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<br />1-16'x16'x8' TAPPING TEE
<br />1-8' TAPPING GATE VALVE
<br />THRUST BLOCKING
<br />BY CITY AT DEVELOPER'S
<br />101 st PL. S.E.
<br />EX'S7 2.5'x3.5
<br />SIGNAL LOOP
<br />J-60%
<br />1-16'x16'x8' TAPPING TEE
<br />1-8- TAPPING GATE VALVE
<br />THRUST BLOCKING
<br />BY CITY AT DEVELOPER'S
<br />EXPENSE
<br />N.E.1/4, SECTION 19, T.28N., R.5E., W.M.
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<br />RIM OF EXISTING SANITARY MANHOLE - ELEV-471.26 ` / y / 1 / \ �/ �7\ J / IONS: APPD.
<br />DATUM - NGVD 1988E%i.- SSMH- /� �� C / fin/ �/, - \. _ _
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<br />- /h'1 1,` ) / �I 1Q 5/n/9E PER aTY 7P MPETT
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<br />GENERAL WATER NOTES: / / /A / 474.26- i s' ^ \ \ / /r✓B�roa!>� w ^ ��0\1 \ In 84a
<br />1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN / r / ' T'_ ` 19� ' ��-'�� - _ oq' v h -^T9 \ RI ro 4�1y w w
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<br />APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, / /1 r f / _ EOCE - gguHA�-✓-- - ___ r �E�:7y r1; \ `-= R�Sp _ RECEIPT N SATISFACTORY BACTERIOLOGICAL TEST RESULTS. _ V / ___ --- _ LQ87-.t`l 45' BENO�NJzMJ 1; �'r.,; X157 CB
<br />DISINFECTION, AND \ I I A _ •'\ _____�_N __________ 1 - �z "l w
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<br />o \._ _\- BLOGICINC ..z r II T
<br />2. TAPS ON EXISTING MAINS YALL BE MADE BY THE CITY AT DEVELOPER'S EXPENSE ` x `4iP _ - \ r I ` y 1
<br />3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. ' / / / P9` - ------ / O1 f' z _ \ w I,' ` ,1L� I \ \\ I a°NOCQ
<br />4. THE CITY OF EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTE TO SURVEYOR: / / / / - - / _Nr�7p'k' _ 1\ I WY\` W"C HA �� �✓ ,ter, -
<br />NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCING CONSTRUCTION. / / - �� - _ \\ 0'b
<br />BUILDING AND PARKING LOCATIONS ARE AS PROVIDED BY RUTLEDGE MAU_ ARCHITECTS. // 1 / IE=47112 - _ _ �+ cx T,'CIiB I w w
<br />THE OWNER OR THE OWNER'S AUTHORIZED AGENT SHALL NOTIFY UTILITIES OF A CONFIRM LOCATIONS AND DIMENSIONS WITH THEM BEFORE CONSTRUCTION. \ -_--- , \,\
<br />R. DATE: MARCH, 1998
<br />PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON \
<br />\ _ _\ ' �. j�,e /
<br />A 24 HOUR BASIS.
<br />200 DESIGN: JNM
<br />\ s i'� ' C
<br />5. ND PARALLEL UTILITIES ALLOWED WITHIN WATER AND SEWER EASEMENT AREA POWER, SEWER CONSTRUCTION NOTES: ', _ v ___ co' � DRAWN: MMN
<br />PHONE AND GAS LINES SHALL CROSS AS CLOSE TO PERPENDICULAR AS POSSIBLE. _ _ o > - v /
<br />ENCASE IN RED CONCRETE - r., - CHECKED: JNM
<br />Oq CONSTRUCT PVC SIDE SEWER AS SHOWN AT 2.0% MINIMUM SLOPE PER STDS 601, 602, 604. REMOVE EXISTING 4' PLUG - _-^___
<br />GENERAL SEWER NOTES: 1-4%8' INCREASER (MJxFL) -- _____-_ 7�-- Z26 L�8 DIP CLs2 S=9.5B7I-'� U U j 9 NUMBER:
<br />© CONNECT OT EXISTING 6' OR 8' SANITARY SEWER STUB. 1-8' GATE VALVE ((FLxP - -------- , -
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND 1-8' 221/2' BEND (FLzPE) - _ -- -_ - _ _ _ _ �AyE•
<br />° 53
<br />VISDOT/APWA STANDARD SPECIFICATIONS. OD INSTALL 8'x 6' REDUCER AND 6' CLEANOUT ON 8' STUB PER STD 604. ' THRUST BLOCKING - _. ... -_--- -- _
<br />_ _ _ Imo, �, L , ,_ BY CITY AT DEVELOPER'S EXPENSE f, 7 S� ) 4O'
<br />2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT Q -CON -- �•-� .• .�•- .._r-+.�L���.-- -a SSMH 2 90 CT
<br />INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED AND APPROVED BY THE CITY INSPECTOR. WATER CONSTRUCTION NO I� Y Nat^ _ _- r - W FLAT TOP s
<br />OF RESTORE STREET PER STD 316. "���.. -_ S A 12+90 0 CTRUNE W PROJECT NUMBER:
<br />3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM Ol INSTALL 2' WATER SERVICE AND METER PER S1D 5028. USE 3' HOPE CDR 7 ��� r /
<br />(DRISCOPIPE) FROM METER TO BUILDING. BACKFLOW PREVENTION TO BEIILOCATED /D 2/ E D" ' \if;. W M 1�Iy
<br />AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE THE CONTRACTOR SHALL BE © MAIN BUILDING SEWER TO BE 6' WITH 1.07. SLOPE. IN BUILDING. TO BE DONE BY CITY AT DEVELOPER'S EXPENSE FOR BUI ING 11.p6 /c� u ��•r^oo
<br />RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY
<br />ADDITIONAL UTILITIES NOT SHOWN. IF CONFLICTS Him EXISTING UTILITIES ARISE DURING O CONFIRM ALL BUILDING SLAB k PLUMBING STUBWT ELEVATIONS WITH THIS PLAN BEFORE O INSTALL 1' WATER SERVICE AND METER PER STD 502A. BLIC SEt3V E.e' 1 .-..,� -
<br />CONSTRUCTION, THE CONTRACTOR SHALL N07IFY THE PUBLIC WORKS INSPECTOR AND ANY CONSTRUCTION. CONSTRUCT OFFSITE SEWER BEFORE SETTING SLAB ELEVATIONS. 44
<br />CHANGES REWIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO O3 RELOCATE EXISTING HYDRANT TO BACK OF NEW SIDEWALK (CA HYDRANj 18' BACK _ SHEET N0.
<br />COMMENCEMENT OF RELATED CONSTRUCTION OF THE PROJECT. OI POTHOLE EXISTING CULVERTS AND CONFIRM ELEVATIONS BEFORE CONSTRUCTION OF OF WALK) BY CITY AT DEVELOPER'S EXPENSE. REMOVE EXISTING WARD OSTS. U7gljT �d
<br />SEWER AND SETTING BUILDING PADS ON BUILDINGS 7 THROUGH 9 INCLUSIVE. I---
<br />4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS O4 EUJIP EXISTING HYDRANT WITH 5' STORZ FITTING. ` Fes.. �'I.`N RUCTI I'r. /\
<br />MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. / \ / \ k PR JECT... AF. OVAL F8T19UCTi0?! R /\`'/_-
<br />O5 INSTALL 2' IRRIGATION SERVICE AND METER PER STD. 5028• I GITV ENGINEER PROJECT. AF.-ROYAL RR ^"' -. - / �d
<br />5. NO PARALLEL UTILITIES ALLOWED WITHIN WATER AND SEWER 7
<br />EASEMENT AREA POWER. PROVIDE STATE APPROVED BACKFLOW PREVENTER. / ` CONDRIC"'STL PER CURRENT ST.".1 _1.
<br />PHONE AND GAS ONES SHALL CROSS AS CLOSE TO PERPENDICULAR AS POSSIBLE - -/ - / F,?JD EY.P'.r'_G _G'J;:`.2E3 :-... A ✓' f✓� I �� i
<br />ENCASE IN RED CONCRETE I ' _..- • FC' OF 8
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