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HomeMy WebLinkAbout05D1771 N . W. 114, SEC . 18, TWP , 21 N . , RGE. `) E. , W. M . I 15TH ST NE I E IN SAFIE,WAY S C _Z S Ce n } ,s, CL, .,•. �. N F .a voy� Op��s 44oq� FUEL FACILITY ADDITION STORE No . 531 SAFEWAY SITE em CGS, I Nr; > W MAIN ST } zE MAIN ST = O Q' on 4 2ND ST ¢ p- GENERAL NOTES ^ o 0 HIGHWAY 18 �0 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE — wPIPa. Lac' -, _�_._.,•_ _ ��� APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. lag " A ST. S.E. VI (3 2. ALL WORKMANSHIP AND MATERIAL SHALL CONFORM TO THE - CINITY MAP �0D "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) SCALE 1 -25so STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL a;® �ri I mid N Err 0 r h CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE gss �$ i I ^a 0 a N rtirnro SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION 3 ixi$ o �� W ^ I ^q I° - > g amen vow. � � € R� 0 > m o o STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE � J _ � �� 000< AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. ICI n p/ r N Ms;� ax¢ Z v��< �, g v�� = DEVELOPER ARCHITECT = r„ 3. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THELL to r " °' b a4 V 0 START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS I $ n SAFEWAY STORES INC. IN FORM, INC. z DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. z.,.o✓' ma£ A.I.A. Q d ����@ R . � AN, AIJ - '�"' NE 20t = 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. �m"�a — — h AVE NE 1121 124th AVENUE 12330 1 � THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES I �o - ------ - - ��® � xxR� BELLEVUE, WA 98005 KIRKLAND, WA 98034 AN 7 " MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE ; '� s Ir g 11 CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE T i a� (425) 637-2213 (425) 821 -7760 0-LLJ v) ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND > 0 LaJ a 4"i w � THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY � u r LaJ z o LINES. IDENTIFICATION, LOCATION MARKING AND pp n ���® CD °� v is m (A a RXGv RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, e 9 - r $$gg a 8 W N IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED x. V O -n d� CIVIL ENGINEER SITE ADDRESS oM CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, i grrs rr1 g " N s "may w J z�M THE CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555) FOR D J - a�- I �} BUSH ROED & HITCHINGS, INC. SAFEWAY STORE No. 531 = > ��N GASUTIL, POWER, LOCATIONS TELEPHONEEANDATELEV SION)SEWER, STORM SEWER, .Bw ST &F. avg n { �I ) ? 0 oQo A MR. TED F. DIMOF, P.E. AUBURN WAYS & 2ND ST. S.E. OwW Nq ' rr O '{ $sE ""— 2009 MINOR AVENUE EAST AUBURN, WA m `� 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND ^^ Ww�. xz �_ �� ° _ SEATTLE, WA 98102 SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE -- i -- O (2O6) 323-4144 S SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES oag�;v O THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE lol e ! STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF- eel d C W ^�® "y�� \l eeg. :...�rw Xm ys,. �"m,�g PEAK HOURS OR ALTERNATE ROUTES. I ; S , CO as ' gym 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON I, m�� _ € AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL '� � � � ' � � SHEET INDEX LEGEND METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. h �yl q °� / g f - 0 0 1 Cw. 0. pbep / `0 e 69 a4 �� rq CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES sr 9 C1 COVER SHEET N r �m� a - - 100 - - - � o AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF Z I , ` ) pm -� EXISTING CONTOUR CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. s gib, m vz!vze C2 DEMOLITION & EROSION 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC I` s I y� CONTROL PLAN 100 PROPOSED CONTOUR 0 FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A I \ > WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED �;7 C3 HORIZONTAL CONTROL CIFCURB FACE rn �yy�a PLAN PROFESSIONAL CIVIL ENGINEER. I ' m0 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT I r TC TOP OF CURB Z Z ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION (A �< > w C4 SITE GRADING PLAN DOCUMENT" HANDOUT. In , e _ '.ale� FL FLOWLINE 0 0 No�� m� C5 STORM DRAINAGE PLAN �� BW BACK OF WALK 0 C) CONSTRUCTION SEQUENCEv � C6 SITE UTILITY PLAN W W ,4 U CB CATCH BASIN a D 1. CONTACT THE CITY OF AUBURN PUBLIC WORKS DEPARTMENT AND F I s F a i I o .F f16 �� FY I g C7 MISCELLANEOUS DETAILS > s SCHEDULE A PRECONSTRUCTION MEETING. y w GR GRATE ELEVATION co W W 2. INSTALL STABILIZED CONSTRUCTION ENTRANCE. ;° IE INVERT ELEVATION 3. INSTALL FILTER FABRIC FENCE AND CB PROTECTION. q cw �Cy6 Oil =. t ,3 ruy,:b € 0 A �3 4. PERFORM DEMOLITION OPERATIONS AS REQUIRED. ac■1 ' J _ J CO CLEANOUT LIJ �0 5. ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES ` " sw r,a,t , RD ROOF DRAIN o� SHALL BE MAINTAINED AND REPAIRED AS NEEDED TO ASSURED CONTINUED k ^^�®1 NN PERFORMANCE. THESE MEASURES SHALL BE REPAIRED TO THE ORIGINAL r i -- a T.I. TOP OF ISLAND I` U DESIGN CONDITION. xss — —R- - - - RIDGE 6. PRIOR TO ANY CONSTRUCTION THE CONTRACTOR SHALL REVIEW THE RECCOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEERING REPORT s�;o „ RON s ysr: U) PREPARED BY EARTH CONSULTANTS, INC. DATED APRIL 26, 2000. � �.,�____, _ _ �_ „ , ; b i �$. _._ _. _ ,., Call 2 Working Days Before You Dig SWALE Q W W x � a ! Cn MttiO/,B tl ' c.w. � 6� �p ttSFs� '. �•: f kmas' _ .. - Div®pm ':: 'e....ve— /c � _. GO IllW10/Nf 7. INSTALL NEW UTILITIES AND STORM DRAINAGE STRUCTURES AS DETAILED ---------- ------------ - - - -w- ---- ------ --- -'- -------- 1-800-424-5555 ASPHALT SURFACING �I j 0O >_ O0 ON THE PLANS. TRENCH EXCAVATIONS SHALL BE OBSERVED IN THE FIELD AUBURN WAY- , p S. C ST. S.E.) g a Utilities Underground Location Center Lai J (f) (J) BY AN ON-SITE SOILS ENGINEER. IT MAY BE NECESSARY TO (ID,MT,NDOR,WA) + INSTALL GEOTEXTILE FABRIC IN THE TRENCH PRIOR TO PLACEMENT OF {�� - ;:• F,„'„ CONCRETE SURFACING = U 0 GRANULAR BEDDING FOR PIPES AND CATCH BASINS. $ �r� I Q Q Z Q La_ 8. CONSTRUCT NEW BUILDING. DURING THE CONSTRUCTION PERIOD, ANY AND I LLJ J W IJ U ALL POLLUTANTS OTHER THAN SEDIMENT WHICH ARE USED ON SITE SHALL BE HANDLED AND DISPOSED OF IN A MANNER WHICH DOES NOT CAUSE 0 m J CONTAMINATION OF STORM WATER. � D < � Q PARKING DATA: C) L� (n Q U) 9. FINAL GRADE AND PAVE SITE. REQUIRED STALLS - 237 10. LANDSCAPE OR HYDROSEED ALL EXPOSED AREAS. DATUM LEGAL DESCRIPTION PROVIDED STALLS - ^� COMPACT STALLS — 43 11. CLEAN STORM DRAINAGE SYSTEM (DO NOT FLUSH) AFTER VEGETATION HAS BASED ON KING COUNTY DATUM THOSE PORTIONS OF TRACTS 8 AND 10 THROUGH 17 OF RIVERVIEW HANDICAP STALLS — 15 0 BEEN ESTABLISHED. MONUMENTED CENTERLINE SECOND STREET S.E. BEARS SOUTH 88'22'35" ADDITION TO AUBURN, AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, WEST PAGE 90, RECORDS OF KING COUNTY AUDITOR, THE BED OF THE WHITE L() 12. REMOVE ALL EROSION CONTROL MEASURES WHEN ENTIRE SITE IS RIVER ADJOINING AND LOTS 1 THROUGH 8 IN BLOCK 4 OF ABRAHAM'S N STABILIZED. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE VERTICAL DATUM: PARK, AS PER PLAT RECORDED IN VOLUME 27 OF PLATS, PAGE 26, CITY BENCHMARK NUMBER 12—A RECORDS OF KING COUNTY AUDITOR; 10 REMOVED 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THEY ARE MONUMENT AT THE CENTERLINE OF SECOND STREET S.E. AND SOUTH RECORD DRAWING CERTIFICATION PROJECT REF: drawn by checked b 00 0) NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR DIVISION STREET. TOGETHER WITH THE VACATED ALLEYS, PER AUBURN CITY ORDINANCE NO. (7) o STABILIZED ON SITE. DISTURBED AREAS RESULTING FROM SEDIMENT DATUM: NGVD 29 = 83.40' 3189 IN SAID BLOCK 4, AND THAT VACATED PORTION, PER SAID THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR JHH TFE REMOVAL SHALL BE PERMANENTLY STABILIZED. NAVD 88 = 86.93' ORDINANCE NO. 3189 OF "B" STREET SOUTHEAST LYING WITHIN SAID 7 RIVERVIEW ADDITION CONTRACTORS CONSTRUCT/ON RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S scale date 00 13. FINAL INSPECTION. ENGINEERING DIVISION REQUIREMENTS. b�,9�aT 1 "=20' 1 -22- rn DATE.Q> Z3 t, U / o TITLE/POSITION: ALSO . �a N.u.,�tc= APPROVED BY. 1 2> �� ( ob no98325. 04 w w CONFIRMED BY CITY.• P�1_M.am DATE. 3 v DATE APPROVED: G o3 } O sheet C of >_ — J a U:\LDD\98325\dwg\XGRD.dwg, 06/18/03 11:11:11 AM �� e N . W. 1 /4, SE_-C. 18, TWP . 21 N . , RGE. 5 E . , W. M . KEY NOTES: EROSION/SED QNTROL SPECS (cone) 10. AT NO TIME- - - - - - - ITEM PROVIDED GC = GENERAL CONTRACTOR 0 = OTHER ACCUMULATESW THINHALL MARCATCHNBAS N.ONE FOALL CATCH SEDIMENTOT OF BASINS ANDCONVE ALLOWED YANCE NO: BY: N.I.C. = NOT IN CONTRACT SW = SAFEWAY LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. d r a o - - - - O GC EXISTING GROUNDCOVER AREA TO BE REMOVED - SHADED AREA pH U °' c (APPROXIMATELY), CONTRACTOR TO SALVAGE AS MUCH EXISTING �`"�la� 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE - - GRASS AND LANDSCAPING AS POSSIBLE DURING CONSTRUCTION. INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE Pd ��ds o4q PREPARE SITE TO BE GRADED AND PREPPED FOR NEW CONSTRUCTION. DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO I INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF OGC EXISTING CONCRETE CURB/WALK/HANDICAP RAMP TO BE REMOVED - THE PROJECT. (RCW 46.61.655). PREPARE AREA FOR NEW CONSTRUCTION. 12. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY �G5, INQ O GC EXISTING EARTH TO BE REMOVED IN PREPARATION FOR UNDERGROUND SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL / STORAGE TANKS (SHADED AREA APPROXIMATELY). VERIFY REQUIRE MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. hU Q a D r i./ / / DEPTH FOR USTS PRIOR TO CONSTRUCTION. x o �, // 13. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST a� W GERMINATING GRASSES SHALL BE APPLIED AT A RATE OF 120 LB/ACRE_ O ,2 / / / O GC EXISTING YARD LIGHT TO BE REMOVED VERIFY POWER SOURCE p D II \ / ACCORDING TO THE FOLLOWING SEED MIXTURE: L111 1 L/ r�� l G �� �� L G PRIOR TO DEMOLITION, STUB OFF EXISTING UTILITY AS REQUIRED AND ABANDON. PROPORTIONS PERCENT PERCENT O� `HSiis 1y i NAME BY WEIGHT PURITY GERMINATION W II It O5 GC EXISTING ASPHALT TO BE REMOVED IN PREPARATION FOR PROPOSED II 51ti P a VJ� T��s� W04-1 g; GRADING AND CONSTRUCTION. REDTOP (AGROSTIS ALBA) 10% 92 90 GC EXISTING PARKING STALL STRIPES TO BE REMOVED PAINTED OVER °0`n� .. U Lo / - ANNUAL RYE (LOLIUM Z oMo ALSO SEE NOTE 7. MULTIFLORUM) 40% 98 90 !" dole 7 GC EXISTING SIGNAGE AND ALL POWER IF SUPPLIED), TO BE ^ NM�z /// r// �/� O ( ) CHEWING FESQUE (FESTUCA ��� .. I i 5 / / l REMOVED/RELOCATED. SEE PROPOSED SITE PLAN FOR NEW LOCATION. RUBRA COMMUTATA) N > �o�� 45 II �; > ✓.. / �<\\\� i� (JAMESTOWN, BANNER, 0_ o�NoL i ! / \ i GC EXISTING DIRECTIONAL ARROWS TO BE REMOVED. .. J 8. SHADOW OR KOKET) 40% 97 8001 47 i <\�\\\ // r �\ \\ �I O GC EXISTING PAVING MATERIAL AND SOIL TO BE REMOVED IN WHITE DUTCH CLOVER p ¢a IIi 2 \\ / ��\\\yY� � � �i PREPARATION OF INSTALLATION OF COMMUNICATION TRENCHING. SEE (TRIFOLIUM REPENS) 10% 96 90 Z � i i , \ I // � �\ �v i I� E02 FOR ELECTRICAL DRAWINGS. _ Q r-r II �y I// z �I 14. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, J �' /r b EXISTING PARKING STRIPES TO REMAIN - REPAINT AS REQUIRED BY IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF TWO INCHES. �Sj I ' I � 9' DEMO/CONSTRUCTION. yp 47 C E'ARING LIMITS 6 / I// �I� ( ) II / /� / 46. --- EXISTING LANDSCAPED AREA TO REMAIN UNDISTURBED. REPAIR AS CITY OF AUBURN GRADING AND EROSION CONTROL NOTES W ~n TYPICAL �NSTALL.FILTER FABRIC u3 / j // 45 i REQUIRED BY DEMO/CONSTRUCTION. © w I I II FENCE'(PER CITY DETAIL /// I// / �I� i �l 47, 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND W z } /✓I / 51 --- EXISTING DEVELOPMENT PARKING STALLS TO REMAIN. (� (D > � --�—�, EROSION-02). / r EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE z I CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING W �N / I/ O --- EXISTING UNDERGROUND UTILITY AND OR VAULT TO REMAIN. SEE oM / / // 47 �I AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES 03 / I CIVIL/ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION. / ., J z LO - i - 8 / / SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE �,,;M 2 / I ✓/ ' 49• _ THAT SEDIMENT-LADEN WATER AND STORM DRAINAGE RUNOFF DOES // �/ -- EXISTING YARD LIGHT TO REMAIN - VERIFY POWER SOURCE PRIOR TO (n (j a,�N r/ i DEMO. NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, 0<0 2 ' i I F //v` // I / OR THE EXISTING CITY STORM DRAINAGE SYSTEM. �Nrn ' /%/ / I// 5p• EXISTING STREET SIGNAGE TO REMAIN. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. t //jj/ , . i 51• --- EXISTING ASPHALT PAVING TO REMAIN - SEE CIVIL SHEETS FOR / / INSTALL SEDIMENT i f ll O EXACT LOCATION OF NEW PAVING. 'r r" /� r / PROT dTION AT EXISTING 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), / SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON / �I/, , 8 /r ♦ "I 52. --- EXISTING CONCRETE SIDEWALKS/CURBS TO REMAIN - REPAIR OR C r/ " ! [• , . r j / ,CATCH BASIN (PER CITY O REPLACE AS REQUIRED BY DEMO/CONSTRUCTION. THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM ✓/ ✓ / r DEJA�C EROSION-04) REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. / . x / / / r 53 _ ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE I .% 5 I / -- REMOVE EXISTING STREET LIGHTS. / �d' j 10, 'I REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE ` r i � � IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO / i n yy � 'f i 49 NOTE THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE � � � h,, r ,i1 r y r v ! , I / _ / i , / PERMITEE. � o r % 4 ✓�/ v .10 / 8 CONTRACTOR TO VERIFY ALL UTILITIES SUCH AS POWER, SEWER. STORM, ,r I-',-' i- ✓ / i i i 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL I i �/ ✓." ,,i/ y� ✓! ( /! �I WATER AND TELEPHONE, WITH DEVELOPMENT CONTRACTOR, (IF REQUIRED) 48 r I �: PERIMETER CONTROLS AND THE DETENTION (RETENTION IF r " / / Y r / OUTSIDE PROJECT. SEE CIVIL DRAWING FOR ADDITIONAL DEMOLITION / ///" I j"' T REQUIRED FOR UTILITIES TIE UP. INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN r/ I✓ f r j / PR��,JECT / IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND 50 /-, I/ r '` ;i7 r/y � Yi- (/ / r `ll/ III APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE EROSION/SEDIMENTATION CONTROL SPECIFICATIONS: CITY. / / I 4 / " r f j, / / I r/ 5 �'REA �I i ,riris •` w w w r : 1- , i �' •!/ `'' ,`• r ,, 1. AGENCY APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN z r. h / , i 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS � 2 : o ,i "y '. DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE r', ✓ ✓ . r i NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF 0 0 0 w DESIGN (E.G. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ,��;•\ , ✓ jr. j//%�; �.���� �. ✓ 1 RETENTION FACILITIES, UTILITIES, ETC.). ALL AFFECTED PUBLIC ROADS AS NECESSARY TO REMOVE MUD `�\ \ 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. Of w Of a a o MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS 6, ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR o 0 0 a v THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS w w w EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, > > rn APPROVED. > > > I 1 / 2 ;r ��� 47 NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE w w ft 6 8 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING ' SCHEDULE 52 BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE n N z 2 " " g . . " � CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND CONTRACTOR FOR THE DURATION OF CONSTRUCTION. THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN zz THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN W Z CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE r- _ MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. Z V):.-, — ,� —•_ _. �: .— _,.1 ,//.,,,.r/.,. r, i� '-- - f/� — — — — - — — — — —,..— — — — Z Ln � ¢ - DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER QUALITY STANDARDS. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET O O THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 I= CV Z� 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET — O — (� 1 REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL O ® Z _ 1 CONSTRUCTION PERIOD, THE CONTRACTOR SHALL UPGRADE THESE ESC BE STABILIZED IMMEDIATELY. W Q W W 46 FACILITIES (E.G. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT (n 52 '� 53IN"i � Q O O .......... 46 FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. � M � � 2 53 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND <C z CL J_ V) (n `- CONTRACTOR TO INSTALL 6' TEMPORARY S14TABILIZED MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ,��>I ,. O U S HIGH CHAINLINK GATES TO CONSTRUCTION ENTRANCE. 7. ANY AREA STRIPPED OF VEGETATION INCLUDING ROADWAY EMBANKMENTS ' _J Q Z C) I — O Q Q PREVENT NON--CONSTRUCTION 50'x30'x12" THICK PAD OF 4" WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD OF 15 DAYS, =..' � r^"uM, " > �: J W ly C\I „ . or ?r 'S (yj VEHICULAR ACCESS TO 6" QUARRY SPALLS (PER SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (E.G. ". " ` ) O F- J W � W SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.). Z W L� m Li- CITY DETAIL EROSION-01) ', Gf w „ >. " W O � Q Q 8. ANY AREA NEEDING ESC MEASURE, NOT REQUIRING IMMEDIATE ATTENTION, o '^ a v SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS. U LL ... 0 _ 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND , o rz c I MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS :r, # ^ g- w` " a IC � O � .. "�rY �. rn FOLLOWING A STORM EVENT. M. , m LEGEND: LL" � c� _ _ ¢ I ' CONSTRUCTION FENCE RECORD DRAWING CERTIFICATION PROJECT REF drawn by checked by Cu = - C}7 o THESE DRAWINGS CONFORM TO THE S ARE APPROVED FOR THESE PLAN JHH TFD - - - FILTER FABRIC FENCE —�f— CONTRACTORS CONSTRUCT70N RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S scale dote -�--� _ ENGINEERING DIVISION REQUIREMENTS: o � \ ...... ... - BY. g Its ; DATE. ,5 .� ; Cr c%a/o3 1 "=20' 1 /22/03 N w � LIMITS OF CONSTRUCTION :h=-� OEM APPROVED BY.' �`.�+�-�- ��� job no. F o TITLE/POSITION: � 98325. 04 CB PROTECTION CONFIRMED BY CITY. DATE. DATE APPROVED: r -- C 2 nr 7 U:\LDD\98325\dwg\XGRD.dwg, 06/18/03 11:45:00 AM �� 1771 N.W. 1 4, SEC. 18, TWP. 21 N. RG . 5 E., W.M. FTI D 00 I I 8 -7 O I I b2.- � Lo o- 2" 6" �.I.F.) bD I i� o � � I dos. I Nc 01 �( Mke I I I o- W 23'-2" (V.I.F.) 30'-11' 26'-6" V.I.F. ( ) I I �0 U] �Q O 0 OD �0 del 10. \ 1 o Hsns "0-,za _ o Ct • I m I !'� � sr• o I I • o � GRAPHIC SCALE ,9 ,9 o I I I Z 110,M o 7u O 20 0 10 20 40 so I u] IS Iz U W / I Q MLOtoZ o LLJ 000 >— M0) O I� ( IN FEET ) q. (A1 � 0 0 o Cuj 1 inch = 20 ft. ��0 a; I I Z o OO o 0 NZ X J 00 U z �a IN Z 1 Q w N Iw I = o 18'-9" o u n sr, v I aV m � 0 ems, TY? > w u~i p D IJ_l a rry. W z w `o r Q (� w rn 0 0 �I w ,02 , > Yt 0 0") z Q._ �r���o J a ti I _ �V>C= 33'-3 a`O o = J swr Kzr rt ���0 37'-11" 20'-8' 33'-8" - y mho = oQ- �70 D�c� I I- 20'-8" 37 -5 �cwnrn ------N-- . /��� > I i_________________r____ I N N W co J 68 0 i CD rn 13'-4" `O � �� I o II I' KIOSK sr,\ / 1 -------- o ® X p� a I - w I 1 38'-3" TANK RAC C I — O > I 8'-10" Cf' — — — a m 0) CIO I I o o I I `m 1 I 1 npmo� 1 c� C3 A � Z z I N w zm> 2 1 -0 z I I I o SIGN "ONE WAY Co m � ONLY" of z z z CD z ® 0 0 0 in 0 0 0 s CO U U U 109'-2" CANOPY SLAB -8 25'-7" 4._ .. ' a a li m o N oo INSTALL NEW STREET LIG T 34'-6" m o 0 0 34'-10" r ; w w w PENDICULAR ? cn w AT BACK OF SIDEWALK. 2 _0„ I s > > \ 0 rn m I" JUNCTION 400W SODIUM VAPOR w w �— — — — — — Io �- — — — �- — L4 o/�Z� BOX 32' DAVIT NTIIN M HEIGHT 1 w y — — — — — — — — — — — — — — — — — — — — — M N Z Co YET - - - - _- _-- 46- - - - - - - - 4.7 12'-3" 7 '-6" 20'-0" LNU IJI- S00' '44"E 1 I Z z I _J� \ Q W o EXISTING • 6• I W Z Z JUNCTION ORIGIN POINT 70'-0' n� o 0 1 I C N BOX AT END OF cn� `+ I J O U Q P.L. 90'-4" (VERIFY IN F LD) 32'-4" 21'-11" 36'-4" 21'-8" 0 -000 ? ? — ~ O N z TRENCH ALONG BACK OF SIDEWALK INSTALL SIGN "RIGHT TURN �> °' ONLY I O Q ( LLJ �2" PVC SCH. 40 CONDUIT o WITH 2 #8 CONDUCTORS INSTALL JOINT I U 1 #8 GROUND CONNECT ca. O AT 45' ANGLE I TO EXISTING ILLUMINATION oy QJP Q CIRC:IIT IN SI-GNAI _ _ _ _ _ _ _ _ F. I / Q -i Cf) U) JUNCTION BOX. I Z Q >- >- Cn OI� < z < AUBURN WAY S. ("C" ST. S.E.) o N J W W Q:� WLLmW - - O =) Q =) Q EXTEND 'C' CURB TO LL- Cn Q u� (� LIMIT SIDEWALK IMPROVEMENTS. 24'-8" z D o HORIZONTAL CONTROL PLAN ENLARGED PLAN m � a sCALE:1$=2W SCALE.1'-ia RECORD DRAWING CERTIFICATION PROJECT REF- dawn by checked by N THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR JHH TFD 00 N CONTRACTORS CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S scale date I N �x B DATE. 23- ENGINEERING DIVISION REQUIREMENTS 1 "=20' 4/16/03 I• p Cp b�fa/o3 TITLE/POST TION.��•a •��••. APPROVED BY. 1 i �• job no. P.bt., 98325. 04 }V) l CONFIRMED BY CITY. DATE. DATE APPRO QED: b1 Y o 3 Q sheet v 3 of 7 J U:\LDD\98325\dwg\XE-horiz.dwg, 06/18/03 11:09:25 AM O SD 1 7 7 E N . W. 1 /4, SEC. 18, TWP . 21 N . , RGE. 5 E. , W. M . M R GRAPHIC SCALE 20 0 10 20 40 a ► r y p0`��s - - �4S• I N� NEW CURB & vr� �1 I LANDSCAPE ISLAND �. Q 0 T Cb 90 R NEW SC EEN O� 'H5f1s I WALL NEW CURB NEW ISLANDS EXIST. CURB FI ISH GRADE ( /1 & SIDEWALK i lJ 1 Z orio;E % .: 0 �o^� ---�7 I Q n z 80 �J SHADING INDICATES AREA OF NEW (/) Ld nmto0� SEE SWALE SPHALT SW LE PAVING INSTALLED. PAVING SECTION PER j 000� DETAIL ON SHEET C7: PER SOILS REPORT. ""} > N�N� DET IL SHEET C rn • U) I .uzz ' I (TYPICAL) - X X Q �Q 83.54 81.27 J ~ Q w JOIN---/ JOIN ='' J NEW CURB &` DATUM ELEV 8 LANDSCAPE ISLAND 8d 70.00 I �� a1.05 -- $011 F 80.05 - f W JOIN JOIN JOIN 80.25 W Z W. o �-� 79.84 79.46 JOIN 0 CD ' I g2 \r?�_ 8_0.7® JOIN JOIN - LJJ a m 0+00 0+50 1+00 1+50 I 79.95 .02 80.7 80 - \ S w _ ._ _ 80.23 V) - 81.77 81.ta 79.66 7 JOIN V) U � TRANSVERSE SECTION 1'.5% C4 Sccle:H=1"=20' V=1"=5' = 80.27 o�� at 63; 856. TRENCH DRAINS TO 79 49 ;JOIN �} SEWER SEE SHEET C6 9 79. NEW 'CURB ( ) r31.t)3 8f " ` rL e. SEE ARCHITE TURAL a01� 79 1 80.31 PLANS 1 82:15 81.75 I j . w ... a':. � • w f.� l ,. is , .I 82.32 �i 80.4 ro N H NEW CURB (TYP.) o SEE ARCHITECTURAL O ° PLANS A � . f C4 t x z. • E o ',-$ - .c°.i --'� •- � to 82,97 I �> n K- w �. �;._ � �- � ,� 81 34 8074 81.34 0 0 o w 1.5% 81.51 81.53 JOIN ) 90 -� 80 01 J01 82.50 o � 1414, - - ad aa1.a25SEE SWALE D EIL o owNSHEET C7 82.74 81.38 81.19 81.44 5 81.99 EXIST. CURB NEW CURB \ _' JOIN & SIDEWALK NEW ISLAN NEW ISLAN - - - - - - - - - - - - - - N W ISLAND �� FINISH GRADE N W CURB I . .:: _ 00 W c� 80.87 F 80.82 F LOCATION OF NEW (n Z 80 - - _ JOIN 3__ JOIN 0.79E _L STREET LIGHT PER CITY Z to ASPHALo Ij T SWALE B REMOVE EXIST CONIC CURB, GUTTER, SIDEWALK AND DRWY. JOIN OF AUBURN Sc-4 TD. DETAIL TRAFFIC-43 & 44 N Z y C4 CONST NEW CONIC CURB, GUTTER, SIDEWALK AND DRWY. Z - - (SEE HORIZONTAL CONTROL PLAN FOR DIMENSIONS SHEET C3) Q _ J Q Z � < UJ Lv O } 0 - - - - - - - Z _I (f) Cn DATUM ELEV Dn c o Q U � �- 70.00 � � o IYQQZ g = c (D m o K z _ III L.Li W L J La_ CO LI ~ :3 Q =) Q (/) LL V) Q (n 0+00 0+50 1+00 1+50 2+00 _ I _ A "�, LONGID JD INAI_ SECTION Z ` C4 SccIe:H=1"=20' V=1"=5' L6 m L(� Q V) RECORD DRAWING CERTIFICATION PROJECT REF.' drawn by checked by C3) o THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR JHH TFD q Call 2 Working Days Before You Dig CONTRACTORS CONSTRUCT/ON RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S scale dote No A ENGINEERING DIOSION REQUIREMENTS. 6��8 Io f , =20' , 22 031�804555 B e DA TE:tIIf1Underground Location job no, (ID,MT,ND,OR,WA APPROVED ,, TITLEIPOSITION 341tuc*aw., l 98325. 04 � Rr . a o CONFIRMED BY CITY.• DATE: 3/ / 4 DATE APPROVED: - sheet C 4 of 7 J a_ _U:\LDD\98325\dwg\XGRD.dwg, 06l18l03 11:36:46 AM 060D /771 �` ` t -- N . W. 1 /4, SEC. 18, TWP . 21 N . , RGE. 5 E. , W. M . ,^ .,... ;.n r� •�.; r'n^ '�r"" ~. T:._..-• ,7�,"a"6w+,;'iaArF P.;.' . ("\1'�c��'v I� p 1 911� u1 ' - �' v ° lg u x � � � 4•. t� EI a l, N 5TORM DRAINAGE LEGEND .. II` 0 CB#1, TY 1 I� 671-F 6" PVC SDR-35 RD Q 1.50% ~ci RIM=79.49 x' o w 0) IE=77.78 O 4" PVC SDR-35 RD 9 1.00% (TYP) Po�00 0� W O 16LF-8" DIP SD 0 0.50% Q CLEANOUT 30 RIM=81.08 b 'yc(10 OC STC900 STORMCEPTOR MH IE=78.68 RIM�80.00 O 62LF -6' PVC SDR-35 RD 0 1.50% IE(8"out-NE)=77.45 („) RIM=80.12 o SEE DETAIL SHT. C6 0 CB#4. TY 1 ao 08 ' " IE=77.75 cols . DO 11LF�8 DIP SD ® 0.50% O ,),nV,z_ ` CLEANOUT >- Mm = E CB#2, TY 1 RIM=81.15 W O RIM=80.15 ooI `o© JI .. IE=79.89 IE=78.7.. w o�4L v I —Z 67LF-6" PVC SDR-35 RD 0 1.50% -T. V) �� 8OLF-8" DIP SO ® 0.50% ®` x J U O 30LF-6" PVC SDR-35 RD ® 0.50% Z CB#3, TY 1 WITH SOLID, TRAFFIC " Q LL BEARING COVER ® EXIST CB RIM=(80.12) MATCH EXIST GRADE RIM=(79.43) a IE=(77.32) IE(out)=(77.50) u IE=77.39 JOIN IE(in—JOIN)=77.60 /^' IE(6"RD)=77 50Ld _ V O CLEANOUT BEDDING FOR PIPE PER LEI < RIM=82.09 CITY OF AUBURN STANDARD Lj--I Z `o Q `a E 9 69 SPECIFICATIONS w o Fq a _ L LV O ((� 0 J z � V) N / I V , aQ� i C 8.8 I' t • CONTRACTOR TO PROVIDE J J M ADDITIONALA COMPACTION AROUND STRUCTURE AS NECESSARY TO ;. I AFTER= i AVOID ASPHALT CRACKING . w> CONSTRUCTION. x»dr,.uau1 'yl, LLI 00 Ve is 461 � r GRAPHIC SCALE 20 v: f• o f_ -- .. -— •, f - kl 0 4 n .. IN FEET ) w w z 1 Inch = 20 ft. 0 0 0 0 w 'OL 0)6 'f r a 0 0 Iq w w — — > N N W I Intl°� Ji, 7^ 1 •t , 4 0 s1 ., 1 ., 14t M * � Mn EL J D <C L(yLJ (� (Ld h O >- O — D �o U cnC: o a; Gl om� � Li- z Call 2 Working Days Before You Dig (Y J LtJ W OWLL- ML- 1-800-424-5555 I— < ::) <C Utilities Underground Location Center ID MT,ND,GR,WA) _ z a � r ) V) Q N a ) RECORD DRAWING CERTIFICATION PROJECT REF, duo, n by checked by C0 CS) o THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR JHH TFD CONTRACTORS CONSTRUCTION RECORDS. CONFORMANCE WIIH THE CITY OF AUBURN'S scole dote to r, ENGINEERING DIVISION REQUIREMENTS. „ CP 4�18/os rn BY.• DATE: a 1 =20 1 22/03 Ln APPROVED BY. . �* h o TITLE/POSITION: 98325. 04 w w CONFIRMED BY ClTY. '`"� DATE: •3f- DATE APPROVED: 7 < o d sh eat C 5 of /OS D 1 I 7 I7 ' U:\LDD\98325\dwg\XGRD.dwg, 06/18/03 11:35:24 AM 77 �h"�l- N . W. 1 /4, SEC. 18, TWP . 21 N . , RGE. 5 E• , W. M . 7 SANITARY Sff_ LEQQU „ µ z I sJ O1 JOIN EXIST 24" SANITARY SEWER. W/ O9 OIL/WATER SEPARATOR - UTILITY o 4 ° I 6" INSERTA TEE INSTALLED ABOVE VAULT PART No. 66OSA - TRAFFIC SPRING LINE, MATCH CROWNS. BEARING (SEE DETAIL SHEET C7) IE(6"in)=74.84 RIM=80.93 in)=7614 O 35LFN6" PVC SDR-35 SS 0 2.00% IE(out.)=75.64 , 5 §° — NC ,v 10 IE=7G.39 CLEANOUT � RIM 81.08 v , i zf IE=75.54 11 54LFN6" PVC SDR-35 SS 0 5.02% x' 0 HA .: I t '" 42LF 6 PVC SDR 35 SS ® 2.00% BASIN M I ,�' ,' � ^' ZURN T � �• � 12 RIM=80.27CH O�OpJ CLEANOUT IE=78.85 cY 'HS0 RIM=81.71 � � � f,• ""� E IE=76.38 13 35LFNTRENCH DRAIN R.__. ._. 4{ 76LFN6" PVC SDR-35 SS 0 2.00% 62LFN6" PVC SDR 35 SS 0 3.10%» T 14 - (3 F ' ' ✓^ ' f+'Ii'l O CLEANOUT 15 CLEANOUT �o 0 - I / RIM=80.73 RIM=81.85 T Ito[-o 7 E IE=77.91 IE=78.32 p ) r,)z ' n NON= I,,r Imo, t a r O8 5LF 6 PVC SDR-35 SS ® 2.00% WITH 16 49LF 6 PVC SDR-35 SS 02.98% f✓?A PP LU 6 ,' 1 �..� 5' �o co OGATE VALVE. (BOX & STEM TO o 0 o o i r f r GRADE). 17 ZURN CATCH BASIN N co C,4z r " r n o RIM=81.20 V) _ 13ACKFLOW ASSEMBLY - NOTE: IE=79.7$ p a • ; ; FOR AIR/WATER UNIT I, Z .'FM k '", 3•" 5ERVICE,UNE LOCATED ------------- ' 18 35LFNTRENCH DRAIN k-' Q w 1 BEDDING FOR PIPE PER a 9{ IN KIOSK / CITY OF AUBURN STANDARD J !!!CROSSING!!! SPECIFICATIONS. (6"E 19 td CROWN -W)=77.20 2. USE ETHA FOAM 220 BETWEEN IE(6"N-S)=77.70 U7 -w - - - -- -- - ------------ -- - PIPES AND PACK WITH SAND AT PIPE CC � ,' CROSSING. SEE DETAIL SHEET C7. L'-I < t NEW WATER METER a „T PER CITY 0 AUBURN STD PLAN o. WATER-13 - —--�— - - -- — - - - — ,Qe w i 4M Z . ., = CANOPY QuB PERIMETER DRAINAGE Z ¢E a. 1-12"x6" TAPPING TEE �� TRENCH DRAIN SHALL BE ZURN Z-886-HPD AS FOLLOWS: J o�n 1 CONC THRUST BLOCKS N ". - ' 2 1F L� 20 �6" DI WATER PIPE W " Q 1. THE CHANNELS WILL BE MANUFACTURED OF HDPE �MTH A 0.75% 1. — J z � I " = BUILT-IN SLOPE THE CHANNELS SHALL BE 80 INCHES IN LENGTH WITH oa PER CITY OF AUBURN STD O R > MECHANICALLY INTERLOCKING ENDS. THE CHANNELS WII_L HE 0 W m PLAN No. WAR-07 "' 1 t 1�4• DOMESI7G Cf _ W c� TE _J 12 MANUFACTURED WITH VERTICAL RIBS TWENTY INCHES ON CENTER. ,*'-T, . I F 5 "".":'. " 00 2. THE CHANNELS WILL HAVE INTEGRAL DEVICES ATqp m o a LL o TWENTY INCH INTEVALS R TO ASSISI I T N NSTALLATIO N. THE CHANNELS o fiti i7 WILL HAVE 0% WATER ABSORPTION. ' 3. THE GRATES WILL BE LONGITUDINALLY SLOTTED DUCTILE IRON, AND j { ( COMPLY WITH ADA REQUIREMENTS. THE TRENCH DRAIN ASSEMBLY WILL f z n O F BE RATED FOR LOAD CLASS C. CONTRACTOR TO PATCH STREET 4. IN-LINE CATCH BASINS WILL BE MADE FROM HDPE AND BE 6" BY PAVEMENT AND SIDEWALK dt ,�, 20" B 20" D S o 0 BACKFlLL PER CITY OF AUBURN < ;= ISINS THE EESEDMENTA N a STD PLAN No. TRAMC-02 AND o N Y DEEP. E CATCH BASINS PER CITY OF AUBURN INSPECTOR'S f ;".'."'`' T SYSTEM. , _ - o YAT ARE STEEL. THE SEDIMENT THE CH BA N$ WILL HAVE TH Z. FIELD OBSERVATION REQUIREMENTS, . 1,-4 BUCKETS WILL HAVE /4 DIAMETER HOLESASPACED 3/8 ON CENTER. - = 10 5. MANUFACTURER'S REFERENCE: 15 1 9 9 A.E. GOODRICK COMPANY 10 CREEKWOOD LANE S.W. LAKEWOOD, WA 98499 I 253-581-2198U lij w - - � - - 000 o 0 0 >4 - o o r Li 0 0 0 '. aI" N Z _ GRAPHIC SCALP z t 20 0 10 20 40 BO ,A LLJ x IN FEET ) z0 Ln -0 Q 1 Inch = 20 ft. Q DC. � ... - - J _ Q COZ - 0 7 00 A F Li om � L< LEI F Li Z _ 4 � � �' -- F / \ `y.. ry L1_ D:f s Li A J I..LJ 1D LU of �:•- Call 2 Working Days Before You Dig :i_: W LL_ 0_l LL 1-800-424-5 w D Q < V) �$ �• Utilities Underground Location Center � � � 4 � TMM� 11 i Ell 14,0.A3. f:: • .r ,wMrYln ':,x. y f^ 2 ':.. _ ., s " _ ... ,. h. TF ' y � � Iry y � J niy M Ifl r f` „° P�'rv<� 1t,g1`,�h�e+_:ffi' _.�:� �* >F ..Awl :,... � "*�,' • ,�.ydl � Y,�w:' '�� „tr' , ,,� I,. 111 .. r/ RECORD DRAWING CERTIFICAT/ON PROJECT REF.•_ --- drawn by . .checked by THESE PLANS ARE THESE DRAWINGS CONFORM TO THE a CONTRACTORS CONSTRUCTION RECORDS. CONFORMANCE WITH APPROVED JH H Tf D CITY OF AUBURN'S + P. U O h ENGINEERING DIVISION REQUIREMENTS ale"=20' 1 /22/03 of \ BY.• DATE: "- , APPROVED BY: OLP, �. S- e4 job w , r. r „ r riT�E/PosirroN: 98325. 04 n � . . � ' o CONFIRMED BY CITY: DATE.• � � DATE APPROVED: Q d sheet C6 of / UALDD\98325\dwg\XGRD.dwg, 06/18/03 11:33:46 AM INV W, " r, O S8 r707/- ' o 36,1 6 11� `6 N . W. 1 4, SEC. 18, TWP . 21 N . , RGE. 5 E. 2 W. M . p �P 6'-0 23" 21" 12" 16" 12" 24" 24" 12" q� PG 4"[102mm] 6-1/d'[159mm] o�lo�000000 frd�+ �p� rl — n 24" I A 4"[1o2mm] a0o0o0o0a�o�o�o ,o oaoo 00�0��� �000�0 00 o 0000��� °� A N �rOrOr ar I I � w ZO it r ' * E — �� , a UE o cr � co .. LL x — — — — — — — — Z-886 X-SECTI❑N I O PLATE COVER PLATE INSPECTION COVERS 4 �kf 80+ O� J ' B � 'ZURN Z- 886" TRENCH DRAIN No. 222P DIAMOND 2-No. 1012P DIAMOND , ��i r O 'HST „ SHUT-OFF VALVE ON OUTLET NO SCALE PIPE. RIM FLUSH W/PAVEMENT. PLAN—BASE PLAN—COVER In 4, arIt map n� } f; / [ ] 4•:'[102mm] .z, w - to No. 222P DIAMOND 2-No. 1012P DIAMOND - w " nb N4 y '1 �I PLATE COVER PLATE INSPECTION COVERS 24-5 8" 625mm MM�? n CO • OIL/WATER 000 M Z SEPARATION INLET N I � CHAMBER • _ � 8 OIL RETAINER BAFFLE "0 HOLE-TYPICAL EEACH END FOR Z • INLET & OUTLET "^o Q w �•s * INSTALL RISERS FLOW DIFFUSER " £ J c AS NECESSARY BAFFLE co £ GRIT/SLUDGE j n uu W I CT10 RETAINER WEI SAMPLING TEE R R _ � U7 (BY OTHERS) © W Q Ld (3) — 4' zk Lill a•� n �s -J Lo 5 mLi 23" 21° 12" 16" 4'-0" 6'-0" GALVANIZED STEEL (� rn o o PLATES, BAFFLE & WEIR aa1 "� ..E. > > - ZURN Z-887- 24 CATCH BASIN 0` — —B $ owro NO SCALE l ` �. n 4, SECTION A A SECTION B A DETAIL — OIL/WATER SEPARATOR is t n, ' "UTILITY VAULT" PART NO. 660SA, 450 GALLON CAPACITY ; ' +" �` " " �• � ' WSCALE: 1/2" !'`9 N [D N 2 1-"�y f �• f y I 'u y33 J�M +uI A uo u e I d • E ' ' .-. .. ,xY ',fi4' +.. .. �J _.. LL ,r-j a F P e. Y tr'1k , yp Is , . + :, .m 4 ..':,t' ,, '�'' 4. ,.i-. •n,( �`„I zlka! .. ( ,,::..:A .r' }N v, : STORMCEPTOR COVER AND GRATE wOil RIM=80.00 " lUSRS TO I 4 V� M`Cf I A ti SUIT FINIISSHED�GRADE e a. =,A ram f - .'�. m cn f— '�:.� r ss �, z.. ,. ... ,.`�`�` • .. - - � a:;ti ;I�'rt :,. - �^'-. '" ��' � '� " ' `-'• - 3 ^� W W W r , ST EPS OUTLET r r O Z .�r ,Km''. '&°'`S, ..t w, r r a e 72 0 ^ U U U _ _-7„ f�� K CC lY +: _ r•4 ' FILTER-FABRIC 3.81' A1,40 w w w r ': k S r� :I r�i,• FLOW WRAP •' .. " ,. n;:� 6 0 0 0 % " 0VENTr,- FLOW vARIEs -_ d ,. '.r' Ord SE T _ +r� R -v I W W W - - - fY,: > > > : Ail" " PERFORATED �a l� 1:; r . •;. m ., 'a, a !III ,+,I' v;! ,, : ;3:• ::�:w: ,a,y..,„ 4 „- K LC G' _ PIPE = WEIR E NOTE 3 f ,, _ STORMCEPTOR 4- to PEA GRAVEL g - — N cv z LARGER THAN � ¢ 17.25' INSERT ss PERFORATIONS) ` OUTLET '. a ,e, � 1, r _ ., � r-was INLET WEIR 6 MINIMUM I TYP ALL SIDES o iv O CD LLI - D E EDGE IE(in)= 7.70 low N a IE(out)=77.45 20. 0 ~ TAIL—SWALE AT q PLAN ,'. • Iy' i :s, In 4-• J V/ ,J RAIN � s. _ AB Q r o ' . OF CANOPY SLAB FOOTING D al SCALE: 1 1 -� •- v, NOT TO SCALE y EIa4 {y . Mir 'f INLET TEE " r O 1 " w 8.. _ fY X , A! w ,, y . .......y:aa...m"mz 'c Q w w _ _ ` M1a v of ry r^=a,I SECTION THRU CHAMBER } O O * ..' to .•�- ::�A> _ _ NOTE DESIGN SPECIFICATIONS -U � I v J 1 � �I 1. FLEXIBLE CONNECTIONS ARE RECOMMENDED AT THE INLET Q V > AND OUTLET WHERE APPLICABLE. Ld 2• BASE WEIGHT = 6.46 TONS <L Q �� 0 2. COVER TO BE POSITIONED OVER OUTLET AND VENT PIPE —I ?� � : - I 3. CONSULT LOCAL /. .\ . , ( £ ,-.,� ;,.... • : , :, :, : �;.: ,,:.«,„ aye r,:. _ j,:r~ • ,. " • /� W L— m Lw `._I f e i,. .....i.. .: 1,"`( +� u'" eF.k+iY✓!1•>' ui - 'x:.. '.r° . '"` r An `I! Via' ,$'f tli. I QP ' ,iY, V N � ., c'... •_...n✓ ["'4. e.('t. 1`f.. t.:. {-...' -. ,.y : v 1: ... +: , :. A 't i' " < � Q " f' a ' r - •:a„' ,, , +„ L Ly 4. INLET SNP APIPE WILL BEAEITl1ER BN0100R DRAWING. WITH A 6 0 ORIFICE PLATE — . d __ ' e ;' �".o.:. ,- ., .:.. •' _ :. . x , ,, , ! ,.,: ', . .. , . � ,:, . 5. ALL CONCRETE JOINTS HAVE RUBBER GASKETS THAT CONFORM TO ASTM C 443 91 p E. ' tea;, �✓, 6. U.S. PATENT NO. 4,985,148 i .^ x wl NEW 6" SANITARY SEWER Z � ° . • - ,� Ire " • " ' � :'::� fr, LY ".' STC 900 PRECAST CONCRETE STORMCEPTOR a o ` 2 ASPHALTIC CONCRETE(AC) OVER 4 DO z� CRUSHED ROCK BASE (CRB TIMATERIAL, OR, 2" AC OVER 3 OF AS NOT ro SCALE o " ASPHALTIC C TREATED BASE Q yr ' .: ATB MATERIAL, ORTL 4" OF PORTLAND CEMENT CONCRETE (PCC) ETHA FOAM 220 '� + - PACK W/ SAND RECORD DRAWING CERTIFICATION PROJECT REF' drawn by eke 6Y w (SEE GEOTECHNICAL ENGINEERING REPORT No. E-9744, DATED JULY co NEW 6" 10, 2001. PREPARED BY EARTH CONSULTANTS, INC., FOR COMPLETE JHH TFD x THESE PLANS ARE APPROVED FOR r'' THESE DRAWINGS CONFORM TO THE (}) o PAVING AND SUBGRADE PREPARATION SPECIFICATIONS). SANITARY SEWER �`' f > r CONTRACTORS CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S stole Bete <' ENGINEERING DIVISION REQUIREMENTS. „ PIPE CROSSING CONFLICT PAVEMENT SECTION ' ' BY• DATE: cr . 1 /22/03 Y: job o J APPROVED B O NOT TO SCALE NOT TO SCALE TI TL %POSI TION: - 98325. 04 Li CONFIRMED BY ClY, I�, > , O� „ , _ • DATE: DATE APPROVED: sheet C 7 of 7 r O d A41x .e 7W, U:\LDD\98325\dwg\XGRD.dwg, 06/18/03 11:32:12 AM HOLD FIN. GRADE I" ' BELOW ADJACENT 2" LAYER SPECIFIED MULCH PAVING III l — GROWN 1/2" PER FOOT _ C_ . 15,�,�?Y �� III I—III ,,"�L. — NATIVE —III— I- 501E I 'tip I z Lo O SHRUB-PLANTING DETAIL U) W00 I III W � Z z EXISTING LAA�DSAP �I I �I 1. O LiJ O TYPICAL \� G7 O Q -- z_ TYPICAL FINISH GRADE — WITH 2" MULCH LAYER. 4 I HOLD PLANT I ABOVE — � LLl d- (n NORMAL DEPTH 2" DEEP SOIL SAUCER - - — B aB PLANTS REMOV E <BURLAP FROM TOP I/3 Q Ld N W OF ROOTBALL. CONTAINER � (,n � � Q MIN .I — PLANTS+ SCORE ROOTBALL EX15TING LANDSAPE _ v }'I III—_ —il UNIFORMLY TO 1/2" DEPTH >_ I LIJ PROTECT t PRESERVE a W/MINIMUM OF 4 VERTICAL GUTS. w —J �I I— I � , w n 70P501L BACKFILL W/ U. ICI I Lil l I I I I TRANSPLANT FERTILIZER m • NATIVE SOIL REB I AR W/IO- A.G I ,C° C°ti NON-GAL. STEEL WIRE LOOP ISSUED DATE: TOPSOIL SHALL BE I/3 COMPOST, I/3 SAND, I/3 ROTTED STEER MANURE 06-18-03 I I I i z PLANTER/SIDEWALK TRANSITION I �, 19 VIBURNUM D VIDII _.. a -- I •;-'.:%' '`ice > > L cn 5 ACER PLATANOIDE5_'CRI_MSON SENTRY o CRIMSON SENTRY MAPLE 2" GAL. � . O � . � . 9 RHODENDRON 'JEAN MARIE MONTAGUlf a,.•\ — -- -- L v > 140 ARGT05TAPHY1­05 UVA-URSI _13 VIBURNUM QAVIDII I KINII NNICK I L. 2'-011 O.C. 3 GAL. ���� m sir �� �� z e FR FLAME ASH 2" CAL. 3 AYW O J VIBURNUM pAVIDII_1 c� n r i r] <f i O O �/ �' * CDolo 0 1 i I I I, cDN _ <O0O , r I . 26 VIBURNU IVIDII p c 3 GAL, 3'-0' O.G. TRI-SPACE zjaI '��' 33 VIBURNUM pAVIDII .., TRI-SPACE 1 s . � . N I I � U � - Z I I ( I H Qgww 1 S A '► AFEW � � u in ' � rr � inc ® Foy y' Iy ; � I f z p archita�ure •planning STORE - � , � w �� NOTE: IlJft I1� W. --TREE BRANCHING TO START A7 8'_PJ" HT. n{gr�� dGS1�R . �• I C) LOWER BRANCHES ON N0 .531 " Q TREES ADJACENT TO '. � z I DRIVEWAYS AND INTER SECTIONS MUST BE TRIMMED 35 ARCTOSTAPHYL05 UVA-URSI E _ II I ; Q i� w X Q I III _ I TO A HEIGHT OF 8 FEET * -- ---pOUG. FIR 2'x2" } � w _i KJNIKINNIGK I GAL. 2'-m OG. 1„ _-� ° _ I 1 FROM STREET ELEVATION ,.r �_ 72a3K�e, wasNnpmo 6oaa ' 15 S IR A HUNBERGI RUBBER H05E COLLAR 9 ` I 5 G L. O.C. MAX. TO MAINTAIN TRAFFIC VISIBILITY. m GA, WIRE 4218217760 TYPICAL FINISH GRADE raxam zieaso 611 WITH 2 MULCH LAYER. u-wwto}mr�srch.com AI H O UvA-URSI 9 A CT05T P L R -- KINIKINNIC 1 A 2'-(h" O.0 " MIN. — — SIDEWALK / SEE FINISH GRAPES DETAIL Ii 7473 REGISTEREtk. OO I ARCHITECT w/ 00'' :.".II TRANSPLANT FERTILIZER 1 0 VIBURNUM DAyIDII ';F_ 9 — - DA _,. REMOVE BURLAP FROM STATE OF WASHM „ . a".MJN. .a MAX. 4' SPACING 3 GAL. 3'- ' p' - � III 7UP I/2" OF ROOTBALL. EXIST ING,-LAND5CAPE-._ ♦� 4 O M 0° 0 / W } —I m PROTECT s PRESERVE A ---- _ _ OVEREXGAVATE PLANTING PIT • 1 III __ . ° ° ° " ° � Pf,. t � r NATIVE SOIL � � I III -- o 586 •22 --------- ---- A TOPSOIL SHALL BE 1/3 COMPOST, 1/3 SAND, 1/3 ROTTED STEER MANURE Z U-) 4 •— ,f MULCH SHALL BE MEDIUM GROUND pOUGLAS FIR BARK Off¢ Q n VERIFY QUANTITY 4 SPACING -- ---- Ld U� �d Q O —o z o EXISTING TOMEEP TYPNG E III O� of cn \ Z ~O o LANDSCAPE REQUIREMENTS TREE PLANTING DETAIL 0} mm w� � � I a O� w v aQ O i (n cn L GENERAL LANDSCAPE NOTES PROJECT REF:�__. -------------.. �� �� "^ I. NO 5UBSTITI.ITION TO MATERIAL 3 I OR 51zE WITH our WRITTEN THIS PLAN SHEET REFLECTS THE CITY OF 0 APPROVAL of LANDSCAPE AUBURNS MINIMUM LANDSCAPING SHEET: 0 ARCHITECT OR CITY OF AUBURN.. REQUIREMENTS. TU SP►'k+tc6 hI _ E r ,:. � .� �UfS1EQ D!Fx. 2. GENERAL CONTRACTOR TO �� LANDSC.,APE SITE PLAN REPAIR AND REPLACE EXISTING SOB NO. 100006 O LANDSCAPE / GROUND COVER A5 Approved By: �uV� o ORTH 5CAL.I= 111 =20'-011 REQUIRED AFTER CONSTRUCTION IS STORE NUMBER: COMPLETE. Date Approved: O(7•I •o,3 LL 531 m C,RAP.PH IC O d 1 / 0 �� . J U 1 U 1 FIRST SURVI-_Y SAFEWAY. INC. STORE NO. 531 - i EA -- N . W. 1 4 , SI -CTION 18, TWP. 21 N . $ RC. 5 L , W. M . - --- - - -- - 4 I n LEGEND: A/C ASPHALTIC CONCRE7F' PAVEMENT (P) PAINTED LOCATION C.0 CONCRETE CURB PI.. PLANTINGS CR CATCH RASIN P.S. PARKING SPACE GRAPHIC SCALE C.U. CONCRETE DRIVE P&TV POWER AND TELEVISION WIRES CLAP CORRUGATED MF:TAI_ PIPE. PVC P01_YVINYI D IF. CHLORIDE PIPE J 15 30 fio 1m D 2 C.G. CONCRETE GUTTER (R) RECORD LOCATION C,R.W, CONCRETE RETAINING WALL SO STORM DRAIN PIPE ( I C.W. CONCRETE WAIK OR WALL SDMH STORM DRAIN MANHOLE _ I P D DESIGN DATA OR LOCATION SS SANITARY SEWER PIPE ( IN FEET ) y '�'!" ". P$ EC DUCTILE IRON PIPE SSCO SANITARY SEWER MANHOLE UT ,.LL�• ` ('I I L_ EC ELECTRICAL CONDUIT SSMH SANITARY SEWER MANHOLE 1 inch 30 ft, )� v { E.C.C. EXTRUDED CONCRETE CURB TC TELEPHONE CONDUIT / EHH ELECTRICAL MENT OILECON TS TELEPHONERAFSIGNAL SENTRY AQ aN sr FOC FIRE DEPARTMENT CONNECTION TSB TRAFFIC SIGNAL E30% AN T @ FH FIRE HYDRANT TV TRAFFIC SIGNAL POLE \ 1 AND SE 5 GM GAS METER TV TELEPHONE VAULT GE GAS VALVE 11P UTILITY POLE 'a { IE INVERT ELEVATION W WATER MAIN IP IRON PIPE WM4 WATER METER JB JUNCTION BOX WV WATER VALVE O/H OVT:RHE.AO WIRES ,->> TRAFFIC FLOW -- - < _.-T_ - i:. I - - - - -- - �- -T - - _F_ - --- - -- - � I VICINITY MAP I I I I I I I I N NOT TO SCALE CB (SOLID LID) I I -� T PA � FIX I SITE NOTES RIM BIDS fE 83.50 CB_ (_ / I' 2.51 IE 7230(38'N) 6' WIDE ALLEY /.11 8"PVC W C 73.D6 (8 E 50.00" -- °'DD' �I HOSE PORTIONS O TRACTS R AND 10 THROUGH I] OF RIVER VIEW { IE 79.9(12"PVC E) I TF. $2.46 I ( ) II (( ; C-2 (CENTRAL BUSINESS DISTRICI) o SSMFI -- IF. 80 4 12"PVC ,'�1 5.06 8"PVC E&W CTTP. CHANNEL i6' WIDE. ALLEY IE 73.15 B"W B H ADDITION TO AUBURN, AS PER PLAT RECORDED IN VOLUME 9 OF Pl.giti, TE 83.11 ( •'/ IE.' 7 "P{•G NW) ( ) I DEED TO CITY PER R IE ]x..30 24•S) RIN 81 21 ZONING AGENCY: PACE 90, RECORDS Or KING COUNTY AUDITOR, THE BED OF ME WHITE E 7R.54 GTR. CHANNEL I E $Q.5($"PVG $) F. 7 PVC S) /l T RF.C. ND.1039136 -TRACT V Sf.r BENCHMnRN "D": HE LB6 (36•N) CITY OF AUBURN RIDER ADJOINING AND LOTS 1 iFYIWCH R IN BLOCK 4 OF ARRAHAM'S ( ) /-\ CHISELED SOU RE AT S.E, CDR. OF E rDF B WPF R.0 PLANNING DEPARTMENT PARK, AS PER PLAT RECORDED IN VOLUME 27 DF PI ATS, PAGE 76, 5"C N,NI ,W & 8-PVC I- T T TR A ) _ CB P'I ITCH CONE. WAIL IE 12 (12"W) 25 WEST MAN STREET RECORDS OF KING COUNTY AUDITOR; _ TWO STORY STUCCO ❑l:V-82.72 IE -TEN (M'S) AUBURN, WA 9MOI-4998 TRACT T 3 1 TRACT 4 r INLET 7E 81,53 2GM F 11,61 ( ) 1:• (7,53) 931-3091 TOGETHER WITH ME VACATED ALLEYS, MIT AUBURN CITY ORDINANCE NO. TRACT 1 $203 TR AC c,B ('>rn1D LID) AR ISTIC 8 4 s N 310 1N SAID BLOCK 4, AND MAT VACATED PORTION, PER SAID ELEC RIC F. R3.00 TRIO P LF_ ) F. ($"Vk"TIT') CURRANTS: ORDINANCE NO SIN, ALL "B"E REST SOUTHEAST D LYING WITHIN SAID 1 QJ" $0 12"PVC E) �/ ;;: 4 CURRENT SETBACK REQUIREMENTS SUBJECTTHO TO SITE PLAN RENEW. RIWRVIF.W AODI n(m, AlL MORE PAROCULARIs DESCRIBES n5 FDIl.OW51 TE(8 - SERVICE"- IL $0 1(K PVC N) 1 TILE 1 " " / i $f R BAR AP CURRENT ONSTRO TI MAY DIFFER FROM THOSE IN V:FFECi DURING .f� �� . f(RA9Mk C pQ wE '�'tY•, DE9GN/f.ONSTRUCTION OF EXISTING IMPROVEMENTS. BEGINNING AT ME SOUTHEASTSO CORNER OF LOT 6 IN BLOCK 1 AL SAID TE $3.42 If. 79> 17"FIVE F. W % �/Ll C1rG� B"SO TFIL SO PARR, EREOF SOUTH Pill WEST 19.6] FEET ALONG (7.)TS IE ^� ) / ( / � :.. . :' -. 9:n S� O. �. :. � 9'a •:344. -.B{/io Rij; _ IF ($"PVG - FLOOD ZONE:: THE SEAM LINE E MOST AND TGIF NORTH OF P OF 2Np STREET -- -_ -r - .Ti - - J&•.x;.l M_-+, -{ _gg.(pyC)-_. 1H15 SITE COMMUNITY ON NATIONAL 3033 INSURANCE RAF. MAP, DATED MAY SOUTHEAST CITY TO O 1HF. MOST WESTERLY CORf4E0. @"PARCEL. 711041110031 110IB[D IN DEED AND F y , ' - - . •�: ` „ - , •_,,.�. , - --�'� - _ a� ,I 16, I. X COMMUNITY PANEL N0. E OUTSIDE F, AND IS FLOATED IN TO DIE. E P OF OFAUBURNBEGINNING: RECORDED UNDER RECORDING N0. ]BOTH BODIt AND SSMH -- - / j e [ . .1 /• •I .:. . _--r ,t _ P f ..•/' 'F ).) I\ Ire. P4 • 59AH ZDNF X. AREA DETERMINED TO BE OUTSIC£ 500-)EAR FLOOUPLAIN ITET14E CE POINT OF BEGINNING: -.-. � S / F I 2 �.5.1... ,�1aT II": 83.75 / .. . ' :: : . .. .{/1 '!]V(;--'_ C.- :_H }P, V .:-. .�.. . ; -a 'r/ (Y. i:. BEARwes: / .,", I. � - '. � � r � NIM A0.92 THENCE CONTINUING SOUTH Bfl'22'35" WEST 1J0.8t FEET ALONG SAID / C -� ,�-•{- �1'. ,,.- - ,) .. no �., 5. -_L2_ V(;._ {;. - o �, B ) NORMENG NATION NORTH TO 11*2 SOUTHWEST CORNER& LOT I IN AST BROW !; If. 77.93(GTR. HANK. GM q: $ J'.' ."y E+""�' -�- .,-�( - L - - 'f ��rw11 _ _,. - \ \\ P. '- [- 82.99"�� \ \ �){ \ ` \ ^LL/1� \ CB II[ 73,87 (�rlUSN BASED ON gNCI COUNTY DATUM 1}IE'NCL NORTH 00'x120' EAST IJ1.49 FEET ALONG THE EAST MARGIN ' �,( T „ CB�`+QL D\LID) \ $pMH-- RIM 60.45 < II[ ]3.W US NE) HOTLINENTEO CENTERLINE SF COND $LRF.Fi S.F.. BEARS SOUTH BB'22'35' BE SAID "fl" STREET SOUTHEAST' TO THE SOUTH LINE. OF TRACT 14 OF R"PVC N,W,S & 6'PVl aqV 't.,'• -d . - . - - f.. J ;.. .• TI F ; . € Cad\ \ (' T IE7,2 1� C 9E&W)\ 'F![ t�7.67 CF1 -__- RIM aLzn a F.L.G IF .9 a a WEST SAID RIWRwf.W ADDITION' _ \ \\ J RIM BOLTS u o .B 1 J Q " \ \ (_v '-' \ i; 11" VC = IL. 7.9(S/$ PVC N IC 76.9 72"PVC E L. "RE R 76.] B' rv) ''` .RIM 80.58 THENCE 50UE{I BADITION WEST 5004 fEEt ALONG Sale SOUR ImE 10 {�• $. - ] d I \ J6.9 12 PVC E2` ♦A IF ]5.4 1J )- IE %6 2 :Fjj a - IF ]8.0 OTYVER or DATUM: LHFNWE NORTH IN O ET \ 4 \ \ R ' TF. p1.$H C R IV \\y F 78.7 R,PVC PAVEMENT WOVD FGN ,{,5,. : CITY BENCHMARK NUMBER 12 A Tn IF: WEST NORTH OF 0" STREET SOUTHEAST; S. N \l S (2 �• INI -I I\ l ���� l -�F CITY BE AUBURN DATUM 20' WEST 1J1.21 FEET RHEA SAID WEST MARGIN G _ L. . JR `7 \ \ I \V WO U hN(•F. ON METq�, TPORI MONUMENT AT ME. CENTF.RINE OF SECOND STREET S.E. AND SOUTH O SAID NORTH MARGIN OF 2Np STREET SOUTHEAST. \� ('.•h 1�.,• - - TV--IE(Or VC VEZT.) - - _11 11 _- _.- ." -- SDMH 'TAL POSTS eq"1'j 7 / 7 / TD LY ` ENSIGN STREET. ELEVATION - 83,40 7HENCE SOUTH MA'T2'35' WEST 209.16 FEET ALONG SAID NORTH MARGIN - _--_. ] yyA(,9 1p If i " :'PVC N 7 _7 {� tD THE MOST EASTERLY CORNER OF PARCEL DESCRIBED Al DFFU 10 ME F� Q' F•-� r -' -" alQ(� INLF " ( ) ' ) TL $1,SQ / / / / / / ' AREA: CITY or AUBURN RECORDED UNDER RECORDING N0.7)012705%5 AND ME - O) c9_ J J _ __ _ _.,.. 2 / .�- - • r lE SJ.50 METAL FRAME - WOOD �EF DN IE 78.2 8"C NW / / / tb P.SJ 1 Iq BEGINNING OF A CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF I �J LO '$1'•WJJf' ( ) / / ,p, it AS SHOWN CONTAINS 213,82] SQ. Fr. 1%t 4,9080 ACRE$. Xi •, 1.:_. ._ •... .. .. IE 81.5 6"PVC TF 2.3 / / ETA FRA,�(E - / / / / / / �_- zgpG FEET: D- [y] 2 Ed( 1 •' " ' '` cp J/ 1 �' /1 - ( ^ � / / - y - - - - if1ENCE WESTERLY, NORTHWESTERLY AND NORTHERLY J2.11 ItiF.T ALONG ql (0 Vy..T. / L• / / \I F SAID CURVE TINE THE SOUTHWESTERLY TERLY LML CENTRAL TRIO PARCEL DESCRIBED 51 IN (� "::: • : IE A1.D€12"PV. - r- 9P. PL •I ,/y7)�('(' _�-/- _/-./- _ \_t / J- 1- , _ f %•f-,; KRIED ucruTEs. ANGLE of Asa•15 �D -, - --F y--'-/'-'+t -- 7 PI. y -- f - -' / / / N/ •• IEU UTILITIES ARE SHOWN AS INDICGTED ON HUCpi05 MAPS FURNISHED DEED TO MTTHE CITY OF AUBURN RESTNRO SO A CENTRAL O� .;4 CONE. - ' _\ / / / •) (� 1y / .`,�' BYOTNERS ANO VERIFIED WHF,Rf" POSSINLE 9Y FEATURES LOCATED IN 111f: TO ME PL \ 6 v.s. \ --- -- /- --� -/--�- `, / / P.S r /,/1r1 .�•,' FIELD WE ASSUME NO LI MERV FOR DIE ACCURACY OF THOSE RECORDS. THENCE NORM 00'21'20 Dr "- Y / / / 7/P S, / / / / / / /' + • FOR ME FINAL LOCATION pr EXISTING UDL171[S IN AREAS CRITICAL i0 TO ME SOUTH LINE OF MARGIN BE "A" S1RF.E1' SOUTHEAST; t K• - - - INEEY /J-41- / /1 /1 / S /� / / / / �(, / / / R"E.0•C. u - '.r':' FOR CONTACT CA UTILITY OWNER AC'N Y. THE NORTH Rg•p619 EASE 10R.42 FEET ALONG SAID FAST MARGIN 'NSnO - ... __ {)[i _ " - --/(-' / H _ \\' J / "r FAST 14• 1�3,7 \ TE 83.02 / - 1 l C� 114.95 FEET ALONG SAID SOUTH LINE " TIC 81,7 e)P NE, IF 8"PVC VER / /CB / / /P.S. R / / I\' / / / / / / / / / - d / C C \7 ( ( ) ( ) g / / A / / / (ETHICAL) ' 'i({ -_' •, 10 iHF. WEST LINE p- ME EAST HALT OF THpi PORTION Or SAID TRACT 1 Cld.-__,._. �yEFA' T •I �E Bp.84 \/ d / / / / 7 �I w .> UTLITY PROVIDERS: 14, LYING WEST OF SAID 'B• STREET SpUMEAST: / 74 / / I A/C PAWNEN HI a • '.R ( ` TE 83.16 / / IE/80.2($"W)/ / / / / / i IF .5 .� r 'j //\l RIM 9.51 1 THENCE N(mH OD'11'20' EAST 60.05 FEET ALONG 5g1p WEST LILT] TO \ \ I RAC { \.l -�► 8 IE 1 61 12' NE) SANITARY SEWER THE SOUTH LINE OF TRACT 13 OF SAID RIVERVEW ADDITION' 16. 81 4($ C NE) IE 80.1(8"E) 1 !.'� \E 757 (t s` 5J / CITY OF gUBURN PUBLIC NVRNS DEPARTMENT THENCE NORM AAY18'19' EAST S14 FEET ALONG SAID SOUTH LINE i0 \` \ \ $3.4e Ly \ \ \ \ \ \ \ \ \ \ \ \ / 1 1305 C STREET THE EAST LINE BE THE WEST 120.00 FEET OF SAD TRACT 13; U '� AUBURN. WA 9A001-5910 THENCE NOR'EH OP21'20'EAST 60.OS FEEL BONG SAID EAST L1WE TO If $D.6(d'C W)- { �. ,'i -- '- ��'- -"- --- -� ��_-____-per \\ \\ \ 1 '" (25J)931-JD6!1 ME SOUTH LINE DF TRACT Ix OF SAID NIWRNEW ADDITION; � •!'OF7� \ \ 412-P.S) \ \ \ \ \P.5] AO ♦ t L: I' THENCE NORM 8A'O6'1Y•EAST IRAO FEET ALONG SAID SOUTH IINE; 'In ,f^ I e NE TAR AP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ P( STORM DRAINAGE. }RFNf& HORN 00'21 x0" EAST I20.10 FEET i0 THE SOUTH UHF. DF [L arm (3 +'• CITY OF AUBURN PUBLIC WORKS DEPARTMENT TRACT 10 OF SAID RIWRWEW ADDITION; t • I l \ \ -\-7Lp v Ix.2 EgSEIAENl NPR \ \ \ \ F P (/i \ \ \ \ \ \- \_. ---I .--- _ ;(:. 13DSq STREEE ^ O 11 B!,K)z - - I L- _ _ [ THENCE NORM AB'OB'OS' EAST 4DEi.]0 FEET ALONG sA10 BW TN LINE: _ LB 1 \ \ ,\I \ \ __ _- _-"-- -- -"- - - -- AUBURN. wa 98U01-591G THENCE NORTH 00'21'2D' EAST PARALLEL VAN THE WEST LINE OF SAID )}p M)= Ew. TE $5.94 _, :A{ "' ELECTRICAL ANSF MEN ND PA `I F --^�'- $ER REBAR k CAP 3) 931 3065 II' \ W \RUC 's 2n o16 AnD�]Don�Da3P \ \ 405.30• C,/i - , -'\. --\- - . " THACt {0. 100.11 FEET TO NF: SOUTH LINE OF ME NORTH 116.00 FF.EE L'J N [[pp ..: IL$2.2(6"C E&5) .. .... ,.. .. .. ✓.A1 ( _-..� N88'0 ALSO THEspuEHDRwe ,00lo a7i ♦� CS ( - BE ANAALLEY DEEDED PoTO THE CITY OFWOMEN, NCBY v - -- - T..-. . 'a t WAFER BE 0 00 J, _ . /r'_ A/C YENENi 1 .ti, RI 80.51 ' THENCE OR 86 UNDER RECORDING NO. tG39138; (r NWDNW CITY C. AUBURN PUBLIC WORKS DEPARTMENT w rgAF{• 'pNC. Cl lltq 1�,•\ �, �� IF: 9.1 •�} L]09 C STREET THENCE NORM OF AUBURN N WA SOU FEET ALONG SAID SDUiII IINE iU T! CONE. SLAT GOM kCT08 ,I , \ AUBURN, WA 9BO01-5910 THE WEST LINE Of nU E WAY SOUTH; (/) .-x ❑LUNGE SOUTH ORTHE L EAST 4B4]J FEET ALONG SAID WEST MARGIN - - COHC'�SEpTi "' A/C PAVEMENT '+ `I R 1 ,"1 (25J) 9.J1-3085 10 ME MOST NORTHERLY CORNER OF SAID PARCEL DESCRIBED IN DEED TO Q- ` JIM1 T/,�6' 1 " �v. T \A�i \ 1 \ \ \ B'vCD S A s(4 (h/Q ( v'' I C\I \ \ \ \ _ �ft� \ fI, { POWER ME CITY OF AUBURN RECORDED UNDER RECORDING N0. AVING A R IUS IcQ S +•M� THE BEGINNING Of n CURVE CONCAVE NONTHWSSIERLY HAVING A RADIUS OF IF, 764(2'� .� ,. Yam.--"- .__\ PL ELECT9 B ENERGY I z 1 ":4 '__ ,� IE SOON f 1 v N ,i ".. �- � 2 2 20.00 FF.Ci; (� { Il r': 1 y / \ \ \ \ \ T< \ e THENCE SOUTHERLY, NORTHWESTERLY AND WESTERLY 31.OB FEET ALONG Q W ,' ' " '` :�"� •c� / / \ \ \ P .ii /-\ 1-800-A SAID CURVE AND ME NLBUMIN RECOR LINE OF SAID RECORDING NET IN ( t:; 1 - +�2 -. 10'E.CC� ".: .. .. - ✓ \ \\\, ,N _ _- _- \- \ - .. �O !1. I-B 32,-4123 ONDWG NO. I/ / h \ \ \ \ DEED TO 31 CITY OF ALBUMIN L ANSI RECORDED UNDER REC \/G/ys \ \ \ \ \ \ \ PONTOF B THROUGH A CENTRAL ANGLE (n' P9Y)2'20" TO THE TRUE K / \ \ tL r ft \ \ \\ / L J NATURAL GAS P@N OF AF.@THING; RECORDED UNDER RECORDING N). PUGET 22528 68M AVENUE SOUTH ADJUSTMENT NO SOUND ENERGY A-O 3yT,• u \" \ \ \\ \_p; \ \\ \\ \\ \ \ \ \ \ \ - _- ( •I ::•y 22828 (ALSO KNOWN AS THE NEW DESCRIPTION UNDER CITY OF AUBURN I or LINE O� VENT, WA IL1-0011, J, - ,� -\ / U 1._Bo0-321--4123LFJ On 2a010419001 ` ) `I \ CMi RETURN p 1 - - G TELEPHONE TOGETHER WITH THAT PORTION OF 'e'STRE.ET SWTHE.AST gBUi TIN;BLOCK � � Q A'f, - - - \\ Y P / ql 80.6a U.S. NEST LOA CR(IUP 1 AND FROCH 4 AS PLATTED IN SAID AORAHAMS PART ADDITION RO THE HE C ( � - - A/C PAVEMENT a / IL: 79.1 (6 E) P.O. BOX 629001 CITY OF AUEFURN. LYING NORTH DF THE NORTHERLY MARGIN OF No STREET W Z. @ / • \\ N P IE: 78.6 (4 W LITTLETON, GO W162 WA51{INfiDN SDLIIHEA51 ANO SOUTH OF HE NORTHERLY LINE OF SAID PLAT, AS VACATED PURSUANT }O ORDNANCE RECORDED UNDER RECORDING. NO GONG. C U. G 5 : \ y AD \ \ \ \ \ \ \ / BOO-528-3557 20010413001494;UA Q Q O ' / - -- y7n1ArE In THE Clrr OF AUBURN. CO(Mry OF TNJc. Surf a a .' :/ .. A\\VI < ) IONURry V A A IFM 8A 6 NET `�/ \\ / BRICK GURRM U ILL] yM 1 2 •• ��� � i Ft s1 . ^ _J _z Or S__\ _\_ _\ _ \ -\_ - \_ \ -� -\_ __ _\�71J I TITLE REPORT REFERENCE. - >411"1 -Ni v / ' ,.: . ✓ ., \ \ \ \ \ / 1 I:y SIB H - E EASEMENTS SHOWN OR `� (T F I N / Y THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, _ _ \\ FURNISHED BY rRAN$NATON nrl.f INSURANCE COMPANY,COMMITMENT NO. .., `i.•... ._ _ i \ (16 P 5.) / •' - RI Bi 83 MOTEL HEREON RELATEED FTO RYAS CONMITMENI IH f O Y NUrn k LI INII_I 6"C.R.w- �1,. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ - rq ( \ NOTE: EASEMENTS HEREON, OR RESCINDED AFTER T95 OATS ARE NOT M (I' 84,78 - .-- -. - .- -_ _ ✓ ',. 3 N SHOWN OR NOTED HEREON. LLA W {MEIN ' 'µ ASPH. CUl LINE / p T 6 OY%IST. A/C \ F I (/a�,\( M , 'I• DIMS REPORT SCHEDULED ON MAE. A/C PA VENT i Pi1' ' IRE CIRCLED ARE SHOWN ON MAY. '1" �./ •.e ei 4. EASEMENT AND ME TERMS AND CONDITIONS THEREOF: \ / / / / / / �R /"\C\ \ �\ \ \ J �• d ' n � (ME DESCRIPTION CONTAINED WFREIN IS N07 SUFFICIENT 0 / LI•: f / 1f P / : \ \ \ \ \ \ \ \ T\ a DETERMINED ITS EXACT LOCATION WITHIN THE PROPERTY HEREIN /� / /'V DF.SCRIRED). / _ tt \ \ _\ "- \. . �' \ \ _\_ \ \ \ I'L tiGN WA ` o z V / PURPOSE. LATERAL SEWER SYSTEM \ \ \ \ \ L- I P.IT \ _ _ - W17 SOWN RECORDING NO.: 2799787 �'� \ \ \ + I AREA AFFECTED: A TUITION OF SAID MtF.M151:5 a-rA � \ n *IM�IIIh CB IE 8 4.71 FIJN) C <3.8'- + v . \ \ \ 5. EASEMENT AND ME NTAINERMS AND EREN HIS CONDITIONS SUFFICIENT \ \ \ \O \1 \ \` a WAFER VAULT 1 - ` \ \ \ p"E Df \ \ \-P'S•\ \RFTIWN� RIM 81]5 _ (ME DESCRIPTION CONT41NE0 THEREN4 IS NOT SUFOCIENT t0 .TE 8 .23 \ \ \ \ \ ( MICAI� CART -- PIPE ,08 DETERMINED ITS EXACT LOCATION wIT11N 11{E PROPERTY HEgf.IN NSCMREU). C fi(8"C -.I ' i : U \ \ \ \ \ \ \ \ \ \ \ B•IP r' F. PURPOSE: IF B"IP 1 :, • \ \ ' - IiTOP BAR_- __ ._ _ - r':uV• L R PUBLIC SEWER SYSTEM " ) CBPoU1 gip}D- - RECORDING N J.5656R4 Of SAID PRF.MISF.$ 1 IF. ]6.8 02"N)__ �� SOAS EASEMENT REC. ]BOn004%--. . r m ' AREA SEFECIEb: A PORTION Z 0' � 1 - ED, NEBA k _ / IE 766 (12" S) O .,e )• O EASEMENL grv0 THE TERMS AND CONDITIONS THEREIN: F- } \ \ \E -- VI PURPOSE.: TRAFFIC CONERIXLER CABINET Z O \yf 7 \ \ AREA AFFECTED: A NATION OF SAID PREMISES ry ml )% \I RETURN �//\ \ \ (q\..p.4)\ \ \ _ PI. g1fl11 Illlt UNIT 9 RECORDING NO.: ]]Oi]/OS%9 U) Q \ \ \ \ \ \ CB SIGN ]S("/ 'rI< O EASEMENT AND THE TERMS AND CONNTIONS MENEN: IF BOA(fl" w)._ _'Pl-BEAEOR % 8 (4"W) _ ''# SYSTEM ll \ 3' ] 6 4 E) PURPOSE': GAS PIPELINE OR PIPELINES Z I48 5 W. F:) BUILDING CANOPY •1� RECYIRDING NO.: ]90)1CgA56 �- 1 `r - - - I AREA DINO NO.: 1 PORTION OF Salp PRf MUSES I L y z O EASFMEN I' AND THE TERMS AND CONU SONS THEREOF: ,vl L/IG \ \ IE )],b (6�SE)) + RM ]9A5 rv: I +1 u PURPOSE: UNDERGROUND ELCCURC SYSTEM f-�11 \ If ]]J 'NW) SER AIN " `_i ! ' AREA AFFECTED: A PORTION OF SAID PREMISESLin n _• g _ _�L_ - IF ]]J(A_F.) RECORDING NO.: 7812010IN C E}F .at�I'UUP 1311 •- - (^• •!�. �Y� AN APPARENT DUPLICATE BE SAID EASEMENT WAS RECORDED UNDER ,. .- _ A/C 1>AVF.MENi . . ALL 1TYI� ' 1°..' L-1-U RECORDING NO. 7 9 0116 0%3R. ( �B. EASEMENT AND NE TERMS AND CONDITIONS THEREOF: 'I j •: I \ \ C 1. ,SR .•-'- O SS PURPOSE: UNDERGROUND COMMUNICATONS Ill >•.' q 1 N A C 1 L 11 9J PL (h: \ \ \ 0 COLUMN 1 r '.. RW SEMI 81A] SYSTEM \ \ \ \ Bp34 IE 7538 AREA AFFECTED: A PORTION OF SAID PRFMCS Ts8 '\ I I I SET�xEr kcnP i j., ;i I \ C, Tw w 7 . ,: ]9,214UR02 r:] •J \ \ \ \ n"9 (6"F) 1 _ CANOPY FTYR) )¢� _° 7.. -1 RECORDING NO L- • 1]. 1]'79 ((J)5) - 0^ / J o 1•I �> �•+ 10. EASEMENT AND THE TERMS AND CONDITIONS HEREOF: l/) \/ R}'P "{LP .ii.,' - -.•. T. �. PURPOSE: UNDERGROUND COW GROUND l \�V II yp " • -e Jr bd> < < • SYSTEM, WITH AB(1W GROUND N W/WOOp FENCE y. \ \ \ _P.S. \ `l.. CESSEOH�- .,$Y' R' n u m O CABINETS FOR TELEPHONE A/C PAWN / O \ ENTRY -ram. \ k' AREA AFFECTED: A PORTION OF SAE IMMISES ' J a. Z \ \ \ �• Iti `^' RECORDING NO.: RYJ2DID65fl O Er \ \ \ I1.�/\ > / /f /, ' • 3 ■ �'- z ' . , ,3 v _ - -a (•Ey IE B].]0 _ OICI ` _ 'Q' 1 II. ALL COWNANTS, CONDITIONS. RESTRICDONS, RESERVATIONS, ly� / > (P .. IL"3• IF. %9A5 Ll1�IWrf/ .:C.]' •/% /f_1 J/ 3,( N - z EASEMENTS OR OMER SERVITUDES, IF ANY. DISCLOSED BY LOT LINE v n - CB TYPE. I / n j- o �- U t _ •' ._� T 1 ADJUSTMENT RECORDED UNDER RECORDING NO, 200104T9001707' V 7 ,.. TEmB4.42 . .. J - }..yw.. 8 -k),bL O $6H. GUi LINE - A/C PAWAIENT '.o._ N^ ry / ( '- - IF BTA2 dt - -----pr -..-- - p " "' rD F:%IST. A/C -O(%Sl • 1 RIGHTS ON BENEFITS, IF ANY, WHICH MAT'BE DISCLOSED BY THE 11 7 4 (L Hl Z • n --- - --- - --- ._ W \ 7� �P '" P , e 50.00' SQ.QQ RECORDED DESCRIBED SN SCBIDUDUIfFEACiMf.LAND OUTSIpI NE " F c� AJ3RAMA 'PAR <M Epi 5! - '�■rI q' s cD II I rnr)orv-I as O .' 'MR P O,n -b • t 51 �' CL11ME IIOPY 1 'C.H 3:96 (�1'r S) -' R ORDNANCE RECORDED UNDER (_) O • LI _ iE A5.7 ( 2-C...) I 1 v'' PI. I Q I CaRi `\) \ _ \ \ (//'. F _ �' : - . TERMS AND CONDITIONS OR VACATION (n - ,v , • - . . .I� e'.' w 170P "PvC.1 IPE=7AaB - - - - - RE'I`RN 1 RI_Uk 12�\ PAGE B6 \ \^ O,} {> - `-'r /-i,. r - D D TO C TY P R ) -,:- RECORDING No. 2Do1w1 ia94. N TIC �^ - C) R R s -� ) \ \ 6TPoR �'- :.._�" R C. N0.7 0418 31 !• DBD 300 �- { 65L� r • . /q\ [� - 1 {_ �--.),,.- L-I-1' DA')- -). C9 TYPE I \ \ \ (B \ - \ `� AN ♦)RAIN R 11 AGREEMENT AND THE TERMS AND CONDITIONS HEREIN: (7 d N -- - - /-\ I \ � -_ -- -a TE.ez.4e _ - t-f- ''\7 / nrxlvAlvY'. v .2�1. _ IpI p L/,�L cN V) ./ ( - - �� _ - IE-78.P t1"N� CA TYPE "w A C Pn.• .. 1E-8029 :: `P1, - a PL \ \��-'-(8-ALSO G LS✓� / QQ I• .' .(. ..' 7J1.1Q ' � ("i \l`7i II ' L .., MM eLlI4 ' RECORDED: SE T MBER 13, 1002 (1/ � O , N -_ 8 UMH 7 -78, ITS >£=83.0 I 3. \ U \ Y U O �. V IIII I[ B03 (4' SE RECORDING NO,; - ""�� q - •' (.) II ByB2 __ Epp, IF. 79, 9 8 ) / <> CB 7YbE I `� r .! I REGARDING: RELEASE. OF DAMAGE L _ _,}65MP 1E••]4J4 9'E) �)r - iE=B 38 > \ \ \ \ \\ \\(i )� I`6, y- TSP 14. AGREEMENT AND THE TERMS AMC CONDITIONS THEREOF: L_ _- z N SSMH o m R:cor+H 6 f -lE=&8 ---I-I " GO RIM IE es.2D ^ / T.A .Ni A C PAWMENT "( � H-= \ A 5" REC. N0. >7N4ID5]B / �♦ INFRTRATION iRENGN(D)- h=A4,J4 .. •.' 73 B"NW) (� (8"PVC CN OF .•. - IE=]ee {--• - A;EC.D\ \ CCE n5E-- �'- ,. n, 1 •` - N, Ni, . . SDMH�61 ]&9D Y bY' 1 ///�/•y/Py,/ - HANNEI. NO FLOW) .. I ff 10 �r' 1 1 P.S.) I• I I 1 I 1 TI.O (i$71(tntr� C PA (TYPO 9 3. 4 IJOIN( O I (,INNING' -1'Sol /i%// LI- I RF.CORDEU: pPRIL 25, XEI _ 1 I I p I I POW N 9121 OB - AIR k WATER S _ ,' HM RECORDING NO.: 20(1f 0425001x52 a- ,• " 50 H I � I, I[ ]9,2 6" W) O ,• REGARDING: TRAFFIC MITIGATION r -• / i TE PNDN7AE EA66EEMMEryqT I S H ( 4 PL _I�b ._) .. 336.81 /�-� 4) SDMH , yX�(`2p RED, N0. A5D2b]0698 F'1 ° 4 = STOP 1%. ANY RESTRICTIONS ON TIE USE W Tiff LAND RESULTING FROM TIE L_W 3 RIM 85,58 '.r tt� ° O p 1 pI ._ IE 78.06 JB_ I 1 1 .'i - _ _ _ R�- IE %B.efl II ` \ ( ) L-!- + t "" -PI _ 1 RIM BI,23 RIGHTS OF IHE. PUBLIC OR RIPARIAN OWNERS TO USE. ANY PORTION 'f7 _ J. - .�-. -P_. . _. -. .. - -- --- - - _ I la _..a+w_- rl ELL_ .I__ _ _ >. . -SDMH g PL -1'E, RI A0.6 IE BD.3 4 N) WHICH IS NOW, OR HAS BEEN. COVERED BY WATER _ (10'PVC 5) A _�--_ iSfl fU bVl LPL - 'W_.. -_-... - -,-, 'R - 10:b�VA F.W • '• 1 If 9.HIT RIM B 73 IE ]BJ 6 NF) A PAWNENT - O __ rMR lN.- 1'H _ - - - -J�BFf IB ]x. B (GTR. C ) (( /N - - ..•, I K __ - - T ._. 2 �(•,--- :4,W 'H"- ( IE ]9J (B $) _ 18. PRIVATE EASEMENTS RIGHTS IF ANY, OF ADJACENT OWNERS OVER < ;:-�•• 'fL'Y.`. : " 6 " W) VACATE STREETS ANY ALLEYS UNBETE CESSATION COMMON LAW, PRIV P� X ,�, AI. MII . , [.,.:,_ ,+ .,,_'$•LM" • ' 1 C1. ;-(4) VINI ,' ,I] In(:H IN LF F ]]� 3(12 E '�N ST, S.E. EASEMENT RIGHTS MAY PERSIST DESPITE CESSATION Df TOR 2) W >•.7"• ' :(?..:�. GD, /dE(r . O e�NO 1 , '-NIS'P 4KWG o --:, O 6W; a ' 'ili ' "1P(P) -`�' -- ,C...,.- I , PAVHI , SI'Af.NS SIGN-- n !F V 2iY(BW) EASEMENT TIT: I) NON-USER STATUTE, SHOW 36.A].090; OR 2) Rr =91'5A 45 COATI)! It C.11 �- H4 1> fL. Alll.i SIGN NWV FEN _ VACATION A I O • - -.. wUIJg o LAGN IN LE All O .•N __ _ - _- - -__ _ O =201oa I:4N CI{ D cT 1D IQ CITY PTR--_. - _.N,S.___ _�- lZ:y,( <1 �. _ _ - ._ �,.M • _- "�- - N8B'2x'35"E - --- _ - U <M RE LE 5E Or PUBLIC INTEREST. N =32.11• FD.�Ap _a-- -_'P.W '> -"" _ w - i RRAL RFA - �-�- •F M GUM SSMH - - F 1 R to 7701270575 - _ - etB1 - - CERTIFICATION:CERTIFY MIS FIRST R "' /� l0 WV'S --fB1,Y9- _. - -• �OOUBLE YELLOW IJNF_��pn .ENT._- "". -__ - i?YB9(W ---A7 -_ ON V 1 73.D1 4 '-" )- SURVEYOR'STHASV WY MADE UNDER MY .THERVI ON D. k ENi LY SHOWS THE RELATION1 OF 1 C PnWMMi � - 7 2'PUN HEU RIM _ _ B -/ BR`SBS DSN IE _ -_ 0 a .- - �---•L�j3r'E� ,•!'" PAVEMENT A4 N III • , - IE 1 8 B'Nw) INDIICAIED HEREODINGS AND N nND STRU CTURES CC[BE ANE Np THE TTOFNCR0APERTY 0HMEN f5 TKES Or HE FEE f _ _ " 3 OVERLAPS ONTO ADJOINING PROPERTY COVERED BY MIS Si OR OF IE 70, AS.59)) 3B-Pv0----"Q11 N -_ --. " .* I _ �.r,T -. _ - :.I ,.� CIW,:^ f p -T E h T9P MET BENCHMARK "A' ADdONJNO BUILOINCSMULDINOS UP STRUCTURES STRLOCATED i(IRE;S ONTO$A DNUNDNOR F.%CS.rLOaCfIMF:N1 OF' �^ IF. JA.%4 ��A - (U/&} _ - - --'v-" "' •- --' - - - UELLfR FFOTE SHOWN, NOTED AND DESCRIBED ON THE SURVEY. P-TWT EM (0 1 _ .. w :C,A.." .j Pk v.\W'1)• -YVY : - r .. �e' ,.,_.v._ .. FIEV 83.96 d t�S( .. '/' \' I i0P BOLT o IH 1ORaNT B 2.09 0) 'CW __..y1, . . �- 1.: INC {E /l T�\,I T Ir IF- r ( \ - DVOWi YO n CR > (FU111. Of�IB U:� JFFFREY J. MCMANUa P.LS. NO 7 .-.J .� _. __I,"Pit.. - _ _ _.+ li 5 CN.)� el / V I� L L .J , I- . OP W EL. MFES /1 WE)) RIM IE 91(6 T ..280 2 Z ( ) VAULT RIM IF I (1) 1C WORD rt z LI_ z"E ^ [/J _ •./ f. CB ' ,•Zi [�,�\,� THE MOW CFRnFICATE IS RAISED UPON WORK PREPARED IN ACCORDANCE DID C C `-'irRiRe Signal Vault - RIM 8099 .3f II T$ CB ] I 0714I GENERALLY ACCEPTED EXPRESSED SURVEY PRACTICE. WF. MAKE NU -7 -SDMH RIM 9.6 UI IE B.4((8 N� W., k+ OCHER WARRANTY. EIRH('R FNPftF SSED (m IMPIJEO. RIM OF PI , IE N 2 (e S) u .O l� TOP M PIPE 90.27 (8'Pvl: rv) 50.00' 1 %9,B (R"w� , (( ) O TSp .r IE 79.77(8'HW S) SEE BENCHMARK "C RIM IF. 6"f: .. , - Q IO ^ r -- - -" {1��IE 79.67(10"PVC EASW) R/li Sf IN4 OSUI 01• UlN1Y POLE I RIM $403 ) IF, %P.2 4' NE raver AT ry E SIDE r- IF 71,6 ((8"W) IF. OP.J B"S� ¢ _b ACB T N.F8S79 GO (n IF 76.A(cN. cgnN) � 5OG 50.00' -_-^ ��� U. M drawn by checked by + E 89300'IY) - SSMH F F WA / O Cl RIM 84.%.S ^ I REEN&I6 R° NW) 4H4,o bMAJ KJY cale date Jim IE flt5(B'E) 1E 73, (GTR CHAT) O N IF 79A8(A'PVC N) (( <(/ v ,, G rn [T] 74.za a" w) z� 1"=30' 3-14-02 T 4x! I sr p95 It i!j bb PP. 3 Elf Ju - L 2002017.01 N=� AI.LNNO - ENCORES 4/16/ J D_ , - --- a U:\98325\xsUR.dwg ehnot 9f 1