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HomeMy WebLinkAboutW-401409I • • l • ' •• •■ NOME 26.5 INV SW 2 MH • , , �1 IMH B113. .. rl���r� .. �i■I � ' Inl�■ r II'� .����'�I��R- �■JI����[ � �l.r'f••�I�I®�� (1 �I��c���11.�j� � �iii•aw � . 11 �..��o/��� ::..ar.■���■ir���7.��1/ .u.nww.��i ,L!s:�i��.rw.�.n 1'I �I��I� f�71■�� � I t� !I : : � II `-!YID � �� _fie � __.�� _ I_:ar� ii.-i-e�:r. •rs�e.w�■w� ��i��� 17 �m1l=mp ���•►7.191ur�� / • i � 11 � l� j -iii��=w�-1(■�i07�:� ���ca��'_� ocug�!,_,II�����I■w•■w+a _ ■•ne.eu-r.�l"�_!�!!�!�� ��:C�/ � RIM 27.1 J ` • 1 p_� • UGT(STILL ACTIVE) • 1�INV E 20.13" • �,� I RIM 26.00 ! �d. � II it -Q '��/� .�� \ ►I•►ti�` � � 'i . . 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II �'r� 1�r y;► Kw' un ►y♦ ♦�i�:A�`���1�1�j��..�: oua •• ' ® l S_� _`'_ .� ice'. -t __-_ i��._-:.-=rY:"•' �'I��_i_ , , / � I � � � '�!�)I�!��•a��vli.A ��V%/''*.p .�I rlra�fiS--,, �1�1/- ► �/ %�t, -:. ■� - ,,,��►�_ ------------- STS _ I► e i,. �. �N,,w�, . �� ., - ,off;,, .y.., ■ _,n ` ,r � � ' ;I" ` \ . 1 r . � � � i1 •�w�!���� �.► (A���A 4:''r(�6i)���, ��r��+�j' �.�•'� i': (I I II • ��� �► , Ij (� 1(i 540 TOP 26.3 • I - : �; �. � : . �� 1 I OVER Il�f I : ��. i• : �_��� i 1� �� - 9 (pmi►�T�I•"I �Ii ��� ■ ■ fir.. ��:lill��� RN,i - •T--P�.,,h,�:•j• .11,�,• r.�� • �fi•g;`Irh.A•.I�^ • ■® ' i%j/��i�`ijt{►�i Ij'•�►�/i'.'" ''\/ifl► �a�IILi/1!i%' ■■■�' ■ IIIIl. �� .,,gip►...,-:.;•�l►,►�/ ®�I/® {%.�•��►� � �r � ��5�� L'_SUBSTATIO � II�;i ��►✓�li•III � �I I� fS 8' C III TMH RIM 6 3 WIN I ►_ 1►11:/ r_ 11 1 MH GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL .5 I BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 2" 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, 4 ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL PILE AND GRADING INFORMATION. 3 8.8 5 C501ST STORM DRAINAGE OR STORM SYSTEMIMPLAN SHEETS ROVEMENTMPROVE ENTCDEETAI . THROUGH X I 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 26.3 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. No. 360 DI 8• ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN "01-69 - I INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE 26.4t TOP 26.2Ek I INSTALLED PER MANUFACTURER'S RECOMMENDATION. INV N 24.2 INV N 24.10 ACT 24.2 BOT 24.10 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY 2 LOGGED OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES X ABANDONDED ARE NOT REQUIRED. TELEPHONE CONDUIT MISSION 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE - - - - - SM60 AND SM60BH OR APPROVED EQUAL. 1-� RJR FW �MA- & 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS A AT BIORETENTION CELLS. IWFM Ff IN => BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E .1 �ER, TY BIORETENTION CELL PER DETAIL 3 ON SHEET C501 -6F 1IVER, ;r �• It = -�1 rTYP CONSTRUCTION NOTES &'PAP PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL AM-.I� •-.�I RUN COMPACT an :. ���i��'ill , +' .� III . • • • .. -401409 k, IS III • . • I •• 1*.'°� r�;!;;ti�:,=�/.-��1INV SW 23IW -p -•• ► r► %dll 1 - �, 1 • ( W ICI � II � l� Q TEL. VAULlI ❑ 1 ABA w r N PSQ�P� MH 15 4-74 BRUSH IF IF11,8PUFA 0 SCALE NONE 1• ■ 4.1N. - ; ': IIIIIIIIIIIII 1111111111111 `I`I`�'�'� `�,,A B C 1 � v6u C12 ,�:,► ,.! (IIIIIIIIIIIII IIIIIIIIIIII 1 1111111111111 IIIIIIIIIIIII IC - o �� r.0 C1 in �� ° / IIIIIIIIIIIII 1111111111111PAP .� - a� • „;� ,f 111111111 I I I I I I I I I I I IIIIIIIIIIIII 1111111111111 ,�IIIIIIIIIIIII CB-ISIC; , ;•�,%'+•,�/ i.� .1�►�i �;� i►I1�.•�. ►!sIV I p i• o ( ►; ��!' . Mil • ., (III �' 11111 Iw�i { "�'► 111 IIIIIIII t- �... IIIIIIIIIIIII r,�:� VAr ho +SA C26 ,�; ail I 1 306A ���� )�.QII; �ll NO 294A • ,�.,���' �_ IIIIIIIIIIIII .' IIIIIIII �■���"- . IIIII . • , if;� ,��; ... 11 1111111111111 � ' • . .� i ,;;,�;�IRRIGATION IIIIII�III��.� , �F. f/_■1'11 .. i /®'� ��'fir'"'� •INICK G- •UNDCOVER, 27.70 -401444 .,/i J. BergerABAM CALL 48 HOURS �� B O 0 R E YOU DIG 33301 9th Avenue South, Suite 300 1-�00-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 M sQ REVISION APPROVED DATE sM APPROVED MITIGATION HANGAR C180242 ABAM SPT 10/09/18 L UPGRADE 20 SCALE SITE PLANS (DHA 09-1737) 9488981 AAC DAHD 04/30/10 R MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 M RECORD DRAWING PARKING LOT 20 RFI 14 J#120147 DED REI 05/08/13 H DRAWING OF RECORD J#030198 REI DED 11/04/04 N PED PATHS & PARKING -RECORD W1759198 ABAM 05/01/15 J RECORD DRAWING - 10-80/-90 DEMO HGI/ROG DAH 07/20/07 P 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 K RECORD DRAWING - REMOVE DOMESTIC & FP WATER HGI I - 12/15/08 E I PARKING LOT 15,16, & 17 J#130306 REI DED 09/30/03 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVILPERMIT SET DEVELOPMENT ENGINEERING 0 V3 20 0 20 40 Ann Fowler 12/14/2018 N DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet SURFACE WATER UTILITY rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 R 10/19/18 WP• T THIS DESIGN AND/OR CHECKED �,���'� SPECIFICATION IS APPROVED ESHI NGINEER 10 09 18 TITLE SHEET APPROVED BY DEPT. DATE BEE 10 09 18 MITIGATION HANGAR CHECKED Cj 18 F C35 31271 ww RENTON N TO N SITE JOB N0. COMP N0. ��ss�oNAL APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-18F