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HomeMy WebLinkAbout02D1705 0 LO C\11 O Irma / A 1 I L.--) / 0 _ '\ - o o ii! 1 ..) 1 i 1 ( i ' T 1-7 , EE T y \,, I //' ) lip 1 I i(6 r t� ! ,�A, 1 ,,, 17 A 1\ ? r IP �\ ,t tld,�i 11 — E .-, 9 At /111 4111.111111111 A OF -SE POR , 1 /4 , SE 1 /4 , SEC. TWN. 21N, RANGE 5K, W. M. OWNER : ENGINEER/ SURVEYOR DAWSON SERVICES, INC. 0 GENERAL CONSTRUCTION NOTES DALEY-MORROW-POBLETE, INC. A726UBURN, AUBURN WAY NORTH SW 300thTAUBURN, WASHINGT❑N 980021276 PL • 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE HONE: (253) 333-2200 CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. CONTACT PERSON: MEL DALEY or BEN ANSTEY FEDERAL WAY, < . WA . 98 028 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE PHONE NO . (206) 7 4 216 DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONTACT PERSON: CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED UM. LEGAL DESCRIPTION OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. PARCEL A, KING COUNTY SHORT PLAT NUMBER 674113, RECORDED UNDER RECORDING NUMBER 7409130450, IN KING COUNTY, WASHINGTON, BEING A 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF ; N 8/-1-1,, �� N PORTION OF LOT 17, BLOCK 1, C.D. HILLMAN'S AUBURNDALE ADDITI❑N TO CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND ON4(46ZS �,% o SEATTLE, DIV. No. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY � Alb. N. _� N 13 ❑F PLATS, PAGE 62, KING COUNTY, WASHINGT❑N, OF THE APPROVED DEVELOPMENT PLANS. J � !, e.t.R \-EP N�� S 312th ST 4. A PRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO z o 1► v WO tN2 ` SE 312t31 Pi SE 313�h= 3,3t1 PL ANY ON-SITE WORK FOR ALL PUBLIC FACILITY EXTENSION �� ,> ��` �� ci b ,n °/ PROJECTS. �'� '`� �� sE 3,s„$7 [ PARCEL No. € al n x 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. / •. x - t_13�stn sr IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR E. o UNDERGROUND FACILITIES OR UTILI-IIES IS GOVERNED BY THE 33940-0085-06 t 3 PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 0 SF 3t ST PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL ,_ �� _ Q_ s SITE 3�=h CALL ONE-CALL (1-800-424-5555) FOR UTILITY IOCATIONS w ,l' SITE ADDRESS SE ^ 320th ST (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, N d o TELEPHONE AND TELEVISION). coo 31702 112th AVE. S.E., AUBURN, WA 98092 o a � � �� � � I6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL Z = o LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS V o Ln sE 32 RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD C N `r' N BENCHMARK o 0 - J e\' CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND J o CITY OF AUBURN BENCHMARK 5-Q, ���6�r SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED Cfi cc- BY LAW AND REGULATIONnUj Q ot -J ' MONUMENT AT THE INTERSECTION OF 110th AVE, S.E. & W c S.E. 320th ST. VICINITY MAP 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF o 0 DATUM: CITY OF AUBURN (NGVD 29) (HE TRAVELING PUBLIC ON THIS PROJEC I SHALL BE THE SOLE cL COW 2NI Q Q o Oil D,4TUtil ELEVATION: 344.48 N.T.S. RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND o EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE 0 a- a CO 0 1 N CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE o CO LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY I oz < z NI SITE BENCHMARK SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR Q o = Q z I Ii I NEGLIGENCE CONNECTED WITH THEM. Q ro NORTH RIM MON. CASE AT INTX, Of S.E. 316th PL. & W 112th AVE. S.E. 1 I I I �II I VI u ,i; I I I" I DATUM: CITY OF AUBURN (NGVD 29) f-i , I N 1 ELEVATION: 376,12 TRACT B Zg RCYAL HILLS I III IF 4', ` (H3 � 1es/a°-ee Ij_spi1.71 1 ➢• I 29 30 1 I n W i ""`i-^+-...ice; .. �.� _�__ 1- ��r�f 1 \ 3� 48 I a9 H III Rm�1;�� I `fit __- _ -- mow N \` �, . - ..- -,._ - - - ._ _ _ - -- m�l___ Ul\ _ � Ili i TABLE OF CONTENTS J~ � W M f pI ,00' @BN7li F !®AeY136 .. .�.::-. - .., _.�._..__ 'r. Qp I_ 4l' tl aQ .- .._z °0'maw as, - ,, - - uo ,�, s .-. 11 I 1 q - ""'7''''''''7.,.,r -. , - .w: a ram., n SHEET NO. TITLE —_ 1 1 9 '_ I , 1 :j ' 1 \d. PARCEL 1 N..T A. Ali' I _ 1 ryy- i 4i, 2 4 si 1 <'�I TRACT ..81 OF 7 7 A;;;/AL:14r:411 >— COVER SHEET I s e � -- � �� UW8; �,� r 2 OF 7 EXISTING CONDITIONS, T.E.S.C.. AND DEMOLITION PLAN ,„,,�, �� - T�-�3� eon I _44' r� -- -�-- I W 4 3 OF 7 GRADING AND STORM PLAN , E•-• i f 'Po RFbf �,� W N N �� TR STER `y� J O O�, 4 OF 7k 2 1 µ' PARCEL 8S,�NAL ��v m O UTILITY PLAN J ACT oI - g K.C.S.P. 871113 i PJ� 7aos13o•so1 •a �,6z !°° ,OF 7 PROILES I �PS�P�,'� I O >-a)Q �, 1� i rExPiREs JANUARY 9 2004 CI_ Q LL W Q I Z I I I I PLO dal I 1 6 OF 7 DETAILS AND STORM PROFILE 1 I z 0 _o i �zN 7 OF 7 STREET TREE AND LIGHTING PLAN I I QC m N W- - — UNDBRt3ROt PIPS LOCATION BASED ON SURFACE FEATURES.ACTUALcrDDI I i -- --- --- I LOCATION MAY VARY. 0 Qr`, I CONFIRM TN..AT T753 LOCATIONS,BL8YATIONS,DEPTHS,,AND AS.�,T M La Q ro SITE PLAN C011 MENT; REFLECTING MATERIALS ACTUALLY USED AUR O la CONSTRUCTION.ACCURATELY REFLECTS XJSTINO FIELD CX NOTTIQNS AS J N o SCALE: 1" = 100' DETER?rI12J1y� ,I ,�¢ MY DIRECT SUPERVISION ON THIS j (:9iQ Q Ci � Lo Q Z a O L z o RECORD DRAWING CERTIFICATION PROJECT REF: FAC# 01-0012 THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION 6'Z �O\ W BY: DATE: REQUIREMENTS. W 1 IL &dee I , TITLE/POSITION: APPROVED BY: �- 0 N CONFIRMED BY CITY DATE: I DATE APPROVED: 7 29/o/ • 1 .., _, „,,,,_ ,.... Gvia 02,. 0170 ' I I o CV , � I I (NI I 1 H H z 1 � { I CATCH BASIN Q C) w 0 } RIM=380.1(SOLID LID) 0 co al Z in O in ! - IE=375.8(12 CPEP E`.)� 1 t I s IE=375.8(12" CPEP W) 1 C Q w < o p 13O 4/W _ _ 30' R/ SSMH. 612-79 I W I 1 W J (D z w J � J z RIM=378.6 STORM MANHOLE 0 I I I " I 368I2 8" CPEP E & W RIM=383,3 CATCH BASIN ,\ I a .�. , ( ) STORM MANHOLE _ IE=380,3 12" CPEP N �- I i '• ST•"M MANHOLE IE=380.3 12" CPEP E IE=380.2 12" CPEP N I 2 Crp O _ I � ` RIM=380.2 I ,� Wr . I ,,, IE=370.5(12" CPEP N 12CPEPS IE=380.112" CPEP SSTORM MHOLE +� RIM=380,1 -{ LL_S !! L: IE 73.4 12 ,CPEP N „ I ROYAL A G� - 88 SSMH 612-80 25' R/W_ 5' R/W_ 4 SSMH; 612-82 w IE=370,4 15" CPEP Ni '/ A. 'F ,,\IES1 .1\9 P "`CPEP S -_ TR ACT B 2g VOL- 1 86/8 I RIM=401.4 it SRM MANHOLE IE=4029(8 CPEP N,E & W) I I 1IE389,3(8 CPEP N,E &W) RIM 404.5 ., IE=400.1 18" CPEP E) 0 r) c.o IE=370,4 15" CPEP S; - ,�`•1 ,' . I � \ \ -- I CATCH BASINMANHOLE } _ = I Ili / 30 = W) STORM RIM 402,7 IE 98.1 12" CPEP E 0' R W II IE 400 " CPEP W N \ I RIM=382.7 g CATC BASIN 'v. 4 I 2 _ i I - - n / RIM=384.5 2 3 ,t:,L: IE=396.1 12" CPEP N IE=197,9(12" CPEP W) g e T z II } _� v _----__ :, IE=380.3(12" CPEP N) _ IE=380.1 12" CPEP E) RI 396.8 l 1 IE=395.8 12" CPEP E I l' I +; © O 1--1 01 dliik • I L E✓ I = 80. 2 CPEP - !� ., E 3 0�1 k> } yy) IE 391.3 12 PEP E � } `'at\;`� IE 395J 12" CPEP �-g CAT H BASIN • � ;% • I ,l + , � Q p � _v, - - :,, -._ , '. ,- - --- __ ----. IE------((12 PEP W� k, �`,' IE=398,9 L2„'CPP SW 31 j - ;CATCH BASI I Z.�<..-.- -- .__. _ --- __ - y-- --- -- - / „r � � RIM 411.E r �- STORM MANHOLE Q � � ti } •N RtM 3.75.7 , ... I , . ® - _,.. CA �_ ,_` •. � ;. _.__ `___ ,,_ --.____ _ . - - -, - --- ,'�s, N. IE 398 3 6" CRP NE) IE 4 6.9 12" CPEP E `. ,y" �� I -413.8 w . to - IE 371.4.12 EFL. N. : } _ �- /'` } IE- 7.0 12" CPEP % \ - .. --� - -'--,-_ __-_ I �, ,.� s, `�� _ -- - ,� ,a IE-400.6 12 CPEP S � Q }} �. �. ._ IE=400.6 18" CPEP _ ..I371612 CR 'W c� t �: w • i -= a- } ( )) S#.T::CON TYP'.' : ;,- _ }- -- ( W) • • p ,r. .. .... - ..f•`CIS'.-VIT,1-.. !"[\ll�. 5m... - _ / ,: -. .,.. , :. -.... -.. .. - dr, .. > , _,. _._..- _...-..._ : C;. • • cv:.. . Rl�+l- 5� -.. .. . VC SS'. ,S, �_. � / :rc r. ._.- __------� - � n �. IE 367.2 8 CPEP: PEP N'. si W • " z., : ' 1144- � PVC.:_ SS.' . :� � , R ... - . ._ • ;. _.. . lEWriAl ) a041 8 PVC S _ L , ny Inu• -I _ _ I } � z _ w z o I 'ir -- -- { . W �-- ,�► -- _ � , . .._. _ \ _,,_-- ,. � REtdt7VE EX. t I- „� ,. rat `asta, � --- - ------- -_ _ .___ __----' __ � r ._...� _ _-- -: ., � i • � • 8 D.I. -.? �, P PM - -- �= ' � � ,iii_,.� - gyp•% ,.. . 1�1 ,: .. � � - �� .... -. � pit •!a'» _�, �■ �'•'�e'�f _ ®,..� -..�� . . = v`►. .=. ►"T" ,_-.: �.- :..ram`•.-w:,• - -- I �- II I ; �- \ PROVIt CATCH.BASIN PROTECTION \ -: ,. ~ , N Q J o ,r } f. 1MovE EX -- ` PER STD. DE�ANI, DEY-8 TYf' • N , r I . \ : \ W 9 �7 I TO REMOVED >O Z o I PWR , I.', y METERS "� � ,a'. - ' BASIN OROPOSED LOT,LINE 1 t CATCH BASIN ;! I ro t- - r0 IU I. SEi UTIL r-, EX. TREE MAY REM,4IN T ► LI#�TS ti �� RiM CATCH RIM-375.3 { ( •) IE=370.2 15" CPEP N GPM------- FOR DISPOSITION WATER i' Ii; JtNftS DN? wRESSN'dN IF (TYP.) `" \, ' LU QI: i/ IE=409,6 12" CPEP N W II I �,. :, �: = LNG z, IE-370.4 12" CPEP E SSE. `' X:GAS CE O FF=385,1 BSI rJ I 1 't © CT DOES 'NOT O UR \ 2 : " 1 r • �t 'a IE=409.6�12" CPEP NE) = r7 I Q IE=370.1 15" CPEP S �( '' RE-R0U1 D BY G "• �'�` EXPRpGti ! I .. MATH CO NNSTRUCTI N :111...;f1.\.,ill -t1 i W N J IE=373,4 4 PVC S) i <`- +t :---I • 2,'1 / / ,i ,. I I PROPOSED N�.r � fN )4 G o P !`\ Ll.L 1 / \ CA METER „ , , CCII , OFL PO .� S 1 I�REMOYE EX. FENCE` 50'x �` 1' CONSTRUC �\ vim;. Q• I Td eE '� -3s CEL d. \ 1t TRACT B 0 >-�QTI{k�l I ( • • b \ 0 P R ENTR PER (STY ::ue I Wt ry f HEAT `� a Q L� Q I - ., \ `. _ AUBURN TD. DTL,, -'5 I tf f. �� PUM 9 n C>. I I Q. ...I #: �' 0 5 ,q• 1 QO z ril ? ; �I > 0 :a PWR METER FF=386.3in \ �� 1 t. `z4,; -} !, _O REMOVE ROCKERY ; __. fl lj Z v,. ii5tz 6 \ ,�' Ls. , � I i, N I : I 1 FF=377.8 G = i < r W I TREESMAY 4 s ` ` ;-�' .'�qh :� ?j f N I XJi ��N F=38 ASV T ILDERS I' • 1 .: ID LL1 F 60' �- I REMOVE EX. Or�N'NC. ��S i 1 L�.<� \CI-H ER R Y. I OVS P�� zo I' * ~ON IF - ., - - I I a ANC PVMT. W/IN N ""' Q I , , o � i�>•t p �oo�CPo _ �, COLIC WOT \ ; - - - r7 RIiI PROPOSED LOT 1 o 1 �_z p 31 02-112th Ave Si' EX\SS N Xw I I , : 1 co \ w� SILT ONTRC . FEN{ TYP. tr v II I N Q co , H '_' i ivrni NTW ) 1 � � � l(� 3 0 R ';R W j /.� I PER TY OF AUN3URNTD. gib, `. �. I ,N I }" m -o III 3 +f R • 1 1 -6 `z l + VE EX COTTA W CLEARING T5 '\ 1�r1 r; i III J I o CONCRETE I V l DTL ro ('M') W/iN D LOT 3c' EX.'TREE MAY. REMAIN AT i .I' o. `..� o I PROPOSED LOT LU'PNE D$ RE ON F I i, 1 0 z a!II 1e r :. OCCUR } r I PROPOSED R/W ` FEN` I " -0. I I (TYF¢.) I CON CT DOES NOT j:' o RELOCATE ���• I } 4 0 L.,.,._,_.-.41;-____ i_AL. _ AP' .\ .4‘. 4, A.„' 6,-:--- A. 4%-abl\ -10:- -A-A- PROP N WITH cosTRuc naN r IIIII. .VII ' i . '4.11F- ' „, , \ \ . ; ' -, ,, .. ., #0, I } EX. 'TREE MAY REMAIN AT c J P ;, - I: ! rn BUILDERS DN IF ; 1 z z Q� CONFLICT DOES NOT OCCUR o �� , 0 i mac,. 0 MATH CONSTRUCTION P � EL B s \,, +� 1 I I O O P A R C �; i, ,.> 1 a �C (A *-• I- I '' I �����\ S P 6� 41 35 0 $, I TRACT „ A„ ;. PROF X Q I , \ O\ REC No �4O91 364 l ix 1 (DETENTION POND) P I P 4 II ���'�� 1 CULVERT -\ I // IE=368.79 (15" CPEP) O - 0 I 1G, -�\ Q\ 1 O CULVERT I 1 P STORM MANHOLE I 3 RIM=409,9 IE=362.89 (18" CONC) CULVERT I �i /IE=402.6 12" CPEP N) IE=365.71 (18" CONC) EROSION CONTROL NOTES: __IE=402,4C12" CPEP SE) I I !-- I CATCH BASIN j CULVERT A. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION I RIM=409.4 IE=366.24 (12" CONC) OR DETENTION, SEDIMENTATION AND EROSION CONTROL �� \� IE=405.1 (12" CPEP SE) 1 I _ - _ _ FACILITIES MUST BE CONSTRUCTED AND IN OPERATION, I - PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION \ ACTIVITIES, TO INSURE THAT SEDIMENT-LADEN WATER AND I ! I CULVERT STORM DRAINAGE RUNOFF DOES NOT IMPACT THE I IE=366.50 (12" CONC) LEGEND: ADJACENT PROPERTIES OR THE NATURAL DRAINAGE WAYS. B. THE DETENTION, SEDIMENTATION (RETENTION IF I I EXISTING PROPOSED INFILTRATION SYSTEM IS USED) AND EROSION CONTROL I I I a a SILT FENCE FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE ® CATCH BASIN I 1O STORM MANHOLE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET �I' ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND YARD DRAIN EROSION CONTROL FACILITIES MAY BE REQUIRED AS I I O SANITARY SEWER MANHOLE SITUATIONS WARRANT DURING CONSTRUCTION. THE = IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND 21 -0- UTILITY POLE ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE wI o J-BOX RESPONSITILITY OF THE PERMITTEE. STREET LIGHT i I FIRE HYDRANT C. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS IA WATER VALVE USED) CONTROL POND SHALL REMAIN IN PLACE UNTIL THE I I PERMANENT STORM SYSTEM IS IN PLACE AND GRAPHIC SCALE ® WATER METER OPERATIONAL.GV 30 0 15 30 60 N GAS VALVE STREET SIGN D. THE TEMPORARY EROSION CONTROL FACILITIES, _ELMAIL BOX INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN ( IN FEET ) PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED 1 inch = 30 ft. . ., HANDICAP RAMP AND APPROVAL HAS BEEN RECEIVED FROM THE CITY, EDGE OF PAVEMENT VERTICAL CURB E. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE • POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON "` ROLLED CURB -----'="---- ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE Y. WIRE FENCE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE; CHAINLINK FENCE ROCKERY FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE CGL AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED CONCRETE FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN CONIFEROUS TREE TO REMAIN 10 DAYS. RECORD DRAWING CERTIFICATION PROJECT REF: FAC# 01-0012 N;, FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR � DECIDUOUS TREE TO REMAIN SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE 0\- CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF 6.Z�D1 SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER AUBURN'S ENGINEERING DIVISION GP I- CONIFEROUS TREE TO BE REMOVED THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO BY: DATE: REQUIREMENTS. W ' REMAIN UNWORKED FOR MORE THAN 24 HOURS AND W � : DECIDUOUS TREE TO BE REMOVED EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEEET TITLE/POSITION: APPROVED BY: Ss^ I THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DAYS N SHALL BE STABILIZED IMMEDIATELY, CONFIRMED BY CITY DATE: DATE APPROVED: `7/28/6/ NCB Z k /'mrs-Aft 4•0' I I I ,_ �iN.i 100 I Q w i I I 'CNI I I M v, I 51-00 I I I I o 0 ) I .'j i • I I I o0 iCATCH I I I o I I l� O N }, • • I BASIN .--. g 2 I ! II I . : I IRlnn_380.1(SOi In Lln) in #., IE=375.8 12' CPEP E I 101 00 I I J CV O I }-:II,z .. 1 / IE=375.8�12" CPEP W I •I zI I 1 to CO Qr O I . '130 R/W 30' ,R;/ J SS H# 612 79 / w t GRIND AND OVERLAY I I I LL1 J J I I' I ,j; S?ORM MANHOLE I ( r--- PAVEMENT 1915 RiMl=�78.6 n i II I.- RlM=383.3 CATCH BASIN I �\ h I} , IE=36 2(8" CPEP E & W) '"' _ 11 \ sToRMNHo[E RIM=380.2 1 LIE=3R0.3 10" CPEP rS I Cj ! AND PATCH X ( n. Q co I- ( RIM=382.7 I I I I z it U) o �` f S M MAEHOLE�.,e.'• ) _ CPEPT/ 8 ".1�12 CPEP /7 AL H LLS ,WQ CATCH BASIN MA ^� STORM MANHOLE STORM J `` I 25' R 25_' R 7W 1 RIM am a SSMH 612 82 IL OO /, IE 73.4 12"�CPEP #)v� \ ' ,, " 1 I R Y n S��i SS 612-8C _ RIM=44449Nit'S•3'9 I �y MH V1G RIM=375,7 \ I ;i I I O `fi _ IE-399.5 12"CPEP N I I RIM=413.5. I 1 ( a IE=370.4 15' CPEP N ..: .;.- \IE= /T�9 12- T' EF' E ACT B G V 1 g / 389 = 1 • ( HO ) ST0 M MA HOLE r: IE=402.9(8" CPEP N,E & W jl I 'i / 1E-a . (18" C �)) Z O IE=370.5 15 CPEP E • OVER OWLS NOP PE :C1- Y , 0 TR I I RIM 401.4\ � R N 1 04 8 CPEP 1 IE- 3(8" CPEP N,E &W) it 1"} STORM MAN LE^��° /RIM1994780..491.5 ) 00,1 PEPIE=370.4 15" CPEP S1 - , -I -% I -,a;. I `- I ' CATCH BASIN I >�1STORM MANHOLE (� { RIM=4L12.7 / IE= 12 CPEP E 30' R/W 1 30' IE=400.0�12" CPEP W) W CVI R1M-382.7 I 2 CATC BASIN"` 3 ,-- t IE-396.112" CPEP N) / IE= ((12" CPEP W) _ NEW IE=488 (12 PVC SW) z II I - RIM384.� ±. �-•" ! - CPEP F_ /// _ 405.9q 0 O .0 ' ... S- �"! - }:' --- -- 0 lE=380.3(12" CPEP N)\ / 1 I =M380.1 12" CPEP E) I - RIM=396.8 , ( __95.8712" �� ; . 4 • 9 IE-391.3 12" PEP E ;;` ' , IE-395.7 12" CPEP VJ CAT IH BASIN t g _ .} .--_ , -; ___--M„- .�'�'-, / IE-380.0�12" CPEP W) I IE=391.2 12" PEP W ` 'fi` `? } I r = 89(12" GPP SW3 / 3� RIM H, B - f \ STORM MANHOLE O v - � _CATCH BASIN ;, /. ,. ^,. . ._.- - - --©. L - '�• I I ,\�. � \ �4E=398-3(fi" CPP NE) iE=4 6.y CPEP E �<< yk �, �'�`� RIM=413.8 � w NI • } - PEP c I RtM=375.7 1. L h - Ifppi E=400.6 12 CPEP `.� IE- 7.d�12" C W) 1 IE=371.4`12" • ER N. } - - - - •- - CPEP W -� .. _- r ;:. ) • "�; {� . . / IE-400.6�18" �l C/7 t 371.6 12 CP • 51 �v \{� c0 3z_ p c • •• \ II ] /4t : - - I : i cv RIM-375:8. _ �, r uuuu -. 11 :< - I Q 0 - r= 7.2f8 •C: J `Al)- E,! C� - f /J • • • i • 1 J Its _ • • i _ PV \ f t t,a " "C • ...`.1.:-, .''z,.-=..f._-_---.-. , ,, [...(-�_. -.- • -�_'©•� - '- ..�. \.- - � - ��if1 �^{ 1 (,. ..., -.' ., �.t�. .- I •, '. f _ _ (. ..' 1 ...I � •�� • • (//,� qO11 ``\ `� - ..• .: : O. � i ---- ' ;. .. -• �` ,I. T -_•_. � - �. • I � -I .. ...�.� .. � ._I:J'. - '� • I 1 j f -- - J v _:--,Ji _ \, ., --___-_ iL,... �, -r- -- _ ; :- :, �tl. �a C•�► •• ► O. J. .. i7: 1-'..•.:'---4-8:tr,tiltiL-717:'.1.--8: 1 Y I" 1 • C1E' �iJ -_/�� 0 1. --- .Ott. 1n• •:.- • 7 I1 i' ta, -\ , _ es, ist ile 75 { I. 1 /r �' �� #" may. O • 4 Mtn 0 60' ; i N APB'? EL g.. • I . I ! / _. - - - - - - - - - - - - - - - - - �i 11� a 1t°�, I._ I . T a / C I > 9 s`' 1 i ,f , • - • -~ _,: \ ( PWR METER IN I j` CATCH BASIN Z M ! I no • 'i ADS t OWNSPOUTTA 3 -- i� } I . i _ C CATCH BASIN I- l i 2 s< --- \ _I _ •�' `�, "� q _II ;•- ' RIM=412.7 _ , ,,/////iiiii/// ////////// PROVIDE R• ` ERY I , UMPW_ TEENo. 7CBNo1TETI I j •j d' IE 409.E 12" CPEP NRiM=375 3 I I I I i. / I10 I • • f fl lr )) _IE=370.2 15", CPEP N I GPM` • I I I' AS NE, SSARY ,\ I IE=409.6�12" CPEP NE) rO i FF=385.1 ! C c?i R{#11= 410.211t, _IE=370.4 12 CPEP E� I i I L r / t�S �N 1 �n I I UTIL, E I,E, 405,2t I E. 409. =1 • } , J ti' ` , GR 41223•. L 1E-370.1 i 5" CPEP SJ ; . i... .' . .,fI ) \ 10PU$lIC11E. 6 }�-- Q 346 sDEAD EPYD SIGN vs. • // //////// /////////// p t I BS$L (1 Ir.�__f�, IC��! I 8 r { v >> .c ! {# I o ? GAS METER i I IITRACT B x .{Y , 4W. t 4 I - 5 R/W DEDICATION '� R\\- 1 15±�ai I�I i FF 43�. I_ I;.. . ~• i. qC t` -! I � I I • � ' HEAT \ 19367 f '.i �, I ` a,400 s.f. � P '�` \ I i � ADSDOWNSPOUT 1 ,: t�` ESM�� (TYP.) I i � -t. �I r O'i tQ � Q f9,175, f. 400 s.f. STA. 205+44.93, 58 LT fi I I a- 11 ,¢-q--t t3C 4 1 TEE No GCB No.' 9, J tY s 1 i PUMPp , n _ I I I 8' ( I I I SUMP W/ t TYPE I \ I ? I c)1 _____...] 1 _ I m I+ } L I - I - 6 I Q q� ► • 1 ii 70 FF-395t 1 I �_. 8,4 s.f. RIM_ 4b .2 :y RIM- 408 2st.48 I I f }:• O l j 6r '� r FF=379± ( / PWR METER L I c' FF=399± LE,- 3971:5f = : S$L I E. 40 f I. ADS DOWNSPOU I / FF-377 R NJ B I^ 6 I 5 2f I I .o 1 8,400 s.f. kr S -�� ADS DO UT q� `� lol FF=403± ICI " O L_ I i } I Ir m Cr I W f1 ; ! r i " I SUMP W/ TE No, 1 I / �� ' FF=386.0 :FADS DOWNSP I 7 '� t - I O SUMP TEE No. 2 I - `t ¢ - - - � I" • Cr Q �I _ N RIM- 375t v / I / / 6 SUMP W TES 13 I }I I rr =4u9t # ^ ::}: m rD I ///// / N / I3 ill - - r0 I I.E.= 370 t �C� I O RIM- 385.b� .4t7 9titDS DOWNSPOUT I I - 9"0 I i t►- RIM= 4fi2 D �'SUMP W/ TEE No. 4 I I v ' I 1 -1 i I� I � I « rd ! I II / I.E. 381 a,614 s.f. \, LE.= 387E ADS DWNSPOUT' I 0, I I I �' R{M= 395t.26 --_(�� � I• N .� 1 j , t } i i I '/ , _ �,, ,_ I = SUMP VV TEE Noy 5 ' } (. ' N 0 0 y, I . iik-:-...,... . AP AREA �Is; I ��I E .rr.,391�f Rom- 3 ET9.t w SOD LANDSCAPE / ,. I 3 FF=391± € F, 12 PVC i A4S DOWNSPOUT j �; �0 R�W 3I i." i '..i I �• , .4OD AiDIPREFARE " , i • An! I LE. 39$.4f 5+3.30.® 2.0795 SUMP W/ 1' No. 8 CB Nam€$ l�Ctt6ERY;` E OMMENDATIONS --III I E 10' PRV'T °. RI I_ 407,8* 1 i 1 i • o ,,' L. I , I e; 1 r I L. I I s•• 1 I I LEE- 404.5$ I _ W V11,Q I. C I RIM= 373.7 3�4.84 FDRN'G ESMT' II ;i I I I Q0 Z II 1 €{ I I.E.= 374.E. ( � I 1 I I ;I` 1 PRV'T I 6,12d s.f.' I i O o4'! .o ! I o- -7 - - - ,, j' I-_ Z L I I \ � I I I, DRN'I; ESMT. I. I ! I T r • I _ ! • 1F 1 PVC I" -�Q• - I FF-415± 1 I '! i • • } • ! = o t 5.97 G.83• �� '1 PVC ti.67 59. 1.2 12 -i v 60.62'' - - STA. 205+49.9�44 .! S } }i I �. :•=1 .$g 1411.,F 12" PVC`'.0 6.38% 0 + -7_ . _� -- - - - - - �q g L° C _ f - - - - - - - - - P� V I C8 Nio. 10, TYKE f+ - I 1 6 6.5'` 4 841 -�� -- - - - - - - - �I o RIM 407. 1 . b.3 PVC �X ' i�'�, �' ,14 2 PVC � \'.I t ;� �" I 110' • o. r�1 - - p •, GB No. 1, T-YPE 11, 48d`' �` 7M- - --�- - 60' 60' t I i I I.E.= ' o I `y 30' • -1 Y t . �Y SfiA. 48+37'02, 24.44 'RT.= _ - ._. , p ..- >, '` 4 i- STA.' 203+64.82 4+24.93 I - - '. I �`� I t: r STA. 200+2443 , . . 630' STA.',20 5.'� " n N 1 o . ` ' I,\ ; I`; ( \,, C$ No. �5; TYPE I LCB No 6, TYPE I'`I 14LF 12 ;PVC I �ti� ��" �' rn }. ! GR. EL= 3�3:1 L3'73.2� STA. 202+14.93 vTA. 203+04.93 \ {{ RIM 393E ,6 I 48#C}0 tl 1'`: I I I.E.='':389.Q#,41.0.1S) C$ No. 3 TYPE 1 No. 4, TYPE I RIM= 395.4 .cs +I'I► » ! I RIM= 3134t343S. 25 R{M= 390E O' I.E.= 3 31.61 I.E,= 392.4t «, o � = ... 1 ` i� t I; (MATCH CROWN OE EX. PIPE) I E 387t .� M '" ,( ii - . .: -"F - - -- __t_g 361 94 (E) I.E.- 3811 �aO.as _ =Pv�Ci „ B No. f ��� c� STA. 205+44.93 -` CB 8, TYPE I } I C E L STA. 204+84.93 \X� I J I (� F' A� RIM= 407f,S1 • I. .• i 1 a. - 1 CB No. 7, TYPE I ( ) r fit' i TR ,A C T " A,'' I X! 1 tiv I.E.= 494f9n3.Ibw � � \ I- 1 U I\ S � rj 41 450 F2Ifd= 499 401.05 g03.26(E) 98�1 00 ''I 01 E 9 5,y I^ I (1-,l--rrntmir\nl r��n1rm\ VW u () ! I t l}, �,� K • C ^ n 30 LG. ID7.�TL.yd(E) I `IJL I LIV 1IVIV I- L/lVL.,J R NO / ) 1 I 1I \� , E C. 346.8 S(w LL , � • •11 I• � �' 1 T- i4:;::... I I �(\ G v. ,I I I i' . • I I cuLVER r c�• K, 0 WHEEL CHAIR RAMP (ALTERNATE) PER CITY OF AUBURN STD. DTL. I if:: I i i"t=368.79 (i 5" CPEP) �\ STSW-'�• I • I t . I / \ I I t ,.r G',-� ! I I 1 I. , CULVERT I k. ! I �9 CD SIDEWALK PER CITY OF AUBURN STD. DTL. STSW-2. I I RIM=409.9 STORM MANHOLE ' ,, .:. �' it=402.6 1 �rtr 1v IE=362.89 (18" CONS) , !#.:"":; I ! CULVERT SAWCUT EX. PAVEMENT PER CITY OF AUBURN STANDARDS. EX. I ) / I ;: I 47 -"Q0. 't}:':� � ,CIE=365.71 (18" CONC) IE=4d24 12" CPEP SE t. __ PAVEMENT SHALL BE DISPOSED OF BY CONTRACTOR IN AN 1 \CATCH BASIN ACCEPTAR LOCATION. I Lam= IE=405.1 (12" CPEP SE) V.RIM=409.4 - �r CULVERT i IL. 11', ��- IE-366.24 (12" CONC) I NI II Fib j I - - - e RESIDENTIAL DRIVEWAY PER CITY OF AUBURN STD. DTL, , I I I SIDW-1 A. i - r1� i K%. iFOOTING DRAIN (T ) 1 I t-Ii I I cell CULVERT ROOF YP, ( \ 1 I i j4 - (12" CONC) � � 24"�► ADS PIPE (SEE DTL. SHT. 6) I I I I 0 PROVIDE PERMANENT BARRIER AND TYPE iii BARRICADE PER CITY I I 1 OF AUBURN STD. DTL. STBA-1 LEGEND: I 0 RELOCATE EX. SIGN. I I AI EXISTING PROPOSED I I I RELOCATE EX. MAILBOX. )i �1 © CATCH BASIN CB TYPE II I �N -.��' 1 of I n STORM MANHOLEEXISTING RIM SHALL BE ADJUSTED TO NEW GRADE AS NECESSARY i CB TYPE I J 00 YARD DRAIN 0ADS DOWNSPOUT INSTALL CBU PER POSTMASTER SPECIFICATIONS ��/r�rfi � 46 lei i t I 0 SANITARY SEWER MANHOLE SUMP W/ TEE ZT UUTILITY POLE ' WATER A.IETCDI i 0 . I ILI I i r OLE :. YY r'„�i Li k IA J-BOX SS CLLANOU 1 GRAPHIC SCALE Ado R �,. 1325 0. STREET LIGHT 30 0 15 30 60 FGISTER 34 ti 1 I I 1 1 '3%Na. LNG HYDRANT FIRE HYDRANT I N WATER VALVE ( IN FELT `EXPIRES JANUARY 9y 21)(14 ® WATER METER EXCAVATION QUANTITIES: 1 inch = 30 ft. Gv GAS VALVE NCUT= 560 c.u. yd. IR 1(MfRO[1 LOCATIONaRAMl+1 � SIGNSTREET FILL= 560 c.u. yd. LOCATION War VARY o MAIL BOX B A L.= 0 c.y. yd. 'I CAR�ltii iiM THAT 1��8 I'OCA11L?N3.1�i.EYAT1d( i�'"',U A A !! T • ALLY U�t?Lei HANDICAP RAMPL..���,pj,$CTQ+�I,4ATERIALSA�I%: R ION. RATELY MIMS ) t0pl 117i AS CONST_-• EDGE OF PAVEMENT MY DIRECT g��i dt� VERTICAL CURB MAVit E�ATR: ROLLED CURB ,. WIRE FENCE NOTE: WIRE INK FENCE RECORD DRAWING CERTIFICATION PROJECT REF: FACE 01-0012 ALL CATCH BASINS SHALL HAVE SOLID LOCKING LIDS r�___I ROCKERY 1. CATCH BASINS JVL L V IIYV __ _ _ _ ,L{ KVLKtKY I IVI L.-3 nT1.,JCO IVI CC Jr Cn11-1rn II CONCRETE VIVLLJJ V II ILL\tY1JL JrLV1I ILv. I THESE DRAWINGS CONFORM TO THE II.1EJt rLAIVJ ARt ArPROVEO FOR i CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF '8.0\ f I-' • CONIFEROUS TREE I BY: DATE: REQU REMENTSINEERING DIVISION �P b- i , DECIDUOUS TREE II I LE%F'OSI I ION: - APPROVED BY: dj6zSea G� 0.) N = CONFIRMED BY CITY DATE: I DATE APPROVED: 7 / jn/ OL` .,,; ,�nj e c 1 J '111 I (.. 1 I , I I IIII o- �Irj 2 CNI I ro 51-00 I I I I i I o CO I I I I Z I CATCH BASIN 0 RIM=380.1(SOLID LID) IE=375.8(12 CPEP E) Q co Ld N IE=375.8(12" CPEP W 10" 00 0 i. 1 wl I ( o 0 +30 R/Vi� • 3Q4 SSMH# 612-79 I l.LI I zCD I RIM=378.6 STORM MANHOLE I (� GRIND AND OVERLAY -I IE 368 2(8" CPEP E & W) STORM MANHOLE RIM=383.3 CATCH BASIN \ I PAVEMENT I N- .J IE=380.3 12, CPEP N I V < RIM=380.2 RIM=382.7 W Iq m �- 1 a \\ IE=380.3 12" CPEP E STOfdM MANHOLE ( ) IE=380.2 12" CPEP N Ili SAWCUT 1 o I cs IE=370.5 12" CPEP N ; W STORM MANHOLE GRIM=380.1 IE=380.2 12" CPEP S IE=380.1((12" CPEP S� AND PATCH x I (� p O H `-S Q ' CATCH BASIN w RIM=375.7 I '\IE 73.4(12' CPEP N „ >> ROYAL 88 25' R W 5' R W RIM=402.4 SSMH 612-82 STORM MANHOLE CO Iri "' O IE=370.4 15" CPEP N IE- 71.9 12" EP E T g i 2 g 84- SSMH; 612-80 IE-370.5 15" CPEP E • •OVER OV ,SYNNDPPE TO TR AC VOL. 1 86 I RIM=401.4 IE=399.5(12"CPEP N) RIM=413.�. RIM=41i.0 Ar3.39 0 O STORM MANHOLE IE=370.4 15 CPEP S /, I ,' ( I I IE=389.3(8" CPEP N,E &W) IE=402.9(8" CPEP N,E & W) I I j IE=404.8 12" CPEP N) Z \ CATCH BASIN �I. STORM MANHOLE RIM 404.5 . „ _ Z �r li _ I` _. STORM MANHOLE I _ j RIM=402.7 IE= 98.1 12" CPEP E NEW 1t-= 4 LLS 8 PVC S) 0 J LLI •o. O -- g n RIM=382.7 g CATCH BASIN i• )) , 30 R/W 30' I IE=400.0 12" CPEP W) a { - ----- IE 380. 2 CPEP 2 _ 3 IE= 7 (( 2 CPEP 3cNI # '( _ O 3(1 N) EI380.4 12" CPEP E) RI -396.8 • '` 1 „ = E� g f;. " j = z II { _r� - IE-380.0((12" CPEP W IE-391.3 12 PEP E _ L�8 i `I O a W IE 395.8 12" CPEP I b CATCH BAS1N - - ) IE=391.2 12 PEP W I IE-395.7 12" CPEP W CAT H BASIN , : i Q O S Z 9 91 - { / _o , IE=398.9 12" CPP SW3 3 O cv RIM=375,7 I -O- - _ RIM 411.6 0 D _ - - - A IE=398.3 6 CPP NE) IE=4 6.9 12" CPEP E II STORM MANHOLE 0 ro W IE=371.402„ EP N } � I 1 ,_< \ RIM=413.8 w IE=.371.6 12 CR W ,: ,,: ---'.. ,_ . _.r __:_..-. ". �----- I E= 7.051 P ) } cv - l 2 CEP W) /f, ;.,% _ irk -- ----- - IE-400.6 12" CPEP S CO '- -�i -fiat 6(18 CPEP W) •• � • `;�• r^ -- 1- .. -. , :, ._.- .-. -' ., yam=- ,:. .. .. - .:: -. R M 5.8 -- .�F:-- � - ,. ,: fit, E. 8 P ;` I I : ., E 7 2 8 GP€P Al _•.& W • «. cv( ) e p� t.• - I I�4 • W -1 L E•A • -, < �•- r - .-_. p __ :- + _. ..�--�-8 PVC:SScv c. 1 - - -It owe.o } N. - Mang ell k.i....S.xelifr- AERIE MINI MEIN Ilk ''Ir. , vc 60 I - - - - - 60 65' 60 3/4 SI E MI W/ 1 - - - - - �� - ..i } w W CATCH BA 1 { t , EX. WM TO SERVE PWR METERS SERVICE NE (TYP.) PER :, - " - - - - - - - _ /.'. i`/ f II• to } F I RIM-375.3 I! tl' • PROPOSED LOT 1. EX. STA. - r� t f CATCH BASIN CO IE=370.2 15" CPEP N ,� GPM • { 99+88.16, 11.1 f RT. IE=370.4 12" CPEP E I ```'; HOUSE (LOT 2) TO HAVE I O z C.O.A.. . . S r. DTL. WASM-1. SS C.O. (TYP.) R C.O.A. ■ ; ` // RIM=412.7 0 (� FF 385.1 \N r' STD. DTL. SSCO-1. 1- $ TAPPING SLEEVE .E.=.^�� i $ I :(�„J QI : J IE=409.6 12" CPEP N) N IE=370.1 15" CPEP S > X '� I A NEW WM & SERVICE I 060PGE I u� 13 4" DUAL YIlM W/ 1"e► I W/ GATE VALVE t t- IE=409.6�12" CPEP NE) N CD IE=373.4 4" PVC s) i I t } I LINE INSTALLED. GP 0 ER VICE LINE (TYP.) PER I I 1- THRUST BLOCK , } I I Q Cr i ;# I \ �/ /�l�f�/����/�/� - I DEAD END SIGN .a Q�``4.. r`� C.O.A. STD DTL WASM 3 I >- { O _ GAS METER � „ I 1 Z ro fE: 9: d {if I t „ I N { i t L A I 8 Q I ' { TRACT >> O �, z F I HEAT PARCE .a lzl ,I i B I Q 49 (30 �, i} � •J r) IC2172(2 PUMP �s.- 2 - - _ IP, . 33 • • I II in I N 1 ti } gt.. 1 PWR METER 1 �} 'I II N CV �{ `{ '• I 10' PUBLIC UTI FF=377.8 LNG '- -- ---•- ' _,.....] Io lb o I �' iii o Z 1 (} } 1 I ESMT. (TYP.) C��o�SE / I I� Id o �� 7 o •• 1 { m ao� •I - 0 t I ,r , I 90> I',- 9a I '` - - Q o t , ,I `- Ij t # I 315' R W D �ICATION < l ', 'Igi LL N �< rrJi 3 - ■ 3 ( SOD LANDSCAPE AREA .F r� t } d z ° i1 I INSTALL SOD AND I PREPARE SOIL co = I 10' PUBLICI t 1 } MEW MH 612-85 0 m�'`� v I �1 PER NURSERY RE OMMENDATIONS `•., ( > C �� . , UTIL. t I ///�// D P ES I - ---I 1 STA. 98+90.27 18.60 LT. L Q CO ro t I i DRN'G ESMT. I ESMT. ( II 04 0 i I t I �` I I �) I 15' PRV'T 1 I #�l; 4t�-9#(413 ) Q o �oo ti - - I I ---- CO�° I---- I ao I ' _ 1 • III ., I E (OUT)= 403.46a. (,� N u- t •l t - I- - - - - - - I DRNG ESMT. 9 cc, /I } ; 403.94 MN N b W • z t 110E1,4 Mkt 1114 t 43t_02 q.54' O tr '� 9-7:... - - . .. -- -- ANT ESMT I _ -.. STA 98+35�1 5 29 LT r h ® " 6 0_ 1 r Q ;I ,: 60' 7HYDR BLIC FIRE t 1- 8x8x8" TEE (FLxMJ) _ i I F a = 630' 60_ _ 90, r 1 _ 60 _ _ 1 THRUST BLOCK 48-0:� t' \l '\ 36.09 r -2 6 ..ILF ••." D.I. ^ ti STA. 98+3 , 31' LT. • • # °. f1 L_ I V \O 1- F.H.F H PER C.O.0 0 A STD STA. 98+33 04, $2T LT �,� t' I_ I P E L B 1- TEMP. THRUST BLOCK (. o m DTL. WAFH-1. 1- CAP • „�►'m p N , o I- I \�O \O P A R C a a. N U • • 1 , • • ���� C- S P 6741 450 TRACT " A>> •Q -J - i 1 i \ K 4091 3O 98 �oo Q z (DETENTION POND) o o.7 Q t, REC Nam' �� �`' �, I, Ld I CULVERT I 1. IE=368.79 (15" CPEP) - O . f 1 �O t • ( P IE=362.89 (18"CULVERT I STORM MANHOLE RIM=409.9 CULVERT IIE=402.6 12" CPEP N)) 47-00 j1 - IE=365.71 (18" CONC) �I`IE=402.6(14 CPEP SE) I i • - •t' - I. CULVERT t, I CATCH BASIN - - --it::: IE=366.24 (12" CONC) RIM=409.4 IE=405.1 (12" CPEP SE) ,: - - _ _ UTILITY CROSSING TABLE UTILITY CROSSING TABLE I> I tf I I STORM OVER SAN. SEWER" "WATER OVER SAN. SEWER" ill • 11 1 CULVERT :0 EX. 12" STORM I.E.= 372.27 3 EX. 8" WATER I.E.= 373.0 t; IE=366.50 (12" CONC) I. PROP. 6" SEWER CR.= 368.79 PROP. 6" SEWER CR.= 368.59 NOTE: - I I "STORM OVER SAN. SEWER" "WATER OVER SAN. SEWER" I I 6 EX. 12" STORM I.E.= 376.81 3 EX. 8" WATER I.E.= 377.0 LEGEND: SIDE SEWER PERMITS MUST BE ISSUED PRIOR TO PROP. 6" SEWER CR.= 371.86 PROP. 6" SEWER CR.= 371.66 CONNECTION OF THE SIDE SEWERS TO THE HOMES. EXISTING PROPOSED I 4 "STORM OVER SAN. SEWER" "WATER OVER SAN. SEWER" III CATCH BASIN �� CB TYPE II I I el) EX. 12" STORM I.E.= 386.66 $D EX. 8" WATER I.E.= 388.0 © STORM MANHOLE 1 PROP. 6" SEWER CR.= 382.02 PROP. 6" SEWER CR.= 381.82 D CB TYPE I o YARD DRAIN , "STORMSEWER" SANITARY SEWER MANHOLE SUMPDW/ TEE `� L.II OVER SAN. WATER OVER SAN. SEWER / TEE �J46}00i ErsEX. 12" STORM I.E.= 390.08 �1 EX. 8" WATER I.E.= 392.0 UTILITY POLE WATER METER '4i ° Wq:14:31 f• r li IPROP. 6" SEWER CR.= 385.25 PROP. 6" SEMER CR.= 385.05 ® -Box • SS CLEANOUT �''I� //?` ;,fe '" " " " GRAPHIC SCALE STREET LIGHT ,j / „.", ' 'STORM OVER SAN. SEWER WATER OVER SAN. SEWER 30 0 15 30 60 ( / �,EX. 12" STORM I.E.= 392.77 " FIRE HYDRANT EX. 8 WATER I.E.= 395.0 .0 13258PROP. 6" SEWER CR.= 387.87 � PROP. 6" SEWER CR.= 387.67 Da WATER VALVE �� n'FGISTER �`s'4( IN FEET ) W WATER METERSsjALE� ' "STORM OVER SAN. SEWER" "WATER OVER SAN. SEWER" 1 inch = 30 ft. DI GAS VALVE EXPIRES JANUARY 9, 211Q4 113 EX. 12" STORM I.E.= 398.18 nEX. 8" WATER I.E.= 402.0 STREET SIGN PROP. 6" SEWER CR.= 393.24 PROP. 6" SEWER CR.= 393.04 I MAIL BOX UNDERGROUND PIPE LOCATION BASED ONSt1RFACE FEATURES.ACTUAL "STORM OVER SAN. SEWER" "WATER OVER SAN. SEWER" "._fl HANDICAP RAMP LOCATldONMAYVAkY. � '. EDGE O F PAVEMENT 1 C01 m THAT T`�E LOCATIONS,B�.B 'ID „DEPTHS, ASE URZ EX. 12" STORM I.E.= 398.59 EX. 8" WATER I.E.= 404.0 PROP. 6" SEWER CR.= 395.78 PROP. 6" SEWER CR.= 395.58 __-- -_.,_.. VERTICAL CURB CC MIIEN SRE:'LECTIR!Gh�b L4 ACTUALLY USED DURtNO "WATER OVER STORM" "WATER OVER SAN. SEWER" ROLLED CURB CONS"lliih"TiON,ACCURATELY REFLECTS EXISTII�(i)�ffii,p(7nNAg OE7'Er.M1N ,1 UNDER MY DIRECT SUPERVISION ON THIS H EX. 12" STORM CR.= 400.97 WIRE FENCE DATE- "WATER r Q fp EX. 8 WATER= 408.0 CHAINL_INK FENCE PROP. WATER I.E.= 409.0± PROP. SAN. SEWER I.E.=403.65 C ROCKERY "WATER OVER STORM" CONCRETE RECORD DRAWING CERTIFICATION PROJECT REF: FACE 01-0012 03 PROP. STORM CR.= 406.76 CONIFEROUS TREE THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR PROP. WATER I.E.= 409.0f ; !\i� CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF $.01 NOTE: SAN. SIDE SEWER STUB NOTE: WATER MAIN INVERT !- DECIDUOUS TREE AUBURN'S ENGINEERING DIVISIONCl 6-2 ELEVATIONS ARE BASED ON A ELEVATIONS ARE BASED ON 4' yh� BY: DATE: REQUIREMENTS. F- 2% SLOPE FROM THE MAIN OF COVER. TITLE POSITION: �LINE. j . APPROVED BY: i).42,6 __,..1.1eg, I CONFIRMED BY CITY DATE: i.... - DATE APPROVED: CO V' 6 H o w L , IN! W N ___, M N 0 O co Z Q W O GRAPHIC SCALE CO o 0 o 0 30 0 15 30 60 CA I w oo J z UQI� co Q ( IN FEET ) o �9 W 1 inch = 30 ft. W o Z J '' o LL o W I" GRAPHIC SCALE I _ �0 { N; O•cO:-1 co Iv (n V�/ U I tla, rnD cn 30 inimiiiiiiiii0 15 30 60 a w <( N Z1‘1:-.-, Q p 0 0 w ,O • non S Q Z `' �� D I may ( IN FEET ) Q !f .1 ' m �� 1 inch = 30 ft. W z I - p z N co 00+91 LO m ,, w �, WEBSTER II II II wWw N I _ VOL PLACE o00 �, o 6 z f �� jai { ( 'co" 1 65/4_ 0 c� �mmm_ � II II II II ‹� o �� ,� 68 47' '\ I i • \�. "1 24 24 oo n z a I I 'f c Ir N cn o� j n m T , o �� � N(P rri�1 I �� ACT 'g ' I I z 32 1. ;' II tl I 1 ZJ 31 C- 1 iJ ;`I000 1' I }r �,` CO co X ur -:ram- • i} O Z -+-t.:_' +++w.rrw..e � : I - - - - - L t� -� / / j °'' JJ It \\j `� • N } E ❑ c` �..�_� - -:0:.' ���.` -..-: "�:. -:a. ::-:. -".r. . -�. ..._. _ �{7..:a J/ � r. b�:,ALJt W ......._�- M Z • I ---- .�-. • I I C7 ( of ,, , _... • • W Z • w W LQGAL REBID • 1 - • ! - 'I o GPM,. C (� GP 0 Li ' A z M Q H MINOR ARTEftI J • I. AL W lyNN � - I ..._..._ems .'..----.._._.._.__.._ .: ---- � �:.I: - -.: ..-. � `- .--: _.: �� �' _�.�.� Z I J OO i •I c� �, f a I z o Z • I •-j J o 0 1 - 1 - .; CO X Er- -{ l r o o •• O Q -- = - - ,. w. I I� W Q A,, I - as Q -I mm_ i, Y� a L >II K • cn - W i, D 0II Fri n ',, -I ! II II II p I l� S fl.l. I Q z D Z j oo�_ r [ Ili _,i �+�II I �_-� - --- -- -� �p n o o, o 0 o P - - ti- 1 r*t Z (� H m.mN� 'Jl - - - -- - _ .. .� __ ._..... .. _ - - Cep o Jn 1 mr���� 7°�'� C C S - - - t rP r 5 i°i I ^N Z �� z Z Z I rots.) z • �: I I�� � II II �� ,�,o tv � - - ...�. '• �� • � � -.L�� s0 � co cc W m o ,: I I'' 881. (� o .. �-I" 115���_ �� � {, j, jj�'J�--m CE Q�]M -0-0 °-��� mmm m - n - � - - - - - '- I \ .I�' 'I �V'J w COQM mz 28' 28' core = mZ m m m \ �5 . I- �. ; _73,04,. QZ-1--, o � v 1- CA w r m C> II r D 2 X { +i+. H. I - o,, X7 y' In 0 C W r Zll pi -' m Z OC O \ I \I W + 3'' m N N W N N v 8189Otr-L vno m °' r<i I ° rn II r rnm S mm ° ° rnm cow AMPU RIM �� o � � � U � + � z�mo� \• . I _ � � .- � 'mI�iz m J a VOL. 1 JO/41 -43 w J co I IS)) _ o c mom ' I --- 24.5 j '���_ Q IIIo I N N cn IUi mZp W Dp oO I cn I mzo� m Q zIL c� c� °o 3 �on n 1- -I I { I I • / O o z ;� z- c oN�O7rn7 -P I ill' Ii'., I _ Jc 0 :0 0 07 -in � ' I i!I' I! ( • 0 > ii IT1 y I 1(I it m _ STA. 99+63, 24.47' LT. -111 o-la I f{ f: .n+ { c'J.>' z CB No. 11- TYPE I o - - - "'#•!: ` .I iii o O N ' - o EX. STORM MANHOLE K X m • 6 ".I ; A 111,1"�� ,, o GR.= 412.2-3.2? RIM- 414.00 �{13.3�1 m D 0 { ® ' t , !� (NI NEW MH #612-85 I.E.= 409 z`��.I� m ? �I �C, STA. 98+92.1$, 18.60' LT. I.E.- 404.8 (12" CPEP N) _ w RIM= 412.95 - " J z z EX. CB I.E.= 400.1 (18" CPEP E) C RiM= 412.7- w I.E. (OUT)= 403.45 I.E.= 400.0 (12" CPEP W) Z I.E.= 409.E 12" CPEP N,NE) (12" `� �� . �� o ( NEW I E.= 494-8 PVC SW} J N 40S-69 2� o 420 ->- --0-it - _.-- - -- - - -� - _ 420 �p�``� Z z'`) PROPOSED R/W CENTERLINE a P X m I z Q rn EX. CENTERLINE z rn w a rn EX STORM MANHOLE { Ooo z R/W GRADE O II RIM= 413.8 EX. CB IiNsi.;(I) I w 1- I.E.= 400.E (12" CPEP S) RIM 375 LE 400.6 (18 CPEP W) 38 -..---- - ------.-._ _____..1.--------- " I.E.= 370 2 (15 CPEP N) EX. SSMH 0 CB No. 1, TYPE II- 4$ I I I I STA. 48+37.02, 24.44' RT.= I.E.= 370.4 (12" CPEP N) I RIM= 375.8 j EX. GRADE 3' RT. C)! CL R/W_____ _ I -_ STA. 200+24.43_ i EX. CENTERLINE I.E.= 370.1 (15" CPEP S) I I.E.= 367.2 (8" CPEP N',E,W) (SA dCUT LINE) ,T , Z•'"cr 4J5% I - PROP. FLOWINE/ w h� I� N STA. 100+00= STA. 6+60.03 I G. EL.= 373.1sL 333.aL� R/W GRADE j I.E.IE = 373.4 (4" PVC S) > I I CL INTX. S.E. 316th PL. LE.= 369&t 369.+1��1J,S) il (WEST SIDE OF j I _ i 114th AVE. $.E. 'r? I II & 114th AVE S.E. ! (MATCH GROWN OF EX. PIPE) bq } (E IZ''P�C 410 { j f� I{ I j 410 - _- I 8" D.I. WATERLINE ( I II %I'll STA. 991+88.16, 11.1'f RT. ; _� II II STA. 0+00= STA. 50+00I IICLINTX. 112thAVE. S.E.STA. 98+3 .p4, 8.27 LT. STA 98+35.52, 28' LT. 1- 8" TAPPING SLEEVE ( Irj II ;i 1- CAP 1- h.H. PER C.O.A. STD. 26q 2 W/ GATE VALVE - -+ - & S.E. 316thPL.1- TEMP. THRUST BLOCK DTL WAFH-1. j " �`3'1� j 1- THRUST BLOCK ! - -• - --III--- - - - 23LF 12 PVC C� 1;9�269� I -1-__________ 15" CP EP P (APPROX. LOCATION OF EX. 8" D.I. - - - 15 _EP__ - - r r l __..._.__.____... __.._......._-WATERLINE CONTRACTOR TO FIELD 370 �_..._ 370 Ifl I I 118.�t„F 8" PVC SDR 3$ 00,509 i n 8'_ P�C VERIFY EXACT LOCATION & DEPTH) - - - 15" CPEP _ - - - - - - - r III I '=PVC I I ��_ EX. CENTERLINE In I ] EX. SSMH i L - - - 03 - - - - _ - - - - 2 - - - - - - -- -Ail RIM= 13.3 413.A3 R/W GRADE ��� i --- - - - - - - - - - -1- CPEP- - r o I.E.= 402.9 (8 CPEP N,E,W) DATUM ELEV ' I NEW I.E.= 402 9 (8 PVC S) DATUM ELEV 1 _ 400.00 I I 903.28. 365.0© I N M j I� O CO I� N M M 4 u"; (0 cp � La La L) H. r� N N �� `- . �t . r; M M M M r) N") M 98+00 99+00 100+00 - 471-30.78 48+00 49-1-00 50 i 00 50+95.64 EX. CENTERLINE �N L. s ' 0?:A R/W GRADE 112th AVE. S.E. PROFILE <>v* WA; 4sy„ SCALE: 1"=30' HORIZONTAL; 1"=6' VERTICAL �►` �► `r•, 114th AVE. S.E. PROFILEtit -, -.....),- 4111) e ,: r • SCALE: 1"=30' HORIZONTAL; 1"=6' VERTICAL A 13258 �� RFGI5?ER • (4,, ssfoNAL t-14 EXPIRES JANUARY 9,2004 • UNDERGROUND PIPE LOCATION BASED ON SURFACE FEATURES.ACTUAL LOCATION MAY VARY. I CONFIRM MT TM.-LOCATIONS,ELEVATIONS,DEPTHS,AND AS-BUILT COMMENTS REFLECTING MATERIALS ACTUALLY USED DURING CONSTRUCTION,ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMIT � QJdDER MY DIRECT SUPERVISION ON THIS DATE: ((//6 RECORD DRAWING CERTIFICATION I I PROJECT REF: FAC# 01-0012 I ■ THESE DRAWINGS CONFORM TO THE I 1 THESE PLANS ARE "APPROVED" FOR I ■ CONTRACTOR'S CONSTRUCT ION Kt K uuUJ. CONFORMANCE WITH THE CITY OF ■ AUBURN'S ENGINEERING DIVISION LQ b-LaA� r II BY: DATE: REQUIREMENTS. 1 TITLE/POSITION: APPROVED BY: Cole,-1,4A1.5 U ' ICONFIRMED BY CITY DATE: DATE APPROVED: i • I I Y ►A. D17oS - I 1 f 4:41 r I\ ii i1 I III iO �� o III IIi 5CO 11 II NEW CONSTRUCTION (34) i. � I ( z II ce II � Q IWIo. III I ii 30' I I x C2 � Ilo NEW COMMIX-BON (22.5't) II 30' I 0 1 (4 I33.5' 11 I 1 1 r w I a 1 J co x ' x 0.5'-.- 1 --5' 6" 24' 1't 20.5'± 16"I S 5' 1 3'+ '� w r I w 1 - 30' 30' I! 3.5' R/W �� SDYVIC EX. JERSEY BARRIER I I SDWK I r W ,u, � l O DEDICATION 11 4" THICK I I I 7-TO BE REMOVED I co ( r, VARIES 18.75'-23' VARIES) I I1 CONC. i z r " wn N 2.5' 5' 6"r 22'± I (SEE PLAN) 6"I 5' MIN. 1 i I 5' I I i f'. BEGIN SAMICUT 4' 1 J SDWK I III SDWi< III �I FROM CL R/W I I I I Q I c i 2'± EX. PVMT. PLANTER 11 i 2% I i e____ N I� STRIP I!f 4" THICK I2t7>n -Y;��►I IE z I 'Q COI z 1'± SAWcU I SEE PLAN CONC. •'- .- `� '. f - L I' r - LL Q (__- ... rrr r°pr./'.er r'fi✓,,•✓tr'r!f`r� -.. , ��I11 11 n II` ?.5' CEMENT , �2" CL. "B" ACP 11 - 11 II ly (.1-1 iii II 5 c� o 1'sxS7t7.e rssx?� ': ri ? CONC. CURB 4" CL. "E" ACP �- II 1' GUTTER (TYP.) �-6" GRAVEL BASE _ II w CO " " " , -®I 5' CEMENT w NEW CO1+tST. VARIES I N r� 2 CI : Li ACP �� 4" r_.L, "E" ACP�/ CONC. CURB & - - lI S"1=E PLAN) I � cn AVE. �) J 6" GRAVEL BASE-' GUTTER (TYP.) 114 th AVE. S.E. 26' I- L8' ,, II I 112th AVE. S.E. (LOCAL RESIDENTIAL) i i GI a o S (_MINOR ARTERIAL) N.T.S. I (VARIES) (VARIES) i i L 5.5' 5' -F"� 17'± I. 17'± 161N.T.S. PLANTER I SDWK PLANER Ii) SDNAC co ' STRIP ( I i� STRIP ' 4" TRICK N (SEE PLAN1II CONC. 6"0 PVC1# 9 N OVERFLOW ELBOW I II .2 I ''r' 6„0 PVC ----- - I I ' /-OVERFL OW ELBOW I 1 24"w ADS PERT PIPE I Z I 4 y� i- u� ...1 /- �24"0 ADS PERF PIPE W �cv(V 9 °- ) 1 \ foon 11 /oa S.E. 316 t h PL. a) z 2 • 00 00 LA w ADS - 6"0 FVC L C) .. ,,. 24 4� ADS ti PVC (� ADAPTER �� \ /^ADpPTER X 9 / X I 3'X3' TRENCH FILLED ® � Q 6"0 PVC THREADED CAP \ / I i -_ ^^WITH WASHED RAVEL (LOCAL RESIDENTIAL) a- ? �'i b A IHKtAUtU CAP I a !� W/ 1 1/4"0 ORIFICE�,q DOWN.STREP.IA I N.T.S. ? +L ��,�,�� i J re o VV/ I I/4 w ORIFICE z O C VIEW FRONT VIEW E cV SIDE IC _)P tdl i� �P I 1-- �1Dr0 rr) ENLARGEMENT DETAILS j i (0 Q / I r un I� ROOF DRAIN W N N I J / a CATCH BASIN TYPE I I I I 0 z '� I o / W/ SOLID LID �� i I t � 0 = I IPi OVERFLOW � �a,. / 6"0 PVC OVERFLOW ELBOW ) I I �'� v h D- I �� SPLASH RI OCK Z !^ / TO CATCH BASIN I I +20 >- I420 / • Ir I +�` I II I I , Rau W A ,'►� ` I N 12 MIN. COVER VARIES } ��} III I oc oP��'J �' � \0" ` �v 0 o ,, 12"0 - 6"0 ADS ADAPTER-- II I I %�J R FOOTING DRAIN Lli I L--::::__________ a 24",0 PERFORATED ADS- LEVEL I �1\' �` \ I I N� 5.0' MIN I j�NI � ` •.. z EE ENLARGEMENT I / '] UV �-1 -.t titb . 74" I DETAILS OF THIS AREP, I 3✓ �'• X' vi i ----1 I--1' MIN. ADS DOWNSPOUT 4y /--.-- -;� 1 y. v , r 36' APPROX. -1 �1' MIN. SUMP W/ TEE 6"0 Ir A PART No. 1530-AC M / ! P W 1 END PAR I No. 1556-AD 5L n LF 12" 'C 410 1.01 , ROOF DRAIN AND INDI VID UAL HOUSE o 0/ DETENTION FACILITY DETAIL I W III N.T.S. / ® CB No. 10, TYPE ! w `1C STA_ 205+49_94 3 b�' 1� a RIM= 407.3E .53 400 ; - -'1 - - 400 I.E. 404.51 o CB No. 8, TYPE I I 403.67 zSTA. 205+44.93 J I r RIM= 407 .51 I ! I.E.= 4 of / ��' .11'(° 403. I6(fr ,w) W _ /JG,- z gn3.ab ( ) 1a 13�6 1,..„--41,01 CO No. 7, TYPE o 0 _ I / STA. 204+84.93_I cv I /� by•26 PVC 1 RIM= 48A:5t A01.oS �- d i 4,.. � a�a°(. I.E.- 397. 3g6.as6w) 391.00 (E 1390 CB No. 1, TYPE: II- 48" , z % � I I 5a °' PVC CB N 6, TYPE ! 206+00 206+59.95 STA. 48+37.02, 24.44' RT.= �/ ( 1,F 1`Z III STA. 204+34_22_ r STA. 200+24.43 9 •/. �� RIM= 395 4± 39 I GR. I L.= 73.1� .27 J i k,--AP 9 1.E.= 302.1E 34I l•41(E) I.E.= 369.6* .4 7•(►d,5) / % li CB No. 5, TYPE I I 391.t 6(w) MATCH CROWN OF EX. PIPE I ( ) � STA 203+64.82 '3b�i..8Z E RIM=1 3 f q :-61 F LE.= ` 4 Is 5 / CB No. 4, TYPE '! v �' STA. 203+04.9Y �11= RIM= 3 3gI.O3 fi v �► I.E.- 38�13$6.G13 ��n �i ` 1 i r 3oG 139258 JOV 4�3`!° /' I I rn' A�'o S GESTE NC' CB No. 3, TYPE 1 I o-) ;,I c� q/I .P® STA. 202+14.93 14.93 0� 6, o o TONAL E / O S/2 RIM- 3 t s.2 s I ( v- 'EXPIRES JANUARY 9,2004 33.5' R , �,iF IrAN- .E 38t 3FiO.gS(E,W) ! 1 1 1 1 -.___ _ . -- - -----------____- u4+v0 205±vu UNDERGROUNDPPE LOCATION BASEDONMUMS ACTUAL �_� �� LOCATION MAY VARY I CONFIRM THAT THE LOCA'I'ote,ELEVATIOI ,DEPTH%AIR)AlIataZ STORM PIPE PROFILE COL TS REFLECTING MATERIALS ACTUALLY III DUID10 SCALE H L r_: I '=J 0 11 l J R l L OIV I H 1__; I =6 v E l<I 11,f I DESTRUCTION,ACCURATELY REFLI9CT S }IUD common As my DIRECT SU OBI THIS 370 j �I 370 DATE: jVR1N-Dila 14. 6 u CB ;No. 2, TYPE I , EX. ALIGNMENT " LSTA. 200+38.49 T GRADE '1-4-ELF 12 PVC RIM= 3737E 3.44.89 RECORD DRAWING CERTIFICATION PROJECT REF: FACE 01-0012 0 6:38% I,E... 37675+ 3-4 .69(E) DAWN ZLSV S.I S/ 31-O. 64(w) I i OO 3�3.Sq-6 "Pvc I THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR i. r ! CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF L ze.-01 r- �I N Ci rn AUBURN'S ENGINEERING DIVISION C� F-- I` r-il co op ffi 0° °O� BY: DATE: REQUIREMENTS. W rnl �I rn MI I I TITLE/POSITION: APPROVED BY: 1::)...Aekiejei :_azac,. )Oui+OO 2n1+nil 2n2+nn 2U 3±sir CONFIRMED BY CITY DATE: DATE APPROVED: 3 0/ r „)_ / 0 2. D170 1 s1-a0 I I I o I a .{ I I I I 1.•.11. I I I {{ I CATCH BASIN C\I � o 0 I I RIM=38fl.1(SOLID LID) N E 10'_00 O IE=375.8(12„ CPEP ) c0 IE=375.8 12 CPEP W) 0 I} , I W1 I J Zp 30 R/14> SSMH#} 612 79 GRIND AND OVERLAYLLI I RIM=378.6 STORM MANHOLE (fj1 RIM=383.3 CATCH BASIN �� I I PAVEMENT N I IE 368 2(8" CPEP E & W) STORM MANHOLE _ N p : !i ( RIM=380.2 IE�380.3 12" CPEP I 1 ' Q CV IE=380.312" CPEP RIM-382.7 W SAWCUT) I < O O r -' .. 1 ` j` • I ST M MANHOLE IE=370.5(12" CPEP N) IE=380.2 12" CPEP IE=380.2 12" CPEP N < AND PATCH I O I. GRIM=380.1 IE=380.1((12" CPEP S� H LLS Q I CATCH BASIN I STORM MANHOLE • a _ - Y A L- _ 25' R W 5' R W RIM=402.4 SSMH# 612-82 I; STORM MANHOLE RIM=375.7 I IE 73.4 12' CPEP N » " R 88 SSMH= 612-80 ap IE=370.4 15" CPEP N) IE- 71.9 12" ."EP E ACT B i 8 1 g 6/8 q {, Cr OVER .,_\IE 1.9(12 TO TR 2 VOL IE=399.5 12"CPEP N STORM MANHOLE RIME & W l Q r � o ( F, A QL. I RIM=401.4 ' ( ) RIM=414.0 IE=370.5{15" CPEP EJ ' ` o IE=389.3(8" CPEP N,E &W) e-I - IE=402.9(8" CPEP N,E & W) , I I IE=404.8 12" CPEP N) cz IE=370.4 15" CPEP S)) /'/ ( 1/ # J I CATCH BASIN I I f-- STORM MANHOLE RIM1404.5 I ;� IE=400.118" CPEP E) W (13 •• �r } STORM MANHOLE H RIM=402.7 IE- 98.1(12" CPEP E) II30' R/W 30' 'a IE=400.0(((((12" CPEP W) O p # era 8 RIM CPEP CATC BASIN P. IE=396.1 12" CPEP N IE= 97.9 12" CPEP W 4 _ ' W E=3 03(12 ) ii ! i 51N CPP SWf _ . N� � � # � • �.. - � ,---- - ._._ --- _ ._.,_,_ --..I1J , , � _. rr � --� �-�--r -- M �-� �., ,a_IE=371.E12 CP. • • •I I • • � . • -'- -'''.- r) < {� •-_:_.=',:._ '.. .• _.____:„:•j•,. ''.•...,• -, -__ - .v'(:.:: :.... .,.....-...-._:_.: , .__..: -_...• ....... • • • • • •• • • • • • 1. . _ .........- ....... _ • . .�::.. .. ,.-. 11 �e : ,,,.1-., ,- 1.:711 . . .. PVC-SSit • • j1..liiii; 1 i 7. 8,; - • I _� I. h._I : • • 8 .D:' )WM--.. -._ I �.o # t} I © fit I - #: . .: �� W1--. \`\''..,\_\‘:-„„. •:... .i:•_.._ ._:.... .i. ' ...;.::..7:_-......I.::.,:,..4.:i040.4r•:./41L-tP _ ___--: --. - 0_ \:, .,.f...;.....0 :.... . . lite41 ---____ -- - --A! .____ . _. „ _ __„ . _ ,__ _ ,_.t.l... . ..44 ....... . _ 4... .. .. 7 , _ ,.4...±,.° •• '' - ' ' •'• '___/• --- ___• 4114:1'' :,•-..i: i•. ._•••••• ..S:11.i •-• :.. :1 f � '' - --- A ----( 1-- A--.k . -'- 7--0 Ailriaafa4A=L-- - -1... .. ---- Ilikji.k.'-''..j-- .z-- ----::4',41. Lrt71- : '- . . ... ..... 4 - 1 .i 0- (/) _.:1 \ '•`1‘,,,:-TT.7----. -.•_ •-t-,-- -Pc*. :•...1tvii•wir,_ ..,ten4linfnalreafirimmussuimisanrwille. • • ..11111111,, . - -7 . • \---. .. '4 - / w- ANI Siii--7" 4--------- - • •c> •• . „••-•-••.::::•-i... ...•._ rt • • al 0 (N I1 1: 1,1, '� .'�. .' ....# . 2+08.39 22.64 RT. , , . . (NiW W V) .. e . 180 0 60 . ' . . . . ..., , ., , Q -I J o 3 Z I '11 .;: . - I h.I (/ /i ..:! tril - • - - - - - - - - - - • 6C 60' ;+ �, . .�� �. 1 • U (� 1,: a o STA I ( . , 2---0 PVC COtiT STREET LIGHT & JUNCTION BOX • • 60' '` i I I: STA. 0+29.88, 35.9 RT __ ` - . TIE INTO EXISTING SERVICE-CA: El - - - - - 65 - I i i� ! 13 <? .. } - t- SOLE 40 (TYP.) - - - - - - - - - - - - - }. (` I j / CATCH BASIN ` II ' SERVICE CABINET & �.... - SIN0 C H r- METERS _ . _ �`f .:..:"___"::::•:.:.•.:„.„:,--F=3851 ' 1 D E� IE=409. 2 CPEP N )GALVANIZED STEEL _ S \\� f 1 �„ �,,,"\ I s 1 �IE=370.1 CPEPS F Z I ,I CONDUIT FROM SERVICE I EPRPG� oc. I I I j C �zl _ (TRACT I I ; ; !1J Q I 2 ' ,c#�VET TO JUNCTION ,- Q I DEAD END SIGN I a j j)Q1= ': �, Z # A ETER 8 , i R EL „ 1 `� ' B ' DZ { • I` # a HEAT i t = r0 Q k; Q:_t 4� `0 / -.. u)ita::::..::,:_:• iro I' ' 1 o PUMP. r'i 2 - 4 APPLE iN �,i -�# 'I cV N ��•• - t; :I ICE.. FIR /� .� 70 J _= , cal 00 "I�3 _� . t' .-:1 I PWR METER • APPLE i a CJlI .,' Z Z Q °� � , h> ! -- 'I 0CC • tt # I '0 6 • ��Q z ice :. II 11. I # I 1 FF=377.8 \S�\�� FF=386.0 1 1 I ��oos / I I- H o I� 7 4- w 0 CI-Eq 'r i t '� III . t, �.c W J f m APLE ii h I 1 \- I� T - - _ _ ! ' .-,,,„:,:::::,.:,:,:::.., 1 3f3 L.J��S I I r �� i g 3 0 . 1 di - - Z�' 6 0 [ : , ._ ..--.-: ..-.H .. 0'• .R j'W 3 1. SOD LANDSCAPE AREA j A. t_ 3 �" •,.Ii ` q �.. j i # ° d m j1 W ^3 �, .�.� I 1 t f t{co r0 D ° 1 ► # INSTALL SOD AND'PREPARE SOIL AP4' e� } . I' I PER NURSERY RE OMMENDATIONS " `-- �k AP"� 1 p 1 _ t ` I ivit" �,x4.: \,: .W APPLE i i I ;I, ' c�<L MOM t # 1 I I I 1- _ „ N k. to t 11 if I - i I fi, I ; 11 W �, PO DPP E I *I co Pr'[.:.:-.:..''''''''''''''•''....!........:,-.,:i...i...::,::i.::::,:.::•:::::i:.::..i:::..:::,:,::::,:,:„:.:::.:::::::::::::.:::,;:::,;.. _ :__ ..,::_. : .1,,, .--,,,: ;. ;1;.. ... -..... .-. 11,::2-iiiii::::::.::: (• . 11( K # .. I 66.5' r iR \-,/ 110' Hi "1,, : is 4 Op .. It 60'r '•• .- •P IL...‘4111!).c - - ® I :-,::::::::::::,:i:'''''''''''''''''''''''''''''''''''''''''''''''''''''' •••••••• . ,.--, ;1 i # __.._._. --- - _.__.. 22" C�LDE-iR -- 60' 60' 90' I BSI _.;�...:. 6 0 30 1_... • Il; ;• oo I` x' I ._. 48 } �:p • A• • • 1 .t 1t # �O O P A R C 3L. [-- "- - I ' t ___, 07: ,:' - I- I I E 674 1 1 TRACT " A" U IL.. i' �� K C_ S.P ` a913045° J • 98 00 POND) �`�- = Q Q I I �� REC. NO. 4 I I (DETENTION �2 ©� �` �© l . it : P �2 �' �a��`' f !I =a I , I 4 X i ' I P �P �; -' CULVERT \ \\� O ! _ \ I ; =7€_ I i PLANT TREES " n % # IE=368J9 (15" CPEP) I 1. (j, MAN CROWN IN NURSERY, \ /.. } ' 2) TREE PIT S#:IAI L BE` , i STORM MANHOLE CULVERT t - Ti_l., I f! ; I TfE t S i \'i tI 1 i fr, IE=362.89 (18" CONC) ( Il:. sl .. ,; " / • / ' IM=409.9 I �IA#tit#1 { _, I IE=402.4(12" CPEP SE) 47- 0 T�,:.. CPEP N) CULVERT �'ar F �4 ' i 0 t:>:;:: IE=365.71 (18" CONC) ti # t, f I \ t;:.; Vs k3:i:" CULVERT C, 'I '` BJETS°M0FC)FP1 ;1• E \,,t ! ' - �1 CATCH BASIN I*: #SIT : _ '' I I RIM=409.4 �IE=405.1 (12" CPEP SE) NOTE: t.i::: IE=366.24 (12" CONC) WITH ROOTCONT t .<, � ` ' r SEE AUBURN DESIGN AND CONSTRUCTION tI R-- '' 97-0o STANDARDS FOR STREET LIGHTING • };, I - - - - T BARRIER, t' .,�i I is . t= I - x REQUIREMENTS, SECTIONS 3.10.3, P. 80 & 1 t;. CULVERT �r°' - - - - - - - } t, IE=366.50 (12" CONC) 11' ._ i2 WIRE', TWIST __._ REE PLANTING SCHEDULE: I c Tl -# 1 , # STREET T 1 -1 1 { # .2: PIjaBER I 7 S� II �"��.,��=�. A`� d^1iJI�I#`�10 S SWEETGUM OR OTHER SPECIES APPROVED I I I O LEGEND, 5 d I# I P �`�H' B C1N S'A E, BY THE CITY OF AUBURN �'' .2 irwACl� I�LR TRE, 1 ` PROVIDE ROOT BARRIERS PER SECTION ,,.� I±' EA01� '�N%.�` = TREE PROPOSED EXISTING ' j' ' IS , L1E a' TALL. 3.09.5 OF THE CITY OF AUBURN DESIGN SIDEWALK- I I ; AND CONSTRUCTION STANDARDS TO } MINIMIZE DISTURBANCE TO STORM PIPE. To CATCH BASIN i I f! t�" ,TO }. I A ( ) CB TYPE II © STORM MANHOLE I (I ( E € r 3F Poo q' A#_ f a CB TYPE I AD YARD DRAIN I i IC f tr ADS DOWNSPOUT 0 SANITARY SEWER MANHOLE J I - �-__ I4 i i THICK ItIJLt:ri, SUMP W/ TEE ,I I - `.. - ,rS SPECIFIED, NOTE: UTILITY POLE I -~------ ... ' 1 WATER METER 0 J-BOX ;>,.: 3` $ 3 TREES REQUIRED TO BE REMOVED ARE: # ! 18 MAPLE • SS CLEANOUT STREET LIGHT f> ` t. -. • 20" MAPLE • STREET TREE FIRE HYDRANT „ SZ 1 . , � =� ,- 22 MAPLE a SERVICE CABINET DQ WATER VALVE _ -, -- CURB & 28" FIR a JUNCTION BOX ® WATER METER f - - GUTTER- 34" FIR GV STREET LIGHT N GAS VALVE GRAPHIC SCALE �" i 122" OF SIGNIFICANT TREES TO BE STREET SIGN 30 0 5 30 60 ^ ., REPLACED / 12 = 11 REPLACEMENT '# - P ` TINu MIS TREES REQUIRED. o MAIL BOX _ ::11- ,_ - .i _ AS SPECIFIED. HANDICAP RAMP ( IN FEET ) _w- __��_ -_- \ -: EDGE OF PAVEMENT 1 inch = 30 ft. ROOT CONTROL REPLACEMENT TREES SHALL BE 2 MIN. RRIER A T DIAMETER 2 ABOVE ROOT BALL. Ei VERTICAL CURB RECOMRAC GRADE' INSTALLATION REPLACEMENT TREES = STREET TREES NATIVE SOIL AND BACKEILL PER SEE PLAN FOR LOCATIONS. 13 EACH ROLLED CURB SJIL MANUFACTURER'S PROVIDED. y .._...__ WIRE FENCE INSTRUCTION, (_-• CHAINLINK FENCE CSC? ROCKERY _ PROJECT REF: FAC# 01-0012 - - RECORD DRAWING CERTIFICATION CONCRETE LANDSCAPE STR/P DECIDUOUS TREE Pi AIIGS TARN; THESE DRAWINGS CONFORM TO THE THESE PLANS ARE "APPROVED" FOR 3k- CONIFEROUS TREE TO REMAIN - ------ CONTRACTOR'S CONSTRUCTION RECORDS. CONFORMANCE WITH THE CITY OF f.Q 4,1,8"O, I- AUBURN'S ENGINEERING DIVISION W DECIDUOUS TREE TO REMAIN BY: DATE: REQUIREMENTS. IL CONIFEROUS TREE TO BE TITLE/POSITION: APPROVED BY: � ,,�,,,. REMOVED / DECIDUOUS TREE TO BE REMOVED CONFIRMED BY CITY DATE: DATE APPROVED: 7/29/0/ 1 r •� ,., ,