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HomeMy WebLinkAbout05D1759L0 00 qq r O ENGINEER/ SURVEYOR DALEY-MORROW -P❑BLETE, INC. 726 AUBURN WAY NORTH AUBURN, WASHINGT❑N 98002 MO OR-E SITE PLAN PHONE: (253) 333-2200 CONTACT PERSON; MEL DALEY or BEN ANSTEY LEGAL DESCRIPTION BLK 1 LOT 15-16 TERMINAL PARK ADDITION CITY OF AUBURN, WA. PARCEL No. 858140 0080 05 SITE ADDRESS 1216 A STREET S.E., AUBURN, WA 98002 BENCHMARK CITY OF AUBURN BENCHMARK 30-N, 'X' SCRIBED ON EAST SIDE OF CONCRETE BASE FOR STREET LIGHT #1219 AT THE WEST SIDE OF 'A' STREET SE AT 13TH STREET SE. ELEV. = 93.07 OLD DATUM: AUBURN = U.S.C. & G.S. ELEVATION: 93.07 NEW DATUM: AUBURN = NAVD 88 ELEVATION: 96.60 I I II 1 NOTE: I AS —BUILT DRAWINGS SHALL BE PER NEW CITY OF AUBURN DATUM — NAVD 88. GENERAL NOTES 1_ THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 11WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT SPECIFICATIONS MANUAL, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE —CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONEDTHAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE —CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF—PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. 1 z O 1 v x w i GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. a STREET, STORM, SANITARY SEWER, AND WATER A POR. OF NW 1/4, SEC. 19, TWN. 21 N, RANGE 5E, W.M. u WNEI?: D. MO ORE & COMPANY 9012 — 166TH STREET COURT EAST PUYALLUP, WA 98373 PHONE NO. (206) 840-1094 CONTACT PERSON: DANIEL J. MOORE II i i 3 COMPACT STALLS x x x o ❑ ❑ . IN.72.49"........................-.......................... ... _. . _. ............................ ea 4 d d tr ° d a° 0 w W lOCo th S SE � Cn llth S SE Q w h s 12th ST SE w 13T ST SE 14th E, ST SE � W TERMINAL w 15th ST SE PARK 16th ST SE 17th ST SE w E- 19th ST E 21st U x r VICINITY MAP N.T.S. TABLE OF CONTENTS SHEET N0. TITLE 1 OF 5 COVER SHEET 2 OF 5 T.E.S.C. & DEMOLITION PLAN 3 OF 5 GRADING & DRAINAGE PLAN 4 OF 5 STREET PLAN & PROFILE 5 OF 5 NOTES & DETAILS CONSTRUCTION SEQUENCE 1. ATTEND PRECONSTRUCT10N MEETING. TIME LIMIT FOR WORK WITHIN R.O.W. SHALL BE ESTABLISHED DURING MEETING. 2. ESTABLISH CLEARING AND GRADING LIMITS AND INSTALL f SILT FENCE AS SHOWN ON THE PLAN. I f4 .I -J-TtfRE BLDG SITE { 3. PROVIDE FILTER FABRIC UNDER THE GRATE OF EX. CB FF-94.5 AS SHOWN ON THE PLAN. ............. ................ ...... ........ ...... I ............ ............ .......... c,1 ( I 4. CONSTRUCT TEMPORARY SEDIMENT POND. - . ..." .. .. _ . j 5. COMMENCE CLEARING AND GRADING. I 1 6 IN STALL STORM DRAINAGE SYSTEM & INFIL. FACILTITY. .. . . . NOTDO ALLOW RUNOFF TO ENTER INFIL FACILITY AT THIS � ..... .. _ ESPRESSO DG to TIME. FF=93.85 ccz� . . 4-a " 7 PROVIDE CATCH BASIN PROTECTION FOR NEW C B 'S . . �. 8 INSTALL UTILITIES. / ' .70 .. - ... PNORMCEPTOR . f76 IN GRADING, PAVING AND BEGIN BUILDING . .._. _... : y t � CONSTRUCTION. _ ... ... ... ._ __ .... .... .... .... -:. .". 10 INSTALL LANDSCAPING _-_._...__. ... __.. ....._..._.... ..... i 11 REMOVE EROSION AND SEDIMENTATION CONTROL .. ... _ .. ... ... . _.. _ _ . `; AND AFFECTED _ .. .. ... _ 1.3% ................. _. __ AREAS AND CONVEYANCE FACILITIES _... _._.. _. _.. _..... _..... .. _.. _.. ..-_ _ .. .� IL THE UPON FINAL SITE STABILIZATION AS APPROVED BY _ .- _ . _. __ _.. - _ _..... ... r " H CITY OF AUBURN OFFICIAL. ALLOW WATER TO ENTER _. __ 1: INFILTRATION FACILITY .. \\ �. ..... r . SITE PLAN SCALE: 1" = 10' - Irb W-#V 'Wl Uu vr,. r.DATE: 7 6 L r vyF urvur'K MY ul"i:I biii'lAV64iUN U US RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRAC D,WS CONSTRUCTION RECORDS. BY��� DATE:��� TITLE/POSITION: CONFIRMED BY CITY DATE: PROJECT REF: FAC.0,2-0018 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. CP I1-17-OZ rr APPROVED BY: DATE APPROVED: 11..7 •. d 2 SHEET 1 OF 5 Qq� 0 s 9 1 rswq L 00 r O GRADING AND EROSION CONTROL NOTES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED. AFTER CITY APPROVAL, THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING ALL TEMPORARY FACILITIES. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 6. ALL REAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN TEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. ❑m m M c� :: m Q0 O LEGEND EX. TYPE I CB -0- n MN TPM - --- GPM- -- I00 EX. TYPE II CB EX. SSMH II : I z . 0 m EX. FIRE HYDRANT Ix w I W EX. WATER METER : i I 0- EX. WATER VALVE 0: II O. EX. UTILITY POLE I Z. GI EX. TELEPHONE RISER EX. SIGN EX. MAILBOX I TELEPHONE PAINT I : MARK I GAS PAINT MARK I II I I 64.0' I I R.O.W. : I i I I II I I� � DEf I o I Q w I w� I II I • EX. CB RIM= 92.52 I.E. (15" CONC. N)= 84.62 I.E. (12" CONC. E)= 85.77 I.E. (15" CONC. S)= 84.62 I I I APPROX. EARTHWORK QUANTITIES CUT 360 CU. YD. FILL 540 CU. YD. TOTAL 180 CU. YD. �5 EX. SSMH C�b APPROX. LOCATION OF RIM= 94.09 + EX. GARAGE I.E. IN (6" E)= 88.19 I.E. IN (12" S)= 88.19 I.E. IN (8" SW)= 88.87 /C� _ NII I.E. OUT (12" N)= 88.09 EX. FENCE (TYP.) X X X O ❑ O O REMOVE EX. FENCE WITHIN PROPERTY LIMITS SILT FENCE (TYP.) SEE AUBURN STD. DETAIL "EROSION-02" El X. HOUSE I/ EX, GRAV. ROAD 1 16 'A" St. S.E. f....... A BURN, WA 98002 / / (TO BE REMOVED) O ti �_Z �z�/�/�� f C) EX, CAR PORT I (TO BE REMOVED) FUTURE BLDG SITE I [ }} L_ FF=94.5 I ;. .... . t. \ ESPRESSO BLDG .. ' 0 p I FF=93.85a ... �I N WI Q' I \ \ CP +\ 1 \ 1 I:. ; GRAPHIC SCALE O N I `� \ \ 10 0 5 10 20 ZO al Q, TEMP. tLl °i SEDNIT IMENI + O Q80 O ( IN FEET ) o POND 0 1 inch = 10 ft. al L--- O 00 :. O of o T.E.S.C. STRUCTURE 0 O 0. 00 OVERFLOW I.E.= 92.00 I I.E.= 89.00 CLEARING LIMITS (TYP.) O \ - / PER STD. DETAIL DEV-4 O --2-11--- - : cl� > 0 0 >- - - - - - - - - - - - - - - - - - - - ---------------� 0 �. I O 77 MAILB ES ° ° a a A. a ° a a EX' SDWK TO' BE °REL6CATE 4 ° a a ° 9 f0, y� INSTALL CATCH BASIN PROTECTION ( TYP. PER AUBURN STD. DETAIL "EROSION-04" AFTER CATCH OO O BASIN INSTALLATION IS COMPLETE O O - -EX. 4"W O0 O -93- - O O 00 CO O O O O EMOVED 0 0 0 O 00 O O O O EX. CB -- - - - - - - - - - - ---- RIM= 92.98 � f LE. (12" CONC. W)= 87.28 SAWCUT I CONSTRUCTION ENTRANCE PER I.E. (12" CONC. S)= 87.33 N89'33'10"E 518.43'(C _ - - _ AUBURN STD. DTL. "EROSION-Ol" _ o I- - - o _ - - __ o EX. CROWN f 13 th v7)T. c,-) o K, f EX. SSMH RIM= 93.51 I.E. IN (8" E)= 88.26 DATUM: I E. IN (12" S)= 88.26 60.0' R.O. W. I.E. OUT (12" N)= 88.16 AUBURN= U.S.C. & G.S. TEMPORARY EROSION CONTROL SEED MIX %WEIGHT %PURITY %GERMINATION CHEWINGS OR RED FESQUE 40 98 90 ANNUAL OR PERENNIAL RYE 40 98 90 REDTOP OR COLONIAL BENTGRASS 10 92 85 WHITE DUTCH CLOVER 10 98 90 APPLICATION RATE 120 LB/ACRE COMPACTION REQUIREMENT SUBGRADE SHALL BE COMPACTED IN THE TOP 0.50' TO 95% OF A` -;TM 1557 FOR A CUT SECTION. IF THE UNDERLYING SUBGRADE IS TOO SOFT TO PERMIT COMPACTION OF THE UPPER 6"LAYER, THE CONTRACTOR SHALL LOOSEN (OR EXCAVATE AND REMOVE), ANP COMPACT THE SUBGRADE UNTIL THE TOP LAYER CAN MEET COMPACTION REQUIREMENTS. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTR CONSTRUCTION RECORDS. BY: DATE: 1 TITLE/POSITION- CONFIRMED Y Y DATE - AUBURN= METRO BENCHMARK BM No. 30-N, "X" SCRIBED ON EAST SIDE OF CONCRETE BASE FOR STREET LIGHT #1219 AT THE WEST SIDE OF "A" STREET SE AT 13th STREET SE ELEV: = 93.07 PROJECT REF: FAG02.0018 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. GP 11-1-04 APPROVED BY: 1� S DATE APPROVED: c� jam! w M r0 z ( z w Lr) LO 00 Z z _ CD 0 Q O 0 �00 O o W U5 o �) �' o W Q o 0 Oz o"z u, o O O II N o 07 W ~ o � � 0 Q ii m U m � U a Q O a 0 Z N > (� Z jZ LdNn , Z W 00 Ln O I J mzoX CC0 CL ZLL Z W J z O�Qo z CE m�N W I: 5 1 O <zff) � Q ?- �mL W ' J Q w a o Q z a o � c Cn J Q • z l() f- C12 r "� Q Z Q Q Of a x w SHEET 2 OF 5 os D 11514 EX. CB RIM= 92.5296.0 I.E. ' 15" CONC. N)= 84.62 88.15- I.E. (12" CONC. E)= 85.77 89.30 I.E. (1 -0�" CONC. S)= 84.62 88.15 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) 1 inch = 10 ft. DATUM: AUBURN= U.S.C. & G.S. AUBURN= METRO BENCHMARK BM No. 30-N, "X" SCRIBED ON EAST SIDE OF CONCRETE BASE FOR STREET LIGHT #1219 AT THE WEST SIDE OF "A" STREET SE AT 13th STREET SE ELEV: = 93.07 `---EX. CROWN 1- 8"x4" REDUCER (FL) I�5`1- THRUST -BLOCK 1- 12"x12%8" TAPPING SLEEVE (MJ) 1- THRUST BLOCK .6LF 4" D.I. 1- 8" TAPPING VALVE (MJ) � 311 �� ��T,,, � ® �oWATER LINE 1- THRUST BLOCK 111 60.0' R.O. W. R-3 PARKING STANDARDS STANDARD STALL: 9'x19' COMPACT STALL: 8'x16' HANDICAP STALL: 16'x19' (MINIMUM REQUIREMENTS) EX. SSMH RIM= 93.51 I.E. IN (8" E)= 88.26 I.E. IN (12" S)= 88.26 I.E. OUT (12" N)= 88.16 RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT CnwSTR CTION RECORDS. BY: D 1,54f- TITLE/POSITION:SITION: CONFIRMED BY CIT DATE: LEGEND ► EX. TYPE I CB OEX. TYPE II CB OEX. SSMH M EX. FIRE HYDRANT ® EX. WATER METER ❑ EX. WATER VALVE —o- EX. UTILITY POLE ❑ EX. TELEPHONE RISER I —I EX. SIGN EX. MAILBOX — TPM— — TELEPHONE PAINT MARK — — —GPM— — — GAS PAINT MARK ROOF & FOOTING DRAIN — — CONTACTOR 75 OR EQUAL STORMWATER INFILTRATION CHAMBER ............ ............. - NEW AC PAVEMENT a NEW CONCRETE d NEW GRAVEL PROJECT REF: FAC,02-00I$ THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. GP «-?-02 APPROVED BY: LLL!sa. -- DATE APPROVED: �00 O O Q o C �Q0 .o 4� N 6 W O O W ®V)o N CL O) U F_ W W O �Y Q0 0 N U Z N � W Z OD r-) Ln J 0 °' m zz-. CL <0� 1 z 3 z=0 O DQ(A m m3N CC::) I O Qzrq 0 � )!:zNmd) Q z z 0 T T- z <t 0 J z � 00 w 0O 0 �t 0 OL Z y w Q m vJ Q N 0 w Q Cr z O Q O II O N O 0 O Z �~ N u Q W o Q � W a 0 0 U Q m J m o W 3 O it Q Z w� �z (n Z I J C� IL ZQ wQ Z� 0 w Lj 41 0 a ® o U C SHEET 3 OF 5 EX. CB RIM= 92.52 96.0 I.E. (15" CONC. N)= 84.62 S$ 15 I.E. (12" CONC. E)= 85.77 99.30 I.E. (15" CONC. S)= 84.62 88. 1 g7 �G R. 0. W. ` CB: No. 2 i " CONTROL STRUCTURE ,, �Q;' �F�' _ �o — _ _ — -_ — — — — —_ — —GR: EL:- 93f — — — — — — — - LE.= 89;fl8 92 q 6 d "' — — �... �.., — , WATER E t —., " 1 8 x6 REDUCER (FL) W/ 54 I a SOLIDOLOCKING LID=.9+.50 .21 a 0 I _ -- ------------�.— .,.. r 1— 4" 45' BEND (FL) 1— THRUST BLOCK IE(NE,I&)= 89 96 I. 1 I I i ,o IE(SE) =91.50REMOVE ° 21.8LF 8" D.I. WATER LINE OF EXTRUDED CONC. I I ! (SEE DTL. SHT. 5) ae 12" PVC �' 5.0' I i E(E) 92.51 a d — 0 % 13.04 CURB (TYP.) I EX STI G WATERNMA N I da e e d•-_ d 4 d a e c e d C°,. MAILLJ E a e e •d /' d J �� • ° ©J f\ •9� I\• --.a o a d •. d a .- d Al CB No. ° 3, TYPE ;fl, 48 "d , EX. SD WK TO- BE RE1_MA - bed• , d. �. de : • mP A* I ..:� A. a <A Q REPLACE SIDEWALK 9 _e d — e` e e 9 , a ,;. NOTE: CONTRACTOR TO VERIFY ACTUAL I Y SECTIO�J PER C.O.A. � NEW I.E. (12" NW) = 87 �6.51' VERTICAL CURB _ . •.i Id - -� r a '• � °•' � ' %,� - � LOCATION OF EXISTING WATER LINE. I • ~ � I Q STANDARDS � EX. I.E. " ( 12 CONC. W = 87.2$94.a1 & ) GUTTER TYP. ( ) NEW EP . r + . i �'' • d • . � �' . - CONTACT ENGINEER IF ANY CONFLICTS w a a e. EX. I.E. (12" CONC. S)= 87.33 90.96 i�� ' ' �` ARE DISCOVERED. -� — — — — — W 1 TWA NE TER ME — — -—EX. 4„ W ..fiC I ----- �, 93 ". 8 DJ WATER UNE. W/ UAUCT :MET A PER U1311RN . . r " AP -125.2LF • � _ . :C R E U REMOVED [?ETA1L WATER 0 WATER:: TINE EX. ._ CB —REMOVE AND REPLACE — _ _ `_----L� —�, —_ --_— — — -- ;l-� — -----— RIM= 92.98 I.E. (12" CONC. w)= 87.28 SAWCUT� NEW DRIVEWAY RAMP (TYP.) PER I� I.E. (12" CONC. S)= 87.33 AUBURN STD. DETAIL "TRAFFIC-09" N89'33'10"E 518.43'(C) ;- - 0 1— 8"x8%8" TEE (FL)- - 4" 45' BEND FL ) --EX. CROWN 1— 8"x4" REDUCER (FL) 1— 1— THRUST BLOCK 1— 12"x12"x8" TAPPING SLEEVE (MJ) 1— THRUST BLOCK I 1— 8" TAPPING VALVE (MJ) WATER 4LINE 1 1— THRUST BLOCK 13th ST. ' S. E.I STA. 0+00= INTX. A ST. SE & 13th ST. SE 96 94 92 APPROX. LOCA- 1— 12"xl 2"x8" TA 1— 8" T N 0 0 rn o-H to(� + (V REMOVE & REPLACE EX. CB 0 o'w N STA. 0+53.35, 15.35' LT. EXIST. CL GRADE w U m a `n GR. EL.= 92.98 In LaAPPX. �F-+to I.E. (12" CONC. W)= 87.28 z I.E. (12" CONC. S)= 87.33 0 5 Q A z w t— w m to w 0.50% PROP. FLOWLINE GRADE — x x 1— 8" GATE VALVE (FL) ON— FIELD VERIFY 1— 8"x4" REDUCER (FL) 1— 4" 45' BEND (FL) PING SLEEVE (MJ) 1— THRUST BLOCK 1— THRUST BLOCK %PPING VALVE (MJ) 1— THRUST BLOCK 125.2LF 8" D.I. WATER LINE PROVIDE i' SEPARATION APPROX. LOCATION O I I WATER LINE I APPROX. LOCATION OF EX. SEWER LINE 79.3LI= 12" CONC. © 1.90% TO EXIST. CB CB No. 3, TYPE II 48" GR. EL. = 92�8 96. S NEW I.E. (12" NW)= 87.E 91.16_ APPX. EXIST. CL GRADE EX. I.E. (12" CONC. W)= 87.28 90.8( FLOWLINE GRADE EX. I.E. (12" CONIC. S)= 87.33 90.?6 -H -H a, Ln d M � 04 0-) to � 0) M � rn rn rn rn 0+00 13th ST. S.E. PROFILE SCALE: I"-10' HORIZ.; 1 "=1' VERT. 1 +00 94 92 .s EX. 84 2+00 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET) s� 1 inch = 10 ft. LEGEND ❑m IN N 0 I� DATUM. Q 8 o AUBURN= U.S.C. & G.S. AUBURN= METRO ISO i l i f i BM No. 30—N, "X" SCRIBED ON EAST SIDE OF CONCRETE BASE FOR STREET LIGHT #1219 AT THE WEST SIDE OF "A" STREET SE AT 13th STREET SE ELEV: = 93.07 EX. TYPE I CB EX. TYPE II CB EX. SSMH EX. FIRE HYDRANT EX. WATER METER EX. WATER VALVE EX. UTILITY POLE EX. TELEPHONE RISER EX. SIGN EX. MAILBOX TELEPHONE PAINT MARK — — —GPM— — — GAS PAINT MARK — ROOF & FOOTING DRAIN CONTACTOR 75 OR EQUAL STORMWATER INFILTRATION CHAMBER NEW AC PAVEMENT d - NEW CONCRETE d NEW GRAVEL PROJECT REF: Fk qz-OOId THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. C.P it--1•oz APPROVED BY: S DATE APPROVED: l�-? ••OZ SHEET 4 OF J i ,WOP C I 14,q 0 COVER & GRATE LO w GR.EL.=93.04- 5' GRADE ADJUSTERS TO �►, SUIT FINISHED GRADE 24" v 8„ 6" ° HANDLE FOR REMOVABLE 4"0 PVC PIPE INLET TEE rMIN. 15" HIGF Fiil1 VARIES To MATCH GRADE STORMCEPTOR® INSERT OUTLET SEE NOTE 2- I.E.=89.5$ 92 18" 6"J L CHECK ° 1 VALVE a • 60" INLET 12"0 INLET 4"0 OUTLET ° MIN. DOWN PIPE RISER PIPE a (REMOVABLE) IF NEEDED 48"0 5• (ROOF & FOOTING DRAIN) 4'0 PVC PIPE CLEANOUT/VENT PIPE 4"0 OUTLET a. RISER PIPE a d a ° 12"0 INLET DOWN a PIPE (12.5x14" ELLIPSE) 8" SECTION THRU CHAMBER NOTE : SECTION THRU PLAN VIEW 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE INLET AND OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE CLEANOUT/ VENT PIPE. 3. THIS IS A GENERAL ARRANGEMENT DRAWING CONSULT LOCAL REPRESENTATIVE FOR SPECIAL CONDITIONS. STORMCEPTOR STC 450i DETAIL N.T.S. SOLID LOCKING LID ADJUSTMENT BRICK (4" MIN., 12" MAX.) STANDARD GALV. STEEL LADDER/ STEPS 12" O.C. 12" PVC INVERT ELEV. _ 9i.56- 94.16 OFFSET TOP SLAB 0 OPEN BOTTOM 1 8" RUBBER GASKET PLUG w/ORIFICE HOLE RIM = 43-26 ��►.%I- 8" CAP, RUBBER GASKET —PIPE SUPPORTS SEE NOTE 8" X 8" X 8" PVC TEE RUBBER GASKET JOINTS A.C. OR G.P.K. MANHOLE �— ADAPTER PVC INVERT ELEV. = 86-86 _ 92.51 NOTES: 1.) STRUCTURE SHALL BE TYPE II CATCH BASIN 54" MIN. 2.) PIPE SIZE AND CONFIGURATION MAY REQUIRE A LARGER SIZED STRUCTURE. 6.) PROVIDE AT LEAST ONE 3" x .090 GAGE STAINLESS STEEL SUPPORT BRACKET WITH TURNBUCKLE ANCHORED TO CONCRETE WALL (MAX. 2' VERTICAL SPACING). TYPE II CATCH BASIN CONTROL STRUCTURE 54" DIAMETER) N.T.S. \\�2::" CLASS "B" ASPHALT CONCRETE 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 2" COMPACTED DEPTH CRUSHED SURFACING BASE COUSE GRAVEL MAY BE REQUIRED PAVEMENT CROSS SECTION (PRIVATE) N.T.S. �O.D. 3' MAX. Alr9 4 �O.D. LIMITS OF PIPE 3' MA __---COMPACTION _i LIMITS O COMPACT / 4" MIN. GRAVEL BACKFILL FOR PIPE BEDDING GRAVEL BACKFILL FOR FOUNDATIONS WHEN SPECIFIED BEDDING DESIGN FOR FLEE)aBLE PIPE (FOR FLEXIBLE PIPE) LEGEND PIPE COMPACTION ZONE 1� 1" MINUSE BEDDING MATERIAL FOR FLEXIBLE PIPE PER WSDOT/APWA NOTES: 1. PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION ZONE SHALL BE THE WALLS OF THE TRENCH. 2. PROVIDE UNIFORM SUPPORT UNDER BARRELS. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY. DIRECTLY OVER PIPE HAND TAMP ONLY. * 1'—O" FOR DIAMETERS 12" THROUGH 42" AND FOR SPANS THROUGH 50". 2'-0" FOR DIAMETERS GREATER THAN 42" AND FOR SPANS GREATER THAN 50". PIPE COMPACTION DESIGNS AND BACKFILLS N.T.S. 8" PERFORP Tyr, LEVEL @ 8� WRAP TOP AND SIDES W/ FILTER FABRIC MATERIAL MIFARI 140 OR EQUAL (TYP.) Q Z5_YR=0.18 CFS EL=91.5 6' SECTION N.T.S. 54" CONTROL STRUCTURE RIM= 9*-50 95.21 91.50 88.50 PROFILE N.T.S. GRAVEL INFILTRATION TRENCH DETAIL N.T.S. 2 1 /2_ * TOP OF CURB @ DRIVEWAYS loll 6" MIN. 5" 2 1 /2" EXTRUDED ASPHALT OR CEMENT CONCRETE CURB N.T.S. 5 3/4" Z aa . •L . 1/�4" .. • a d ✓ 5„ 2" 5„ 3�8 oR 6' 12" TYPE C BLOCK NOTE: 1_ 6' LENGTHS ALLOWABLE ONLY WITH APPROVAL OF ENGINEER. 2. BLOCKS SHALL BE PAINTED YELLOW PER WSDOT STANDARDS. OF ENGINEER. BLOCK TRAFFIC CURB TYPE C N.T.S. 0.5' ;B No. 4, TYPE 1 V/ SOLID LOCKING LID R. EL.= 44-9-± 96.84 E.= 89.90 '32.89 z J J 5>, z sloz 0 SLOPE 0.05 FT./FT. Q. a O d a * ad NOTE: TE: 0-2 TOP CURB @ DRIVEWAYS °C CEMENT CONCRETE VERT. CURB & GUTTER o N.T.S. oa I W _ to ca Q' 1' 1. 5' CEMENT 2" CL "B" ACP CONC. CURB & 2" CL. "E" ACP GUTTER (TYP•) 6" GRAVEL BASE 13 th ST. S.E. (LOCAL NON—RESIDENTIAL) N.T.S. z w NEW PVMT. N (SEE PLAN PAVEMENT SLOPES TO 13th ST. S.E. (SEE PLAN SHEET 3) 2" CL. "B" ACP 2" CL "E" ACP 6" GRAVEL BASE ALLEY SECTION N.T.S. RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRA �'S CONSTRUCTION RECORDS. BY DATE:7�/�-� P TITLE/POSITION: awl CONFIRMED BY CIT DATE: EX. GRADE PROJECT REF: 504=-0011$ THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS.' APPROVED BY: �; ,S„�,pL DATE APPROVED: t l • �OZ w 0 CJ a o 0 cV 3 c " ace •y F-- Z J a a v a �I I I to I w � o 00 0-) Q O z � Ln 00 n d o 00 `T z V) mot. J O o � I Q O J Q � 00 W � ,o O O W w o Z W Q O O oN �+, z Uw O W II z N t 0 O O O U) N O Q m m w a �a 0 0 N z z �, N^ Ld ::) Z Z F- LO J o 00 °' IL -Q mzz.. O> 0X irz 0- 0 � I �z W J Z D < N Z m�:N W Cc 1 0 Qz� tY Q i- r,mL0 W QN J 0 QQLj z o � 0 I Q 0 U o 0 00 J q u".) 1— C12 J z a Z d X W a � SHEET 5 OF 5 ju� a 0' 0 .1", LANDSCAPE PLANTING PLAN H O' MOM �j r 'LANT NIA"TERIAL LEGEND . three. ('u/naran Name llotanical ;Name Sr"�' t /rec'.t: %101 Armstrong Maple Acerrubrum "Armstrung 2" cal./II&Il C+iA- —_ , _. _. Pj•rrr.,rrallrry•ana"Capital" -- 2" eal./11&R SI' Shore fine Pinnsconforta 6' hgt./Il&Is 2 t hrub,,: 01.1, Otto Luyken Laurel Primus hruruc•erasrrs "Otto Luj•ken" 18-21"itsS,11 2 OS Osmanthus (hmantlurss burkwoudii 24" htg./coot. s1 nholv;4rum d covers: DLU Coast Leucolhoe Le'nc•uthue axilliar•ie.s I gal/cout. at 36" oc DIA, 11 Day Lilly llenteruealli.t "Anzae" I gal./coal. at 24" oc DIA, Is Day Lilly Ilenteroeallis "Stella du Orra" I gal./cunt. at 24" oc 11 V-1' NIC(literrancan )leather Erica earnea-Purple 1 gal./cow. at 36" oc 1l. I1'I' \ �� Ilypericum Iljl,crirum c•ulreinum I gal./cont.:it 30" oc "' •' • Lawn Sod from Country Grecn Trinity Supreme 1 800 300 1763 GENERAL 1STIZUCTION NOTES 1. O'llmn subgrade by removing all undesirable veplation including grasses, weeds, blackberries, scotch broont and poplar seedlings including roots. l.clvlrt subgrade in landscape areas minimum 6" Wow paving. Remove all debris from site. 2. Mrarvide minimuni 6" depth 60-40 mix from Puget Sound 'Topsoil ,NO EXCEPTIONS (253) 833-0374 in all shrub beds. Scarify subgrade by rotolilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour shrub beds including required berms. 3. Provide minimum 4" depth 6040 mix from Puget Sound Topsoil NO EXCEPTIONS (253) 833-0374 in all lawn beds. Scarify subgrade by rotolilling and add topsoil on surface, mix topsoil and subgrade thoroughly. Add additional topsoil as needed to contour and Wi4lawns. 4. Provide minimum 2" depth Fine blend Lein -fir mulch to all planting beds. Mulch from I'•acific Topsoils, Kent, Washington. Fill all planting beds mid lawn areas to within 1" of top of all curbs and walks. Slope all planting beds and lawn areas to drain. 5. Provide one (1) year warranty for all plant materials and workruanship. 6. Locate• protect and avoid disruption of all above and below grade utilities and site features prior to construction. Contractor is responsible for any resulting damages during construction. Call locate before you dig at 1 800 424-5555. Q7. All work performed shall conform with City of Auburn landscape and irrigation requirements, codes and specifications. 8. Alit plant materials to be specimen quality with full, symmetrical trtltJAnd foliage, unless otherwise noted. Fertilize plantings with "Osn►acote" plant granules. Install by placing at grade level after planted. Amounts to be: 2 cups per tree larger than 3-cal., I cup per 2 ''/," - 1" cal tree, 'V, cup per 5 gal..'/, cup per 2 & I gal., 1/8 cup per 6" & 4" puts. Ostnacaute to be placed at the base of plant after the mulch has been laid. 10. Lawn - Sod from Country Creen Trinity Supreme 1 800 300 1763. Provide soil preparation per note b3. ttr. 'Iisure proper drainage of all planting holes prior to installing plant materials. If planting holes do not drain or if heays• clay soils are evident rontlact landscape architect. 12. Ctntrdivatt drainage, irrigation and lighting with planting plan. 13. Liwatc, protect, and avoid disruption of all above and below grade utilities and site features prior to construction. ('ontractor is responsible for :uty resalting damage during construction. 5CAL.E. I" = lot - d" "OiZT4 HIM. GN P� I 2 " HUI-4)-{ LA-T-rtz �elltEt�lE�rr c> r �' I (MuL-,C-f-1 Tr5 r--9 lj'' � •Gf�l1v,) �UL6fL — F:wlsN i,xAr-�E _ ••r — '' - � t�M�� �-IIZLAP T ��, � � . � �� ; ;.,, •' � � -.;ti;.- •.,: III -nEs �t�,•-1 T� M.L. vim. 1 c�vaT6 n— MIX. (M1x -rY>=r-- FSK 4� a 2 X Fz-- 'r�,At.i,. r�IAM Et�Ic. SHRUB PLANTING DETAIL WrrH I~� ar �1`�.rK.r=�. G uo e �'Uf Of) tJro o ,t :� r--? UP To 11wrL ref Yl RJt�ClF iixG Oy + + �fIN6 Ae-, �.�. z cz Tr�.r, c><Gircu. tx�- N�iter►u^` N►�(C,+u�l. dt,S rv* oN o�WV t�Ts e cN F1 A f l n � r v3 ACVVV � H 6x= c-�NGuI�R) F!c.."�t �:c2owu' 2' !"'U'-.�.1•j I ;Y3� P•?;'-� ,+4f' %�� P' S� �.iini i v�l �.� �LlI i�f /( lI l i cRJ(,Il44,1- Pr}-{(f .'•. s ��•'���C-FiN� 6�c 1=1N1S1 I , t✓tUct� =�j �;lll 1 _ �K l� _ �' \ ��• To "-Fy-GP0NbtMULOi. Zl� I i",I fll I ,� ( j:!11 ear.,,<� Z'i.� iT'f>r-RFeWS yr r i IJ =;; _ r' L �— 2� z, 2+ � •, \ IPA- CIS OUA..a tu ��G�1�f1Li1(+I►I - �IN►�I t �►�a� o NG�=iL' , G�1 �Cr 'o HfKL^t.lei'D� F tSea1. 1 R='-�/� ( ~'�15.^'` 1"t�X r"�—„� gfp.;ct�j �J �.'..� I�lj+l-l�t`Y� •EG1l..f`ID: (M�Ix prE� moll. MIK _•c.:,.a� ���� �':�G S:�x�-� ►.�. �,+cs � -� •(� �75C.) ac�r�u.. �YY�11J6 ��1lrG^P1,G6 c? �- rt �L C, f�1Ftc ; c^ a c'o T' Y,F _!^W� F, Ti woe, �r�Cy`'Tt GROUNDCOM PLAN DETAIL DECIDUOUS TREE PLANMG DETAIL CONIFER TREE PLANTING DE TAWL, 2- PROJECTREF: THIS PLAN SHEET REFLECTS THE CITY OF AUBURN'S MINIMUM LANDSCAPING REQUIREMENTS. Approvect By: Date Approved.'__ RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACT TiON RECORDS. B Y DA.TF.Tf&,,� TITLE/POSIit( . CONFIRMED BY CITY: DATE q tt EM EM _4 M N4K 0 15'�! 5-1 F-trl 5ts LANDSCAPE IRRIGATION PLAN -, 11111111111111W. 01 1(21 to, 20 • MO, ScAI� I'r = lar - C>" F-J4RT� L ;IF, LM2P{�1(-f3 (�•1r6'r- ct4Icr- 66,,VteJL,�,,y Z_ II Gjh�f3 AMP Z . -� m II � 'I f *H WH6 -hlsd I X QUICK COUPLER DETAIL 5• ptrt� F'l.r��� �1�•/rf fir pio (aPi°ii� f4t �1411 w*�t3I�II II I = IRRIGATION LIEGE D IRRIGATION NOTES -MOWN S3nr 1fa,rrr(rrrrrrrtr PSI Radituc (;PIf Lnration 1. Irrigation design and layout assumes minimum 35 lbs. static water pressure 45 GPNI at point of connection. N'erify PSI and GPNI, if discrepancy exists report to Landscape Architect and owner JRain Bird 5cio Series 4'• pop-up w; # I Nuzzle 35 Z6' 0-eo lawn before proceeding. 2. The Landscape Contractor shall inspect the site and verify existing conditions and dimensions prior O Rain Bird 1804 w/ 8F4.a NFPR Plastic nozzle 30 8' 1.16 lawn to bidding and construction. 0 Rain Bird 1804 wl 811-1-a NIPR Plastic nozzle 30 8' 0.58 lassn 3. Irrigation plan is diagrammatic. Adjust pipe, valves and irrigation*ads according to field Rain Bird 1804 w/ 8Q-La NIPR Plastic nozzle 30 8' 0.29 Iawn conditions and plant locations. Report any discrepancies to Landscape Architect. 4. Coordinate irrigation points of connection and location of automatic controller k% General Rain Bird 1,406 w/ 12F NIPR Plastic nozzle 30 12' 2.60 shrub Contractor. 1.0" Water Meter by General Contractor. Coordinate all work with other trades m Rain Bird 1806 w/ i2H NIPR Plastic nozzle 30 12, 1.30 shrub involved. 5. All vales will be placed in valve boxes in a manner which facilitates access for maintenance. Locate • Rain Bird 1806 w/ 1 OF NIPR Plastic nozzle 30 10, 1.57 shrub vales in shrub and ground cover beds unless approved by Landscape architect. No Vale boxes in Ah Rain Bird 1806 w'/ 1011 NIPR Plastic nozzle 30 10, 0.78 shrub lawn areas. 1h Rain Bird 1806 w/ lOQ NIPR Plastic nozzle 30 10, 0.39 shrub 6. All components of irrigation system shall be installed and adjusted to provide adequate coverage and no over spra} onto buildings. windows, or paved areas. Contractor is responsible for proiding a v a Rain Bird 1806 sv/ 15SST '.MPR Plastic nozzle 30 4'x30' 1.21 shrub complete working irrigation system. r% Rain Bird 1806 wI 15EST MPR Plastic nozzle 30 4'x15' 0.61 shrub 7. Contractor is responsible for any damages to building and infrastructure during landscape construction. Bird PEB Series .automatic Control Valve, size per plan and provide Ametek 8. Bury control wires below mainline and tape to mainline every 10' o.c. ®Rain control box and min. 2 cu. ft. pea ;ravel. 9. Flush mainline before installing valves. Flush zone lines before installing nozzles. Test entire system before backfilling trenches. Brass Isolation Val-, e. size per point of connection detail, instaN in 10. Electric Vales and Backflow prevention assembly to be placed in below grade vale boxes and ®Mueller 6" Ametek control box. installed in shrub beds. Verify that valve boxes are not placed where plant materials are to be installed. Provide sleeying under all paved surfaces. Febco Double Check Vale, size per point of connection detail, install in large 11. Provide full cov"e to all lawn and shrub beds. Install additional irrigation heads as necessary_ to Ametek control box per detail. achieve full coyetige and water to all plantings. 12. 120 .AC Electrical power source at controller location shall be provided by others. The Landscape Rain Bird Quick Coupler Valve 44RC, assume 1" unless otherw ise noted on Contractor shall make the final connection from the electrical source to the controller. plan. Provide hose swivel. Install per detail. 13. All irrigation heads to be installed perpendicular to Finish grade unless otherwise specified. 14. Winterizing the system: The irrigation contractor shall install a manual drain valve assembly. Rain Bird ESP 6LX Station Automatic Controller, Install on Espresso building per Draining the mainline,shall be accomplished by introducing compressed air into the system through © Owner. Power by others. Connect to power source the quick coupler +r'* t at the point of connection. 15. Demonstrate working system to building maintenance manager upon eomple;ion and acceptance. Glen Hilton NIC Mini Click 11 Rain sensor with By-pass Switch. Install on building 16. Locate all utilities before digging. Call 1-(300) 424-5555. -J per owner. 17. Install irrigation system in accordance with all applicable codes and ordinances. tl 18. Mount Rain Sensor near top of building. Place in approved location with Landscape architect. Schedule 40 Main Line, size per plan, install at minimum 18" depth below finish 19. From controller install one spare yellow wire to each valve box. All wire splices to be for wire grade. connections: DBY-Direct Bury Splice by 3NL 20. Contractor to provide reproducible mylar As -built drawings to Landscape architect prior to close - Class 200 PVC Lateral Line, size per plan, install at minimum 12" depth below out of job. finish grade. 21. Electrical control wires to be spliced in control boxes only. 22. Asphalt to be remo, ed 4" from behind extruded curb. - -"/- - Schedule 40 PVC Sleeying, size per plan, install at minimum 12" below finish 23. Sprinkler heads to be set on parking lot line. - - - - grade. VALVE NEV Vale Number --_F- Vale Gallons per minute '/© 1A I lL Vale Size /�-- Valve Operating Pressure + Proposed Tree Te�T 0- o���r� h.�• tp �-w �� �-- �}� J POINT OF CONNEC LION DETAIL ,�} (o t�{• �a, ,,,(�,.�� plc It�*4 •,ram ' P�sl� � '� r ZOIV LAO Pi2oR 'To Ui�y�TDHHt o1r ui 2►�rh of oe- �t fL* �� 1 .___. i) M14. - - 0 ft-1W rr tilog � i t .• . s . e ELECTRIC VALV. E. DIETAIL BACKFLOWPREVENTION T7 4- not v tVo�R` 1H �N. H r_vc,E . �4i J "2Ivt: poRT PotrT oNLI, NO POP-UP IRRIGATION HEAD DETAIL 0 s i PP * -7 c2- s