<br /> 1 TS 158.50 0.000 .4.
<br /> � '
<br /> Q 153.48 BS 153.671
<br /> ' I 2 153.49 MAGNUSSON KLEMENCIC ASSOCIATES,INC
<br /> BW 153.41 BS 153.50 BS 153.50BY RMG DATE 4I30/2021
<br /> i
<br /> BS 153.50 TB 154.96 O 3% TB 154.93 (EX)153.40 TW 155.65 1
<br /> I� TW 155.00 e' !I! 153.65
<br /> ��.� (EX)153.74 seal/signature
<br /> �� BS 153.67 TW 155.65 �CF W A Syi
<br /> E.9R
<br /> I, _ • 4 le, We
<br /> mad bQs
<br /> - - - - - - •
<br /> - - - -7 411.0% I% 41.. ..
<br /> © al
<br /> ' TS 155.67 �� Z
<br /> 40
<br /> EXISTING DRAIN ��'�1 a
<br /> ii. ,, T , REMAIN IN y TO REMAIN IN gyp eBoF IZ\�°',�ti
<br /> EXISTING DRAIN
<br /> TO REM PLACE
<br /> a
<br /> PLACE S XP. O� �•
<br /> � c''q PE ARG
<br /> _ ____ :,
<br /> -- 1.5�_-- \---- TW 156.70 155.85 TW 155.00__ ,
<br /> TS 155.670 / I \ I TW 157.15 issued for date
<br /> TW 157.15 CONSTRUCTION 05/04/2018
<br /> Itf n 1 r 3 -.`.g - -=�£g��-- . TW 159.00 //fW
<br /> W 156.70
<br /> - ; I it 7.�
<br /> I,1 II . 1 i
<br /> _ 1.5 DRAIN LINE FROM
<br /> „ .W 158.41 km 152.00 - _
<br /> ETERNAL FLAME
<br /> DOCUMENTS
<br /> I I -_
<br /> :-.
<br /> 158.5 ! FLOWER VESSELS
<br /> 'I 1 I I II i TW 159.00 <5. �'.& oho -- date
<br /> .I I I 11 I item
<br /> I I 11 I ;I I II I - 6' '� 4 ADDENDUM NO.3 05/29/2018
<br /> 'i i I IL 1__J!_JI__:__1_1_Ji__l__1__�
<br /> �s - 4 DASHED LINE A AD NO.
<br /> ,� , �_ _ - - ;_ -7-„$ j NO SLOPES GREATER ` '- INDICATES © 07/19/2018
<br /> THAN 2% IN ANY EXISTING SAWCUT A RFI 0115.1 11/29/2018
<br /> j j II i�,v� u 1 i u� i : i5`
<br /> DIRECTION THIS AREA (Li 1 WALL TO REMAIN RFI 0134 12/05/2018
<br /> ' �i C. A RFI 0134 12/05/2018
<br /> 1 : ,t ;
<br /> t
<br /> 1 11 IASI NO.23
<br /> ----I
<br /> I BW •7.62 TW 155.00 A 01/04/2019
<br /> i u i, h 6
<br /> ' `! !! \� i L u �;_ I! BW 156.05 BW 155.964.1
<br /> TW 158. 2 TRANSITIONS TO 6'
<br /> I - BW 154.41
<br /> BW 154.74
<br /> BW 157.60 CURB © RAMP _- 1.
<br /> - --
<br /> I
<br /> BW 154.39
<br /> if , '
<br /> : :yI ;
<br /> 157.71 ! i o i TW 155.65
<br /> 1.8%
<br /> BW 157.80 ,..0M - I - M,.•
<br /> TW 155.65
<br /> AMAllf
<br /> -- - _.
<br /> W T5�.30il > 4'
<br /> \ /
<br /> -..m �_,..,�,a,,.;__..� � -- i ! � TW 155.00 N
<br /> ! i BW 157.69 BW 156.14 BW 156.05 1 BW 154.52 rn TW 157.15 �' r 4' Ir
<br /> BW 154.86
<br /> �`I , BW 157.71 ED SCALE:1/4"=1' Ell)
<br /> i / O O
<br /> -- - i --- i
<br /> TW 158.15
<br /> �t TW 157.15
<br /> / \
<br /> _i TW 158.15
<br /> -
<br /> _- I - -- 44--i-, --- -1 ----,' -i 1 - - --\ -- ---- '-- \` ,�f \, - - - sheet title
<br /> �, ti
<br /> ___ I'_,I __I � ENLARGED GRADING
<br /> i': 1 .05
<br /> ii .
<br /> PLAN
<br /> 11111
<br /> III
<br /> r 1i
<br /> n' i di
<br /> ji
<br /> '
<br /> iII
<br /> H I R lr1 P" 6 1 Ir'1 ii /"1
<br /> ENLARGED GRADING PLAN111111)1
<br /> SCALE: 1/4"= 1' v. II
<br /> �a A sheet number
<br /> 0 2 4 8 16FT
<br /> ea 1 s
<br /> y
<br /> drawn by AR checked by NR
<br /> This document Is the properly of Hoary International.Inc.and Heery International Inc.retains all rights therein.including copyrights.It may only be used in a mariner consistent with Heery International Inc.'s rights while leery Copyright®2012 by Heery International,Inc.all rights reserved.
<br /> International,Inc Is providing services for the specific project identified or referred to herein or extensions thereto.It may not be used for any other purpose except with the express written agreement of,and compensation to, WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30k4Y
<br /> Heery International Inc.
<br />
|