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20130331 Signed Plans 090320141' =100' 0 50 100'•0 LEGAL DESCRIPTION PARCEL B. CITY OF YELM BOUNDARY LINE ADJUSTMENT NUMBER BLA -05- 0513 -YL, AS RECORDED UNDI AUDITOR'S FILE NUMBER 3935810, RECORDS OF THURSTON COUNTY, WASHINGTON. BENCHMARK SURFACE MONUMENT WITH BRASS CAP, 3.5' EAST OF THE AS -BUILT CENTERLINE OF FIRST STREET, 2' SOUTH OF THE AS -BUILT CENTERLINE OF RAILWAY ROAD, SET BY R.H. RAYMOND PLS 22346 FOR THE CENTER OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST, WILLAMETTE MERIE___ COVER SHEET A PORTION OF THE N.W. 1/4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY WATER VALVE OF YELM, COUNTY T OF OF THURSTON, -«- UTILITY POLE WASHINGTON CONTOUR DC VERTICAL POWER 333.0 PROPOSED SPOT ELEVATION DATUM WATER VALVE COMMUNICATIONS T FIRE HYDRANT OF FLOW DIRECTION ARROW -«- UTILITY POLE - -- 330 - -- CONTOUR DC THURSTON COUNTY CONTROL POINT NO. 839 EL = 332.18' (NGVD 29) CONVERTED TO NAVD 88 ( +3.42') = 335.60 SPECIAL NOTES 1. THE SURVEY WAS PRODUCED BY GEOMATICS LAND SURVEYING AND THE VERTICAL DATUM WAS LATER CONVERTED TO NAVD 88. BARGHAUSEN CONSULTING ENGINEERS HAS NOT VERIFIED THE ACCURACY OF THE SURVEY, AND IS NOT RESPONSIBLE FOR ITS CONTENTS. 2. SEE SHEET C5 FOR GRADING QUANTITIES. r I LEGEND: EXISTIN I PROPOSED SURVEYOR GEOMA,TICS LAND SURVEYING 703 YtLM AVENUE WEST P.O.BOIX 2550 YELM, WA 98597 -2550 CONTA(;T: DENNIS; BAKER TEL 3160- 400 -5263 FAX: 3,60 -400 -5264 SHEETINDEX POWER 333.0 PROPOSED SPOT ELEVATION XI WATER VALVE COMMUNICATIONS T FIRE HYDRANT OF FLOW DIRECTION ARROW -«- UTILITY POLE - -- 330 - -- CONTOUR DC RECLAIMED WATER VALVE — FLOOD ZONE CSEWER MANHOLE Il' -T - "7� "�: A EXCAVATION AREA EROSION CONTROL NOTES AND DETAILS C5 OF 9 VO SEWER VALVE OF 9 _= EX. SIGN f _/1 _� FILL AREA TREE PRESERVATION PLAN - EDGE OF PAVEMENT OF 9 -- x - - - - -- FENCE OF 9 SURVEYOR GEOMA,TICS LAND SURVEYING 703 YtLM AVENUE WEST P.O.BOIX 2550 YELM, WA 98597 -2550 CONTA(;T: DENNIS; BAKER TEL 3160- 400 -5263 FAX: 3,60 -400 -5264 SHEETINDEX POWER — —w — — — WATER (PAINT MARK) s5 SEWER (PAINT MARK) COMMUNICATIONS T (PAINT MARK) OF RECLAMED WATER — — — — — (PAINT MARK) —330 — MAJOR CONTOUR - 11J --- - - -- -- MINOR CONTOUR — FLOOD ZONE SURVEYOR GEOMA,TICS LAND SURVEYING 703 YtLM AVENUE WEST P.O.BOIX 2550 YELM, WA 98597 -2550 CONTA(;T: DENNIS; BAKER TEL 3160- 400 -5263 FAX: 3,60 -400 -5264 SHEETINDEX 0 o O a Y U n 2 � V N O n Q O Ws Cl OF 9 COVER SHEET C2 OF 9 EXISTING CONDITIONS C3 OF 9 TEMPORARY EROSION CONTROL PLAN C4 OF 9 EROSION CONTROL NOTES AND DETAILS C5 OF 9 GRADING PLAN C6 OF 9 SITE SECTIONS C7 OF 9 TREE PRESERVATION PLAN C8 OF 9 LANDSCAPING PLAN C9 OF 9 FLOODPLAIN EXHIBIT ENGINEER /PLANNER BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72nd AVE. SOUTH KENT, WA 98032 (425) 251 -6222 FAX (425) 251 -8782 CONTACT: HAL P. GRUBB, P.E./ IVANA HALVORSEN GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 1805 - 1136TH PLACE NE, SUITE 201 BELLEVUE, WA 98005 (425) 284 -3300 CONTAC=T: KYLE CAMPBELL, P.E. HYDROLOGICAL ENGINEER ED MCCARTHY, P.E., P.S 9957 -171ST AVE SE RENTON, WA 98059 (425) 271 -5734 WETLAND /STREAM BIOLOGIST WETLANDS & WILDLIFE, INC 15129 -55TH DRIVE SE EVERETT, WA 98208 (425) 337 -6450 CONTACT: SCOTT SPOONER NOTES 1. ASSESSOR'S PARCEL NUMBERS: 22719240300 2. GROSS SITE AREA: 329,788 SF (7.57 AC.) 3. MUNICIPALITY: CITY OF YELM 4. EXISTING USE: INDUSTRIAL 5. EXISTING ZONING: INDUSTRIAL UTILITIES /SERVICES WATER: CITY OF YELM 105 YELM AVE WEST YELM, WA 98597 TELEPHONE: (360) 458 -8410 SEWER: CITY OF YELM 105 YELM AVE WEST YELM, WA 98597 TELEPHONE: (360) 458 -5410 POWER /GAS: PUGET SOUND ENERGY 6905 SOUTH 228TH STREET KENT, WA 98032 TELEPHONE: (253) 395 -6850 TELEPHONE: FAIRPOINT COMMUNICATIONS 106 2ND STREET YELM, WA 98597 TELEPHONE: 1- 800 -441 -3564 FIRE: CITY OF YELM 105 YELM AVE WEST YELM, WA 98597 TELEPHONE: (360) 458 -3244 AUG 0 5 2014 APP IVED FOR 770N �- DATE.• APPROVAL - 0 o O a Y U n 2 � V N O n Q O Ws U rn w .W 0 i a J L 3 lo K U fw ~ Z w o 1, OT o� z w o O i S m wao C) N N a N N z— � U � w w �o 7f i w W m a a I Zw in W Ln �z u7 N a x a x n c a a 2 a 2 $ V T m N VI 3 3 a w m u 0 'I Jq APP IVED FOR 770N �- DATE.• APPROVAL - 0 0 N I I v Z U d o O a Y U n 2 � V N O n Q O Ws U rn .W 0 i a Z O 3 lo z N � ~ Z O 1, OT o� z w o i S m wao C) N N O N N z— � U Z �o 00 w N J I I Zw in 3u') 0 0 N I I v Z U d o a Y U n 2 � V N O n Q O .W 0 Z O z N � 5 a� z 1, x Q o� z w Ld i S m Q C) N N p 5� 00h1 N z— Z �o 00 w Q I I Zw 3u') Ln �z u7 N N w - d� J TQ z r Z •� � W V 2 J" 0 CO Nr' E Z r� X U n m 0 a N 0 E 0 3 0 n N P n N n 0 N a v a 0 ON W .'Z. =: P` F a o O sT sus J � - I 30' II 1 II !I V� ti I 'C8 8 I 4 I! S e� 5' 10 (1A HEF Crystal Springs / Rhoton Road Exhibit Map DEED FOR RIGHT OF WAY. GRANTEE: THE PUBLIC. ,WEST 30 FEET. A.F.N. 8606190140. Ji A 3' ry THICK BRUSH rt � V \ �. ' "•+.. 3j A Portion of the Northwest 1/4, Section 19, Township 17 North, Range 2 East, Willamette Meridian V` City of Yelm, County of Thurston, State of Washington u 3 33s i �3 2 J� if�l DUMP TRUCK \ \� PILES i X V • ) � a vim' �, T���V'� 9.v i _ \ 1 \ Area = 1809.01 6q. Ft-,. � \JHICK',BRUS}( Area 4.1547 acres \�\ V A t 1 � 1 A � 4 ,3 1 i4` - -•2 - - Vie, =... - - � =-�-_ = _�.���e ' AWTHORN 6 �8" TREE vt ! PARCEL A BLA050513YL v z )PI AR �t ii i 10 • �. AID viTHOR �`,1 V ' � f 3519238 \ FIBER i \_ m i OPTICS 1 VAULT HE \J APPLE `V, 3�J96� A `, ni 151 SO"�..� 5 �?P E 1� 0 Area = 329788.76 Sq. Ft. y SOIL LOG t Area = 7.5709 Acres IJt , \<1 2 SOIL L G 3 PARCEL B 15LA050515YL "® AFN 3935810 /� \ EASEMENT FOR UTILITIES, INCLUDING BUT NOT \ LIMITED T0: SEWER, WATEFR. STORMWATER, NATURAL GAS, ELECTRICAL. TELEPHONE, TELEVISION LINES, MAINS.• ETC. �... W GRANTEE: THE CITY OF YFLM. SOUTH 30 FEET. A.F.N. 0307230096. i1I L 3 LOG / 2 ` EASEMENT FOR UNDERGROUND? OR OVERHEAD t` ELECTRIC TRANSMISSION. / GRANTEE: PUGET SOUND POWER & LIGHT COMPANY. �-- `��?a SOUTH 30 FEET. A.F.N. 0308020071. SDQ-YEAR BASE FLOOD ELEVATION PER F1 -. NIP, FIRM PANEL { �1 EASEMENT FOR UNOERGRDUNP ELECTRIC SYSTEM, 1 530310 0001 A. TH THE EFFECTIVE \ GRANTEE: PUGET SOUND POWER & LIGHT COMPANY. APPROXIMATELY NAVDBB). t• DATE OF JUNE 19. - SOUTH 10 FEET. A.F.N. 0405290018. ) 33 .42 1999 ( IS (OWE VAULT N D RGROUND) _ _ _. _ -�- - - s_.� - - - - \ \- - - - - - - s34� - 4_ APPLE APP �� ." ' (/ CB 1 TYPE II a- t. 6" 4. ,! % RIM ELEV. - 346.07' g) \`\� A}PiPLE : APPLE 6'` 8" DUCTILE IRON (SE) IE OUT = 343.90' UC PRUCE- ! 11V PL �1. \\� \��t��\�\6 „� A'FPL (;SAP RBM2ELI TYPE II �\ 10 i i ELIEV. = 345.97' `� 10 i rRPRRY i f,# 3 F� MH /' f/ I !r .> ACCESS EASEMEN! WCR AS ILLUSTRATED d0, 2 ON ROG 3519238 MH 1 (R21 1 .'CB A &B LIMITS OF PIPE 3 UNKNOWN BEYOND MANHOLE (MH 2) 349 4t:� w N W E S EASEMENTS AND THE TERMS AND CONDITONS FOR LOT 2 OF SS -8007: EASEMENT FOR ELECTRIC DISTRIBUTION SYSTEM. GRANTEE: PUGET SOUND POWER & LIGHT COMPANY. EXACT LOCATION UNDISCLOSED. A.F.N. 201291. ALL COVENANTS, CONDITIONS, RESTRICTIONS, RESERVATIONS, EASEMENTS OR OTHER SERVITUDES, IF ANY, DISCLOSED BY SS -8007. A.F.N. 1119591. PROTECTIVE COVENANT REGARDING ON -SITE DISPOSAL SYSTEM. A.F.N. 9012120151. EASEMENT REGARDING SANITARY SEWER COLLECTION SYSTEM. GRANTEE: CITY OF YELM EXACT LOCATION UNDISCLOSED. A.F.N. 9303150198. 8" DUCTILE IRON (NW) IE IN = 343.37' 12" CORRUGATED POLY (NE) IE OUT = 338.90' 12" CORRUGATED POLY (SW) IE IN = 340.75' CB 3 - TYPE II RIM ELEV. - 344.25' 12" CORRUGATED POLY (SW) IE IN = 338.15' 12" CORRUGATED POLY (NW) IE IN = 338.31' 12" PVC (NE) IE OUT = 338.55' CB 4 - TYPE II RIM ELIEV. = 343.39' B" DUCTILE IRON (SE) IE OUT - 340.64' CB 5 - TYPE II RIM ELIEV. = 343.45' 8" DUCTILE IRON (NW) IE IN = 338.40' 12" CORRUGATED POLY (NE) IE IN = 338.52' 12" CORRUGATED POLY (SW) IE OUT 338.47' CB 6 - TYPE II RIM ELEV. - 343.73' B" DUCTILE IRON (NW) IE IN = 340.08' 12" CORRUGATED POLY (SW) IE OUT = 339.63' CS 7 - TYPE II RIM ELEV. = 343.40' 8" DUCTILE IRON (NW) IE IN 341.62' 8" DUCTILE IRON (E) IE OUT 341.48' JB 1 - TYPE II (JUNCTION BOX) RIM ELEV. = 344.30' 8" DUCTILE IRON (SE) IE OUT - 341.92' 4" CORIRUGATED POLY (SW) IE = 342.12 12" CONCRETE (NW) IE = 341.30' 12" CONCRETE (N) IE - 341.50' MH 1A ✓6, 1B - TYPE I RIM ELIEV. = 344.66' 12" PVC (SW) IE IN = 337.65' 14" PVC (NE) IE OUT = ? MH 2 - TYPE I RIM ELEV. = 345.49' 14" PVC (SW) IE IN - 337.60' 24" CORRUGATED POLY (NE) IE OUT = 337.14' MH 3 - TYPE I RIM EL(_V, = 345.17' 12" CORRUGATED POLY (NE) IE IN = 338.27' 12" CORRUGATED POLY (SE) IE OUT = 338.17' NOTE: STORM DRAINAGE PLANS WERE NOT REVIEWED. 14 3s °m n� m f ! � I o� I�I I� �u w I! I, I r if li r! Jill4 i 1� 333 TEMPORARY BENCH MARK h SOUTHEASTERLY FLANGE BOLT OF FIRE HYDRANT 0 33 r�A�� MARKED: "BENCH MARK" IN PERMANENT INK. ELEVATION (NGVD29) = 331.31' 3V' A BOLLARD 0 BOUNDARY MARKERS FOUND PER ROS 3519238 0 BOUNDARY MARKERS SET PER ROS 3519238 ID CABLE TV UTILITY BOX A CATCH BASIN 0 FIBER - OPTICS MANHOLE 3 FIBER- OPTICS ABOVE - GROUND SERVICE BOX F- FIRE HYDRANT GAS BLOWOFF PIPE ® GAS VALVE ® IRRIGATION CONTROL BOX # LIGHT POLE 0 POWER METER 0 POWER POLE GUY POLE ® POWER POLE WITH ANCHOR © POWER SERVICE BOX RECLAIMED WATER VALVE SEPTIC TANK LID :> SEWER MANHOLE SEWER VALVE ® SIGN; CROSS -WALK �( SIGN; RAILROAD CROSSING CS SIGN; SPEED LIMIT 8 SIGN; STOP O SOIL LOG HOLE 0 STORM DRAINAGE SYSTEM MANHOLE © TELEPHONE POLE ® TELEPHONE PEDISTAL TREE WATER BLOWOFF AND VALVE WATER METER -- WATER VALVE X WELL HOUSE ?; COLLAPSED WCR WHEEL -CHAIR RAMP - - AS -BUILT CENTERLINE = CONCRETE CULVERT. 12" DIA. - CONTOURS, 1' INTERVALS --- --° CONTOURS, 5' INTERVALS DITCH CENTERLINE EDGE OF PAVEMENT FENCE; BOARD ° FENCE: CHAIN -LINK X FENCE; WIRE ----- -- -- - - -- GRAVEL LIMITS --�� OVER -HEAD POWERLINES PAINT LOCATING UNDERGROUND FIBER - OPTICS PAINT LOCATING UNDERGROUND GAS PAINT LOCATING UNDERGROUND POWER - -- " "- PAINT LOCATING UNDERGROUND RECLAIMED WATER PAINT LOCATING UNDERGROUND SEWER PAINT LOCATING UNDERGROUND WATER PAINT LOCATING UNDERGROUND "WP MB1 UGSA" RAILROAD TRACK, CENTERLINE 0000000 STONES; ROW ALONG SOUTHERLY SIDE OF FENCE ----- ---- UNDERGROUND STORM PIPES '41- 1 GRAPHIC SCALE 1 " =50' i0 100 150 200 0 VERTICAL DATUM: SURFACE MONUMENT WITH BRASS CAP, 3.5' EAST OF THE AS -BUILT CENTERLINE OF FIRST STREET, 2' SOUTH OF THE AS -BUILT CENTERLINE OF RAILWAY ROAD, SET BY R.H. RAYMOND PLS 22346 FOR THE CENTER OF SECTION 19, TOWNSHIP 17 NORTH, RANGE 2 EAST. WILLAMETTE MERIDIAN. THURSTON COUNTY CONTROL POINT NO. 839 ELEVATION (NAVD 88) = 335.60' SURVEYOR'S NOTES: 1. METHOD OF TOPOGRAPHICAL LOCATION WAS BY FIELD TRAVERSE. 2. INSTRUMENT UTILIZED: GEODIMETER SYSTEM 600S DR200 +, 3. THE LOCATION SURVEYS WERE CONDUCTED IN AUGUST, 2005 AND MARCH, 2006. 4. ON JULY 24, 2012, J.W.MORRISSETTE & ASSOCIATES P.S.. INC. CONVERTED THE VERTICAL DATUM FROM NGVD 29 TO NAVD 86 ON THE CRYSTAL SPRINGS / PHOTON ROAD EXHIBIT MAP DATED APRIL 1, 2006. NO OTHER SERVICES WERE PROVIDED. JWM &A ASSUMES NO RESPONSIBILITY FOR THIS EXHIBIT MAP OTHER THAN THE REQUESTED CHANGE IN THE VERTICAL DATUM. = 9/311tJ c2l•.Iwlmlylnlminlmlml U2 o •GG ,f i ��*Tp 1'11 AIM a �a $ ggg m in HO� e� 8 a pp h q nx pw I �v z �< H 3 5. F- ro3 LLJ LU U2 o •GG ,f i ��*Tp 1'11 AIM a �a $ ggg m in HO� e� 8 a pp h q nx pw I �v z �< H 3 ng F- ro3 LLJ LU TEMPORARY EROSION CONTROL PLAN A PORTION OF THE N.W. 1/4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY OF YELM, COUNTY OF THURSTON, WASHINGTON l DE- - Or R r. l RANTEE THt R16� A � ET ST 3u EFL! _N F.m. L�sU6,50tc �-� �Z - LIMITS OF CLEARING�ALONG PROPERTY LINE (TYP) \�\ �\ / PROPERTY LINE LIMITS OF CLEARING ALONG PROPERTY LINE (TYP) N88'43 48 78 E 2705.55' ( / r r I N21' 08' 58..25"W 1 1 \ 13.911' Area = 329788.75 S s . R TREE PRESERVATION AR t Nib' 52' 27.38'W ` �"�, A A\ A, a 7.5709 Acre �� AREA TO REMAIN UNDI RBED \ 1 N20' 19' 21160"W �� 38.082' 1 �3 - r THICK BRU51 A \ T� ! E \ ' ` 5 �N1T 44.54 "W �'S5<732 ' ��� �� � 1 ORANGE NGPE FENCE ����v Ax -^� (TYP) V 11 ;�� �� �'° ''- 1 A i ���� L 1 N19. 18' 19.59'. \ II \ C ( )� T � STRAW WATTLE TYP 40.191 D1tUCK �� �O BI A05051 5y: v AFN .935810 \N37' 30' 50.92 34.230 Ia 1� �� i �\1 R� 100' (TYP) t, \ N44' 36' 58.71' '•. * // �% P 4, it \ J STRAYS WATTLE (TYP) \ i 19.622' S t/ - -\ " 1 100 E A, BASE 11DO " LL F Al { N �A\ —� MAP NUMBER 53007 O3a3F V LL F - FiECTIVE it ` WHERE ORANGE NGPE FENCE AND �� 4 9. T V DATE OCTOBER 16 ?r 7 I5 'SILT FENCE 0 0 P, CONTRACTOR �,\ \ \ \ APPROXIhtA1 ELY i35.G TEMPORARY CONSTRUCTION �y \ R(�N � �� �� MAY USE 0 GE SILT FENCE \ \ \ l \ ENTRANCE WITH 72" DIP _ 00-YEAR EVA, rA5 FL000 FA &A TUN I P uA N-9P FIRM PANEL 0353E - r CULVERT FOR EXISG `E+ MAP NUM 5306 /'COM3A WIri HOF E IFGTIVE r DITCH - \ SILT FENCE (TYP) Lill OE OC 103ER 16, 2012 15 LIMITS OF CLEARINGGG A EOXIM TE Y 333.0' �, 1 ADJUST VAULT Area 18J97B.OI S t. 200' YELM CREEK BUFFER 1 \ t NEW GRADE IF LID TO R A NECESSARY SwR to x \ \ ADJUST UTILITY RIMS TO NEW \� Area 4,1--47 Acres TV A Nr {'2CR t JIP ��� -- -ROWER A V GRADE AS NECESSARY 1 _ / - - - - -- - -- - - - - - _ - -- - EASIMLK T SR Ul2 ILLS INS D,eIl s10T /��- -' T r '� --1 -"" �� LIMITS OF CLEARING ALONG PROPERTY UNE (TYP) \.... TELEVISION INES, MAINS ETC. O � � /..,_'y - ' %// .. SOUTH t10 FCC'. AtUN. 8� {70300 T.IGIr COMPANY. ___ NATURAL AS, ELECTRICAL, T-LE I ONC, � - � „ - ----------- - -= PROPERTY LINE ORMWA -R, j rASEMENI' OR UN I-R'ROM0 I (;".0 YSIE `� c PANY - GRANTEf. I CT' OF IM. -- SOUTH 30 FE7. A.F.N. 9307230096. t, DESCRIPTION I% I i r"', if PQ Ili 0I hw � `i i ICI II I,b i SILT FENCE (TYP) N O 6 Z y N w t Z U°c° J OL 0 W JL -j3cr) � w . w F- � X Z U� g U 3 U W a a v s OT O O Ir Q Q O W W O cr a � C-4 O', 0 o 0 v (A I it W ", a a Q f W a � a s a X m Q N EM N n Z 0 a O 2 2 U o ff O) qp 3 3 r W I a _ En c"I CM F- rn \ \ v � 4 YY� � > � U Vl E r N Z 6 GNo V SILT FENCE (TYP) CALL BEFORE YOU DIG _ W T.E.S.C. LEGEND Q MIRAFI FILTER FABRIC FENCE ORANGE NGPE FENCE TEMPORARY CONSTRUCTION ENTRANCE CLEARING LIMITS 1- 800 - 424 -5555 %d a b N sow CO o APPODWEX49OR -- 9, 3E 3f 3E k 3E BY' l�K- rLi�rG. ✓�C4 r ✓. a ce) di i DATE: APPROVAL Y1 EXPIRES a v W s O 6 y N t Z U°c° -j3cr) w � X 3 Zo d O t OT z Q Q O W O cr 0 � C-4 (A I W Q f N J w X m CALL BEFORE YOU DIG _ W T.E.S.C. LEGEND Q MIRAFI FILTER FABRIC FENCE ORANGE NGPE FENCE TEMPORARY CONSTRUCTION ENTRANCE CLEARING LIMITS 1- 800 - 424 -5555 %d a b N sow CO o APPODWEX49OR -- 9, 3E 3f 3E k 3E BY' l�K- rLi�rG. ✓�C4 r ✓. a ce) di i DATE: APPROVAL Y1 EXPIRES a v W s 0 p 6 y N t Z � X d O t O 2 0 Q O y � (A I d — w f ° w X 0 z g� Q N EM N N Z 0 a O CD N 00 C'4 00 Z — Z o O) qp 00 r Q I n I zw Z o \ En c"I CM Z rn N E%7 Z � W N � 4 YY� � > � U Vl E 6 GNo V J ON7 S 6� a Q CALL BEFORE YOU DIG _ W T.E.S.C. LEGEND Q MIRAFI FILTER FABRIC FENCE ORANGE NGPE FENCE TEMPORARY CONSTRUCTION ENTRANCE CLEARING LIMITS 1- 800 - 424 -5555 %d a b N sow CO o APPODWEX49OR -- 9, 3E 3f 3E k 3E BY' l�K- rLi�rG. ✓�C4 r ✓. a ce) di i DATE: APPROVAL Y1 EXPIRES a v W CONSTRUCTION SEOUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRE - CONSTRUCTION MEETING MUST BE HELD BETWEEN CITY OFFICIALS, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. CONTRACTOR SHALL NOTIFY THE CITY CONSTRUCTION INSPECTION PERSONNEL TO SCHEDULE THE PRE - CONSTRUCTION CONFERENCE ON -SITE. 2. FLAG AND FENCE LIMITS OF CLEARING. 3. INSTALL CONSTRUCTION ENTRANCE AND ASSOCIATED CULVERT AS INDICATED ON PLAN. 4. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLANS. 5. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED AND STABILIZE SLOPES, AREAS THAT MAY NOT BE WORKED UNTIL LATER SHOULD BE LEFT IN THE NATURAL STATE TO PREVENT EROSION. 6, MAINTAIN FACILITIES AND MODIFY AS NECESSARY DEPENDING ON SITE CONDITIONS AND STAGES OF CONSTRUCTION ACTIVITY. 7. GRADE SITE TO FINISH GRADE AND STABILIZE ALL SLOPES. 8. CONTRACTORS SHALL BE RESPONSIBLE FOR MAINTENANCE OF THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) FACILITIES THROUGHOUT CONSTRUCTION. 9. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN THE SITE IS COMPLETELY STABILIZED AND APPROVED BY THE CITY OF YELM. 10. ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL BMP'S SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED. 11. COMPLETE INSPECTION PUNCHUST, EROSION CONTROL NOTES: 1. ON -SHE EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SYSTEM BY THE MUNICIPAUTY SHALL BE CORRECTED BY THE APPLICANT AND /OR THE CONTRACTOR. 2. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTY, ALL CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL AGGRAVATE THE SITUATION MUST CEASE AND THE APPUCANT /CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION OR MITIGATION MEASURES. RESTORATION ACTIVITY SHALL CONTINUE UNTIL SUCH TIME AS THE PROBLEM IS RECTIFIED. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THIS DRAWING SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN ON THIS DRAWING NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE APPLICANT /CONTRACTOR SHALL INSTALL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES, AND /OR STORM DRAINAGE SYSTEMS. 5, IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION OR EXPERIENCED LAND DISTURBING ACTIVITIES AND WHERE D FURTHER WORK IS ANTICIPATED FOR A PERIOD EXCEEDING THE LISTED CRITERIA, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE APPUCANT/ CONTRACTOR, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT. 6 MRS AND CESTABLSHINGOTHOSEJBOUNDARIES WITH BRIGHT COLOREIDDFLAGGING.. E«CONTRACTOR SHALL CLEAR TO THE LIMITS AS ESTABUSHED ON THIS PUN AND AS FLAGGED IN THE FIELD. 7. THE CITY OWING WORK AND RESPONSIBLE D SEDIMENTATION CCONTROD FACILITIES. THE APPLICANT AND /OR CONTRACTOR SHALL NOTIFY THE CITY FORTY -EIGHT HOURS IN ADVANCE R EACH REQUIRED EROSION AND SEDIMENT CONTROL INSPECTION, INSPECTION No. i - INSTALLATION OF EROSION CONTROL FACILIITES /PRIOR TO CLEARING INSPECTION No. 2 - COMPLETION OF CLEARING INSPECTION No. 3 - UPON COMPLETION OF EXCAVATION, FILLING, AND EARTHWORK INSPECTION No. 4 - COMPLETION OF PROJECT INSPECTION No. 5 - AS AND�OR SPECIFICATIONS. IC W (DOES NOTREQURER ENADVANCENOTICE.) 8. ALL WORK ASSOCIATED WITH STABILIZING THE DISTURBED AREAS SHALL BE IN ACCORDANCE WITH THE 2012 DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL. 9. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON SITE TO PREVENT DEBRIS, DUST, AND MUD FROM ACCUMULATING ON THE PUBUC RIGHT -OF -WAY. SLT FENCE NOTES: 1. FILTER TO AVOIFABRIC SE OFAJOINTS PURCHASED JOINTSAARE CONTINUOUS NECESESSARY, FILTERED CLOTH SHALL BE THE BARRIER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POSTS. 2. POSTS SHALL BE SPACED A MINIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3 LINE OF POSTS MID UPSLOPE FROM THE IN BARRIER. THIS TRENCH S INCHES HALL BE M BACKFlLLED WITH WASHED GRAVEL. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY -DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND IN THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5 OFEFABRIC SHALL STRENGTH BE EXTENDER FABRIC TRENCH. CH. THE FABRIC SHALLTNOTHEXTENDEM RE 20 HANNCHES 24 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6, WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE THE POSTS WITH ALL OTHER PROVISIONSOFTMABOVE NOTES APPLYING. STAPLED OR WIRED DIRECTLY 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEN PERMANENTLY STABIUZED. 8 DURING PPRO LONGED ERAINFALLL.B MYSREQURED IMMEDIATELY AFTER EACH REPAIRS SHALL B MADEAI AT LEAST DAILY IMMEDIATELY. 9. SILT FENCES WILL BE INSTALLED PARALLEL TO ANY SLOPE CONTOURS. 10. CONTRIBUTING LENGTH TO FENCE WILL NOT BE GREATER THAN 100 FEET. 11. DO NOT INSTALL BELOW AN OUTLET PIPE OR WEIR 12. INSTALL DOWGLOPE OF EXPOSED AREAS, 13. DO NOT DRIVE OVER OR FILL OVER SILT FENCES. EROSION CONTROL NOTES AND DETAILS A PORTION OF THE N.W. 1/4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY OF YELM, COUNTY OF THURSTON, WASHINGTON EROSION PONTROL BLANKETS: 1. WHERE SOIL IS HIGHLY ERODIBLE, NET SHALL BE ONLY BE USED IN CONJUNCTION WITH ANY ORGANIC MULCH SUCH AS STRAW AND WOOD FIBER. 2. JUTE NET SHALL BE HEAVY, UNIFORM CLOTH WOVEN OF SINGLE JUTE YARN, WHICH IF 26- TO 48- INCHES WIDE SHALL WEIGH AN AVERAGE OF 1.2 LBS /LINEAR YARD. IT MUST BE SO APPLIED THAT IT IS IN COMPLETE CONTACT WITH THE SOIL 3. NETTING SHALL E3E SECURELY ANCHORED TO THE SOIL WITH No. 11 GAUGE WIRE STAPLES AT LEAST 6 INCHES LONG. CONSTRU 31ON ENTRANCES 1. MATERIAL SHALL BE 4 INCH TO 8 INCH QUARRY SPALLS (4 TO 6 INCH FOR A RESIDENTIAL SINGLE FAMILY LOTS) AND MAY BE TOP DRESSED WITH 1 INCH TO 3 INCH ROCK. (STATE STANDARD SPECIFICATIONS, SECTION B -15.) 2. THE ROCK PAD 8HALL BE AT LEAST 12 INCHES THICK AND 50 FEET LONG (20 FEET FOR SITES WITH LESS THAN 1 ACRE OF DISTURBED SOIL). WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND EGRESS ARTEA. SMALLER PADS MAY BE PROVED FOR SINGLE - FAMILY RESIDENTIAL AND SMALL COMMERCIAL STTU. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH A SILT FENCE. 1. MULCH MATERIALS USED SHALL BE ANY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 90 TO 120 BADS PER ACRE. 2. MULCHES SHALL . BE APPUED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 1 MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. SEED 1. SEED MIXTURE AND APPLICATION RATE SHALL BE (IN ACCORDANCE WITH TABLE 8.4 OF THE PCSM &SDM). 2. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE A$ NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE 3. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED BED WILL BE NECESSARY. (E.G. GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING). 4. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 5. THE SEEDBED $HALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 6. FERTILIZERS ARIE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. TOPSOIL 9=PILES- 1. STOCKPILES SHIALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 2, IN ANY SEASONI, SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY, WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY E%ABUSHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PUN. STRAW W nLES: 1. THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE. GENERALLY, WATTLES ARE TYPICALLY EFFECTIVE FOR ONE TO TWO SEASONS. 2. PREVENT RILLJNG BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT WATER FROM PASSING BETWEEN THEM. 3. INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 4. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3- TO 5- INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND AREAS WITH HIGH RAINFALL, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5-- TO 7- INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. 5. START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP. SPREAD EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. 6. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP, THE ENDS. 7. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 -FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. 8. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL 9. WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN. WILLOW CUTTINGS OR 3/8 -INCH REBAR CAN ALSO BE USED FOR STAKES. 10. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 11. WATTLES MAN REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY' ENTRENCHED, ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. sp N01m 1.9inv roN.Mepuerim n4ebeee•a Dlaauroet eoQeecum eWdo1 of Weroil ie euend,, 3 " -T 175- iZSamT dnp,�w000m,c. nmoHOxmeotbe dlo ,eetlbroauWaaemmdmll STRAW WATTLES FIGURE 4.2.14 - WATTLES, 2012 DOE MANUAL VOLUME 2, CHAPTER 4 TENSAR CS -1 SAFETY FENCE OR EQUAL (BRIGHT ORANGE PLASTIC MESH) 10' 14 GA GALVANIZED WIRE STEEL FENCE POST 6' HIGH MIN. NOTE: 1: CLIP FENCE TO GALVANIZED WIRE 0 5 FOOT ON- CENTER SPACING 2. WIRE FENCE TO STEEL FENCE POST TEMPORARY NGPE FENCE DETAIL NOT TO SCALE u R= 25' M E 2 Z 0 �^ o: o w, Lu w w Oo_ a g s U- a a INSTALL DRIVEWAY CULVERT IF ¢ ¢ m Lu THERE IS A ROADSIDE DITCH PRESENT. W AS PER CITY OF YELM ROAD STANDARDS, Op9 IF SEDIMENT IS TRACKED OFF SITE, IT SHALL S \�G BE SWEPT OR SHOVELED OFF FROM THE PAVED a a a z SO, SURFACE DAILY. WASHING OFF THE STREET IS s s u OR QP� o NOT ALLOWED. y N T �GG� O°O00 ' ° IT IS RECOMMENDED THAT THE 3 m q, C) 0 O p ENTRANCE BE CROWNED SO THAT �OQOp Opp° RUNOFF DRAINS OFF THE PAD r 0 ° 0 �� P� n ,n 0 PROVIDE FULL WIDTH OF N o 4 -6" QUARRY SPALLS - ° ,y��INGRESS /EGRESS AREA f 6" MIN. THICKNESS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE SILT FENCE MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TTO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FALBRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACIED. JOINTS IN FILTER FAE3RIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 66" MAX. POST MAY BE INCREASED TO B' IF WIRE BACKING IS USED 2 "x2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED MIfIM:;•y17 7Iy MINIMUM 4 "x4" TRENCH BACKFILL TRENCH WITH / NATIVE SOIL OR 3/4 " -1.5" WASHED GRAVEL 2 "x4" WOOD POSTS, STEEL FENCE NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE DETAIL NOT TO SCALE 1 It 1 v LL O � Z p L0 co Q o C4 � U N m Z N u � to o w c a z 0 6 u Z I X �yJ U d I a C4 t N Z Q Z a l CtI ! y a o � z y 2 U 0 CONS n � m N w U z5; � N ° as � of z W z a Q O N 00 0, Z> o 0 N N r (D 0 ww N z0) Q Z o LO N N Ln L W m V Z N N Ld w >vii v Ld �� E CALL BEFORE YOU DG- 1 -800 -424 -5555 AW�01 -o� rIrnv V - Y. DATE:- 'tkbl,? (tb.l�s lTr 9�3�'l APPROVAL N ° °TUX. ° E d I a C4 t N Z Q Z W a N ��j �. Jam" V 0 CONS M /{� N 0 o� Un n E d I a C4 t N 0 T M /{� N 0 o� Un SEEK FOR RNITl OF WAY. \ Ci Ems: THE PJBJ!C. _30 FEET Al f .V. 850619014 N21- 08' 58.25 "W_ 13.911' �\ N16- 52' 27.38 "W 5.317' N20' 19' 21.60'W� 38.082' N1 T 44.54 "W '2k.132' \ N19' 18' 19.591 40.191 30' 50A 34. N44' 36' 7 \ A'" = 180979.01 S t. Arca = 4.1547 Acres f AKC r.L A w E, _A0 b Gjr13YL V � A N 810 l� 1 \ 200' YELM CREEK BUFFER \ \\ l \ �t THICK BRU4 TREE PROTECTION AREEA —� I � l 16, GRADING PLAN A PORTION OF THE N.W.1 /4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY OF YELM, COUNTY OF THURSTON, WASHINGTON � \ 1 \ \ti�� -�� 4 1 FLOODPLAIN GRADING QUANTITIES CUT: (AREA "A ") • EXCAVATION MATERIAL PROPOSED BELOW 100 YEAR FLOOD PLAIN ELEVATION = 1,900 CY (EQUAL COMPENSATION FOR FILL IN AREA B) • EXCAVATION MATERIAL PROPOSED ABOVE 100 YEAR FLOOD PLAIN ELEVATION = 1,900 CY F7 FILL (AREA "B") • FILL MATERIAL PROPOSED WITHIN 100 YEAR FLOOD PLAIN = 3,650 CY (REQUIRED COMPENSATION IN AREA A) FUTURE DEVELOPMENT GRADING QUANTITIES FILL: • 6,500 CY FOR FUTURE DEVELOPMENT PAD II 1 Yx PROPERTY LINES --" N884348.78E 2705.55 / \ i i I„ r � iii i AX r:•. III I �I� II i I I� u v O V 1V « GRAD iF t{ I kITY R 'TON N'NEC I{ NECE r o i t v"L r i t "I AS -MCNT Fit uIILITIES iNCL JU N(�6U; :NCf UNITED TG SBVE2, WATER °TORM Ok -r% - NATUFAL.,AS, ELLCTRICA T_LE, HCM1E, EASHAIy IJR I[r1 RCRJNp HI N{ SYSIFih FlFJINSi CN LINES, MAINS .TC. � "3-as .�— 33/� PROPERTY LINE \�� _�_ GRANTEE PUGE7 a01 ND POWER R= .,H` COMPANY. s �_- SOUJ rE: (E GIY 0X7[501 %��- SOU'N 10 F'=FT. A.F -,. 640529 613. OUIi 30 rFtl AI -N. 9 +0![S0095. _- FAS M NT FOR UNDERCROUn OR veal .AD h GRIC TRANSMISSION. GFANI =: PUGET SOUND PMVER k LIGHT COMPANY. SOOT-)Q FEEf. A A 9308020071. U U tW W O J F W C O N LrT_ Z � U U jr 00 W a a OQ O CL a a LL 0 n F- Q 0 o O W a a v m W r 5� a 2 a 2 J i p w m a $ U a 2 a 2 T m N UI 3 3 w a S s a - -- \ m \ � v c N Z ' O r7 o N — O O V 1V « GRAD iF t{ I kITY R 'TON N'NEC I{ NECE r o i t v"L r i t "I AS -MCNT Fit uIILITIES iNCL JU N(�6U; :NCf UNITED TG SBVE2, WATER °TORM Ok -r% - NATUFAL.,AS, ELLCTRICA T_LE, HCM1E, EASHAIy IJR I[r1 RCRJNp HI N{ SYSIFih FlFJINSi CN LINES, MAINS .TC. � "3-as .�— 33/� PROPERTY LINE \�� _�_ GRANTEE PUGE7 a01 ND POWER R= .,H` COMPANY. s �_- SOUJ rE: (E GIY 0X7[501 %��- SOU'N 10 F'=FT. A.F -,. 640529 613. OUIi 30 rFtl AI -N. 9 +0![S0095. _- FAS M NT FOR UNDERCROUn OR veal .AD h GRIC TRANSMISSION. GFANI =: PUGET SOUND PMVER k LIGHT COMPANY. SOOT-)Q FEEf. A A 9308020071. U U O � U Q � jr 00 Lu 3a E z r 0 n F- Q (D U m O 0 � v r 5� f C-4 J w m a O V 1V « GRAD iF t{ I kITY R 'TON N'NEC I{ NECE r o i t v"L r i t "I AS -MCNT Fit uIILITIES iNCL JU N(�6U; :NCf UNITED TG SBVE2, WATER °TORM Ok -r% - NATUFAL.,AS, ELLCTRICA T_LE, HCM1E, EASHAIy IJR I[r1 RCRJNp HI N{ SYSIFih FlFJINSi CN LINES, MAINS .TC. � "3-as .�— 33/� PROPERTY LINE \�� _�_ GRANTEE PUGE7 a01 ND POWER R= .,H` COMPANY. s �_- SOUJ rE: (E GIY 0X7[501 %��- SOU'N 10 F'=FT. A.F -,. 640529 613. OUIi 30 rFtl AI -N. 9 +0![S0095. _- FAS M NT FOR UNDERCROUn OR veal .AD h GRIC TRANSMISSION. GFANI =: PUGET SOUND PMVER k LIGHT COMPANY. SOOT-)Q FEEf. A A 9308020071. U U O N 00 U N ✓ 1 i r _ 0) cNO 00 W W o CN Q Z UO LC) 0 m N N Z Z N _ N n w \ N Z N J Y v v > E U N C] CALL BEFORE YOU DiG: Q t 1-800- 424 -5555 t� 0 Jam" 8 N9 p C0 0, j 7TEE___�;_ � � Z t p O APPROVAL / 0 r EXPIRES 3 /� _ U v F- (D U m r 5� ..- .,. w a �` r� r! w S s a - -- N rNj N Z ' O r7 o O N 00 U N ✓ 1 i r _ 0) cNO 00 W W o CN Q Z UO LC) 0 m N N Z Z N _ N n w \ N Z N J Y v v > E U N C] CALL BEFORE YOU DiG: Q t 1-800- 424 -5555 t� 0 Jam" 8 N9 p C0 0, j 7TEE___�;_ � � Z t p O APPROVAL / 0 r EXPIRES 3 /� _ U v SITE SECTIONS A PORTION OF THE N.W. 1/4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY OF YELM, COUNTY OF THURSTON, WASHINGTON 0 0 W J Z � W w O K UU dU K K a a a a 0 0 0 0 a a o p a a 5 xx a a v Z O Z S U O V 0 3 200' YELM CREEK BUFFER 3340 uj o ' cc I 2 m m m n N g O 325 3. 1�1 m N f o Z 3W x ~Zo 3 `I U O T a FILL AREA OF FUTURE DEVELOPMENT a n s m Q 3 p 0 a: 04 N � m � J o V) cn c� Z w gN m o W ! m VI Z X [Q zw � a(D N ° 0 00 N r- Z > Z O) c0 00 I I w z ? o ww Lr) w? Z n N N W N N J K > E w 0 0 Q (� M W N � 1 s 8 0 CON o M M Q N E m � � a `o o z CV i CO c i r U L O WJ z \ FEMA -333.0 .BFE k BEE PROPOSED GRADE: . . .:: - / :: .:•_ . —.-- — — -- — — - ... EXISTING GRADE ;- : —� - 3 .. ... .. ::: .. : : .. .. . FILL AREA ....iY.. :.33L \ s 331.0.. ..I PROPOSED GRADE :. :: COMPENSATCIRY CUp. . :: : .... ':. :. ... :... ..: -.. FOR FLOOD PLA IN- .... .. .. .. S70RAOE AREA .. EXISTING CREEK 3W /�� . —0 M Q M 10 pq p' M M r M r M .- d' a rfl M M N N C Q Y C d' O � 6 d' In N C IA O N M M I(1 M I(J M N N N M IA N M N N M M M M M M M M M M M M M M M M M r J M M M M M M M M N J M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M� M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M iM M M M M M M M M M M M M M I ^EAST —WEST SITE CROSS SECTION C6 SCALE: 1 " =40' HORZ.; 1 " =5' VERT. AREA OF EXCAVATION ABOVE EXISTING 100 YR. FLOOD PLAIN ELEVATION AREA OF FILL OCCURING WITHINI FLOOD PLAIN AREA OF EXCAVATION BELOW EXISTING 200' YELM CREEK BUFFER 100 YR. FLOOD PLAIN ELEVATION FILL AREA OF FUTURE DEVELOPMENT z 340 340 340 340 CO TO CUR FOI FOR fL0 R D PLAIN .. STORAG AREA �. PROPOSED GRADE EXISTING GCE . I— — — � 335 335 a 335 _ _:. AREA . . ...:... .l_ ::: ... :. ... .: ..: EXISTING GRADE! ...:.. ...., ......... PROPOSED GRADE ...... ... ..... ... 330 ::. 330 330 330 I� .0 M M N M N r N O N N N Ci M N O cp M O mM O MM O n O O O hM p O O O O O Imp O X00 O `FO O <O O d- O �' O c0 O a O y. o O M p M p O N M M M M u7O 00 X00 N p I� O O O 0 O M M M ^NORTH —SOUTH SITE CROSS SECTION — CWT AREA ^NORTH —SOUTH SITE CROSS SECTION — FILL C6 SCALE: 1 - =40' HORZ.; 1 " =5' VERT. C6 SCALE: 1 - =40' HORZ.; 1 " =5' VERT. 0 0 W J Z � W w O K UU dU K K a a a a 0 0 0 0 a a o p a a 5 xx a a v Z O Z S U O V 0 3 III 3340 uj o ' cc I 2 m m m n N g O 325 3. 1�1 m N f o Z 3W x ~Zo 330 S 0 Z O 0 O V H O III I uj o ' cc I 2 m cl) Ill 325 3. 330 S 0 0 O V H yl III I N o ' > f I 2 325 W m m x ~Zo 3 `I U O T a Q a n s m Q 3 p 0 a: 04 N � m � J o V) cn c� Z w gN m o W ! m VI APPROj777 fwwjCTION By" —1 — F-RE14 G(N-E —`EER DATE.���� APPROVAL O U. S 0 h 't'r O V H yl III I N o ' > f I 2 m x `I U = M � a a n s m 2 « 3 p M N � m � Z o V) cn i Z w gN m o W ! d ¢ VI Z X [Q zw � a(D N ° 0 00 N r- Z > Z O) c0 00 I I w z ? o ww Lr) w? Z n N N W N N J K > E w 0 0 Q (� M W N � 1 s 8 0 CON o M M Q N E m � � a `o o z CV i CO c i r U L TREE PRESERVATION PLAN A PORTION OF THE N.W. 1/4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY OF YELM, COUNTY OF THURSTON, WASHINGTON W 0 w �o 6W% a.,m.J �a 5 � a U w w a a a a 0 0 0 0 a a LEGEND EXISTING NATIVE VEGETATION TO RIEMAIN — — — ADDITIONAL FLOODPLAIN AREA TO ESE REPLANTED EXISTING BUFFER TO BE REPLANTED ORANGE N.G.P.E. FENCE i X X K X � LIMITS OF MITIGATION PLANTING AREA `—��A,/`�A/ t_- t U � T 3 m n z° CALL BEFORE YOU DIGS 1 -800 -424 -5555 APPROVED FOR CONSTRUCTION BY.. DATE.• i�icut� llb✓ S 17/i.� APPROVAL O m C4 cr w � m: O cr w m I 0 LL a a L X U 2 � M � W d N O U > VI N] N � O z W o W a >< O Z Z W Z w a LLJ N g M a O N r- Z¢ o 00 00 N0 > Z rn co 07 I I zw o �i to in C� z rn N Lo Ln w N Z N N d 00 w4..V >> E Y U N d D a ' � M Z v w `lS _ 8 0 5 CON o, i n M 4 E i u o 0 N U 4 O I` U W'I m 3 ~zo c�� wQ� m o �Q�C-4 ��c`0S5 a N J m 0 LL a a L X U 2 � M � W d N O U > VI N] N � O z W o W a >< O Z Z W Z w a LLJ N g M a O N r- Z¢ o 00 00 N0 > Z rn co 07 I I zw o �i to in C� z rn N Lo Ln w N Z N N d 00 w4..V >> E Y U N d D a ' � M Z v w `lS _ 8 0 5 CON o, i n M 4 E i u o 0 N U 4 0 20 40 80 1-D FO Ruif '"AY. WNTEE THE P1, . �V \ \�TFTIL1ctERbSW LANDSCAPING PLAN A PORTION OF THE N.W. 1/4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY OF YELM, COUNTY OF THURSTON, WASHINGTON \ / Z V A \ 200' YELM,CREEK BUFFER �Z PROPERTY LINE �- FN88'43'48.78"E 2705,55' r/ �� __335 �� f L\ LEGEND: - EXISTING NATIVE VEGETATION TO REMAIN ADDITIONAL FLOODPLAIN AREA TO BE REPLANTED EXISTING BUFFER TO BE REPLANTED HYDROSEED TO STABILIZE AFTER GRADING , ORANGE N.G.P.E. FENCE LIMITS OF MITIGATION PLANTING AREA 4 VAV � LXIbIWG LOW FUNCTIONING BUFFER TO BE REPLANTED AS RIPARIAN HABITAT AREA AFTER FLOODPLAIN STORAGE EXCAVATION !49,220 SF _J FA [MINI U1 UIII Ili S 11 1;)N(ti3a] "NOi UMIIrD 10 SOW MATE P STORMWATER,`� 4PkOPERTY LINE NA t Rll l'A� EL�C112 CAL TdE'f ONE, TELEVI ION PNES, MANS Fes. \"� "PAN f HE C uF ". (M. _. — SOJIEI 1] FES. AI= N. 930-1230096. -- -.-^`" 1 IN 1111, IIA, vu7 - i-� II al I Ii�l II I�< III I ' vI I � v i I� I I 0 a 0 Common Name Z '.,. Size Spacing Quantity Go Douglas fir U a U -6 W a a Big-leaf maple z,� a- O O s s 87 LL Oregon white oak a a �3co l—_ — — — \-'_— _ —_� "W a: a � z Q I� m I N21' 08' 58.25 — _ — — — — 5. Snowberry S m horicar os albus 1-gallon Z O a a x x n Amelanchier alnifolia r � � a a 2 2 — — — — — — N16' 52' 21.38'W ��,\ \� \�� — �— — — 1 _ __7 s 5.317' \ � — —_ — _ _ _ TREE PRESERVATION AREA. �— l N20' 19' 21.60'W$ ti "'� -.`— — AREA TO REMAIN UNDISTURBED -- — — — — \_ -- \ — �HI6if BRUSP4 — —�- — — Hazelnut VI N 3 3 T m O a O 0 v i ? ' ADDITIONAL FLOODPWN — — \� 38.082' + — — — — — 17- — — — �, -_ — \ \ j/ Oemleha ceraaiformis � U 154 Ore on ra a x 1- allon 6 ft. min N J TO BE REPLANTED WIT} N1 \'. // � — — — — — — - 7�Ky`' 44.54 "W / / — — — M HABITAT ! HABITAT AREA !w35.485 \ N19' 18' 19.5911W, 40.191 Nl Ai- \N3T 30' 50.92 t 34.230' '. N44' 36' 58.71' `� : _� A�,y 19.622' e1y/O i(5�, 180979 01 Area 4,1547 Aces 'Ail / L\ LEGEND: - EXISTING NATIVE VEGETATION TO REMAIN ADDITIONAL FLOODPLAIN AREA TO BE REPLANTED EXISTING BUFFER TO BE REPLANTED HYDROSEED TO STABILIZE AFTER GRADING , ORANGE N.G.P.E. FENCE LIMITS OF MITIGATION PLANTING AREA 4 VAV � LXIbIWG LOW FUNCTIONING BUFFER TO BE REPLANTED AS RIPARIAN HABITAT AREA AFTER FLOODPLAIN STORAGE EXCAVATION !49,220 SF _J FA [MINI U1 UIII Ili S 11 1;)N(ti3a] "NOi UMIIrD 10 SOW MATE P STORMWATER,`� 4PkOPERTY LINE NA t Rll l'A� EL�C112 CAL TdE'f ONE, TELEVI ION PNES, MANS Fes. \"� "PAN f HE C uF ". (M. _. — SOJIEI 1] FES. AI= N. 930-1230096. -- -.-^`" 1 IN 1111, IIA, vu7 - i-� II al I Ii�l II I�< III I ' vI I � v i I� I I 0 a 0 on o N MI jr Common Name Z '.,. Size Spacing Quantity Go Douglas fir U a U -6 W a a Big-leaf maple z,� a- O O s s 87 LL Oregon white oak a a �3co U a: a � z Q I� m I ~ 5. Snowberry S m horicar os albus 1-gallon Z O a a x x n Amelanchier alnifolia r � � a a 2 2 x U 7. Hazelnut VI N 3 3 T m O a O 0 v on o N MI jr LL Common Name O Size Spacing Quantity Go Douglas fir Pseudotsuga menziesii U -6 0 a 26 Big-leaf maple Acer macro h Ilum 1-gallon 12 ft. min 87 3. Oregon white oak w �3co 12 ft. min 87 M � z i to I ~ 5. Snowberry S m horicar os albus 1-gallon Z O 6. 77-- Amelanchier alnifolia r 6 ft min 154 7. Hazelnut Z 1-gallon O cr O 0 v i ? a AN..F= tJ ET SOUND 04 IR a .bail COMPANY. -' aOUTO 10 EY A.° Y_ 840 ?29.+'7 .,. Oemleha ceraaiformis � U 154 Ore on ra a x 1- allon 6 ft. min N J M LL PROPOSED BUFFER RESTORATION PLANTINGS (QUANTITIES BASED ON 83,350 SF, PER CRITICAL AREAS REPORT AND PROPOSED MITIGATION PLAN PREPARED BY WETLANDS & WILDLIFE, INC. DATED MAY 23, 2014) Common Name Latin Name Size Spacing Quantity 1. Douglas fir Pseudotsuga menziesii r -6 0 a 26 Big-leaf maple Acer macro h Ilum 1-gallon 12 ft. min 87 3. Oregon white oak Quercus garryaria 1- gallon 12 ft. min 87 4 � z i 1-gallon I 87 5. Snowberry S m horicar os albus 1-gallon 6 ft. min 154 6. 77-- Amelanchier alnifolia • I 6 ft min 154 7. Hazelnut Cor Ius cornuta 1-gallon AS 4' NI' 1 +R IIh JHYvRt]tiJ t KIU Y>i LPA. - _ fff U 1-gallon i ? a AN..F= tJ ET SOUND 04 IR a .bail COMPANY. -' aOUTO 10 EY A.° Y_ 840 ?29.+'7 .,. Oemleha ceraaiformis i ��.. -_� fill. min 154 Ore on ra a x PROPOSED BUFFER RESTORATION PLANTINGS (QUANTITIES BASED ON 83,350 SF, PER CRITICAL AREAS REPORT AND PROPOSED MITIGATION PLAN PREPARED BY WETLANDS & WILDLIFE, INC. DATED MAY 23, 2014) THE APPLICANT IS PROPOSING TO SEED ALL BARE GROUND AREAS WHICH ARE TEMPORARILY DISTURBED AS PART OF THIS PROJECT IMMEDIATELY UPON COMPLETION OF THE GRADING. TO AID IN SOILS STABILIZATION, ALL BARE GROUND AREAS WITHIN THE IMPACTED BUFFER AREA SHALL BE SEEDED TO THE GRASS SEED MIXTURES BELOW, OR A SIMILAR GRASS SEED MIXTURE: Common Name Common Name Latin Name Size Spacing Quantity 1. Douglas fir Pseudotsuga menziesii 1- gallon 12 ft. min 87 26 Big-leaf maple Acer macro h Ilum 1-gallon 12 ft. min 87 3. Oregon white oak Quercus garryaria 1- gallon 12 ft. min 87 4 Black cottonwood Po ulus balsamifera 1-gallon 12 ft. min 87 5. Snowberry S m horicar os albus 1-gallon 6 ft. min 154 6. Servii:eberry Amelanchier alnifolia 1-gallon 6 ft min 154 7. Hazelnut Cor Ius cornuta 1-gallon 6 ft. min 154 8. Nootka rase Rosa nutkana 1-gallon 6 ft. min 154 9. Osober Oemleha ceraaiformis 1 -alien fill. min 154 10. Ore on ra a Berberis nervosa 1- allon 6 ft. min 154 THE APPLICANT IS PROPOSING TO SEED ALL BARE GROUND AREAS WHICH ARE TEMPORARILY DISTURBED AS PART OF THIS PROJECT IMMEDIATELY UPON COMPLETION OF THE GRADING. TO AID IN SOILS STABILIZATION, ALL BARE GROUND AREAS WITHIN THE IMPACTED BUFFER AREA SHALL BE SEEDED TO THE GRASS SEED MIXTURES BELOW, OR A SIMILAR GRASS SEED MIXTURE: Common Name 1 Latin Name Ibs/1,000 s.f Colonial bent grass I A roslis tennis 0.6 Retl fescue F -stuca rubs 10.3 White clover I Trifolium repens _ 0.2 Lo Ld a J u Li g Z Q M N N O o O N 00 Z ¢ N Z M t0 00 w C14QI I Zw o 3 r[J Z & UO N N zz m P w N Z N N J 00 LU Y v. .. U i—EE d 0 o ON7 S6 a 2 N Q w CALL BEFORE YOU DIG = 2 1 -800 -424 -5555 b �� o" d� o GoNS APPROVED FOR 77ON M BY.' a 7e onrE: �3� /1f E v Z L N APPROVAL �I T EXPIXPIRES: FLOODPLAIN EXHIBIT A PORTION OF THE N.W.1 /4, SECTION 19, TOWNSHIP 17 N., RANGE 2 E., W.M. CITY �1 OF YELM, � COUNTY OF 2705.55' THURSTON, r o WASHINGTON �o� \ \ ` CREATED FLOODPLAIN COMPENSATION AREA 11 _ DEED FOR RCM .+- KAY \ GRANTEE T L PUBFCl _SSEaF 30 FIL1 AF�y. 810A11014-. T � '•\ V N\\\�\\& - = -- ^ -- . LLLL \LOLL _ I I , N21'08'58.25"W tLLLLLL�LLLiLLLLLLLL LLLL �\ 13.911' LLLL_L�LLL\LLLLLLLLI� LLL � }, N16' 52' 27.38 "W F 'A \ LLL�_LLL ' LL L LLLLLLLA�L LL �. \ 5.317' L_,LLL LLL L L LLLLLL� LEI, LL N20' 19' 21.682' T \�{ � �L L�L L L L �_-L LL LULL 38.082' r � T � ' !— �1! � f111CK BRU F N17 '+15;`44.54 'W 1 � \ N19' 18' 19.59 H vvv �L�LLLL` -L�-L LLLLLLLL�LLL�� \_L 40.19 � Qt Lie L x \E -LLLLLL LL \ 1 �1 N37* 30'50.92''W. � �� v � \� A 34.230' y1 \\ A \\\.�'V��VLLLLLLLLL L \ L _�LLLL \ \ N44' 36' 58.71" V '�_LLLLLLLL L FLLL_LLL L vLLLLL LI—LLLL LLLL LL _LLFKL l L L L L f -E R rrtnl; h IgIRM AIvF 03>Jt JE aJa�u, \ \ Aron 180979,01 SG�;t N�,� L L L L L L L_ L\L L L L L L L L L Z \ Area - 1547 Sues A' L L L L L L _ L L,�L-LLLLLL �� L L LL L (NDE )LND) L L L L L L—. \ _ _ _ — — — _ _T _ _ _ _ _ _ _ _ _ 1 L\ LEGEND: EXISTING FLOODPLAIN AREA. ELEV =333 CREATED FLOODPLAIN COMPENSATION AREA EXISTING FLOODPLAIN AREA TO BE FILLED. ELEV =335 EXISTING FLOODPLAIN ELEV =333 PAL\ "r-1 :3 BI A0,5 1 SYL Ar N 3�Hi0 NO FLOODPLAIN 200' YELM CREEK BUFFER j -- 7 f f \ PROPERTY LINE UMITED .TO. SLOT R WATER ;f•� \ NAT GC R'C IwAL, TELEPHONE, f �R - O PE& I GELETTS JLS , MANS, ETC. GRANTEI.. .rl OF YELM, SOUM U HE N1 E 3 V �—• _i3� � i � - �"i � � \ A. p. 9307230096. al I I l M �1 J� � � N88'43'48 78'E 2705.55' 2 r o i �o� = X m 5 PAL\ "r-1 :3 BI A0,5 1 SYL Ar N 3�Hi0 NO FLOODPLAIN 200' YELM CREEK BUFFER j -- 7 f f \ PROPERTY LINE UMITED .TO. SLOT R WATER ;f•� \ NAT GC R'C IwAL, TELEPHONE, f �R - O PE& I GELETTS JLS , MANS, ETC. GRANTEI.. .rl OF YELM, SOUM U HE N1 E 3 V �—• _i3� � i � - �"i � � \ A. p. 9307230096. al I EXISTING FLOODPLAIN AREA TO BE REMOVED FROM FLOODPLAIN 1 1 I l M �1 � � O �� �w 2 _m o i �o� = X m 5 LL W W CL UJ a v L Z a: O c+ a a Y O ' S) a a 0 z— N uJ ZQ I i (L Ir Y O m 0 0 a a Q w — m W N N Ed N Ed N J 1� a a a LL 1'/ Z I Y U i T I N 41 0 o F� P. GRO, G 'i e pE WASy 6 I m n o S6 a G 4 i 23975 s FC�STE��p So k �r hA N N N 0 F.tMeN1 EXISTING FLOODPLAIN AREA TO BE REMOVED FROM FLOODPLAIN 1 1 I l M �1 � � O O uj o i !s Q LL N UJ W L M u c+ 3d' ITZo Y IC , ' S) j 0 z— N uJ ZQ I i C��A11 D Q O 04 Y zw o & m 1 1 Q w — 1 �I N N Ed N Ed N m 1� 11 i 0 o F� P. GRO, G 'i e pE WASy 6 I g S6 a G 4 i 23975 s FC�STE��p So k �r hA N N EXISTING FLOODPLAIN AREA TO BE REMOVED FROM FLOODPLAIN 1 1 a M �1 � � vJ \ 4 O Z W z o i !s o N W L u .. N % Q Y Z O 00 z— N I I o (N¢ 3Lo� zw o & m .N C14 w — N N Ed N Ed N U N i 0 o G '01v g S6 a F.tMeN1 FOR UNJ qGROUk;) I CIRKC SYSIFM. ____ Q GRAN UGrl SOUND P0, 01R e ISM COMPANY. _ -------- - S APPROVED FOft C ONSTRIX71ON 8 SOUTH 10 FELT N.C.N. 81,05900 3. _ i M BY: i a 7 n" Cri - 1G Z w DATE. � °o APPROVAL �Fhal�� n N 0 � �' EXP /RES:_ EXISTING FLOODPLAIN AREA TO BE REMOVED FROM FLOODPLAIN 1 1 M �1 � � vJ \ 4 O Z W z o !s o N W L a .. N % Q N Z O 00 z— N I I o (N¢ 3Lo� zw o & m .N C14 w — N N Ed N Ed N U N i 0 o G '01v g S6 a CALL BEFORE YOU DIG Q 1 -500 -424 -5555 s APPROVED FOft C ONSTRIX71ON 8 0 CO _ i M BY: i a 7 n" Cri w DATE. � °o APPROVAL �Fhal�� n N 0 � �' EXP /RES:_