. , ,
<br /> S .E . 1 �4 S E C . '� , T. 2 8 N, R. 5� . W.M. GENERAL R OAD & STORM DRAINAGE NOTES: �
<br /> � / � � SN�HOlV1ISH C�UNTY, WA. 1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS (JUNE
<br /> /
<br /> � „ 2017) AND/OR WSDOT/APWA STANDARD SPECIFICATIONS AS APPLICABLE. �.
<br /> / \ 4 CLEAN-OUT
<br /> �� i� ��� � � � �TYp� 2. THE CONTRACTOR SHALL NOTIFY J.C. McDONNELL PE., THE OWNFR AND THE INSPECTOR
<br /> �� / � � �a 1 WHEN CONFLICTS BETWEEN THE PLANS AND EXISTING FIELD CONDITIONS OCCUR, AND SA!D � '
<br /> � ` v _ / � \ " I � W CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH CONSTRUCTION.
<br /> � _ �'' / ` 1 � / � ¢ W .
<br /> >
<br /> `� = �� � 1� �,�-�- 50 LF CUTOFF DRAIN 1.5' W x 2.5' DEEP o � o � o � z � 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE .
<br /> � � } � � ' W/4" PERF PVC PIPE SURROUNDED BY � Q Q o + _ + Q � Q UNTIL IT HAS BEEN TESTED, INSPECTED AND ACCEPTED BY THE CfTY.
<br /> / 1 � --' ` o - � U a oc� of-- wo
<br /> � ,,, , , ,,, � � / \ � WASHED ROCK 5/8 TO 1.5 INCHES IN SIZE. � � � � a + - � � �- �
<br /> � � � + ,� � �, cn � �- � � � � z o 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
<br /> � � � �` � � �� Q o � � o � � �' � � � � � RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE
<br /> � ' /a � � � \ � 45 � W W �¢�' j FINISHED - � � a w 450 FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES
<br /> 2 0' 0 2 0' 4 0' i � I � I � � 2'X 1 2 4' R O O F D OWN S POUT� cn � GRADE � W ,-, NOT IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE
<br /> , � -__ CONTRACTOR SHALL NOTIFY THE PUB�IC WORKS INSPECTOR AND ANY CHANGES REQUIRED
<br /> / //� i � I � � I NFILTRATION TRENCH _ I 1.00% - I Ex. GRouN� ��!;' t.
<br /> � y � !T - �.5o°io ' o SHALL BE APPROVED BY TNE CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED
<br /> 1 inch = 20 f't. / a � �� � �� � \� 18" YARD DRAIN �' - ___ _ -2.00% �� __ CONSTRUCTION ON THE PROJECT. .
<br /> � / � � � � \ � L�l�5 ' ��___ 146LF 8" PVC@ 0.50%
<br /> � 445
<br /> / W/ OVERFLOW -- -----__ � � 38�F �2 jPVG@ 0.50% 5. AL� STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO
<br /> / � II '� �`` �` 6, 6 � '`__
<br /> ; ___
<br /> � , :
<br /> ---
<br /> � -- � -
<br /> ---
<br /> --- STARTING CONSTRUCTION.
<br /> ` -- -- ---
<br /> , ___ '
<br /> � �I � � � - --- --
<br /> ` --- ---- ---- ' EX. 18" STORM
<br /> � --
<br /> � --- --
<br /> / /a 1 \� � i i --- --- ---- -� -_ .
<br /> --- --�
<br /> --
<br /> � � ---
<br /> --- ---; -----j 6. ALL CB'S SHALL BE TYPE 1 OR TYPE 1 L PER STD. DWG. �402 & �403 UNLESS
<br /> / �/ II � � � W �� � 1�� � � „ I ! OTHERWISE SHOWN.
<br /> �
<br /> � �� � , 18 YARD DRAIN AT , --_ CB 2 TYPE 1_ '
<br /> � i __ - --- , - 440
<br /> �� / Q �� �� ��� ��` �� ` ROOF DOWNSPOUT 4 44 _ -__- -_- __- _-- -__ -_- _ _ sTao+2�.GE9445.60 ____ .___ ; 7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH �
<br /> / / � I � �\ � INFILTRATION TRENCH --- __ -
<br /> � SMOOTH WALL INTERIOR UNLESS OTHERWISE NOTED.
<br /> /� / i � � � � � IE IN=443.19(8 PERF PVC)___ ; i_ ,
<br /> , �� �
<br /> � I \ � �� \ (TYP) CB 4 TYPE 1 -------- -` '.
<br /> � � -� ' � � CONNECT 4" SOLID PVC PIPE IE OUT=443.00'(�2"Pvc) 8. ALL EXPOSED GROUND MUST BE RE-SEEDED WITHIN 30 DAYS OF THE COMPLETION OF
<br /> � , 5 LF PERF PIPE -, � -�� �� � � STA 1+67.28, 9.00' �T 18LF 8" P�ERF PVC @ 0.50% CONSTRUCTION. IF RE-SEEDING IS NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL �
<br /> q-� I � . OVERFLOW DRAW TO CB #4 @ 1.0% MIN. GE=447.70' _ CB 1 TYPE 1-L
<br /> °- � � .� I � � 435 IE OUT-444.01'(s"PVC) SOLID LOCKING LID 435 PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS DIRECTED BY THE CITY .
<br /> / � � � �� I \� � CONNECT 4" PERF PIPE CB 3 TYPE 1 ENGINEER. i
<br /> � / � I \ l � � \ ` NOTE: STA 0+21.50, 9.14' LT STA-0+16.33, 9.50' RT
<br /> / � � FOOTING DRAIN TO CB 4 GE=445.7T
<br /> � / � � � � � CATCH BASiN OFFSETS GE=445.80� 9. CITY STREETS ARE TO BE KEPT CLEAR OF DIftT AND DEBRIS AT ALL TIMES DURING
<br /> � / �" � � � � LOT 5 � PERMEABLE ASPHALT OR CONCRETE IE IN=443.28� s��Pvc �E IN=442.81'(�2��Pvc) CONSTRUCTION. DUST SUPPRESSION AND STREET CLEANING MUST OCCUR AS DIRECTED BY -
<br /> / � a � � \ � I TO CENTER OF STRUCTURE ( )
<br /> � � � '�� �� � \ � �� � � PER STD DWG #430 I �E ouT=443.2s'(s°PERF PVC) THE PUBLIC WORKS INSPECTOR.
<br /> / �/ �j� � � � ��` �\ ���� �� I (TYPICAL FOR ALL DRIVEWAYS) 43 h 4.30
<br /> � � < � � '� � � cfl
<br /> 10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS.
<br /> / � I � � � � � � �r � a, � � '�
<br /> � � �'J� 4 � � i � `� � �� �I 70N ( I�1 G : R 1 � � � � � � � � 11. IF ENCOUNTERED, ANY EXISTING ON-SITE SEWAGE SYSTEMS MUST BE ABANDONED AND
<br /> / � ,r, , � .��, � � � � �- � � � �- FILLED IN ACCORDANCE WITH SNOHOMISH HEALTH DISTRICT STANDARDS.
<br /> ��� � `�' �' � �� � � 7 12LF�6"SD @ 1.0%
<br /> � � � � � � � ��,--' � � ��� ' 12. PAVEMENT PATCHING SHALL CONFORM TO STD DWG �326. ��
<br /> / �i ���Q � � � �,' --___�� � ���� ��� 12LF�s��SD @ 1.0% � -�80 � f DO 0�-00 -0+25 . .
<br /> , , , � ` , i -; � �� o PERIVIEABLE ASPHALT NOTES
<br /> l �/ ���V I� � � � I � �� �� � / '\ E R �I� PI� FILE 1. CONSTRUCTION ACTIVITY WITHIN THE DRIVEWAY AREA MUST BE RESTRICTED TO LIGHT •
<br /> � i � Q � � � � LOT 4 _ _ �__� �� , R , At.�� SS O � DUTY VEHICLES NO TRUCK TRAFFIC AND SHALL NOT BE SUBJECT TO EXCESSIVE
<br /> CONNECT 4" PERF PIPE FOOTING � I� \ � � � � ' CB 4 HORIZONTAL SCALE: 1"=20 � �
<br /> DRAIN & 4" SOLID DOWNSPOUY i 1 I � �� VERTICAL SCALE: 1"=5' TRAFFIC OR EQUIPMENT TO MINIMIZE COMPACTION OF SUBGRADE .
<br /> � ,
<br /> � 1 < '� �` � � SHED ,�....--�""�`"'�
<br /> DRAINS TO C� 4 I �I ��� ; � �!_�_ � �� �---� 2. GEOTECHNICAL ENGINEER OF RECORD (GEOTECH) MUST BE ONSITE TO MONITOR �
<br /> � �
<br /> / �� � �� � � �-�o__ � °` � � ��� � CONDITIONS OF THE SUBGRADE. AFTER STRIPPING OPERATIONS, IF LOOSE OR SOFT SOILS
<br /> � / � � � 1'"--_ � � : � � �� ARE EXPOSED AT THE PLANNED SUBGRADE ELEVATION THEY SHOULD BE REMOVED AND
<br /> � � � / � I I� 1 i � �� l�; �, REPLACED WITH CLEAN ROCK BALLAST FROM THE RESERVOIR LAYER OF THE PAVEMENT E
<br /> / - - - �
<br /> � �/ I a I� 1 � � „ ' o � ��`����--__..___ SECTION OR AS DIRECTED BY THE GEOTECH. . ,
<br /> / / ' / / � / 25LF�6 SD @ 1.0/o �
<br /> �� ` 6" CLEAN-OUT � ° l�'`� � ` - � 146LF 8"SD 3, THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE PREPARED AND APPROVED
<br /> / � � (TYP) .� I . � \ � `� % SUBGRADE FROM TRAFFIC, WATER RUN-ON, STANDING WATER, OR OTHER DAMAGE. �
<br /> // � /\ � � � , �.' 1 ��.� ` �„� \� � 17.0' WIDE X 6" DEEP SUBGRADE THAT HAS BEEN OVER COMPACTED SHALL BE SCARIFIED TO A MINIMUM DEPTH �
<br /> � 1 � � � -` RESERVE COURSE
<br /> � � � � � �'� � ,� ; � ��..�� ��������
<br /> / / \ , ,\ .
<br /> � OF SIX (6) INCHES.
<br /> � � � � \� �` � � II LOT 3 p�Ps \�� �J � - � _ ' ` �� � (, �$' 4, BEFORE PLACING THE BASE COURSE AND THE RESERVOIR BALLAST FOR PERMEABLE �
<br /> �� / � �, � �� \ � �o���G�P��� . �.�� � \ _� . ,� 18" YARD DRAIN � � �- �
<br /> \ i � W/ OVERFLOW ���5��`���� iD" � � ASPHALT, THE CONTRACTOR SHALL BRING THE SUBGRADE TO THE REQUIRED LINE, GRADE,
<br /> / / /i Q \ Q \ �\ \l G�FOQO����'O\ �� '�� �` � �p,
<br /> � �'� � \ \ �N k � r�G' E€tO�TUN AND CROSS-SECTION. THE CONTRACTOR SHALL COMPACT THE SUBGRADE TO A DEPTH OF
<br /> / � `,� \ � � � o�����oFz� � , � � � \ ., ., �r oo , CONC. VERTICAL �����c�✓o��� �;.
<br /> / � � � �� po,s� �• �� „ o ,�'� o ,, ������,��,�� 6 INCHES TO AT LEAST 90 PERCENT, BUT NO MORE THAN 92 PERCENT, OF THE y
<br /> � � y� \ �� & 6 � 15LF�6 SD @ 1.0/0 � � � CURB & GUTTER ,
<br /> � ' � � �o � � � � '� '', „ �'�'��� MAXIMUM DENSITY(STANDARD PROCTOR). ALL SUBGRADE SHALL BE FIRM AND UNYIELDING �`r
<br /> a \ _ 1 � • ;�� \ 1 '�� \ � 1 9LF � 2 HGH ASPHALT BERM '\ � � ����� �n�;� PERi+ISf �$ • i
<br /> LEGEND � � \� LL'��` � ��. � � � � ` --� GO�PS � � � � / �`,, (10" WIDE PER COE STD DWG #310) ��a�� ,/?�_____�..._-- ��Qu*��fl ��Eo� To �raR,���
<br /> '`" AS DETERMINED BY THE GEOTECH.
<br /> p1YY CONSlRUCTY9fd ON THIS
<br /> � `� � LO�f 2 ��� �P��� � � `� ���,�`�� �pP���`�` rQ�` ��'�� 5. TO PREVENT COMPACTION OF THE SUBGRADE WHEN INSTALLING THE BASE COURSE AND
<br /> � � I � p0 ,�Q p �i PERMEABLE ASPHALT ,# P�oiEcr as c��aoma��� ps� ,
<br /> CUR3?LPl7 xrr sr��ao�ans aeao
<br /> � MONUMENT IN CASE (AS NOTED) � i J � l/ �\ ����sQo�s�v��� � � ����� ���r���� ��7 w U���� THE RESERVOIR BALLAST THE FOLLOWING STEPS (BACK DUMPING) SHALL BE FOLLOWED: �
<br /> � � \ PEFtMIT FOR COM>7'FtU�TY0P1 N�15 �
<br /> � FOUND SURVEY MARKFR (AS NOTED) � � '4�. `� � �� G�pO�g�O���� � � s �'�- � � �'�' c � " �I�`'��'� °�`�'a�'�'�°. THE MATERIAL IS DUMPED ONTO THE SUBGRADE FROM THE EDGE OF THE INSTALLATI0�1
<br /> " �
<br /> O SEWER MANHOLE , � � -' / � �� ��6��� �/ � //\�\ \ NN` � 14LF�s°SD @ 1.0% � AND SPREAD INTO PLACE WITH A TRACKHOE. .
<br /> co � c�FaN our � � � �;�� � � '� ,'������' oo�o � � � � � ,,� �B 3 /55 6. FOLLOWING SPREADING AND FINAL SHAPING, EACH LAYER OF SURFACING SHALL BE
<br /> s
<br /> � CATCH BASIN 4" SOLID PVC � `�� � ,� .'��, oC��� �'�/ � �' �xs Q � /5 LIGHTLY COMPACTED IN ONE LIFT UNTIL NO VISIB�E MOVEMENT OF AGGREGATE IS
<br /> ` � �� \ ��o�F-6S ��' / �� � � e'' �55 OBSERVED RESULTING IN A FIRM AND UNYIELDING CONDITION AS DETERMWED BY THE '=�
<br /> � CATCH BASIN TYPE 2 DOWNSPOUT DRAIN -- - CB �
<br /> TYP �� � 2 � �' - f'/ .-���`� CONCRETE GEOTECH. �
<br /> � � � �� 20LF 6"SD @ 1.0% � �' Q �.•�i �S5 . CURB & GUTTER ��Y
<br /> Q STORM DRAIN MANHOLE � � \� \� - •
<br /> � � \\ 1 ��� � � ��J � � ��\ j =�� -'i� 5� ,-- � PER COE STD DWG 307
<br /> �/ / / � .
<br /> � FIRE HYDRANT 10 LF PERF PIPE „ �,� , �� � a�P.� � � ,i� . Q .-� � 55 //� 38LF�12"SD a)0.50% (nP) PROPERTY
<br /> � 4 CLEAN-OUT �LOT 1 G v \ � o .,-� � / � LINE
<br /> � WATcR MET�R �� � � ��� oo�`���° �' � `� ; ..�-''� °� ..'' ��' HO USE CNSTR UCTION NOTES
<br /> LOT 1 9 � I �� � `� �cG�o��� �'� '� � � ' SS/ � � 30.0' .
<br /> � WATER VALV� C K 7 � _� ��,S� , �� � ��^ ` ,��: � .�� COE SEWER & WATER ESMT
<br /> B L 0 � � o � ::::: :: t 55 ,�
<br /> � WATER BLOW OFF �- 1 � �� � � G'C�6 ��� , ��'� P � :::: �Q:::::::: � ` � -',- � / i 5.0' 20.0' S.o' 1. HOUSES ON LOTS 1 & 5 SHA�L INSTALL DOWNSPOUNT I(JFILTRATION
<br /> BEV�R�Y �ARI� � , � ,. � � ::.: � S ,-�� �,' �, � LANDSCAPE ACCESS ESMT LANDSCAPE TRENCHES IN ACCORDANCE WITH THE APPROVED PUBLIC WORKS PERMIT �
<br /> `Zv UTILITY POLE r � �� �� � � \ r��� �'' e '°:::�4ae::.:::... ! p �; �
<br /> AFN 1 4596� ��-� �. � . '` ���� 5 �',��� �y. � ESMr ,�.o' - ESMT DRAWINGS. A MINIMUM OF 75 LF OF TRENCH SHALL BE PROVIDED PER 1000
<br /> � �'�� � �.� 39,,• 1 i � o � ��
<br /> x� I IGHT POLE \ �� �,� . � 55 ��, 5� _ - - � - 1 oq _ _ _ _ SF OF ROOF, PRORATED FOR THE ACTUAL ROOF DIMENSIONS.
<br /> .....
<br /> � ZONII�IG . R-1 � \ � �::::�� 55 --� i / - .,. ._ �_ -' 2. LOT 2 SHALL INSTALL SPLASH BLOCKS AT THE DOWNSPOUTS. ti�
<br /> �
<br /> / \ / `\\ \ a.\.;\ \.\.,\.;\,.\.\\..\\'a.\ ;\,\`\'\..\_r\�`\_,e\. �\\,\;,,�..\,\,\ ,,� �
<br /> � UTII ITY POLr ANCHOR � � � 6'� �� � "/�' � Ex. cB 3. LOTS 3 & 4 SHALL INSTALL PERFORATED STUB OUT CONNECTION TRENCHES
<br /> �- . ... ..� s � , .. � ��. . �,. ..,._ �_.. . � . �� ,. ��
<br /> ti ,
<br /> � PAD MOUNTED TRANSFORMER � �`�, � �.:::���Q::����� � � � � � '� � 5 r, , � � � �' � '� � � ,
<br /> � , � : 55 � RIM=445.44 x 4" MIN. COMP. DEPTN CRUSHED BETWEEN THE HOUSE AND THE ACCESS ROAD DRAINAGE SYSTEM IN
<br /> � , �:.� %�J '� 5� IE NW -443.99 (6"PVC) ,, ,,
<br /> a PO�NER MET�R � `�, \ � ss � ���I / � � �- TENSAR TX5 GEOGRID %%%�% i�°"= SURFACING BASE COURSE ACCORDANCE WITH TNE APPROVED PUBLIC WORKS PERMIT DRAWINGS.
<br /> ,,,,,
<br /> �a cas va�v� ` � � ✓� ,���P� 5� � CB 1 ���i��i � /�i��i��i�` 2" WATER MAIN 4. FOOTING DRAINS FOR THE PROPOSED RESIDENCES ON LOTS 1 & 5 SHALL BE ,
<br /> ° � ♦ so s \ 18 LF 8" PERF PVC @ 0.5% \�'\� �j/����\����` PLACED AT LEAST 12"LOWER THAN THE BOTTOM OF THE FOOTING ELEVATION. �
<br /> � GAS METER , , ° �/ .��,0� 5° � PERMEABLE ASPHALT LOAMY SAND ��,� � � ��������. 4" COMP. DEPTH 5. COBALT GEOSCIENCES SHALL BE NOTIFIED OF ALL DRAINAGE AND
<br /> 2 X 124 ROOF DOWNSPOUT .a � / �C s� So Ex. CB �� ,- /\�j`
<br /> � MAILBOX � . el �' J � RIM=445.00 OVERFLOW UNDERDRAIN TILL �//�% PERMEABLE ASPHALT INFILTRATION SYSTEM PLACEMENT SO THAT THEY MAY REVIEW SITE S01�
<br /> INFILTRATION TRENCH ,. , _ sa/ /�\/
<br /> s��N 18" YARD DRAIN �° � � IE(SW)=443.70(6��pvc) � 4 ' ' '-�/���! 2" LEVELING COURSE CONDITIONS AND TO VERIFY SYSTEM INSTA�LATION. �
<br /> � �/i,./i��
<br /> � COMMUNICATION RISFR 4' W/ OVERFLOW � Z a (� �a 50LF � 2" HGH ASPHALT BERM 8" SEWER 6" RESERVOIR COURSE,
<br /> � � P 1 Q !� � I EX. SDMH (10" WIDE PER COE STD DWG #310) 1-1/2" CLEAN ANGULAR ROCK
<br /> � POWER JUNCTION BOX � w - � o
<br /> �:�
<br /> � N RIM=446.31 �
<br /> � m o � � 4 ASPHALT 3" BASE COURSE
<br /> Y�x 2� 25' IE NE,S =442.51 18"CONC
<br /> -X- F�NC� (TYPE NOT�D) �` --�� ' � O o �� � � � � WALKWAY 1-1/2" CLEAN ANGULAR ROCK `r
<br /> -SS- SaNITARY SEWER ROW � a Ny� ROW IE(NE)=443.61(6"PVC) •
<br /> ... . � � ` N 6
<br /> .. I Q I
<br /> -so- sTo�M oRai�� " m � � � ACC'ESS ROAD & �PERMEABL� ASPHALT SECTION A .
<br /> -P- OVERHEAD UTILITIFS f I I \ N PER COE STD DWG 430 & 431 � "
<br /> 3 � `, � �OAD & DRAINAGE PL,A10� NOT TO SCAI E
<br /> -UGF- UNDEftGROUND UTII ITIES I I N
<br /> W WATER � � 1 REVISIONS PER COE 5/4/18 COMMENTS RAH 5/10/18
<br /> -�- GAS I " � REV. N0. DESCRIPTION INITIALS DATE
<br /> �� ROCKERY j vTrz,r�coNFz,rcTNOTE: � � � � ROAD & DRAINAGE PLAN
<br /> w�
<br /> ASPHAI T CAUTION: G• M��O,� �- �o�o��������� BUSTARD CUSTOMCONSTRUCTION, INC
<br /> °< <'. CONCRET� � THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND ���OF WASy� �ji� , ,
<br /> I I � PO�HOLING A HEEUTILI'T ES ArND'SURVEYING�HE NORIZONT LEAND VERTICAL LOCATION PRIOR � ��� �- � ����������� �� � S H 0 R T S U B D I�I S I 0 N �17- 0 0 4
<br /> � GRAVEL 3 � � TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UT(LITY LOCATE � 1-800-424-5555 AND � � � q � � p 9 � CITY OF EVERETT, SNOHOMISH COUNTY, WASHINGTON •
<br /> ORDINARY HIGN WATER FLAG rHEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTlLI7Y CROSSINGS
<br /> ��W� � TO PHYSICALLY VERIFY WHETHER OR NOr CONFLICTS EXIST. LOCATIONS OF SAID UrILITIES 'Oo �, 2its� o �,� �, V I I � � g I � � � �S DRAWN BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> ,a r ��`" 3 Know what s IJ@IOW. AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND �FSF�I STERF'G���" H � H H � H H H H " '
<br /> W� Wr TI AND FLAG � ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL S/ONAL EN � JSM 10�18�17 J.C. McDONNELL 9 = 20
<br /> C1II before you dig. CONSULT J.C. MCDONNELL ENGINEERING, PC TO RESOLVE ALL PROBLEMS PRIOR TO P 0. BOX 13199, MILL CREEK, WASHINGTON TEL:(425) 744-0916
<br /> � �, ' H � N DRAWWG FILE NAME CHK. BY F.B. N0. J08 N0. SHT. N0.
<br /> PROCEEDING WITH CONSTRUCTION. MAY �8, 20�8 _ � FAX: (425) 744-0946 6053 FLORIDA ENG 052218.DWG 6�53 3 of 6 �
<br /> �:�
<br />
|