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I - ,/ 'L 1� 1. � I 4", Is a L i Nk , , .w *%� � , r / 11 ;-+ 1%* . - I '*%k ;, 1^1 .,-. , L . . - "e, ,", ; ./, ., / ,e _� .11 I . : , ,^ . \ / � , L" �, I \ , ;, -'IF 2i It, "?, . — & � . I I 40% , ,� � � , . . - I I/ . . , P�; ,�l , / ., �� 'it ale / HATTON G"T f%"F-k . : . . : ... .. I . I I I . I . I . L SEW- -H"f"( . . �.uft� �� . . TH . . . I... Ty I . r C014TROL POINT Om r L ELXVATM = &U*W 446W-D . 40 20 0 4(1 80 �. SCALE: 1'.O* 49 . � . VICINITY .' . P . ' : .. I . ".. I .. I � ft or �v Z 1�, /­ . .. . IZ-111 � . . I I I .. � � I � L . .. L L .. .. .. L .. L - - - ��,; �,;; �; I : . , , Ek FIRE HYDRANT , .,.Y,.,, �� s " � I ;­' 11--iL ;� � - EX. WATER M R i ETE ­� .� .�,e,- " �� ­�, -,,, ?:�� " EX. WATER VALVE , , � , I � I — ", ll�-,�,;. 1. , I , EX. SANITARY SEWER CLEAN OUT � � � ,,!. L�. I I—— EX. CATCH BASIN 1%�.. �l , I, ­- , . , I 'I'll EX. POWER POLE . 0, . � .. : .... . . I � 14A/ . 4 .", _ I .�', I.. . , , EX. LUM#"E 0 EX. DECIDUOUS TREE 11--, . EX. CON(AM CURB & GU i i M ),","-.�,�',,",�,-;,',,—,%.-��,,�,,�.,�,. I . * , .1 el I > . ll� i , " �1� " ,,,, r � . � L I .%i � 1. , L� �l . t �l f �'l L .� "i.:*'y -� I "I r�"".'%'*"'�L,L', EX., CONCREM ?­­­�; , I .­,­­­w_:1­ ­f�� I , . " . � . ...' ­ i I I . L , I I 1. ASPHiALT 147 ftl•Al,tak iA;..W, Ao!:A ullv-*,,T,* i ­ t-,.IC WA,IrA°5lwe"t L'►iif,,,,#,,,',:#, 0(. STR`ING , - �.,':� - _­.:�" ­,­­.­­­­­, "","',";"".'L��'--�r'�",�-,L�. ��.: ­r'' _ . �- — Ek UNDERGROUND POWER 1.111.' - I 'EVWR �- -1 . � 0 , ��_,� r I I EX. EDGE OF PAVMEW 1. 1 ­­ 1'.,�',,*­,I�l . .. _>`lm I 1. . "L' I ". EDGE OF GRAVEL ,­ . I i ." ­­ I., ­­ . " ! "i I k �( I 1. 11 I I - U. MMOR CONTOUR I — _; .A NOR CONTOUR : .. I . ".. I .. I � ft or �v Z 1�, /­ . .. . IZ-111 � . . I . . .. . . . . � .x � . r . . . . w � . •r m A I I& r .. i I . . .. I . ; .. I I .. ­ , .. . � N 4) �* m 0 -1-%� ... . . I ...... ... I ... i Ill a5 0, . � .. : .... . . 11 ..... ... 11 .. . 0. Irr% . . � 0 . . go Atk . .. � . , I � .. .. a. .11 .. .. � - L� f , . 0" , � I . I . 0 #A_ I . . . . 11 � r . . r .. c � A , < q . . I � � 11 - I ., . i' rJrrr I � 'x ` i" ;t . . I . . 4000 � 0 .w I «. , . I 4ia � i .� j i f I I � (o mi 2 I I ..... . ! .. 444 � . ... i , . . 4 I . r im., . .. : 11 . I .. .flll. rrrrr ..... . r 0 r z w I .. .. �� , . . ... . : i w ! . .. -A I I : .. I . ".. I .. I � ft or �v Z 1�, /­ . .. . IZ-111 � . . I � , 1 I � m A r .. i I . . .. I . ; .. I I .. ­ I . , . .. . � N 4) �* m 0 I ...... ... I ... i Ill � MAL V.1 r, 0 r 0 0 � 0 i ; I.. �, 1! .. "r, 0. Irr% . . � 0 . " -�.1 " , I 0 , I � .. .. a. .11 .. .. � - L� f , . 0" , � I . I . 10 #A_ I . . . . 11 � r . . r .. c : i'A . � .. ... ; .r. ., - . Al - . , ;' � . A , < 4 0, f . . I � � 11 - I ., . i' rJrrr I � 'x ` i" ;t . . I 4000 � 0 I , . , , . . " - 1, 1 .2 Tm ! . , V) + *0 0 r � i .� j i f I I � (o mi 2 ac I ..... . ! .. 444 � . ... i , . . 4 I . I I .. � - - , .. ) � .. m .flll. rrrrr ..... . r 0 r z w I 8 ��� .. .. 11 . w plillillow 0. 'a --z 4 - AP M, _--,V,' ED FOR CONSTRUCTlflld BY: - ----. — DATE: I DEVELOPMENT REVIEYV ENGINEER, CITY OF YELM APPROVAL EXPIRES: . I . I =]�m M = offiNlimmmp" .. 1 .46 ,-a N I w I wo W ." . . . . r's omw -qq 0 A m li i. ti 11 1%,__ -Top view operating nut m ,; -- . ; ., i Lz..e- I ,:r��i,��i,���!���, - -- - - _THRUST LOADS d � x ,� a1. _. W. I ���� I� 4 1. ... . 1. I.. z s• v � e "�- ''��`'� THRUST AT FlTTINGS IN POUNDS AT 200 POlfP1DS PER SQUARE INCH OF WATER PRESSURE � � --) � of payment Mu,. o �� ° „ ° ° "l / ° ` _ a = . I Paint. Hiyd,natnt Weather shield Q LIVE TAP �/ a° � J 1, � PIPE 90° BEND 45° BEND 22 -V2° BEND 11 -1/4° BEND DEAD ENO Sun Yellow High - - - -- �� � - , • j - } o ,-, �. Grade Enamel Bonnet ( - - % qtr �, � �. "�% /iy /i� /,�! %���� �'Y pp \� DIAMETER - - - - -- OR TEE Q co > °�° x > I - � # 13372 = - � � _ J- � 7 \ a � � � °� TOP VIEW �fi: 4" 3.600 2,004 1,000 500 " 2,800 °Q w ­.. ­ ­ I.., . . . . . . . . . L--- 2 r 2^ Hose connection Y .. u i -, I—— . ... _ HYD:RANT OFFSET TOP 1EW TOP IEW .. � "Imads I ' CONCRETE 6' 8,000 4,400 2,300 1,200 5,700 � = d a z•rrP. i � � WYE .f- -- --._4 ��p" Ste4amr COflfl @C�10i1 THRUST � 0 U Wi a , - with NST threads See valve bax and - ---I- e�ocK ITVP� - -..____. I . . �� I � : � .. I . & 5" Storz adapter valve stem detail- i � 9 :�� n - -- - - -� (. _.__­___ L � �- � / % \/i 8" 14,300 7,700 4,000 2.000 10,100 i. '�� � _ - I'll v `���`��j /� 10" 22,300 12,100 6,200 3,100 15,800 I.. : Style 5 -37 wfSC cap 6-� � � i :. �, r4�� F'��io 18 " -24" I ��� o) a ° o /�\j/ � < i /?i; r: `� %/ � � `����i��� %T a "4��%j. , : . '__ � a �� \:���;� \� / \� /�% � \ \ /.� � � �� ° �\ 12" 32,000 17,40Q 8,900 4,500 22,700 �. �- - Ground -- i`�� � '� � � \: �� % � ���� i SIDE VIEW \!� \,���'.! /��!�� �� �° �. -��!� \�% � \�� 14" 43,800 23.600 12,100 6100 . 30,800 D 1% 11 . . - . , IF e I - . . . I . I . - Z = SIDE VIEW SIDE VIEW �\ \\ 16" 57,000 30, 800 1 ,700 7,900 I 40,300 °� TO SUIT �•- ._..___- StaMiP�Pe 2' TYP. y '�� CONCROLLED DENSITY - -- - -- - --- -- - - - -- -- �-- -- --�- -- -- --- 0 4 tre s~ Fanged fire � � BgCKFtLI TO SPRAY TEE CROSS GATE VALVE HORIZ. B'EMD �, . ;y t ` �� depth 3' Minimum hydrant tee + � HERE of awiN � Each Pi JOt�Y B�� I � v Fl x MJ STAINLESS STEEL \ / \.�\ �\,�\ ��\� // /` /� \���.� \.� \�j %\ /// �1�}��l \��j/ � � 24793 � I -,J1, '"' . k , VI V'"Tl � �' TRPP�NG SLEEV£ \� �� \� � \� \ �i' O � .1 I TA0001, i_ I � #1106 EBAA Iron, - y , � , ,y � % \� � � � F E F, / i�� / /�� �✓ :, �/ � i ✓/\ G ASTER �� inc. ra a� �i ° �� ��, � -- �., , �� NOTES: Fss - �N� , 8.� �J �9 _ VALVE AND SLEEVE SHALL BE GROUN %!�, L C \� \< ��� - /�`. � \� ANAL 1 L SUPPORTED AND BACKFILLEDAS � N o e a ,' j � �� 1. BLOCKING SHALL 8E CEMIENT CONCRETE CLASS 3000 POURED IN PLACE ": . - - - SNOwra BE�ow -R�cM. �\� e ` / i� � a \ L/ F�_.­­_ -- - \�, AGAINST UNDISTURBED EARTH. FITTfNG SHALL BE ISOLATED FROM CONCRETE � :.� . . .__ t GATE VALVE � r ,/ � ­ ­ _'­ ­ �_ _... � . � - -- -- �FL x MJ � a -. -ra � (� � j . � � -� I � � � ✓?�� THRUST BLOCK VNTH PLASTIC OR SIMILAR MATEf21AL. ;; . ­ 1. . . �_6" Class 52 ductile iron ��{� I �� �7�'�. � . '�'i� ; f �T' �� 4 >9 °a � � pipe cut to length rEE ��/� a K' �'%� ��� \��\ \�� \! t D /\ a �'� \� NE THE BEARING AR64 OF THE THRUST BLOCK fN SQUARE ::. . . .. I I 1. L 6" gate valve, FL X MJ - -- -! '. ��i\����/���'��t',�!%� 2. TO DETERMI .., � - �.i��i��i� \i� \\i�� � � FELT (S.F.y .., see note betow I �� DIAMETER -- - TEE WITH CROSS VI/1TH CTNOSS WITH PLUG OR iCAP EXAMPLE: 12� - so° BEND IN SAND AND GRAVEL LLLL LL +-Mo Varies of w� PLUG PLUG PLUGS 32, 0 LBS 3090 LB/S.F. = 10.7 S.F. OF AREA ��� : -- 4 „x8 "xt6" concrete block � - - - ----- - - -___ - - -- �� � .�`��������1�!���� I 3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND . � N \ . :1 � - . I . � . � Hydrant shoe 1 = �,��j- Backfifl to top of drain ring housing CONTROLLED DENSITY BACKFIIL �I - -- 2' --I T � ��j�� \, SOIL CONDITIONS. z W m � 11 bolts with 2" washed rods as shown Plastic barrier between POURED WIDTH OF TRENCH SOLID BRICK SUPPORT \ ��\�/ 4. BLACKING SHALL BE ADEQUATE TO IMTtiSTAND FULL TEST PRESSURE Q � W 1. I I 6' x 6' sheet of 11 mil. plastic or con- t and tee �%' �i AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UMDER � �' (� 4) . �N�� �� �Ve�� Z„ ��� � CONCRETE THRUST BLOCK �j >'v � ALL CONDITIONS OF SERVICE. � � � m p 11 Concrete thrust block NOTES: `�i 1. iii I ((� � (Q . . cast -in -pace against -- -- "����' : ��` SAFE SOIL BEARING LOADS 7 . Notes ftfing. ��, 1. 11 MIL PLASTIC OR CONSTRUCTION ��' - - - - -- - - - - - -- at � ­­... . o _ o i FOR HORIZONTAL THRUSTS WHEN THE DEPTH f.��:: iLI dil. " FABRIC SHALL BE WRAPPED AROUND 45 �O � OF COVER OVER THE PIPE EXCEEDS 2 FEET 1. Hydrants shall be Located in i � h g�bQ� g psp PIPE AND FIT'fIFJGS BEFORE THRUST VERTICAL BEND - - -- - - - -- - - - - - -- � ," } Q � in addition, a minimum three foot BLOCK AND BACKFILL ARE POURED. ___- -- - -- - - - -- POUNdS PE� `�� Q (L � r radius unobstructed working area shad CITY OF YELM, W ASi NGTON CITY OF YELM, WASHINGTON � CITY OF YELM, WASHINGTON SOIL SQUARE FOOT CITY OF YELM, WASHfNGTON �; p � � 1% be provided around all hydrants. DEPT. OF PUBLIC WORKS _ ___ 2. CONTROLLED DEPISITY BACKFILL IS A DEPT. OF PUBLIC WORKS DEPT. OF P�UL�UC WORKS ____. -- -- - - - - -- - -- DEPT. OF PUBIC 11VORKS Z (5 PLANT MIX CONSISTING OF :3100# -- -- - - MUCK, PEAT 0 Q Z Q W CL 2 Hydrant shall be Dresser M & H Reliant style 929 SAND, 450# WATER, AND ONE SACK NOTES: �� - a � C 0 OR 129,MueMerCentunon, o���wM�a��a�. FIRE HYDRANT CONNECTION TO STANDARD SOFT CLAY 11000. THRUST LOADS �,,� Q }m 1. i (34#) OF CEMENT. t. CONCRETE THRUST BLOCKING TO BE i p L� T- ++ . . EXISTING MA�:N I POURED AGAINST UNDISTURBED EARTH. pLOCKING �ETAI� SAND 2,000 a (a .. . . LLI� ;, 3. Gate vahres shall be resilient wedge 3. MJ CUT IN TEES SHALL NOT BE 2. PLASTIC BARRIER SHALL BE PLACED BE- �- SAND &GRAVEL 3,000 � J d' fW N RS with O-ring seals. Valve ends shall gppROVEO DWG. NO. PERMITTED. APPROVED owG. nio. 7WEEN ALL THRi1ST BLOCKS &FITTINGS. APPROVED pyNG. NO. APPROVED py,�. po. (1) O,M be Mechanical joirrt by ANSI flanges. SAND 8 GRAVEL 4,000 � O 0 Valves shah c�nfwm to A -- 6,m7 4. SUPPORT VALVE AND SLEEVE --------- - - - - -- 3. ANCHOR REBAR SWALL BE 5/8" M{NIMUAA � -13 CEMENTED VVITH Z Ill r- PUB�IC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE �'� O PUBLIC WORKS DIRECTOR DATE CLAY PUBLIC WORKS DIRECTpR DATE 6 -14 W � to Valves shall be Mueller M&H, Kennedy, CONTINUOUSLY THROUGH INSTALLATION. DIAMETER. _._._ _ __ ___ � _ M '! Clow R/W Of Watemus Sefies,500. �ES. OWN. CKD. DATE oes. overt. c�co. �A� HARD SHALE 10,000 Z � rrr DES. DWN. CKD. DATE DES. DWN CKD DATE JEG TIM TEW raw 3/15/00 JEG TEW TEW rtw 3!15!04 JEG TEW TEW TEW 3 /i� /� - - -- __._ - -- -- JEG TEW 1-- -TEW rEw 3115!00 Q J . . T -W .� W .. z .. .1. ­..."..., ­ I'Ll.-I'L.��,o,_44_-_-*'LL,,,"."_.V.,.",.,"o.4�:,IW.U.A,,w.l."-..41�-.1i��.j.1.);w. ­.­.--­­­L­.. I � .."ol."'..'a.m., I I.... ~_ .;..! I'­"­_­-' I . . - � . I : _: W �w I .. .: . : � r � .. .. -SAW CUT EXISTING PAI�MENT. EMULSIFIED ASPHALT GRADE RESTORATION DEPTH - TRACE TAPE 12" TO 18" UNDER THE MlNIMUAA 0.25' CIASS'8' A.C.P. CSS -t TACK SHAH BE MPLIED VARIES. \ FINAL GRADE. (COMPACTED DEPTH) OR EXISTING TO EDGES OF EXISTING PAVEMENT. PLUS aoe�, w+a+cr�a �s crsEn-rFR ra�.io�Nrs sr+al se sEn�eo \/ - /// j - -- -- .. APPLIED IN MAXIMUM 0.17' LIFTS - --- USING PAVING ASPHALT AR40001W. �\ � \� �� � 1 067'GRAVELBASE ° a - ' < ` ° ° �- � -- \ \\��. L 11 COMPACTED TO 95% � � EXISTING \� /� W OF MAXIMUM DENSITY O.iT CRUSHED i. PER. 2- 03.3(1d1D ----.--.------ i TOP COURSE SE PAVEMENT \� j\\ `tl � TRENCH 9ACKFILL TRENCH BACKFtLL - - - - - -� 'TRACER WIRE (SEE GENERAL 1' MIN. COMPACTED PER. SEE NOTE 1 8 5 WATER NOTES NO. 7) TYP. /\ 2 -03.3(14 METHODS __ - } --- Z 11 /j� 6" MIN. O ... % X11" f �. . �����'' 6" MIN. I 1 BEDDING MATERIAL -- �__ -- -- SEE NOTES 2 8 5 .�j��j��j��j�� j��j��j� �l%/ t 11 I MINIMUM 0.75'CEMENT CONC. PVMT. TRANSVERSE CONSTRUCTION j(C)INT. ,\ �, ����������\ �����������\ OR MATCH EXISTING PLUS 0.06', SEE STANDARD PLAN M1 WHICHEVER IS GREATER. -- SAW CUT EXISTING PAVEMENT. � UNDISTURBED SOfL � �,., . . , I , t . . , ::: .. i L . 0.6T GRAVEL BASE ,%, I I .�_, I I :. � N . �\,�_ "-, �, I M1_ .1 ", I , I- M-S 1; . . COMPACTED TO 95% . &.'�.`_' � I I - - ofMnxx�+t�r+s�rr o.n�cFZVSr�o ��IsT� NOTES: Q to PER. 2- 03.3(14}D SURFACING RIGID TOP COURSE PAVEMENT ���____.r_ .. 1. A MINIMUM COVER OF 3.5' SHALL BE MAINTPJNED, EXCEPT AS REQUIRED AT CONNECTION POINTS. 4} 11 I'll �� +- -� -- - TRENCH BACKfILL 2. �TIVE BACICFILL SHALL CONSIST OF CRUSHEq PROGESSE�, OR NATURALLY OCCURRING GRANULAR MATER44L. O COMPACTED PER. IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR i 1' MIN. OBdECT10NA8LE MATERIALS. IT SHALL HAVE SUCH GHARACTERIS7'ICS OF SIZE ANEt SHAPE i}IAT IT WILL ;i� 7yp, \ \` 2- 03.3(14)C METHOD C COMPACT READILY COMPACT. / //� /j% 3. NATNE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT TWE MAXIMUM AGGREGATE J \��� �' SHALL IS 8- INCHES. �i�' 11 I�� � /s 4. NATIVE PIPE BEDOfNG MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE SHALL IS � (() 1 -NCH FOR PVC PIPE AND 1 112 - INCHES FOR DUCTILE IRON PIPE. � � 5. WHERE NATIVE MATERIALS HAS BEEN DEEMED UNACCEPTABLE BY THE CRY TRENCH BACKFILL AND PIPE �' Z Q BEDDING SHALL MEET THE 4VSDOT STANDARD SPECIFICATION REQUIREMENTS OF THE FOLLOWING SECTIONS: TRENCH BgCKFILL - 9-03.19 .. rr W 10M OUC1llE IRON PIPE �CmiNG - 9 -03.15 ,7 (�J IL _...___ __- -- -- - - - -- .- -- - -- - -- PVC PIPE BEDDING - 9- 03.12(3) CITY'OF YELM CITY OF YELM, WASHINGTON � W � ... 1. DEPT. OF PUBLIC WORKS__._,___ DEPT. Of PUBUG WORKS � '„ ... . . .. TR:EN:CH$WPAVE:ENT TYPICAL WATER MAIN � '� L , L - ... L.. L No,�s: RESTO.RATION DETAIL TRENCH &BEDDING �" � .., . I - .1 . I .. I'll, ______ r _.�.�."_� ______�.­._ ... .. I ' LL . . :, :: , 11 .. I � t. ALL MATERIALS. WORKMANSHIP. AND INSTALL- AFPROVED pNYG. NO. APPftOVEO DING. NO. O ATiON SHALL BE IN CONFORMANCE WITH THE �+, STANDARD SPECIFICATi(NVS FOR ROAD BRIDGE 4owl'O �-- ---- -- �--- -- --- -.._- ---- -_._._ L`_ � C � � AND MUNICIPAL CONSTRUCTION AS AMENDED BY PUBLIC WORKS DIRECTOR DATE PUBLIC WORKS DIRECTOR DATE V J � 1 1. CITY OF VfLM STANDARDS. DES. DWN CK�D. DATE= � DDS. DWN. CKD. DATE Q -- JEG � � ( S'C _ 1a'3� JEG T� T� TfW 3115/0 I I .... :. I I LL J W __ _____ APPROVED FOR CONSTRUCTION . . , .. .... . I L. , �­,­Ll L , �­,­Ll ''. :... . I .. , .. .. I I �.� ::: .. I. 11 I r I - (THIS DRAWING DOES NOT REPRESENT A RECORD . . L ­ ... . ­ L . ­ I . I ­­­­-7. . � 11 .-.--.--.-. . - --------------- - - - . j DOCUMENT, UNLESS CERTIFIED BY NATION GODAT NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR - - -- - - -- - - -- BY� DATE: AGE NCY N __._._- ___._- PANTIER. THE LOCATION ANfl RROTECTION OF ALL EXISTING UTILITIES. Tf'�� DETAILS ON 1'yIS SHEET W1TM AN AC,ENCY TITLE BLOCK WEftE,PftEPAftLD BY DEVElOPH1fNT f2EV1EW ENGINEER, CITY OF YELM ... THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR THE REVIEWING 11��►�y qND WERE REQUIRED TO BE INCLUDED ON TMIS PLAN BY SH@ET: -4 _ OF_ ? 11 ANY ALTERATIONS TOTHE DESIGN SNOVVhI HEREON TO CONSTRUCTION BY CALLING THE UNDERGROUND LQCATE ��D AGENCY. TFi�E DESION EMGItdEER MAKES iJ0 WARRAPITY AS TO THE SUITABILITY E: /dgn�'13100113- 10(UYPCClCDS �- MUST BE REVIEVWD AMA APPROVED BY FtATTON SINE AT 1- $OO�t24 -5555 A MiNiMUM Of 48 HOURS PRIOR TO ANY OR APPROPRIATE��g$ (}F THOSE DETAILS. SOME AGENCY DETAILS ON THIS SKEET IND�EX: 13- 100wtr,dwq I . � GODAT PANTIER. EXCAVATION._ MAY HAVE BEEN M�pDIFIED TO SUET DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH. APPROVAL EXPIRES: _ -- - - -__- - - -- - _ -_ - - -- + B: 13 -100 .1 . I . I ... . I . . L . I . .. ­­ IL . I - ­ . L I .. . __ __ - L­j-­------__ ­­ . ­ ­­ __...._ - -L __­­__.­_ ---.,L ,,,._,,,,.r_,,,,____ -L, � ­­.­­...­j'jL­.',­­ ' ' '' . . ..- _011111-0-0. . I I _L ' ' I .1 .­­­ ­­­ ­­_ _­1 _ _ . ­ I _. - -1 ­ - L '' -%. --j'­ ­ ' I L 0.10 I I L -1 .. - I - 0 ­­ --'-- I— '' "-'' I— -- ­- ­.' ­­­11�. ­­­ L­ Lj,­,,,,L -1__­_1__­._.., ­­­­­­.' L . L � . � -­I.­ -'L-- ----' . 1 Diw .. U­-_" QT1111 h..1 1;(Ifln R'A'hl..Ic .1 w 50:1 10 RD AV y WA 9M7 s tJh4MAR:Y. APPROXMATE ORDINARYHIGH wA TER MARK-' jr -.09 xOf 4e A �01 ell Jz -Ike* eol FEMA CROSS SECTION �S 100— YEAR BASE J FLOOD ELEVA TION 33X 01, "wi Ay" m m SO P1 G L'EG SOUTHVoES TERL Y LiVITS OF - ? tell NA A? D AREA SPECIAL FLOOD HAZ4R er J�h A bi "or -100LYEAR FLOOD WUNDA TED BY HYVR05EEI? AREA 5EE CIVIL NO T TO SCALE .0d JA 4f 41 'Ir ope ci 411" w Oil f4 ell, �,A 4p A, All 'e, 14 de, le le, J% or ,kl MTTON (5A"T PAPMER 40 20 .40 80, SCALE: 1" 40' 14 *A. CER TIFICATE NO- 5W 41 :1i Z Ile MNDSCjW a, jz� v) �j A� A4 'ey r, TION FROM ALL MV REMOVE ALL EX157-7N6 V.V*c5C #,A 'i "I, 1. SCARMY OR 07NE K' Y" tLL LANDSCAPE S� IOR TO OR 41, PLANTIN6 6RAM A /Ir 0 N A? 41 A A,' RIPARIAN V� le, J* Ile No.p 1ww 7W U 7V Tr ACCEPT W- JIMHOUT 10-R APIP VAL T1 op� LA BUFFER J 2. N T 6 95 BE Aj T14E AROWMCT, CIT"r 1.40 YM.M AhV 71C OYWER. APPROXIMATE LIMITS OF THE 01 .1k, 'f, 1�'A U) ele 41 RIPARIAN BUFFER :7ET 150 FE4 4r T 10 .-!Y J, 1� 0 A" PL A W� MA oQV F"W LOCA 10' Ile 0 ell =TAUATION. ALL PLANTS V�� pi __1 11011, / "t A', SOUTHWESrERL Y OF THE OfOINAR Y HIGH WATER MAP OF 1. IOR "rO 1W K �4, + 'Ile -It 1K 1�' ;;, 1 1.11-', A '10, �r ;4 " 1�� ", f7 SHALL TNOROUSPHLY YtATEIRM IMMMIATELY PLANTINO. A. 41 - ;P!� li� 1116' k? I '01 .1e 41 .4. W I Nftwt s--VRA CKPILL SNAU A ANTI B-A 4. SOIL MI X FOR TION AhV PL "I' JI 'z OSI W-7 S. 7M' MANWE! M e� i�_, 'e, T AMOOM IL c )06 5 Tth6 4- j A, -7 1�? , r,$'/ ?4 - I r > 01- l" 4t _�` - , — " '-- � 3, '\--n I., - q , I . ,,, "" I - I "mL.1r_* I A kir^jCL#A*. AL p, 0R .0 1. PIWLX*�eTS hoWi �0� 4W I >0 MUSHROOM 4;� .5 VINE. UA V L F Ifilm IL A* J� PLE A-Ai Al —1 ., _ I, , LAO UNF I 1 7' 1 Ai 01 1k "A" 145N AF IR '40N 0 es. SOIL 71 F 19EMEPIAT f �4 APPR04XIMATE 'e4r OR-M A , It, toe TO A UNIF 4 "ik' PREVIOE Vr MwACE (5RAVEmS, 54 6 1w now %Gmr%AD1NG 17. T /7 SOIL mix NO - E RUP '0' HMITI:� 1141- -It 1-, 17., S 41 CAOIC YARV 1000s mix TO E ell SE IhJaH E-'.P- TH, 8* TYPE H LANDSCAPE tsU A I A ROLL ALL M ��H STATIC. A R4CKS AhV C4wODS 2 t14 01 Sh400rH# iiv - I.' . . - ;1 t 41TY4 A JwLiw ell, 41 AREA P 5A W10N, ALO�* 000 z" L''� /% 1, 46t - - ------ �X J14 if It / NfIX IN A HYDROSTATZ FAT 41 P 'A le r­ ;w (01 011 4�1 V) i0i - EVERGREEN HUCKLEBERRY 6 Do- U. Ga LAS FIK ft=A#EDM'ftfwtE GRAILWM; SURFACE AND 'MrZa"'D AREA HYDRv0zr, 81 TY*r`E tt LANDSCArr-Tc.. BUFFEKO"' JV r im "r Ile, EXI.SrIN.6 !SITE p?, IP4, 1 1�' �1 FEMA Ft 000�WA Y JL, �A LS 1; P `v 'Av ...... -lip A?-V 09- 5011. MIX f*2TE 4. TO FTAW AW A "Is AIR IhISTALLArtON OF "NT MA7' w el ...... led, A Z '14 .0% V, &RAM I co "ol, ImOR ALL PLANTS SHALL 11�' al Ade -Rut lqm, 2. Ile A d4tA" TABLETS, A ;e MRAM TA E FOLLOAS awl"" Alft 2 iSAL Ir e' LAJR5M U4 AND ell -e .1' A TABLET EWVAVwENT EdACHdo le ,v TABLET, ALL. 4 SET TA&LE70S Ali, ANLL)W EMI, 41 VAU ilwl 11 li? 1�' Ii, I rk" A TIL I IS N% j�- 00MC71.4r NeXT TO Rg"T BAiLL. Nn PC 'R !'�E LANVe P A#"- TBEC, T. rON Ff -OM lip ;V4 NOT TO SCALE AC CBPTA&.Z .17W AQArHORIZA CAJ E '01 1k v, 4f :P 4 f� . 41 44 Ile 2 "e" P16' I hi MWEI VE A INC44 MINI""" 6. AU ANC7 64tOU Ch:� >1 'AW ��.CeH- K.-ANT :ft 41 .1 �e pf j;41 Ir .1 R &Amft�_ too- 0 S.FJ OF HE. K-F rw�el W� .9 > le r YARDS 4,1 Jll' 4" POT WrO 501L MIX PM NCTE 5 F"hn"S ANTW IN ji� 40 - i 16 4t 1p ARE NOT ACCEPTABLE. 4', 4, SARK �OMCfH Ohk Y 40'f jF' 141 er As 6 4p C10F AS APFW,40VZV '�K RIPA4RIAN q. AFrLY A 6RANLLAR OR "m ell, BUFFER 5. It' �1' e -LANOSCA ARCHITE TO ALL AhV &RAOUNDC I., % I X 11K SARK MMCK )TRJ0VT10N OF J. p H: �,.N .1 1. ., lwl� 91i A I f APE -0 7-�-E- S.-A-71SrI-A—C- VNE LANC�SC 10. ALL MOW SHALL TICN OF N 'EAR I!t ALL T S �A 6VARo -LL CHIMCT A, N-- 00C Sih- LL BLE 0 OW. FqJ AR PLA qr x_w t 'RePLAC&��,� SHAJ-L 0 �'ANCE RE-4WARANT� PIS < 4 'rT, AJLL .1� OATE OF AC L ee - Ile ei, dl jol T� 11 -A e, e er Y7.AR FIWM VATE OF. IN.—MTA"ATION. v? I/ FOR AN0vqA*ft" f 4' /A kt V, -Z e I ip rk 4.1 TI IN =R lWeLL)VES AN Ig"516ATION 5"1 TEM, IT SHALL INOL-LIDE FOLLO"IN& `0 41 r i� -I "I f� C&A A I Ir Ile, N. . A . , I " i "I I , r' " % . I," ill ly �37 JtJUA PHELPS"CALfor'. LILAC le, IV� �AC7A �Q 0 A CNC7 i e_jw��� IMIMIA Tit-1:*1 AAft!)i Y7r*41AN TWF 1XM1AAr1t17N _4;yi_;TFm T?!) A .e A VEL KIT HARDSCA 'RA*r O'N.TO V -0 Em R f '0 S I 4 -4 ITI qT RX FL 0 QD E L E VA TION 3 35, -1 POS Y PREVV� FF aw 7,� I'll, 410 ;e 71 -Ilk > M15JAL 1dNmVrr. Z b fir 110� JON UNDM A" CoOMPM01%6 x" r, "IN 2. A!561AI&m TE STATIONWW5 (ffYVffu0Z0Nff5V TO AREA5 ^VTM Pfft�� JA-PA 8 S" Pww*NCIL H .0. LLY IF uwa x qvir-f VT '%N AL 4LaW TpjF %W­%d7 _W J6ff JW W nP'jr -%.,#I qr f Alit %,.ff Nswu w-my x I f fit 13 NoIr to SME MW Sym-18L �0 A AL "07 C. -1 V 4 F>LANT 00 IvWN t"! C Acer circinatm 5 1 112' CAL. EVER,6REEN BLFFER. Fir &MIR HT. R 5HRU65 0 V06cinim ovatum Evergreen wckleberry to 3 &AL, a 5' 04-C. EXPFER .15HRUB5 11-.Mla Collf6rnlo 01oc 37 5 &AL. a 6'0.C. W. cooeawfts Fhe/1:7s, Melps EVILVINO -15CREEN 1 lex crenoto 54 5ky Penctl Japanese Holly MOW 41 HT. a 4.5'O.C. SOUTHVoES TERL Y LiVITS OF - ? tell NA A? D AREA SPECIAL FLOOD HAZ4R er J�h A bi "or -100LYEAR FLOOD WUNDA TED BY HYVR05EEI? AREA 5EE CIVIL NO T TO SCALE .0d JA 4f 41 'Ir ope ci 411" w Oil f4 ell, �,A 4p A, All 'e, 14 de, le le, J% or ,kl MTTON (5A"T PAPMER 40 20 .40 80, SCALE: 1" 40' 14 *A. CER TIFICATE NO- 5W 41 :1i Z Ile MNDSCjW a, jz� v) �j A� A4 'ey r, TION FROM ALL MV REMOVE ALL EX157-7N6 V.V*c5C #,A 'i "I, 1. SCARMY OR 07NE K' Y" tLL LANDSCAPE S� IOR TO OR 41, PLANTIN6 6RAM A /Ir 0 N A? 41 A A,' RIPARIAN V� le, J* Ile No.p 1ww 7W U 7V Tr ACCEPT W- JIMHOUT 10-R APIP VAL T1 op� LA BUFFER J 2. N T 6 95 BE Aj T14E AROWMCT, CIT"r 1.40 YM.M AhV 71C OYWER. APPROXIMATE LIMITS OF THE 01 .1k, 'f, 1�'A U) ele 41 RIPARIAN BUFFER :7ET 150 FE4 4r T 10 .-!Y J, 1� 0 A" PL A W� MA oQV F"W LOCA 10' Ile 0 ell =TAUATION. ALL PLANTS V�� pi __1 11011, / "t A', SOUTHWESrERL Y OF THE OfOINAR Y HIGH WATER MAP OF 1. IOR "rO 1W K �4, + 'Ile -It 1K 1�' ;;, 1 1.11-', A '10, �r ;4 " 1�� ", f7 SHALL TNOROUSPHLY YtATEIRM IMMMIATELY PLANTINO. A. 41 - ;P!� li� 1116' k? I '01 .1e 41 .4. W I Nftwt s--VRA CKPILL SNAU A ANTI B-A 4. SOIL MI X FOR TION AhV PL "I' JI 'z OSI W-7 S. 7M' MANWE! M e� i�_, 'e, T AMOOM IL c )06 5 Tth6 4- j A, -7 1�? , r,$'/ ?4 - I r > 01- l" 4t _�` - , — " '-- � 3, '\--n I., - q , I . ,,, "" I - I "mL.1r_* I A kir^jCL#A*. AL p, 0R .0 1. PIWLX*�eTS hoWi �0� 4W I >0 MUSHROOM 4;� .5 VINE. UA V L F Ifilm IL A* J� PLE A-Ai Al —1 ., _ I, , LAO UNF I 1 7' 1 Ai 01 1k "A" 145N AF IR '40N 0 es. SOIL 71 F 19EMEPIAT f �4 APPR04XIMATE 'e4r OR-M A , It, toe TO A UNIF 4 "ik' PREVIOE Vr MwACE (5RAVEmS, 54 6 1w now %Gmr%AD1NG 17. T /7 SOIL mix NO - E RUP '0' HMITI:� 1141- -It 1-, 17., S 41 CAOIC YARV 1000s mix TO E ell SE IhJaH E-'.P- TH, 8* TYPE H LANDSCAPE tsU A I A ROLL ALL M ��H STATIC. A R4CKS AhV C4wODS 2 t14 01 Sh400rH# iiv - I.' . . - ;1 t 41TY4 A JwLiw ell, 41 AREA P 5A W10N, ALO�* 000 z" L''� /% 1, 46t - - ------ �X J14 if It / NfIX IN A HYDROSTATZ FAT 41 P 'A le r­ ;w (01 011 4�1 V) i0i - EVERGREEN HUCKLEBERRY 6 Do- U. Ga LAS FIK ft=A#EDM'ftfwtE GRAILWM; SURFACE AND 'MrZa"'D AREA HYDRv0zr, 81 TY*r`E tt LANDSCArr-Tc.. BUFFEKO"' JV r im "r Ile, EXI.SrIN.6 !SITE p?, IP4, 1 1�' �1 FEMA Ft 000�WA Y JL, �A LS 1; P `v 'Av ...... -lip A?-V 09- 5011. MIX f*2TE 4. TO FTAW AW A "Is AIR IhISTALLArtON OF "NT MA7' w el ...... led, A Z '14 .0% V, &RAM I co "ol, ImOR ALL PLANTS SHALL 11�' al Ade -Rut lqm, 2. Ile A d4tA" TABLETS, A ;e MRAM TA E FOLLOAS awl"" Alft 2 iSAL Ir e' LAJR5M U4 AND ell -e .1' A TABLET EWVAVwENT EdACHdo le ,v TABLET, ALL. 4 SET TA&LE70S Ali, ANLL)W EMI, 41 VAU ilwl 11 li? 1�' Ii, I rk" A TIL I IS N% j�- 00MC71.4r NeXT TO Rg"T BAiLL. Nn PC 'R !'�E LANVe P A#"- TBEC, T. rON Ff -OM lip ;V4 NOT TO SCALE AC CBPTA&.Z .17W AQArHORIZA CAJ E '01 1k v, 4f :P 4 f� . 41 44 Ile 2 "e" P16' I hi MWEI VE A INC44 MINI""" 6. AU ANC7 64tOU Ch:� >1 'AW ��.CeH- K.-ANT :ft 41 .1 �e pf j;41 Ir .1 R &Amft�_ too- 0 S.FJ OF HE. K-F rw�el W� .9 > le r YARDS 4,1 Jll' 4" POT WrO 501L MIX PM NCTE 5 F"hn"S ANTW IN ji� 40 - i 16 4t 1p ARE NOT ACCEPTABLE. 4', 4, SARK �OMCfH Ohk Y 40'f jF' 141 er As 6 4p C10F AS APFW,40VZV '�K RIPA4RIAN q. AFrLY A 6RANLLAR OR "m ell, BUFFER 5. It' �1' e -LANOSCA ARCHITE TO ALL AhV &RAOUNDC I., % I X 11K SARK MMCK )TRJ0VT10N OF J. p H: �,.N .1 1. ., lwl� 91i A I f APE -0 7-�-E- S.-A-71SrI-A—C- VNE LANC�SC 10. ALL MOW SHALL TICN OF N 'EAR I!t ALL T S �A 6VARo -LL CHIMCT A, N-- 00C Sih- LL BLE 0 OW. FqJ AR PLA qr x_w t 'RePLAC&��,� SHAJ-L 0 �'ANCE RE-4WARANT� PIS < 4 'rT, AJLL .1� OATE OF AC L ee - Ile ei, dl jol T� 11 -A e, e er Y7.AR FIWM VATE OF. IN.—MTA"ATION. v? I/ FOR AN0vqA*ft" f 4' /A kt V, -Z e I ip rk 4.1 TI IN =R lWeLL)VES AN Ig"516ATION 5"1 TEM, IT SHALL INOL-LIDE FOLLO"IN& `0 41 r i� -I "I f� C&A A I Ir Ile, N. . A . , I " i "I I , r' " % . I," ill ly �37 JtJUA PHELPS"CALfor'. LILAC le, IV� �AC7A �Q 0 A CNC7 i e_jw��� IMIMIA Tit-1:*1 AAft!)i Y7r*41AN TWF 1XM1AAr1t17N _4;yi_;TFm T?!) A .e A VEL KIT HARDSCA 'RA*r O'N.TO V -0 Em R f '0 S I 4 -4 ITI qT RX FL 0 QD E L E VA TION 3 35, -1 POS Y PREVV� FF aw 7,� I'll, 410 ;e 71 -Ilk > M15JAL 1dNmVrr. Z b fir 110� JON UNDM A" CoOMPM01%6 x" r, "IN 2. A!561AI&m TE STATIONWW5 (ffYVffu0Z0Nff5V TO AREA5 ^VTM Pfft�� JA-PA 8 S" Pww*NCIL H .0. LLY IF uwa x qvir-f VT '%N AL 4LaW TpjF %W­%d7 _W J6ff JW W nP'jr -%.,#I qr f Alit %,.ff Nswu w-my x I f fit 13 NoIr to SME MW