1300 W MARINE VIEW DR 2006 Plans 2022-12-27 (2)

I . . . . . . . ..... . ..,....... .. _....� .. _ . . ' . - _ LEGEND: MATCHUNE STA 24+94.60 - SEE SHEET C7.9 � rn —so--� STORM DRAIN , � � d " . � r� Fso-- �ow oiREcnoN V � n � � ! I BACK OF WALK � S CATCN BAStN, TYPE A � w � � � � Q CATCH BASIN,:TYPE 2 � G G G--}-G � G� G G G G G G G G G N Q � STORM MANHOlE � � I w �o. TRENCH pRAIN, SEE vWi ,� CB �3A I I � �--�- -E—�-�---�—��-�—-�--�—�- tn A � � F � � � CUT-OFF DfKE C7.15 F W W W a IW l W—� 30�I.F 8��5� w W �— —G— PROPOSED GAS 0 84+00 p 12TH$Tg�T a 85+ 86+ .0 8�+00 73TH STREET O —W— PROPOSED WATER 0 P- -W ---P--K--�P P--�� P-�-- P--a —r-- P- � P- -H' -P—T � . + 3H LF 8"0 O 1.0% � ry ^ � J^ � 30 LF g0 � t.59d + —SS— PROPOSEP �NITARY SEWER r� 5S SS SS SS SS SS SS S SS SS S 55 SS ^ a0 a Z� 3 ap —P PROPOSm POWER � CB 3 � Q CB 5 CB �6 �=I T a —T— PROPOSED TELEPHONE N T �' CB �4 �� cn � N —C— PROPOSED COMt�UNICATION Z �'�S= "L��= ==�L===�'I=-= a"CV i� - 1==��L-�--.L=�== �-=-L ==-_L�—==T�_—��___�_C_ _�__ _�__�-cs = W . ti, ' Z �-L7 PRAPOSED L1GHT POLE U ,� CB �36 � 3 `F'` /� u u 14 LF 8"0 CB �7A c;'° x � 'iREE WELL F t !� BACK OF WALK � 2•0� ��y� � 0 WATER METER VAULT � MATCHUNE STA 24+06.t9 - SEE SHEET C7.8 � . . SCALE IN FEEf . . 20 0 2o ao STORM DRAIN STRUCTURE TABLE CB N0. STATION OFESEf RIM «�T TypE 6RATE � : ELEVATION : iYPE Z 3 CB �3 STA 84t43.00 18.27' RT. SEE PROFlLE SEE PROFlLE: 2 406A .....................................:...................'g.. �.�.... .............. E s ,v,i... .............. . � ............ : e w; , . : o A ;... ...,.t.�. ..'... ...;.... �.........i... . . .._.......... .............. .............. ............. .......... ..'.,7,..7.............'...... � ` ' � o�� ` c � ^� ' : � N n : �(��.2.. .d.-'o i' .- ... ...... .. M CB �36 STA 84+43.00 32.84' RT �51 18.51 � A 406A ri M�N�� ` v��N� : �� = ro N��: � �^r� . U CB �4 STA 84+87.28 19.59' RT SEE PROFILE SEE PROFlLE. 2 40 A � : s ��u e ��w ' ��a ��u^` �e u 8 �- : : � �W W � : m �w E : cm.� �W � � �w U: m�a W W CB �5 STA 85+26.45 19.49' RT SEE PROFlLE SEE PROFlLE 2 408A W ...................:....................;................."„""""".....:....................;..................;...................;..... ............;..................<..............A�i;...................:................. .............. .............. ....-....U...:................ ........... . . .. W � : : : : � { I .......... N . • • 406A . . . � : � ` . I : . . . : : : : : E : � : : : : . : : w � : : ( 6 : i : : � E - I . N ' : ` ` � : CB #6 STA 85+68 20 18 27' RT SEE PROFlLE SEE PROFlLE . 2 . CB 7 STA 86+76. 00 19 16' RT vi 24 ...................<.............�,..:........_...._....;..................;.........:. ..'..................;...... ...........;...................;....... ...... ............. ............ ......... 24 CB �7A STA 86+81.10 32.84' RT SEE P54FlLE $EE17 59Fl� A 406A ...................;. , . . . � ' : E N E w 3 .............. .............E..;...................................... ............ � , : : : : i . . . , o , �I ° , _ a ; g� � o CB �8 TA 86+76 00 11 15' LT 20.76 7 7 76 A 406A : i : E :. = . •� : : . : E ' i S °D 20 . : : ' � I I : I _ � � `i' CB NOTE: FOR Tl(PE{2 CATCH BASINS,5SE!'GRATE AT CURBLINE ' `�6A ro ; � : _ t ...--•..............>..................;.................:..l..............<...................;... ..............:..................:.... .. .........°:......_............;...... .... .......-�- ....t?................>................ .............. ....... .............. .............. .. 20... t .... ..'... ..;... ..�... ......::. M : . . . . . . . . .. . . . : : � i i i : . i i i i i ' . W � . . . : . ..;... v`-i . . . � ' : � ? �os i.F:�2'm � �.a� � NOTES: � � LF 18"� : � . � rn �6 p 44 . E : ` : � : 1. SEE SNEEf C7.1 FOR CIIY STANDARD DETAIL w ...................:........... ` ....,.�...............;..................:.... ..........;..................:.... }..........;..................;:. .. 16 t,,� REF CE z . : : : : : : ....... .............. .... .............. ...,.......... ............. ............. . = 74 LF 18":m � 1.0% E : � : . � 41 LF 12"0 : - ; ...;.. . : : . e : 4� LF 12"0: ,� y 1.0� : ` . � EREN HOLE. AND Wli:ER FOR.CATCH BASIN. STORM MAN U :� 1.0% � V T�0 TFIE GENTER OF THE E5TRUCTURE.NS REFER � : : : F a 12 : : : ' � : �; a � ...................:...................;..................<...................;...................;....................:...................`:..---..:............:..........._.......;-� ............ ............. .............. ....._. ............ ............. .............. ............. 12 � : : : : : : : : : ..�.. -�:- ---i-z�I.. . . ....... 3. WHERE WATER. CAS� POWER. TELEPHONE. AtJD �f COMMUNICATION CABLE INTERSECT STORM L'INES, I DffLECT WATER, GAS, POWER, TELEPHONE,.AND COMMUN�CATION CABLE UNDER STORM UNES. :..................:...................;....................>..................:....................;..._..............;..................<...................;.................._;................ , .............. . .............. , ........._... . .............. ......_...... .............. .......:...... ........._..... 4 ..;... i... ..;:.. i... ...;.. ..;... .:... , - CE B PROVIDE t2 INCH MINIMUM CLEARAN EiWEEN UTtL111ES AT CROSSINGS. PROFILE HORIZ: t'= 20' . . VERT: 1'= 4' ° • _ _--- _ � � �.. � � � Llr _ � ; . . . .. .-__.... . ; .. .,_.. ._... . ._.__.. .. .. . 9 4 . r � � � � . . 9 � . . . . � . � . � 1 � r��v�. APPR�VED "- -... � j -"—F OCT 0 4 ZD06 �:. M � � ' !�C SEqYiCES PUBCM WORKS� � � � DEPABTMENT� o KEY MAP I�I�m� �, �� , E C`! � � NOT TO SCAIF ci Eq. . "� ANS P R IS PEOUIflED PIiqP . . 0 STARTIN6 A NSTIIUCTIOM OPt 3Ht5 �y am �� Y��"�Esa'E'TM'T IF L" DOnE�S��NcOT♦.M.�EnASURE 1' � � GONOiTiONAt EH CU NT STIWDRRDS N�TE � � � _� � . - � . FOfl C P TION H1S eEEN t"^�� UST SvnLLJ 'WWWRDINGLY• I / .0 '. . . . . . I PR0.IECT ENqNEER: �: `.P p RT Q F E VER E T T °"'�.�"o. � . �', n. � • • I 60Kw SUYA H. KUYPER AS NOTED �� PO�O °y�� '�• DESIGNED BY: ��: NOR'fH MARINA RE�EifELOPMENT C.7.2 i D. YE AUGUST 4, 2006 ��FRAS7RUCTUFtE PHASE t c� No. 3-O�C�03-09 � 728 134ih Street SSP1•Suite 2U0 oa�WN�: ��Km g,: � Evere�. on 982U4 ��9fsMfERF'�� W. CIRIDON PRo,,ecr : � P•�� p 8i4io6 PERMR APPROVAL/CAN$TRUCTIpN BB�,E�&� �gY_ ST�RM �3F�AINAGE PLAN AND rio. PD-NM-2005-06 Ph:425 74t-380Q j R��LE �- 12TH/13TH .STREE �,�,.No. s, oF�s3 $ (423) 259-3164 omm�s Q3 03/07 �JOB NO. 27-D4-015 NO. DATE BY REVISIOM N0. DATE 8Y REVISION .� . . . . . � . . � ' . . . i