|
E Y
<br /> ` .,,
<br /> Heery International Inc.
<br /> 100 East Pine Street, Suite 300
<br /> Orlando, Florida 32801
<br /> 407.992.6300
<br /> AA 0002293
<br /> EB 0005176
<br /> CONN TO EXIST SSMH(STA 10+00.00) S N O H O M I S H
<br /> ,. N 687,773.2+/-
<br /> E 1,632,198.2+I- COUNTY
<br /> IE 8"= 134.50(S) CB, TYPE II W/ SOLID COVER W/GAS TRAP
<br /> ; ,IE 10" 134.4+/-(N)(EXIST) N 687,734.48
<br /> E 1,632,188.71 COURTHOUSE
<br /> RIM = 145.75
<br /> IE 6" = 140.63 (S) W/ INLINE CHECK VALVE R E N OVAT I O N
<br /> IE 8" _ ' •. (SW) W/ INLINE CHECK VALVE -
<br /> IE8" = 136.85 A
<br /> CB
<br /> CBE TYPE DWG NO 402 GAS TRAP, COE STD AD
<br /> Ailikk
<br /> DWG NO 413, SIM CU101 C-201
<br /> Aproject number
<br /> CB, TYPE I W/ SOLID COVER Existing Type 2 WALL/--\LL n TOBLSD qp HI-1309100
<br /> EEQ. asses mew.
<br /> PISD/SS [ E0
<br /> 6 = 150.00 N 687,741.50
<br /> E 1,632,080.25 N 687,734.58 SEE PLUMB FOR CONT E 1,632,333.24 consultants/construction managers
<br /> RIM = 135.80 CB TYPE II �� E 1,632,198.71 RIM = 151.95
<br /> COE STD DWG NO 405
<br /> IE 6° = 132.30 (W) IE 8" = 136.53 IE 6" = 147.95 MAG N U S S O N
<br /> IE 6" = 132.30 (S)
<br /> PL, TYP CONN TO EXIST SD CB
<br /> KLEMENCIC
<br /> i
<br /> _. N 687 736.5±
<br /> CONN TO LANSCAPE DRAIN IE 4"= 138.84 - I ASSOCIATES r
<br /> SEE LARCH FOR CONT
<br /> 24.50'from back of Ilk �� IE 6"= 140.29 ..-. E.1,632,345.4±
<br /> _ ---- -__ ..--_-.__ walls 4 I� I I = E t ,t„ a.' _ ~:v ! E...,. "; 4:
<br /> IE 6° - 147.87 (SW)
<br /> ' 1 l { IE 6'I 147.69 (NW)
<br /> SDMH INTERCEPTOR \/./ON I'1 �i o / �'/f/ O/i _ I ,__
<br /> y
<br /> IE 18" = 144.2± (N) (EXIST)
<br /> N 687,712.030
<br /> CU101 C-201 TRENCH � / 6"SD I
<br /> PI, CO
<br /> RIM63137825 5 6H SD I PI, CO 90� /. I PI, C4 I ( I o N 687 716.58
<br /> IE 6 = 131.63 N) I %' 1 N 687 730.24 I 7i `-3 I E 1,632,337.45 CIVIL ENGINEER'S REVIEW
<br /> I N 687,707.78 S� w E 1632,206.57 / Zo
<br /> IE 6° = 129.17 (W) E 1,632,110.60 6 }- „ / 6" IE 6 = 148.51 NO EXCEPTIONS TAKEN RESUBMIT
<br /> I It RF SD o I IE 8 = 143.76 I =�� Ss' SD
<br /> r- -- IE 8 = 139.87 / , a PE is W. ;+!,--1----------!-- • = I co 0 MAKE CORRECTIONS NOTED® NOT REVIEWED
<br /> al w f I COE STD DWG NO 421, TYP
<br /> I ,,/ CO r. PI, CO / MICA,INC'S REVIEW IS ONLY FOR CONFORMANCE WITH THE
<br /> . _ - ES `/ I N 687,688.82 I , �I I DESIGN CONCEPT OF THE PROJECT AND FOR INFORMATION
<br /> '" PI - ,D > % 7 GIVEN IN THE CIVIL DOCUMENTS.NON-CONFORMITIES AND
<br /> 6° SD - E 1632198.05 /�
<br /> N 687,680.65 I I I ERRORS DETECTED ARE NOTED.
<br /> IE 6" = 145.50
<br /> PI, CO E 1,632,171.86 _ I rr I //V `--- " "-'- " THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CORRECTNESS
<br /> " SDMH PI, CO N 687,672.48 IE 6" = 145.50 =• �� �, r� rl OF DIMENSIONS AND QUANTITIES AND FITTING TO OTHER WORK,
<br /> . ._
<br /> CONN TO EXIST 6 SD I + ❑ I I VERIFICATION OF PHYSICAL INTER-RELATION OF ELEMENTS OF
<br /> N 687,711.8± COE STD DWG N 687,703.89_ E 1,632,145.68 �y'� P __ 6 SD (BYPASS) THE WORK FROM PLANS AND SPECIFICATIONS AND IN THE HELD
<br /> E 1,632,050.0± NO 607, TYP E 1,632,111.12 IE 6" = 145.50 ,,, f ^I / ��� I FABRICATION PROCEDURES,AND CONSTRUCTION METHODS,
<br /> - - `� ' • � $ CONN TO BLDG D / TECHNIQUES,AND SEQUENCES.THIS REVIEW DOES NOT
<br /> IE 6 - 123.1± IE 8" - 139.89 „ SD� , / I RELIEVE THE CONTRACTOR FROM THESE RESPONSIBILITIES.
<br /> 6rl SD �_ • IE 6" = 146.50 I• I / THIS REVIEW DOES NOT CONSTITUTE APPROVAL OR
<br /> / SEE PLUMB FOR' CONT j I ACCEPTANCE OF DEVIATIONS FROM CONTRACT DOCUMENTS.
<br /> 1 6 DISPERSAL TRENCH 9.00' Ilk 0' /_ _ LIMITS OF WORK, TYP SUCH DEVIATIONS,IF ANY,MUST BE REQUESTED BY WRITTEN CSK-1
<br /> `� %�- -SSMH, COE STD - - - - CORRESPONDENCE IN ACCORDANCE WITH THE CONTRACT
<br /> = cu1o1 c-2o1 22.0�1 - _ _ Sheet 2/4
<br /> DOCUMENTS.
<br /> . DWG NO 607
<br /> 7• �' , f a�� 66( ///////f/, THIS REVIEW DOES NOT INCLUDE ENGINEERING CALCULATIONS
<br /> OR REVIEW OF CONTRACTOR'S ENGINEERING CALCULATIONS
<br /> -- Response to RFI 0215.0001
<br /> UNLESS EXPRESSLY NOTED.
<br /> N 687,671.30 MAGNUSSON KLEMENCIC ASSOCIATES,INC 3/8/19
<br /> E 1,632,174.78 ® 6 - CO 0 -- -- BY RMG DATE 4/30/2021
<br /> IE 6" = 145.60 SSMH,48'DIA(STA 11+10.00) 2 seal/signature
<br /> SDMH CONN TO EXIST 8"SS .! ��PoM Re„
<br /> F E 687,6889 34 BYPASS DWG -r E 19NE 687
<br /> 7 66 .5.62 ���� `� r
<br /> •
<br /> jI COE STD DWG NO i �,.
<br /> RIM = 149.63 IE 8"= 140.08 N) L-•.-+ I r
<br /> j.
<br /> W IE 6" = 146.09 (S) IE 8"= 140.18 S)(EXIST) �o'�� ti
<br /> IE 6 - 143.44 (N) w
<br /> w.. - rsrONAL - hII-
<br /> O I BYPASS STRUCTURE, 60" DIA
<br /> i N 687,671.47
<br /> .2 E 1,632,189.43 issued for date
<br /> LJJ - - - RIM - 150.71
<br /> CONSTRUCTION 05/04/2018
<br /> IE 6" = 146.74 (NW) (BYPASS) - DOCUMENTS
<br /> IE 6" = 145.74 (E)
<br /> item date
<br /> � IE 6" = 145.74 (W) W/ ORIFICE PLATE & 3" DIA ORIFICE r i
<br /> I MGi ASI NO.4 07/19/2018
<br /> I ASI NO. 38 03/13/2019
<br /> Isari
<br /> aced,in Ott' iin AU
<br /> as Been Pie by others• cased o
<br /> \t/
<br /> L.a aw14 ga fov‘ded Wingate should
<br /> la ' :I's
<br /> Record Ot Imat�on P this dta umpt�on
<br /> los Tt guilt �{100-0 .ion aadon.no Ptestacy. ///
<br /> one as-- `1aq\einfocro m saccu �o'(�/,2�
<br /> tt epas gat•�n_ r
<br /> be,rr,• ` eeof
<br /> I
<br /> ✓. Petri it s
<br /> asy1
<br /> 4 al f
<br /> sign
<br /> a
<br /> J s&-i1/4.)10 ca
<br /> p
<br /> tilt Name
<br /> a.
<br /> (.) milml at
<br /> 4, (\..... (,,,
<br /> ..
<br /> i HOFFMAN CONSTRUCTION COMPANY
<br /> This submittal has been reviewed for general conformance with the
<br /> o -- I - contract documents.Contractor's review does not relieve the
<br /> CC Vendor/Subcontractor of responsibility for compliance with all O
<br /> VI - .. - - requirements of the contract,including completeness and accuracy of
<br /> v this submittal.
<br /> 4f I
<br /> 04/28/2021 0294-334000-0
<br /> Date__ _ __
<br /> Submittal it
<br /> - pattersonw - k %
<br /> 1 Reviewed By
<br /> cr) n
<br /> . , a
<br /> sheet title
<br /> a NOTES:
<br /> - UTILITY PLAN
<br /> E 1. SEE SHEET C-001 FOR GENERAL NOTES,
<br /> LEGEND AND ABBREVIATIONS.
<br /> ii.....1q\
<br /> 62
<br /> LU
<br /> OD
<br /> 2. SEE SHEET C-002 FOR STORM DRAIN NOTES.
<br /> 1
<br /> = 3. SEE SHEET C-002 FOR CITY OF EVERETT
<br /> a" STORM DRAIN NOTES sheet number
<br /> CD I
<br /> 5. SANITARY SEWER PIPE DIAMETER TO MATCH EXISTING
<br /> 20 10 0 20 40
<br /> 4. CONFIRM AREA DRAIN LOCATION WITH - �
<br /> OD I DIAMTER. VERIFY EXISTING SANITARY SEWER PIPE LANDSCAPE. scale 1" = 20' feet I
<br /> Y I
<br /> 0
<br /> CV DIAMETER PRIOR TO REMOVAL. �- �� ���
<br /> OD
<br /> OD drawn by LT checked by RMG
<br /> - - - -- - - This document Is the property of Heery International,Inc.end Heery Intematianel Inc.retains all rights therein,Including copyrights.It may only be used In a manner conelsient with Heery International Inc.'s rights while Heery Copyright C 2012 by Heery International,Inc.at 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 30'x42"
<br /> Heery International Inc.
<br />
|