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9339_Civil Plans_09-16-2021LEGAL DESCRIPTION LOT 3, BLOCK 32, MCKENNA IRRIGATED TRACTS AS RECORDED IN VOLUME 9 OF PLATS, PAGE 43, IN THURSTON COUNTY, WASHINGTON. SITE DA TA SITE ADDRESS: 17041 YELM HWY SE, V TAX PARCEL NUMBER: 64303200300 GROSS LAND AREA: 406,495 SF (9.33 AC) EXISTING ZONING: (C-2) HEAVY COMMERi PROPOSED USE. BUILDING GROSS FLOOR AREA: IMPERVIOUS AREA: PARKING REQUIRED: PARKING PROPOSED: AUTOMOTIVE DEALERSh 12,000 SF 354,897 SF (87.3% OF 48 STALLS (1:250 GFA 80 STALLS SER VI CES /UTILITIES SEWER: CITY OF YELM PUBLIC SEWER WATER: CITY OF YELM PUBLIC WATER ELECTRIC POWER: PUGET SOUND ENERGY, INC. NATURAL GAS: PUGET SOUND ENERGY, INC. TELEPHONE. FAIRPOINT COMMUNICATIONS CABLE TV. • COMCAST FIRE PROTECTION: YELM FIRE DISTRICT SHEET INDEX CVR 1 OF 20 COVER SHEET TP1 2 OF 20 DEMOLITION, T.E.S.C. & GRADING PLAN TP2 3 OF 20 T.E.S.C. SPECIFICATIONS TP3 4 OF 20 T.E.S.C. DETAILS PAV 5 OF 20 PAVING AND GRADING PLAN STM 6 OF 20 STORM DRAINAGE PLAN PND 7 OF 20 STORM POND PLAN & SECTIONS RS1 8 OF 20 STANDARD NOTES & DETAILS RS2 9 OF 20 PAVING NOTES & DETAILS RS3 10 OF 20 STORM DRAINAGE NOTES & DETAILS RS4 11 OF 20 MISCELLANEOUS DETAILS WS1 12 OF 20 WATER AND SEWER PLAN WS2 13 OF 20 WATER NOTES & DETAILS WS3 14 OF 20 WATER DETAILS AND SEWER NOTES WS4 15 OF 20 SEWER DETAILS L1 16 OF 20 LANDSCAPE PLAN L2 17 OF 20 LANDSCAPING NOTES AND DETAILS E1.0 18 OF 20 SITE LIGHTING PLAN E2.0 19 OF 20 SIGHT LIGHTING PHOTOMETRIC PLAN E3.0 20 OF 20 LIGHTING DETAILS AN SCHEDULES N O TES: OEX. HOUSE TO REMAIN TEMPORARILY TO BE UTILIZED A: DEVELOPER/OWNER SHALL MAKE THE REQUIRED UPGRAC BUILDING PERMIT PROCESS. OFUTURE CORNER ENHANCEMENT AREA. OFULL MOVEMENT ACCESS UNTIL ROUNDABOUT IS CONSTI ACCESS WILL TRANSITION TO A RIGHT IN & RIGHT OUT. FOR THE APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT. CONTACT THE CITY OF YELM PUBLIC WORKS AND UTILITIES, AT 360-458-8406 FOR ADDITIONAL INFORMATION. CRUZ DE VEL OPMEN T SEC. 29, TWN. 17 N., RNG 2 E., W.M. FOUND MIC 5' NORTH OF GAURD RAIL, WEST SIDE OFLD MCKENNA RD. 3 1/4" ALUM. CAP IN CONC. WSDOT 2012 YELM 5 SCALE: I"=50' 0 25 50 100 VERTICAL DATUM (WSRN) NAVD 88 ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS CONTOUR INTERVAL=1 ' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES HORIZONTAL DATUM NAD 83/11 WASHINGTON SOUTH ZONE ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS LEGEND 123 --- 123---- El E) W SSFM— FU T s Q p REVISION BLOCK NO. DATE DESCRIPTION BY 1 6-18-21 REV. PER NOD APPR. 4/2/21 GJM PROPERTY LINE FUTURE ROW LINE EASEMENT EXISTING CONTOUR PROPOSED CONTOUR EXISTING WOOD FENCE PROPOSED CHAIN LINK FENCE EXISTING WATER LINE (APPROX, LOCATION) EXISTING SEWER FORCE MAIN (APPROX. LOCATION) PROPOSED WATER LINE PROPOSED SEWER FORCE MAIN LINE EXISTING TELECOMMUNICATIONS LINE FOUND MONUMENT AS STATED EXISTING UTILITY POLE EXISTING JUNCTION BOX EXISTING SIGNAL POLE EXISTING PHONE RISER EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT EXISTING MAILBOX EXISTING TREE EXISTING GRAVEL EXISTING PAVEMENT EXISTING CONCRETE PROPOSED PAVEMENT PROPOSED 5' SIDEWALK WSDOT TEMP CONSTRUCTION EASEMENT. v s 11\\\",,♦♦ 9-16-2021 JOB NUMBER 9339 0 Ln J II Q � z U c O cl� Y- C) C) Q Ld W QZ u U 65 Q LI Li 2 C) U I Lo N 2 Q - U J J z w o � W Ct� J C) U Q Z U CN N z z z O 0c � J O � Q W DA TE 9-16-2021 DRAWING NO. 9339BASE HEET 1 OF20 ” ” ” ” “” ” ” ” ” 95 % 95 % 92 % 90 % CONSTRUCTION NOTES O FOR CONSTRUCTION OF DRIVEWAY APPROACH AND ENTRANCE ISLAND SEE DETAILS ON SHEET RS1. O ALL PAVEMENT DIMENSIONS ARE TO EDGE OF ASPHALT OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. ALL SPOT ELEVATIONS ARE TO TOP OF ASPHALT PAVEMENT UNLESS OTHERWISE NOTED. SEE CITY STANDARD NOTES FOR PARKING LOT CONSTRUCTION ON SHEET RS1. SEE ASPHALT CONCRETE PAVEMENT NOTES ON SHEET RS1 FOR ASPHALT PAVEMENT CONSTRUCTION. NATIVE SUBGRADE SHALL BE FREE OF ORGANIC AND DELETERIOUS MATERIAL. O INSTALL CONCRETE WHEEL STOPS AT ALL PARKING STALLS PER DETAIL ON SHEET RS1. SET WHEEL STOPS 18 INCHES FROM EDGE OF ASPHALT TO CENTER OF WHEEL STOP. ENSURE MINIMUM 1 INCH GAP UNDER WHEEL STOP TO ALLOW STORMWATER RUNOFF TO ENTER BIORETENTION CELLS. O INSTALL CEMENT CONCRETE EXTRUDED CURB AROUND ALL LANDSCAPE ISLANDS WITHOUT BIORETENTION CELLS AND AT DRIVEWAY ENTRANCE AS SHOWN. SEE EXTRUDED CURB DETAIL ON SHEET RS1. 50 6–FOOT HIGH CHAIN LINK FENCE (WSDOT TYPE 3) PER WSDOT STD. PLAN L-20.10-03 ON SHEET RS2 OR APPROVED EQUAL. PROVIDE 24–FOOT WIDE SLIDING OR DOUBLE–LEAF SWING GATES AT ALL DRIVE AISLE CROSSINGS. O6 CONSTRUCT 5–FOOT WIDE CONCRETE WALKWAY PER WSDOT STD. PLAN F-30.10.04 ON SHEET RS4. O SEE ARCHITECTURAL PLANS FOR DUMPSTER ENCLOSURE CONSTRUCTION. EX. R/W E/P E/P EX. R/W PROPOSED R/W W CRUZ DE VEL OFAIEN T SEC. 29, T WN. 17 N., RNG. 2 E., EX. R/W E/P E/P EX. R/W kTE EXTRUDED CURB PROPOSED R/W TE EXTRUDED CURB SCALE: 1 "=30' 0 15 30 60 VERTICAL DATUM (WSRN) NAVD 88 ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS CONTOUR INTERVAL=1 ' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES HORIZONTAL DATUM NAD 83/11 WASHINGTON SOUTH ZONE ESTABLISHED USING GPS RTK ROVER CONSTRAINED TO THE WASHINGTON STATE REFERENCE NETWORK (WSRN) STATIONS __ —358- - - - �� LEGEND O _ © 4 N _ RIDGE _ _ O� O _ 2 — — PROPERTY LINE i Q � - - FUTURE ROW LINE 4 4 `-------- EASEMENT 13 5" _ _ _ —1Q, 123 EXISTING CONTOUR �� © W W W W Y I `� S 6 to CO ao _orn – — — 123– — — – PROPOSED CONTOUR / I 20' 24' 20' o © El EXISTING WOOD FENCE / I W358- 9 N e PROPOSED CHAIN LINK FENCE 20' 1 EXISTING WATER LINE —121.00'\ � 24 20 4 w / (APPROX, LOCATION) W i - o EXISTING SEWER LINE W W Q o_ (APPROX. LOCATION) rn- W -------- PROPOSED WATER LINE o S PROPOSED SEWER LINE 4 W y o W 00 rn O T EXISTING TELECOMMUNICATIONS LINE 358. 4 W �` e FOUND MONUMENT AS STATED \ 0) 4 -0- EXISTING UTILITY POLE 4 �/ W \35Z m EXISTING JUNCTION BOX ® EXISTING SIGNAL POLE 3 1YP S> W o EXISTING PHONE RISER \ / I 0_ EXISTING FIRE HYDRANT PROPOSED FIRE HYDRANT I \ W W 3s I 3 358, 33 4 EXISTING MAILBOX ASSUMED FUTURE �\ 4 { EXISTING TREE RIGHT-OF-WAY \ EXISTING GRAVEL (APPROX. LOCATION) \\ / rn 4 EXISTING PAVEMENT EXISTING CONCRETE FM -- \\ FM— F rn 0) PROPOSED PAVEMENT \ PROPOSED 5' SIDEWALK Radius Table 9W_ - W WSDOT TEMP CONSTRUCTION EASEMENT RADIUS # RADII (FT) Northing Easting % / 5 4 6�� I `' C1 30.00 590176.12 1121259.95I RD / i JW C2 30.00 590203.50 1121324.41 C3 5.00 590112.58 1121294.18 ASSUMED FUTURE I C4 20.00 590077.87 1120962.19 1 RIGHT–OF–WAY C5 5.00 590053.46 1120921.52 1 (APPROX. LOCATION) C6 5.00 590135.55 1120918.34 C7 30.00 590101.59 1120998.88 ��/ 17R nn' 24' 20' ALL OTHER CURB OR PAVEMENT RADII NOT CALLED OUT ARE 3'. FOR THE APPLICATION FOR PERMIT TO REMOVE OR DESTROY A SURVEY MONUMENT. CONTACT THE CITY OF YELM PUBLIC WORKS AND UTILITIES, AT 360-458-8406 FOR ADDITIONAL INFORMATION. o FUTURE PAVED TORAGE AREA VEHICLE sslo • E��♦♦�9-16-2021 REVISION BLOCK NO. DATE DESCRIPTION BY 1 6-18-21 REV. PER NOD APPR. 4/2/21 GJM JOB NUMBER 9339 0 J II � � z cn c� O cl� 2 U � U C) p Ld W co LLJ U C) C) U 0) LO I L0 N Q_ (j J J Iz' W O � N O Ld J � Q:� Q Z U CN N z z z 0c J W z J V z QD Q z QJ z Q CL DA TE 9-16-2021 DRAWING NO. 9339BASE HEET 5 OF20 “” “” ” ” ¹³ ¹ ³ z Lu Ir Lu m m m z z w Lu Lu DO En m ------------ N II TOP VIEW INSIDE CORNER BLOCK r TOP VIEW OUTSIDE CORNER BLOCK 1" (IN) R. 2" (IN) R. #3 REBAR - REQUIRED ONLY IN TANGENT BLOCK, WHEN LENGTH EXCEEDS 30" (IN) (1 1/2" (IN) CLR. BOTH ENDS) - SEE STANDARD SPECIFICATION 9.07 2" (IN) R. fo 2" 5" 2" t 1/4" 12" TYPICAL OF ALL END VIEW INSIDE CORNER BLOCK 18" (IN) RADIUS BLOCK 23" 30" (IN) i , , R. 14" `\ ' R. 45" OUTSIDE CORNER BLOCK 30" (IN) RADIUS BLOCK 45 ISOMETRIC VIEWS TOP VIEW 18" RADIUS BLOCK TOP VIEW INSIDE RADIUS BLOCK TOP VIEW 30" RADIUS BLOCK 1" (IN) R. m fq �1 12" SECTION OA CURB RADIUS TABLE 3 1/Y' 1 yg, CURB RADIUS DIMENSION A DIMENSION B DIMENSION C 3' 12" 2" B" 4' TO 5' 12" 1 1/2" 9" 6' 12" 1" 10' 7' 12" 7/8" 101/4" 8' 18" 1 1/8" 15 314" 9' 18" 1" 16" 10' 18" 7/8" 161/4" 11' TO 13' 18" 3/4" 16 1/2" 14' TO 15' 18" W. 16 314" 16'T0 17' 24" 3/4" 22 112" 1 B' TO 22' 24" 5/8" 22 3/4" 23' TO 29' 24" 1/2" 23" 30' TO 34' 30" 1/2" 29" 35' TO 48' 30" 3/8" 29 1/4" 49'TO60' 30" 1/4" 291/2" OVER 60' USE TANGENT BLOCK, SEE SHEET 1 THIS TABLE LISTS THE CALCULATED DIMENSIONS FOR CASTING BLOCKS SUITABLE FOR CONSTRUCTING VARIOUS CURB RADII. CURVED BLOCKS, OR BLOCKS WITH DIFFERENT DIMENSIONS MAY BE ACCEPTABLE WITH PRIOR APPROVAL OF THE ENGINEER. 29, T WN. 17 Ne, RNG 2 E., W.M. SEC. �.r oR IFA sy/ `® N. �O�cl' fyt 245 7 ,4� ♦��� �GIS SJONAL Bakotich, Pasco Apr 22 2014 9:18 AM C.. PRECAST SLOPED MOUNTABLE CURB STANDARD PLAN F-10.62-02 SHEET 1 OF 2 SHEETS APPROVEDFOR PUBLICATION 70 4 n , , BaWfich, Pasco .�. Apr 22 2014 9:18 AM Adft STATE DESIGN ENGINEER T Washington State Department of Tronsporfation TOP VIEW OUTSIDE RADIUS BLOCK INSIDE RADIUS BLOCK OUTSIDE RADIUS BLOCK ISOMETRIC VIEWS pp WAsy/'0`® r e � r �O * 24557 O BGI S T 9V 1, �s(ONAL $Bakot�G 22 2, Pasco Apr �. Apr 22 2014 9:20 AM cute" PRECAST SLOPED MOUNTABLE CURB STANDARD PLAN F-10.62-02 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION /5. &'Sr Apr 2220149:20AM STATE DESIGN ENGINEER as I/ WhingtoHm n State D•poent of Transportation WAV CHAIN LINK FENCE TYPE 3 OR 4 - . PAY LIMIT GATE POST (TYP.) - 3 112" (IN) y ! DIAM. (NOM., SCH. 40) W PULL POST HOG RINGS - SPACED w @ 24" (IN) MAX. (TYP.))� m TENSION HARE J m m FABRIC BAND (TYP.) O STRETCHER BAR (TYP.) BOTTOM TENSION WIRE (TYP.)(NOT REQUIRED FOR CHAIN LINK FENCE TYPE 4) TENSION WIRE TENSION W RES CHAIN LINK FENCE FABRIC J Y - 0" -CHAIN LINK FENCE TYPE 3 2'- 0" - CHAIN LINK FENCE TYPE 4 DOUBLE 14 FT. CHAIN LINK GATE - PAY LIMIT DOUBLE 20 FT. CHAIN LINK GATE - PAY LIMIT 14-0" OR 20'-0" TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. MATCH FENCE TOP HINGE - 180" SELVAGE (TYP.) SWING (TYP.) TRUSS ROD (TYP.) 12" ROUND (IVPs) MATCH FENCE SELVAGE (TYP.) DOUBLE GATE BOTTOM HINGE - LC 180° SWING (TYP.) - NOTES 1. Materials shall meet the requirements of Standard Specification 9.16. 2. For connection details, see S heet RS4 CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT 10' - 0" (TYP.) PULL POST I - TENSION WIRE TENSION WIRE TENSION WIRES HOG RINGS - SPACED L @ 24" (IN) MAX. (TYP.) CHAIN LINK FENCE TYPE 3 OR 4 - SINGLE 6 FT. CHAIN LINK GATE - CHAIN LINK FENCE TYPE 3 OR 4 - PAY LIMIT GATE POST (TYP.) - 3 1/2" (IN) PAY LIMIT PAY LIMIT HOG RINGS -SPACED DIAM. (NOM., SCH. 40) B' -11. 10' - 0" (TYP.) PULL POST @ 24" (IN) MAX. (TVP.) i PULL TENSION WIRE FOR GATE POST - POST TOP HINGE - I TENSION HARE 90" SWING `REQUIRED ONLY ON HINGE SIDE TENSION WIRE FABRIC BAND (TYP.) STRETCHER BAR (TYP.) BOTTOM TENSION WIRE (TYP.) (NOT REQUIRED FOR - CHAIN LINK FENCE TYPE 4) 10'- 0" MAX. END OR CORNER POST TENSION WIRE TENSION WIRE CHAIN LINK FENCE FABRIC J 3'- 0" - CHAIN LINK FENCE TYPE 3 2'- U- CHAIN LINK FENCE TYPE 4 10'- 0" MAX. CONCRETE POST BASE (TYP.) TRUSS RODS BOTTOM HINGE-, UC 90" SWING _ TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. 12" ROUND (IVPs) SINGLE GATE rrr r • r r r '• i3��:•ii E ------ --%'y"A` tr • r r :O;i'ii•: � .O;i•J:•i'J-••'••�iii'4 i�;i;i;i;iiiii4iii••'•iii;, r..... 2yo.; opo.. .3:% ...... ^ .....•.0..00❖%•2::do•oo• .....00•: I � s POST AND RAIL SPECIFICATIONS 3 1/Y' 1 yg, PULL POST - SPACED HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (in) @ 1000' (FT) MAX. PIPE ROLL FORMED POST C C E I NOW SIZE CHAIN LINK FENCE Fabric to the Tension Wire within the (SCH. 40) SECTION WEIGHT SHEET 1 OF 2 SHEETS I.D. APPROVED FOR PUBLICATION (Iblft) FENCE LINE - FABRIC LOOP - 2 SIDES Y Z END, CORNER, OR PULL POST 2 112" DIAM. O 5.1 D 4. Fencing shall be used for security and boundary delineation only. LINE OR BRACE POST 2" DIAM. O2 1.85 TENSION WARE TENSION WARE HOG RINGS ^ SPACED @ 24" (IN) MAX. (TYP.) iV WAS#I C P, 34363 GISTS 8g/ONAL Barry, Ed May 6 2014 3:57 PM CHAIN LINK GATE STANDARD PLAN L-30.10-02 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION lu"11101414U PM STATE DESIGN ENGINEER Wmhington S1ala Dapanneen of TransporlaMmn STRETCHER BAR (TYP.) TENSION WIRE METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. rxiinriixuiuizv CHAIN LINK NOTES PULL POST - SPACED HOG RINGS (TYP.) - 1. All Concrete post bases Shall be 10" (in) @ 1000' (FT) MAX. SPACED @ 24" (IN) MAX. minimum diameter. D TENSION WIRE BRACE POST 2. Along the top and bottom, using Hog GJM Rings, fasten the Chain Link Fence CHAIN LINK FENCE Fabric to the Tension Wire within the TYPES 3 AND 4 limits of the first full fabric weave. SHEET 1 OF 2 SHEETS 3. Details are illustrative and shall not APPROVED FOR PUBLICATION limit hardware design or post selection TENSION WIRE Of any particular fence type. STATEDESIGNENdNEER DS'' Washington State DeparlmaM of Twnspert "on 4. Fencing shall be used for security and boundary delineation only. 5. For connection details, see sheet STRETCHER BAR (TYP.) RS4 TIE WIRES (TVP.) - SPACED @ 14" (IN) MAX. STRETCHER BAR CHAIN LINK FENCE FABRIC TENSION VIRE `) h i �. POST FABRIC CONCRETE POST - FABRIC BAND WITH BASE (TYP.) CARRIAGE BOLT AND NUT - SPACED 15" (IN) MAX. PULL POST •- SPACED HOG RINGS (TYP.) - @ 500' (FT) MAX SPACED @ 24" (IN) MAX. [13� r- TENSION WIRE BRACE POST STRETCHER BAR (TYP.) TENSION WIRE METHOD OF FASTENING STRETCHER BAR TO POST TIE WIRES (TYP.) - SPACED @ 14" (IN) MAX. rxiinriixuiuizv CHAIN LINK ,�V OW WAsy/,, a� y�� ,• ��� FENCE FABRIC G �` BY 1 6-18-21 10 9 34363 FGISTS GJM ss/ONAL ��,G Barry, Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION p / Carpenter, Jeff Jul 14 2015 11:24 AM off STATEDESIGNENdNEER DS'' Washington State DeparlmaM of Twnspert "on REVISION BLOCK NO. DATE DESCRIPTION BY 1 6-18-21 REV. PER NOD APPR. 4/2/21 GJM JOB NUMBER 9339 J �z z vn cl� O cl� Q Q Lv U co LLjU C) C U C}- 07 '4- N Q_ U J J I— z CW C O LO � � J Q U Q zQD U CN N I— cj:� z J O CL 1i:IONALE;-'4111:6, 9-16-2021 DATE 9-16-2021 DRAWING N0. 9339BASE HEET 9 OF20 “” “”“”“” “ ” “ ” “” ” ” ” ” “” “” “” “” “” “” “”“” 1x4 CEDAI ELEVATION VIEW 5 BEVELED CAP t4 CEDAR 2x4 HEM/FIR END VIEW CEDAR ILILARSON AND ASSOCIATES aunue�.ala, °'"'A" ""Q"Ar 8cammana 'a n 4 ■ I -v BOTTOM VIEW SCREENING FENCE DETAIL REVISED DATE: 04.04.01 scuE. N.T.S. CARSON NO. AO A a STANDARD 1 SVrl FILE NAME P:\DETAILS\LARSON\20osrORM\208.DWG SIDEWALK SEE CONTRACT 4' — v w ut-\RR I DrriL LD WITH 6' WIDE SPILLWAY EXTENDED MIDWAY DOWN POND SIDE SLOPE CRUZ DE VEL OFMEN T SEC. 29, T WNe 17 Ne, RNG 2 Ee, W.M. CARSON aAND ASSOCIATES 9027 Pacific Avenue, Suite #4 Tacoma, Washington 98444 (25J) 474-3404 EMERGENCY OVERFLOW SPILLWAY REVISED DATE: SCALE: I04.04.01 N.T.S.FILE NAME, 11mu_Z46=3 NDARD ^'0.221 P:\DETAILS\CARSON\2005TORM\221.DWG 21 x WIDTH VARIES x 1'D LEVEL SPREADER USING 2"-4" QUARRY OVER EXCAVATE AS 5' SPALLS NEEDED TO ACCOMODATE QUARRY SPALLS. LINE ENTIRE SUMP W/MIRAFI FILTER FABRIC OR APPROVED EQUAL LEVEL SPREADER SUMP DETAIL N. T. S. ( ) FOR SIDE TREATMENT SIDEWALK 6 1/2" 11- 0" 1' - 0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) ROUNDING 20°701 1/2" (IN) R. (TYP.) CURB NOT INCLUDED IN BID ITEM 1/2" (IN) R. (TYP.) 2.0% MAX SEE STANDARD PLAN F-10.12 1 2.0% MAX._ 'v SEE RAISED EDGE 3/8" (IN) PREMOLDED DETAIL -THIS SHEET JOINT FILLER WITH RAISED EDGE O FINISHED GRADE V (IN) BELOW 2'- 0" SIDEWALK TOP OF CONCRETE SURFACE MIN. (SEE CONTRACT) 1/2" (IN) R. (TYP.) ROUNDING CURB NOT INCLUDED IN BID ITEM - _2.0% 1 2.0% MAX. SEE STANDARD PLAN F-10.12 3/8" (IN) . — — g�� pY\ PREMOLDED WALL OR BARRIER JOINT FILLER ADJACENT TO CURB (STEEP FILL SLOPES) V -0"l SIDEWALK 1/2" (IN) R. 00 ALL CUT MIN. (SEE CONTRACT) SLOPES U 1/2" (IN) R. (TYP.) J - 2.00% 1 - CURB NOT INCLUDED IN BID ITEM -- 2.0% MAX. SEE STANDARD PLAN F-10.12 J O Z aN�� (E � F 3/8" (IN) PREMOLDED JOINT FILLER SEE CURB FACE DETAIL MONOLITHIC CEMENT CONCRETE CURB AND SIDEWALK NOTE 1. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the sidewalk must have slip resistant surfaces, be flush with surface, and match grade of the sidewalk. SIDEWALK p o v 3/8" (IN) PREMOLDED JOINT FILLER SIDEWALK ADJACENT TO WALL DETAIL ADJACENT TO CURB BRIDGE OR PEDESTRIAN RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS �� I (SEE CONTRACT) I 1/2" (IN) R. (TYP.) � I FLUSHft3/8" 2.0% MAX. VERTICAL WALL -EMOLDEDSEE DETAILER (TYP.) ADJACENT TO CURB AND RAILING OR WALL 3'- 0" MIN. FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SEE OTHER SIDEWALK (SEE CONTRACT) (SEE CONTRACT) SECTIONS 1 1/2" (IN) R. 'r 2.0% MAX. (TYP.) / FINISHED GRADE V (IN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVED ADJACENT TO BUFFER STRIP CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 CURB NOT INCLUDED IN BID ITEM - SEE STANDARD PLAN F-10.12 6" s, LEVEL 1/2" 1/2" (IN) R. D 1" (IN) R. D D RAISED EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE PREMOLDED JOINT FILLER OE EXPANSION JOINT SEE CONTRACTION FACE OF CURB JOINT T. v D D' ROADWAY . D , r D c D D fV a 8" CURB FACE DETAIL EXTEND SIDEWALK TRANSVERSE EXPANSION JOINTS TO INCLUDE CURB (FULL DEPTH) BROOMED FINISH (TYP.) 4" (IN) WIDE, SMOOTH -TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) NOT INCLUDED IN BID ITEM SEE STANDARD PLAN F-10.12 CTION JOINT JALK ONLY EXPANSION JOINT IN BOTH a CURB AND SIDEWALK tiG���� ®F WAS/77�C�r a J 444 38777 ISTE O ONAL Michael S Digitally signed by Michael S Fleming Fleming Date: 2020.09.24 07:40:16 -07'00' CEMENT CONCRETE SIDEWALK STANDARD PLAN F-30.10-04 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Date: 2020.09.25 15:43:50 -07'00' STATE DESIGN ENGINEER MAIF Washington State Department of Transportation ISOMETRIC VIEW JOINT AND FINISH DETAIL © CONTRACTION JOINT tV� FABRIC BAND WITH CARRIAGE BOLT AND NUT BRACE BAND WITH -T AND NUT TENSION WIRE BAR END OR CORNER POST DETAIL OA TIE WIRE - SPACED @ 14" (IN) MAX. (TYP.) TENSION WIRE _ _ ____ _ TURNBUCKLE TENSION WIRE BRACE BAND WITH CARRIAGE BOLT AND NUT HOG RING - SPACED @ 24" (IN) MAX. D ;4 BRACE POST DETAIL O TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS ! TURNBUCKLE F] n TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) e�l� L=�j STRETCHER BAR (TYP.) PULL POST (AT END OR CORNER) DETAIL OB TWO-WAY BRACE BAND WITH CARRIAGE BOLTS AND NUTS r+ TURNBUCKLE - ------ TENSION WIRES n TENSION WIRES FABRIC BAND WITH CARRIAGE BOLT AND NUT (TYP.) STRETCHER BAR (TYP.) PULL POST (WITHIN RUN) DETAIL OD 4811 ,,yell This pond is in our care. Stormwater Runoff i s held here after storm s. It is released slowly or stored until the next Pond storm when it is replaced by incoming flows. This helps prevent downstream 2411 flooding and erosion and helps clean the water. For more information or to report littering, vandalism or other problems, call: TEL No. ___ 3-6" (typ.) Pond Name and Number ;VM Sample Specifications: Size: 48 inches by 24 inches Material: 0.125 -gauge aluminum Face: Non -reflective vinyl or 3 coats outdoor enamel (sprayed). Lettering: Silk screen enamel where possible, or vinyl letters. Colors: Beige background, teal letters. Type face: Helvetica condensed. Title: 3 inch; Sub -Title: 1 Y2 inch; Text: 1 inch; Outer Border: Y8 inch; Border Distance from Edge: %4 inch; all text 1 3/d inch from border. Posts: Pressure treated, beveled tops, 1 /2 inch higher than sign. Installation: Secure to chain link fence if available. Otherwise install on two 4" x 4" posts, pressure treated, mounted atop gravel bed, installed in 30 -inch concrete filled post holes (8 -inch minimum diameter). Top of sign no higher than 42 inches from ground surface. Placement: Face sign in direction of primary visual or physical access. Do not block any access road. Do not place within 6 feet of structural facilities (e.g. manholes, spillways, pipe inlets). Special Notes: This facility is lined to protect groundwater (if a liner that restricts infiltration of stormwater exists). NOT TO SCALE Figure III -3.2.4 Example of Permanent Surface Water Control Pond Sign DEPARTMENT OF Revised December 2015 ECOLOGYPlease see http.-IMww.ecy.wa.gou/copyiigM.I tmlfor copyright notice including permissions, State of Washington limitation of liability, and disclaimer. TENSION WIRE oR aAsy��c � r111 �V:: 9�C J 363 S TS ♦��� ss70NAL Barry, Ed Jul 14 2015 11:14 AM CHAIN LINK FENCE TYPES 3 AND 4 STANDARD PLAN L-20.10-03 SHEET 2 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Jul 14 2015 11:25 AM STATE DESIGN ENGINEER cosi n Aft Washington State Department of Transportation REVISION BLOCK D- -'OV S 36 2 6-18-21 REV. PER NOD APPR. 4/2/21 GJM T soi AV 70 VING 9-16-2021 REVISION BLOCK NO. DATE DESCRIPTION BY 1 6-18-21 REV. PER NOD APPR. 4/2/21 GJM JOB NUMBER 9339 J � z z E o � U � U C) U U LLJ Ld Ct� _ C:I (j L0 1 N 2 EL U J J LLJ ZE CL O :E- LLJN O LLJ J C) ( Q U U N z o Ct� CILCL J Q Ld co o I ~LI � :__j Nl_ N L.Li to Ln CN Q w U Nl_ 00 rn w Q Z �� N O Q O DA TE 9-16-2021 DRAWING NO. 9339BASE HEET 11 OF 20 “” ” “” “” JOB NUMBER CRUZ DE VEL OFMEN T 9339 SEC. 29, T WN. 17 N., RNG 2 E., W.M. J � z z c o � o oLu U C. W 2 LLJ U LLJ LLJ L WATER TIGHT CAP FINISHED GRADE WATER TIGHT CAP I I 14 GAUGE TONING WIRE I Z I 14 GAUGE r j TO GRAVITY SIDE SEWER I [TONING WIRE N 24"0 RISER, I TO SERVICE CONNECTION CASE BY I CENTER OVER aO BOX CASE I N INLET TEE - _ I L I a U J J F�- In Lu W ZE CLIn Lu WN U (LIQUJ Lu o Q 6" MIN BEDDING N NOTE: U CC 1. FOR THE APPROPRIATE FLOAT LEVELS, SEE DRAWINGS #5-13, #5-14 AND 15-15 (SIMPLEX, DUPLEX AND TRIPLEX) AS THEY APPLY. Ell- ct z O D_ JCIL CC Q CL ujW CITY OF YELM APPROVED BY DWG. N0. co 1,250 GALLON -1500 GALLON PUBLIC WORKS DIRECTOR DATE 5-10 CONCRETE STEP TANKS DES. D MKD KDTYPICALDATE 10/2019 Q _ o I � �� N Ll Q W � • d- U � co Urn Q Z '� N O Q O U v / ...:. 17 1- cli LdCITY 01 YlLM VA ���3: DD 1 F '!-w �yO38 , 10 :� x: j v 1 � �o�''� � 11 S,S,ION . E��l �� 9-16— 2021 1�1���������� DA TE 9-16-2021 DRAWING NO. WS4 9339BASE SHEET 15 OF20 6" 6" IN. NATIVE OR SELECT BACKFILL AS - DIRECTED BY ENGINEER. g" W U oz 0 � w J m (O � BEDDING MATERIAL FOR CONCRETE TANK SHALL BE PER MANUFACTURE SPECIFICATION CITY OF YELM APPROVED BY DWG. N0. CONCRETE TANK BEDDING PUBLIC WORKS DIRECTOR DATE 5-17 DATE DES. MKD D�MKD Ld 10 K � N0. �I I 200 GAL 1" AIR RELEASE VALVE OR 2" I I I I � 4"0 ORFICE REV. PER NOD APPR. 4/2/21 I I 1,00 GAL - 1,500 GAL BOLT ON FIBERGLASS LID BY I I 950 GAL ORENCO OR EQUAL I I CARBON FILTER INSULATION BE WITHIN 1"t 1/4" CAPAICITY) COMPACTED BACKFILL I I I I COPPER TONING WIRE EXISTING GROUND L --J 2'-0" TAIL INTO RISER 5 BAFFLE 2 3 VOLUME 1 3 VOLUME REVISION BLOCK N0. DATE DESCRIPTION 1" AIR RELEASE VALVE OR 2" MANHOLE RING AND COVER * COMBINATION AIR RELEASE REV. PER NOD APPR. 4/2/21 21"0 RIBBED PVC RISER W/ ALVE &VACUUM VALVE FIBERGLASS LID FOR LIFTING BOLT ON FIBERGLASS LID BY THE SURFACE ORENCO OR EQUAL 2" RIGID FINISH GRADE SHALL CARBON FILTER INSULATION BE WITHIN 1"t 1/4" DIRECT BURY 14 GA. COMPACTED BACKFILL OF TOP OF LIP. COPPER TONING WIRE EXISTING GROUND 3 2'-0" TAIL INTO RISER 5 •�� 1 -MAX. wo m U W EQUAL. GATE VALVE, MJ x MJ MANHOLE RING AND COVER SIZES: �• I �` *21" PVC RISER REQUIRES 24" RING &ALUMINUM COVER � 14 GAUGE TONING WIRE 24" PVC RISER REQUIRES 30" RING &ALUMINUM COVER �w Z 1 /2" PVC TRUE UNION BALL VALVE ? =? CITY OF YELM APPROVED BY DWG. N0. 5-19 RISER (TRAFFIC RATED) � 1" PVC TRUE UNION BALL VALVE DATE 10/2019 DES.MKD D�MKD CKDDMM 1. 1,000 - 1,500 GAL. TANKS SLOPE UP _ FOR VALVES 2" AND LARGER CITY OF YELM .- OLYPROPYLENE 1" SCHEDULE 40 PVC STRAINER FLOAT SETTING VAULT DIMENSIONS 1" PVC ELL. SLxTH DATE DES.MKD D�MKD CKDpMM 1" SCHEDULE 80 PVC IPT NIPPLE FOR SIMPLEX PUMP VAULT SELF TAPPING PVC SADDLE ROMAC W W O O Q Q w � Z W MODEL 304 OR EQUAL MINIMUM OF 8" OF PEA PRESSURE SEWER MAIN GRAVEL BACKFILL FOR � \ N $' x J O VJ DRAIN NOTE: Zww K n ® PLACE IN ANON -TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT 7 � � OU WELDED. CITY TO FIELD LOCATE. � d � N W CITY OF YELM APPROVED BY DWG. N0. 10/2019 TYPICAL SEWER AUTOMATIC AIR PUBLIC WORKS DIRECTOR DATE bMM DES.MKD D�MKD CKDDMM RELEASE VALVE 0/2019 REVISION BLOCK N0. DATE DESCRIPTION 1" AIR RELEASE VALVE OR 2" MANHOLE RING AND COVER * COMBINATION AIR RELEASE REV. PER NOD APPR. 4/2/21 21"0 RIBBED PVC RISER W/ ALVE &VACUUM VALVE FIBERGLASS LID FOR LIFTING BOLT ON FIBERGLASS LID BY THE SURFACE ORENCO OR EQUAL 2" RIGID FINISH GRADE SHALL CARBON FILTER INSULATION BE WITHIN 1"t 1/4" DIRECT BURY 14 GA. COMPACTED BACKFILL OF TOP OF LIP. COPPER TONING WIRE EXISTING GROUND 3 2'-0" TAIL INTO RISER 5 •�� 1 -MAX. wo m U W EQUAL. GATE VALVE, MJ x MJ MANHOLE RING AND COVER SIZES: �• I �` *21" PVC RISER REQUIRES 24" RING &ALUMINUM COVER � 14 GAUGE TONING WIRE 24" PVC RISER REQUIRES 30" RING &ALUMINUM COVER �w Z 1 /2" PVC TRUE UNION BALL VALVE ? =? CITY OF YELM APPROVED BY DWG. N0. 5-19 RISER (TRAFFIC RATED) � 1" PVC TRUE UNION BALL VALVE DATE 10/2019 DES.MKD D�MKD CKDDMM 1. 1,000 - 1,500 GAL. TANKS SLOPE UP _ FOR VALVES 2" AND LARGER CITY OF YELM .- OLYPROPYLENE 1" SCHEDULE 40 PVC STRAINER FLOAT SETTING VAULT DIMENSIONS 1" PVC ELL. SLxTH DATE DES.MKD D�MKD CKDpMM 1" SCHEDULE 80 PVC IPT NIPPLE FOR SIMPLEX PUMP VAULT SELF TAPPING PVC SADDLE ROMAC W W O O Q Q w � Z W MODEL 304 OR EQUAL MINIMUM OF 8" OF PEA PRESSURE SEWER MAIN GRAVEL BACKFILL FOR � \ N $' x J O VJ DRAIN NOTE: Zww K n ® PLACE IN ANON -TRAFFIC AREA, UNION JOINTS SHALL BE SOLVENT 7 � � OU WELDED. CITY TO FIELD LOCATE. � d � N W CITY OF YELM APPROVED BY DWG. N0. 5-12 TYPICAL SEWER AUTOMATIC AIR PUBLIC WORKS DIRECTOR DATE DA DES.MKD D�MKD CKDDMM RELEASE VALVE 0/2019 ap REVISION BLOCK N0. DATE DESCRIPTION CONTRACTOR TO EPDXY TWO 1" MANHOLE RING AND COVER * PVC PIPE PIECES 1" LONG TO REV. PER NOD APPR. 4/2/21 CONCRETE COLLAR FIBERGLASS LID FOR LIFTING 30"0 RISER � THE SURFACE 1" 2" g" X12" X 12" CRUSHED ROCK 3 DIRECT BURY 14 GA. COMPACTED BACKFILL 1 f2" CLR. COPPER TONING WIRE RISER WITH FIBERGLASS LID TONING WIRE, BRING TO SURFACE IN VALVE BOX DRILL 1/2" HOLE OR SLOT FOR WIRE 2'-0" TAIL INTO RISER ORENCO SYSTEMS, INC., OR o wo m U W EQUAL. GATE VALVE, MJ x MJ MANHOLE RING AND COVER SIZES: PVC BIOTUBE 2 - �4 BARS *21" PVC RISER REQUIRES 24" RING &ALUMINUM COVER STEP TANK 24" PVC RISER REQUIRES 30" RING &ALUMINUM COVER �w 30" PVC RISER REQUIRES 36" RING &ALUMINUM COVER CITY OF YELM APPROVED BY DWG. N0. 5-19 RISER (TRAFFIC RATED) PUBLIC WORKS DIRECTOR DATE DATE 10/2019 DES.MKD D�MKD CKDDMM 1. 1,000 - 1,500 GAL. TANKS REVISION BLOCK N0. DATE DESCRIPTION FINISHED GRADE VALVE NUT EXTENSIONS REQUIRED 6-18-21 REV. PER NOD APPR. 4/2/21 TO BRING NUT TO WITHIN 24" OF �o 30"0 RISER � THE SURFACE ALARM HIGH LEVEL 3 5" ON 3.5" 3 OFF 3.5" 1 f2" CLR. REDUNDANT OFF TONING WIRE, BRING TO SURFACE IN VALVE BOX DRILL 1/2" HOLE OR SLOT FOR WIRE � o wo m U W N 000 GATE VALVE, MJ x MJ PVC BIOTUBE 2 - �4 BARS DO STEP TANK �w i o 6" MIN. BEDDING M �' � NOTES: 1. 1,000 - 1,500 GAL. TANKS FOR VALVES 2" AND LARGER CITY OF YELM APPROVED BY DWG. N0. DWG. NO. 5-13 FLOAT SETTING VAULT DIMENSIONS PUBLIC WORKS DIRECTOR DATE DATE DES.MKD D�MKD CKDpMM DA 10/2019 FOR SIMPLEX PUMP VAULT W W O O Q Q w � Z W U, REVISION BLOCK N0. DATE DESCRIPTION BY VALVE NUT EXTENSIONS REQUIRED 6-18-21 REV. PER NOD APPR. 4/2/21 TO BRING NUT TO WITHIN 24" OF �o VALVE BOX, RICH N0. 910 OR THE SURFACE EQUAL W/ COVER MARKING TO READ "SEWER" 3 2" ASPHALT OVER 4" 1 f2" CLR. CONCRETE SLAB 2' x 2' CENTERED ON VALVE w/ 4-�4'S EACH WAY TOP TONING WIRE, BRING TO SURFACE IN VALVE BOX DRILL 1/2" HOLE OR SLOT FOR WIRE 6" PVC PIPE ASTM o wo m U W D-3034 (WHITE) GATE VALVE, MJ x MJ PVC SEWER MAIN 2 - �4 BARS DO NOT COVER BOLTS �w W/ CONCRETE o UNDISTURBED SOIL M �' � CONCRETE SUPPORT BLOCK FOR VALVES 2" AND LARGER Q � N Z w Z DWG. NO. O 5-21 TYPICAL SEWER MAIN LINE GATE VALVE PUBLICVWORKS DIRECTOR DATE DA 10/2019 DES. ID D�MKD �DMM W W O O Q Q w � Z W REVISION BLOCK N0. DATE DESCRIPTION BY 1 6-18-21 REV. PER NOD APPR. 4/2/21 GJM �o 3 � o wo m U W w � �w o Z = N 'rk o cn � � U � w = O Q � N Z w Z d' Z O W W O O Q Q w � Z W U, � \ N $' x J O VJ Zww K n ® a Z � Q OU � � 7 � � OU � d � N W ap s• �� z s.: ¢ w =E 1_31 Q U O cV > s. � d � cD O m W � a > - v, o 3 °e J CL Lu o a ao w � � U � W � m U Z O U CITY OF YELM APPROVED BY DWG. N0. Y�,�UN 5-20 PUBLIC WORKS DIRECTOR DATE END OF LINE CLEANOUT DATE 10/2019 �� DES. ID D�MKD CKDDMM REVISION BLOCK N0. DATE DESCRIPTION BY 1 6-18-21 REV. 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REVISED PER COMMENTS AND NEW BASE PLANC. REVISED PER NEW BASEKnow what'sbelow.before you dig.CallR0505010025PLANT LEGEND TREESSYMBOLQTYDESCRIPTIONSIZE25Amelanchier alnifolia Serviceberry2" Cal. MinWell Formed8Cornus nutallii Pacific Dogwood2" Cal. Min.Well Formed83Thuja plicata 'Green Giant' Green Giant Cedar6' Ht. Min.Full / Compact SHRUBS & GROUND COVERSSYMBOLQTYDESCRIPTIONSIZE518Rosa gymnocarpa Wild Rose1 Gal. Min.606Cornus sericea 'Kelseyi' Kelsey's Dwarf Red-Osier Dogwood1 Gal. Min.1525Scirpus microcarpus Small Fruited Bulrush1 Gal. Min.553Gaultheria shallon Salal1 Gal. Min.47Berberis aquifolium Tall Oregon Grape1 Gal. Min.Arctostaphylos uva-ursi Kinnikinnick1 Gal. @24"O.C.Triangular SpacingHydroseed for Typical Lawn AreasSUNMARK NATIVE ECOTURF-Sunmark Seeds www.sunmarkseeds.comBotanical Name Common Name % by WeightFestuca rubra Native Red Fescue 45%Bouteloua gracilis Blue Grama 25%Buchate dactyloides Buffalograss 20%Koeleria macrantha Prairie Junegrass 7%Trifolium fragiferum Strawberry Clover 3%1 lbs per 1,000 SF or 43.67 lbs per acreT1T5T13S1T6TYPICAL PARKINGAREA PLANTINGDETAILTYPICAL PERIMETERSWALE AND POND PLANTING DETAILNN020204010TYPICAL ENTRYPLANTING DETAILN 21122112LSCNONEKLOKLO1:1N.T.S.LANDSCAPENOTES& DETAILSL222www.naturebydesigninc.com1320 Alameda Avenue, Suite B, Fircrest, WA 98466253.460.6067GROUNDCOVER PLANTING DETAILNo ScaleEQUIDISTANTE Q U I D I S T A N T EQUIDISTANT(X)(X)DISTANCE (X) PER PLANT LEGENDNOTES:ALL GROUNDCOVER SHALL BE PLANTED AT EQUAL TRIANGULARSPACING AS SPECIFIED IN THE PLANT LEGEND.LOCATE GROUNDCOVER ONE-HALF OF SPECIFIED ON-CENTERSPACING FROM ANY CURB, SIDEWALK OR OTHER HARD SURFACE. 2 X BALL DIA.NOTES:1. PLANTING BACKFILL:50% EXISTING SOIL, 50% 1/4 MINUSCOMPOST, MIXED THOROUGHLY2. FOR MULCH TYPE SEELANDSCAPE NOTES.3. IF B&B AND BURLAP ISGREEN IN COLOR. REMOVE COMPLETELYBEFORE INSTALLING PLANT.SHRUB PLANTING DETAILNo ScaleWHEN PLANTING ON A STEEP SLOPE,MAINTAIN PLANT IN VERTICALPOSITION WITHIN PLANTING PIT.MAKE A RIM ON DOWNSLOPE SIDE OFPLANT PIT TO RETAIN WATER.MULCH TO DEPTHSPECIFIED IN NOTESFORM CONTINUOUS RIMBACKFILL W/ BACKFILL MIXTURE ASINDICATED IN NOTE IN 9" LAYERS.WATER AND TAMP TO REMOVE AIR POCKETSREMOVE ALL WIRE WRAPAND PLASTIC WRAP.REMOVE BURLAP FROMTOP OF ROOT BALLMULCH & TOPSOIL OR AMENDED BASE,REFER TO LANDSCAPE NOTES FOR DEPTH34"6" FROM BASEOF BRANCHING1.5"12" 2 X BALL DIA.ENSURE PROPER SUBBASEEXISTS; CLEAR ALLCONCRETE AND OTHERDEBRIS FROM PLANTERSPRIOR TO BACKFILLINGAND PLANTINGNOTES:1. PLANTING BACKFILL:50% EXISTING SOIL, 50% 1/4 MINUSCOMPOST, MIXED THOROUGHLY2. FOR MULCH TYPE SEELANDSCAPE NOTES.3. IF B&B AND BURLAP ISGREEN IN COLOR. REMOVE COMPLETELYBEFORE INSTALLING PLANT.DECIDUOUS TREE PLANTING &STAKING DETAILNo ScaleWHEN PLANTING ON STEEP SLOPE,MAINTAIN PLANT IN VERTICALPOSITION WITHIN PLANTING PIT.MAKE A RIM ON DOWNSLOPE SIDE OFPLANT PIT TO RETAIN WATER,DECIDUOUS TREEINTERLOCKING PLASTIC TREE TIESOR AGENCY APPROVED EQUAL(2) 2x2 OR 2" DIA. WOOD STAKESDRIVEN INTO SUBGRADE OR SIM.METHODFORM SAUCER WITHCONTINUOUS RIMTOP SOIL OR AMENDED BASE, REFERTO LANDSCAPE NOTES FOR DEPTHWHEN B&B REMOVE ALLWIRE AND ROLL BURLAPOFF TOP OF ROOTBALLSCARIFY SIDES OF PIT,BACKFILL WITH SOILMIXTURE INDICATED IN THE NOTES IN9" LAYERS. WATER AND TAMP TOREMOVE AIR POCKETS3" MULCHKnow what'sbelow.before you dig.CallRGENERAL LANDSCAPE NOTES1. Contractor is responsible for obtaining all necessary permits from the appropriate agency prior to commencing work. Contractor shallcontact Line Locators (811) a min. of 48 hours prior to any digging or trenching. If there are any discrepancies with existing lines andlandscaping, it is the contractor's responsibility to contact the landscape architect and request a site visit to address the conflicts.Contractor shall comply and conform to any and all local and state codes for work, schedules and any other project relatedrequirements.2. Contractor shall coordinate directly with the landscape architect for all landscape related issues, concerns, inspections and approvals.Contractor shall provide the landscape architect with a written request for a site visit to address any related items.3. Scope of work shall include any and all specified and unspecified but related incidental work to achieve the design indicated on thelandscape plans. All labor, materials, subcontractors, equipment, and related incidental items shall be supplied and installed to achievea complete project, unless directed otherwise by the general contractor or landscape architect.4. Contractor to verify all sub grades are set below required amendments to insure the finished grade will match what is intended by civilor drainage design. All sub grades and finished or final grades shall be graded to drain to the designed drainage system with positivedrainage away from all structures.5. Grade Preparation:a. Slopes used for grass plantings or turf shall be less than 3:1 or 33 percent. Otherwise plantings should not require mechanized mowingequipment.Soil Preparation.a. Where soils are compacted, planting beds should be deep tilled to a depth of at least 12 inches. Soils shall be enhanced through theaddition of the following materials: bark and forestry by-products, organic matter such as composted yard waste, organics and otheramendments as needed through a soils test. Where Pit Planting, see planting detail for planting ring sizes and depths. Scarify theedges of planting pits to encourage root expansion.b. On project sites where topsoil is limited or nonexistent, a minimum depth of 6 (six) inches of sandy loam topsoil should be tilled intothe soil to a depth of 12 inches through all planting areas with compacted soils.c. For all newly planted areas, three cubic yards of composted organic matter per 1,000 square feet of landscape area should beadded to a depth of four inches to the top of the soil and Tilled in.d. Seeded areas shall be fine graded and rolled. New Soil depths in lawn areas shall be 4 Inches.2. Mulching of Newly Planted or Replanted Areas.a. Mulches must be applied to the following depths: a minimum 3 (three) inches over bare soil, and two inches where plant materialswill cover.b. Mulches must include organic materials, such as wood chips and shredded bark.c. Nonporous materials, such as plastic sheeting, shall not be used in any area of the landscape because of down-slope erosion andpotential soil contamination from herbicide washing.d. Mulch should be applied regularly to and maintained in all planting areas to assist soils in retaining moisture, reducing weed growth,and minimizing erosion.7. Contractor shall field layout all plant material and contact the landscape architect for a site visit to approve the layout. Any fieldmodifications shall be done by the landscape architect prior to planting.8. Contractor shall immediately notify the landscape architect of any poor drainage condition in landscape areas. No standing water shallbe permitted in any landscape areas - either on the surface or below the topsoil. The landscape architect shall coordinate the drainagesolution with the general contractor and civil engineer. Once the concerns have been remedied planting shall commence.9. All groundcover to be planted in a triangular spacing formation, equal in all directions to the centers of the groundcovers in distancesindicated in the legend. Contractor shall verify all quantities of groundcovers by area calculations and spacing requirements.10. Landscaping is to be per plan. Plant substitutions due to availability or otherwise will be allowed only with landscape architect, ownerand agency approval. Any substitutions will be with material of similar size, growth characteristics, and quality.11. All trees must be staked as necessary so as to maintain material in a healthy, vigorous growing condition.12. Landscaping shall be installed in a professional workmanlike manner that is consistent and accepted throughout the industry. Alllandscape and irrigation work shall be performed by experienced persons familiar with scope of project.13. All landscape material and labor is to be guaranteed for a period of one full year from the time of completion.14. When planting 'Balled and Burlapped' product, remove all burlap, string & wire from any B&B plant material, cut and remove jutestrings. Gently place in tact Rootbal into planting pit. If rootball breaks or is not solid - the plant is unacceptable and shall be replaced.15. Street trees shall have caliper size of at least 2" measure per American Association of Nurserymen Standards.16. Street trees shall be high branching with canopy that starts at least 6' above finish grade.17. All plant I.D. tags are to remain on the plant material until final inspection has been completed. Once approved all plant I.D. tags shallbe removed and discarded appropriately.18.Trees shall be cared for in accordance with the American National Standards Institute (ANSI) standard practices for trees, shrubs andother woody plant maintenance (ANSI 300) in order to allow them to reach there mature height and form.19. Pruning of street trees shall be performed per the ANSI 300 standards so as to maintain the natural form of the tree, encouragevigorous growth to a mature spread and height, and avoid weakening the tree to create a hazard. Street trees shall not be toppedpollarded, or otherwise pruned in a manner contrary to these goals, unless there is no practicable alternative that would preserveessential utility services.20. Plant material selected is drought tolerant or native species. The project proponent shall be responsible for maintaining and wateringall plant material throughout the first growing season and in times of drought. Temporary irrigation shall be provided via TREEGATOR BAGS attached to each tree. A temporary method for watering the planting areas shall consist of minimally a hose bibaccess to the area and drip hoses on a battery operated hose bib timer within 75 feet of planting areas. For planting warranties fromcontractor to be ensured, contractor shall be responsible for watering the plant material and keeping the mulch ring weed free forthe first growing season as part of the contract.It is recommended to install the landscaping in the Spring (February - April) or Fall (October - December)when dormant but before hardfreeze.TEMPORARY IRRIGATIONThe project proponent shall ensure that a minimum of one (1) inch of water is supplied each week to the restoration area betweenMay 1 and October 15 for a least the first two years following initial planting. The calculated amount of required water shall include bothnatural rainfall and temporary irrigation.MAINTAIN EXISTINGGRADE WITH THE TREEPROTECTION FENCEUNLESS OTHERWISEINDICATED ON THEPLANS.2" X 6' STEEL POSTSOR APPROVED EQUAL.TREE PROTECTIONFENCE: HIGH DENSITYPOLYETHYLENE FENCINGWITH 3.5" X 1.5"OPENINGS; COLOR-ORANGE. STEEL POSTSINSTALLED AT 8' O.C. - 4' HT. MIN.5" THICKLAYER OF MULCH.NOTES:1- SEE SPECIFICATIONS FOR ADDITIONAL TREEPROTECTION REQUIREMENTS.2- IF THERE IS NO EXISTING IRRIGATION, SEESPECIFICATIONS FOR WATERING REQUIREMENTS.3- NO PRUNING SHALL BE PERFORMED EXCEPT BYAPPROVED ARBORIST.4- NO EQUIPMENT SHALL OPERATE INSIDE THEPROTECTIVE FENCING INCLUDING DURING FENCEINSTALLATION AND REMOVAL.5- SEE SITE PREPARATION PLAN FOR ANYMODIFICATIONS WITH THE TREE PROTECTIONAREA.SECTION VIEWKEEP OUTTREEPROTECTIONAREA8.5" X 11"SIGNLAMINATED INPLASTIC SPACEDEVERY 50'ALONG THEFENCE.BTREE PROTECTIONN.T.S.A6FT SOLID BOARD FENCINGN.T.S.AGENCYREVIEWSEPTEMBER 9, 2021B. REVISED PER COMMENTS AND NEW BASE PLANC. REVISED PER NEW BASE COMMERICALBUILDINGFIRE LANEASPHALTASPHALTPARKINGFIRE LANE FIRE LANE PARKING WALKWAY FIRE LANEWA-507DISPLAYAREASITE LIGHTING PLANE1.01"=30'####210706_E1.0.dwg 9/3/2021 1:1 DRAWNCHECKEDTWE JOB #CLIENT JOB #SHEET NUMBERSHEET TITLEISSUEDKEY PLANPROJECT ADDRESSPROJECT TITLECRUZ DEVELOPMENTKEY PLANSHEET SCALECITY REVIEWSHEETOF XXXDRAWING ISSUE NOTE REVISIONDATET R E S W E S T E N G I N E E R S, I N C.2702 SOUTH 42ND STREET, SUITE 301TACOMA, WA 98409-7315Phone: 253.472.3300www.treswest.com17041 YELM HWY SEYELM, WA 98597NOT FORCONSTRUCTION9/3/2021DATEDPHJCM21070693391PLAN NOTESPROVIDE (1) 1" CONDUIT AND 2#8 WIRES AND 1#8 GROUND TOSERVE PARKING AREA LIGHTS. LIGHTS TO BE CIRCUITED TOELECTRICAL PANEL WITHIN BUILDING.PROVIDE CONCRETE FOOTING FOR PARKING AREA LIGHT. SEEDETAIL 2 ON SHEET E4.0. SEE LIGHT FIXTURE SCHEDULE FORLIGHT TYPE AND ADDITIONAL INFORMATION.21.PROVIDE COMPLETE WORK FOR REQUIREMENTS AS DESCRIBED ON THISPAGE.2.INSTALLATION SHALL COMPLY WITH APPLICABLE CODES, INCLUDING, BUTNOT LIMITED TO THE FOLLOWING: 2017 NATIONAL ELECTRICAL CODE (NEC),WASHINGTON STATE ADMINISTRATIVE CODE (WAC), AND 2018 WASHINGTONNON-RESIDENTIAL ENERGY CODE (NREC).3.PROVIDE ALL MATERIAL AND LABOR RELATED TO THE INSTALLATION OFELECTRICAL DEVICES AND CONDUIT ROUTING UNDERGROUND.4.RACEWAYS, WIRE SIZES AND CIRCUITS AS SHOWN REPRESENT INTENT OFINSTALLATION, BUT MAY NOT NECESSARILY REPRESENT THE COMPLETEWIRING COUNTS AND MINIMUM SIZES FOR CONNECTING THE CIRCUITSSHOWN. CONTRACTOR SHALL INCLUDE IN THE BID, ALL REQUIREDRACEWAY SIZES AND NUMBER OF CONDUCTORS IN ORDER TO PROVIDE ALLCIRCUITS SHOWN.5.LABEL ALL EQUIPMENT, J-BOXES, RACEWAY WITH SERVING PANEL NAMEAND CIRCUIT NUMBER(S).6.INSTALLATION OF UNDERGROUND WIRING SYSTEMS SHALL INCLUDEEXCAVATION, CUTTING, PATCHING, BACKFILL, AND COMPACTION. DO NOTCUT OR DAMAGE ANY EXISTING UTILITIES, STRUCTURAL MEMBERS, ORBUILDING FOUNDATIONS. VERIFY EXISTING CONDITIONS PRIOR TOEXCAVATION WORK. INCLUDE COST FOR UNDERGROUND LOCATOR SERVICETO IDENTIFY LOCATIONS OF EXISTING COMPONENTS. HAND EXCAVATE INLOCATIONS WHERE EXISTING UNDERGROUND COMPONENTS ARE SUBJECTTO DAMAGE. REPAIR DAMAGE TO EXISTING UTILITIES OR BUILDINGSTRUCTURE TO OWNER'S SATISFACTION AT THE CONTRACTORS EXPENSE.GENERAL NOTES1111111111111111S1S1S1S1S1S1S1S1S3S3S3S2S2S2S2S32222222222222222 COMMERICALBUILDINGFIRE LANEASPHALTASPHALTPARKINGFIRE LANE FIRE LANE PARKING WALKWAY FIRE 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LIGHTINGPHOTOMETRIC PLANE2.01"=30'####210706_E2.0.dwg 9/3/2021 1:1 DRAWNCHECKEDTWE JOB #CLIENT JOB #SHEET NUMBERSHEET TITLEISSUEDKEY PLANPROJECT ADDRESSPROJECT TITLECRUZ DEVELOPMENTKEY PLANSHEET SCALECITY REVIEWSHEETOF XXXDRAWING ISSUE NOTE REVISIONDATET R E S W E S T E N G I N E E R S, I N C.2702 SOUTH 42ND STREET, SUITE 301TACOMA, WA 98409-7315Phone: 253.472.3300www.treswest.com17041 YELM HWY SEYELM, WA 98597NOT FORCONSTRUCTION9/3/2021DATEDPHJCM2107069339AVERAGE: 1.60FCMAXIMUM: 6.05FCMINIMUM: 0.07FCAVG/MIN: 22.86211PLAN NOTESLIGHTING CALCULATION POINTS AT PARKING AREA.LIGHTING CALCULATION POINTS AT 5' BEYOND PROPERTY LINE.2LIGHTING CALCULATIONSPARKING AREA1.NEW SHOE BOX STYLE LUMINAIRES, 20' POLES,·S1 = 156W LED, 17,360 LUMENS·S2 = 53.54W LED, 5,599 LUMENS·S3 = 54.88W LED, 4,218 LUMENS2.FIXTURE HEADS MOUNTED AT 20' ABOVE PARKING SURFACE.ASSUMPTIONS FOR CALCULATIONSNEW SHOE BOX STYLE LED LUMINAIRE.LED HEAD AT +20' AFG.NEW 4 HEAD SHOE BOX STYLE LEDLUMINAIRE. LED HEAD AT +20' AFG.LEGEND LIGHTING DETAILS ANDSCHEDULESE3.0##########210706_E3.0.dwg 9/3/2021 1:1 DRAWNCHECKEDTWE JOB #CLIENT JOB #SHEET NUMBERSHEET TITLEISSUEDKEY PLANPROJECT ADDRESSPROJECT TITLECRUZ DEVELOPMENTKEY PLANSHEET SCALECITY REVIEWSHEETOF XXXDRAWING ISSUE NOTE REVISIONDATET R E S W E S T E N G I N E E R S, I N C.2702 SOUTH 42ND STREET, SUITE 301TACOMA, WA 98409-7315Phone: 253.472.3300www.treswest.com17041 YELM HWY SEYELM, WA 98597NOT FORCONSTRUCTION9/3/2021DATEDPHJCM210706933948"L. 3/4"DIA.ANCHOR BOLTS(TYP. OF 4)FINISHED GRADE24"ROUND PRE-CASTCONCRETE LIGHT POLE BASECAULK ALL AROUND2" GROUTGROUND WIRE TO LIGHT FIXTUREPOLE BASE COVER,SECURE TO BASE#3 TIE BAR AROUNDBOLTS AT 12"O.C.(TYP. OF 3 PLACES)TYPICAL LIGHTINGCIRCUIT CONDUIT4 #5 VERTICALSET AND COMPACTAGAINST NATIVE EARTH2 #3 TIE AT TOPCONDUIT PERCIRCUITCONDUIT BUSHINGGROUND LUG TO POLEHANDHOLE/COVERLIGHT POLE, SEE LIGHTINGFIXTURE SCHEDULE4'-0"2'-0"EARTHUNDISTURBEDPEA GRAVEL4"12"SPECIFICATIONS& COMPACT PERSTRUCTURAL BACKFILLFINISHED TRENCH BY CIVIL COLOR CODED.SPECIFICATION. INDUSTRY STANDARDMETALLIC MARKER TAPE PER 4" COVER36"4"CONDUIT(S) AS NOTED ONPLANS. PROVIDE SPACER FILLBETWEEN CONDUITS.(MINIMUM 7.5" FOR MEDIUMVOLTAGE)